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HomeMy WebLinkAboutApproved Construction Plans.r .. .; 21 1,� . tit�4p8 7�o•N P� P°$"�a SOB• �s°\ k ,a Bryan 6 t5>I to `` i-'CS` tY cr� a rl 41 naca� rd i0 rye° "A f� Sl atc X ,y °�- rt�gfivrayl0 y -G ColleSauon 4,. ',a3,":r• a,yr � aQ k � F+arreY i Mac ou Phy 5 PCN`Prad4 Rd'J1 Qa � xve o .l VICINITY MAP. SCALE: N.T.S. SHEET INDEX: SITE LOCATION ARCHITECTURAL DATE REV. SHEET # SHEET NAME 4/15/2010 Cl COVER SHEET 4/15/2010 Al NOTES, SYMBOLS, & LEGENDS 4/15/2010 A2 SITE PLAN 4/15/2010 A3 SITE DETAILS 4/15/2010 A4 ACCESSIBILITY 4/15/2010 A5 H.C. UNITS 4/15/2010 A6 SCHEDULES 4/15/2010 A7 UNIT A FLOOR PLAN 4/15/2010 A8 UNIT A he FLOOR PLAN 4/15/2010 A9 UNIT B FLOOR PLAN 4/15/2010 A10 UNIT B he FLOOR PLAN 4/15/2010 All UNIT C FLOOR PLAN 4/15/2010 Al2 UNIT D FLOOR PLAN 4/15/2010 A13 UNIT E FLOOR PLAN 4/15/2010 A14 UNIT F FLOOR PLAN 4/15/2010 A15 UNIT F he FLOOR PLAN 4/15/2010 A16 UNIT G FLOOR PLAN 4/15/2010 A17 UNIT H FLOOR PLAN 4/15/2010 A18 UNIT I FLOOR PLAN 4/15/2010 A19 UNIT J FLOOR PLAN 4/15/2010 A20 UNIT K FLOOR PLAN 4/15/2010 A21 UNITK he FLOOR PLAN 4/15/2010 A22 UNIT L FLOOR PLAN 4/15/2010 A23 UNIT M FLOOR PLAN 4/15/2010 A24 UNIT N FLOOR PLAN 4/15/2010 A25 UNIT O FLOOR PLAN 4/15/2010 A26 FIRE SPRINKLER ROOM 4/15/2010 A27 BLDG. TYPE I FLOOR PLAN 4/15/2010 A28 BLDG. TYPE I ELEVATIONS 4/15/2010 A29 BLDG. TYPE 11 FLOOR PLAN 4/15/2010 A30 BLDG. TYPE II ELEVATIONS 4/15/2010 A31 BLDG. TYPE III FLOOR PLAN 4/15/2010 A32 BLDG. TYPE III ELEVATIONS 4/15/2010 A33 BLDG. TYPE IV FLOOR PLAN 4/15/2010 A34 BLDG. TYPE IV ELEVATIONS 4/15/2010 A35 BLDG. TYPE V FLOOR PLAN 4/15/2010 A36 BLDG. TYPE V ELEVATIONS 4/15/2010 A37 BLDG. TYPE I & II ROOF PLAN CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT OF: CADDIS DEVELOPMENT GROUP, LLC ARCHITECTURAL DATE REV. SHEET # SHEET NAME 4/15/2010 A38 BLDG. TYPE III, IV, & V ROOF PLAN 4/15/2010 A39 BLDG. TYPE I STAIR PLANS 4/15/2010 A40 BLDG. TYPE I STAIR SECTIONS 4/15/2010 A41 BLDG. TYPE II STAIR PLANS 4/15/2010 A42 BLDG. TYPE II STAIR SECTIONS 4/15/2010 A43 BLDG. TYPE III STAIR PLANS 4/15/2010 A44 BLDG. TYPE III STAIR SECTIONS 4/15/2010 A45 BLDG. TYPE IV & V STAIR PLANS 4/15/2010 A46 BLDG. TYPE IV & V STAIR SECTIONS 4/15/2010 A47 BLDG. TYPE I, 11, & III INTERIOR HALL 4/15/2010 A48 FIRE CODE DATA 4/15/2010 A49 FIRE CODE DATA 4/15/2010 A50 FIRE CODE DATA 4/15/2010 D1 - D4 NOT USED 4/15/2010 D5 WALL SECTIONS 4/15/2010 D6 WALL SECTIONS 4/15/2010 D7 WALL SECTIONS 4/15/2010 D8 WALL SECTIONS 4/15/2010 D9 WALL SECTIONS 4/15/2010 D10 WALL SECTIONS 4/15/2010 D11 WALL SECTIONS 4/15/2010 D12 - D19 NOT USED 4/15/2010 D20 DETAILS 4/15/2010 D21 DETAILS 4/15/2010 D22 DETAILS 4/15/2010 CB1 CABANA PLANS & ELEVATIONS 4/15/2010 C62 CABANA INTERIOR ELEVATIONS 4/15/2010 CC1 COMMUNITY CENTER FLOOR PLAN 4/15/2010 CC2 COMMUNITY CENTER RCP 4/15/2010 CC3 COMMUNITY CENTER ELEVATIONS 4/15/2010 CC4 COMMUNITY CENTER SCHEDULES 4/15/2010 CC5 COMMUNITY CENTER ENLARGED PLANS 4/15/2010 CC6 COMMUNITY CENTER ENLARGED PLANS 4/15/2010 CC7 COMMUNITY CENTER ENLARGED PLANS 4/15/2010 CC8 - CC9 NOT USED 4/15/2010 CC10 COMMUNITY CENTER WALL SECTION 4/15/2010 CC11 COMMUNITY CENTER WALL SECTION 4/15/2010 CC12 COMMUNITY CENTER WALL SECTION ARCHITECTURAL DATE REV. SHEET # SHEET NAME 4/15/2010 CC13 COMMUNITY CENTER WALL SECTION 4/15/2010 CC14 COMMUNITY CENTER WALL SECTION 4/15/2010 CC15 COMMUNITY CENTER WALL SECTION 4/15/2010 CC16 COMMUNITY CENTER WALL SECTION 4/15/2010 CC17 COMMUNITY CENTER WALL SECTION 4/15/2010 CC18 COMMUNITY CENTER WALL SECTION 4/15/2010 CC19 COMMUNITY CENTER FIRE PLACE 4/15/2010 MK1 MAIL KIOSK PLAN & ELEVATIONS 4/15/2010 MT1 MAINTENANCE BLDG. FLOOR PLANS 4/15/2010 MT2 MAINTENANCE BLDG. ELEVATIONS STRUCTURAL DATE REV. SHEET # SHEET NAME 4/15/2010 S1.01 GENERAL NOTES 4/15/2010 S1.02 TYPICAL DETAILS 4/15/2010 S1.03 SHEAR WALL DETAILS 4/15/2010 S1.04 SHEAR WALL DETAILS 4/15/2010 S1.05 SHEAR WALL DETAILS 4/15/2010 S1.06 SHEAR WALL DETAILS 4/15/2010 S1.07 SHEAR WALL DETAILS 4/15/2010 S1.10 TRUSS PROFILES 4/15/2010 S2.10 BUILDING TYPE 1 PLANS 4/15/2010 S2.20 BUILDING TYPE 2 PLANS 4/15/2010 S2.30 BUILDING TYPE 3 PLANS 4/15/2010 S2.31 BUILDING TYPE 3 PLANS 4/15/2010 S2.40 BUILDING TYPE 4 PLANS 4/15/2010 S2.41 BUILDING TYPE 4 PLANS 4/15/2010 S2.50 BUILDING TYPE 5 PLANS 4/15/2010 S2.51 BUILDING TYPE 5 PLANS 4/15/2010 S2.52 BUILDING TYPE 5 PLANS 4/15/2010 S2.60 CABANA/MAINTENANCE PLANS 4/15/2010 S2.70 COMMUNITY CENTER PLANS 4/15/2010 S2.71 COMMUNITY CENTER PLANS 4/15/2010 S3.01 FOUNDATION DETAILS 4/15/2010 S4.01 FLOOR FRAMING DETAILS 4/15/2010 S5.01 ROOF FRAMING DETAILS 4/15/2010 S5.02 ROOF FRAMING DETAILS 4/15/2010 S5.03 ROOF FRAMING DETAILS MECH, ELEC. & PLUMBING DATE REV. SHEET# SHEET NAME 4/15/2010 M1.00 MECHANICAL SCHEDULES, NOTES, & LEGEND 4/15/2010 M1.10 MECHANICAL DETAILS 4/15/2010 M2.00 UNIT PLANS 4/15/2010 M2.10 UNIT PLANS 4/15/2010 M2.20 UNIT PLANS 4/15/2010 M2.30 UNIT PLANS 4/15/2010 M2.40 UNIT PLANS 4/15/2010 M3.10 BUILDING TYPE 1 4/15/2010 M3.20 BUILDING TYPE it 4/15/2010 M3.30 BUILDING TYPE III FIRST FLOOR 4/15/2010 M3.40 BUILDING TYPE IV & V FIRST FLOOR 4/15/2010 M3.50 CLUB BUILDING SCHEDULES, NOTES & LEGENDS 4/15/2010 M3.51 CLUB BUILDING DETAILS 4/15/2010 M3.60 CLUB BUILDING FIRST FLOOR 4/15/2010 M3.61 CLUB BUILDING SECOND FLOOR 4/15/2010 E.01 ELECTRICAL NOTES & LEGEND 4/15/2010 E0.2 ELECTRICAL RISER DIAGRAM & DETAILS 4/15/2010 E0.3 ELECTRICAL DETAILS 4/15/2010 E0.4 ELECTRICAL DETAILS 4/15/2010 E0.5 ELECTRICAL SCHEDULES 4/15/2010 E0.6 ELECTRICALSCHEDULES 4/15/2010 E0.7 ELECTRICAL SCHEDULES 4/15/2010 E0.8 ELECTRICAL DETAILS 4/15/2010 E1.0 ELECTRICAL SITE PLAN 4/15/2010 E2.00 UNIT PLANS 4/15/2010 E2.10 UNIT PLANS 4/15/2010 E2.20 UNIT PLANS 4/15/2010 E2.30 UNIT PLANS 4/15/2010 E2.40 UNIT PLANS 4/15/2010 E3.10 BUILDING TYPE 1 4/15/2010 E3.20 BUILDING TYPE II 4/15/2010 E3.30 BUILDING TYPE III FIRST FLOOR 4/15/2010 E3.31 BUILDING TYPE III 2ND & 3RD FLOOR 4/15/2010 E3.40 BUILDING TYPE IV 4/15/2010 E3.50 BUILDING TYPE V 4/15/2010 E3.60 CLUB BUILDING FIRST FLOOR 4/15/2010 E3.61 CLUB BUILDING SECOND FLOOR 4/15/2010 E3.62 ENLARGED PLANS MECH, ELEC. & PLUMBING DATE REV. SHEET # SHEET NAME 4/15/2010 P0.1 PLUMBING SCHEDULES, NOTES, & LEGEND 4/15/2010 P0.2 PLUMBING DETAILS 4/15/2010 P1.0 PLUMBING SITE PLAN 4/15/2010 P2.00 UNIT PLANS 4/15/2010 P2.10 UNIT PLANS 4/15/2010 P2.20 UNIT PLANS UNIT PLANS UNIT PLANS 4/15/2010 P2.30 4/15/2010 P2.40 4/15/2010 P3.10 BUILDING TYPE I UNDERFLOOR & FIRST FLOOR 4/15/2010 P3.11 BUILDING TYPE 1 2ND & 3RD FLOORS 4/15/2010 P3.20 BUILDING TYPE II UNDERFLOOR & FIRST FLOOR 4/15/2010 P3.21 BUILDING TYPE II 2ND 3RD FLOORS 4/15/2010 P3.30 BUILDING TYPE III UNDERFLOOR & FIRST FLOOR 4/15/2010 P3.31 BUILDING TYPE III 2ND & 3RD FLOORS 4/15/2010 P3.40 BUILDING TYPE IV UNDERFLOOR & FIRST FLOOR 4/15/2010 P3.41 BUILDING TYPE IV 2NS & 3RD FLOORS 4/15/2010 P3.50 BUILDING TYPE V UNDERFLOOR & FIRST FLOOR 4/15/2010 P3.51 BUILDING TYPE V 2ND & 3RD PLOORS 4/15/2010 P3.60 CLUB BUILDING UNDERFLOOR 4/15/2010 P3.61 CLUB BUILDING FIRST FLOOR 4/15/2010 P3.62 CLUB BUILDING SECOND FLOOR 4/15/2010 P3.63 ENLARGED PLANS 4/15/2010 P4.10 RISER DIAGRAMS 4/15/2010 P4.11 RISER DIAGRAMS 4/15/2010 P4.12 RISER DIAGRAMS t''-1 1`�0�" S �' 4� '� Qt'� •-,� ... '��Cj� fir e 0, H ear�tio IF �0 10w 'F �,pq .�qrf �•¢ she ©` �'�� r�+ �, 3b �s• SO \� \eF o 4C; `'\ • rFr 3E�a ,1,a`� Pe ia` -��' SITE LOCATION fairA EyH :r <p 7t�a �yQt aC, Har vey Mitche 11 FkyS SITE MAP SCALE: N.T.S. 3 x VN 4UW 4 ��Uj 0- 0- U 6 g 6-t'- wnw.�www UJI a i a m U cr z I I �zj Uj '✓ r4 o a � �rLU T ®3 L✓I. ® _C e ,> `!6 -- .j Is Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE ISSUED FOR PERMIT 4/15/10 O M B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972 . 788. 1010 www.obrienarch.com 46mdw JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. cli COVER SHEET COPYRIGHT c 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY MEl HOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 010 �i E A AB ANCHOR BOLT AGO AGGORDIN6/ACCORDION AC.OU5 AGOU51GAL AGT ACOUSTICAL CEILING TILE AD AREA DRAIN ADD ADDENDUM ADJ ADJU5TABL.E/ADJACENT AFF ABOVE FIN15FIED FLOOR A66 AGGREGATE AHJ AUTHORITY HAVING JURISDICTION AHU AIR -HANDING UNIT AL ALUMINUM ALT ALTERNATE/ALTERATION ANOD ANODIZED AP AGGE55 PANEUAPRON PANEL APPROX APPROXIMATE APT APARTMENT ARCH ARGHITEGT/ARGHITEGTURAL ASPH ASPHALT AVE AVENUE AVIS AVERAGE AWP AGOmm WALL PANEL B BC, BOTTOM OF CURB BD BOARD BITUM BITUMINOUS BL BUILDING LINE BLDG BUILDING BLK6 BLOGKIN6 BLVD BOULEVARD BM BEAM/BENGH MARK BOT BOTTOM BP BUILDING PAPER BR6 BEARING BSMT BASEMENT BTWN BETYEEN BUR BUILT-UP ROOF BW BOTTOM OF WALL C G GEL51U5/6ENTI64RADE GAB CABINET GAP CAPACITY CARP CARPET GB CATCH BA5IWGHALKBOA1RD GD CEILING DIFFUSER GEM CEMENT GEM PL CEMENT PLASTER CER CERAMIC, 66 CORNER GUARD GH GOAT HOOK GHRL CHAIR RAIL GI CAST IRON GIP CAST IN PLACE GJ CONTROL JOINT GL CENTER LINE GL6 CEILING GLKG CAULKING GLO CLOSET CLR CLEAR GL5R CLOSER GMU CONCRETE MA50NRY UNITS GO GLEAN OUT COL COLUMN COMP GOMP051TE/GOMP051TION GONG GONGRETE COND CONDITION CONN CONNECT/GONNEGTION C0N5T CONSTRUCTION CONT CONTINUOUS WORD COORDINATE COW CORRIDOR OR GOLD ROLLED GT CERAMIC TILE/CURTAIN TRACK GTR CENTER GTSK COUNTER -SUNK CU CUBIC CW GOLD WATER D D PENNY (NAIL5) DE) DECIBEL D CLOTHES DRYER ML DOUBLE DECID DEGIPUOUS DEPT DEPARTMENT PET DETAIL DF DRINKING FOUNTAIN/DOU6LA5 FIR DIA DIAMETER DIAL DIAGONAL PICA DRILLED IN GONGRETE ANCHOR DIFF DIFFUSER DIM DIMENSION 015P DISPOSAL OL DEAD LOAD DN DOWN DR POOR/DRAIN D5 DOWN 5POUT DSP DRY STAND PIPE DW 015HWA5HER DWG DRAWING DVqR DRAMER E E EA5T EA EACH EB EXPANSION BOLT EJ EWAN51ON JOINT EL ELEVATION ELEG ELECTRICAL ELEV ELEVATOR ENERG EMERGENGY ENAM ENTR ENAMEL ENTRANCE EP ELECTRICAL PANELBOARD/END PANEL EQ EQUAL/EARTHQUAKE EQJ EARTHQUAKE JOINT EQUIP EQUIPMENT ETR EXI5TING TO REMAIN E^LG ELECTRIC WATER COOLER EXG EXCAVATE/EXCAVATION EXH EXHAUST EXP EXPAN5ION EX5T(E) EX15TING EXT EXTERIOR F F FAHRENHEIT FA FIRE ALARM/FORGED AIR FAB FABRICATE FB FLAT BAR FBD FIBER BOARD FBO FURNISHED BY OWNER FD FLOOR DRAIN FDG FIRE DEPARTMENT CONNECTION FPN FOUNDATION FE FIRE EXTINGUISHER FEG FIRE EXTIN6U15HER GAB FF FACTORY FIN15H F6 FLOAT @LASS FH FLATHEAD FHG FIRE H05E CABINET FHM5 FLATHEAD MACHINE SCREW FHW5 FLATHEAD WOOD 5GREA1 FIG FURNISHED AND INSTALLED BY CONTRACTOR FIN FINISH FIO FURNISHED AND INSTALLED BY OWNER FIT FURNISHED AND INSTALLED BY TENANT FL FLOOR FLASH FLASHING FLOUR FLUORESCENT FM FROM/FAGTORY MUTUAL RESEARCH CORPORATION FOB FACE OF BRICK FOG FACE OF CONCRETE FOF FACE OF FINISH F (CONTINUED) FOIL RRN15FED BY OMER INSTALLED BY CONTRACTOR FTIG FURNISHED BY TENANT INSTALLED BY CONTRACTOR FOIV FURNISHE P BY OWNER INSTALLED BY VENDOR FOM FACE OF MA50NRY F05 FACE OF STUDS FP FI ING FIR FREEZER/FIRE RE5TARDANT FS FULL-512ET-LOOR SINK FT FOOT OR FEET FT6 FOOTING FURN FURNACE/FURNI5H FURR FURRING FUT FUTURE FWP FLAT WALL PAINT G 6 6A5 6A GAUGE 6ALV 6ALVANIZED 66 GRAB BAR 60 GENERAL CONTRACTOR 60 6AR0ACE DISPOSAL 6FRC GLASS FIBER REINFORCED CONCRETE 6FR6 6LA55 FIBER REINFORCED GYPSUM 6FRP 6LA55 FIBER REINFORCED PLASTER 6L @LASS/GLAZING/GLAZED @LAM GLUE -LAMINATED WOOD 6WB 6YP5 UM WALLBOARD GYP 6YiPS UM H H HIN6E/HI61-1 HE) H05E BID HG HANDICAP/HIOLLOW GORE HGW HOT AND GOLD WATER/HOLLOW-CORE WOOD HDBD HARDBOARD HDNR HARDENER HOR HEADER HDWD HARDWOOD HONE HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HP HOR5EPOWERMI6H POINTA EAT PUMP HR HOUR/HANDRALL HT HEIGHT HTG HEATING HW HOT WATER HWR HOT WATER RETURN I ID INSIDE DIAMETER/INSIDE DIMENSION IE INVERT ELEVATION I6 INSULATING 6LA55 IND INDICATED IN5P INSPECTION IN517 INSTALLATION IN5UL.- INSULATION INT INTERIOR J JAN JANITOR JST JOIST JT JOINT K KIT KITCHEN KO KNOCK OUT KP KICK PLATE L L L EFT/LEN6TH LAB LABORATORY LAM LAMINATED LAV LAVATORY LH LEFT HAND LHR LEFT-HAND REVERSE LKR LOCKER LL LIVE LOAD LP LOW POINT L.S6 LAMINATED SAFETY @LASS LT LIGHT LTWT LI6HThEI6HT M M/S MIRROR WITH SHELF MACH MACHINE MAINT MAINTENANGE/MAINTAIN MAS MASONRY MAT MATERIAL MAX MAXIMUM MGW MINERAL GORE WOOD MDF MEDIUM-DEN5ITY FIBERBOARD MDO MEDIUM-DEN5ITY OVERLAY MECH MECHANICAL MEMB MEMBRANE MT ENTRY MAT CARPET TILE MTL METAL MEZZ MEZZANINE MFR MANUFACTURER/MANUFAGTURIN6 MG MIRROR CLASS MH MANHOLE IM MIRROR MO MASONRY OPENING MOD MODULE/MODIFY M5 MIRROR WITH SHELF/MACHINE SCREK MTV MOUNTED MUL MULLION N N NORTH NO./# NUMBER NOM NOMINAL NT5 NOT -TO -SCALE O 0/ OVER OA OVERALL OG ON -CENTER OD OUTSIDE DIAMETER OFD OVERFLOW DRAIN OPN6 OPENING OPP OPP051TE 05B ORIENTED STRAND BOARD P P PAINT/POWER PE) PEGBOARD PBB PLASTER BASEBOARD PBD PARTICLEBOARD PG PRECAST POD PAPER CUP DISPENSER PERF PERP PERFORATED PERPENIDICULAR PG PLATE 6LA55 PH PHASE PL PLASTIC LAMINATE PLF PLASTIC FLOORING PEAS PLASTER PLYW PLYWOOD PNL PANEL PNT PAINT POL POLISH PP PUSH PLATE PR PAIR PRE FAB PREFABRICATE PT PRESERVATIVE TREATED/POINT/ P05T-TENSIONED PTO PAPER TOWEL DISPENSER PTDW PAPER TONEL 015PEN5ER 4 WA5TE RECEPTACLE PTN PARTITION PVMT PAVEMENT Q QT QUARRY TILE QTR QUARTER SYMBOLS R R R15ER REV15ION R45 BACKER ROD AND SEALANT REFERENCE RAD RADIUS RE) RUBBER -BASE RGP REFLECTED CEILING PLAN RD ROOF DRAIN REGEP RECEPTION REGEPT RECEPTACLE REGT RECTANGULAR REF RE] ERENCFJREFRIGERATOR REINF ORCED a REQUIRED ENLARGED PLAN RE S RESILIENT RET RETAINING/RETURN REV REV15ION RH ROBE HOOK/ROUND HEAD/RIGHT-HAND RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RP RADIUS POINT ROOM RRL RUB RAIL RT RUBBER -nLE IDENTIFICATION RWL RAINWATER LEADER SYMBOL S 5 SOUTH& ELF 54 R SHELF AND ROD 5AN SANITARY 5GD SEAT COVER DISPENSER DOOR/5HUTTER SGHED 50HE OULE 5YMB0L 504 SOLID GORE WOOD 50 50AP DI5H/SOAP DISPENSER SEC SECOND SECT SECTION WINDOW 5YMBOL SF SQUARE FEET 517G SPECIAL FLOOR COATING 56EN 5EMIISLO% ENAMEL 5HR SHOWER 5HT SHEET SHT6 SHFATHIN6 FIN 15H SYMBOL 5H1/ SHEET VINYL 5LR SEALER 5MR SHEET -METAL RACEWAY SM5 SHEET --METAL 5GREW5 SND SANITARY NAPKIN DISPENSER WALL SANITARY NAPKIN WASTE RECEPTACLE TYPE 50 SQUARE 55 SERVICE SINK %T STAINLESS STEEL. ST STONE STC SOUND-TRAN5MI5510N CLASS 5TTLL s� ARP KEYED NOTE STOR 5T0RA6E 5U0FL SUBFLOOR SURF SURFACE aw SUSPENDED SYM SYMMETRICAL T REV15ION 5YMBOL'5 T TOP/n4RE-SHIOLD/TREAD/TOILET T6 B TOP 6 BOTTOM Td 6 TONGUE 4 6ROOVE CENTER LINE TB TOWEL BAR/TACK BOARD TOO TOP OF CURB/TOP OF CONCRETE TV TOI EL DISPENSER TDH TOVqEL DISPENSER E HASTE PROPERTY TEL TELE13"ONE LINE TEMP /TEMPORARVI"EMPERATURE TER TERRAZZO TF TOP OF FOOTING T6 TEMPERED 6LA55 FIN 15HED ELEVATION THK THICK THR THRESHOLD TOP TOP OF DECK TOILl o TO ERANCE L GRADE ELEVATION TOP TOP OF PAVEMENT TOS TOP OF STEEL TOW TOP OF HALL TPD TOILET PAPER DISPENSER D I MEN51 ON TYP TYPICAL NOT TO 5GALE U UBG UNIFORM BUILDIN6 CODE UUNNIFIN UNFINISHED ELEVATION MARKER UNO UNLESS NOTED OTHERKISE OR WORK/GONTROL UR URINAL UTIL UTILITY V NORTH VAR VARIABLE/VARNISH/VARIE5 ARROW VGT VINYL-GOMP051TION TILE VERT VERTICAL V.I.F. VERFIY IN FIELD VOL VOLUME VP VENEER PLASTER VT VINYL TILE VHG VINYL WALL COVERING COLUMN OR w GRID LINE W NE5T/HATER/6LOTHE5 HASHER/WATT W/O WITHOUT W/ WITH WAIN WAINSCOT WG WATER CLOSET ND HOOD WDW WINDOW wF WIDE FLANGE WG HIRE 6LA55/WIRE GAUGE HH WATER HEATER WP WORK POINT/WATERPROOF WR WASTE RECEPTACLE WT WEIGHT DETAIL AND WALL 5EGTION REFERENCE INTERIOR ELEVATION REFERENCE EXTERIOR ELEVATION REFERENCE REV15ION NUMBER ENLARGED - 1 PLAN t A1.203 REFERENCE 'SHEET NUMBER ROOM ROOM NAME ROOM NUMBER FLOOR NUMBER lol DOOR NUMBER REF. DOOR 5GHEDULE WINDOW NUMBER REF. WINDOW 5GHEDULE D FINISH NUMBER REF. FIN 15H 5GHEDULE Z REFERENCE NUMBER 2< NOTE NUMBER REF. KEYED NOTE L 15T 0 ADDENDUM OR REVISION NO. q 100� AFF EL - xx-xx' T.O.W. PROJECT NORTH NORTH 1 2 A _ GRID LINE LINE BETWEEN A.2 GRID OR COLUMN L I NE5 B _ GRID LINE A1.203 DETAIL REFERENCE NUMBER SHEET NUMBER ELEVATION o NUMBER N r Q NUMBER ELEVATION co NUMBER 0 N T a SHEET NUMBER REFERENCE NUMBER TITLE REFERENCE Ol FLOOR PLAN "_-TITLE DRAWING SCALE I/4' = I'-0' '_---DRAWING SCALE MATERIAL INDICATIONS ACOUSTICAL TILE ALUMINUM ` > <"`' . . CONCRETE POGHE GMU VVALI_ BOARD GRAVEL PLYWOOD SHEATHING HOOD - ROUGH PHYSICAL CONDITIONS EXISITING BRICK %%/%%%% CAST STONE a CONCRETE EARTH / 6LA55 / INSULATION - BATT I I I I I INSULATION - RIGID MORTAR NET STEEL. .; STONE WOOD - FIN15H lrzz�z�m COMMUNITY CENTER BUILDING OCCUPANCY A-2 CONSTRUCTION TYPE VB AUTOMATIC SPRINKLERS FULLY SPRINKLED NFPA 13 MAXIMUM ALLOWABLE STORIES (TABLE 503 & SEC. 504.2) 2 MAXIMUM ALLOWABLE HEIGHT (TABLE 503 & SEC. 504.2) 75' MAXIMUM ALLOWABLE AREA (TABLE 503) 6,000 ACTUAL AREA LEVEL 1 5,978 SF. EXITS REQUIRED 2 EXIT WIDTH REQUIRED 5,978 / 15 = 399 X .2 = 79.8" EXIT WIDTH PROVIDED 252" ACTUAL AREA LEVEL 2 4,175 SF. EXITS REQUIRED 2 EXIT WIDTH REQUIRED 4,175 / 15 = 252 X .2 = 51" EXIT WIDTH PROVIDED 72" POOL CABANA BUILDING OCCUPANCY B - BUSINESS CONSTRUCTION TYPE VB AUTOMATIC SPRINKLER NO ALLOWABLE AREA 9,000 SF. ACTUAL AREA 532 SF. EXITS REQUIRED 1+1 EXITS PROVIDED 1+1 MAINTENANCE BUILDING BUSINESS OCCUPANCY CONSTRUCTION TYPE VB ALLOWABLE AREA 9,000 SF. ACTUAL AREA 1,247 SF. SPRINKLED YES EXITS PROVIDED 1 EXITS REQUIRED 1 EXIT WIDTH REQUIRED 1,247 / 100 = 13 X .2 = 2.6" EXIT WIDTH PROVIDED 36" Ol TYP. CLOSET DETAIL 02 TYP. CLOSET DETAIL PROJECT DIRECTORY DEVELOPMENT TEAM NAME: CADDIS DEVELOPMENT GROUP, LLC STREET ADDRESS: 4520 N. GRAND RIVER AVE. CITY, STATE, ZIP: LANSING, MI 48906 CONTACT: KEVIN McGRAW PHONE: (517) 703-2132 FAX: (517) 703-2152 E-MAIL: kmcgraw@caddisdev.com NAME: CAMPUS VILLAGE COMMUNITIES STREET ADDRESS: 919 W. UNIVERSITY DR, # 700 CITY, STATE, ZIP: ROCHESTER, MI 48307 CONTACT: RAY BEHLING PHONE: (248) 609-0402 FAX E-MAIL: behlingr@campusvillage.com OPERATOR NAME: CAMPUS VILLAGE COMMUNITIES STREET ADDRESS: 919 W. UNIVERSITY DR, # 700 CITY, STATE, ZIP: ROCHESTER, MI 48307 CONTACT: RAY BEHLING PHONE: (248) 609-0402 FAX E-MAIL: behlingr@campusvillage.com ARCHITECT O'BRIEN AND ASSOCIATES, INC. 5310 HARVEST HILL ROAD SUITE 136, LB 161 DALLAS, TEXAS 75230 CONTACT: RICHARD NORDYKE PHONE: (972) 788-1010 FAX (972) 722-4828 E-MAIL: richard.nordyke@obdenarch.com STRUCTURAL ENGINEER NAME: TECHNISTRUCTURES STREET ADDRESS: 5220 MCKINNEY #300 CITY, STATE, ZIP: DALLAS, TX 75205 CONTACT: KEITH LESLIE PHONE: (214) 528-1725 FAX: (214) 528-1728 E-MAIL: jason.o@technistructures.com MEP ENGINEER NAME: JORDAN & SKALA ENGINEERS, INC STREET ADDRESS: 14240 MIDWAY RD, SUITE 350 CITY, STATE, ZIP: DALLAS, TX 75244 CONTACT: ASHLEY SKALA PHONE: (469) 385-1616 FAX: (469) 385-1615 E-MAIL: askala@jordanskala.com CIVIL ENGINEER NAME: KIMLEY-HORN & ASSOCIATES STREET ADDRESS: 12700 PARK CENTRAL DR. #1800 CITY, STATE, ZIP: DALLAS, TX 75251 CONTACT: KEVIN GASKEY PHONE: (972) 770-3008 FAX E-MAIL: kevin.gaskey@kimley-hom.com LANDSCAPE ARCHITECT NAME: KIMLEY-HORN & ASSOCIATES STREET ADDRESS: 12700 PARK CENTRAL DR. #1800 CITY, STATE, ZIP: DALLAS, TX 75251 CONTACT: JOHN FIELDER PHONE: (214) 420-5600 FAX: (214) 420-5680 E-MAIL: john.fielder@kimley-hom.com CONTRACTOR NAME: ANDRES CONSTRUCTION SERVICES STREET ADDRESS: 3838 OAK LAWN AVENUE CITY, STATE, ZIP: DALLAS, TEXAS 75219 CONTACT: CHUCK NEWTON PHONE: 214-521-2118 FAX E-MAIL: chuck@andresconstruction.com GENERAL NOTES 1. THE CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND BASE HIS BID ON THE EXISTING CONDITIONS IN ADDITION TO THE CURRENT COMPLETE SET OF CONSTRUCTION DOCUMENTS.. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PROMPTLY OF ANY DISCREPANCIES IN THE FIELD CONDITIONS OR DIMENSIONS PRIOR TO SUBMITTING HIS BID. 2. THE CONTRACTOR SHALL VERIFY THE LAYOUT AND THE EXACT LOCATION OF ALL PARTITIONS, DOORS, TELEPHONE & ELECTRICAL OUTLETS AND LIGHT SWITCHES WITH THE ARCHITECT SHOULD ANY QUESTIONS REGARDING LOCATION ARISE IN THE FIELD WHICH ARE NOT RESOLVED BY THE CONSTRUCTION DOCUMENTS PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH ALL APPLICABLE HEALTH AND SAFETY REQUIREMENTS, BUILDING CODES, AND ORDINANCES. 4. ALL EQUIPMENT, FIXTURES, ETC. SHOWN ON THE PLANS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SAMPLES OF ALL SPECIAL CONSTRUCTION, ETC. IN A TIMELY MANNER FOR THE ARCHITECT TO REVIEW PRIOR TO CONSTRUCTION. 6. DIMENSIONS ARE SHOWN ON THE PLANS. DO NOT SCALE OFF THE DRAWINGS. 7. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE CONCRETE SLAB UNLESS NOTED OTHERWISE. 8. ALL FINISH & CONSTRUCTION MATERIALS USED SHALL MEET MINIMUM REQUIRED FIRE CLASS & SMOKE DEVELOPED RATINGS, I.E. CLASS A, S.D.O. 9. AT ALL PARTITIONS WHICH EXTEND TO STRUCTURE ABOVE, DRYWALL CONSTRUCTION, TAPED & FLOATED, SHALL OCCUR ABOVE ALL DOORS, GLASS, OR OTHER PENETRATIONS THROUGH THE PARTITION. 10. MANUFACTURED MATERIALS, EQUIPMENT, ETC. SPECIFIED FOR THIS CONTRACT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. 11. ALL REQUESTS FOR SUBSTITUTIONS OF ANY ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND SHALL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, MORE ADVANTAGEOUS DELIVERY DATE, OR A LESSER PRICE WITH A CREDIT TO THE OWNER WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 12. "TYP." OR "TYPICAL" MEANS TYPICAL FOR ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. 13. "ALIGN" MEANS THAT SIMILAR COMPONENTS OF CONSTRUCTION SUCH AS WALLS, JAMBS, ETC. SHALL ALIGN ACROSS VOIDS OR ADJACENT TO EXISTING CONSTRUCTION. 14. THE ARCHITECT SHALL BE THE PRIMARY SOURCE FOR INFORMATION REGARDING EACH DISCIPLINE, IE: ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, STRUCTURAL, ETC. 15. ALL MATERIALS USED FOR NEW CONSTRUCTION INCLUDING BUT NOT LIMITED TO, INSULATION, ADHESIVES, COATINGS, ETC., SHALL BE 100% NON -ASBESTOS CONTAINING MATERIALS. BUILDING CODE SUMMARY BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE RESIDENTIAL CODE: 2009 INTERNATIONAL RESIDENTIAL CODE PLUMBING CODE: 2009 INTERNATIONAL PLUMBING CODE MECHANICAL CODE: 2009 INTERNATIONAL MECHANICAL CODE ELECTRICAL CODE: 2008 NATIONAL ELECTRICAL CODE ENERGY CODE: 2009 I.E.C.C. FIRE CODE: 2009 INTERNATIONAL FIRE CODE ACCESSIBILITY CODE: TEXAS ACCESSIBILITY STANDARDS (T.A.S.) FAIR HOUSING / ANSI 117.2 - 2003 CONSTRUCTION DESCRIPTION: MULTISTORY RESIDENTAL BUILDINGS: BUILDING OCCUPANCY: R-2 - RESIDENTIAL CONSTRUCTION TYPE: TYPE V-A AUTOMATIC SPRINKLER FULLY SPRINKLERED NFPA 13R MAXIMUM ALLOWABLE STORIES (TABLE 503 & SECTION 504.2): 3 MAXIMUM ALLOWABLE HEIGHT (TABLE 503 & SECTION 504.2): 50, MAXIMUM ALLOWABLE AREA (TABLE 503): 12,000 SF EXITING NOTE: BUILDINGS TYPE I & II ONLY ONE EXIT PROVIDED (TABLE 102.2) WITH FOOTNOTE C. EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED IN ACCORDANCE WITH SECTION 1029. MULTI -FAMILY RESIDENTIAL BUILDINGS: ACTUAL BUILDING SF: BUILDING TYPE 1 5,134 SF < 12,000 SF BUILDING TYPE 11 6,171 SF < 12,000 SF BUILDING TYPE III 10,889 SF < 12,000 SF BUILDING TYPE IV 4,917 SF < 12,000 SF BUILDING TYPE V 6,147 SF < 12,000 SF OCCUPANT LOAD CALCULATIONS (TABLE: 1003.2.2.2): BT 1 5,134 SF. / 200 = 26 X .3 = 7.8" 48" PROVIDED BT 11 6,171 SF. / 200 = 31 X .3 = 9.3" 48" PROVIDED BT III 10,889 SF. / 200 = 55 X .3 = 17" 48" PROVIDED BT IV 4,917 SF. / 200 = 25 X .3 = 7.5" 44" PROVIDED BT V 6,147 SF. / 200 = 31 X .3 = 9.3" 44" PROVIDED MAXIMUM EXIT ACCESS TRAVEL DISTANCE (SEC. 1004.2.4): 50 FT. FOR BT I & II OTHERWISE 250 FT. FIRE RESISTANCE RATINGS: (TABLE 601) STRUCTURAL FRAME (COL., GIRDER, TRUSS): 1 BEARING WALLS (EXTERIOR) 1 BEARING WALLS (INTERIOR): 1 FLOOR CONSTRUCTION: 1 ROOF CONSTRUCTION: 1 SHAFT ENCLOSURE: (707.4) I-HR. GENERAL CONTRACTOR NOTE: THE BUILDING ELEMENTS SHALL BE CONSTRUCTED TO MEET THE FIRE RESISTIVE RATINGS NOTED ABOVE. SHOULD ANY DETAIL OR SPECIFICATION CONFLICTWITH THE RATING ABOVE, THE CONTRACTOR SHALL PROVIDEHE FIRE PROTECTION AS REQUIRED BY THE BUILDING CODE ABOVE AND NOTIFY THE ARCHITECT FOR CLARIFICATION. 5/Cam pus 1 Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155UED FOR PERMIT 04/15/10 O 2 B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com A A y d► 4916 e, dw JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 NONE SHEET NO. A 1 NOTES, SYMBOLS, & LEGENDS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN PROJECT DATA PROJECT DATA CONT. LEGEND KEY PLAN r LAND AREA: X ACRES TOTAL NUMBER OF LIVING UNITS: 194 DENSITY: X UNITS PER ACRE CONDITIONED AREA GROSS AREA NUMBER TOTAL NET AREA TOTAL GROSS AREA UNIT TYPE PER UNIT TYPE PER UNIT TYPE OF UNITS PER UNIT TYPE PER UNIT TYPE UNIT "A" (2BR/2BA) 919 S.F. 981 S.F. 17 S.F. 15,623 S.F. 16,677 S.F. UNIT "A hc" (2BR/2BA) 919 S.F. 981 S.F. 1 S.F. 919 S.F. 981 S.F. UNIT "B" (3BR/3BA) 1,107 S.F. 1,176 S.F. 2 S.F. 2,214 S.F. 2,352 S.F. UNIT "B hc" (3BR/3BA) 1,107 S.F. 1,176 S.F. 1 S.F. 1,107 S.F. 1,176 S.F. UNIT "C" (4BR/4BA) 1,326 S.F. 1,399 S.F. 15 S.F. 19,890 S.F. 20,985 S.F. UNIT "D" (3BR/3BA) 1,123 S.F. 1,188 S.F. 6 S.F. 6,738 S.F. 7,128 S.F. UNIT "E" (4BR/4BA) 1,356 S.F. 1,430 S.F. 6 S.F. 8,136 S.F. 8,580 S.F. UNIT "F" (4BR/4BA) 1,328 S.F. 1,403 S.F. 5 S.F. 6,640 S.F. 7,015 S.F. UNIT "F hc" (4BR/4BA) 1,328 S.F. 1,403 S.F. 1 S.F. 1,328 S.F. 1,403 S.F. UNIT "G" (1BR/1BA) 686 S.F. 735 S.F. 2 S.F. 1,372 S.F. 1,470 S.F. UNIT "H" (1BR/1BA) 624 S.F. 668 S.F. 2 S.F. 1,248 S.F. .1,336 S.F. UNIT "I" (5BR/5BA) 1,560 S.F. 1,630 S.F. 4 S.F. 6,240 S.F. 6,520 S.F. UNIT "J" (4BR/4BA) 1,724 S.F. 1,840 S.F. 74 S.F. 127,576 S.F. 136,160 S.F. UNIT "K" (1BR/1BA) 568 S.F. 610 S.F. 17 S.F. 9,656 S.F. 10,370 S.F. UNIT "K hc" (1BR/1BA) 568 S.F. 610 S.F. 1 S.F. 568 S.F. 610 S.F. UNIT "L" (2BR/2BA) 799 S.F. 851 S.F. 18 S.F. 14,382 S.F. 15,318 S.F. UNIT "M" (3BR/3BA) 1,044 S.F. 1,106 S.F. 6 S.F. 6,264 S.F. 6,636 S.F. UNIT "N" (5BR/5BA) 1,559 S.F. 1,645 S.F. 12 S.F. 18,708 S.F. 19,740 S.F. UNIT "0" (EFF) 357 S.F. 393 S.F. 4 S.F. 1,428 S.F. 1,572 S.F. TOTALS 194 S.F. 250,037 S.F. 266,011 S.F. I.T. 7- 12 UNITS _35 BEDS s r, 12 UNITS ti 35 BEDS %' 2 ,� COMMUNITY \ CENTER a\� 10,154 S.F. 2 LEVELS 0 UNIT MAKE-UP GROSS AREA NUMBER TOTAL GROSS AREA BUILDING TYPE PER BUILDING TYPE PER BUILDING TYPE OF BUILDINGS PER BUILDING TYPE BUILDING TYPE 1 17 "A"M "A he"/2 "B"/ 15,254 S.F. 3 45,762 S.F. 1 "B he"/15 "C" BUILDING TYPE II 6 "D"/6 "E"/5 "F"/ 18,365 S.F. 2 36,730 S.F. 1 "F he"/2 "G"/2 "H"/4 "I" BUILDING TYPE III 17 "K"/1 "K hc'718 "L"/ 32,208 S.F. 2 64,416 S.F. 6 "M"/12 "N"/4 "0" BUILDING TYPE IV 64 "J" 13,722 S.F. 8 109,776 S.F. BUILDING TYPE V 10 "J" 17,155 S.F. 1 17,155 S.F. TOTALS 96,704 S.F. 16 273,839 S.F. COMMUNITY CENTER TOTAL GROSS AREA = 10,462 S.F. MAINTENANCE TOTAL GROSS AREA = 1,247 S.F. CABANA TOTAL GROSS AREA = 539 S.F. FIRE SPRINKLER ROOMS TOTAL GROSS AREA = 440 S.F. I.T. ROOMS TOTAL GROSS AREA = 440 S.F. MAIL KIOSK TOTAL GROSS AREA = 318 S.F. TOTAL GROSS AREA FOR PROJECT: 286,493 S.F. PARKING PROVIDED: X,XXX REGULAR SPACES X,XXX H.C. SPACES X,XXX H.C. (VAN) SPACES X,XXX SPACES = XXX SPACES PER UNIT UILDING NUMBER IV BUILDING TYPE • - • - PROPERTY LINE - - - - BUILDING SETBACK LINE - - - - EASEMENT LINE FENCE PHASE LINE SITE LOCATION ' •• s 3 ............... '•� a ss, i i 3 s s s # s '' 's � s # '' ? # # s $ s \����� '• �-��� �,��,��_ „ ,• s # # # 's ,` 5 # # 's s # s, # 3 �� s s s \ II `� ��'�i•� .. .. 5 # # 5 � � # s i s � # 's s y ..,..,#.. s s # s # f � , s # s F � \:\` •..;,:--��,�..� 7 B '.o •. s s ? # i I f s s s 3 i #S # : \. ����� # # s i s s '..r •. # y y # s s s, s y � ; # # s # y � i 1 I � # 3 .. /'# :, � 3, s s , �0.owl , 1 ij '' %• •'' $5 5, 5, # 1 1 , 3 # 3 3, # 3 5 - 3 1 •'• d $ 5 1 3 3 J 1 3 s 5 3 3 J 3 3 # .:.,. •. # '', i # # 1 1 1 r. 5 5 f {3 w: =I £ S € s t f I I G £ J , 44 •S n• £ £ L S 1 s , £ £ £ 0001 13 UNITS 45 BEDS Cw ON Q 0 E<. 9 " e P / O e / Q\4/ A." _ 4\ r . �A0 G�C) � O yWEI, `g ti0 O /5. a / �� E.o ELVa i'NIA-10�f�/ / .....,32 B 6 < \ /.::'f:.::Y///!P gibe "%l''•. ' ./, 5 � �i""%y' Zn I.T. 1 - ITS I.T. 1-C G �% I.T. 1-D l L� n 44� yc X, I.T.7-D "= f r4 f ,. f t E t gg # £ £ 's 12 UNITS 35 BEDS £ •,,A I f I f £ # I r ' • s 't t ••�� s G � i E I � , E E � £ E s s s 1 £ € t t t £ £ € £ € mmmm6I ii 1 -:� £ f f S I f t f s ..t.., :i �� �t• :;:� ',.� s G £ f , t , ; �\ .v•^.� •:4 .:jar. •:p•. :^ i € I £ E E i s fs gg s fs £ E t £ £ ss £ s ss £ s S S S f S f f £ � f � S S � S f £ I £ •~'' I£t 12 UNITS 13 UNITS 47 BEDS 45 BEDS # £ 1 £ Z5 t I g{ £ # 3 J 3 \� .... H.C. .' m H.C. SF� •' 2 �� I £ .� � 3 I £ I £ £ I I I £ I I I � I f� :;' i 32B 10 I.T. 2-A lV i ITS T. 2-C I.T. 2-13 , I.T.2-D 12 UNITS He He I I 5 # 35 BEDS ^'•Y # S , ?3�f 5 ''', f• # I : 5 5 # : f ; 5 i 3 �"`• 'A CAR SEC ION r :7••••• ; f # 3 # S S 3 7 3 5 , 3 # # ' �p 12 14+1 ORT[EdON 4 3 # a 3 ' S y $ .G,. •. # Flo- $ # # # # I 5 $ # # � V :% / - - FU UR CAR OR SEC OI . /H • • ••._ • 1: • •^. •.' ', ::1. „b,..l i !.. !.%. ' ..,y .: K ; - CAR PORT SECTION CAR PORT SECTION 12 UNITS - , ,,, ..,,.,.... , • 35 BEDS 13 UNITS %~�`'� :..: 45 BEDS 5 ® II S I.T. 3-B 1400 00 00 V 10 UNITS 40 BEDS ..1'771 s 30 UNITS 66 BEDS rl 5 III 1 C= HC ��-' 30 UNITS 66 BEDS 29 UNITS 68 BEDS Al IN CAR PORT SECTION ro ..... ..... .:. / F TUR CA POR SE ION i �& I Ol PHASE IA & IB SITE PLAN SCALE: I' = 50' m 11-Zle -F 2 N I ■ pon° Campus y # j r //w/h Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155L ED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com �s$�a c" ~ A � y �p 4916 9 or cw JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. SITE PLAN COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN FILL PIPE SOLID W/ CONG. d ROUND OFF TOP 6" VIA. STEM. PIPE SET IN 18' VIA. X 3'-6' DEEP GONG. PAINT SAFETY YELLOW' E.J. d SEALANT AROUND PIPE AT PAVEMENT SITE PAVEMENT a Ems_ CONCRETE AROUND Q .. STEEL. PIPE a.. 18" 10 METAL BOLLARD DETAIL SCALE: 1/2' = P-O" 6' EXISTING GROUND —t AND/ OR LANDSCAPE . 9 I a J � CONCRETE PAYING oL, o. o COMPACT 50 6RADE PER SOILS REPORT 05 LANDSCAPE CURB DETAIL SCALE: 1 1/2' = 1'-0" LIGHT STANDARD STANDARD BASE d COVER ED BY POLE M6FR. ON I" VRINK GROUT )IA. X 3'-6" LONG ANCHOR (13OLTS SUPPLIED BY -1ANUFAGTURER) k CONC. BASE. V/ 84# iS VERT. LOOP TIES ).G. PAINT GONG. IN *PANTEX' 09 LIGHT POLE BASE DETAIL 5:-0r :-0r 5:-0r 1: 10 SLOPE TYP TYPICAL ACCESSIBLE CURB RAMP WITH TRUNCATED DOMES SURFACE PER TAS AND ADA REGUIREI- N S H.G. 516N REF. DET. A3/01 L/ CONCRETE WALK 101, 0 j,,��'�°j°%o�,��'��o,, j 6" CONCRETE CURB %''°'° WHEEL STOP REF. PET. A3/0b r '°'' %� - 4' WIDE STRIPING AT 24' O.G. PER SPECS. % %%/,y��'�yi%�'%,�� PAINTED INTERNATIONAL H.G. AGGESSIBLE �� ,y�/ SYMBOL PER SPEGS. SCALE: 1/2' = 1'-0' CONCRETE PAVEMENT REINFORCEMENT WITH #3 BARS AT 18" O.G.EJN. 1/2' SEALANT BEAD OVER 1/2" /EXPAN51ON JOINT MATERIAL 3/4" DOWELS AT 24" O.G. /Z (SMOOTH) 6REA5E ONE END COMPACT SUBC-RADE PER SOILS REPORT - i PL . — /= : 04 EXPANSION JOINT D SCALE: I I/2' = 1'-0" ETAIL a'-0' I. 5'-0' W-0' AT VAN AGGI5518LE SPACES 08 TYP. H.C. PARKING DETAIL SCALE: 1/8' = 1'-0" CONCRETE PAVEMENT # 3 BARS A 18" OL.E.W. 3/4" X 1-1/2' FORMED KEYWAY CONTINUE REINFORCING THROU6HT JOINT COMPACTED SUB6 WADE PER 5011-5 REPORT 03 CONSTRUCTION JOINT D SCALE: I I/2" = 1'-0' PROVIDE csNaE II SET POST LEvn GAP FOR PIPE PAINTED RESERVED PARKING - OL64M /12" X 4' NOTES PAINT � VAN� SOS OF 5SAM DOLOR A5 PANTED P05T COLOR 2' OD. STD PIPE POST PAINTEt) I I AND PLUMB IN 10' Dim CONCRETE PIERS U 07 H.C. SIGN DETAIL SCALE: 1 1/2r = 1'-0" CONTROL JOINT 1/4' WIDE x 1/4 DEPTH OF PAVEMENT SPACED 12-6" O.G. ON 5' THICK, 3000 P51 CONCRETE TYPICAL (SPACED 10'-0' O.G. WITHIN 6AS LINE EASEMENT) SPACED 15--0" O.G. ON 6' THICK, 4000 PSI CONCRETE TYPICAL GONG. PAVEMENT REINF. #3 BARS 18" O.G.E.W. o o _ 0 COMPACTED SUB6RADE PER 5011.5 REPORT ETAIL 02 CONTROL JOINT DETAIL SCALE: 1 1/2" = 1'-0' r y UV i Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 611 5-01" X 6" GONG. WHEEL ]If STOP W/ CHAMFERED EDGES O B R I E N #6 DOWEL5 - TWO PER UNIT 5310 HARVEST HILL RD. t--, SUITE 136 FILL W/ MORTAR DALLAS, TEXAS 75230. 972. 788. 1010 VA".obrienarch.com o a< PAVEMENT 06 WHEEL STOP DETAIL SCALE: 1 1/2' = 1'-0" 4' COW,. WALK WITH #3 BARS 18" O.C.E.W. SEALANT OVER EXPANSION JOINT #4 BAR GONTINUO5 6' HIGH GONG. CURB WITH 2" RADIUS I CONGRETE PAVING 10 0 COMPACT SU86RADE PER SOILS REPORT 01 6" CURB DETAIL 56ALE: 1 1/2' = 1'-0' d► 4916 9 r 4&oodw� JOHN O'BRIEN ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. A3 SITE DETAILS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN AGGESSIBILIT'r 1qq1 FAIR HOUSIN6 CUIDE INEE / - REQUIREMENT 1: AGGE551BLE BUILDING ENTRANCE ON AN ACCESSIBLE ROUTE. ,/�!�f:'' r12 UNDER SECTION 100.205(A) COVERED MULTIFAMILY DWELLINGS SHALL BE DESIGNED AND CONSTRUCTED TO HAVE ! 32 min 1 rn 2.. M , AT LEAST ONE BUILDING ENTRANCE ON AN AGGE551BLE ROUTE, UNLE55 IT 15 IMPRACTICAL TO DO 50 BEGAU5E OF ' :ter :kuww � !' , j � �•- . •f/! ... / � °' ..% . h. . � l#p TERRAIN OR UNUSUAL GHARAGTERI5TIG5 OF THE 51TE. .. V,Wa a14 ,,,w.:. (�i .ftww, nw.w,: ....L.e wwa.e6 usrrin�., .. ` , _ REQUIREMENT 2. AGGE551BLE AND U5ABLE PUBLIC AND COMMON USE AREA5. / - s 4 , s r,: f ; is � f f .//IQ!/ j�n/ S4 l //, 5EGTION 100.205(C)(1) PROVIDES THAT COVERED MULTIFAMILY DWELLINGS WITH A BUILDING ENTRANCE ON AN /w ,f/ Campus s p AGGE551BLE ROUTE SHALL BE DE516NED IN SUCH A MANNER THAT THE PUBLIC AND COMMON U5E AREAS ARE ' y '` 34 Village Hinged Door ) Folding Door READILY AGGE551BLE TO AND USABLE BY HANDICAPPED PER50N5. y/mil! Communities REQUIREMENT 3. USABLE DOORS. CAMPUS Forward Reach Limit Reinforced Areas for in ten tion 5EGTION 100.205(6)(2) PROVIDE5 THAT GOVERED MULTIFAMILY 01^ELLING5 WITH A BUILDING ENTRANCE ON AN of Grab Bari AGGE551BLE ROUTE SHALL BE DE516NED IN 5UGH A MANNER THAT ALL THE DOOR5 DE516NED TO ALLOW PA55A6E VILLAGE AT INTO AND WITHIN ALL PREM15E5 ARE 5UFFIGIENTLY WIDE TO ALLOW PA55A6E BY HANDICAPPED PER50N5 IN 0-20 ga 3 Water Closets n Adaptable Bathrooms WHEELGHAIR5. . GUIDELINE: COLLEGE (1) ON AGGE55113LE ROUTE5 IN PUBLIC AND COMMON U5E AREAS, AND FOR PRIMARY ENTRY DOOR5 TO COVERED 2 min , UNIT5, DOOR5 THAT COMPLY WITH AN51 4.13 WOULD MEET TH15 REQUIREMENT. STATION - ------------- (2) WITHIN INDIVIDUAL DWELLING UNIT5, DOOR5 INTENDED FOR U5ER PA55A6E THROUGH THE UNIT WHIGH HAVE A t CLEAR OPENING OF AT LEA5T 32 INGHE5 NOMINAL WIDTH WHEN THE DOOR 15 OPEN q0 DEGREES, MEA5URED COLLEGE STATION, 2 BETWEEN THE FACE OF THE DOOR AND THE STOP WOULD MEET TH15 REQUIREMENT. (5EE FIG. I (A) (B) AND (G)a TEXAS 6 m max 4 min 48 ��� �,q t� n OPENINGS MORE THAN 24 INGHE5 IN DEPTH ARE NOT CONSIDERED DOORWAYS. (5EE FIG. 1 (D).) A DEVELOPMENT BY: 1 CADDIS DEVELOPMENT GROUP LLC 4 WOW'` � ` ""'� `" �'"", - - - - - '� ( I REQUIREMENT 4. AGGE551BLE ROUTE INTO AND THROUGH THE COVERED DWELLING UNIT. ' SECTION 100.205(6)(3)(I) PROVIDES THAT ALL COVERED MULTIFAMILY DWELLINGS WITH A BUILDING ENTRANCE ON AN 48 ISSUE LOG L. a~ W.>c .�, ,�., . :E X AGGE5515LE ROUTE SHALL BE DE516NED AND GON5TRUGTED IN 5UGH A MANNER THAT ALL PREM15E5 WITHIN E (c Sliding` i l Doorway, � E CO COVERED MULTIFAMILY DWELLING UNIT5 GONTAIN AN AGGE551BLE ROUTE INTO AND THROUGH THE COVERED NO. DESCRIPTION DATE DWELLING UNIT. Cl) GUIDELINE 50% REVIEN SET 03/15/10 ISSUED FOR PERMIT 04/15/10 (1) A MINIMUM CLEAR WIDTH OF 36 INGHE5 15 PROVIDED. °`1E: Clear it1iSpace should be as deep e reach distance. � REQUIREMENT 5. LIGHT 5WITGHE5, ELECTRICAL OUTLETS, THERM05TAT5 AND OTHER ENVIRONMENTAL GONTROL5 IN Fig ,. C�a f i and i (b Maxlmu 11 Forward Reach Fig. LocAtco Grab Bar Reinfor e ITS AGGE551BLE LOGATION5. Over an Obstruction for Adaptable Bathtubs 5EGTION 100.205(6)(3)(11) REQUIRES THAT ALL COVERED MULTIFAMILY DWELLINGS WITH A BUILDING ENTRANCE ON AN AGGE551BLE ROUTE 5HALL BE DE516NED AND GON5TRUGTED IN 5UGH A MANNER THAT ALL PREM15E5 WITHIN COVERED MULTIFAMILY DWELLING UNIT5 CONTAIN LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS, AND OTHER NOTE: The areas outlined in dyed Imes represent locations for future installation ENVIRONMENTAL GONTROL5 IN AGGE551BLE LOGATION5. of grab bars for typical fixture configurations, GUIDELINE LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS WOULD MEET SECTION 100.205(G)(3)(I1) IF OPERABLE PARTS OF THE GONTROL5 ARE LOCATED NO HIGHER THAN 48 INGHE5 AND NO LOWER 30 THAN 15 INGHE5, ABOVE THE FLOOR. IF THE REACH 15 OVER AN OB5TRUGTION (FOR EXAMPLE, AN OVERHANGIN6 48 SHELF) BETWEEN 20 AND 25 INGHE5 IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44 INGHE5 FOR FORWARD t APPROACH; OR 46 INGHE5 FOR 51DE APPROACH, PROVIDED THE OB5TRUGTION (FOR EXAMPLE, A KITCHEN BASE I 1� CABINET) 15 NO MORE THAN 24 INGHE5 IN DEPTH. 065TRUGTION5 5HOULD NOT EXTEND MORE THAN 25 INGHE5 FROM THE WALL BENEATH A CONTROL. (5EE F 16.2) REQUIREMENT 6. REINFORCED WALL5 FOR GRAB BARS. 5EGTION 100.205(G)(3)(111) REQUIRE5 THAT COVERED MULTIFAMILY DHELLINC75 WITH A BUILDING ENTRANCE ON AN " AGGE551BLE ROUTE SHALL BE DESIGNED AND GON5TRUGTED IN 5UGH A MANNER THAT ALL PREM15E5 WITHIN (c) Maximum Side Reach ��r t�ti�ti�� COVERED MULTIFAMILY DWELLING UNIT5 CONTAIN REINFORGEMENT5 IN BATHROOM WALL5 TO ALLOW LATER INSTALLATION OF GRAB BAR5 AROUND TOILET, TUB, 5HOWER STALL AND 5HOWER 5EAT, WHERE SUGH FAGILITIE5 ®� ,:,...... ARE PROVIDED. b) Forward Approach GUIDELINE: � REINFORCED BATHROOM WALL5 TO ALLOW LATER INSTALLATION OF GRAB BARS AROUND THE TOILET, TUB, SHOWER dr1lprdh ., 2, Reach Ranges 5TALL AND 5HOWER 5EAT, WHERE SUGH FAGILITIE5 ARE PROVIDED, WOULD MEET 5EGTION 100.205(6)(3)(111) IF REINFORCED AREA5 ARE PROVIDED AT LEAST AT TH05E POINTS WHERE GRAB BARS WILL BE MOUNTED. (FOR EXAMPLE, SEE F165. 3, AND 4) WHERE THE TOILET 15 NOT PLACED ADJACENT TO A 51DE WALL, THE BATHROOM WOULD COMPLY IF PROV15ION WA5 MADE FOR IN5TALLATION OF FLOOR MOUNTED, FOLDAWAY OR 51MILAR ALTERNATIVE GRAB BARS. WHERE THE POWDER ROOM (A ROOM WITH A TOILET LET AND 51 NK) 15 THE ONLY TOI LET 1=Minimum Floor FACILITY LOCATED ON AN AGGE551BLE LEVEL OF A MULTISTORY DWELLING UNIT, IT MU5T COMPLY WITH THE REQUIREMENT FOR REINFORCED WALLS FOR GRAB BARS. REQUIREMENT -1. USABLE KITGHEN5 AND BATHROOM5. 9r ;S0 i SECTION 100.205(G)(3)(IV) REQUIRES THAT COVERED MULTIFAMILY DWELLINGS WITH A BUILDING ENTRANCE ON AN 17 min AGGE55113LE ROUTE 5HALL BE DE516NED AND GON5TRUGTED IN 5UGH A MANNER THAT ALL PREM15E5 WITHIN y COVERED MULTIFAMILY DWELLING UNIT5 GONTAIN U5ABLE KITGHEN5 AND BATHROOMS SUCH THAT AN INDIVIDUAL IN 1: £ A WHEELGHAIR GAN MANEUVER ABOUT THE 5PAGE. y s a GUIDELINE: ' 4. - - -- (1) U5ABLE KITGHEN5. U5ABLE KITCHENS WOULD MEET 5EGTION 100.205(6)(3)(IV) IF: ------- (A) A CLEAR FLOOR 5PAGE AT LEAST 30 INGHE5 BY 48 INGHE5 THAT ALLOWS A PARALLEL APPROACH BY A ° PERSON IN A WHEELGHAIR IS PROVIDED AT THE RANGE OR GOO TO AND SINK, AND EITHER A PARALLEL OR FORWARD APPROACH 15 PROVIDED AT OVEN, 015H1465HER, REFRIGERATOR/FREEZER OR TRA5H GOMPAGTOR. I _ (5EE FIG. 6) (B) CLEARANCE BETWEEN GOUNTER5 AND ALL OPPOSING BA5E GABINET5, GOUNTERTOP5, APPLIANGE5 OR WALLS 15 AT LEAST 40 INGHE5. gy y y (2) U5ABLE BATHROOMS. TO MEET THE REQUIREMENT5 OF 5EGTION 100.205(6)(3)(IV) EITHER: s ALL BATHROOMS IN THE DWELLING UNIT COMPLY WITH THE PROV1510N5 OF PARAGRAPH (A); y s' 4; OR AT LEAST ONE BATHROOM IN THE DWELLING UNIT COMPLIES WITH THE PROVISIONS OF PARAGRAPH (B), AND f I ALL OTHER BATHROOM5 AND POWDER ROOM5 WITHIN THE DWELLING UNIT MUST BE ON AN AGGE551BLE ROUTE WITH USABLE ENTRY DOORS IN ACCORDANCE WITH THE GUIDELINES FOR REQUIREMENTS 3 AND 4. AA 48 min HOWEVER, IN MULTISTORY DWELLING UNIT5, ONLY TH05E BATHROOMS ON THE AGGE55113LE LEVEL ARE SUBJECT TO s "� !: THE REQUIREMENTS OF 5EGTION 100.205(6)(3)(IV). WHERE A POWDER ROOM 15 THE ONLY FACILITY PROVIDED ON THE 4 M:If o� y� y ►1� I� p� Space Lavatory Without AGGE5518LE LEVEL OF A MULT I STORY DWELLING UNIT, THE POWDER ROOM MUST COMPLY WITH PROVISIONS OF 4 rrflr-t � �F '8i it 6 � - - Knee ��:�' M..... - - - - PARAGRAPH (A) OR PARAGRAPH (B). POWDER ROOMS THAT ARE 5UBJEGT TO THE REQUIREMENTS OF 5EGTION • ,: g 100.205(6)(3)(IV) MU5T HAVE REINFORGEMENT5 FOR GRAB BARS A5 PROVIDED IN THE GUIDELINE FOR ry REQUIREMENT5 6. O' B R I E N '�,.��a 9sa Tor�a,E �'5 (A) BATHROOMS THAT HAVE REINFORCED WALLS FOR GRAB BARS WOULD MEET SECTION 100.205(G)(3)(IV) IF: • (1) 5UFFIGIENT MANEUVERING 5PAGE 15 PROVIDED WITHIN THE BATHROOM FOR A PER50N U51NG A WHEELGHAIR 5310 HARVEST HILL RD. OR OTHER MOBILITY AID TO ENTER AND GL05E THE DOOR, U5E THE FIXTURES, REOPEN THE DOOR AND EXIT. SUITE 136 DOORS MAY 5WIN6 INTO THE CLEAR FLOOR 5PAGE PROVIDED AT ANY FIXTURE IF THE MANEUVERING 5PAGE 15 DALLAS, TEXAS 75230 PROVIDED. MANEUVERING 5PAGE5 MAY INCLUDE ANY KNEE5PACE OR TOE5PAGE AVAILABLE BELOW BATHROOM FIXTURES. 972. 788. 1010 (II) CLEAR FLOOR 5PAGE 15 PROVIDED AT FIXTURE5 A5 5HOWN IN FIG. �i (A), (6) , (G) AND (D). CLEAR FLOOR www.obrienarch.com 5PAGE AT FIXTURES MAY OVERLAP. ro !i ....................... .. N ....... . .... .......... . ... . .. - .$c --------------- y s s. eM:............... �4 A h, tPJ, g 4916 4j OF dw �r y it bi/}�¢ - > _ :y ^M^x mr.':•^:: +.,..ccccr.' 6?aM ,^ama '7�17� Ymrnam - .--- - pp '. _ -� ° '' .r,uwx,r„uur•r L A� V�':1®IA.MEW 'bxw�. .. .. ', y .> st�t JOHN O'BRIEN - ARCHITECT y REGISTRATION NO.4916 a - DATE: JOB: SCALE: ° � � � r �° r 3 min .3 in 04.15.10 29093 AS NOTED - % i Rh. e 1 . S / J pg s . g jpq i $ q / 7({ , Gyp , /� B f y v9? 47�/ N.Q .. 5i_.:f5'/% d.:: k. .^Y.!6 fb/ SHEET NO. Clear Flood Space at Sr E£ '�� -e y b° '�sf`� y. ACCESSIBILITY REQUIREMENTS 3 G .E . �' * F ' +�vA' �r.,s t k O'E' �R' # �' i 4 r b�a� s y � - :M COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN I i IGG/ANSI All-1.1, 2003 CHAPTER 10: DWELLING UNITS AND 5LEEPIN6 UNITS 1003 TYPE A UNITS 1003.1 6ENERAL. TYPE A UNIT5 5HALL COMPLY WITH 5EGTION 1003. 1003.2 PRIMARY ENTRANCE. THE AGGE551BLE PRIMARY ENTRANCE SHALL BE ON AN AGGE551BLE ROUTE FROM PUBLIC AND COMMON AREA5. THE PRIMARY ENTRANCE SHALL NOT BE TO A BEDROOM. 1003.3 AGGE551BLE ROUTE. AGGE551BLE ROUTES WITHIN TYPE A UNITS 5HALL COMPLY WITH 5EGTION 1003.3. EXTERIOR 5PAGE5 LE55 THAN 30 INGHE5 (760 MM) IN DEPTH OR WIDTH SHALL COMPLY WITH 5EGTION5 1003.5.1, 1003.5 3, 502, AND 303. 1003.3.1 LOCATION. AT LEA5T ONE AGGE551BLE ROUTE SHALL CONNECT ALL SPAGE5 AND ELEMENT5 THAT ARE A PART OF THE UNIT. WHERE ONLY ONE AGGE551BLE ROUTE 15 PROVIDED, IT 5HALL NOT PA55 THROUGH BATHROOMS AND TOILET ROOM5, GL05ET5, OR 51MILAR 5PAGE5. EXCEPTION: AN AGGE551BLE ROUTE 15 NOT REQUIRED TO UNFIN15HED ATTIG5 AND UNFIN15HED BA5EMENT5 THAT ARE PART OF THE UNIT. 1003.3.2 TURNING 5PAGE. ALL ROOM5 5ERVED BY AN AGGE551BLE ROUTE 5HALL PROVIDE A TURNIN6 5PAGE GOMPLYIN6 WITH 5EGTION 304. EXCEPTION: TOILET ROOM5 AND BATHROOM5 THAT ARE NOT REQUIRED TO COMPLY WITH 5EGTION 1003.11. 1003.3.3 GOMPONENT5. AGGE551BLE ROUTE5 SHALL GON515T OF ONE OR MORE OF THE FOLLOWING ELEMENT5: WALKING 5URFAGE5 WITH A SLOPE NOT 5TEEPER THAN 1:20, RAMPS, ELEVATOR5, AND PLATFORM LIFTS. 1003.4 WALKING SURFAGE5. WALKING SURFAGE5 THAT ARE PART OF AN AGGE551BLE ROUTE SHALL COMPLY WITH 5EGTION 403. 10055 DOORS AND DOORWAYS. THE PRIMARY ENTRANCE DOOR TO THE UNIT, AND ALL OTHER DOORHAY5 INTENDED FOR U5ER PA55AGE, SHALL COMPLY WITH 5EGTION 404. EXGEPTION5: I. THRE51-101-05 AT EXTERIOR 5LIDIN6 DOORS 5HALL BE PERMITTED TO BE 1/4 INCH (Iq MM) MAXIMUM IN HEIGHT, PROVIDED THEY ARE BEVELED WITH A SLOPE NOT 6REATER THAN 1:2. 2. IN TOILET ROOMS AND BATHROOMS NOT REQUIRED TO COMPLY WITH SECTION 1003.11, MANEUVERING GLEARANGE5 REQUIRED BY 5EGTION 404.2.3 ARE NOT REQUIRED ON THE TOILET ROOM OR BATHROOM 51DE OF THE DOOR. 1003.6 RAMP5. RAMP5 5HALL COMPLY WITH 5EGTION 405. 1003.7 ELEVATOR5. ELEVATORS WITHIN THE UNIT 5HALL COMPLY WITH 5EGTION 407, 408, OR 40q. 1003.8 PLATFORM LIFTS. PLATFORM LIFTS WITHIN THE UNIT 5HALL COMPLY WITH 5EGTION 410. 1003A OPERABLE PARTS. LIGHTING GONTROL5, ELECTRICAL 5HITCHE5 AND RECEPTACLE OUTLETS, ENVIRONMENTAL CONTROLS, APPLIANCE GONTROL5, OPERATING HARDWARE FOR OPERABLE WINDOWS, PLUMBING FIXTURE GONTROL5, AND U5ER GONTROL5 FOR 5EGURITY OR INTERCOM 5Y5TEM5 5HALL COMPLY WITH 5EGTION 30q. EXGEPTION5: I. RECEPTACLE OUTLET5 SERVING A DEDICATED USE. 2. ONE RECEPTACLE OUTLET 15 NOT REQUIRED TO COMPLY WITH 5EGTION 30q HHERE ALL OF THE FOLLOWING GONDITION5 ARE MET: (A) THE RECEPTACLE OUTLET 15 ABOVE A LENGTH OF GOUNTERTOP THAT 15 UNINTERRUPTED BY A SINK OR APPLIANCE; AND (6) AT LEAST ONE RECEPTACLE OUTLET GOMPLYIN6 WITH 5EGTION 1003A 15 PROVIDED FOR THAT LENGTH OF COUNTERTOP; AND (G) ALL OTHER RECEPTACLE OUTLETS PROVIDED FOR THAT LENGTH OF GOUNTERTOP COMPLY WITH 5EGTION 1003.q. 3. FLOOR REGEPTAGLE OUTLET5. 4. HVAG DIFFU5ER5. 5. GONTROL5 MOUNTED ON GEILIN6 FANS. 6. HHERE REDUNDANT GONTROL5 OTHER THAN L16HT 5HITGHE5 ARE PROVIDED FOR A 51NGLE ELEMENT, ONE CONTROL IN EACH 5PAGE 5HALL NOT BE REQUIRED TO BE AGGE551BLE. 1003.10 LAUNDRY EQUIPMENT. HASHING MAGHINE5 AND GLOTHE5 DRYER5 5HALL COMPLY HITH 5EGTION 611. 1003.11 TOILET AND BATHING FAGILITIE5. 1003.11.1 GENERAL. ALL TOILET AND BATHING AREAS 5HALL COMPLY WITH 5EGTION 1003.11A. AT LEAST ONE TOILET AND BATHIN6 FACILITY 5HALL COMPLY WITH 5EGTION 1003.11. AT LEAST ONE LAVATORY, ONE WATER CLOSET AND EITHER A BATHTUB OR SHOWER WITHIN THE UNIT 5HALL COMPLY WITH 5EGTION 1003.11. THE AGGE551BLE TOILET AND BATHIN6 FIXTURE5 5HALL BE IN A 51N6LE TOILET/13ATHIN6 AREA, 5UCH THAT TRAVEL BETWEEN FIXTURE5 DOE5 NOT REQUIRE TRAVEL THROUGH OTHER PART5 OF THE UNIT. 1003.11.2 DOOR-5. DOORS 5HALL NOT 5HIN6 INTO THE GLEAR FLOOR 5PAGE OR CLEARANCE FOR ANY FIXTURE. EXCEPTION: WHERE A GLEAR FLOOR 5PAGE GOMPLYIN6 HITH 5EGTION 305.3 15 PROVIDED WITHIN THE ROOM BEYOND THE ARG OF THE DOOR 5HIN6. 1003.11.3 OVERLAP. GLEAR FLOOR 5PAGE5, GLEARANGE5 AT FIXTURES AND TURNING 5PAGE5 ARE PERMITTED TO OVERLAP. 1003.11.4 REINFORGEMENT. REINFORCEMENT 5HALL BE PROVIDED FOR THE FUTURE IN5TALLATION OF GRAB BAR5 AND 5HOHER 5EAT5 AT WATER GLO5ET5, BATHTUB5, AND SHOWER GOMPARTMENT5. WHERE WALLS ARE LOCATED TO PERMIT THE INSTALLATION OF GRAB BARS AND 5EAT5 GOMPLYING WITH 5EGTION5 604.5, 607.4, 608.3 AND 608.4, REINFORCEMENT 5HALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BAR5 AND 5EAT5 MEETING TH05E REQUIREMENTS. EXCEPTION: REINFORCEMENT 15 NOT REQUIRED IN A ROOM GONTAININC7 ONLY A LAVATORY AND A WATER GLO5ET, PROVIDED THE ROOM DOES NOT CONTAIN THE ONLY LAVATORY OR WATER GLO5ET ON THE AGGE551BLE LEVEL OF THE DHELLIN6 UNIT. 1003.11.5 LAVATORY. LAVATORIES 5HALL COMPLY WITH 5EGTION 606. EXCEPTION: GABINETRY 5HALL BE PERMITTED UNDER THE LAVATORY, PROVIDED: (A) THE GABINETRY GAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE LAVATORY; (5) THE FLOOR FIN15H EXTENDS UNDER 5UGH GABINETRY; AND (G) THE HALLS BEHIND AND SURROUNDING GA13INETRY ARE FINISHED. 1003.11.E MIRRORS. MIRROR5 ABOVE LAVATORIES 5HALL HAVE THE BOTTOM EDGE OF THE REFLEGTIN6 5URFAGE 40 INGHE5 (1015 MM) MAXIMUM ABOVE THE FLOOR. 1003.11.7 HATER GLO5ET. WATER GL05ET5 5HALL COMPLY HITH 5EGTION 1003.11.7. '' _ 4,5r (a) water Closet Location 8 011 () Minimum Clearance () Clearance w1th Lavat. (overlap ve to ) F16.1003.11.7 HATER GLO5ET5 IN TYPE A UNIT5 1 Water Closet Height 1003.11.7.1 LOCATION. THE WATER GLO5ET 5HALL BE P051TIONED WITH A WALL TO THE REAR AND TO ONE SIDE. THE GENTERLINE OF THE WATER GL05ET 5HALL BE 16 INGHE5 (405 MM) MINIMUM AND IS INGHE5 (455 MM) MAXIMUM FROM THE 51DEWALL. 1003.11.1.2 CLEARANCE. A CLEARANCE AROUND THE WATER GL05ET OF 60 INGHE5 (1525 MM) MINIMUM, MEASURED PERPENDICULAR FROM THE 510E WALL, AND 56 INGHE5 (1420 MM) MINIMUM, MEA5URED PERPENDICULAR FROM THE REAR WALL, SHALL BE PROVIDED. 1003.111.3 OVERLAP. THE REQUIRED CLEARANCE AROUND THE WATER GL05ET 5HALL BE PERMITTED TO OVERLAP THE WATER GLO5ET, A550GIATED GRAB BAR5, PAPER D15PEN5ER5, GOAT HOOKS, 5HELVE5, AGGE55IBLE ROUTES, GLEAR FLOOR 5PAGE REQUIRED AT OTHER FIXTURES, AND THE HHEELGHAIR TURNIN6 5PAGE. NO OTHER FIXTURE5 OR 065TRUGTION5 SHALL BE LOCATED WITHIN THE REQUIRED WATER GL05ET GLEARANGE. EXCEPTION: A LAVATORY GOMPLYIN6 WITH 5EGTION 1003.11.5 5HALL BE PERMITTED ON THE REAR WALL IS INGHE5 (455 MM) MINIMUM FROM THE CENTERLINE OF THE WATER GL05ET WHERE THE CLEARANCE AT THE WATER GL05ET 15 66 INGHE5 (1675 MM) MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. 1003.11.7.4 HEIGHT. THE TOP OF THE WATER GLO5ET 5EAT SHALL BE 15 INGHE5 (350 MM) MINIMUM AND Iq INGHE5 (485 MM) MAXIMUM ABOVE THE FLOOR, MEA5URED TO THE TOP OF THE 5EAT. 1003.11.7.5 FLUSH GONTROL5. HAND OPERATED FLU5H GONTROL5 5HALL COMPLY WITH 5EGTION 1003A. FLUSH GONTROL5 SHALL BE LOCATED ON THE OPEN 51DE OF THE WATER GLO5ET. 1003.11.8 BATHTUB. BATHTUBS SHALL COMPLY WITH 5EGTION 607. EXGEPTION5: I. THE REMOVABLE IN -TUB 5EAT REQUIRED BY 5EGTION 60-1.3 15 NOT REQUIRED. 2. COUNTER TOP5 AND GABINETRY 5HALL BE PERMITTED AT THE CONTROL END OF THE CLEARANCE, PROVIDED SUCH COUNTER TOP5 AND GABINETRY CAN BE REMOVED AND THE FLOOR FIN15H EXTENDS UNDER SUGH GABINETRY. 12 min 36 %Wpf�n..4 � 09%t ttiW f f 4� .,'St I ti f 3ge.h o tub (a) without Pe'rmanent Seat (b) With Pe n.t. Seat FI6.1003.11.8 CLEARANCE FOR BATHTU135 IN TYPE A UNIT5 1003.11.9 5HOHER. 5HOHER5 5HALL COMPLY WITH 5EGTION 608. EXCEPTION: COUNTER TOPS AND GABINETRY 5HALL BE PERMITTED AT THE CONTROL END OF THE GLEARANGE, PROVIDED 50GH COUNTER TOPS AND GABINETRY GAN BE REMOVED AND THE FLOOR FIN15H EXTENDS UNDER 5UGH GABINETRY. ......... rri _ sir g ram` M 1625 - --- ----- ------ spot , � t�'�k. pe tto,4 per See un 608.22 FIG.1003.1 IA 5TANDARD ROLL -IN -TYPE 5HOHER COMPARTMENT IN TYPE A UNIT5 1003.12 KITGHEN5. KITGHEN5 5HALL COMPLY WITH 5EGTION 1003.12. 1003.12.1 CLEARANCE. CLEARANCE GOMPLYIN6 WITH 5EGTION 1003.12.1 5HALL BE PROVIDED. 1003.12.1.1 MINIMUM GLEARANGE. CLEARANCE BETWEEN ALL OPPOSING BASE GABINET5, COUNTER TOP5, APPLIANGE5, OR HALL5 WITHIN KITCHEN HORK AREA5 5HALL BE 40 INGHE5 (015 MM) MINIMUM. F16.1003.12.1.1 E-N GLEARANGE IN TYPE A UNIT5 1003.12.1.2 U-5HAPED KITGHEN5. IN KITGHEN5 WITH GOUNTER5, APPLIANGE5, OR GABINET5 ON THREE GONTI60005 51DE5, CLEARANCE BETWEEN ALL OPP051 N6 BA5E GABINET5, GOUNTERTOP5, APPLIANGE5, OR HALL5 WITHIN KITCHEN WORK AREA5 5HALL BE 60 INGHE5 (1525 MM) MINIMUM. a/G.' F16.1003.12.1.2 U-5HAPED KITCHEN CLEARANCE IN TYPE A UNIT5 1003.12.2 GLEAR FLOOR 5PAGE. GLEAR FLOOR 5PAGE5 REQUIRED BY 5EGTION5 1003.12.3 THROUGH 1003.12.6 SHALL COMPLY WITH SECTION 305. 1003.12.3 WORK 5URFAGE. AT LEA5T ONE 5EGTION OF COUNTER SHALL PROVIDE A WORK 5URFAGE 30 INGHE5 (760 MM) MINIMUM IN LENGTH GOMPLYIN6 WITH 5EGTION 1003.12.3. 'b 5 part Of T -�flyapssis.}£ 'ip... , .° U FIG.1003.12.3 WORK 5URFAGE IN KITCHEN FOR TYPE A UNIT5 1003.12.3.1 GLEAR FLOOR 5PAGE. A GLEAR FLOOR 5PAGE, P051TIONED FOR A FORWARD APPROACH TO THE WORK 5URFAGE, 5HALL BE PROVIDED. KNEE AND TOE CLEARANCE GOMPLYIN6 WITH 5EGTION 506 5HALL BE PROVIDED. THE GLEAR FLOOR 5PAGE 5HALL BE CENTERED ON THE WORK 5URFAGE. EXCEPTION: GABINETRY 5HALL BE PERMITTED UNDER THE WORK 5URFAGE, PROVIDED: (A) THE GABINETRY GAN BE REMOVED HITHOUT REMOVAL OR REPLACEMENT OF THE WORK 5URFAGE, (B) THE FLOOR FIN15H EXTENDS UNDER 5UGH CABINETRY, AND (G) THE HALLS BEHIND AND SURROUNDING GABINETRY ARE FINI5HED. 1003.12.3.2 HEIGHT. THE HORK SURFAGE 5HALL BE 34 INGHE5 065 MM) MAXIMUM ABOVE THE FLOOR. EXCEPTION: A COUNTER THAT 15 ADJU5TABLE TO PROVIDE A HORK SURFAGE AT VARIABLE HE16HT5 2q INGHE5 035 MM) MINIMUM AND 36 INGHE5 M15 MM) MAXIMUM ABOVE THE FLOOR, OR THAT GAN BE RELOCATED WITHIN THAT RANGE WITHOUT GUTTING THE COUNTER OR DAMAGING ADJAGENT GABINET5, HALLS, DOORS, AND 5TRUGTURAL ELEMENTS, 5HALL BE PERMITTED. 1003.12.5.3 EXP05ED SURFACES. THERE 5HALL BE NO 5HARP OR ABRA51 VE 5URFAGE5 UNDER THE EXP05ED PORTIONS OF WORK 5URFAGE GOUNTER5. 1003.12.4 51NK. SINKS 5HALL COMPLY WITH 5EGTION 1003.12.4. 30 h,. x- 3€ . (91,51 �C F rt pl-4stl�.FMD- il,;ry: ri yy}�z F16.1003.12.4 KITCHEN SINK FOR TYPE A UNIT5 1003.12.4.1 GLEAR FLOOR 5PAGE. A GLEAR FLOOR 5PAGE, P051TIONED FOR A FORWARD APPROACH TO THE 51NK, 5HALL BE PROVIDED. KNEE AND TOE GLEARANGE GOMPLYIN6 HITH 5EGTION 306 5HALL BE PROVIDED. THE GLEAR FLOOR 5PAGE 5HALL BE CENTERED ON THE SINK BOWL. EXGEPTION5: I. THE REQUIREMENT FOR KNEE AND TOE CLEARANCE 5HALL NOT APPLY TO MORE THAN ONE BOWL OF A MULTI -BOWL 51NK. 2. GABINETRY 5HALL BE PERMITTED TO BE ADDED UNDER THE 51NK, PROVIDED: (A) THE GABINETRY GAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE SINK, (6) THE FLOOR FIN15H EXTEN05 UNDER 5UGH CABINETRY, AND (G) THE HALLS BEHIND AND 5URROUNDIN6 GABINETRY ARE FINI5HED. 1003.12.4.2 HEIGHT. THE FRONT OF THE 51NK 5HALL BE 34 INGHE5 065 MM) MAXIMUM ABOVE THE FLOOR, MEASURED TO THE HIGHER OF THE RIM OR COUNTER 5URFAGE. EXCEPTION: A SINK AND COUNTER THAT 15 ADJU5TABLE TO VARIABLE HEI6HT5 2q INGHE5 035 MM) MINIMUM AND 36 INGHE5 M15 MM) MAXIMUM ABOVE THE FLOOR, OR THAT GAN BE RELOCATED WITHIN THAT RANGE WITHOUT GUTTING THE COUNTER OR DAMAGING ADJAGENT GABINET5, HALL5, DOORS AND 5TRUGTURAL ELEMENTS, PROVIDED ROUGH -IN PLUMBING PERMITS GONNEGTION5 OF SUPPLY AND DRAIN PIPES FOR 51NK5 MOUNTED AT THE HE16HT OF 2q INGHE5 (735 MM), 5HALL BE PERMITTED. 1003.12.4.3 FAUGET5. FAUGET5 5HALL COMPLY WITH 5EGTION 30q. 1003.12.4.4 EXP05ED PIPE5 AND SURFACES. WATER 5UPPLY AND DRAIN PIPE5 UNDER SINKS 5HALL BE INSULATED OR OTHERWISE GONFI6URED TO PROTECT A6AIN5T CONTACT. THERE 5HALL BE NO 5HARP OR ABRA5IVE 5URFAGE5 UNDER 51NK5. 1003.12.5 KITCHEN STORAGE. A GLEAR FLOOR 5PAGE, P051TIONED FOR A PARALLEL OR FORWARD APPROACH TO THE KITCHEN GABINET5, 5HALL BE PROVIDED. 1003.12.6 APPLIANGE5. HHERE PROVIDED, KITCHEN APPLIANGE5 5HALL COMPLY WITH 5EGTION 1003.12.6. 1003.12.6.1 OPERABLE PART5. ALL APPLIANCE GONTROL5 5HALL COMPLY HITH 5EGTION 1003A. EXGEPTION5: I. APPLIANCE DOORS AND DOOR LATGHIN6 DEVIGE5 5HALL NOT BE REQUIRED TO COMPLY HITH 5EGTION 30q.4. 2. BOTTOM -HINGED APPLIANCE DOOR5, HHEN IN THE OPEN P051TION, 5HALL NOT BE REQUIRED TO COMPLY HITH 5EGTION 30q.3. 1003.12.6.2 CLEAR FLOOR 5PAGE. A CLEAR FLOOR 5PAGE, P051TIONED FOR A PARALLEL OR FORWARD APPROAGH, 5HALL BE PROVIDED AT EAGH K I TGHEN APPL I ANGE. CLEAR FLOOR 5PAGE5 5HALL BE PERMITTED TO OVERLAP. 1003.12.6.5 01514HA5HER. A CLEAR FLOOR 5PAGE, P051TIONED ADJAGENT TO THE 015HWA5HER DOOR, 5HALL BE PROVIDED. THE DI5HHA5HER DOOR IN THE OPEN P051TION SHALL NOT 055TRUGT THE GLEAR FLOOR 5PAGE FOR THE D 15HWA5HER OR AN ADJAGENT 51 NK. 1003.12.6.4 RANGE OR GOOKTOP. A GLEAR FLOOR 5PAGE, P051TIONED FOR A PARALLEL OR FORWARD APPROACH TO THE 5PAGE FOR A RANGE OR GOOKTOP, 5HALL BE PROVIDED. WHERE THE GLEAR FLOOR 5PAGE 15 P051TIONED FOR A FORWARD APPROACH, KNEE AND TOE CLEARANCE GOMPLYIN6 WITH 5EGTION 306 5HALL BE PROVIDED. WHERE KNEE AND TOE 5PAGE 15 PROVIDED, THE UNDERSIDE OF THE RANGE OR GOOKTOP SHALL BE IN5ULATED OR OTHERHI5E GONFIGURED TO PROTECT FROM BURN5, ABRASIONS, OR ELECTRICAL 5HOGK. THE LOCATION OF GONTROL5 SHALL NOT REQUIRE REAGHIN6 AGRO55 BURNERS. 1003.12.6.5 OVEN. OVEN5 SHALL COMPLY WITH 5EGTION 1003.12.6.5. OVEN5 SHALL HAVE GONTROL5 ON FRONT PANELS, ON EITHER 51DE OF THE DOOR. 1003.12.6.5.1 51DE-HINGED DOOR OVENS. 51DE-HINGED DOOR OVENS SHALL HAVE A COUNTERTOP P051TIONED ADJAGENT TO THE LATCH 51DE OF THE OVEN DOOR. 1003.12.6.5.2 BOTTOM -HINGED DOOR OVEN5. BOTTOM -HINGED DOOR OVENS 5HALL HAVE A GOUNTERTOP P051TIONED ADJAGENT TO ONE 51DE OF THE DOOR. 1003.12.6.6 REFRI6ERATOR/FREEZER. COMBINATION REFRI6ERATOR5 AND FREEZERS 5HALL HAVE AT LEAST 50 PERCENT OF THE FREEZER COMPARTMENT 5HELVE5, INGLUDIN6 THE BOTTOM OF THE FREEZER 54 INGHE5 (1370 MM) MAXIMUM ABOVE THE FLOOR WHEN THE 5HELVE5 ARE INSTALLED AT THE MAXIMUM HEI6HT5 P0551 BLE IN THE COMPARTMENT. A GLEAR FLOOR 5PAGE, P051TIONED FOR A PARALLEL APPROACH TO THE 5PAGE DEDICATED TO A REFRIGERATOR/FREEZER, SHALL BE PROVIDED. THE GENTERLINE OF THE GLEAR FLOOR 5PAGE 5HALL BE OFF5ET 24 INGHE5 (610 MM) MAXIMUM FROM THE GENTERLINE OF THE DEDICATED 5PAGE. 1003.12.6.7 TRASH COMPACTOR. A GLEAR FLOOR 5PAGE, P051TIONED FOR A PARALLEL OR FORWARD APPROACH TO THE TRA5H COMPACTOR, SHALL BE PROVIDED. 1003.13 WINDOWS. WHERE OPERABLE HINDOH5 ARE PROVIDED, AT LEAST ONE WINDOW IN EACH 5LEEPIN6, LIVING, OR DINING 5PAGE 5HALL HAVE OPERABLE PARTS GOMPLYIN6 WITH 5EGTION 1003.q. EACH REQUIRED OPERABLE WINDOW 5HALL HAVE OPERABLE PARTS GOMPLYIN6 WITH 5EGTION 1003.q. 1003.14 5TORA6E FAGILITIE5. WHERE 5TORA6E FAGILITIE5 ARE PROVIDED, THEY 5HALL COMPLY WITH 5EGTION 1003.14. KITCHEN GABINET5 5HALL COMPLY WITH 5EGTION 1003.12.5. 1003.14.1 GLEAR FLOOR 5PAGE. A GLEAR FLOOR 5PAGE GOMPLYIN6 WITH 5EGTION 305, P051TIONE1? FOR A PARALLEL OR FORWARD APPROACH, 5HALL BE PROVIDED AT EACH STORAGE FACILITY. 1003.14.2 HEIGHT. A PORTION OF THE 5TORA6E AREA OF EAGH 5TORA6E FACILITY 5HALL COMPLY WITH AT LEAST ONE OF THE REACH RANGES 5PEGIFIED IN 5EGTION 308. 1003.14.5 OPERABLE PART5. OPERABLE PARTS ON 5TORA6E FAGILITIE5 5HALL COMPLY WITH 5EGTON 30q. ANCampus "`'`A,"% Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04/15/10 0 7 B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com as '� A d► 4916 9 or VIA JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 T 29093 AS NOTED SHEET NO. AU Ab ACCESSIBLE HANDICAP UNITS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN F-1 El F1 El El PE LDED / PAINTED PREFINISHED PREFINISHED PREFINISHED FRAMLE55 HM. FRAME KD. FRAM KD. FRAM KD. FRAM OPENING O O s O O 0 0 0 0 0 BATHROOM FROM BEDROOM BATHROOM FROM HALLWAY INTERIOR ENTRY BEDROOM BEDROOM CLOSET DOOR 56 / WD GRAIN FIBER61-A55 PREDRILL FOR PASSAGE 5G / WD GRAIN MASONITE PREDRILL SG / WD GRAIN MA50NITE PREDRILL 5C / WD GRAIN MASONITE PREDRILL FOR SIDE BY SIDE SET 4 DEADBOLT. PEEPHOLE (DOUBLE AT ALL FIRST FOR LOGKSM AND DEADBOLT FOR PRIVACY LATGH5ET PRIVACY LATGHSET FLOOR CLUSTER 4 CORRIDOR B1D65) 4 KICK PLATE ROERGUT I' - 1-1/2' TEMPERED MIRRORED BOTTOM TOP HUNG (32'X 8"ROLLER TRACK AND BOTTO W W M GUIDE TRACK DO NOT UNDERCUT WITH ONE SIDE 32" CLEAR. RATING: AT BLD6. TYPE I,11, III, IV, 4 V U5E A STEAL PREFIN15HED STEEL FRAME IN FRAM DOOR RATED AT 45 MIN OPENIW' 20 MIN ELSEN-ERE FINISH AS SELECTED. FINISH SCHEDULE. 0 PREFINISHED KD. FRAME O O LAUNDRY HALLWAY TWIN SWING 50 / WD GRAIN SG / WD GRAIN MA50NITE MASONITE WITH DUMMY HANDLES 4 PREDRILLED FOR PA55A6E SET BALL 4 5PROCKET 5PRING LATCH. UNDERCUT InTRANSFER GRILL OVER DOOR NO" ROOM NAME FLOOR BASE WALLS CLG. REMARKS �I ENTRY STAINED LONG. PREFIN. COMPOSITE (FAINT) 5HIS1`ROGK (PAINT) SHE -TROGK (PAINT) ❑2 ENTRY PLANK VINYL PREFIN. COMPOSITE (PAINT) 51 M;ZOGK (PAINT) 51 TROGK (PAINT) E❑ KITCHEN STAINED GONG. PREFIN. COMPOSITE (PAINT) SHEETROGK (PAINT) SHEETROGK (PAINT) �4 KITCHEN PLANK VINYL PREFIN. COMPOSITE (PAINT) SHEETROCK (PAINT) 51-=TROGK (PAINT) LIVING STAINED LONG. PREFIN. COMPOSITE (PAINT) SHEETROGK (PAINT) SHEETROGK (PAINT) 0 LIVING PLANK VINYL PREFIN. COMPOSITE (PAINT) SHEETROCK (PAINT) 51 -=TROGK (PAINT) Q HALLWAY STAINED GONG. PRE -FIN. COMPOSITE (PAINT) SHEETROGK (PAINT) 5HEETROGK (PAINT) ❑8 HALLWAY PLANK VINYL PREFIN. COMPOSITE (PAINT) SHEETROCK (PAINT) 5HEETROGK (PAINT) ❑q BEDROOM STAINED CONG. PREFIN. COMPOSITE (PAINT) 5HEETROGK (PAINT) SFfEETROGK (PAINT) 10 BEDROOM CARPET PREFIN. COMPOSITE (PAINT) 5HEETROGK (PAINT) 51-=TROGK (PAINT) II BATHROOM SHEET VINYL #1 PREFIN. COMPOSITE (PAINT) 5HEETROGK (PAINT) SFIEETROGK (PAINT) ONE LAYER MOISTURE RE515TANT SHEETROGK AT TUE35 12 BATHROOM SHEET VINYL #1 PREFIN. COMPOSITE (PAINT) SHEETROGK (PAINT) 51-=TROGK (PAINT) ONE LAYER M015TURE RE51STANT SHEETROGK AT TU55 13 CLOSET STAINED GONG. PREFIN. COMPOSITE (PAINT) SHEETROCK (PAINT) 5HEETROGK (PAINT) 14 CL05ET CARPET PREFIN. COMP051TE (PAINT) SHEETROGK (PAINT) SHEETROGK (PAINT) 15 LAUNDRY STAINED CONC. PREFIN. COMPOSITE (PAINT) SHEETROCK (PAINT) 5HEETROGK (PAINT) I6 LAUNDRY SHEET VINYL #2 PREFIN. COMPOSITE (PAINT) SHEETROGK (PAINT) 51-=TROGK (PAINT) 11 STAIRS CARPET PREFIN. COMPOSITE (PAINT) SHEETROCK (PAINT) 51 EETROCK (PAINT) 18 HALLWAY CARPET PREFIN. COMPOSITE (PAINT) SHEETROGK (PAINT) 5H1=TROGK (PAINT) Iq UTILITY UNFIN151 ED RUBBER BASE SHEETROCK (PAINT) 5HEETROGK (PAINT) 20 I.T. UNFIN15HED RUBBER BASE SHEETROGK (PAINT) 51 ETROGK (PAINT) 21 FIRE SPRINKLER UNFINISHED RUBBER BA5E SHEETROGK (PAINT) 511EETROCK (PAINT) NOTES: VERIFY ALL FINISHES WITH INTERIOR DE516NER. ALL CLOSET FINISHES TO MATCH ROOMS. A/C CLOSET FLOORS TO BE UNFINISHED. UNITS, OPTION 1 FINISH LEGEND SPECIFICATIONS: RP3 ` EE��-44501 LOCATION:COLOR- 'Ir s.ruELOR5E 1_ COLOR:.. 6235FOCKY DAY RBI MANUFACTURER: JOIU501TE -II • ► �E3E �S j COLOR::r _ 1.61% BASE ice- IVE- I I Jii 1 iNEATLY FORMINSIDE COLOR: :1RI OUTSIDEI• i-• FROM LOCATION- KITCHEN ONLY.COILS SHEET Ni- MANUFACTURER:��►u 1- I - CONCRETE Wlii� 1 PRO=Tt PRODWT: ACID STAIN LOCATION: LOCATION: COMMON HALLKAYS PLANK VINYL: ' I r ffU=IE5 f Y1 MANUFACTURER:iRM ILL • I- '-. LOCATION::�Si �� �Iillll - : I - • I- i-I ANTIOF i= rA- LOCATION:Mi.'11N1J1LL, T UNITS - OPTION 2 FINISH LEGEND SPECIFICATIONS: CARPET: - j1►1 COLOR:r1 'T COLOR: .1 61215 NAVAJO KJITE J►.Iilll5 COLOR::.I EL!J5 4 �iC17 PROD S<r.H-___ OR .F 1 . BASE: COLOR.* 5H blog -II • RUBBER BA. 1 APPLICATION:BASE APHE51VE• NEATLY FORMINSIDE COLOR- :,:I�i OUTSIDE • - i-- FROM I • KITCHEN COILSONLY. SHEET VINYL- D E-: STAINED K2 COKEETE: MANUFACTURER: IL ►E1- CAMOUFLAGE PRODUCT: PROEWT: ALla STAIN COLOR: COLOR: WQM - ICr PLANK .11 690(49 49 COLOR:LOCATION: MQr2 ANTIQUE .I•.. - PREFINISHED F RE I IN15HED O O HELDED / PAINTED O Yf L_DED / PAINTED KD. FRAME PO. FRAME HM. FRAME HM. FRAME O O O 00 TOT OT 00 0, OO 10 11 HALLWAY UTILITY EXTERIOR ENTRY EXTERIOR ENTRY SAME AS TYPE 3 BUT WITH PASSAGE 5C / WD GRAIN MASONITE FULLY SET 5G / WD GRAIN FIE�EIRGLA55 W/ TEMPERED SG / WD GRAIN FIE3ERGLASS W/ TEMPERED LOUVERED LOW-E INSULATED DOUBLE PANE LITE KIT LOW-E INSULATED DOUBLE PANE LITE KIT DO NOT UNDERCUT W/INTERNAL MUTTON BARS W/INTERNAL MUTTON BARS DOOR SCHEDULE. EXTERIOR ENTRY SG / WD GRAIN FIBER6LAS5 W/ TEMPERED LOW-E INSULATED DOUBLE PANE LITE KIT W/INTERNAL MUTTON BARS Ol DOOR TYPES SCALE: 3/8" = 1'-0' WELDED / PAINTED Campus W. FRAM j �'k ` . ` wl- Village Y//�// %. //��� Communities CAMPUS TILLAGE AT NO. SIZE THK. DESCRIPTION REMARKS DOOR HARDWARE I 31-01W X 71-O'H 1-3/4' INTERIOR ENTRY 2 V-01W X T-001-1 I-3/8' BEDROOM 3 3'-O'W X T-0"H I-3/8" BATH FROM BR. 4 3'-0'W X T-0"H I-3/8" BATH FROM HALLWAY 5 51-00W X 1'-0'H (Pr. 2'-6") CLOSET (ONE SIDE TO BE 32' CLEAR) TEMPERED GLASS 6 5'-05W X "1'-0'H (pr. 2'-b') BIFOLD LAUNDRY 1 3'-01W X 7'-00H 1-3/8' HALLWAY 8 3'-09W X 7'-0'H 1-3/8' HALLWAY q 21-6"W X 7'-O'H 1-3/8' UTILITY 10 3'-O'W X T-O'H 1-3/44 EXTERIOR ENTRY NOTES: 1) BARRIER FREE THRESHOLD AT ALL GROUND FLOOR ENTRY DOORS. 2) LEVER HARDWARE AT EXTERIOR SIDE OF ALL GROUND FLOOR ENTRY DOORS. 3) ALL 6LAZING TO MEET FEDERAL, STATE, AND LOCAL CODE5. 4) ALL EXTERIOR DOORS TO HAVE ALUMINUM THRESHOLD. 5) 1/2" THRESHOLD AT ALL 6ROLM FLOOR UNITS. 6) 1/2' THRESHOLD AT ALL HANDICAP UNITS. 1) 3/4' THRESHOLD AT ALL UPPER FLOOR UNITS 8) LOCKS ON DOORS IN MEANS OF E6RE55 SHALL NOT REQUIRE USE OF KEY OR SPECIAL KNOWLEDGE. WINDOW SCHEDULE NO. SIZE LITES HDR. DESCRIPTION REMARKS OI 4'-O'W X 4'-6"H 4/4 EACH 1'-0' SINGLE HUNG, VINYL FRAME TEMPERED GLASS 20 (DBLJ 2'-OM X 4'-6'H 4/4 EACH 1'-0' SINGLE HUNG, VINYL FRAM TEMPERED 6LA55 30 7-OM X 4'-6'H 4/4 EACH 1'-0' SINGLE HUNG, VINYL FRAME TEMPERED 6LA-% ® 4'-0214 X 4'-0'H 4/4 EACH 1'-0' SINGLE HUNG, VINYL FRAM TEMPERED GLASS NOTES: ALL GLAZING TO MEET FEDERAL, STATE, AND LOCAL CODE5. BEDROOM WINDOW5 SHALL HAVE A MINIMUM NET CLEAR OPENABL E AREA OF 5.150. FT. THE MINIMUM CLEAR HEIGHT SHALL BE 24, A.F.F. THE MINIMUM CLEAR WIDTH SHALL BE 20' SILL HT. TO BE NO HIGHER THAN 44' A.F.F. AND LESS. COMPLIES WITH IBC, 200q SECTIONS 102q FOR EMERGENCY ESCAPE AND RESCUE. ALL WINDOWS TO BE LOW TO - INSULATED TEMPERED 6L.A55, TYPICAL. INTERNAL MULLON BARS TOP AND BOTTOM LITES OF ALL WINDOWS. L6� �J ►WN MOLDING 3"H NOTE: GROWN MOLDING 15 TO BE IN LIVING AREAS ONLY. VERIFY EXACT LOCATION WITH OWNER. 03 CROWN MOLDING SCALE: N.TS• (VERIFY PROFILE WITH OWNER) RUBBER BASE 3/Ib'DX6"W 02 RUBBER BASE SCALE: N.T5. (VERIFY PROFILE WITH OWNER) COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155L ED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST H ILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com �~ o � A y d► 4916 e� or dw JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: . SCALE: 04.15.10 1 29093 AS NOTED SHEET NO. A6 SCHEDULES COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY' BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN XPER— ZTAIN1 Q w O r- INTERIOR BATHROOM 10 2ND/3 RD FLOOR ELEVATION SCALE: 3/8' = 1'-0' ,N1 INTERIOR BATHROOM 09 1 ST FLOOR ELEVATION SCALE: 3/8' = I'-O' INTERIOR ce _a Otw . U- 05 KITCHEN BAR SECTION SCALE: 3/8' = 1'-0' �` '� � FURRDOVVPI AREA FOR FOTLRE A� pp ��p C-PAB BARS (IST FLOOR ONLY) INTERIOR BATHROOM 08 REINFORCED AREA ELE SCALE: 3/8' = 1'-0" INTERIOR 04 KITCHEN ELEVATION SCALE: 3/8' = V-O' INTERIOR ELEVATION NOTE5: PRIOR TO INSTALLATION VERIFY AND COORDINATE REQUIRED CLEARANCE DIMEN51ON5 OF ALL GABINETS AND DRANER5 TO CLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY GABINET TOP5 AND 5PLA5H TO HAVE 6RANITE FIN15H. PROVIDE BLOGKIN6 FOR ALL TOWEL BARS AND GRAB BAR5. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BAR5 (15T FLOOR ONLY). ALL BEDROOM GLO5ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 5HEET Al. PROVIDE AN51 OPERABLE PART5 FOR ALL HANDIGAP UNIT5. AT THE REQUEST OF THE TENANT, PROVIDE 5TAGKED NA5HER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. EVATION [` — — — — —_ —_ R RRDOWN_ _— — — INTERIOR BATHROOM 07 1 ST FLOOR ELEVATION SCALE: 3/8' = I'-O" OF N3315 N12130 P6015 N2130 MIGRO/1-IOOD REF I �o o� I GRANITE GREASE COUNTER SHIELD 7" TSPLAOP c; �I I o -- / o 0 O �, 1-1 B21 1121 2-10 3/4" I'-c{" INTERIOR 03 KITCHEN ELEVATION SCALE: 5/6' = 1'-0' NOTES: I. DEPTH OF SINK SHALL BE NO GREATER THAN W. FOR AN51 "TYPE A" UNITS THE DEPTH OF 51NK SHALL BE NO GREATER THAN 5-1/211. 2. COUNTER THIGKNE55 AND 50PPORTIN6 5TRUGTURE SHALL BE I" MAXIMUM OVER THE REQUIRED CLEAR 5PAGE. 3. THERE SHALL BE NO 5HARP OR ABRASIVE 5URFAGE5 UNDER HOT AND GOLD HATER PIPE5. DRAIN PIPES AND HOT HATER PIPE5 UNDER SINK SHALL BE INSULATED OR OTHERNI5E COVERED. 4. THE LOCATION OF CONTROLS FOR RAN6E5 AND GOOK TOP5 SHALL NOT REQUIRE REAGHIN6 AGRO55 BURNER5 TO MEET AN51 "TYPE A" UNIT5. 5. ALL AGGE551 BLE NA54ER5 AND DRYER5 TO HAVE FRONT LOADING DOORS AND FRONT GONTROL5 TO MEET AN51. 6. ALL 51NK5 ARE TO HAVE 1/3 H.P. D15P05AL. -1. CAULK ALL ABUTTING SURFAGE5. 21_nll HATER / I HEATER I I I/ �I I� /I I/ �I UNIT LOCATION BUILDIN6 TYPE I - 2ND 4 3RD FLOOR BUILDIN6 # I, 2, 4 4 C INTERIOR 06 UTILITY ELEVATION SCALE: 3/8' = I'-O" a� N UNIT LOCATION BUILDIN6 TYPE I - 15T FLOOR BUILDING # I, 2, 4 4 UNIT A 2 BEDROOMS - 2 BATHS GROSS AREA q81 S.F. NUMBER OF UNITS 17 PATIOBALG. AREA 104 S.F. NUMBER OF H.G. UNITS I TOTAL 6R055 AREA Ip85 S.F. TOTAL NUMBER OF UNITS IS 02 UNIT A - 2ND/3RD FLOOR PLAN SCALE: 1/4' = 1'-0" REFER TO SHEET Al FOR GENERAL NOTES. 01 UNIT A -1 ST F REFER TO SHEET A5 FOR FAIR HOUSING AGGE551BILITY REQUIREMENTS. REFER TO SHEET A6 FOR DOOR, WINDOW, FIN15H 5GHEDULE5 AND TRIM DETAILS.° I/4' = 1'-0" ALL DIMENSIONS ARE FROM FAGS OF STUD TO FACE OF STUD. INDIGATE5 GEILIN6 AREAS FURRED DONN TO -f'-q" 4 INDIGATE5 GEILIN6 AREAS FURRED DONN TO 7'-6" LOOR PLAN y✓ is i. ...� / y / 4 5 y r .. p. 11 Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% RBAEN SET 03/I5/10 ISSUED FOR PERMIT 04/I5/10 O M B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com SHEET NO. Al UNIT A -TYPE I PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN UNIT A-HC INTERIOR BATHROOM 09 ACCESSIBLE ELEVATION SCALE: 3/8' = I'-0' — — WATER HEATER INTERIOR FURRDO M _— _ _ — _ _ 'I �,-`�i URTAINII �w ---��c--- 00 REINFORCEDFOR Q FIBERGLA55 360WX341H n T1,8/5HOWER RJAREATIIRE C7RAB BARS MIRROR \ w (1ST FLOOR ; LL ONLY) m , O - I � ------------- TPH z r m - N 0 VB24 D512 31-O• /2" INTERIOR BATHROOM 12 1 ST FLOOR ELEVATION SCALE: 3/8" = 1'-0' II FIBERGLASS " ROLL -IN 6 SHOWER UNIT A-HC INTERIOR BATHROOM 08 ACCESSIBLE ELEVATION SCALE: 3/8' = 1'-O" INTERIOR BATHROOM 11 REINFORCED AREA ELEVATION SCALE: 3/8' = 1'-0" — _ _ — R)RRDONM _ —', INTERIOR BATHROOM 10 1 ST FLOOR ELEVATION SCALE: 3/8" = 1'-0' UNIT LOCATION BUILDING TYPE I - 2ND 4 3RD FLOOR BUILDING # I, 2, 4 4 UNIT LOCATION BUILDING TYPE I - 15T FLOOR BUILDING # I, 2, 4 4 UNIT A-HG 2 BEDROOMS - 2 BATHS 6RO55 AREA q81 S.F. NUMBER OF UNITS I1 PATIO AREA 114 S.F. NUMBER OF H.G. UNITS I TOTAL GROSS AREA Ip95 S.F. TOTAL NUMBER OF UNITS IS 5HOWER CURTAIN ROD FIBERGLA55 MIRROR GRC ANITE OUNTER ROLL -IN TOP AND SPLASH SHOWER I 54" MIN. ;O 3'-0" _ ATION LAV � �� � " 42" MIN. 2 -0I -O 12" MAX. MAx. ° WG TPH — INC REFRIGERATOR IN AN51 UNITS ARE TO BE 51DE BY SIDE. m m CZCL m m ALL MIGROWAVE AND VENTHOOD ARE TO MEET AN51 1005A OPERABLE PART5. m DB12 V624 REMOVABLE 2'-8" 31-0" UNIT A-HC UNIT A-HC INTERIOR BATHROOM INTERIOR BATHROOM 07 ACCESSIBLE ELEVATION 06 ACCESSIBLE ELEVATION SCALE: 3/8' = 1'-0" SCALE: 3/8' = 1'-0' OPEN TO LIVING ROOM GRANITE COUNTER TOP AND BACK5PLASH DOUBLE SINK 4DISP05AL co ABG FIRE 0 EXTINGUl%m7 ,i�i=I� — '!Lim / ° ° \ \ / • _ r UNIT A-HC - INTERIOR UNIT A-HC - INTERIOR 05 UTILITY ELEVATION 04 . KITCHEN BAR SECTION 03 KITCHEN ELEVATION SCALE: 3/8" = I'-0" SCALE: 3/8' = 1'-0' SCALE: 3/8' = 1'-0" INTERIOR ELEVATION NOTES: PRIOR TO INSTALLATION VERIFY AND COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL GABINET5 AND DRAWERS TO CLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY GABINET TOPS AND 5PLA5H TO HAVE GRANITE FIN15H. PROVIDE BLOGKING FOR ALL TOWEL BARS AND GRAB BARS. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BARS (15T FLOOR ONLY). ALL BEDROOM GL05ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 SHEET Al. PROVIDE AN51 OPERABLE PART5 FOR ALL HANDICAP UNITS. AT THE REQUE5T OF THE TENANT, PROVIDE 5TAGKED WA5HER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. OF M315 W2430 M015 W1230 10,0 / \ \ HOOD / / I GI4ANITE _ _ T AND I \\ 5Fj�M1GR0- i-A5" i o �/ o \X/ \ UNIT A-H 02 KITCHEN SCALE: 3/8' = 1'-0" I' B24 512 2-II I/4" 21-0" 2'-6" [1-011 C - INTERIOR ELEVATION NOTE5: 1. DEPTH OF SINK SHALL BE NO GREATER THAN W. FOR AN51 "TYPE A" UNITS THE DEPTH OF SINK SHALL BE NO 6REATER THAN 5-1/2". 2. COUNTER THIGKNE55 AND SUPPORTING 5TRUGTURE SHALL BE I" MAXIMUM OVER THE REQUIRED CLEAR 5PAGE. 3. THERE SHALL BE NO 5HARP OR ABRASIVE 5URFAGE5 UNDER HOT AND GOLD WATER PIPE5. DRAIN PIPES AND HOT WATER PIPES UNDER 51NK SHALL BE INSULATED OR OTHERWISE COVERED. 4. THE LOCATION OF GONTROL5 FOR RAN6E5 AND GOOK TOP5 SHALL NOT REQUIRE REAGHIN6 AGRO55 BURNER5 TO MEET AN51 "TYPE A" UNITS. 5. ALL AGGE551BLE WA5HER5 AND DRYERS TO HAVE FRONT LOADING DOOR5 AND FRONT GONTROL5 TO MEET AN51. 6. ALL SINKS ARE TO HAVE 1/3 H.P. D15P05AL. 7. GAULK ALL ABUTTING 5URFAGE5. I N GREASE d? SHIELD � d N — REFER TO SHEET Al FOR GENERAL NOTES. REFER TO SHEET A5 FOR FAIR HOUSING AGGE551BILITY REQUIREMENTS. REFER TO SHEET A6 FOR DOOR, WINDOW, FIN15H 5GHEDULE5 AND TRIM DETAILS. ALL D I MEN51 ON5 ARE FROM FACE OF 5TUD TO FACE OF 5TUD. INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 7 q INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 7'-6" rf 01 UNIT A-HC- FLOOR PLAN SCALE: 1/4' = 1'-0" 131 ,f,,,,;... Campus sa Vi I I a J e Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972 . 788. 1010 www.obrienarch.com -�4A 'r,�► �p 4916 9 OF JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. ffift A8 UNIT A-HC - TYPE I PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN SHOPER CURTAIN ROD \ \ TOWEL \ FIBER6LAS5 BAR Ii�ORGEb M B/SHOWER 2'-00 AREA FOR TONE LNBAR t— REINFORGE D / AREA FOR / RnLIRE L GRAB BARS (IST FLOOR m N ONLY) / m / INTERIOR 08 BATHROOM EL SCALE: 3/8' = 1'-0" EVATION INTERIOR AREA FOR FUTURE GRAB BARS (IST FLOOR ONLY) INTERIOR BATHROOM 07 REINFORCED AREA ELEVATION SCALE: 3/8' = I'-O" 04 KITCHEN BAR SECTION SCALE: 3/8' = 1'-0' • i •- ar • • INTERIOR 06 BATHROOM ELEVATION 50ALE: 3/8' = I'-O' OF NOW W3015 NOW W3315 ° ° / 0 ° \ \ MICRO/HOOD , F R13= \ \ GREASE GRANITE I \ SHIELD I COUNTER I \ ITOP AND / °\N, I ( / DLI 17LI I' -a' 2'-6' I' -a" 2-10 3/4" INTERIOR 03 KITCHEN ELEVATION SCALE: 3/8" = 1'-0" INTERIOR ELEVATION NOTES: PRIOR TO IN5TALLATION VERIFY AND COORDINATE REQUIRED CLEARANCE DIMEN51ON5 OF ALL GABINET5 AND DRAWER5 TO GLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY GABINET TOPS AND 5PLA5H TO HAVE GRANITE FIN15H. PROVIDE BLOGKIN6 FOR ALL TOWEL BARS AND GRAB BARS. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BARS (15T FLOOR ONLY). ALL BEDROOM GL05ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 5HEET Al. PROVIDE AN51 OPERABLE PARTS FOR ALL HANDIGAP UNITS. AT THE REQUEST OF THE TENANT, PROVIDE 5TAGKED WA5HER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. WIRE SHE 12' DEEP INTERIOR 05 UTILITY ELEVATION SCALE: 3/8' = 11-0" OPEN TO LIVING ROOM W2430 GRANITE: COUNTER — TOP AND BAGK51PLASH N i SINK i o I5P05AL `-,0 °� — ABG FIRE EXTINGUISHER \ \ TI /E: o 10 ° ° o 5 5B36 524 P24 1'-3" 31-011 2'-011 2'-0" 21—O" INTERIOR 02 KITCHEN ELEVATION SCALE: 3/8" = 1'-0" NOTE5: 1. DEPTH OF 51NK SHALL BE NO GREATER THAN W. FOR AN51 "TYPE A" UNIT5 THE DEPTH OF 51NK 5HALL BE NO GREATER THAN 5-1/211 . 2. COUNTER THICKNE55 AND 5UPPORTIN6 5TRUGTURE SHALL BE I" MAXIMUM OVER THE REQUIRED GLEAR 5PAGE. 3. THERE SHALL BE NO SHARP OR ABRA51 VE SURFAGE5 UNDER HOT AND GOLD WATER PIPE5. DRAIN PIPES AND HOT WATER PIPE5 UNDER 51NK SHALL BE IN50LATED OR OTHERN15E GOVERED. 4. THE LOGATION OF CONTROL5 FOR RAN6E5 AND GOOK TOPS SHALL NOT REQUIRE REAGHIN6 AGRO55 BURNERS TO MEET AN51 "TYPE A" UNIT5. 5. ALL AGGE551 BLE WA5HER5 AND DRYER5 TO HAVE FRONT LOADING DOORS AND FRONT CONTROL5 TO MEET ANSI. 6. ALL 51NK5 ARE TO HAVE 1/3 H.P. D15PO5AL. -i. GAULK ALL ABUTTING 5URFAGE5. UNIT LOGATION BUILDING TYPE I - 2ND 4 3RD FLOOR BUILDIN6 # I, 2, 4 4 A-V_118 In UNIT LOGATION • BUILDIN6 TYPE I 15T FLOOR BUILDIN6 # I, 2, $ 4 UNIT B 3 BEDROOMS - 3 BATHS 67R055 AREA I,lib S.F. NUMBER OF UNITS 2 PATIO/BALG. AREA 104 S.F. NUMBER OF H.G. UNITS I TOTAL 6R055 AREA 1,280 S.F. TOTAL NUMBER OF UNITS 3 REFER TO SHEET Al FOR GENERAL NOTE5. REFER TO SHEET A5 FOR FAIR HOUSING AGGE551BILITY REQUIREMENT5. 01 UNIT B - FL REFER TO SHEET A6 FOR DOOR, WINDOW, FIN15H 5GHEOULE5 AND TRIM DETAIL5. SCALE: 1/4' = V-O' ALL DIMEN51ON5 ARE FROM FAGS OF 5TUD TO FAGS OF 5TUD. 4 INDIGATE5 GEILIN6 AREA5 FURRED DOWN TO -1'-a" / INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 1-6 F OOR PLAN r ., ., (!'. I •: I N f i ,%�4 .:5.: �•i %, y..% % Campus ' jz VZOP Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% RE ME34 SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0 B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com ' A y �p 4%6 e, OF JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04-15-10 29093 AS NOTED SHEET NO. UNIT B - TYPE I PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN UNIT B-HC INTERIOR BATHROOM 09 ACCESSIBLE ELEVATION SCALE: 3/8' = 1'-0" 9 INTERIOR 05 UTILITY ELEVATION SCALE: 3/8" = 1'-0" f` - — RJRRDOI^AI — — _ _ FURRDOYVN — — .. ;> .. m I SWK I I m _—_— — GURTf _ _ _ _ , 3 O CURTAIN �� f ROD \ O O O O }�T. REINFORCED TONEL \ C C ,. i , i Ilk/,, „��f % % 360KX340H AREA FOR FIBERGLASS BAR \ 1 (FORGED %. f o, :,,,„i/ %, ,<.�% J r MIRROR FUTURE N BARS.FIBERGLASS TUB/SFIOY 2'-O• AREA FOR i (IST FLOOR TUB/SHOYcR TOM03AR ONLY) \ ," Campus T- rjAR / / k5 '/ Village z z ° ,F w '� /' q C A B Communities _I �s m m N ONLY) N � = B-HC AT BUILDIN6 CAMPUS m / #4 ONLY DB12 2 VILLAGE AT 1/2" 3'-O" I'-b" 2'-8" COLLEGE INTERIOR BATHROOM 14 1 ST FLOOR ELEVATION RWDOM RrAlx---- )D r 3'-0" _I REINFORCED FIBERGLASS AREA FOR 36N X34NH TUB/SWYi:—R BMA 5E GRAB MIRROR (1ST FLOOR ,— ONLY) o V 1- r- 0 W-1 N E7— �TPH N �1324 V512 31-0" 1/2" INTERIOR BATHROOM 12 1 ST FLOOR ELEVATION SCALE: 3/8' = 1'-0' �` _ =RRRVOW _ _ INTERIOR BATHROOM 11 REINFORCED AREA EL SCALE: 3/8' = 1'-0" m EVATION INTERIOR BATHROOM 13 1ST FLOOR ELEVATION SCALE: 3/8' = 1'-0' ------------- INTERIOR BATHROOM 10 1 ST FLOOR ELEVATION SCALE: 3/8' = 1'-0" UNIT LOCATION BUILDING TYPE I - 2ND 4 3RD FLOOR BUILDING # I, 2, 4 4 UNIT LOCATION BUILDING TYPE I - 15T FLOOR BUILDING # I, 2, 4 4 UNIT B-HG 3 BEDROOMS - 3 BATHS 6RO55 AREA 1,176 5.F. NUMBER OF UNIT5 2 PATIO AREA 114 5.F. NUMBER OF H.G. UNIT5 I TOTAL 6RO55 AREA 1,2g0 5.F. TOTAL NUMBER OF UNIT5 3 SHOVER SWYER NOTE: CURTAIN CURTAIN REFRIGERATOR IN AN51 UNIT5 ARE TO BE 51DE BY 510E. 3'-0" 11 ROD ROD \ ALL MIGROWAVE AND VENTHOOD ARE TO MEET AN51 1003.q OPERABLE PARTS. CERANITE COUNTER OP AND SPLASH MIRROR FIBERGLASS FIBERGLASS TOML \ \ ROLL -IN ROLL -IN BAR \ cv SHON�R SHOYiER 2'-0" \ „ NTROLS " FIBER6LA55 n \ 3 -O LOGAT N b ROLL -IN b \ 42'-I I' I'-0" 2'-0" LAV//A SHOVER INFORCED\ Is I AREA FOR TOI�EL BAR / 14'-5 I/2' b�� m TPH WG ° MAX. - = m / / q'-I I/2" V-4' q'-7 I/2" q'-10 1/2" m - dA CL m / mz m iN / VB24 OBI2 REMOVABLE o 1 •Q LJ4 3'-O" 2'-8' UT4 IT B-H'C UNIT B-HC UNIT B-HC ����q'-a`611 _j q'-0" a INTERIOR BATHROOM INTERIOR BATHROOM INTERIOR BATHROOM 'L L 0 08 ACCESSIBLE ELEVATION 07 ACCESSIBLE ELEVATION 06 ACCESSIBLE ELEVATION 3'-2' 2'-2' SCALE: 3/8' = 1'-0" SCALE: 3/5' = 1'-0" SCALE: 3/8" = 1'-0" OF K1230 NB015 P42430 M315 \ \ \ \ / / / \ HOOD \ , oo' / / F T GRANITE XRO� I COUNTER ITOPA i � ( I _ I 512 B24 2'-b" 2'-O" 2'-111/4" INTERIOR 04 KITCHEN ELEVATION OPEN TO LIVING ROOM 1044830 GRANITE COUNTER / \ TOP AND BACK5PLASH : O SINK N I �J' POSAL \ o 0111 O — ABC FIRE EXTINGUISHER �? 0 0° o .DWI\DWI , / o o \ o N 15 SB36 B18 B30 REMOVABLE REMOVABLE 3'-0" 2'-0" 1'-b" 2'-6• I" E,,,o INTERIOR 03 KITCHEN ELEVATION INTERIOR ELEVATION NOTE5: PRIOR TO INSTALLATION VERIFY AND COORDINATE REQUIRED CLEARANCE DIMEN51ON5 OF ALL GABINET5 AND DRAWER5 TO CLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY CABINET TOPS AND 5PLA5H TO HAVE GRANITE FIN15H. PROVIDE BLOGKIN6 FOR ALL TOWEL BAR5 AND GRAB BARS. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BAR5 (15T FLOOR ONLY). ALL BEDROOM GLO5ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 5HEET Al. PROVIDE AN51 OPERABLE PART5 FOR ALL HANDICAP UNIT5. AT THE REQUEST OF THE TENANT, PROVIDE 5TAGKED WA5HER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. INTERIOR 02 KITCHEN BAR SECTION SCALE: 3/8' = 1'-0" NOTES: 1. DEPTH OF 51 NK 5HALL BE NO 6REATER THAN 8". FOR AN51 "TYPE A" UNIT5 THE DEPTH OF SINK 5HALL BE NO GREATER THAN 5-1/211 . 2. COUNTER THIGKNE55 AND 5UPPORTIN6 5TRUGTURE 5HALL BE I" MAXIMUM OVER THE REQU I RED CLEAR 5PAGE. 3. THERE 5HALL BE NO SHARP OR ABRA5IVE 5URFAGE5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPE5 AND HOT WATER PIPES UNDER 51NK SHALL BE IN5ULATED OR OTHERWI5E COVERED. 4. THE LOCATION OF GONTROL5 FOR RAN6E5 AND GOOK TOPS SHALL NOT REQUIRE REAGHIN6 AGRO55 BURNER5 TO MEET AN51 "TYPE A" UNIT5. 5. ALL AGGE551BLE WA5HER5 AND DRYERS TO HAVE FRONT LOADING DOORS AND FRONT GONTROL5 TO MEET AN51. 6. ALL 51NK5 ARE TO HAVE 1/3 H.P. D15PO5AL. 1. CAULK ALL ABUTTING 5URFAGE5. In REFER TO SHEET Al FOR GENERAL NOTE5. REFER TO 5HEET A5 FOR FAIR HOU51N6 AGGE551BILITY REQUIREMENT5. REFER TO SHEET A6 FOR DOOR, WINDOW, FIN15H 5GHEDULE5 AND TRIM DETAILS. ALL DIMEN51ON5 ARE FROM FACE OF STUD TO FACE OF STUD. INDICATE5 GEILIN6 AREA5 FURRED DOWN TO 1'-q" V Y.:.r✓ r f INDICATES GEILIN6 AREA5 FURRED DOWN7 TO '-6" f,{ 01 UNIT B-HC - FLOOR PLAN SCALE: 1/4' = 1'-0" STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 5096 REVIEW SET 03/15/10 155UED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com SHEET NO. UNIT B-HC - TYPE I PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN - - RIR RDOIM — - m I — _ — - ISHOYqEF ---- --- UJRTAIi ROI r' 3'-011 o ✓60 X34NH ry MIRROR FIBER6LA% m Ti93/51­10YER f O IN / o WG N TPH F _ DBI2 VB 4 3'-01 11-/ " 21-8" 7—-----FURRDOM -- SHOWER CURTAIN ROD \ \ TOWEL \ FIBERGLASS, BAR fNFORGED 11 Ti16/514OWER L2 -OL AREA FOR TOWEL\BAR REINFORCED r AREA FOR / FUTURE / z GRAB BARS (IST FLOOR m N ONLY) / m / INTERIOR BATHROOM INTERIOR BATHROOM 13 2ND/3RD FLOOR ELEVATIONS 12 1 ST FLOOR ELEVATIONS SCALE: 3/8' = I'-O' SCALE: 3/8" = V-O' f ` `FllRRpOWN UIRTAIN ROD .�• �� 1 3'-011 r 36"WX34"H MIRROR FIBERGLASS — TUB/SHOWER LAV m ;s O EE - r � � 0 WG o 0 1 VB24 0512 2'-qll II / n 31 INTERIOR BATHROOM 10 .2ND/3RD FLOOR SCALE: 3/8" = I'-O' WIRE SHELF 12" DEEP r I - • • - ar • O r: INTERIOR BATHROOM ELEVATIONS 09 1 ST FLOOR ELEVATIONS SCALE: 3/8' = I'-0" INTERIOR INTERIOR 06 UTILITY ELEVATION 05 KITCHEN BAR SEC SCALE: 3/8' = 1'-0" SCALE: 3/8' = P-O" TION O ►."z W212s 7 - - r• i I • \\\1 SMOXXX\\O\\`' I I INTERIOR BATHROOM 11 1 ST FLOOR ELEVATIONS SCALE: 3/8" = 1'-0" BARS (15T FLOOR ONLY) r- —_ —_ — _ _ '1 _R1RRpOHN SHOWER CURTAIN / / ROD / TOWEL / BAR FI5ERC7LA:56 / 21-011 TI&SHOIAIER / IW-ORCEV / AREA FOR TO BAR \ REINFORGED AREA FOR 7<=7- GRAB BARS (IST FLOOR ONLY) - m m INTERIOR BATHROOM INTERIOR BATHROOM 08 REINFORCED AREA ELEVATION 07 1 ST FLOOR ELEVATIONS SCALE: 5/8' = P-O" SCALE: 3/8' = I'-O' W2130 W3015 OF W2130 W3315 i I REF I \ o GREASE SHIELD a I GRANITE COUNTER ITOP AND ( \ \ / 0 — — � � / I API A�1 I B21 B21 I'-q" 2'-b" i'-q" 2'-10 3/4" OPEN TO LIVING ROOM GRANITE COUNTER TOP AND BACKSPLASH \ SINK / N / 151705AL o / ABC FIRE \ EXTINGUISHER \ ON /Do / C C \ / / O / \ / cn E115 5836 B24 P24 t-311 31-011 21-01 21-0" 21 Ow INTERIOR INTERIOR 04 KITCHEN ELEVATIONS 03 KITCHEN ELE INTERIOR ELEVATION NOTES: PRIOR TO INSTALLATION VERIFY AND GOORDINATE REQUIRED GLEARANCE DIMEN51ON5 OF ALL GABINET5 AND DRAWERS TO GLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY GABINET TOPS AND 5PLA5H TO HAVE GRANITE FIN15H. PROVIDE BLOCKING FOR ALL TOWEL BARS AND GRAB BAR5. PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS (15T FLOOR ONLY). ALL BEDROOM GLO5ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 5HEET Al. PROVIDE AN51 OPERABLE PARTS FOR ALL HANDIGAP UNITS. AT THE REQUEST OF THE TENANT, PROVIDE 5TAGKED WA5HER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. VATIONS NOTES: I. DEPTH OF SINK 5HALL BE NO GREATER THAN W. FOR AN51 "TYPE A" UNITS THE DEPTH OF SINK SHALL BE NO GREATER THAN 5-1/2 ". 2. GOUNTER THIGKNE55 AND SUPPORTING 5TRUGTURE SHALL BE I" MAXIMUM OVER THE REQUIRED GLEAR 5PAGE. 3. THERE SHALL BE NO 5HARP OR ABRASIVE 5URFAGE5 UNDER HOT AND GOLD WATER PIPE5. DRAIN PIPES AND HOT WATER PIPES UNDER SINK 5HALL BE IN5ULATED OR OTHERWISE GOVERED. 4. THE LOGATION OF GONTROL5 FOR RAN6E5 AND GOOK TOPS SHALL NOT REQUIRE REAGHIN6 AGRO55 BURNER5 TO MEET AN51 "TYPE A" UNITS. 5. ALL AGGE551BLE WA5HER5 AND DRYERS TO HAVE FRONT LOADING DOOR5 AND FRONT GONTROL5 TO MEET AN51. 6. ALL SINKS ARE TO HAVE 1/3 H.P. D15PO5AL. 1. GAULK ALL ABUTTING 5URFAGE5. UNIT LOGATION BUILDING TYPE I - 2ND 4 3RD FLOOR BUILDING # I, 2, 4 4 UNIT LOGATION BUILDING TYPE I - 15T FLOOR BUILDING # I, 2, 4 4 UNIT G 4 BEDROOMS - 4 BATHS 6RO55 AREA 1,399 S.F. NUMBER OF UNITS IS PATIO/BALG. AREA 104 S.F. NUMBER OF H.G. UNITS O TOTAL 6RO55 AREA 1,503 S.F. TOTAL NUMBER OF UNITS IS U I 13 AT ONLYT FL N 1 10 Q i� _ o o — ui __ _ _ _ 14 AT 2ND/3RD m DW PAN. m —CIA WIRE SHELF 3 FL ONLY O O m TB 24' II AT I TB 24" II AT IST ❑o q'-OKITG� • � T ■ O71 NLY ONLY O I O AT IST FL 4 NO/3RD q' 'GL6. TB 24 q'-7 I 2Vjt3 '-5 I/2" 12 T ONLY 3'-I 2' 2'-10" 4'-10" 3 ONLY q'-3 1/2, FL ONLY /�1 G■ : ®q1-O" GLG, I u_ `� REF. RANGE IGRO. 10 —1 —V e I = o o c� o U�-LAVUR'o � LAV m — — — — �� — LAY o O O 5 ►� GW O O I� 13 AT IST FL 0 I AT IST FL ONLY II AT 15T F1 14 F �� � '-O�� G G. '-� I/2" 2 FAT L ONLY 12 AT 2NV 3RD FL ONLY 3 BEDROOM 4 O O q'-0' GL6. r _ AT IST FL ONLY iv TPD ' N 10 AT 2ND/3RD FL ONLY II AT 15T FL ONLY 12 AT 2ND/3RD 30Xb0 TUB° FL ONLY 8'-II 1/2, 13'-4' V-2' N I REFER TO SHEET Al FOR GENERAL NOTE5. REFER TO SHEET A5 FOR FAIR HOUSING AGGE551BILITY REQUIREMENT5. REFER TO SHEET A6 FOR DOOR, WINDOW, FIN15H 5GHEOULE5 AND TRIM DETAILS. ALL DIMENSIONS ARE FROM FACE OF 5TUD TO FAGS OF 5TUD. 4 INDIGATE5 GEILIN6 AREAS FURRED DOWN TO INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 7'-6" f 02 UNIT C - 2ND/3RD FLOOR PLAN SCALE: 1/4' = P-O" 01 UNIT C -1 ST FLOOR PLAN SCALE: 1/4' = P-O" �., Campus '`` Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 1551JED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972.788.1010 www.obrienarch.com a C, 'Ay �p 4916 g OF V�'wt JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. UNIT C - TYPE I PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN _ I`==__-- ��zRDO __==='1 ----- ----- _ 151401 CURT = f=____—uRR�O"i—_===1 --- — SHOW CURT R 0 REINFORCED 36"WX340H 36"WX34"H AREA FOR FUTURE GRAB MIRROR � MIRROR TUB/SHOhER (IST FLOOR TUB/SI-IOYVER m - m ONLY) - T'_ O rFLAY, O i- r- -I `- _ - , I- - , Z N 0 o we 021 w TPH— TPH 4z -1 0 � ~s m fV F = N °� �_ D5I2 VB24 JIDB12 3'-0e I'40^ 2'-8" 1/2" 3'-0" INTERIOR BATHROOM INTERIOR BATHROOM 13 2ND/3RD FLOOR ELEVATION 12 1 ST FLOOR ELEVATION SCALE: 3/8' = 11-0' SCALE: 3/8' = 1'-0" lowER WAIN ---- ----- _ 3'-0e j 36'YVX34'H MIRROR FIBERGLASS — TUB/SHOYVER m cr O r r 0 Y`Ili 0 -c�V 0 I TpH VB24 0512 INTERIOR BATHROOM 10 2ND/3RD FLOOR EL SCALE: 3/8' = V-O' WIRE SHELF 12' DEEP No EVATION C. ------_FURROOhW-----='I PER --- TAIN -- ' � g - 3'-0^ REINFORCED FIBERGI.AA55 AREA FOR 36'WX340H TUB/SHO&R GRAB MIRROR N BARS (IST FLOOR ONLY) o r r- �� 0 0 0 TPH _ 0 I 24 M12 2'-8" I'-6' _ 3' 011 ON INTERIOR BATHROOM 09 1 ST FLOOR ELEVATION SCALE: 3/8' = I'-O' INTERIOR INTERIOR 06 UTILITY ELEVATION 05 KITCHEN BAR SEC SCALE: 3/8" = 1'-0' SCALE: 3/8' = I'-O" INTERIOR BATHROOM 08 REINFORCED AREA ELEVATION SCALE: 3/8' = 1'-0' OPEN TO H2430 LIVING ROOM GRANITE COUNTER TOP AND I / BAGK51:1" DOUBLE SINK o 4D15PO5AL oABC FIRE EXTGISHER 7 a 1 o 1 a P24B24" SBb BI5 2'-0 2'-0" 3'-0" -3 12'-0 INTERIOR TION 04 KITCHEN ELEVATION SCALE: 3/8" = 1'-0" INTERIOR ELEVATION NOTES: PRIOR TO INSTALLATION VERIFY AND COORDINATE REQUIRED CLEARANCE DIMEN51ON5 OF ALL GABINET5 AND DRAWER5 TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. ALL LAVATORY CABINET TOPS AND 5PLA5H TO HAVE GRANITE FINISH. PROVIDE BLOGKIN6 FOR ALL TOWEL BARS AND GRAB BARS. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BARS (15T FLOOR ONLY). ALL BEDROOM GL05ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 SHEET Al. PROVIDE ANSI OPERABLE PARTS FOR ALL HANDICAP UNITS. AT THE REQUEST OF THE TENANT, PROVIDE 5TAGKED WASHER AND DRYER AT TIME OF CON5TRUGTION FOR ANSI "B" UNIT5. • - or INTERIOR BATHROOM 11 1 ST FLOOR ELEVATION SCALE: 3/8' = 1'-0" 51-IOYVER CURTAIN / ROD / / TOYVEI.. / BAR FIBERGLASS /L 2`0" L TUB/5HOYER /1,--REINFORCED / AREA FOR r TINE BAR \ REINFORCED \ AREA FOR \ = \ FUTURE GRAB BARS z \h (IST FLOOR - \ ONLY) m m INTERIOR BATHROOM 07 1 ST FLOOR ELEVATION SCALE: 3/8" = 1'-0" OF Y6315 102130 M015 Y030 IN, / MICRO/HOOD / I REF / I GRANITE GREASE COUNTER SHIELD TP AND \ \ I cr 5 ASH o \ / �\ I i X \ / \ ' � B21 B21 2'-10 3/4" I'-q" INTERIOR 03 KITCHEN ELEVATION SCALE: 3/8" = 1'-0" NOTES: I. DEPTH OF SINK SHALL BE NO 6REATER THAN W. FOR AN51 "TYPE A" UNITS THE DEPTH OF 51NK SHALL BE NO GREATER THAN 5-1/211 . 2. COUNTER THIGKNE55 AND SUPPORTING 5TRUGTURE SHALL BE I" MAXIMUM OVER THE REQUIRED CLEAR 5PAGE. 3. THERE SHALL BE NO SHARP OR ABRASIVE 5URFAGE5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPES AND HOT WATER PIPES UNDER SINK SHALL BE INSULATED OR OTHERWISE COVERED. 4. THE LOCATION OF GONTROL5 FOR RANGES AND GOOK TOPS SHALL NOT REQUIRE REAGHING AGRO55 BURNERS TO MEET AN51 "TYPE A" UNITS. 5. ALL AGGE551BLE WASHERS AND DRYERS TO HAVE FRONT LOADING DOORS AND FRONT GONTROL5 TO MEET AN51. 6. ALL SINKS ARE TO HAVE 1/3 H.P. DISPOSAL. 7. CAULK ALL ABUTTING 5URFAGE5. UNIT LOCATION BUILDING TYPE 11 - 2ND 4 3RD FLOOR BUILDING # 3 4 5 UNIT LOCATION BUILDING TYPE 11 - I5T FLOOR BUILDING # 3 4 5 UNIT D 3 BEDROOMS - 3 BATHS CONDITIONED AREA 1,188 S.F. NUMBER OF UNITS 6 PATIO/BALG. AREA 104 S.F. NUMBER OF H.G. UNITS O TOTAL 6RO55 AREA 1,2g2 S.F. TOTAL NUMBER OF UNITS b Iqj K Iq I I q q a AT IST FL ONLY �` I q'-0" GLG °? ® AT 2ND/3RD FL ONLY 2 3 J m 0 O T' T: 4 TB 24' 4 TB 24, U AT ® • KH [10." BATH I 512 2NOr5M '3 ell -Ow GLG. q'-0" GLG. k 10 DRY13 AT IST Y1 ®ONLY 0 0 ATT 2ND/3RD I 3OX60 TUB HAT ONLY AT _+ I6 2� h,2AT 2N0/3RD 12 AT 2ND/3RD FL ONLI ONLY FL ONLY b'-31/2' 2'-5I/2e 02 UNIT D - 2ND & 3RD FLOOR FLOOR PLAN SCALE: 1/4' = 1'-0" I REFER TO SHEET Al FOR GENERAL NOTES. REFER TO SHEET A5 FOR FAIR HOUSING AGGE551BILITY REQUIREMENTS. REFER TO SHEET A6 FOR DOOR, WINDOW, FINISH 5GHEDULE5' AND TRIM DETAILS. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD. I INDIGATE5 GEILIN6 AREAS FURRED DOWN TO -1-qII 4 INDICATES CEILING AREAS FURRED DOWN TO 7'-6" 01 UNIT D - 1 ST FLOOR FLOOR PLAN SCALE: 1/4' = I'-O" ILA /�!//11 Campus 'yfir' s% Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 159JM FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com SHEET NO. UNIT D - TYPE II PLANS & INTERIOR ELEVATIONS COPYRIGHT@ 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN I`==_= -- ---==='I F`_=—had __--__� _ )PER —RRRDOM _��_— - mER .TAIN —_ _ __-- - AIN-011 -- --- 3'-0" -! — REINFORCED FIBERGLASS AREA FOR 360 X341H 36"WX340H TUBER RMJRE GRAB MIRROR N MIRROR \ BARS FIBER6LAS5 — (1ST FLOOR ; Tt1B/SHOWER m _ ONLY) m cr ' >- r r- nz WG N � � INCo N 0 °m f_ � dJ TPH _ 0 E�13 CV m N VB24 DB12 24 D812 2'-8" 11-6" 3'-0" /2" INTERIOR BATHROOM 10 2ND/3RD FLOOR ELEVATION SCALE: 3/8' = 1'-O' INTERIOR BATHROOM INTERIOR BATHROOM 09 1 ST FLOOR ELEVATION SCALE: 3/8' = I'-0" _ — — —_ RJRRDOMW — SHOVER CURTAIN / / ROD / TOWEL / BAR FIBER61-AS5 /L 21-0" TUB/5FIOVc-R /--REINFORCED AREA FOR r TO BAR \ REINFORCED \ AREA FOR Fun)RE \ GRAB BARS z \ m (IST FLOOR \ ONLY) - m m \ INTERIOR BATHROOM 08 REINFORCED AREA ELEVATION 07 1 ST FLOOR ELEVATION 50ALE: 3/8' = P-O" SCALE: 3/8' = V-O' 7. 8il GRANITE INTERIOR 05 KITCHEN BAR SECTION SCALE: 3/8' = V-O' OPEN TO LM% ROOM GRANITE COUNTER TOP Ico DOUBLE 51 Q 4DISPOSAL to ABG FIRE EXTINGUISHER 0 O \ / 0 0 i 3'-4 I/2" 1-1B12 1-0 I_ 2'-0" I_ 35B36 I!,Ff INTERIOR 04 KITCHEN ELEVATION SCALE: 3/8" = 1'-0' INTERIOR ELEVATION NOTES: PRIOR TO IN5TALLATION VERIFY AND GOORDINATE REQUIRED GLEARANGE DIMENSIONS OF ALL GABINET5 AND DRAWERS TO GLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY GABINET TOPS AND 5PLA5H TO HAVE GRANITE FIN15H. PROVIDE BLOGKIN6 FOR ALL TOWEL BARS AND GRAB BARS. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BARS (15T FLOOR ONLY). ALL BEDROOM GLO5ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 5HEET Al. PROVIDE AN51 OPERABLE PARTS FOR ALL HANDIGAP UNITS. AT THE REQUEST OF THE TENANT, PROVIDE 5TAGKED WA5HER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. WIRE SHE 12' DEEP --- ---- I\ /I INTERIOR 06 UTILITY ELEVATION SCALE: 3/8' = 1'-0" UF M315 M130 M015 W2130 0 0 / / I REF I MICRO/HOOD f a o GRANITE I GREASE COUNTER SHIELD - TOP AND \ \ I SPLASH 110 9 4 521 B21 3'-3 1/2" 2'-10 3/4" I'-q" 2'-6" INTERIOR 03 KITCHEN ELEVATION NOTES: 1. DEPTH OF 51 NK SHALL BE NO GREATER THAN 8". FOR AN51 "TYPE A" UNITS THE DEPTH OF SINK SHALL BE NO 6REATER THAN 5-1/211. 2. COUNTER THIGKNE55 AND 5UPPORTIN6 5TRUGTURE SHALL BE I" MAXIMUM OVER THE REQUIRED GLEAR 5PAGE. 3. THERE SHALL BE NO SHARP OR ABRA51VE 5URFAGE-5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPE5 AND HOT WATER PIPES UNDER 51 NK SHALL BE I N5ULATED OR OTHERWISE COVERED. 4. THE LOGATION OF GONTROL5 FOR RANGES AND GOOK TOPS SHALL NOT REQUIRE REAGHIN6 AGRO55 BURNERS TO MEET AN51 "TYPE A" UNITS. 5. ALL AGGE551BLE WA5HER5 AND DRYER5 TO HAVE FRONT LOADING DOORS AND FRONT GONTROL5 TO MEET ANSI. 6. ALL SINKS ARE TO HAVE 1/3 H.P. DISPOSAL. 7. GAULK ALL ABUTTING 5URFAGE5. UNIT LOGATION BUILDING TYPE 11 - 15T FLOOR BUILDING # 3 4 5 0 UNIT LOCATION BUILDIN6 TYPE II - I5T FLOOR BUILDIN6 # 3 4 5 UNIT E 4 BEDROOMS - 4 BATHS 6R055 AREA 1,430 S.F. NUMBER OF UNITS 6 PATIOBALG. AREA 104 S.F. NUMBER OF H.G. UNITS O TOTAL 6R055 AREA 1,534 S.F. TOTAL NUMBER OF UNITS b 02 UNITE - SGALE: 1/4' = 1'-0" I I'$" L 4q'-I' = AT IGT =I AT 15T FL ONLY AT 7ND/3RD FI 2ND & 3RD FLOOR FLOOR PLAN 14'-I 1/2' 10'-q 3/4' II' -I 1/4' ISEct 10'- I/2" 5'-6 1/2' O 1 BEDROOM 2 m q'-0' GL6. 7 ❑ AT IST FL ONLY O✓ 10 AT 2ND/3RD FL ONLY BEDROOM I q'-0' GL6. D AT IST FL ONLY V-8 1/4" V-4 3/4" 'fir 10 AT 2ND/3RD FL ONLY a m m 4 er N E O ov/- LIVIN67 ROOM q'-0' GL6. BEDROOM 4 ❑ AT IST FL ONLY BEDROOM 3 q'-0' GL6. _ q'-0' GLG. m ❑q AT 1ST FL ONLY ❑6 AT 2ND/3RD FL ONLY ❑ AT 1ST FL ONLY 10 AT 2ND/3RD FL ONLY cry 10 AT 2ND/3RD FL ONLY ;(".A AT 15T FL 3'-7" 6'-q' 3'-6" AT 2�13RD t 11 � 13 FL IST 114ONLY 1 4� It -In A -A I/4.■ DELETE THIS WINDOW �� ALL• ONLY DBL. SINK I vvlKt� I `-� 14 AT 2ND/3RD AT BUILDING #5 ON q q M.P. — > FL ONLY I m /IST FLOOR ONLY. =�v G G 2 5 I =, 2 ❑ A IST FL ONL m '� DW m 1 3 2 EFL 2ND/3RD 4 4 //A ❑ FL ONLY L.G. _KITCHEN 13 AT IST FL BATH t- — — BATH 2- — - - M AT 1ST L� 4LV GL6. BATH — BATH ONLY TB : " — TB — — — I TB , 14 AT 2ND/3RD Q -o �'� � 1 �-� Gl�e� � I AT2ND IFL-0NL1� Q m I q -0_ _Gk�G: — �I I q -0_ _GI:�- — FL ONLY 11 O71 o II I II 07 1 c II P 1� �' 11 c 11 II p c II IL -09 - '� I�g�j -'� N RANGE I 0(�j IL -0 I --� ❑ CLOSET ® 1 ® 1 15 ® 1 ® I o WIRE SHELF I I AT IST FL I I AT IST FL AL 2ND/3RD 2 16 2�� 11 AT 15T FL ONLY ONLY ONLY AT 2ND/3RD FL ONLY I I FL ONLYQ 12 AT 2ND/3RD FL ONLY AT 2ND/3RD AT 2ND/3RD FL ONLY �:�. 12 FL ONLY 12 FL ONLY 6'-21/2' q'-51/28 W-2" q'-0' 4'-10' 3'-7" W-2' W-2' 60'-7' REFER TO SHEET Al FOR GENERAL NOTES. REFER TO SHEET A5 FOR FAIR HOUSING AGGE551BILITY REQUIREMENTS. REFER TO SHEET A6 FOR DOOR, WINDOW, FIN15H 5GHEDULE5 AND TRIM DETAILS. ALL DIMEN51ON5 ARE FROM FACE OF 5TUD TO FAGS OF STUD. INDIGATE5 GEILIN6 AREAS FURRED DOWN TO -1'-q" INDICATES GEILIN6 AREAS FURRED DOWN TO -1-611 O 1 UNIT E -1 ST FLOOR FLOOR PLAN SCALE: 1/4' = i'-0" /�--- Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com $ sec �r� � � y � 4916 9 OF. JOHN O'BRIEN -ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. UNIT E - TYPE II PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN — — — FURRDOWN I SHOWER CURTAIN \ ROD \ TOWEL_\ FIBERGLASS BAR 1i�ORGED TUB/SHOWER 2' -0 AREA FOR TOWEL"BAR \ cl- r REINFORCED / AREA FOR / I V I )RE / z GRAB BARS , (1ST FLOOR m - ONLY) / m / INTERIOR BATHROOM 09 1 ST FLOOR ELEVATION SCALE: 5/8' = I'-0' INTERIOR 05 KITCHEN BAR 51 ALE: 3/8' = I'-0' AREA FOR FUTURE GRAB BARS (IST FLOOR ONLY) ------ FORRDOWN -----� SHOW CURTAI Ri • 36NI� VX3A ML JJMIIVJ I MIRROR 17 FIBER65LA55 Y TUB/SHOWER r- O r- 1-1 ° D WG CV M12 VB24 INTERIOR BATHROOM 10 2ND/3RD FLOOR ELEVATION SCALE: 3/8' = I'-0" I • •- or • O INTERIOR BATHROOM INTERIOR BATHROOM 08 REINFORCED AREA ELEVATION 07 1 ST FLOOR ELEVATIONS SGAL.E: Na" = I'-0' SCALE: 5/8' = 1'-0' SEC W2150 P 6015 W2130 W3315 k 111 1-1 � m \ \ MIGROAIOOD REF I \ \ GREASE I GRANITE \ \ SHIELD COUNTER ITOP AND I / I 5PLA-4B I // x DL 1 DL 1 21 10 3/4" INTERIOR TION 04 KITCHEN ELEVATION SGAL.E: 3/8' = I'-0" INTERIOR ELEVATION NOTES: PRIOR TO INSTALLATION VERIFY AND COORDINATE REQUIRED GLEARANGE D I MEN51 ON5 OF ALL GABI NETS AND DRAWERS TO GLEAR ALL APPLIANGES AND ANY PROJEGTION5. ALL LAVATORY GABINET TOPS AND 5PLA5H TO HAVE GRANITE FIN15H. PROVIDE BLOGKIN6 FOR ALL TOWEL BAR5 AND GRAB BARS. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BAR5 (IST FLOOR ONLY). ALL BEDROOM GLO5ET5 TO HAVE (4) SHELF AND (1) ROD. REF. DETAIL OI 4 02 5HEET Al. PROVIDE AN51 OPERABLE PARTS FOR ALL HANDIGAP UNITS. AT THE REQUEST OF THE TENANT, PROVIDE 5TAG1i WA5HER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. WIRE SHELF 12" DEEP INTERIOR 06 UTILITY ELEVATION SCALE: 3/5' = 1'-0" INTERIOR 03 KITCHEN ELEVATION NOTES: I. DEPTH OF SINK SHALL BE NO GREATER THAN 8". FOR AN51 "TYPE A" UNITS THE DEPTH OF SINK SHALL BE NO 6REATER THAN 5-1/2". 2. GOUNTER THIGKNE55 AND 5UPPORTIN6 5TRUGTURE SHALL BE I" MAXIMUM OVER THE REQUIRED GLEAR 5PAGE. 3. THERE SHALL BE NO SHARP OR ABRA5IVE SURFAGES UNDER HOT AND GOLD WATER PIPES. DRAIN PIPES AND HOT WATER PIPES UNDER SINK SHALL BE INSULATED OR OTHERWISE GOVERED. 4. THE LOGATION OF GONTROL5 FOR RAN6E5 AND GOOK TOPS SHALL NOT REQUIRE REAGHIN6 AGRO55 BURNERS TO MEET AN51 "TYPE A" UNITS. 5. ALL AGGE551 BLE WA5HER5 AND DRYERS TO HAVE FRONT LOADING DOORS AND FRONT GONTROL5 TO MEET AN51. 6. ALL 51NK5 ARE TO HAVE 1/3 H.P. DISPOSAL. -1. GAULK ALL ABUTTING SURFAGE5. I N .11 —to UNIT LOGATION BUILDING TYPE 11 - 2ND 4 3RD FLOOR BUILDING # 3 4 5 UNIT LOGATION BUILDIN6 TYPE 11 - I5T FLOOR BUILDING # 3 $ 5 UNIT F 4 BEDROOMS - 4 BATHS 67R055 AREA 1,403 S.F. NUMBER OF UNITS 5 PATIO/BALG. AREA 104 S.F. NUMBER OF H.G. UNITS I TOTAL GROSS AREA I,SOI S.F. TOTAL NUMBER OF UNITS b b'-2" 2'-3 1/2' 13 AT IST FL AT 2NO/3RC ONLY v FL ONLY14 AT2ND/3RD FL ONLY I� 30 °X60 0TUB U_ -1 O OMBATH4 TFF q'-0' GLG. O3 10'-II/2" Ib2AT ic) NDl3RD r FL ONLY 15 2 lAy .. T LAY .. o e ® , . ® BATH 3 8 b 10 BATH I -0 GLG. AT q'-O' GLG. AT d� AT ® 12 2ND/3 ® 12 2ND 12 2ND/3RD 10 FL ONLY 10 FL ONLY 4 TB 24" FL ONLY 4 TB 24' 3 B24' L.G. 7 AT IST FL ONLY WIRE SHELF — — 13 AT IST FL AT 2ND/3R0 CLOSET 14 AT 2NO/3RD m FL ONLY F1 ji Ycal Vi 1/2" _ '1 I/2' _ 4'-10' q'-2' 3'-10 3/4' O 6'-0 1/4' �1 1= 1 MN L 1 ^■ 02 UNIT F - 2ND & 3RD FLOOR FLOOR PLAN SCALE: 1/4' = I'-0' � 1 Hr 1.,1 n■ al II 1 M� REFER TO SHEET Al FOR 6ENERAL NOTE5. REFER TO SHEET A5 FOR FAIR HOU51N6 AGGE551BILITY REQUIREMENTS. REFER TO SHEET A6 FOR DOOR, WINDOW,- FINISH 5GHEDULE5 AND TRIM DETAILS. 01 UNIT F - IST ALL DIMEN51ON5 ARE FROM FAGS OF STUD TO FAGS OF STUD. SCALE: 1/4' = 1'-0" INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 7'-q" INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 1'-6" FLOOR FLOOR PLAN Campus `Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 f 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com SHEET NO. UNIT F - TYPE II PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM 01 UNIT F-HC INTERIOR BATHROOM 12 ACCESSIBLE ELEVATIONS SCALE: 3/8” = 1'-0' •.r :iffffiffiiii%i OMNI I.- INTERIOR BATHROOM 08 1 ST FLOOR ELEVATIONS SCALE: 3/8" = 1'-0" FIBERGLASS 6" ROLL -IN 6" �_ SHOY�R v�wioiiiiouiioii . �•��i iiiiiiiiiii �- • d Io .. Io VB24 M12 REMOVABLE UNIT F-HC UNIT F-HC INTERIOR BATHROOM INTERIOR BATHROOM 11 ACCESSIBLE ELEVATIONS 10 ACCESSIBLE ELEVATION SCALE: 3/6' = 1'-0" SCALE: 3/8' = 1'-0' AREA FOR FUTURE GRAB BARS (IST FLOOR ONLY) INTERIOR BATHROOM 07 REINFORCED AREA ELEVATION 5CAIE: 5/8' = 1'-0" INTERIOR 04 KITCHEN BAR SECTION SCALE: 3/8' = 1'-0" SHOYER CURTAIN ROD FIBER61-ASS TOWEL ROLL -IN BAR SHOYER I 21-011 i m \ -REINFORG AREA FOR TOYEL BAR / UNIT F-HC INTERIOR BATHROOM S 09 ACCESSIBLE ELEVATIONS SCALE: 3/8' = 1'-O' F- — _ ___---__RRRDO_NW_--='I --- 51-1011E ---- GURTAI g RO >- 31-011 REINFORCED 36"YVX341H AREA FOR - MIRROR FUTURE GRAB BARS FIBER6LA_% (IST FLOOR TLMBr-+{OY4ER m ONLY) 1- o , . t- 10. DB12 i62 31-0" I'-6" _ 2'—all INTERIOR BATHROOM 06 1 ST FLOOR ELEVATIONS SCALE: 3/8' = 1'-0' INTERIOR 03 KITCHEN ELEVATIONS SCALE: 3/8" = 1'-0" INTERIOR ELEVATION NOTES: PRIOR TO INSTALLATION VERIFY AND COORDINATE REQUIRED CLEARANCE DIMEN51ON5 OF ALL GABINET5 AND DRAWER5 TO CLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY CABINET TOPS AND 5PLA5H TO HAVE GRANITE FIN15H. PROVIDE BLOGKIN6 FOR ALL TOWEL BARS AND GRAB BARS. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BAR5 (15T FLOOR ONLY). ALL BEDROOM GL05ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 5HEET Al. PROVIDE AN51 OPERABLE PARTS FOR ALL HANDICAP UNIT5. AT THE REQUEST OF THE TENANT, PROVIDE 5TAGKED WA5HER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. INTERIOR 05 UTILITY ELEVATION SCALE: 3/8" = 1'-0' OPEN TO LIVING ROOM W4230 1 GRANITE COUNTER TOP AND BACKSPLASFI DOUBLE SINK i WISPOSAL ABC FIRE EXTINGUISHER I 0 0 ° / INTERIOR 02 KITCHEN ELEVATIONS SCALE: 3/8' = 1'-0" NOTES: I. DEPTH OF SINK 5HALL BE NO GREATER THAN W. FOR AN51 "TYPE A" UNITS THE DEPTH OF SINK 5HALL BE NO GREATER THAN 5-1/211 . 2. COUNTER THIGKNE55 AND SUPPORTIN6 5TRUGTURE 5HALL BE I" MAXIMUM OVER THE REQUIRED CLEAR 5PAGE. 3. THERE 5HALL BE NO 5HARP OR ABRA51 VE 5URFAGE5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPES AND HOT WATER PIPES UNDER SINK SHALL BE INSULATED OR OTHERN15E COVERED. 4. THE LOCATION OF GONTROL5 FOR RAN6E5 AND GOOK TOP5 SHALL NOT REQUIRE REAGHIN6 AGRO55 BURNER5 TO MEET AN51 "TYPE A" UNIT5. 5. ALL AGGE551BLE WA5HER5 AND DRYERS TO HAVE FRONT LOADING DOOR5 AND FRONT GONTROL5 TO MEET AN51. 6. ALL SINKS ARE TO HAVE 1/3 H.P. DISPOSAL. -7. CAULK ALL ABUTTING 9URFAGE5. UNIT LOGATION BUILDIN6 TYPE 11 - 2ND 4 3RD FLOOR BUILDING # 3 4 5 NOTE: REFRIGERATOR IN AN51 UNITS ARE TO BE SIDE BY SIDE. ALL MICROWAVE AND VENTHOOD ARE TO MEET AN51 1003.Q OPERABLE PARTS. no 2 IPIll -11 G 1 Pill REFER TO SHEET Al FOR GENERAL NOTES. REFER TO SHEET A5 FOR FAIR HOUSING AGGE5515ILITY REQUIREMENTS. REFER TO SHEET A6 FOR DOOR, WINDOW, FIN15H 5GHEOULE5 AND TRIM DETAILS. ALL DIMEN51ON5 ARE FROM FACE OF STUD TO FACE OF STUD. INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 7'-q" INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 7'-6" f UNIT LOCATION BUILDING TYPE 11 - 15T FLOOR BUILDING # 3 4 5 UNIT F-HG 4 BEDROOMS - 4 BATHS CONDITIONED AREA 1,403 S.F. NUMBER OF UNITS 5 PATIO/BALG. AREA 114 S.F. NUMBER OF H.G. UNITS I TOTAL GROSS AREA 1,51"f S.F. TOTAL NUMBER OF UNITS b III 11 I1_10 21 11 1 /N1■ 01 UNIT F-HC -1ST FLOOR FLOOR PLAN SCALE: 1/4" = 1'-0" „,.,..-Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE i 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 1 O M B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 vmmobrienarch.com C, W~g°le Afi � y p 4916 g 4dA JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. i i UNIT F he - TYPE If PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN _Z ------�—----__� )HER--_ _— RTAINI REINFORCED Q FIBERGLASS AREAFOR FVrURS GRAB 36"WX34'H � 7UB/O BAR5 MIRROR \ w (=FLOOR m : V - I - r- dJ TPH VB24 M12 /2" INTERIOR BATHROOM 08 1 ST FLOOR ELEVATIONS SGALE: 5/8' = I'-O' INTERIOR r------- --- ---_ - __ INTERIOR BATHROOM INTERIOR BATHROOM 07 REINFORCED AREA ELEVATION 06 1 ST FLOOR ELEVATIONS SCALE: 5/8' = 1'-0' SCALE: 3/8" = 1'-0" 04 KITCHEN BAR SEC SCALE: 5/8' = I'-O' OF N2130 N3015 H2130 N3315 MICRO/HOOD i I REF I \ GREASE I GRANITE \ SHIELD COUNTER TOP AND I / \ R/ o I SPL p`I 0 \AMCE / / Uzi �LI 2-10 3/4' INTERIOR TION 03 KITCHEN ELEVATIONS SCALE: 3/8' = 1'-0" INTERIOR ELEVATION NOTES: PRIOR TO INSTALLATION VERIFY AND GOORDINATE REQUIRED GLEARANGE DIMEN51ON5 OF ALL GABINET5 AND DRAWER5 TO GLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY GABINET TOPS AND 5PLA5H TO HAVE GRANITE FIN15H. PROVIDE BLOGKIN6 FOR ALL TOWEL BARS AND GRAB BARS. PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS (15T FLOOR ONLY). ALL BEDROOM GLO5ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 5HEET Al. PROVIDE ANSI OPERABLE PARTS FOR ALL HANDIGAP UNITS. AT THE REQUEST OF THE TENANT, PROVIDE 5TAGKED WASHER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. UNIT LOCATION BUILDING TYPE 11 - 2ND 4 3RD FLOOR BUILDING # 3 4 5 no NATER HEATER I I I/ \I INTERIOR 05 UTILITY ELEVATION 50ALE: 3/8" = I'-0' INTERIOR 02 KITCHEN ELEVATIONS SCALE: 3/8' = 1'-0" NOTES: 1. DEPTH OF 51NK SHALL BE NO GREATER THAN W. FOR AN51 "TYPE A" UNITS THE DEPTH OF 51NK SHALL BE NO GREATER THAN 5-1/211 . 2. COUNTER THIGKNE55 AND SUPPORTING 5TRUGTURE SHALL BE I" MAXIMUM OVER THE REQUIRED GLEAR 5PAGE. 3. THERE SHALL BE NO SHARP OR ABRASIVE 5URFAGE5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPES AND HOT WATER PIPES UNDER SINK SHALL BE INSULATED OR OTHERWI5E COVERED. 4. THE LOGATION OF GONTROL5 FOR RANGES AND GOOK TOPS SHALL NOT REQUIRE REAGHING AGRO55 BURNER5 TO MEET AN51 "TYPE A" UNITS. 5. ALL AGGE551BLE WA5HER5 AND DRYERS TO HAVE FRONT LOADING DOORS AND FRONT GONTROL5 TO MEET AN51. 6. ALL 51NK5 ARE TO HAVE 1/3 H.P. DISPOSAL. -1. GAULK ALL ABUTTING 5URFAGE5. 0 0 I m REFER TO SHEET Al FOR GENERAL NOTES. REFER TO SHEET A5 FOR FAIR HOUSING AGGE551BILITY REQUIREMENTS. REFER TO SHEET A6 FOR DOOR, WINDOW, FIN15H 5GHEOULE5 AND TRIM DETAILS. ALL DIMEN51ON5 ARE FROM FAGS OF STUD TO FAGS OF STUD. 4N ` <<. INDIGATE5 GEILIN6 -1 AREAS FURRED DOWN TO '-a" - 4 i INDIGATES GEILIN6 AREAS FURRED DOWN TO 7'-6" UNIT LOCATION BUILDIN6 TYPE 11 BUILDING # 3 4 5 UNIT 6 I BEDROOMS - I BATHS 6R055 AREA "135 S.F. NUMBER OF UNITS 2 PATIO/BALG. AREA 104 S.F. NUMBER OF H.G. UNITS O TOTAL 6RO55 AREA 839 S.P. TOTAL NUMBER OF UNITS 2 01 UNIT G -1 ST FLOOR FLOOR PLAN SCALE: 1/4' = 1'-0" //lion � T pv Campus w G� Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REMIEN SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com UNIT G - TYPE II PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN ,PER ---__ FURRDOWN —� TAINI REINFORCED FIBERGLASS FOR FUTURE VZAB 360WX345H Q TUB/SHOWER BARS MIRROR (1ST FLOOR ; L ONLY) m , z - X d INC a� TPH F f N 1 VB24 DBI 2'-8" _ I'-6" 3'-0" /2" INTERIOR BATHROOM 08 1 ST FLOOR ELEVATIONS SCALE: 3/8' = 1'-0' C UNIT LOCATION BUILDING TYPE II - 2ND 4 3RD FLOOR BUILDING # 3 4 5 —_ F'URRDOWN �x� _—— ZZ 51-IOWER -� 2'-8" / / REINFORG Q CURTAIN ROD TOWEL WATER AREA FOR FUTURE GRAB BAR FIBERGLASS \ / HATER BARS / 2'-O" TUB/5HOWER (15T FLOOR L / /—REINFORCED OILY) I /AREA FOR IT I 96MN TOWEL BAR I / \ \ REINFORCED AREA FOR o \ - FUTURE (I�F1'OOR m \ ONLY) ., INTERIOR BATHROOM 07 REINFORCED AREA EL SCALE: 3/8' = 1'-0' INTERIOR BATHROOM EVATION 06 1 ST FLOOR ELEVATIONS SCALE: 3/8' = V-O" INTERIOR INTERIOR 04 KITCHEN BAR SECTION 03 KITCHEN ELEVATIONS SCALE: 3/8' = 1'-0" SCALE: 3/8" = 1'-0" INTERIOR ELEVATION NOTES: PRIOR TO IN5TALLATION VERIFY AND GOORDINATE REQUIRED GLEARANGE DIMENSIONS OF ALL GABINET5 AND DRAWER5 TO GLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY GA13INET TOP5 AND 5PLA5H TO HAVE 6RANITE FIN15H. PROVIDE BLOGKIN6 FOR ALL TOWEL BARS AND GRAB BARS. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BARS (15T FLOOR ONLY). ALL BEDROOM GL05ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 5HEET Al. PROVIDE AN51 OPERABLE PART5 FOR ALL HANDIGAP UNIT5. AT THE REQUEST OF THE TENANT, PROVIDE 5TAGKED WA5HER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. INTERIOR 05 UTILITY ELEVATION OF / W3315 M130 M015 M130 = 0 0 / O O / I REF I MICRO/HOOD / o I i I GRANITE GREASE COUNTER SHIELD - TOP AND SPLASH \ x ' 521 B21 2-10 3/4" I'-q" 2'-6" INTERIOR 02 KITCHEN ELEVATIONS SCALE: 3/8" = 11-O" NOTES: 1. DEPTH OF 51NK 5HALL BE NO 6REATER THAN W. FOR AN51 "TYPE A" UNITS THE DEPTH OF SINK SHALL BE NO GREATER THAN 5-1/211 . 2. GOUNTER THICKNESS AND SUPPORTING 5TRUGTURE SHALL BE I" MAXIMUM OVER THE REQUIRED GLEAR 5PAGE. 3. THERE SHALL BE NO SHARP OR ABRA51 VE 5URFAGE5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPES AND HOT WATER PIPE5 UNDER 51NK 5HALL BE INSULATED OR OTHERN15E GOVERED. 4. THE LOGATION OF GONTROL5 FOR RANGES AND GOOK TOPS 5HALL NOT REQUIRE REAGHIN6 AGRO55 BURNERS TO MEET AN51 "TYPE A" UNIT5. 5. ALL AGGE551BLE WA5HER5 AND DRYER5 TO HAVE FRONT LOADING DOOR5 AND FRONT GONTROL5 TO MEET AN51. 6. ALL 51NK5 ARE TO HAVE 1/3 H.P. DISPOSAL. 7. CAULK ALL ABUTTING 9URFAGE5. SCALE: 3/8' = I'-O' REFER TO SHEET Al FOR GENERAL NOTES. REFER TO 5HEET A5 FOR FAIR HOU51N6 AGGE551BILITY REQUIREMENT5. REFER TO SHEET A6 FOR DOOR, WINDOW, FIN15H 5GHEDULE5 AND TRIM DETAILS. ALL D I MEN51 ON5 ARE FROM FAGS OF STUD TO FAGS OF 5TUD. INDIGATE5 GEILIN6 AREA5 FURRED DOWN TO 7'-q" " INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 7'-6" O in UNIT LOGATION BUILDIN6 TYPE II BUILDIN6 # 3 4 5 UNIT H BEDROOMS - I BATHS GROSS AREA 668 S.R NUMBER OF UNITS 2 PATIO/BALG. AREA 104 S.F. NUMBER OF H.G. UNITS D TOTAL GROSS AREA 112 S.F. TOTAL NUMBER OF UNITS 2 13-11-Z1 in■ 01 UNIT H -1 ST FLOOR FLOOR PLAN SCALE: 1/4' = 1'-0" O!/ Campus "%s y%Village �, Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com 0 fYi � x y d► 4916 9 OF JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. UNIT H - TYPE II PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O BRIEN CWTAIN O :i- - _ - BPI INTERIOR BATHROOM 09 2ND/3RD FLOOR ELEVATIONS SCALE: 3/8' = 1'-0" FLIRRDOM 15H0yf = — ---- CURTA RC 360 X340H MIRROR FIBER6LA% s m TUB/SHONER r o ° WC d) 0 TPH CV 0 _ DB12 V'B24 31-0" I'-6" 2'-8' INTERIOR BATHROOM 08 2ND/3RD-FLOOR ELEVATIONS SCALE: 3/8' = 1'-0" — — PURRDOM — — — — '1 f = _ — _ FURRDOM — — — — - c :URTAIN SHONER / 6` CURTAIN 3'-0" / ROD / TOV�EL / BAR FIBERGLASS 360WX34'H / 2'-0" Ll TUB/SHONER MIRROR / FIBERGLASS — / INFORCED TU6/SHOVqER / AREA FOR _ cn IT r REINFORCED BAR Q V �- \ AREA FOR r - \ FUTURE GRAB BARS z (1ST FLOOR PC ° F \ ONLY) - -> F° m m J E fV \ VB24 DBI2 INTERIOR BATHROOM 07 2ND/3RD FLOOR ELEVATIONS SCALE: 3/8' = 1'-0" INTERIOR 04 KITCHEN BAR SECTION SCALE: 3/8' = 1'-0" , WIRE SHELF 12' DEEP I� \ wAsll��%r�RYER / INTERIOR BATHROOM INTERIOR 06 2ND/3RD FLOOR ELEVATIONS 05 UTILITY ELEVATION SCALE: 5/8' = 1'-0" SCALE: 3/8' = 1'-0' YV2130 M015 W2130 h6315 1 Ali MICRO/HOOD — — — -I\ I REF I \ GREASE I /�76RANITE I \ \ SHIELD COUNTER TOP AND X I I LGI L -1 I' -a" 2'-6" I'-q" 2'-10 3/4" INTERIOR 03 KITCHEN ELEVATIONS SCALE: 3/8" = 1'-0' INTERIOR ELEVATION NOTES: PRIOR TO INSTALLATION VERIFY AND COORDINATE REQUIRED GLEARANGE DIMENSIONS OF ALL GABINET5 AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. ALL LAVATORY GABINET TOPS AND SPLASH TO HAVE GRANITE FINISH. PROVIDE BLOCKING FOR ALL TOWEL BAR5 AND GRAB BARS. PROVIDE BLOGKING FOR ALL FUTURE GRAB BAR5 (15T FLOOR ONLY). ALL BEDROOM GL05ET5 TO HAVE (4) SHELF AND (1) ROD. REF. DETAIL OI 4 02 SHEET Al. PROVIDE AN51 OPERABLE PARTS FOR ALL HANDIGAP UNITS. AT THE REQUEST OF THE TENANT, PROVIDE 5TAGKED WASHER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNITS. INTERIOR 02 KITCHEN ELEVATIONS NOTES: I. DEPTH OF SINK SHALL BE NO 6REATER THAN 5". FOR AN51 "TYPE A" UNITS THE DEPTH OF SINK SHALL BE NO GREATER THAN 5-1/211 . 2. COUNTER THIGKNE55 AND SUPPORTING STRUCTURE SHALL BE I" MAXIMUM OVER THE REQUIRED CLEAR SPACE. 3. THERE SHALL BE NO SHARP OR ABRASIVE 5URFAGE5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPES AND HOT WATER PIPES UNDER SINK SHALL BE INSULATED OR OTHERWISE COVERED. 4. THE LOGATION OF GONTROL5 FOR RAN6E5 AND GOOK TOPS SHALL NOT REQUIRE REAGHIN6 AGRO55 BURNERS TO MEET AN51 "TYPE A" UNITS. 5. ALL AGGE551BLE WASHERS AND DRYERS TO HAVE FRONT LOADING DOORS AND FRONT GONTROL5 TO MEET ANSI. 6. ALL SINKS ARE TO HAVE 1/3 H.P. DISPOSAL. 7. GAULK ALL ABUTTING SURFACES. UNIT LOCATION BUILDIN6 TYPE 11 - 2ND t 3RD FLOOR BUILDING # 3 4 5 REFER TO SHEET Al FOR GENERAL NOTES. REFER TO SHEET A5 FOR FAIR HOU51N6 AGGE55113ILITY REQUIREMENTS. REFER TO SHEET Ab FOR DOOR, WINDOW, FIN15H 5GHEDULE5 AND TRIM DETAILS. ALL DIMENSIONS ARE FROM FACE OF STUD TO FAGS OF STUD. INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 7'-CI" INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 7'-b" UNIT LOCATION BUILDING TYPE 11 - 15T FLOOR BUILDING # 3 4 5 uNir i 5 BEDROOMS - 5 BATHS 6R055 AREA 1,630 S.F. NUMBER OF UNITS ' 4 PATIOBALG. AREA 104 S.F. NUMBER OF H.G. UNITS O TOTAL 6RO55 AREA i,764 S.F. TOTAL NUMBER OF UNITS 4 Ol UNIT I-2 SCALE: 1/4' = I'-O' ND & 3RD FLOOR FLOOR PLAN 5.' t 7. jr 4sy `3 35 %-! °�-� Campus s, , y' Villa J e Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION .DATE 50% REVIEK SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com all ~ 'A y >k �p 4916 9 OF dw JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. Aft I UNIT I PLANS &INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN m CURTAIN 1 ROD O FIBERGLASS MIRROR N _ N MIRROR T�B/SHorcR o 0 m � � m 0 I f WC 0 N NTI 0 o o _I N cV VB24 D5I2 DBI2 VB24 2'-7" I'-6" 31-O" 31-0" INTERIOR BATHROOM 09 2ND/3RD FLOOR ELEVATION SCALE: 3/8" = 1'-0' 3'-0" L C�V 4z 1 N OF 07 1 ST FLOOR ELEVATION SCALE: 3/8" = P-O" CURTAIN ROD FIBERGLASS TUB/SWYER c I r FAR INTERIOR BATHROOM 08 2ND/3RD FLOOR ELEVATION 50AL.E: 5/8' = P-O" WIRE SHELF 12' DEEP 7 INTERIOR 06 UTILITY ELEVATION SCALE: 3/8" = I'-O" r430 H33W H3015 M630 K05 MICROA4000 , REF GREASE GRANITE 5HIELD I COUNTER Vol TOP AND 00 \, 00 i 5PLA5f1 ,o o, / x / o o", / 2�-011 �j B2 8 3/411 2'-6n 3336 2'-10 3/4' I, UNIT J - INTERIOR 05 KITCHEN ELEVATIONS SCALE: 3/8" = 1'-0" INTERIOR ELEVATION NOTES: PRIOR TO IN5TALLATI ON VERIFY AND COORDINATE REQUIRED CLEARANCE DIMEN51ON5 OF ALL GABINET5 AND DRAWER5 TO GLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY GABINET TOPS AND 5PLA5H TO HAVE GRANITE FIN15H. PROVIDE BLOGKING FOR ALL TOWEL BARS AND GRAB BARS. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BARS (I5T FLOOR ONLY). ALL BEDROOM CLOSETS TO HAVE (4) SHELF AND (1) ROD. REF. DETAIL OI $ 02 5HEET Al. PROVIDE AN51 OPERABLE PARTS FOR ALL HANDIGAP UNITS. AT THE REQUEST OF THE TENANT, PROVIDE 5TAGKED WASHER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. i UNIT J - INTERIOR 04 KITCHEN ELEVATIONS SCALE: 5/6' = P-O' NOTES: I. DEPTH OF SINK SHALL BE NO 6REATER THAN W. FOR AN51 "TYPE A" UNITS THE DEPTH OF SINK SHALL BE NO GREATER THAN 5-1/211. 2. COUNTER THIGKNE55 AND SUPPORTING 5TRUGTURE SHALL BE I" MAXIMUM OVER THE REQUIRED GLEAR 5PAGE. 3. THERE SHALL BE NO SHARP OR ABRASIVE 5URFAGE5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPES AND HOT WATER PIPES UNDER SINK SHALL BE INSULATED OR OTHERWISE GOVERED. 4. THE LOCATION OF GONTROL5 FOR RANGE5 AND GOOK TOPS SHALL NOT REQUIRE REAGHIN6 AGRO55 BURNERS TO MEET AN51 "TYPE A" UNITS. 5. ALL AGGE551BLE WASHERS AND DRYERS TO HAVE FRONT LOADING DOORS AND FRONT GONTROL5 TO MEET AN51. 6. ALL SINKS ARE TO HAVE 1/3 H.P. D15P05AL. 7. CAULK ALL ABUTTING 5URFAGE5. O O O O O O O O O O J L I L _F J L J L��J UNIT LOCATION BUILDING TYPE V BUILDING # 14 IAl lip .� 03 UNIT J - 3RD FLOOR FLOOR PLAN 02 UNIT J - SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1'-O' REFER TO SHEET Al FOR GENERAL NOTES. REFER TO SHEET A5 FOR FAIR HOUSING AGGE551BILITY REQUIREMENTS. REFER TO SHEET A6 FOR DOOR, WINDOW, FIN15H 5GHEDULE5 AND TRIM DETAILS. ALL DIMEN51ON5 ARE FROM FAGS OF STUD TO FACE OF 5TUD. . .`h \ .. ,\ ` . •,' '` .. INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 1'-41" INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 7'-6" ,. i IAl lip 0 0 0 0 0 0 0 0 2ND FLOOR FLOOR J L J L�-F J L UNIT LOCATION BUILDING TYPE IV BUILDING # 6,1, S, q, 10, II, 12, d 13 UNIT J 4 BEDROOMS - 4 BATHS GROSS AREA 1,840 S.F. NUMBER OF UNITS "14 PATIO/6ALG. AREA 158 S.F. NUMBER OF H.G. UNITS O TOTAL GROSS AREA I,5198 S.F. TOTAL NUMBER OF UNITS 74 PLAN 01 UNIT J -1 ST FL 50ALE: 1/4" = P-O' OOR FLOOR PLAN �///ice / y %/ % Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE soAs RE1/IEW SET 03As/10 ISSUED FOR PERMIT 04A5A0 O' B R I E N 5310 HARVEST H ILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com O d► 4916g9 OI JOHN O'BRIEN -ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. Al 9 UNIT J - TYPE IV & V PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBBRIEN '--___ RIRRDOWN_--_7 ;lu I _____ �JFIOWF — _ CURTAI Q a 360WX34"H MIRROR FIBERGLASS TUB/5I-IOWER m 1 - ' A r - 0 N ° WG 1 T— d) i 1 rEl: I �z (V DB12 VB24 3'-O' INTERIOR BATHROOM 10 2ND/3RD FLOOR ELEVATIONS SCALE: 3/8" = 1'-0' WATER HEATER \ / I I I� �I I� �I mlI INTERIOR 06 UTILITY ELEVATION 5CALE: 3/8' = 1'-0" UNIT LOGATION BUILDING TYPE III - 2ND 4 3RD FLOOR BUILDING # 15 4 16 " • -�r INTERIOR BATHROOM 09 1 ST FLOOR ELEVATIONS SCALE: 3/8' = 1'-0" INTERIOR 05 KITCHEN BAR SECTION INTERIOR ELEVATION NOTE5: PRIOR TO IN5TALLATION VERIFY AND COORDINATE REQUIRED GLEARANGE DIMEN51ON5 OF ALL GABINET5 AND DRAWER5 TO GLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY GABINET TOP5 AND 5PLA5H TO HAVE GRANITE FIN15H. PROVIDE BLOGKIN6 FOR ALL TOWEL BAR5 AND GRAB BAR5. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BARS (15T FLOOR ONLY). ALL BEDROOM GL05ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 5HEET Al. PROVIDE AN51 OPERABLE PART5 FOR ALL HANDIGAP UNITS. AT THE REQUEST OF THE TENANT, PROVIDE 5TAGKED WASHER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. FlJI2RDOhM max' i REWORCED AREA FOR Rn1jRE GRAB BARS (1ST FLOOR ONLY) 9 INTERIOR BATHROOM 08 REINFORCED AREA ELE SCALE: 3/8' = 1'-0" M130 M015 W2130 W3315�, / \oo/ doo' MICRO/HOOD / / REF GREASE GRANITE SHIELD I CAUNTM ITOP AND 0 RANNE- j 0 I SPLA i DL I �L I I'-q" 2'-6" I'-q" 2'-10 3/4" INTERIOR 04 KITCHEN ELEVATIONS SCALE: 3/8' = 1'-0' NOTES: 1. DEPTH OF 51NK 5HALL BE NO 6REATER THAN W. FOR AN51 "TYPE A" UNITS THE DEPTH OF SINK 5HALL BE NO 6REATER THAN 5-1/211. 2. GOUNTER THIGKNE55 AND SUPPORTING 5TRUGTURE 5HALL BE I" MAXIMUM OVER THE REQUIRED GLEAR 5PAGE. 3. THERE 5HALL BE NO 5HARP OR ABRA5IVE SURFAGE5 UNDER HOT AND GOLD WATER PIPE5. DRAIN PIPE5 AND HOT WATER PIPE5 UNDER SINK SHALL BE INSULATED OR OTHERWISE GOVERED. 4. THE LOGATION OF GONTROL5 FOR RANGES AND GOOK TOPS 5HALL NOT REQUIRE REAGHIN6 AGRO55 BURNER5 TO MEET AN51 "TYPE A" UNITS. 5. ALL AGGE551BLE WA5HER5 AND DRYER5 TO HAVE FRONT LOADING DOORS AND FRONT GONTROL5 TO MEET AN51. 6. ALL 51NK5 ARE TO HAVE 1/3 H.P. D15PO5AL. 7. GAULK ALL ABUTTIN6 9URFAGE5. VATION __--_� )W I —____ CSHO UR 'd' 3i_On zQ REINFORCED 36'WX34'H FUTAREA URGRFOR ER FIBC7LA-% MIRROR BARS TUB/SHOWER ,— (IST FLOOR m ONLY) a r - O r' N � \ \ TPH m I 1/21 3'-0" 11-6' L 2'-8' INTERIOR BATHROOM 07 1 ST FLOOR ELEVATIONS SCALE: 3/8' = 1'-0' OPEN TO LIVING ROOM W4830 GRANITE COUNTER TOP AND / \ CD f AGKSPLASH / \ CIO OUBLE SINK �� dD15POSAL \ o ° / ABG FIRE - EXTIN1505FER ° \ DW B15 5B36 548 - '-3" I- 3'-0" I- 2'-0" 4'-0" I - INTERIOR 03 KITCHEN ELEVATIONS SCALE: 3/8' = 1'-0" UNIT LOCATION BUILDIN6 TYPE III - 15T FLOOR BUILDIN6 # 15 4 16 UNIT K I BEDROOMS - I BATHS 6RO55 AREA 610 S.F. NUMBER OF UNITS li PATIOBALG. AREA 114 S.F. NUMBER OF H.G. UNITS I TOTAL GROSS AREA 124 S.F. TOTAL NUMBER OF UNITS IS - 1 - w al -1 1 HII C 02 UNIT K - 2ND & 3RD FLOOR FLOOR PLAN SCALE: 1/4' = 1'-0" 10'-2' q'-T 12'-2" AT 2ND FL ONLY AT 2 16 2ND/3RVI 3'-3" FL ONLY CA { t. —00 F -1 REF.KIMICRO KITCHEN ❑I. Y>` —T 15T3F '' 3 AT IST FL ONL-0'- �j-I'GLT.� ap .,� 7L'Y/,: ITS € -- . �•--, � O W/ DISP. �, � •:,� ,� ..4 z i'-q" GLG. 51-11 6'-2 1/2' LIVING ROOM q'-0' GLG. FIAT IST FL ONLY El AT 2ND/31;D FL ONLY 10 4'-3' 61-0' '= ct 1/2' 12'-5 I/2' REFER TO 5HEET Al FOR GENERAL NOTES. 01 UNIT K - 1 S T REFER TO SHEET A5 FOR FAIR HOUSING ACCE551BILITY REQUIREMENT5. REFER TO 5HEET A6 FOR DOOR, WINDOW, FIN15H 5GHEOULE-5 AND TRIM DETAIL5. SCALE: 1/4' = r-0' ALL DIMhEN51ON5 ARE FROM FACE OF STUD TO FAGS OF 5TUD. INDIGATE5 GEILIN6 AREA5 FURRED DOWN TO 7'-q" .r INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 1'-6" BEDROOM I q'-0' GLG. RAT 15T FL ONLY 10 AT 2ND/3RD FL ONLY 6'-41/4' �, 6'-41/4' 12'-8 1/2" FLOOR FLOOR PLAN m 12 AT 2ND/3RD Cn FL ONLY 13 AT IST FL ONLY 14 /3RD n in Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET O3/15/IO ISSUED FOR PERMIT 04/15/10 0) B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com � $A y �p 4916 g (Wovsp dw JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. r UNIT K - TYPE III PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN SHOWER CURTAIN ROD FIBERGLASS ROLL —IN SHOYER REINFORCED AREA FOR TOWEL BAR UNIT K-HC INTERIOR BATHROOM 09 ACCESSIBLE ELEVATIONS SCALE: 3/8' = V—O' HATER \ / I HEATM I I I I/ \I c UNIT LOGATION BUILDING TYPE III - 2ND 4 3RD FLOOR BUILDING # 15 � 16 UNIT K-HC INTERIOR BATHROOM 08 ACCESSIBLE ELEVATION SCALE: 3/8' = V—O' 0 fV INTERIOR INTERIOR 05 UTILITY ELEVATION 04 KITCHEN BAR SECTION SCALE: 3/8' = I'-0" SCALE: 3/8' = 1'—O" INTERIOR ELEVATION NOTES: PRIOR TO IN5TALLATION VERIFY AND COORDINATE REQUIRED GLEARANGE DIMEN51ON5 OF ALL GABINET5 AND DRAWER5 TO GLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY GABINET TOP5 AND 5PLA5H TO HAVE GRANITE FIN15H. PROVIDE BLOCKING FOR ALL TOWEL BAR5 AND GRAB BARS. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BARS (15T FLOOR ONLY). ALL BEDROOM GLO5ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 5HEET Al. PROVIDE AN51 OPERABLE PART5 FOR ALL HANDIGAP UNITS. AT THE REQUE5T OF THE TENANT, PROVIDE 5TAGKED WASHER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. SHOWER CURTAIN ROD FIBERGLA55 MIRROR ROLL —IN SHOVER LAV D512 VB24 ' REMOVABLE 2'-8" 31-011 UNIT K-HC INTERIOR BATHROOM S 07 ACCESSIBLE ELEVATIONS SCALE: 3/8' = V—O' OPEN TO y,IQB� LIVING ROOM / \ GRANITE COUNTER / \ TOP AND / \ BAGK5PLA51­1 IN \ / DOUBLE SINK Q WISPOSAL IO ABC FIRE FYTINr-111Qs=p_ / o o \ \ / \ �I B30 BI8 SB36 BI5 REMOVABLE - REMWABL E I" 2'-611 1 11-6" 21—O■ 31—O" INTERIOR 03 KITCHEN ELEVATIONS SCALE: 3/8" = V—O' UNIT LOGATION BUILDING TYPE III - 15T FLOOR BUILDING # 15 4 16 UNIT K-HG I BEDROOMS - I BATHS 6R055 AREA 610 S.F. NUMBER OF UNITS li PATIOBALG. AREA 114 S.F. NUMBER OF H.G. UNITS I TOTAL 6R055 AREA "124 S.F. TOTAL NUMBER OF UNITS 18 NOTE: REFRIGERATOR IN AN51 UNITS ARE TO BE SIDE BY SIDE. ALL MICROWAVE AND VENTHOOD ARE TO MEET AN51 1003.9 OPERABLE PARTS. UNIT K-HC INTERIOR BATHROOM 06 ACCESSIBLE ELEVATIONS SCALE: 3/8' = V—O' �W3315 W2430 W3015 M230 / — o o / —1 \ / T \ f HOOD / / I GT�ANITE / _ WUNTERi �M1GR0- \ s a- \RANVE/ o I' [ B24 BI2 2-111/4" 2'-0n 21—bn I'-011 INTERIOR 02 KITCHEN ELEVATIONS 5CALE: 3/8' = V—O' NOTES: I. DEPTH OF SINK SHALL BE NO GREATER THAN W. FOR AN51 "TYPE A" UNITS THE DEPTH OF SINK SHALL BE NO GREATER THAN 5-1/2". 2. COUNTER THIGKNE55 AND 50PPORTIN6 5TRUGTURE 5HALL BE I" MAXIMUM OVER THE REQUIRED CLEAR 5PAGE. 3. THERE SHALL BE NO SHARP OR ABRA51 VE 5URFAGE5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPES AND HOT WATER PIPE5 UNDER SINK 5HALL BE IN5ULATED OR OTHERWI5E COVERED. 4. THE LOGATION OF GONTROL5 FOR RAN6E5 AND GOOK TOP5 5HALL NOT REQUIRE REAGHIN6 AGRO55 BURNERS TO MEET AN51 "TYPE A" UNIT5. 5. ALL AGGE55IBLE WA5HER5 AND DRYER5 TO HAVE FRONT LOADING DOORS AND FRONT GONTROL5 TO MEET AN51. 6. ALL SINKS ARE TO HAVE 1/3 H.P. D15PO5AL. 1. GAULK ALL ABUTTING 5URFAGE5. : N 1� REFER TO SHEET Al FOR GENERAL NOTES. REFER TO SHEET A5 FOR FAIR HOU51N6 AGGE551BILITY REQUIREMENT5. REFER TO SHEET A6 FOR DOOR, WINDOW, FIN15H 5GHEDULE5 AND TRIM DETAILS. ALL DIMENSIONS ARE FROM FAGS OF STUD TO FAGS OF STUD. INDIGATE5 0EILIN6 AREAS FURRED DOWN TO 7 INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 1'-6" Ol UNIT K-HC - FLOOR FLOOR PLAN SCALE: 1/4' = 1'-0' /f Cam pus �� "% Village i Communities CAMPUS VILLAGE AT -COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/I5/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com Afi � y �p 4916 0� or 46mdw JOHN O'BRIEN -ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. UNIT K-HC - TYPE III PLANS & INTERIOR ELEVATIONS COPYRIGHT@ 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN %��/%, Cam p us i; Vi I I age Communities CAMPUS VILLAGE AT COLLEGE STATION UNIT LOCATION UNIT LOCATION COLLEGE STATION, BUILDING TYPE III - 2ND 8 3RD FLOOR BUILDING TYPE III - 15T FLOOR BUILDING # 15 4 I6 BUILDING # 15 4 165 TEXAS = z _ = z m UNIT L A DEVELOPMENT BY: CADDIS DEVELOPMENT y,� ______RRRD.ONN______'I = ______�Dorw ___ __'I = -' a ("______ EOM _- 2 BEDROOMS - 2 BATH5 TAINT _- I o AINI =�c=_ I o oa�c I I GROUP, LLC A b5l 5.F. NUMBER OF g = R _VIL 5Ho►ER PATI O/BALG. AREA 04 5 F. NUMBER OF H.G. UNITS 0 I S SUE L O G 3'-0' `� 3'-0° �" / � �� TOTAL GROSS AREA q55 S.F. TOTAL NUMBER OF UNITS IS Q REINFORCED z Q / TOWEL NO. DESCRIPTION DATE 36"WX34"H FIBERGLA55 gyp` FOR 360WX34'H g � / / BAR FIBERC-LA55 50� REVIEW SET o3/IS/10 FIBERGLASS MIRROR � TUB/SHOV�R BARS GRAB MIRROR N LU w / / ISSUED FOR PERMIT 04/15/10 TUB/SHOV�R _ ; 2'-0" TUB/SHOWER u� (15T FLOOR :— � U_ / —REINFORCED m ONLY) m , / AREA FOR LA y - - - TOWEL BAR ". \ REINFORCED '- - '- '' AREA FOR O \ \ = FUTURE WG ° � � � � � WG D �� � � \mGRAB BARS X (IST FLOOR m - PH0 '- \ ONLY) CN - m _j _�L -I,- VB24 013I2 VB24 013I2 2'-8' 1'-6" 31-0" 2'-8" 1'-6' 36-O" /2" INTERIOR BATHROOM INTERIOR BATHROOM INTERIOR BATHROOM V-11 I/4" ._ ..: € b'-21/2' 2" I/2" I'-6" > 4'-11/4' 6-13/4' 13 2ND/3RD FLOOR ELEVATIONS 12 1 ST FLOOR ELEVATIONS 11 1 ST FLOOR ELEVATIONS SCALE: 5/8' = 1'-O' SCALE: 3/8' = I'-O' SCALE: 3/8' = 1'-0" ,5—r, 'I 5 L — z r------ ---__� __---- ----__ �___--- --___� 14 AT 2ND �r�lc'S#i- `. ` ,`,`\LG:, BATH2 ..J AT2ND/3RD iv — — — _ RIRRDOWN — — — (` — _ _ FLRRVOM — — — _ RJRR�oHw _ _ --� _ _ _ FL RRDOM�I _ _ H% % KITCHEN q,-O' GLG WIRE SHELF 14 FL ONLY w�I i ■ _ C I C �/ \ x/ [ r �-r—� t w 3 �VJq -O GLG. _ 5HG I —_ __ I oa I I c I _��_ ,r-r 'T �f /77 = w = ►u — SfIC .. T>J 24. 1: 3.: s TB 24' OUR _ — ' ..0� r'` / / ;� "hfc"Y`` € 4 AT 2NO13RD FL ONLY 1 11 co 3 -0CURTAIN _I 3 -O _ y / ;/ I I t a. \} 2 RANGE O \ ROD_ 1,�. r / ,/ l�/ !gr-G: FD 6 ❑"IrIgo 13 — Q TOWEL \ Q INFORGED Q REINFORCED::. '/ , m ■ \ AREA FOR a ■ ■ AREA FOR 1. Y . iv Q _ 36 WX34 H FIBERGLA55 BAR INFORGED a FUTURE GRAB Q- = 36 WX34 H FVTLRE GRAB Fly _`—`'--.�' ' - ! +� ,." ,I' / w \ MIRROR TU5/5HOWER 21-On AREAFOR BARS MIRROR TUB/51-IOWER . FIBERGLASS ` 1-1- _ TOI^IEL'BAR BARS TUB/SHOWER \ _� (1ST FLOOR _� u� (1ST FLOOR m C \ ONLY) ONLY) 0 12 AT 2ND/3RD 12 FL ONLAT Y s f REINFORCED 1 FL ONLY / r- 0 0'RNMI, —AREA FOR FUTURE 13'-5 I/2" I'-10' Zz N,4� z x GRAB BARS / - N 0 XX z ° Q (IST FLOOR m / � 0 °rM a r 0 m N ONLY) / r- m r �0 0 \ m V-3" b'-II' 3'-3 I/2" 5'-II' q'-3 1/2' b'-q' 2'-8' 10" 1 iv 0 = m N F—T-1, _j v r DBI2 V1324 DBI2 VB2 3'-0" I'-b" 2'-8" I/2" 3'-0" 1'-b' 2'-8" 02 UNIT L - 2ND & 3RD FLOOR FLOOR PLAN SCALE: I/4' = I'-0" INTERIOR BATHROOM 10 2ND/3RD FLOOR SCALE: 3/8" = 1'-0' 'I WATER HEATER I I/ \I INTERIOR BATHROOM ELEVATIONS 09 1 ST FLOOR ELEVATIONS SCALE: 5/8' = I'-O' INTERIOR 06 UTILITY ELEVATION SCALE: 3/8" = 1'-0" N I INTERIOR BATHROOM INTERIOR BATHROOM 08 REINFORCED AREA ELEVATION 07 1 ST FLOOR ELEVATIONS SCALE: 3/8' = 1'-0" SCALE: 3/8' = 1'-0" W2130 W3015 -1 d / T OF W2130 M315 1-11� m oo-' \ \ MIGROA4000 REF I \\ I GREASE GRANITE \ \ SHIELD CAUNTM ITOP AND I / � \RANGE j X I u� I / B21 B21 ' 11-q" 2'-6" I'-q" 2'-10 3/4' INTERIOR INTERIOR 05 KITCHEN BAR SECTION 04 KITCHEN ELEVATIONS SCALE: 3/8' = I'-O" SCALE: 3/6' = I'-O" INTERIOR ELEVATION NOTE5: PRIOR TO IN5TALLATION VERIFY AND COORDINATE REQUIRED GLEARANGE DIMEN51ON5 OF ALL GABINET5 AND DRAWER5 TO CLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY GABINET TOPS AND 5PLA514 TO HAVE GRANITE FIN15H. PROVIDE BLOGKIN6 FOR ALL TOWEL BARS AND 6RAB BAR5. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BARS (15T FLOOR ONLY). ALL BEDROOM GLO5ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 5HEET Al. PROVIDE AN51 OPERABLE PARTS FOR ALL HANDICAP UNITS. AT THE REQUE5T OF THE TENANT, PROVIDE 5TAGKED WA5HER AND DRYER AT TIME OF GON5TRUGTION FOR-AN51 "B" UNIT5. OPEN TO LIVING ROOM GRANITE COUNTER — TOP AND C14N AGK5PLASH i \ Q OUBLE SINK ��� 13'-II 1/4" 12'-5 I/2" 12'-b 1/4" 12-10 1/2" 1' 3 " V-41/4" ISE T-7' '-21/29- b'-ON ISE 4'-3' b'-2' � V-41/4' V104\ 3 oC� 6DISP05AL \ ° ° i O • € O -f ABC FIRE _ , ' F ■ - �.I LIVING ROOM .f EXTIN605HER '# q —0GLG. BEDROOM I +`'�><^ °<� ❑5 AT 1ST FL ONLY BEDROOM 2 ■ f 9'-0" GLG. 0 0 q -0 GLG. .4 `,,_: ``�4 ", \ DW / ° ° �<:: \€ ❑b AT 2ND/3RD FL ONLY / o o \ / ° ° \ _ ❑ AT 1ST FL ONLY, ' \ ❑q AT 1ST FL ONLY AT 2ND/3RD FL ONLY / \ , m N ❑ ,` \k\ 10 AT 2ND/3RD FL ONLY iv -- 2 515 5836 548 5 -I I 1/4 ..-1 - b -2 I/2 2 -1 I/2 I -b 4 -7 I/4 5 -4 I/4 — '-3" 3'-0" 2'-0" 4'-0' INTERIOR 03 KITCHEN ELEVATIONS SCALE: 3/8' = 1'-0" NOTES: I. DEPTH OF SINK SHALL BE NO GREATER THAN W. FOR AN51 "TYPE A UNIT5 THE DEPTH OF SINK SHALL BE NO GREATER THAN 5-1/211. 2. COUNTER THIGKNE55 AND SUPPORTING 5TRUGTURE 5HALL BE I" MAXIMUM OVER THE REQUIRED CLEAR 5PAGE. 3. THERE 5HALL BE NO 5HARP OR ABRA51VE 5URFAGE5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPE5 AND HOT WATER PIPE5 UNDER 51 NK 5HALL BE I N5ULATED OR OTHERI^115E COVERED. 4. THE LOGATION OF GONTROL5 FOR RAN6E5 AND GOOK TOPS 5HALL NOT REQUIRE REAGHIN6 AGRO55 BURNERS TO MEET AN51 "TYPE A" UNIT5. 5. ALL AGGE551BLE WA5HER5 AND DRYERS TO HAVE FRONT LOADING DOORS AND FRONT GONTROL5 TO MEET ANSI. 6. ALL 51 NK5 ARE TO HAVE 1/3 H.P. D 15PO5AL. 1. GAULK ALL ABUTTING 5URFAGE5. DBL. SINK_ ❑13 AT 1ST FL_':.;a_.,,: :,:.h., ..4 `/ .. :>,�'> € ° o L — — — — 3 13 AT 1ST FL ONLY SciG,"� j, \ �/� �• 'I ONLY = rr ) ` ❑ AT 2ND AT 2NDl3RD n k. WIRE SHELF 1 iv 14 FL ONLY ,., ► X... _i`:A., Hw '4` ., `\ L:G. <� °IKITGIFN q'-O' GLG. FL ONLY AT IST FL Y AT 15TFL — . / ♦ / .z24 ~f 1 �� — I I TB 24 • r : `t O AT 2ND/3RD 03 '�hq w C` 0 '�� ,. � J''- .--�-` CC�`� 6 ❑ W/MIGRO. fi REF. 00 p ' ' cw ❑12 AT 2N0/3R0AT 2N0/3RD FL ONLY [j]AT/ 2ND/3RD 2 12 FL ONLY II AT 1ST FL FL ONLY AT 2NDl3RD ONLY FL ONLY 13'-51/2" I'-lo' 4'-I' 3'-3' 6'-11" V-31/2" V-11' q'-31/2' b'-q' 2'-8' 10' REFER TO T Al FOR 6ENERAL REFER TO 55HHEET A5 FOR FAIR HOU51%AGGE551BILITY REQUIREMENT5. 01 UNIT L -1 ST FLOOR FLOOR PLAN REFER TO 5HEET A6 FOR DOOR, WINDOW, FIN15H 5GHEOULE5 AND TRIM DETAILS. SCALE: 1/4' = 1'-0" ALL DIMEN51ON5 ARE FROM FAGE OF STUD TO FAGS OF 5TUD. INDIGATE5 GEILIN6 AREA5 FURRED DOWN TO 7'-q" INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 1'-6" ' r O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com ,y► 4916 9 OF 4d*dw JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. UNIT L -TYPE III PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN F-____--M--___FIJRRDO _� OW PI — I m RTAIN --- ---_ _ -- —_ g 3'-0" r 36'KX34'I 1 FIBERGLMIRRORASS — TUB SHOWER 7 cm zr I o V r- r- ING 0 N o _j VB24 DBI2 2'-8" 1'-6" INTERIOR BATHROOM 13 2ND/3RD FLOOR ELEVATION SCALE: 3/8" = 1'-0" r F _ o N MIRROR FIBER6LA-% 7 TUB/SHOWER a c� _ r- O -r- 0 0 o WC d N 7-1 _ DBI2 VB24 INTERIOR BATHROOM 10 2ND/3RD FLOOR ELEVATION SCALE: 3/8' = I'-O" WIRE SHELF 12" DEEP INTERIOR 06 UTILITY ELEVATION SCALE: 3/8' = 1'-0" • • - oFin • r: INTERIOR BATHROOM 12 1 ST FLOOR ELEVATION SCALE: 3/8' = 1'-0" -r• I • I- -•r INTERIOR BATHROOM 09 1 ST FLOOR ELEVATION SCALE: 3/8' = I'-O" INTERIOR 05 KITCHEN BAR SECTION SCALE: 9 UNIT LOCATION BUILDIN6 TYPE III - 2ND 4 3RD FLOOR BUILDING # 15 $ 16 INTERIOR BATHROOM 08 REINFORCED AREA ELEVATION SCALE: 3/8' = 1'-0" W2130 IN, ° 6REASE SHIELD 103015 M130 MIGROA4000 , � OF W3315 REF I I GRANITE I I COUNTER I \ \ \ \ \ 0 / \RANGE/ x \ / \ TOP AND B21 521 ' I'-q" 2-6- I'-q" 2'-10 3/4' INTERIOR 04 KITCHEN ELEVATION SCALE: 3/8' = I'-O" INTERIOR ELEVATION NOTES: PRIOR TO IN5TALLATION VERIFY AND COORDINATE REQUIRED GLEARANGE DIMEN51ON5 OF ALL GABINET5 AND DRAYVER5 TO GLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY GABINET TOPS AND 5PLA5H TO HAVE GRANITE FIN15H. PROVIDE BLOGKIN6 FOR ALL TOWEL BAR5 AND GRAB BARS. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BARS (15T FLOOR ONLY). ALL BEDROOM GL05ET5 TO HAVE (4) SHELF AND (1) ROD. REF. DETAIL OI 4 02 SHEET Al. PROVIDE AN51 OPERABLE PARTS FOR ALL HANDICAP UNIT5. AT THE REQUEST OF THE TENANT, PROVIDE 5TAGKED WASHER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. -•r • I� I •- ar INTERIOR BATHROOM 11 1 ST FLOOR ELEVATION SCALE: 3/8' = 1'-0' i I 1n'VI�VpW7vV %k in REINFORCED - 36"WX34'H AREA FOR - MIRROR FUTURE BARS FIBER61-ASS (IST FLOOR TUB/'SHOWER ONLY) - T- C i- 0 0 F w- � Ell <'TPH tV Ell �cr _ m DB12 2 1/2" 31-0" I'-6" 2'-8" INTERIOR BATHROOM 07 1 ST FLOOR ELEVATION SCALE: 3/8" = I'-O' OPEN TO _ LIVING ROOM W2430 GRANITE COUNTER TOP AND / \ MI KSPLASH / \ I o SINK \ dDISPOSAL ABC FIRE \ _ EXTINGUISHER \ \ fV °- / ° ° 15 SB36 B24 P24 .= 2--0" 2'-0" m INTERIOR 03 KITCHEN ELEVATION = NOTE5: I. DEPTH OF 51NK SHALL BE NO 6REATER THAN 8". FOR AN51 "TYPE A" UNITS THE DEPTH OF 51NK 5HALL BE NO 6REATER THAN 5-1/2". 2. GOUNTER THIGKNE55 AND 5UPPORTIN6 5TRUGTURE 5HALL BE I" MAXIMUM OVER THE REQUIRED GLEAR 5PAGE. 3. THERE SHALL BE NO SHARP OR ABRA51 VE 5URFAGE5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPE5 AND HOT WATER PIPES UNDER SINK 5HALL BE INSULATED OR OTHERWI5E GOVERED. 4. THE LOGATION OF GONTROL5 FOR RAN6E5 AND GOOK TOPS 5HALL NOT REQUIRE REAGHIN6 AGRO55 BURNERS TO MEET AN51 "TYPE A" UNIT5. 5. ALL AGGE551 BLE WASHERS AND DRYER5 TO HAVE FRONT LOADING DOORS AND FRONT GONTROL5 TO MEET ANSI. 6. ALL 51NK5 ARE TO HAVE 1/3 H.P. DISPOSAL. 7. GAULK ALL ABUTTING 5URFAGE5. UNIT LOGATION BUILDIN6 TYPE III - 15T FLOOR BUILDIN6 # 15 4 16 UNIT M 3 BEDROOMS - 3 BATHS 6R055 AREA 1,103 5.F. NUMBER OF UNITS b PATIO/BALG. AREA 104 S.F. NUMBER OF H.G. UNITS O TOTAL GROSS AREA 1,20i S.P. TOTAL NUMBER OF UNITS b 5-11 1/4' 6'-2 1/2" 2'-7 1/2" ' /2" 4'-3 5/4' 5'--13/4' O 2AT 2ND43RD -- O 5 _ °° 3 14 PANFL ONLY - - - AT 2ND/3RD - i - DW m WIRE 5F�1F FL ONLY L G. 14 AT 2ND/3RD IN KI SHELF EL ONLY TB 24' 3 TB 24' O4 dp 03 L�VJ K KITCHEN q'-O. CV� BATHL • TB 24' e O y,�c q -0 GLG. ap 09 = �4 AT 2ND/3RD FL ONLY -Q�. C 09 o RANGE A. 10 ,��• � 10 �� 6 ❑2 � 04 13 � _ q -0 GLG 1 ® q'-0" GLG. O - REF. ® � ' ® In ®o OO GW AT 2ND/3RD AT 2ND/3RD 12 FL ONLY 12 FL ONLY - 2'-3' 22-41/2 IN 2'-8" 6'-2 1/2' v 2'-11 1/2' L, V-2 1/2" 1 31-q" 7'-6' q'-7" V-5 1/2" 7' �\I_ 2'-8' 1_ 6'-2 1/2" 1.2'-11 1/2" 1_ V-2 1/2' I_ 3'-q' REFER TO SHEET Al FOR GENERAL NOTES. REFER TO SHEET A5 FOR FAIR HOU51N6 AGGE551BILITY REQUIREMENT5. REFER TO 5HEET A6 FOR DOOR, WINDOW, FIN15H 5GHEOULE5 AND TRIM DETAILS. ALL DIMEN51ON5 ARE FROM FAGS OF STUD TO FAGS OF STUD. INDIGATE5 GEILIN6 AREAS FURRED DOWN TO -1'-01" INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 7'-6" Adv-=l 02 UNIT M - 2ND & 3RD FLOOR FLOOR PLAN 50ALE: 1/4' = 1'-0" 01 UNIT M -1 ST FLOOR FLOOR PLAN SCALE: 1/4" = 1'-0' { /§�/%s/ Campus N„ ,���% Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com a sec 41, 10 lei ~ 'A y d► 4916 g OF JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 1(4" - 1'-0" SHEET NO. UNIT M - TYPE III PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBBRIEN ------------ FURRDOWN- ER AIN — —_-- - 36MX340H MIRROR N FIBERGLASS = TUB/SHOWER m� v r oo _ o 1 VB24 DBI2 2'-811 11-6' 3'-0" INTERIOR BATHROOM 10 2ND/3RD FLOOR ELEVATION SCALE: 3/8' = 1'-0" INTERIOR BATHROOM 09 1 ST FLOOR ELEVATION SCALE: 3/8' = I'-O' -1" 011 L C A 1111Tf'• INTERIOR 05 KITCHEN BAR SCALE: 3/8' = 1'-0' in AREA FOU�R ww nn RM)REv:� BARS (IST FLOOR ONLY) ME m r- UNIT LOGATION BUILDING TYPE III - 2ND 4 3RD FLOOR BUILDING # 15 4 16 F--__— �Ov�_— INTERIOR BATHROOM INTERIOR BATHROOM 08 REINFORCED AREA ELEVATION 07 1 ST FLOOR ELEVATION SCALE: 5/5' = P-O' SCALE: 3/8' = I'-O' OPEN TO LIVING ROOM GRANITE COUNTED TOP I'll,DOUBLE 51 \ 4 DISPOSAL o I ABG FIRE O \ , O O 1 BI2 5056 BI 3'-41/211 111-02, 2'-0" 31-O" I' INTERIOR SECTION 04 KITCHEN ELEVATION SCALE: 3/8' = 1'-0' INTERIOR ELEVATION NOTE5: PRIOR TO IN5TALLATION VERIFY AND GOORDINATE REQUIRED GLEARANGE DIMEN51ON5 OF ALL 6ABINET5 AND DRAWERS TO GLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY GABINET TOPS AND 5PLA5H TO HAVE GRANITE FIN15H. PROVIDE BLOGKING FOR ALL TOWEL BARS AND GRAB BAR5. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BARS (15T FLOOR ONLY). ALL BEDROOM GL05ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 5HEET Al. PROVIDE AN51 OPERABLE PART5 FOR ALL HANDIGAP UNITS. AT THE REQUE5T OF THE TENANT, PROVIDE STACKED WA5HER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. OF W3315 W2130 W3015 MOO F 7 MICRO/HOOD REF / I 1 o 0 / / I GRANITE <GREASE I COUNTER SHIELD = TOP AND SKASH \RANGE/ 0 x ' � 1321 521 V-3 1/2" 2'-10 3/4' 1'-a" 21-6" INTERIOR 03 KITCHEN ELEVATION SCALE: 3/8' = 1'-0' NOTE5: I. DEPTH OF SINK 5HALL BE NO GREATER THAN 8". FOR AN51 "TYPE A" UNIT5 THE DEPTH OF SINK 5HALL BE NO GREATER THAN 5-1/211. 2. GOUNTER THIGKNE55 AND SUPPORTING 5TRUGTURE SHALL BE I" MAXIMUM OVER THE REQUIRED GLEAR 5PAGE. 3. THERE SHALL BE NO SHARP OR ABRA5IVE 5URFAGE5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPES AND HOT WATER PIPES UNDER 51NK SHALL BE INSULATED OR OTHERWISE GOVERED. 4. THE LOGATION OF GONTROL5 FOR RAN6E5 AND GOOK TOP5 SHALL NOT REQUIRE REAGHIN6 AGRO55 BURNER5 TO MEET AN51 "TYPE A" UNITS. 5. ALL AGGE551BLE WA5HER5 AND DRYERS TO HAVE FRONT LOADIN6 DOOR5 AND FRONT GONTROL5 TO MEET ANSI. 6. ALL 51NK5 ARE TO HAVE 1/3 H.P. 015PO5AL. -1. GAULK ALL ABUTTING 9URFAGE5. t i WIRE SHELF 12' DEEP N-S INTERIOR 06 UTILITY ELEVATION SCALE: 3/8" = P-O" -►-11 Is REFER TO SHEET Al FOR 6ENERAL NOTES. REFER TO SHEET A5 FOR FAIR HOUSING AGGE551BILITY REQUIREMENT5. REFER TO SHEET A6 FOR DOOR, WINDOW, FIN15H 5GHEDULE5 AND TRIM DETAIL5. ALL DIMENSIONS ARE FROM FAGS OF STUD TO FAGS OF 5TUD. INDIGATE5 GEILIN6 AREA5 FURRED DOWN TO 1'-451" INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 1'-6" I I UNIT LOGATION BUILDING TYPE III - 15T FLOOR BUILDING # 15 4 16 UNIT N 5 BEDROOMS - 5 BATHS 6RO55 AREA 1,645 S.F. NUMBER OF UNITS 12 PATIO/BALG. AREA 104 S.F. NUMBER OF H.G. UNITS O TOTAL GROSS AREA I,149 S.F. TOTAL NUMBER OF UNITS 12 02 UNIT N - 2ND & 3RD FLOOR FLOOR PLAN SCALE: 1/4' = P-O" 01 UNIT N -1 ST FLOOR FLOOR PLAN SCALE: 1/4' = 1'-0" �' Campus 'ii y Y Vi I I age Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 5096 REVIEW SET 03/15/10 155 W FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com D �o �0rrd A y ip 4916 g OF 46mdw�, JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15-10 29093 1/4" = 1'-0" SHEET NO. UNIT N - TYPE III PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN g — — SHOWER CURTAIN ROD FIBERGLASS TUB/SHOWER WG INTERIOR BATHROOM 06 2ND/3RD FLOOR ELEVATION SCALE: 3/8' = I'-0" UNIT LOCATION BUILDING TYPE III - 2ND 4 3RD FLOOR BUILDING # 15 4 16 (`---__ FURRDOWN - s1.1owER / 141— CURTAIN / ROD /T FIBERGLASS / BAR TUBS 2' I AREA FOR TOWN. BAR �d- 36"WX34■H MIRROR cn VB24 0512 INTERIOR BATHROOM INTERIOR BATHROOM 05 REINFORCED AREA ELEVATION 04 2ND/3RD FLOOR ELEVATION SCALE: 3/5' = I'-0" SCALE: 3/8' = 1'-0" 2'-8• WATER HEATER — / T I I I/ \I a- r P0315 W1530 W3015 W2430 h13630 REF i \ MIGRO/HOOD \ o GRANITE GREASE ABG FIRE GOUNTEIR SHIELD EXTINGUISFER TOP 5PLA5l I o — — _ "'o o" m 5 I5 5B3b OF 2'-10 3/4" I'-3" 2'-6"UFJ 2-0- 3'-0" 11/2" INTERIOR INTERIOR 03 UTILITY ELEVATION 02 KITCHEN ELEVATION SCALE: 3/8" = 1'-0' SCALE: 3/6' = 1'-0' INTERIOR ELEVATION NOTES: PRIOR TO INSTALLATION VERIFY AND GOORDINATE REQUIRED GLEARANGE DIMEN51ON5 OF ALL GABINET5 AND DRAWER5 TO GLEAR ALL APPLIANGE5 AND ANY PROJEGTION5. ALL LAVATORY GABINET TOPS AND 5PLA5H TO HAVE GRANITE FIN15H. PROVIDE BLOGKIN6 FOR ALL TOWEL BARS AND GRAB BARS. PROVIDE BLOGKIN6 FOR ALL FUTURE GRAB BARS (15T FLOOR ONLY). ALL BEDROOM GL05ET5 TO HAVE (4) 5HELF AND (1) ROD. REF. DETAIL OI 4 02 SHEET Al. PROVIDE AN51 OPERABLE PARTS FOR ALL HANDICAP UNITS. AT THE REQUEST OF THE TENANT, PROVIDE 5TAGKED WA5HER AND DRYER AT TIME OF GON5TRUGTION FOR AN51 "B" UNIT5. NOTES: 1. DEPTH OF 51 NK SHALL BE NO GREATER THAN 8". FOR AN51 "TYPE A" UNITS THE DEPTH OF 51NK SHALL BE NO GREATER THAN 5-1/211 . 2. GOUNTER THIGKNE55 AND 5UPPORTIN6 5TRUGTURE SHALL BE I" MAXIMUM OVER THE REQUIRED GLEAR 5PAGE. 3. THERE SHALL BE NO SHARP OR ABRA51 VE 9URFAGE5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPES AND HOT WATER PIPE5 UNDER SINK SHALL BE INSULATED OR OTHERWISE COVERED. 4. THE LOGATION OF GONTROL5 FOR RAN6E5 AND GOOK TOPS SHALL NOT REQUIRE REAGHIN6 AGRO55 BURNERS TO MEET AN51 "TYPE A" UNITS. 5. ALL AGGE551BLE WA5HER5 AND DRYERS TO HAVE FRONT LOADING DOORS AND FRONT GONTROL5 TO MEET ANSI. 6. ALL SINKS ARE TO HAVE 1/3 H.P. D15PO5AL. 1. GAULK ALL ABUTTING 5URFAGE5. UNIT LOCATION BUILDING TYPE III - 15T FLOOR BUILDING # IS A I6 UNIT O EFFICIENCY GROSS AREA 393 S.F. NUMBER OF UNITS 4 PATIO/BALG. AREA O S.F. NUMBER OF H.G. UNITS O TOTAL 6RO55 AREA 3q3 S.F. TOTAL NUMBER OF UNITS 4 I 22 -0 9'-7 I/2• 12-4 1/2■ V-4 1/2' 71 /0 LIVING ROOM/BEDR00M v r a'-0" GLG. �1 rim Ij��jr• lYVH / 16 12'-8 3/4" 5'-II 3/4' 02 � ❑4 I <" 2 KITCHEN 3'-2' m M.P. RANGE a'-0" GLG. ;d DBL. SIw k} � cv DISP. f q ;YW/MIGRO. in r REF. Dyi bo CW N L.G '-II • I (V U I� O r I� 14 LNI W-01/4' 2'-7' V-3 1/21 IV-2 1/4' '-6 1/4"1. 01 UNIT 0 - 2ND & 3RD FLOOR FLOOR PLAN SCALE: 1/4' = I'-0" REFER TO SHEET Al FOR GENERAL NOTES. REFER TO SHEET A5 FOR FAIR HOUSING AGGE551BILITY REQUIREMENT5. REFER TO SHEET A6 FOR DOOR, WINDOW, FIN15H 5GHEOULE5 AND TRIM DETAILS. ALL DIMEN51ON5 ARE FROM FAGS OF STUD TO FAGS OF STUD. k INDIGATE5 GEILIN6 AREAS FURRED DOWN TO 7'-q" INDIGATE5 GEILIN6 AREAS FURRED DOWN TO -1'-6" U11 P. Campus �!y a,,. Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 1551JED FOR PERMIT 04/15/10 0 B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com 'QC, � x H �p 4916 g 0', JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 1 /4" =1'=0" SHEET NO. :1P11ff*]Mvdw=JI11 PLANS & INTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN SPRINKLER & I.T. ROOM 02 FRONT ELEVATION 50ALE: 1/4' = I'-0" A26102 :a1 -r■ c� N 0 co SPRINKLER & I.T. ROOM Ol FLOOR PLAN 50AL.E: 1/4' = I'-0" 5EE BUILDING TYPES I, 11, III, IV, 4 V 5EE 51TE PLAN FOR EXAGT LOGATION5 Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0 3 B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com ab 14 � x y �p 4916 9 J,�TB OF JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. .FIRE SPRINKLER ROOM COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN vk- 0 w Q t A28101 02 BUILDING TYP SCALE: 1/6' = 1'-0' E I - 2ND & 3RD FLOOR. FLOOR PLAN 5PRINKLER/I.T. ROOMS AT BUILDING 2 4 21 METERBANK A BUILDING 2 4 30" M48"L AGGE55 WI1 LOGK ABOti 03 BUILDING TYP SCALE: -1/8" = 1'-0' 6 WITH 4BOVE, TYP. E I - 3RD FLOOR, FLOOR PLAN AT I I.T. I Campus "'Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com SHEET NO. A28101 Ol BUILDING TYP SCALE: 1/8• = 1'-0• EI-1ST FLOOR FLOOR PLAN BUILDING TYPE I FLOOR PLANS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 08 BUILDING TYPE I - LEFT SIDE EL SCALE: 1/8' = 1'-0" EVATION 07 BUILDING TYPE I - LEFT SIDE ELEVATION SCALE: 1/8' = 1'-0" 06 BUILDING TYPE I - RIGHT SIDE E SCALE: 1/8' = 1'-0" LEVATION 05 BUILDING TYP SCALE: 1/8' = 1'-0' E I - RIGHT SIDE ELEVATION co Np U') t 04 BUILDING TYPE I - LEFT SIDE ELEVATION SCALE: IV = 1'-0' � I� I!CR- 02 BUILDING TYPE I - BACK ELEVATION SCALE: 1/8' = 1'-0" �� A I-Alc-0 �� KEY NOTES: OJAMES HARDI£-PLANK LAP SIDING WITH 4" EXPOSURE. PAINTED. OJAMES HARDI-BOARD AND BATTEN SIDING. PAINTED. OSYNTHETIC STONE #1 OSYNTHETIC STONE #2 OSYNTHETIC STONE 51LU HEAD/ WATERTABEL OREAL TRIM. PAINTED. OASPHALT 5HINGLE5 WITH UNDERLAYMENT AS SPECIFIED. OSINGLE HUNG VINYL WINDOW, INSTALL CLEAR LOW-E GLA-%. OPREFIN15HED STANDING SEAM METAL APNING/ ROOF. 10 AS SPECIFIED. II WDOD COLUMN. PAINTED. 12 WOOD BRACKET/ BEAM AND TRIM A55EMBLY, PAINTED. 13 PAINTED METAL HANDRAIL - HOT DIPPED GALVANIZED. 14 6' PREFINI5HED ALUMINUM GUTTER/ DO"61POUT. 5PILL5 TO GRADE ON SPLASH BLOCK. IS DOOR AS SCHEDULED. I6 DECORATIVE LIGHT FIXTURE - WALL SCONE Il EXHAUST GRILL/ ROOF VENT 18 CONTINUOUS RJD6E VENT, SEE ROOF PLAN. I4 CONCRETE STOOP LOUVER/ CLOSED BACK 21 5KYLIGHT - AS SCHEDULED - ALWAY5 OCCUR5 FAGIN6 NORTH. ® CONCRETE 5TEP5 SEE SECTIONS. ©JAMES NARDI-PLANK 5TAG6ERED- EDGE NOTCHED PANEL SIDING. iE- F F 5 iy F.- i i i UP Campus N/2/1 Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com n o �p 4916 g OF dw JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. 03 BUILDING TYPE I - RIGHT SIDE ELEVATION SCALE: IV = 1'-0" 01 BUILDING TYPE I - FRONT ELEVATION SCALE: 1/8' = 1'-0" BUILDING TYPE I EXTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN a 5 Mm Q A30/02 A30/01 02 BUILDING TYPE II - 2ND/3RD FL SCALE: 1/8' = 1'-0' OOR FLOOR PLAN 5PRINKLER/I .T. ROOMS AT BUILDING 5 METERBANK Al BUILDING 5 C 0 CD a 30"WX481 ATTIG- AGGE55 WITH LOGK ABOVE, TYP. 0) \ Mw F1 ,WANaLI j EI �o �IIIIIIIQ�"vl�llllll • - �- 'I _ 1111111111�11111111 � _• .; ■A47102FBI ANN \ !11 A30/02 ur-5' A30/01 03 BUILDING TYPE II - 3RD FLOOR FLOOR PLAN SCALE: 1/8' = 1'-0' -5PRINKLER/I .T. ROOMS AT BUILDING 3 -METERBANK AT BUILDING 3 CM O 0 cn /,Campus Y� is f6 .� Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com IS IQ y d► 4916 �+g OF 464 dw JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. 01 BUILDING TYPE II -1 ST FLOOR FLOOR PLAN SCALE: 1/8" = I'-0' BUILDING TYPE II FLOOR PLANS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 08 BUILDING TYPE II - LEFT SIDE E SCALE: I/8' = 1'-0' LEVATION 07 BUILDING TYPE II SCALE: 1/8' = 1'-0" AIM A ID 04 BUILDING TYPE II - LEFT SIDE ELEVATION SCALE: 1/8' = 1'-0" - LEFT SIDE E LEVATION 06 BUILDING TYPE II - RIGHT SID SCALE: 1/8' = 1'-0" E EL EVATION 05 BUILDING TYPE II - RIGHT SIDE ELEVATION SCALE: 1/8' = 1'-0" ICD IC IC 02 BUILDING TYPE II - BACK ELEVATION SCALE: IV = 1'-0" I� I� �� 40 I!L";nR KEY NOTES: OJAMES HARDIE-PLANK LAP 51DIN6 WITH 4" EXPOSURE. PAINTED. OJAME-5 HARDI-BOARD AND BATTEN 51DIN6. PAINTED. OSYNTHETIC STONE #1 OSYNTHETIC STONE #2 OSYNTHETIC STONE SILL/ HEAD/ WATERTABEL OREAL TRIM. PAINTED. OA5PHALT SHINGLES WITH UNDERLAYMENT AS SPECIFIED. OSINGLE HUNG VINYL WINDOW, INSTALL CLEAR LOW-E 6LA55. OPREFINISHED STANDING SEAM METAL AWNING/ ROOF. 10 SHUTTERS AS SPECIFIED. II WOOD COLUMN. PAINTED. WOOD BRACKET/ BEAM AND TRIM 12 A55EMBLY, PAINTED. 13 PAINTED METAL HANDRAIL - HOT DIPPED GALVANIZED. 14 6" PREFINISHED ALUMINUM G MEW DOWNSPOUT. SPILLS TO GRADE ON SPLASH BLOCK. 15 DOOR AS SCHEDULED. I6 DECORATIVE L16HT FIXTURE - WALL _ SCONCE n EXHAUST 6RILL/ ROOF VENT 18 CONTINUOUS RI06E VENT, SEE ROOF PLAN. la CONCRETE STOOP ® LOUVER/ CLOSED BACK 21 SKYLIGHT - AS 50 EDJLED - ALWAYS OCCURS FAGING NORTH. © CONCRETE STEPS SEE SECTIONS. ©JAME5 HARDI-PLANK STAGGERED- ED6E NOTCHED PANEL SIDING. G ,. .) s._.. s ,0/°j �� I Campus Vi I I age Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com $�D cl d, 4916+g OF JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. BUILDING TYPE II EXTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 03 BUILDING TYPE II - RIGHT SIDE ELEVATION SCALE: I/8' = 1'-0" Ol BUILDING TYPE II - FRONT ELEVATION SCALE: 1/8" = 1'-0" A32/01 AI_C IMN 111 1 IM• t�l �■ I-JI r .M■ .w. r .iw■ .w. w w..• ® ��. _. �. ._ .... _.. _.._ _ _ _ _ _ _ _ o C0 ` Q U A32/01 Al C I MN III 1 IMN r—. wN .-1 e- • w.■ .w. r . w.• . �. � w ... ® _ _. METERBANK AT BUILDING 15 4 IF 02 BUILDING TYPE III SCALE: 1/5' = I'-O' - 2ND & 3RD FLOOR FLOOR PLAN / ,,,, .-;Campus �y Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 d CM 0 N M O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 cn 972. 788. 1010 0 M www.obrienarch.com Q a sec C� I� ~ ' y d► 4916 9 OF Vim► aw JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. t BUILDING TYPE III FLOOR PLANS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O BRIEN e 01 BUILDING TYPE III SCALE: 1/8' = I'-0' -1ST FLOOR FLOOR PLAN 04 BUILDING TYPE III - RIGHT SIDE ELEVATION SCALE: 1/8' = P-O' 03 BUILDING TYPE III - LEFT SIDE ELEVATION SCALE: 1/8' = 1'-0' - I ^ I t N CV 02 BUILDING TYPE III - BACK ELEVATION KEY NOTES: OJAMI£5 HARDIE-PLANK LAP 510ING WITH 4' EXPOSURE. PAINTED. OJAME5 HARDI-BOARD AND BATTEN SIDING. PAINTED. OSYNTHETIC STONE #1 OSYNTHETIC STONE #2 OSYNTHETIC STONE SILL/ HEAD/ WATERTABEL OREAL TRIM. PAINTED. OASPHALT SHINGLES WITH UNDERLAYMENT AS SPECIFIED. OSINGLE HUNG VINYL WINDOW, INSTALL CLEAR LOW-E GLA55. OPREFIN15HED STANDING SEAM METAL AWNING/ ROOF. 10 SH n ERS AS SPECIFIED. 11 WOOD COLUMN' PAINTED. 12 WOOD BRACKET/ BEAM AND TRIM ASSEMBLY, PAINTED. 13 PAINTED METAL HANDRAIL - HOT DIPPED GALVANIZED. b' PREFINISHED ALUMINUM GUTTER/ 14 DOW45POUT. SPILLS TO GRADE ON SPLASH BLOCK. 15 DOOR A5 56HEDR-ED. Ib DECORATIVE LIGHT FIXTURE - WALL 5GONCE 1� EXHAUST GRILL/ ROOF VENT 18 CONTINUOUS R106E VENT, SEE ROOF PLAN. Iq CONCRETE STOOP ® LOWER/ CLOSED BACK 21 SKYLIGHT - AS SCIEDU .ED - ALWAYS OCCURS FACING NORTH ® CONCRETE STEPS SEE SECTIONS. QJAME5 HARDI-PLANK 5TA66ERED- EDGE NOTCHED PANEL SIDING. �%���f Campus Village Communities CAMPUS VILLAGE AT - COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com A A y d, 4916 g JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. BUILDING TYPE III EXTERIOR ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRrrrEN CONSENT FROM O'BRIEN Ol BUILDING TYPE III - FRONT ELEVATION SCALE: 1/8' = 1'-0' No (� A34/04 0 of ® cj 0 I' 120'-2 1/2' 1 I 23'-0" T-O' i 231-O• T-O• 23'-0' 71-0' I 23'-0' I I � I 02 BUILDING TYPE IV - 2ND FLOOR FLOOR PLAN 5CAL.E: 1/8' = I'-0' 0 D9/02 4 5PRINKLER/I.T. ROOMS AT BUILDING 6, -1, 8, q, 10,11,12,4 13 O 0 CDA34/04 0 o v o 0 � 120'-2 1/2' na'-n• I 03 BUILDING TYPE IV 50ALE: 1/8' = I'-0' - 3RD FLOOR FLOOR PLAN o A34/04 CD o o 120'-8 1/2' —11_I =IAN -I:_A Inn -fl_I =/ANI _ aI_^■ -Il-I A/AN -I:-A 1/110 -P-1 :%/AN Al-^v -P-I AIAN -P-A IMN -P-I A/As 1 . A34/01co Q 0 Ol BUILDING TYPE IV 50ALE: 1/8• = I'-0' 3/4' -1 1/4' D9/02 v N O M Q — METERBANK AT BUILDING 6, -1, 8, q, 10,11,12,4 13 — 5PRI NKLER/I.T. ROOMS AT BUILDING 6, -1, 8, q, 10,11,12,4 13 ✓.... 6� ....._/ i .i r. ._ i. Its. / 5 _ ....' Ur._I• /%%� Camp us Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% RE%AE 4 SET 03/15/10 ISSUED FOR PERMIT 04/15/10 O'B R I E' N 5310 HARVEST H ILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com �rus 'A A H * d► 4%6 g OAF ;�dmdw� JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. • �a -1 ST FLOOR FL OOR PLAN BUILDING TYPE IV FLOOR PLANS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN KEY NOTES: JAMES HARDIE-PLANK LAP SIDING I WITH 4' EXPOSURE. PAINTED. JAMES HARDI-BOARD AND BATTEN ;...> SIDING. PAINTED. D:,_ €.:1-. ' . L ti s <_%2, e,. < O SYNTHETIC 5TONE #I / < Campus SYNTHETIC, STONE #2Village OCommunities OSYNTHETIC, STONE SILL/ HEAD/ CAMPUS WATERTABEL 6 REAL TRIM. PAINTED. VILLAGE AT O .� ASPHALT SHIN67ME5 WITH COLLEGE OUNDERLAYMENT AS SPECIFIED. OSINGLE HUNG VINYL WINDOW, INSTALL STATION CLEAR LOW-E 64-AS5. COLLEGE STATION, PREFINISHED 5TANDING SEAM METAL a ANWIIz/ ROOF. TEXAS IO 5HUrr RS AS SPECIFIED, A DEVELOPMENT BY: CADDIS DEVELOPMENT I I WOOD COLUMN. PAINTED. GROUP, LLC ISSUE LOG WOOD BRACKET/ BEAM AND TRIM 12 ASSEMBLY, PAINTED. NO. DESCRIPTION DATE PAINTED METAL HANDRAIL - HOT 50% REVIEW SET 03/15/10 13 DIPPED 6ALVANIZED. ISSUED FOR PERMIT 04/15/10 14 6' PREFIN15FED ALUMINUM 6UTTER/ DOWNSPOUT. SPILLS TO GRADE ON SPLASH BLOCK. IS DOOR A5 SGHml1LED' Ib DECORATIVE LIGHT FIXTURE - WALL SCONCE I.� EXHAUST GRILL/ ROOF VENT 18 CONTINUOU5 RIDGE VENT, SEE ROOF PLAN. 19 CONCRETE STOOP QLOUVER/ OL05M BACK 21 SKYLIGHT - AS SaEDULED - ALWAYS 00U R5 FAGING NORTH ® CONCRETE STEPS SEE SECTIONS. N O 8 JAMES HARDI-PLANK STA6GERED- 12 12 E06E NOTCHED PANEL 5101%. rJ 04 BUILDING TYPE IV - BACK ELEVATION 02 BUILDING TYPE IV - RIGHT SIDE ELEVATION SCALE: 1/8' = 1'-0" SCALE: 1/8' = 1'-0" cn Alp A19D 0' B' R I E N 5310 HARVEST H ILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com 4 1& �0 ~ * y 4916 9 OF 46mdw� JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. 03 BUILDING TYPE IV 50ALE: 1/8' = 1'-0" - LEFT SIDE ELEVATION Ol BUILDING TYPE IV - FRONT ELEVATION SCALE: IV = 1'-0' BUILDING TYPE IV ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN D9/02 N C�l M Q N CD to co Q o A36/04 o ® 150'-2 12" Mir 51/24! 23'-0" L T—O" L I 23'-0" L T-0" L 23'-0" L T-0" L 23'-0" 1_ T-0" 1_ I 23'-0" T-51 N s CM o A36/01 0 02 BUILDING TYPE V - 2ND FLOOR FLOOR PLAN 4 3/4 SCALE: 1/8' = 1'-0" CV O Ch Q �-- 1 ® N D9/02 r4 _ m 5PRINKLERA.T. ll ROOMS AT BUILDING 14 m I r- 7 1/4" A36104 v 150'-2 1/2" Ol BUILDING TYPE V SCALE: 1/8' = I'-0" - 3RD FLOOR FLOOR PLAN Nal IN NI IN NI IN NI 111 NI 111 nn nn nn nn a A O q O11 o A nn nn nn nMIn o�l. iDi IDi i�i i i i i i i i i �Di i0� i❑i I❑I 1❑1 I❑I 10 1 I D I 1 1 101 i �' ; ; ❑i i0 ' � i 31'-1 I/2' I I I W-10 I/2' I 31'-1 1/2" r Q /.�i:�t:�>!i ��f��,,,% Campus sj s y y Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155LED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST H ILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com a Alto C~go { f�rS R14 ~ ' y d► 4916 9 r,4off, . JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. CD c%4 A3s/o1 o Ol BUILDING TYPE V -1 ST FLOOR FLOOR SCALE: 1/8' = 1'-0" PLAN BUILDING TYPE V 1 ST & 2ND FLOOR PLAN COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN Q 4 EL = 121'-3 1/2" AFF SECOND FLOOR EL = 110'-7 3/4" AFF SECOND FLOOR 04 BUILDING TYPE V - RIGHT SIDE ELEVATION SCALE: 1/8' = 1'-0' N O M 0 �I. 2 . ...::... ......... .......:...:.:..... :... :. EL = 121'-3 1/2" AFF = m SECOND FLOOR ......... . ....... ....... ......: ..::. .......... ® 8 If 03 BUILDING TYPE V SCALE: 1/8' = 1'-0' - LEFT SIDE ELEVATION EL = 110'-7 3/4" AFF SECOND FLOOR EL = 100'-0" O O� N O co F� rill 02 BUILDING TYPE V SGAL.E: 1/8' = I'-O' 4 M O co 0 KEY NOTES: OJMNE-5 HARDIE-PLANK LAP SIDING WITH 4' EXPOSURE. PAINTED. OJAMES HARDI-BOARD AND BATTEN SIDING. PAINTED. OSYNTHETIC STONE #1 OSYNTHETIC STONE #2 OSYNTHETIC STONE 51LU HEAD/ WATERTABEL OREAL TRIM. PAINTED. OASPHALT 51-11%LE5 WITH UNDERLAYMENT AS SPECIFIED. O51N6LE HUNG VINYL WINDOW, INSTALL. CLEAR LOW-E GLASS. OPREFIN15HE'D STANDING SEAM METAL AWNING/ ROOF. 10 SHUTTERS AS SPECIFIED. II WOOD COLUMN. PAINTED. 12 WOOD BRACKET/ BEAM AND TRIM ASSEMBLY, PAINTED. 13 PAINTED METAL HANDRAIL - HOT DIPPED GALVANIZED. 14 6' PREFINISHED ALUMINUM 6UTTE-R/ DOWNSPOUT. 5PI1 15 TO GRADE ON SPLASH BLOCK. 15 DOOR AS SCHEDULED. I6 DECORATIVE LIGHT FIXTURE - WALL SCONCE 17 EXHAUST 61RILL/ ROOF VENT 18 CONTINUOUS RIDGE VENT, SEE ROOF PLAN. Iq CONCRETE STOOP LOWER/ CLOSED BACK 21 SKYLIGHT - AS SCHEDULED - ALWAYS OCCURS FACING NORTH. ® CONCRETE STEP5 SEE SECTIONS. IALArL UAnr'i1 rX A\IV GTA �J_�tf'1 - BACK ELEVATION 01 BUILDING TYPE V - FRONT ELEVATION SCALE: I/8' = 1'-0' % Y f..:$.:N %. k.,.✓ 5...:'i..-s U 6, Campus %Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 15SL ED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST H ILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com a �0 O�go ~' � f0�� I� ~ 'A y 4916 9 of 4dmdw JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. Aft A3,6 BUILDING TYPE V ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN O-- O-- 4 4 Q 4 BUILDING TYPE I ROOF VENTILLATION REQUIREMENTS (EACH AREA) UNIT "A": 919 S.F. UNIT "C": 1,328 S.F. CORRIDOR: 190 S.F. TOTAL: 2,437 S.F. /150 = 2,340 SQ. IN. FREE VENT AREA BOTH SIDES OF DRAFT STOP. SQ.IN. ROOF VENTS SQ.IN. SOFFIT VENTS 1,170 SQ.IN. MIN. 1,170 SQ.IN. MIN. BUILDING TYPE II ROOF VENTILLATION REQUIREMENTS (AREA 1) UNIT "D": 1,123 S.F. UNIT "I": 1,560 S.F. CORRIDOR: 300 S.F. TOTAL: 2,983 S.F. /150 = 2,864 SQ. IN. FREE VENT AREA. SQ.IN. ROOF VENTS SQ.IN. SOFFIT VENTS 1,432 SQ.IN. MIN. 1,432 SQ.IN. MIN. ROOF VENTILLATION REQUIREMENTS (AREA 2) UNIT "E": 1,356 S.F. UNIT "F": 1,328 S.F. CORRIDOR: 220 S.F. TOTAL: 2,904 S.F. /150 = 2,782 SQ. IN. FREE VENT AREA. SQ.IN. ROOF VENTS SQ.IN. SOFFIT VENTS 1,394 SQ.IN. MIN. 1,394 SQ.IN. MIN. ROOF PLAN NOTES 1. ALL ROOF SLOPES FROM FRONT TO BACK SHALL BE AS SHOWN ON THE PLAN AND SHALL HAVE 2'-0" OVERHANG FROM THE FACE OF THE FRAME WALL UNLESS SHOWN OTHERWISE ON THE PLANS. 2. ALL ROOF SLOPES FROM SIDE TO SIDE SHALL BE AS SHOWN ON THE PLAN AND SHALL HAVE 2'-0" OVERHANG FROM THE FACE OF THE FRAME WALL UNLESS SHOWN OTHERWISE ON THE PLANS. 3. ALL RAKE OVERHANGS SHALL BE T-0" FROM THE FACE OF THE FINISHED WALL UNLESS SHOWN OTHERWISE ON THE PLANS. 5. PROVIDE VALLEY FLASHING WHERE ROOF PITCHES CHANGE AND WEHERE ROOF PLANES INTERSECT VERTICAL SURFACES. 6. GUTTERS, DIVERTERS AND DOWNSPOUTS TO BE PROVIDED BY CONTRACTOR AS SHOWN ON PLANS. ATTIC VENTILATION 7. NET FREE AIR VENTILATION OF ONE SQ. FT. FOR EACH 150 SQ. FT. MIN. OF ATTIC SPACE. 8. ONE HALF VENTILATION AREA IN SOFFIT VENTS, ONE HALF VENTILATION AREA AT UPPER 1/2 OF ROOF (MIN. T-0" ABOVE SOFFIT). 9. REFER TO ROOF PLAN FOR VENTILATION SQ. FOOTAGE AREA REQUIRED PER UNIT. 10. ROOFING CONTRACTOR TO SUBMIT FOR APPROVAL TO OWNER, PRIOR TO BIDDING, THE SPECIFIC SYSTEM FOR VENTILATION MARKED ON ROOF PLAN FOR EACH UNIT AREA. (PROVIDE FREE AIR CALCULATION). 11. ALL SYSTEMS MUST BE LOW PROFILE ROOF VENTS (COLOR TO MATCH ROOF) OR RIDGE VENTS COVERED WITH SHINGLES. 12.2'-0" WIDE X 8'-0" LONG HARDIPLANK VENTED SOFFIT & RIDGE VENT, 5 SQ. IN. FREE AIR PER LINER FOOT. LEGEND DRAFTSTOP 1 HOUR WALL IN ATTIC — — — — — — RIDGE VENT • 6" PREFAB DOWNSPOUT ATTIC ACCESS - NO LADDER �— �'j 30" W X 48"L -1 HR WITH DEADBOLT 4 T T T y...y E Vt ] f. ',. //lion Campus k J Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEN SET 03/15/10 ISSUED FOR PERMIT 04/15/10 10 ' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com $ C, isri ~ 'A y d► 4916 9 OF 1 d JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. BUILDING TYPE I & II ROOF PLAN COPYRIGHTQc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 02 BUILDING TYPE II -ROOF PLAN SCALE. 1/8" = i'-o" L. CLUSTER 01 BUILDING TYPE I - ROOF PLAN SCALE: 1/8" = V-o" S. CLUSTER 1 NOTE AT TYPE IV & V BUILDINGS LOCATE SKYLIGHTS ON THE NORTH SIDE OF THE RIDGE LINE PER BUILDING. 03 BUILDING TYPE V - ROOF PLAN SCALE: 1/8" = I'-°" L. TOWNHOUSE BUILDING TYPE III ROOF VENTILLATION REQUIREMENTS (AREA 1) UNIT "L"-. 799 S.F. UNIT "L": 799 S.F. CORRIDOR: 216 S.F. TOTAL: 1,814 S.F. /150 = 1,741 SQ. IN. FREE VENT AREA. SQ.IN. ROOF VENTS SQ.IN. SOFFIT VENTS 871 SQ.IN. MIN. 871 SQ.IN. MIN. ROOF VENTILLATION REQUIREMENTS (AREA 2) UNIT "M": 1,044 S.F. UNIT "L": 799 S.F. CORRIDOR: 318 S.F. TOTAL: 2,161 S.F. /150 = 2,075 SQ. IN. FREE VENT AREA. SQ.IN. ROOF VENTS SQ.IN. SOFFIT VENTS 1,038 SQ.IN. MIN. 1,038 SQ.IN. MIN. ROOF VENTILLATION REQUIREMENTS (AREA 3) UNIT "K": 568 S.F. UNIT "O": 437 S.F. CORRIDOR: 168 S.F. TOTAL: 1,173 S.F. /150 = 1,126 SQ. IN. FREE VENTAREA. SQ.IN. ROOF VENTS SQ.IN. SOFFIT VENTS 563 SQ.IN. MIN. 563 SQ.IN. MIN. BUILDING TYPE III (CONT.) ROOF VENTILLATION REQUIREMENTS (AREA 4) UNIT "K": 568 S.F. UNIT "K": 568 S.F. CORRIDOR: 168 S.F. TOTAL: 1,304 S.F. /150 = 1,252 SQ. IN. FREE VENT AREA. SQ.IN. ROOF VENTS SQ.IN. SOFFIT VENTS 626 SQ.IN. MIN. 626 SQ.IN. MIN. ROOF VENTILLATION REQUIREMENTS (AREA 5) UNIT "N": 1,559 S.F. CORRIDOR: 498 S.F. TOTAL: 2,057 S.F. /150 = 1,975 SQ. IN. FREE VENT AREA. SQ.IN. ROOF VENTS SQ.IN. SOFFIT VENTS 988 SQ.IN. MIN. 988 SQ.IN. MIN. ROOF VENTILLATION REQUIREMENTS (AREA 6) UNIT "N": 1,559 S.F. TOTAL: 1,559 S.F. /150 = 1,497 SQ. IN. FREE VENT AREA. SQ.IN. ROOF VENTS SQ.IN. SOFFIT VENTS 749 SQ.IN. MIN. 749 SQ.IN. MIN. BUILDING TYPE IV & V ROOF VENTILLATION REQUIREMENTS (EACH AREA) UNIT "J": 575 S.F. X 2 UNITS TOTAL: 1,150 S.F. /150 = 1,104 SQ. IN. FREE VENT AREA BOTH SIDES OF DRAFT STOP. SQ.IN. ROOF VENTS SQ.IN. SOFFIT VENTS 552 SQ.IN. MIN. 552 SQ.IN. MIN. LEGEND DRAFTSTOP 1 HOUR WALL IN ATTIC — — — — — — RIDGE VENT • 6" PREFAB DOWNSPOUT ATTIC ACCESS - NO LADDER �— —J 30" W X 48"L - 1 HR WITH DEADBOLT ROOF PLAN NOTES 1. ALL ROOF SLOPES FROM FRONT TO BACK SHALL BE AS SHOWN ON THE PLAN AND SHALL HAVE 2'-0" OVERHANG FROM THE FACE OF THE FRAME WALL UNLESS SHOWN OTHERWISE ON THE PLANS. 2. ALL ROOF SLOPES FROM SIDE TO SIDE SHALL BE AS SHOWN ON THE PLAN AND SHALL HAVE 2'-0" OVERHANG FROM THE FACE OF THE FRAME WALL UNLESS SHOWN OTHERWISE ON THE PLANS. 3. ALL RAKE OVERHANGS SHALL BE 3'-0" FROM THE FACE OF THE FINISHED WALL UNLESS SHOWN OTHERWISE ON THE PLANS. 5. PROVIDE VALLEY FLASHING WHERE ROOF PITCHES CHANGE AND WEHERE ROOF PLANES INTERSECT VERTICAL SURFACES. 6. GUTTERS, DIVERTERS AND DOWNSPOUTS TO BE PROVIDED BY CONTRACTOR AS SHOWN ON PLANS. ATTIC VENTILATION 7. NET FREE AIR VENTILATION OF ONE SQ. FT. FOR EACH 150 SQ. FT. MIN. OF ATTIC SPACE. 8. ONE HALF VENTILATION AREA IN SOFFIT VENTS, ONE HALF VENTILATION AREA AT UPPER 1/2 OF ROOF (MIN. T-0" ABOVE SOFFIT). 9. REFER TO ROOF PLAN FOR VENTILATION SQ. FOOTAGE AREA REQUIRED PER UNIT. 10. ROOFING CONTRACTOR TO SUBMIT FOR APPROVAL TO OWNER, PRIOR TO BIDDING, THE SPECIFIC SYSTEM FOR VENTILATION MARKED ON ROOF PLAN FOR EACH UNIT AREA. (PROVIDE FREE AIR CALCULATION). 11. ALL SYSTEMS MUST BE LOW PROFILE ROOF VENTS (COLOR TO MATCH ROOF) OR RIDGE VENTS COVERED WITH SHINGLES. 12. 2'-0" WIDE X 8'-0" LONG HARDIPLANK VENTED SOFFIT & RIDGE VENT, 5 SQ. IN. FREE AIR PER LINER FOOT. c,',n Ir.-11r e-~ Le 11T Q Q Q 4 Q 4 Q Q O-- 02 BUILDING TYPE IV -ROOF PLAN SCALE: 1/8" = V-0' S TOWNHOUSE T T y 01 BUILDING TYPE III - ROOF PLAN SCALE: 1/8' =1'-0" CORRIDOR Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03115AO ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com x y d► 4916 g JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. BUILDING TYPE III, IV, & V ROOF PLAN COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 62i 1 d- N -- Fro I\ /I N 0- U') L V J F-1 I I � nI I I I F---] rn 02 BUILDING TYP SCALE: 1/4' = 1'-0' E I - 2ND FLOOR STAIR PLAN 11'-4 3/8" iim I 111 I '- 11 O � N 0 El RE71 o __- 02 BUILDING TYPE I - 2ND FLOOR STAIR PLAN SCALE: 1/4' = 1'-0' Ol BUILDING TYP SCALE: 1/4' = 1'-0' E I -1 ST FLOOR STAIR PLAN CO E /' xai ; Campus is •y,' is ,���% Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com 'A y �p 4916 9 OF ;�6mdw� JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. BUILDING TYPE I 1ST, 2ND, & 3RD STAIR PLAN COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN RG- FG- I FG-2 ROOFING MATERIAL INSTALLED PER MANUFACTURERS INSTRUCTIONS ON 15# FELT ON PLYWOOD OR 058 DECK ROOF TRUSSES 024' O.C. R-30 INSUL COMBINATION OF BATT AND BLOWN INSULATION RC -I RESILIENT CHANNELS 0 12' O.C. 5/8' TYPE 'G' GYP. BD. UL# P522 5/4' GYP-CRETE ON 3/4' T46 PLYWOOD OR 056 DECK FLOOR TRUSSES o 24' O.G. 6' UNPAGED FIBERGLASS BATT INSULATION RC -I RESILIENT CHANNELS AT 12' O.G. 5/6' TYPE 'C' 6YP. BD. UL# L514 1 1/20 LT. WT. CONCRETE ON I5# FELT ON 5/4' Td 6 PLYWOOD OR OSB DECK FLOOR TF4 55M o 240 O.G. 6' UNPAGED FIBERGLASS BAIT INSULATION RC -I RESILIENT CHANNELS AT 12' O.C. 5/8' TYPE 'C' GYP. BD. UL# L674 111111 .-k1fiIIIIIIIIIII DOU101H TOPPLATE ►�►�2X4 P400D STUDS 5TA66ERED STUD SPACINGPER h5. STRUCTURAL ENGINEER EE `d.�►v' i - - 5D. ONE LAYER Y It I `— BATT INSULATION BOTH ROWS N-2 N-5 IN-4 FLOOR CONDITION 5HOHN FOR CLARITY UL# U541 CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X4 WOOD STUDS o 16' O.G. MAX. SPACING TO BE PER ENGINEER STRUCTURAL 5/8' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE BATT INSULATION FLOOR FOR CLARITY COWIITION SHOWN UL# U305 CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o 16' O.C. MAX. SPACING TO BE PER ENGINEER- 1/16' OSB CORRIDOR SIDE 5/80 TYPE 'X' GYP. BD. ONE LAYER EACH SIDE BAIT INSULATION FOR CFLOOR-ARITTMITIOx SFIOY�I UL# U344 CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o 160 O.G. FIBER CEMENT SIDING WEATHER BARRIER 'i/16' 0513 SHEATHING BAIT INSULATION 5/8' TYPE 'X' GYP. BD. FLOOC -ARITY CONDITION SHOWN FOR UL# U556 CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o 160 O.G. MANUFACTURED STONE VENEER SCRATCH COAT ON METAL LATH WEATHER BARRIER -1/16' 055 SHEATHING GATT INSULATION 5/8' TYPE 'X' GYP. BD. FLOOR CONDITION SHOWN FOR CLARITY l�l.-� uL# U356 ASSEMBLY KEY 01 BUILDING TYPE I -STAIR /CORRIDOR SECTION Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155UED FOR PERMIT 04/15/10 O M B R I E NI 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com L 46A JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. SCALE: 3/8" = 1'-0" BUILDING TYPE I BUILDING SECTION COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN i DO Lj -- Lo- L \V/ J u.), I I ME .o 0 1111111111111„111� n� o IF �� -- -- 02 BUILDING TYPE II - 2ND FLOOR STAIR PLAN SO&E: 1/4' = I'-0' 0 !Campus y % Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG C NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155UED FOR PERMIT 04/15/10 L \V/ J rc 0I Lai 0 0 �IIII�E������l�1111 r�r 02 BUILDING TYPE II - 2ND FLOOR STAIR PLAN SCALE: I/4r = I1-0" 01 BUILDING TYPE II - 1 ST FLOOR STAIR PLAN SCALE: 1/4' = I'-0' 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com IL �a IQ d► 4916 9 J,�rB or JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. BUILDING TYPE II STAIR PLAN COPYRIGHT©2010OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN ROOFING MATERIAL INSTALLED PER MANUFACTURERS INSTRUCTIONS ON 15# FELT ON PLYWOOD OR 0513 DECK ROOF TRUSSES o24' O.G. R-30 INSUL COMBINATION OF BATT AND BLOWN INSULATION 000 RC -I RESILIENT CHANNELS 0 12' O.G. RG-I FG-1 FG-2 5/8' TYPE 'C' GYP. BD. UL# P522 5/40 GYP-CRETE ON 5/40 T4 6 PLYWOOD OR 055 DECK FLOOR TRUSSES o 240 O.G. 6' UNFACED FIBERGLASS BAIT INSULATION RC -I RESILIENT CHANNELS AT 12' O.G. 5/8' TYPE Y" GYP. BD. UL# L5'i4 1 I/2' LT. WT. CONCRETE ON 15# FELT ON 5/4' T46 PLYWOOD OR 055 DECK FLOOR TP 155M -0 24' O.G. 6' UNFACED FIBERGLASS BATT INSULATION RC -I RESILIENT C WMEL5 AT 12' O.G. 5/80 TYPE 'G' GYP. BD. UL# L5-14 ORCSHOM IALAR TY DOUBLE TOP PLATE 2X4 WOOD STUDS AT 24' O.C. MAX. ROWS TO BE STA6GERED STUD SPACING PER STRUCTURAL ENGINEER 5/80 TYPE 'X GYP. BD. ONE LAYER EACH SIDE BATT INSULATION BOTH ROWS FLOOR CONDITION SHOM FOR CLARITY UL# U341 C;EILIN6 W FOR CA-AR�IT"Y DOUBLE TOP PLATE 2X4 WOOD STUDS o 16' O.G. MAX. SPACING TO BE PER STRUCTURAL ENGINEER 5/80 TYPE 'X' GYP. BD. ONE LAYER EACH SIDE -AW6r'16-GATT INSULATION _ 2 FLOOR CONDITION SHORN NFOR CLARITY UL# U505 CEILING SHOWN FOR CLARITY DOUBLE PLATE 2X6 V400DTSTUDS o 16' O.G. MAX. SPACING TO ENN 7 EPEIR 61TURAL 1/16' OSB CORRIDOR SIDE 5/60 TYPE 'X GYP. BD. ONE LAYER EACH SIDE BATT INSULATION FLOFOR C -ARITY ON SHOY�O�I y UL# U344 I2=1 W-5 CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS 0 16' OZ. FIBER CEMENT SIDING WEATHER BARRIER -1/16' 0513 SHEATHING BAIT INSULATION 5/8' TYPE 'X' GYP. BD. LO COWN CFOR ONDITION SHO UL# L356 CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS 0 160 O.G. MANUFACTURED STONE VENEER SCRATCH COAT ON METAL LATH WEATHER BARRIER 1/16' 05B SHEATHING BATT INSULATION 5/60 TYPE ')(' GYP. BD. FLOOR SHOWN FOR UL# U356 ASSEMBLY KEY X�f�i % .�./ ¢ S,i.s( s,;.. 4 4 S 0 yCampus % Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 O M B R I E NI 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com ��;`\`�� 46M d JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED 01 BUILDING TYPE II - STAIR / CORRIDOR SECTION 50ALE: 3/8' = 1'-0' BUILDING TYPE II BUILDING SECTION COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRnTEN CONSENT FROM O'BRIEN 09 BUILDING TYPE III SCALE: 1/4' = I'-0' 08 BUILDING TYPE III SCALE: 1/4' = 1'-0' CANE DETECTION RAI - 3RD FLOOR STAIR PLAN - 2ND FLOOR STAIR PLAN 07 BUILDING TYPE III -1 ST FLOOR STAIR PLAN 50ALE: 1/4' = I'-0' CL05ET 06 BUILDING TYPE III SCALE: 1/4" = I'-0' - 3RD FLOOR STAIR PLAN r1 II��� II��� IIiI II •,1�11 II�1�11 III■III I KI J P' IT 05 BUILDING TYPE III - 2ND FLOOR II�1�11 IIl1��11 II�..�1�11 II■IA��II II=1111011 IImC!t i iUl A 0 — f F r M`T� 111 I�11 ■ •I III I ` I�III I� • t� 04 BUILDING TYPE III SCALE: 1/4' = I'-0' -1ST N S STAIR PLAN FLOOR STAIR PLAN 02 BUILDING TYPE III SCALE: 1/4' = 1'-0" 11111111■ 1111111111111■ II�l��II II�G�II II�II���II II ••��II II�I�II II���II II �!IIIEN�►I IIl�� IMII II 791=II 11���11 IIF. ��II II���II II���II Il111111raR11 IIf=IMll II •� II1111111113.��II I ,' 0 ' ' illl Illll I ' -= 02 BUILDING TYPE III - 2ND FLOOR STAIR PLAN 01 BUILDING TYPE III SCALE: 1/4' = I'-0' DETECTION RAIL -1 ST FLOOR STAIR PLAN V If Campus ;, ys K Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE W% REVIEW SET 03n5/IO I55LED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972 . 788. 1010 www.obrienarch.com SHEET NO. & 4x, / �\l 4 —7 BUILDING TYPE III STAIR PLAN COPYRIGHTQc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN GRETE TREAD RISERS IN6ER, TYP. 01 BUILDING TYPE III 50AIX: 3/5' = 11-0' - STAIR SECTION END COND. i� '1 ;P/�:;Cam pus /y Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIENI SET 03/15/10 155L ED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com ra all 'A H 4916e+� l�r8 OF JOHN O'BRIEN -ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. fA I /AME:/_\� U1- MEL/U(_�/E1J VERTIGAL GLEARANGE OF I t— /' /' -r 1 I A 1. 1 n n 11 BUILDING TYPE III BUILDING SECTION COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN / \ \ / \ \ / \ / D D RANGE D D ----�� RED r�w N-5 FG_ FG-2 ROOFING MATERIAL INSTALLED ".,.,,,,,, J ,:,..,,, % y/l, ,,.. ::.. ,.P PER MANJFACTURI5Z5 INSTRUCTIONS .... ON 15# FELT ON PLYY400D OR 0515 DECK ' ` Y"� - � ' � ' ' s i s 3 i //Y l/ ROOF TF 15�.�E�' 024' O.G. / �i E'-, °°.:::;Campus R-50 INSUL GOh�INATION OF GATT g�% < � �� j AND BLOWN INSULAT`ION % V i l l a g e RC -I RESILIENT CH///b/ sy ANNELS ��/�� 0 12' O.G. Communities / T 5/8' TYPE 'G' GYP. W. U_# Pro= CAMPUS 5/4' GYP-CRETE ON 3058 T� Y 400D OR FLOOR TRU55E-S 0 24' O.G. 6' UNFACED FIBER6LA55 GATT INSULATION RC, -I RESILIENT CHANNELS AT 120 O.C. 5/8' TYPE 'C' GYP. BD. U-# L514 1 1/2' LT. WT. CONCRETE ON 15# FELT ON 5/4' Td 6 PLYWOOD OR 0513 DECK FLOOR TRUSSES 0 240 O.G. 6' UNFACED FIBERGLASS BATT INSULATION RC, -I RE5ILIEMT CHANNELS AT 120 O.G. 5/8' TYPE YV GYP. BD. UL# L514 2X4 WOOD STUDS AT 24' O.G. MAX. ROWS TO BE STA76ERED STUD SPACING PER 5TRUGTURAL ENGINEER 5/6' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE GATT INSULATION BOTH ReXAM FLOOR CONDITION SHOWN FOR CLARITY UL# U341 CEILING SHOM FOR CLARITY DOUBLE TOP PLATE 2X4 WOOD STUDS o 16' O.G. MAX. SPACING TO BE PER STRUCTURAL ENGINEER 5/8' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE GATT INSUL.AT10N Y Y — 2 FOR CLARITY N UL# U5o5 FOR CLARITY N-5 SHOM DOUBLE TOP PLATE 2X6 WOOD STUDS 0 16' O.G. MAX. SPACING TO ENGINEER TURAL '1/16' 0513 CORRIDOR 51DE 5/80 TYPE 'X' GYP. BD. ONE LAYER EACH 51DE BATT' INSULATION � C -ARITY N SHOY�w UL# U544. - OX11TY DOUBLE TOP PLATE,,. STUDS 0 160 O.C. 00w 0 - - - lJ HEATHER — I - I i 1�1 — BATT INSULATION � %slt ►_� i TYPE W C7YP. W. r /9 FOR N-5 UL# Umb ASSEMBLY KEY VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com 4+�D 4kc IQ � 'A H �p 4916 g JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. 01 BUILDING TYPE IV - STAIR / CORRIDOR SE SCALE: 3/8' = 1'-0" CTION BUILDING TYPE IV BUILDING SECTION COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN ........... .............. .......................................................... . ... . .................... ....... ____ ..................................................... BUILDING TYPE III 04 INTERIOR HALLWAY ELEVATION SCALE: 1/8' = I'-0' :: ................. II...... E���1 1100 :.._._: ti :.........._. ti ... .. ..........................==ENE= ................................................................................................................................................................................. .................................................................................................................................................................................. . ........................................................................ M EM — --------- ----------- ..................... — — —— ,nll�l► - 9.7; ..... ....................... --------------- i u r C7YP :r ./ FIRE EXTINC-AJ15HER CABINET,/ MAX75'APART. Own BUILDING TYPE III 08 INTERIOR HALLWAY SECTION SCALE: 1/4' = 1'-0' WOOD TRIM CORRUGATED METAL WAINSCOT GROWN MOLDING Q PAINTED GYP. W. cr WOOD TRIM CORRUGATED METAL WAINSCOT BUILDING TYPE III 07 INTERM HALLWAY SECTION SCALE. 1/4' = I'-0' BUILDING TYPE III 06 INTERIOR HALLWAY ELEVATION 50AL.E: 1/8' = I'-0' GROWN MOLDING PAINTED GYP. BD. WOOD TRIM CORRUGATED METAL HAIN5COT GROWN MOLDING PAINTED GYP. BD. WOOD TRIM CORRUGATED METAL WAIN5GOT BUILDING TYPE I & II 05 INTERIOR HALLWAY ELEVATION SCALE: 1/8' = I'-O' BUILDING TYPE III CORRUGATED METAL YVAINSGOT llulkliZo-rol WOOD TRIM 13 CORRUGATED METAL WAIN5GOT CORRUGATED METAL WAIN5GOT CORRUGATED METAL WAIN5GOT WOOD TRIM CORRUGATED METAL WAIN5GOT GAME RAIL 03 INTERIOR HALLWAY ELEVATION 56AL.E: 1/8' = 1'-0' CANE RAIL/ FIRE EXTINGUISHER CABINET, MAX. -75' APART. BUILDING TYPE II 02 INTERIOR HAIlWAY ELEVATION SCALE: 1/8' = I'-0' I•- 9411 ...................... _------------- ors r,�c; ICIC� 1' 1' FIRE EXTINC-AJ15HER IS I6 CANE RAILS CABINET, MAX.' APART. BUILDING TYPE I 01 TNTERIOR HALLWAY ELEVATION SCALE: IV = 1'-0" . GROWN MOLDING PAINTED GYP. BD. WOOD TRIM CORRUGATED METAL WAIN5COT GROWN MOLDING PAINTED GYP. BD. WOOD TRIM CORRUGATED METAL HAIN5COT GROWN MOLDING PAINTED GYP. BD. WOOD TRIM GORRUGATED METAL WAIN5GOT GROWN MOLDING PAINTED GYP. BD. WOOD TRIM GORRUGATED METAL WAIN5GOT yip ////�/i% r- ' Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/I5/10 155" FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com SHEET NO. INTERIOR HALLWAY ELEVATIONS COPYRIGHT ©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN - FG-1 FG-2 - Design No. L574 March, 10, 2010 Unrestrained Assembly Rating - I Hr. Finish Rating - 24 or 2S Min (See Items S, SA and SO) Load Restricted for Canadian Applications - See Guide BXUV7 I Atternate, Ims',ulaii -on Plaanmt 1. Flooring System - The flooring systernshall ronsist of O�ncr of the f-1110,40N." System No. 1 . Subficiaring - Min 23.132 in. tHck plywood with T & G edges along the 8 ff sides and exterlor glue or noriverleer APA Sturd-11-Hoor T & 6 panels per APA specifications PRP 108� Face grain of plly�aoodd or strength axis of panei to be , perpendlicular to trussr-, with joints stagiCered' 4 ft. Plywoo,11 or panels secured to trusses w1th No, 6d Kin,'I shank rails spaced .12 in. CC along each truss. Staples having equal or greater w1thdrawal and lateral resistarice strength may be , substiluted for th.i? 6d naffs, Vapor Barrier - (Optional) - Norn 0.036 In- thick commercial asphak szaturated fieft. Finish Flooring - Min I by 4 in. T & G lumber fastened ciiaqonaffy to trusscs, or min 15/32 in. plywood, min grade 'Undle'.flayment" or 'Sturd-I-Foor' with T & G edges and conforming wiM PSI-83 specifications, or noriverie-pr APA rated . _ Sturd-I-Foor, T & G panefs per APA speciftations PRP-108, Frace prairl of piy,,�eood to be perpemicWac ,,.,I Joists with .Joints staggered. System No. 2 Subficloring - ,Mln 23/32 in, thick T & Gwoo'd structrural panels installed perpendicular to trusses with joints staggered 4 ft. Plywood or nonveneer APA rated partels secured to trinses vvith construction adhesive and Nr. 6d ring shank nails , 11) I -a .,pac M- 1 2 in. OC ai ing e3ch truss� Stapies having equ I or greater withoriwaf and lateral resistarice strenqtn ma-,,i be substituted for, the 6d nails� . Vapor Barrier - (Optional) - Norn 0.030 iri., thick commercial asphialt Saturated felt. Floor Mat Materials* - (Optional) - Nom 1/4 in, ftck floor mat moteriat lome I�ilc! over tht., subffoor, Maxxon Floor Primer to be applief, to thesurface- of the mat prior to the floor topping q u cl, n . placement. When floor matmit,trial 1. se. mi thic;,no,ss or floor tapping mixture is I In. MAXXON CORP - Type Acousti-Nat It Alternate Flo*r Mat Materials* - (optiotia;]i - Norn 0.8 in, thick floor Mat material loose laid over the subtloor V,(fth Crack Suppression Mat (CSM) loose iAid ove t',.e 1,�Oor mat ma,terial. Poor topping thickness shall be min 1-1/2 in. MAXXON CORP - Type Acousti-Mat 3, Crack Suppression Mat (CSM) Metal Lath (Aftflrnate V) Crack SimipprMslon Mat �CSM)) - 3/8 In, e,!*X,>at,.dt,.,�,cjatv3,t�?:t,,.I steel diamond mesh, 3.4 lbs./stl ycl loosi,, la�d over thp floor mat erater�af. Floor toppir-9 thirkness shalt bem4l 1-1;2 In. I Alternate Moor Mat Materials* - (Optionzi!) - P.iom 0A in, thick floorma'Ji. f-nalerW lonse: laid over the s;;i)floor. MaxNon noor Primer to b­- appi`,ind to the surface of the mat prior to the f-oor rop�_Anq placement, Floor topping thickness shatt be . min I-V2`n. MAXXON COPP ... Type Erikaso-Mc 91,10 Alternate Floor Mat Materials* - (Optional) - Nom 0.2 in, thlick floor mat mzt,24a! lovs,, laid ov-zr the stiYlloor, Maxxon Floor Primer may be applied to the surface of the mat, prior to ne floor torpinq placement. Floor topping ti-licknevs sh"ll he as Specified under Floor T*ppIng mixture, MAXXON CORP --Type Acousti-Mat LP- R Metal Lath (Optionw) - For use with fto!'mal, materials, 318 fri, expanded tp.Narlized sttial diamond rriesh, 3.4 lbi��,Isq yd or Maxxor. Corp. UL Classift-d Crack Sijppresslon Mat (CSM) loose laid over the Poor mat mateelal. Floor too g tts ne s : , pir .Ick s , sbali ", min I In, MAXXON CORP - Type Crac� S�sppression Mat (CS,M) I Finish Floaring - Floor T*pping Mixture* - Min 3/4 in. thickness of Poor topping mixture having a rrfn Compressive strength of 1U.01 psl. Mixture shall Consist of 3 to 7 gal of soate'r. mixed ,Mth 81,1 lbs of fl-,qr topping mixt-ure, and 1,0 to 2.1 cu ft of %ard. MAXXON CORP - Types D-C, GC, CC 2000, L-P, T-F, CT System No. 3 Subiflooring - Min 23i'32 in, thirt'r & G wood struttuml parieIr installed perpenctic-olar to truss8s with Joints stagger 1, . p ed 4 it V.ywood or nonveneer APA rated panels secured to trussiln-, with constriuct:arr adhesive and N-o. 6d ririlq shank nails spaced 12 In. CC alono each ,truss. Stariles having equal or greater withdrawal and lateral resisi,arice stm;ipth may be substituted -1 . . for the 6d naffs. Vapor Barrier - (0pborla;) - Nom 0.030 tn. thick commercial asphalt saturated felt, Floor Mat Materials* - (Clptlor�al) - Nlorn 1,14 I;,., thk_k floor mat material iouse laid a,mr the subfiaor. Maxxori Floor Primer to!�P_ applied to the rswface of, the Mat- prior to ihe floor topping placem ent. When floor mat.-naterizi is used, min thickness of ficia� topping mixture is I in. MAXXON COPP - Typie,. Amusti-Mat 11 I ' Alternate floor Mat. Materials* - (Optiorlall - Nam O's in, thick floor mat material loose laid over the subfir,or with Crack . I Suppression Mat (CSM) lov,;i- loid over tlle floor rreat material, Floor topping thickness shall be ,min I-Ijf2 in. , MAXXON CORP -Type Acousti-Mat 3, Crack Suppression mat (CSM) Metal Lath (Alternate to Crack 5;%lppress�on Mat tlar>M-)) - 3/1-3 in. expanded galvanized steel diamorld mesh, 3.4 lbsisti yd loo";1e ;aid Over 1-he floor Mat mmalefial� floor toppirin thir .4 -kness shall be Mir; 1-1/2 in, Alternate Floor Mat Materials* - (Optionoi) - Nam 0A ln. thick Nor mat mate.,rilal lcose! laid over the s;�bfloor. Mlaxxon Floor Primer to be applied to the sl)rfoce of the mat .prlor to the fl.00r topping place,ment. Floor topping thfcpnesis shall t)e min I - 112 in. MAXXON CORP - Type Enkaso-nic 91 10 Alternate Floor Mat Materials* - (Optional) -Nem 0,2 in. thick floor mat material loose faic! over ' - he suhtfoor, M-axXon Flom, primer may he appliel to I". surface of the mat prior to� the fto,r tripping placement, Floor topfinj thf&ness sn ill be *Is specified kinder Floor Topping Mixture, MAXXON CORP - Type Acousti-Mat LP-R Metal Lath (option -al) - For -,me With floor mi3t materials, 3i8 In. exparici-ed ga;vanizee steel diamand mesh, 3A las/sci yd " or Maxxon Corp. 1.11. Classified Crack Suppression mat (CSM) ws'o lailcl over the,floor mat matr-Tial. Flo -or topping ;hiCkneSS sha!i be min I in. MAXXON CORP - Type Crack Suppression Pat CCSM�) Finish Flooring - floor Topping Mixture* - Min 3/4 im thickness of floor topping mixture haWrig a orin compressive strength Of 1200 psi, Mixture stlall Consist of 4 to 7 gal of water to 80 lbs or, floor topping mixture to 1.4 to 1,9 cu ft of $and, RAPID FLOOR SYSTEMS - Type RF, RFP, RFV, PFR, Ortecrete System No. 4 Subflooring - Min 23,132 irl. tNick plywood with T & (3 edges zlon�, t�e 8 ft sides and exterior gfue ornoriveneer APA Stard--l-Firlor T & G pariels per APA s ,rserific,atioris PRP 11.58. Face grairs Of plywoml or StreNth ax:5 of parle' to be , perpendicular to trusses with joint$ Staggef-Cd 4 ft, plywood Or panels Set:W-ed ',:O luusscs with NO. 6d ring sl�l.anl, naills spaced. 12 in, CC alolin each I ijss. Staples havirl; i g equal or C III - _r greater,Mt drawal and lateral re5!s',ar!Q1,_1 Strerlipth rila)f Le "ubstfttc . . " 'd for tfig, 6d rlalf�,. Vapor Barrier - (Opt,fWal) - Norn 0.03�,V, in. thick commercial a�phal- saturated fell. Floor Mat Materials* - (optiolial) - Mi;i 3,'R ;r,, to max 3M in, thick floor rna' material loose 11jid over the st�?_,floor. I UNITED STATES GYPSUM CO - LV.1ftR0CKCV Wand Sour.d Reductioin Board . Alternate Floor Mat Materials* - (Ciptio-ial) - Nom 1!4 iri. thick lloor mat ,rzterici loose. laid cwav thel subfloor. F:oo:* toppin, thickness shAtl bo- as q,pecifip-cl under F�ool­Topplrig Mixturl�. UNITED STATES GYPSUM CO - LEVMLROCKt�fi! Brand Floor Underlayment SR-M-2S . I Alternate Fl*or Mat Materials* - (Option?,!) - tiom 3/8 iri. thick floor Mat niaterj,o fo,�-,e faid oveir the sub,floor. SOLUTIA INC - Type SC50 Finish Flooring - Floor Topping Mixture* - Min 3yit in. tbickniii5,z n m n on, e r t, �; of flaor toppinq mixture havI g a .; c, .pr,ssiv . strength of I 200 psi, Thickness tncre:.3sed to min I in. for use with LEVELRX_Ve�',', l3rand Fl,00r Unco.-erlayrnert SRM-25. 01),efer to m;.inuract,,trer's irlstructlorl-3 accompzIrying; Vie msteriZ,.� lorspricific rnix &s,ign, � UNITED STATES GYPSUM CO - Type LRY System No. 5 Subnooring -Min 2?�132 ;!n. tHck plywood with T & G edges zlQnq the 8 ft sides anL9 exterior gloe or noiliveneer ARA Sturd-14foor T & G panels per APA specifications PPP !08, Face grain of plywaod or stmngth ax�!F of panel to lie perpendicular to trusses with Joirfts staggered 4 ft. Plyi,vood or panels secured to trusses wit-1 No. 6d ring shank nai�s + space! 12 in, OC along eavt� 'r . .us�;. 5-aples ha,vin.q equal or gmater withdrawal and lateral resistance streng-h may be sutstiwted for tl-.e 6d naft. Vapor Barrier - (Optional) - Nom 0.030 in, thick commercial asphalt saturated relt. I Floor Mat Materials' - (Optiorial) - Mill 3/8 m. to max 3/4 in, thick r,cot mat material loose laid over the sulinocir. uNrTED STATES GYPSUM CO - I-FVELROCK,iii., Brand Sound keduction Board Altemate Flaor Mat Materials2l - (Opticoa:) - Nom 1/4 in. thick floor mat materil: loose fain over the sotiffloar. Floor topping thicknoss shall be as spe-dr,.e?d Under Floor Topp:nq Mixture, UNITED STATES GYPSUM CO - LEVELROCKI�'� Brand Floor Urviettayment SRNI-25 Alternate Floor Mat Materials* - (Optional!) - Nom 3/8 in. thkk floor mat material loos,c, laid av ler the subflinor, SOLUTIA INC - Type SC5f) I Finish Flooring - Floor Topping Mixture* - Min 314 In. thickness c4 F,.00r topp�ng ,Mixture having a rn�n compressive strength of 3000 rml., Thickness increased to min I In. for m.c. wit,'3 LFVF.:..R0CK1& Brand Floor Underlavment SPM-25. Peter to marlufact.uper's instructions accompanying tne material forspecific mix clesign. UNITED STATES GYPSUM CO - Type HS-LRK I I System No. 6 Sublilooring - M�n 3,;4 in. thick wood structural panel, I - . � s, min grade 'Undeirlayrnent* or *Single -Floor", Face grain of P�yv,rootl Or strength a>tis, of panel to be perpendicuiar to joilsts With joints stanglered. L' Ong edges may be T',Ilt G or square, - Finish Flooring - Floor Topping Mixture* - Compressjv�a strength to be 2SOO psi min. Thickness to be 3,,'4 in. min. Refer to manufacturer's instr-uctions accompanying the material for specific mix design. - ALPHA 7 GYPSUM L L C -- Earth'Smart Gypsum Cernent Commercia: Roor Topping Floor Mat Materials* - toptioriai)- Floor mat, material norri 114m. tf,!�!ck adhered to subTloor with Alpha 7 Gypsum- Floor Primer. Primer to te applied to the si;rfaria of the mat Prior to ,ne placernerit of a min I in. of floor-tappmg mix�um-, ALPHA 7 GYPSUM L L C - Type Farth5mart SCM %,^,fL Floor Mat Materials* - (Optior,al)- f`10or me, material nom 6 mm thn:l,r adhered to subtloor with Alpha 7 Gypsom Floor Privier, Pr�me,^ to te arlifed to the surface of the. mat prior to tne placement of P min I ir- oli'loor-topping mixture, ALPHA 7 GYPSUM L L C -- Type FarthSmart SC14 RT, . System No. 7 Subfloorfng --- Min 3,14 in, thick wood structfirai par,.Ifls, min. srrlde- 'Uriderfaym(nit, or "Single -Floor". Fare grain of pfywood or strength ayis of panal to be. perpPridickliar to J-0ilts wftn joints Staggered. LOrl edQel may be T & G or square, Vapor Barrier - (Optional) - Nom 0.030 In. tl�,i6 corr'"erdal asphalt saturated lfelit, Finish Flooring - Floor Topping Mixture* - Min 314 or I in. thickness of floor topping mixture for 19132 or 15132 I-,.. thick wood structv.�l P�Ine:F, M�,rertivel,,,,,, having, a .Mir. compressive strength of I orio psi. Refer to manufacti;rer'!; I Instructions ar,:,com.parlying the. material for specific mix clesign. ALLIED CUSTOM GYPSUM PLASTERWORKS LLC - Actv-Cretr- and Arcu-Paciim-rt Alternate Floor Mat Mateirial* - (OptIonal) - Floor mat material rom;riaif 2 - 9�5 mm th�!ck loose laid over the suVloor. ; Floor Itapping Shall be a frim of Z14 in. or I in. thick for 0,132 or 1 5/32 in, thick wood structural panels rx,s,x-c.tfvely. ALLIED CUSTOM GYPSUM PLASTERWORKS LLC - Type AccurQvlet P80, Type ArcoQuiet C40, Type AccuQvlet ASM 20, Type AccuQuiet RISN 32,Type AccuQuiet: k$M 48, Type AccuQuiet P.S14 64, and Type AfccuQuiet P.SM 120 . . . System No. a Sub,flooring - Wn 23,132;n. thick plywood with T & G edges along the 1� ft sides and exterior give or nonvenper APA Stlard-1-Floor, T 8� G panels per,APA spf-wir.-Icetions PP,P ne. Face grain of pi,,-Nood or strength aNis of pam_-� to be pefpendiwar to trussess witli joints staggefed 4 ft. Plywood or panels sec:.ired to trusses wfth No. (3d rinc.a shiank hall,; spaced 12 in, CC aionc each truss. Staples having equal or greater Withdrawal and lateral res1stance strength may be substftted for the 6d oalfs� Vapor Barrier - (Optional) - Cornmaill-rdal asphalt saturated felt, 0.030 in. thick. Vapor Barrier - (Optional) - Norn 0.0 10 �r*., thicl< commercial rc:-sin-slzed building paper. . Finish Flooring ---- Min 3/4 in. thickness of lightwe,ight insulating co.icrete with Pergite Aggregate* or Vermiculite Aggregate*, or gypsurn Concrete. See Perfite Aggregate (CFFX) and Vermiculite Aggregate (C3ZZ) categories fbr names of marufa=irers- Floor Mat Materials* - (Clptlonoi) - Nom, 114 in, thick 100Se labi Over thin %hffoor. Floor topping thirknes5 shall be a Mln!mum Of I In, . KEENE BUILDING PRODUCTS CO INC - Type Quiet QuO S51'025 and Q,J;et Quit 55�1025 N Alternate Floor Mat Materials* .... (Optlonall� - floor rriat materiat Non, �;6 in, thick. Ica se laid Over the subftor. Moor topping tiiickrless shall be ,,, minimum or I ir, KEENE BUILDING PRODUCTS CC INC - Type Quiet Qud 60�040 and Quilet Qort 601040 N ' Alternate Floor Mat Materialss ... (Op�Joroj`l - Floor mat mater-i'al lom. 314 in. thick foose laiac over Vhe svbfl*o�, noor � topp;no tnick,.ess shall be a m;Mm%lm of 1-1,12 in. KEENE BUILDING PRODUCTS CO INC - Type Quiet QuO 65/075 arid Q;Aet Qurl 65,'075 N 1 2. Trusses - Parallel chord lrusses,, spaced a max of. 24 in, CC, Pa�lrated from nom. 2 by 4 lumber, rAth lumber orlenw, vertically or horizontally. Min truss ceptn Is 18 in, Truss depth may be reduced to I 2 in. vehen Batts and Blankets* (Itz ml SA) are draped ov�,r the resillent r1h,vis'el ano. gypsurn �oard ceiling rnernhra:10. Truss niernoers S,ec.ured. together with min 0.035c, fr.. thick gawar�;Zed steel Plate-,, Plartess have 5/1 6 in, fong teeth Peeloctinq perpendicular to the plane of the Plate. The teeth are In pairs facing; each Other (made by the sarne p, micti), forvilng a split tooth type piate, Each tool has a chisel I . point ort its outside edge. These points are ct�agonally oppo5: te each other for, each pair. 'Pne top half of each tooth has a twist For stiffrie-ss.'rhe pairs ore repeated or approx. 71-R in. centers w;t-� four rows of teelh, per inch of plate w?dth. 3, Air Duct* - Any UL Class 0 or Class I fleyibte airduct. installed In arroreilnce with the Instructions provided by the damper manufacturer. 4. Ceiling Damper* - Nom 20 in. long biy 18 in,wide by 2-IM M. high, fiabricated from galvanized steel, Plenurn box . . max sJ:7e nom 21 is., long by 18 in. vilde by 16 � fn� high fabricatezi fram either galvanized steel or Classified Air Duct Materials bezring the UL ClassMcation Marking for Class 0 or Class I riqid air ouct material, Installed in accordance with the Instructions prw.ided by tt,.e manufacturer, Max damper ope-niNs not to exceed ISO so in, per 1010 sq ft of ceifing area. NAILOR INDUSTRIES INC - Types 0755, 0755A, 0756, 0756D , 0757, 0757D, 075?FP, 07S7DFP, 0758, 0759, 0760, 0-?61., 0752, C-05� CIRDSV, CRD6, CPD61D, CPZ6FP, CRD6V,FP 4A, Alternate Ceiling Damper* - Max nom 9 by 9 fr., eampvr witlh Almone fan Installed in accordance with tbe Instructions prinrlded by tte rnanufaciturer. Max beight Of damper with fan shall be 11 in. Max damper openings not to exceed ISO sq In, per 1,00 sq rt of ce;tlng area, PANAMEX GROUP INC - Type 075OHM, 4& Alternate Ceiling Damper* - Plax pleinum box size nom 19 In. long by 19 in. wide arid 11-7/8:n. high fabricated finorri gal,; steel, Aggregate darnper openings snall! not exceed 128 sq in, per 100 sq P of ceillno area. Damper Instwied In I , - accordance with tile manufacurie-s- Inst0ation instructions provided with the darriper, AIRE. TECHNOLOGIES INC - 11odel-, CRD mode"! 50,w/floot, CRD model SGEA �qjboot, CRD modef 55 wlBoot, CRD model 55 EA w/?oot� LLOYD INDUSTRIES INC -- Model C9D 50-671 CRD SO-E.A-81T, CRD 55-ST, CRD _55 EA-BT I 4(_'� Alternate Ceiling Damper* - Max plenum b,ax size rom 13 in. kmq by 13 in.. wide, and 11-7/8in. high fabrilcated frorri gal,; steel - Aq inq grii- ,ssl - P gate damper ooem hall not exceed 50 S�ci in, per 10D sp ft of ce�ijrlq _rea� Dam.per ir;,Aailed in accordance with &,e mamifacturers. installation instructions provided with the dirinper, LLOYD INDUSTRIES INC - Model CRD 50-BT-6, CRD 50-EA-151T-6, CRD 55-BT-15� CRO 55 EA-13T-6, CP.D50-:w X-ST-6 4D. Alternate Ceiling Damper* - Max s'ze ceiling outiet �n plersurn Lox norn, 12 in. iong b,v 12 in. wide. Neriorn Lox .. � fabricated from c3aly s:eel� Ao, - gregate damper openings shall nol. Exceed 72 sq in. per 100sq ft of!"cedinc area. installed in, " . . accordance With the maru�acturers instai!ation instruct3oris ,-rovided V..'iththe damper, AIRE TECHNOLOGIES INC ---- Modle�s� C-P0 model 50 we'B,00t, CRO modc,l SOFA w!gootl, CRO model 55 ;rv/Boot, CIRr - model S!,; EPA w/Baot. LLOYD INDUSTRIES INC - Model CRDI SO-9513T, CPD 150-EA-95BT, CRD 55-95BT, CRD 55 EA-9513'r 45, Alternate Ceiling Damper* - Max size ceiling outPA iri p�enuirn box norm 16 in. long by 16 in. ;�,,!de. Agqreqilte damper opeWrgs shall rin't exceed 32$ sq is. per 100 sci ft of c.eMlig area, Damper instoliec! in arrordance -with the Manufacturers installation invtructicirs pro-vidPci with the darnper, LLOYD INDUSTRIES INC — Models CkO S(3- fGPf3-4.>,, - 4,2 NI, -6.0, -45.0 NI; CRr_)S0-r_A-fGPf3-4.2, -4�2 N1, -6.0r -6,0 NI, 4F. Alternate Ceiling Damper* — Max pien.,urn box size norn 15irl. fong by 15 1.1i. wtde and 11-7jS il% Ngh fabricated from pah; steel. Aggregate damper operi�r'.�Js ,-;hall %-!at excef-A 72 sci im per 100 so, ik of ceiling area. Damper installed irt I accor�ance mth the mamufac!ut . ers;,Istailaltion instructions pro,Aded with tile darr'mpe,r. LLOYD INDUSTRIES INC — Models 45-r-r-D-1-T-ST and 45-M.D-LTD-ST 4G. Alternate Ceiling Damper* — Max size cel�inlg outfet in pleriurn box rlcirr� 10 ill.. long by 10 !n. Vvide, plenur%n box fabri ated fr,crin galv steel. Af . " area, 1, 'c %irepate darripeF openings shalf not excced 50 sq In. per 100 W, ft of ceiling nstalled ln . - .1 accord . ance W��th! tile ma,7!..-�*zic,uters;i,,ta:la�,ior! instructiosis.provtded with file darr"per. LLOYD INDUSTRIES INC — Model 45-LTD-95-ST-4 1 4H. Alternate Ceiling Damper* — max plerum box size l7orri 19 in, long by .15 ir�, wlde arid 11-7118 In, hi;h fabricated , from calv steel. Aggregate damper openings shall not exceed 96 sq ln� per 100 sq ft of ceiling area, Damper irl5talled il,l accor�ance mth. the m . Fri;.3fat:-ur-e.rs;,IF"P:Iat,ior! instrurtions Prov;oied with tne darm,er. LLOYD INDUSTRIES INC — Model CP.050-1" X-BT � 4!. Alternate Ceiling Damper* — Max non-i area srfall ," 324 sq in, Max sqUare SiZf shall be I$ in. by 11D in. Rec-'anctufar . - s�tzesnat to exceed 324 sp In, with a max 'w"!dth OF 19 irl, Max hielq�!- of damper shafl be 14 in.. Aggregate damper openings $hap not exceed 162sq is., per IDO sq ft of ceiling area, Dampc-r instat�:k`d in accordance wilith the mas-,ufacturers imstallaton lristructions. provided with the damper, A ,steel With, (item 9) shall be inst.allied in accordance wo Instalfation instructions. CBS AIR PRODUCTS — Model RD-52 1, . I POTTORFF — Model CFD-521. 41. Alternate Ceiling Damper* — Max rom area shall be 1% sq In. Max square size shall be 14 ln� by 14 In, lk.,ectan9t;5ar Sizes not 11) ei)trerd 196 sq, lo. wltl-5 a max ;i,,idth of 26 ir'. max heicht of darr-per shall ho 7 irt. Aggregate darnper opersing,rs shall not exceed 9S &q in. per l0i) sq ft of co-Mfig area. Darniaer installed irl accordance v4th ,the irrlanufacturers installation . �nst�ructioris provided with the damper, A steel grille (Itern g", not to exceed 144 Jn,2 shall tie iristalled it; OC,cordanor wilt�h installation il-istructions. C&S AIR PRODUCTS — Model PD-521-ST POTTOPFF — ',Iotfal CFD-521-ST. S. Batts and Blankets* — (Optional) — When truss depth is 18 in. or greater, Insulation is optional. Insulation may afternate:y he secured to P.�yi&,Oorf sub -floor With stapfr-s spaced .12 fr.. CC or fr, the tnisses vilth P,0901 in. diam. galv ste-0 vvire-s spaced 12 in. 0C. Insulation may tie draped over theresilient channels and gypsem: board ceiling mern')rz,re and t1ne rpsllient izharrnels and gypsurn board .�trachrqent shall be mc4f ed as specified in items 6 arid 7. Any glassfiber in 'on i , sulah Wariog the UL Classi,"icetion M,arki�-ld . nirl derlsi�y . . . I . _�fof-Su5f,art,ek�r�iing0ior4C!l�IriStit:s.3r,,I,,'tlrF;rk,Re<,;sta?l,:C,,3r,(ihavint33a *1`3.5 pcf maybe used. The Finish Rating is 24 Min, when the inSUiat;i(in i�sdraped Lnerthe reslient channels and gypsurn I board ceiling membrarie arld 25 rrl�n, when it is Installed or, underside of the plrnood subtloor or W?7en it is iornitted, SA, Batts and Blankets* - W�leri I.Cl,:SS (lepth is less than I IS in_ Max 3-1/2 in, ti�il:knaSs of glass fit�er ir:Svlatioll $ri0 t�e , draped over the resilient channels and -q - ypsum board . I _ypsurn board ceiiing mernbrane and tho resilient chanre,s end g ., attachrn,ent snai; be modif;ee as speciffed fr, Items 6 and 7, Ariy gtass fiber insulation hearing thie IJL Classifi.cation Marking for Surface, f3urnIng Chara4cteiristics andlor Fire Resistance, and having a min dmsity of 0,5 p!:f may to. used. The Finish Rating �s 2.4 rrlin. wl�"erl the. Inisu!'Ition is t1graped over "he. resilient channvs and qy�num board ce;ting menrnbrarle, 5S. Loose Fill Material* - Loose rfli materlai May be vsed as ar� alternate to bat' insulaton (Items 5A and 5B), Whfen ,used, the re5iliert d-onnef and gypwal board attachment is Modified as specified in Iteins 6 ar!d 7, Any loose fill m.at-erfel bearing the UL Classificat;on marking for Surface Burning Characteristics, having a min density of 0,S pc arid installed at a . " - may, thickness of 3-1/2 in, may be used. The finished rating wheri loose fill Material I,- used haii not been determined, 6. Resilient Chain"els - Res;lient channel,.��, 117 in. deep by 2-3,18 in. wtdoi-I at tll,e base and 1-3/8 ifl� "Vidie at tne., face, forni4r.-d from rrin 0.020 in, thick qat'i steel, spaced 16 fr,. OC peirpand�miarto tri.mses�. 'When batt insulation ,'Item 5) is ' * , , , draped over the resliier,t channel,;gypsurn board ceiling memi brar�e, or when iciose fill insulation (item SA) is Used, the resilierii, channel spacinr . . Type$ bugle g shal� be reduced to 12 in. OC. Channels wcvr--,d to each trasswith 1-114 in� lonq nead steel screws. Charme:s overlapped q in, at sptices, Two channels, spaced 6 ln� OC, onented opposite each gypsum ' - Ward end Join,- a%- shown In the above illustration. Additional channels shall eytend Min 6 fr.. beyond each side edge of board, I 6A. Steel Framing Members* - (Optional, Not Shown) - Used as an alternite method to attarl, mill. 112 in. deep resMerf� channels (Itcrn 6) to wood trusses (Item 2). Res4jent channels are friction rifted into clips, and then clips are secured to the bot-torn 4chord of eacl�! wood trv5s with a min� 1-3/4 In, lo�ig Type S buqlc head steei sf�vew thsouqh� the ce­,tel- hole of (tie Clip and the resMent che rwel fianc 1.1; . . I I je. Ad C r _; h , ... Joir,l; q resihent channeills are overlapped 4 irf, uId r t ;.r,, es. T e clw 1,p flange is opened slliqhfly to accommodate +he t,,xo overiapped channels. Additional clips requli,ed to hold resilient charne� that sup-norts the gypsum board but, joints, a5 de5cnbed in Item 7. KEENE BUILDING PRODUCTS CO INC ... Typii7t RC Arssun?nt:ir�. 7, Gypsum Board* - Nom, 5�8 fr., thick, 0 in., wide gypsl.:rn board instailed with. long climle,ision perpendicu!br to resilient channels, Gypsum ,�oard secured widi I M. long Type S :3ugte head steei scrlew�_ spaced 12 In. 01, and located a min of 112 in, from. side "ir,tr, al�irf 3 in. from the end joints. Erld Joints secured to both resffient channels as "nown in eric, joint detz;ls, NN'hen batt insulation (Item 5) art; draped over th;ros:lient ,-ha,1SeI!gyp!;um" bo';nl ceiling membrane, or when loi�sq fill . insulation (Ttem SA) is used, screws spacing shail tie 8 in. CC. AMERICAN GYPSUM CO - Types AG-C TEMPLE -INLAND - Type TG-C 8. Finishing System - (Not Shown) - Virlyl, dry or prernixed Joint cornpound, applied in ty4ro coats to Joints and sceew- ?leeds, Norn 2 in. wi<le paper tape iembedded in first, layer of compound ever oll joinlzs� As an aiterriate, ir�.orn 3,132 in, thick , verleer plaste., may bO applied to the ,entire surface of gypsum board. . RG-1 Design No. P522 Novemoer 112, 2009 Unrestrained Assembly Rating - I Hr Finish Rating - 2S Min (See Items 3 or 3A ) Load Restricted for Canadian Applications - See Guide BXUV7 Altern.Ate Insulation 1".1acerne.0 , . 1. Roofin-9 System* - Any UL Class A, 6 or C Roaofinq System (TGFU" or Pmpared Roof Covenng (TRVZ) arceptable for , � tise ovir.,r nom 15132 in. ti�ilck wood strucfura� panels, min. prade. "l-O" or 'Shenthing" Nom. 15132 In. thlirk wo'-d structural panels secured to trusses w1h NO. (Id ringed stiank ralls spaced 1.2 in. OC along eac,h truss - Sfzs--l!?S haVing eqilal or greater withdrawal and lateral resistan,te 5trPnoth may be sv!)sfltvted for the. 6d nails. Construction adhesive may be used with: either tile nails Or stapit,is. � ; 2. Trusses - Pftched or parallel chord wood trusses, space'i a max of 24 ir-i, 01-,, f,nbr.c,lited from rom'.7 by 4 lumb,etr, with . lumber oriented ver-tica!ly or horizonta!ly. Truss (nerribers secured together vvith min, 0,0356 in., thick galy g_teel plates, Plates harve 5,116 in, 'Ong teeth proloctiniq perpenclfc0ar to the plane of mc, piate, T.'rie teeth are in pafrs; facing ezclh, other (Made by thc. Same pimch), forming P Split totitil typ* plate, Fach tonth has ,a tbiseil point on its outside edge. The,se, points are diagonally Opposite each otnerfar each pair. The top haft of each too"4 P-as D twist forstiffness. T?le pairs art, repeated on appfoyi"viarMy 718 in. centers with folur rows of teeth per inch of plate wi,-dtn� wl-,ere the truss intersects illith the interior face of the extprior �,,,alls, the nlin truss dqptfl, sha;; br- 5-1e,4 in. with a min roof stoop r V 1. I , _ of 31,12 arid 1 m!!n. area i , -le plarfe of the truss of 21 sqfft, 'Where the truss interserts with the Interlor face of the exterior walls, the Min truss dwth may J,e redtxed to 3 In, if the batts and biankets ( Item, 3", are usedas shown in the above J;!I;istration (Alternate insulation , - Pfacem. ent) arid are firmly packed agair5t the: Intersection 0, tne be'vom &..rrds and the plywood sheathing, 3. Batts and Blankets* - (Optionel) - Required whon Itern 69 is used - Glass fiber Insulation, secure,,, to the wood strucUlra: panels INIth stipies spaced 12 fr., OC or to the triusscs will' OrOgLl in. d2w.r. qlalv steel ir,,5res spa,ct4 1� in, OC.. Any glass fibeef ir­.sWa,ti,ors bcarirs(j the ot, Cfassirl?"Catifill NlarkMg as to Svrface Bur:�irq CP.arar+i,:�ristiCs arld/tr -Fire Res;:',tallce, , _ . . having a min density of 0.5 pet. As an option, the insulation -.ray be fitted in the concealed space, draped over the resilient chenneV9yp%_,urn board ceiling membrarie wher! res;illent channels arid c . � . ! I . ' I gypsuni board attiKhmen, is mod'fied as specified in lieris 6 or -id 7. When Steel Framing Members (I;e.m 6fl) are usec� max 3-1/20. th�!ck ilz!;,W�ation 5:ha�l DC draped over the furrinc channels (Item 66a) and qyp!wrn board ceitir,q membrnne,, and frit-i*n-fitted between trussr-!; and Steel Framing . memt�e­s (item 66-cl). The finished rztlng has only been ciewrmfried wher, the Insulation is secured w the decking., � 3A. Fiber, Sprayed* - As an afternate to It" 3 (not evaluated for use wft Rem 6B) - Aiiy "llickness of sprly-applie.d CeII;6!:oSeAt_'SVlatlAFl F).13-terial, havirin a min ciensity of 0�5 pcf, applied "Vithin the. canc ez:ed space, over the I-e-silient I - clhavineitfiqypsum. board ceiling Trembrane when resll�erili channels ard �ypsum board attacl1,mf?r',t;5 modifised as sp,Pdfied iln , - Iterns 6 arid 7i The rm;sh,e_1 ratine . S i . .4 wi-sen Fltl,er,Sprayed i uSei,i Y"as not beefl de.,�emri;ned� Tile ribr-F is appiied vvah water witbin the corcealle,l space, rivier! the resilient channetigypsurn noard Ceiling miierr!brane, in accordance Witt'. ,the application fristruc.�ions supm';ed With tile M-edvict, Alternate anplicatior.. rnethod: The fiber is; apphed ,w!q?--. U.S. Greerifibvl- LLCType: A0,100 hat melt adhiaslve at a nwrsinai ratio of one part adlicnive to 6,6 patts fiber in accordance with the applicatiln instrurzions supplied with the product., Alternate application rnethod, The fiber is applied ,without waterof adhesivi,, in arrordwice with the zipptimuor inslrn.ctiors suppilad with the proc,Qct. U S GREENFISER L L C - Cocoon2 Staf)ilized or Cm.ori-F?14 (Fire Rated Material). 4. Air Duct* - Any UL Class 0 or Class I fleylble. air ducr installed In accordame with. the lnstruct:ons provided bry the damper manufbcturer. 5, Ceiling Damper* - Max rinm area, 324 sil In. Max "�Uare. size, 19 in, by IS in, rectangular si%es not to exceed 324 so IV,, wfth a max width or J.8 in, Max damper h6e;qht is 14 :11. Trinalled in accordance w;th manufacturers fnsta;�at�on Instructions pfov�de<l with. the damper. M ! a)<6 Ejilyrf"ef- opey3jFJ t t . , gs ino o ex1rieed 162 sq an. per 100 sq f., of ceiling area. C&S AIR PRODUCTS - Modef RD-S2 I POTTORFF - Model CFD-571 5A, Alternate Ceiling Damper:9 - Maxnom area, 196 sq in, Pay so,��are slze, 14 in, by 14 in. Rectangular sizes not to , ".fX­<,,d i9lisrl in. w"I'll a mo)" ,oldth of 26 in, Max overall idampe.r height I-,; 7 Jr, Irstailed In acror�.ance with tbe . - manufacturers frstallal:4)n iv,strurtiln'4 pro"vilee volth th�- damper. Max damper openings not to e-xce.ev! 98 sq In, p;iw 100 sil ft of ceiiing area. CBS AIR PRODUCTS - Modol RD-521-15T POTTOPFF .... Mo,ief ffD-52.141T. 6 , 6, Furring Channels - Re0kmt channelS, nor, 1�2 :rl, ,4eep by 2-3/$ in, V;:de at the base and 1-31i!s in, yvide at the face, formed from 0.020 In. thick gal-4 steel. Install,a perper0cular to tbe trusses (Item. 2), spaced a max of 16 In, CC when .no , insuintion. (item 3 or 3A) is fitted fr, the�, conce�,aled spaced, or 3 max .Of 12 in, 0-C when imulatirn (Tten.) .3 or 3A) is fittel`4 in the- concealed .;race, ciraped over We rtislfivrt channe-1/gypsum board coling membrane, Tvro courses ofresiiient channel positioned 6 in. OC at -wa::",ard butt-�olrts (3 in. fromei-ch ene. of wall'board), Channels oriented opposite at wallboard butt -joints. Cb,3nriel splices overlapped 4 in. bereat4 Wood trussf.-,, Channels sl�cuirccl to each truss with I-Ijel in. long Type S screws. 6A. Steel Framing Members - ONot Shown" - As an alternate toltem 6, k,rnrgi rl-annels and Steel Framinq 110,embers , ; , I as described below. a, Furring Channels - Formed of No. 25 MSG gaiv st,�,,e-!. 2-3�8 I-,,.. -wic-e by 7/8 In. deep, Spaced t k 24 in, OC perpendicu!ar to trusses when no Insulation "iteiis 3 Or 3A.11 is fitted in the concw,ed space or 12 in- OC v9hPn insulation (It".)s 3 Of- 3A) is ritted In the r-onceatled space., draped over the furring channelfq , I ?1k) 6 �ypsu-,'�it�uardci-z;;ingme�-nb.,*aneo?,24;!-.,..00v)iier,ir,sulati-aii,'teFr.s,"of-3 M- fitted in the concealed space, draped ovet the fvmng chaninel/gypsurn board ceiling membrane and a s:emnd layer of qypsum board is attached as cescribed 'n Item 7 for steel' frarning rin-embers. � Channels secured to joNts as described in Item 6Ab. Ends of adjoining channels overlanped 6 fr.. and tied together with double strand of No. 1.8 SW43 gal,; stee,l lwim near each end Of 011erlap. b. Steel Frianling Members - Us I .1 J ad to attach fufying c- anricls (Itencr a' to trusses (Itern 2). Clips spaced 48 in, OC� PSIC-1 clips secured to alternatiing trusses with No. � by 2-1.,12 In. coarsed ,r,jrjall screw,*,, through the center girommet. PSIC-v C!lps secured to aftema"ing joism with 140, � by 1-1/2 . - in, coarse drywaN screw through the center hole. Fl3reirig charriel!; are ffttlor, fitted irlto dips. Adjoinfrig channels are overlapped as. described in Item 6Aa, As an alterliate, endi; of ad,loining , ch.;nrlels may ne overlapped 6 in. and secured together Witt'. two t-elf-tapp�ng No. 6 frarning screvvs, min. 7/16 In. long at the mlclw�lrlt of the overlap, %;�th One screw on each flangle of the channel. AritIftionall r0js required to inold furring channel that supports the gypsum board Wit Joints, as described in 11tem 7. PAC INTERNATIONAL INC - Type ASIC- 1, PSIC-V. - . 6B. Steel Framing Members" - (Not Shown� -As ar, alte-mat.e. to ftew.S 6 and 6A. . a. Furring Channels - Hat -shaped furring 0armels, VS in. deep by 2-5is In. -wide at ttre base and 1-1/4 41' Wide at thlefare, "ormed from t0. 25 ga. gely steel, spaced max 16 in, OC perpendicular tv. trusst" end Cold Rolled 'Channels (ftern iiflb). Furring channels Secured to Colo Rolled Channels at every irttt,rsection v4it'l a 112 in. pari head self-OlAhno scren'; throuclh each furrin* charriel feo. Ends of adioin';na channels over�`apoed 4 in, and 1:44 to*,-ther wlt�, two �-oul:-Av strand No, 16 S%NG 98N, stee wife Ides, Onel at each. end O' *Varl,ilrl). S1,;1rPlC-.`nWtai furring channels . at base layer and Ou'8r JaYM Cypsum poard butt joints are mc)t required. F�afts ancl Slanke.s draped over furring channels as dessalshed in ltem:3. Two layer% of gypsumi board attachr.,d to furring channels as descrfl>ediri Item 7. - b, Cold Rolled Channels - 1-1/2 fr., by 1/2 in., formed friom No. 16 cia, gaIv steel, positioned . vertica;!�y and parallel M trusses, frictlQl, y on t; .J_fitled into the. channel radd !3e Steel Framing Members (Item 4513d). Adjoining lengiths of cold roiled cliannels lapped min. 6 In. ard wine -tied togelner with two doul�e strane., I 8 SWG t . I ie a') I. _ii3�vs�-'er-.�,e,,�re��L,s,t-jr.e.3teacti"d*'O, ri,,, c. Blocking - Where truss dri,sign does not. perri,it OireCt, fullcontac, or the har,ger bracket, a p�ece of norninal 2 by 4 in. lumber (bl,,ckirig , ,r � . , ), min. 6 in.. long to permit full contact of the hang bracket, to be secured vertically to the side or the truss (Ite no 2) at the top and bottom Of the Wockinq at Each Steef Framing Member (Ttem, 68d) location. . d, Steel Framing Members* - Hangers srncerc.'46 in. 0C. max along tnuss, and secured to the Pfocking �Iterr 613c) or, alternating trusses, Wth a slng�e 5116 I,-.. by 2 In. hex head lag bolt or four v6 1-1/4 in, drywall liffevis through mounting holie(s, or, the hanger bracket. The two lt,ii in. long Steel teeth on the hanger are lembOdded !:I the 9:5de of the bfc,Cving, Har;9C,r positioned 0-1 Norking and level3ng bolt height adjusted si.tch t:hat fviriFig charineis are fIvsh,with bottom of trusses: before gypsum board irlstalla:jon, spi-J-1.9 qauge of f-:,w3qe:l- 0ioseq. PC-,- rnani3fa.uvrervs lnstructions, . . - KINETICS NOISE CONTROL INC - Type R-W, fiC. Steel Fr8ming Member.,;* - (Nor. Sh.6vm) - AS ani altorriat to T 'o Rems. .6, 6A arid 683 a. Furring Channels - Formed w No. 25 t/-,SG gal-v sv,0, 2-3ffl in. wide by 7,M in, deep installed � perpendk:ular towood structural miemt�ers, Channels saace,de max of 24 in. 0Cwheil no ivs0altion (Item 3 or 3A) is fitted fr. Vne- concepled space or a max of 1.2 il, OC wl'.en insulatioF-i. i'litern 3 or 3A) is Fiitted In the. crnmaied snace. Channels sem;red to rr,usses im demcrihie4 in Item 6CI:1, Ends rf adjoinino channels Overlapped 6 in, and tied together with rloubie strar,0 of ,N'o. 18 A1,4k;G gaivanized stei?f Wire int'ir eachend Of overlap. b� Steel Framing Members* - U5ed to att,ach Furring channels (Iterr 6Ca)r.,o trusses (ItLin 2). Clip& secured to the bottom Chem of earti truss (24 in. 0C),with one Nlo. 8 by 2-1/2 in, forig coarse I - . df,rwall screw through center gromr-nel. furring ch&nnpis are friction. fill,e,,� into clip,s, Adjomir�g chilirinels are ovelrlappeel as vescrlased fr. Item 6C-3, As an alternate, ends of a& oimmg chanrels rnay I - be mrerlapped 6 fr.. ond si:�cured together %vO., t-wo se2�-Iappsrg No. 6 framing screws, Min 7116 in. lang at the mictraint of Uie Overlap, wit?, arw,. screm on e3ch flange of the cf,'" anrie:. Adc:ltinraf dip-s required to �old fw,rirlo I g thBnrei that supportm the gypsurn board bi,tttjoints, iis lescribed in Trem 7. PLITEQ INC - Type Genie Clip - 7 . Gypsum Board* - One layer ofram 15,18 in. thick by 48 in, wide boards, installed vn,:'V, long dirriension parallel to trus�es. Attached to the res1l;en't channels using I in. long Type S buck:? -held scre,ees, scrpl�,,s spac M- .3 max of I 2 in. CC olong butted eno-joints arl,d In the field w"r. no l!rtsulation (Item. 3 or 3A ) is �!jtted in the concea�ed spaced, or a max Of 8 in. OC along butted end -joints epid in tile tik�id Wien irfsWation (Item 3 or 3A ) is fitted iri tile Concealed sPace� draped Over tile reS;iJjeF)t C" arinCAJJq"SVfTJ t,f,�ai`d Cell;ljq ' � . 11 . .. Me-mt rane. . , When Steel Framing Members* (r-em 6A or 5C) are- used, sl'eels Installed "'Ath tong dimenslor, per­per�d;ic,ular to furr"ng channets znd sicle Joints of sheer Iv.-ated bereat,h truSS1E-.-. C,YPSUM �>Oard SCrEW-5 are driver, through rhannel spar -eat 12 In- OC In `re fis-,ld whtirr no insl.slatlon (Ttem 3 or 3A) is, fitted M the corvreaietf soan-�, or 8 in, CC in the field when irlsulati,�,n f1tem 3 or 3A% Is ritted in the, conomied sparie, draped Over the forrirg thannell"girp,mm. board celirtg mernbrane. Gypionn ' . board buft �oirits shall be sta.pqered Min. Z ft within the assernbly, and occur between the main furring charnels, Attlie gypsurn board buit Joints, eaf�h er�d of the gypsum board shall ti�! supported bv a sisole lerlqtti of (urn?N channel equal to .1 '. . the W&h of the waiflboa.-nd pl.J,5 6 in. an eaO end. Tne 6jrrina charinelS Shelf ' Ve Spaced aPP!-0K;:Ma-,efV 3-1/2 in, 0C1 and be .. attached to the trusses wk?" orm Clip at each erid of 'he channel. Screw spacing along the butt joint to atrach. the gypsum board *,-, the. flArring c"narinels sh-3il be 9 in. CC. Second (outer' , layer of,pypsurn. board reqWred,vlhen h;rring channels (ften 6A, a' are spacerl 24 in. OC and InSUlat'On is fitted in the. r,OnCea-led space, di-zpPd over 'Ne furring rhartnel/gypsum board , ­ c6ling Membrane. Outer layer of gypsurn board attacneo ft the furring channels uslng 1-5/8 in, long Type S bugle -head scre-ois spaced OF fr.. CC at buttel:l joints arid 12 In. OC in ttle field. Butted end Joints Or P,Lkti�'.;_ layer t0 be Off -Se', a IninirnU1111 OfF '041 from baSe layer er'd joints. Bottpd side joints of Outer Mye'r to b,r- offsetmir"Ortlorn 18 in. froin butted slde joints of base layer, . Wher, Steel Framing Members (Item, E-81 are used, two fayers of norn 5/8 in. t1,,k_,k, 4 It wide gypsum board are installed W:t11 king dim-ensions Perpendiriilar t.,) firrrin.9 channels (it" 6pa). Base- layrfr attarched to th(i furring channels usln5i 1. in� long Type IS begia head steel screws spaced 8 fr., GC along N,Ateirl end Jinfrits alkirl 12 in. OC in the field of the board. 13-utted end '10int,i centerel on the continvous furrlirig chin.rels. ftt,e.d. b1se faver er", joints to be offset a rn�r of 15 in, in Z;.diacenl , I vftrlv.s� Cliluter layer attached to the furfinq enannels using I-5/8 in, lor�,� Type 5 bugle "ad steii,? screvrk spaced 8 If% CC � , " at butted enO joints and 12 in. OC In the lield, Butted .erld joints centered on the coot , 1: ,koi;s furring chanriels and ofiset a rr,;!z, of 16 In, from. butted ed joints of base layer, But' ted side jo�ntss of outer layer to be offset min 16 In. frurn, butted side joinlis of base layer. CANADIAN GYPSUM COMPANY - Types C, IP-X2.. IK,'-AR UNITED STATES GYPSUM CO - Types C, I'--X2, M-AR, USG MEXICO S A DE C V - TypLs C, TP-X2, IPC-AR., 8. finishing System - (Not sho�.m) - `,Aryf, dry or premixed jolot corripcvn,cl, applied in two coats to joints and screw - heads; paper tape, 2 fr$. wide, embedded ill first layer of compaur,il over all joints. As: an altemate, nern 3/32 In, thick veneer plaster nii.ay be applied to the enbre surface of gyp�s;�rn board. Alternate Ceiling: Membrane - Nut Shwin. 9. Steel Framing Members - . a, Main runners - lnsUl�!ed perpendiculA.r to truslses - Nom 0, or 12 ft, 1,;nrll 15�46 in. or 1-1/2 in. ;-Aldlz- rzice, spaced 4 ft 0C. rMain runniers, hung a Min Of 2 in, fr" bottorn chord of trusses with 12 SWG r ! . iialv stee� wire. Wires located a max of 48 In, Or_ I b. Cross tees; or channels - Nom 4 ft. I*rg, V.V16 in, or I - 112 fm wide face or cross channels, narn 4 ft long id .. I . � 1-112 w! e face, installed perpendicular to the rra�n runners, spaced 16 in. 0(_ Additional cross tees or channels used it S fr,. frorn each side of butted gypsum board elid Joir,s. The tro,ss tpl�s or channels may be riyeted Or screw -attached to thr wall angle or cNan.r.0 to fad;itate the celling insWIlation. C. wall angles or channels - used to, support steel framing rriemriher ends and. for screw - attachment of the gypsum wallboard - Min 0,01 6 in. thick painted or galva,itzed steel ari�g:,? with I in. legs or min, 0.016 fr., th.'Ck palrified or galvarlized steel charnef with a I by 1-112 by I in. proflie, attacbed to vea!ls at perimeter of ceiling with fasteners 16 in. CC. CGC INC - Type DGL car RX USG INTERIORS INC - Type DGL Or RX, 10. Gypsum Board * - For use with Steel Framing Members (Item 9) when 8atts and olarliret5l (11'ern 6) are not used - One layer of norn 5fIR In, thick by 48 in. Wide boards, Installed with lom.,, di�miansi*n parallel to tlie triam fusiners, Gypsum board fastened to each cross Lee or channel with five wallboard screws,with orne screw located at the mildspan of the cross screw located 12 in. From arid on each side of the croi;!; bee or channel vnid -�i:ian Brid *,lie screw located 1-112 In. from each gypsum board side joint. Except at waltboatcl end Joints, wallbimrd strew$ �_qh.�:I be tocated on alternating sld[es of cross t". flange. AX gypsurn toard endjoints, gypsum board sctewrs shall be lioratf,A 112 In. from M.e. Joint, Cyr/sum board fosttarwirf to moin runners wl!fn wallboard screws 11,12in. from side loints, midway betweren Irit"sections . , w: h trass tees or ch-anneis 11 I 6 in, Cic_)� Frit"t Rlints of adjacent gypsum board sheel'5 shall be staq�gered not lcr5s, t:ha n, 32 in, �, um boa rd shee�s screw attached to If,c) or wall angle vsltb wallbc"Ard W, ews spaced 12 In � OC, 3oints treated as descrilled in Item 7. For use with Steel Framing Members* (Iterri 9) wherl eatis and Blankets* (ItRm 6) are used - flatin�js limited to I Hour - 518 in. lhk-k, 4 ft wide; instale'd with iorg dimension perpoendicuiar to cross tees with side Joints centered along main runners and end.jointi; centered along cross tees. Fastened to cross tees witt, I iri, lo-ng steel gypsum: board screwsspaced 8 in, CC In the field and 8 fr.. CC along end joints, rasterred to main runners vvil,*� I in, long gyps -um I board screws spaced midway bmween cross tees, Screws along siless and unds of boards spi3cM- 3,'18 to 1/21r. from board eege, En d jol nt s of th e sh eets sh all be. t--agger M- wl th spadrig bet ween )oi nts or. adjz rrnt boa re -3 not less till.) n. 4 ft (X_' . CANADIAN GYPSUM COMPANY - Type C or11P-X2. UNITED STATES GYPSUM CO - Type C or IP-X2. USG MMCO S A DE C V - Type C or TP-X2. . . *Be,3rJn9 tile LJL Ciassificaton Mark F1 cr?.ATED A55EMBLIE5 � , , n , p - .� le , , " , l').�I'V�,'�'.,...��l,,f,.'.*',,.�',�M.I-.N'l"GI",,..."�U",,-- p/o/n, '1h, �K`::-:;/� — // /-�,:-:-:-::�111; Campus `/ � , llzl,,,,,, NP, ,,,�,, 0. 11151. " g "' '9 lif I //1, . X% , . ll / ff 11 1, ii � �, ,,,, Ii r- /d/b/i/I - "J/00- "' Village Communities CAMPUS VILLAGE AT STATION COLLEGE STATION, TEXAS A DEVEL : GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REMEN SET 05A5A0 155LED FOR PERMIT 0 ) B R I E N 531 0 HARVEST H ILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com I& 13 C, 104 I. .# A 0 0 us va 1% %O 04 04 . * * 4916 1% OF 46A JOHN O'BRIEN - ARCHITECT REGISTRATION NO. 4916 . DATE: I JOB: I SCALE: 04.15.10 1 99093 I 118-i-1-4" SHEET NO. I 11 , 0 lw_ 11 I - _­4 - ,X ) I i" I � F, , - FXAMWE1'5� � (4;e�� FIRE CODE DATA COPYRIGHT@2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OTRIEN N-2 Design No. U305 March 03, 2010 Bearing Wall Rating - I HR, Finish Rating - See Items 3, 3A, 30, 3E, 3F, 3G, 3H and 31. - STC Rating - 56 (See Item 9) - I Load Restricted for Canadian Applications - See Guide BXUV7 1. Wood Studs - Norn 2 by 4 in. soared 16 in. OC Max, eM---tiveiY firestopped, 2. 3oints and Nall -Heads - JoInO covered with Joint. compouri'd and p3,per tape. 3oint cormpound anc! Paper -tape m ay be timitted whc'!n sqi,arc ed�e boards are used. AS art alterriatf-, nor-. 31132 4%. WCR gypsurl venoor piaster m.3y ?,e app�ied' to tile, entire ,.kurfacp. of Cfassilied veneer wseb,�ard with the joirits reinforced with paper tam. , N'aiineads exposedf or com'�"' %%"Itf�' joint cc,rnpoondt 3, Gypsum Board* - 518 fr., thick paper or vinyl stofaced, witth bevided, square, or tz;x-IrLd e-19C,5, applied either horizontally or veftma�lly' Gypsum pantifsria��ed 7 in. OC,.vith fJd cement coated rialls 1-7/8 in. tong, 0AIS'_r, in. Shank diam and 15!64 iri. d�am ri,emds, When used fr. wI4ths other than 48 in., gypsum parl,'?I" are. to be instalied horizontally, For art MtE`rrditt? MCtMd Of aft-BehMiCtrit Of 9Yp5',-JlW, parie:s, r<,Fvr to Item 6, 6A or 6B, Steel Framing Membersil". I When Item 6, Steel Framing Members'lP, is used, q . Type . ypsum panels atta&ed to funing channels with I in. Icinq S bugle-i-,ead -steel screws spaced 12 in. CC� When itc,r., 6A: Steel framing Members�, f�-' uscd' t'�"'o layers of gypsum parlive.sattached to furri-no, 63anneis' Ba."e ia", " attacned to furring channintswith 1, ir, forie T", 0, S bijg�e-head stEieis,-r,,,,vs spt,if,ed 12 In. OV. Faa-f layer attachr,rl to fi.rrilriq , - "/ manrOs with. 1-5!p, in, long Type 5 bugle-heaci steel screws spaced 12 in, OC, All joints in face layers staf;ered �vltf' Joints " is as described in In base la, ' mrq. One laver of gypsum t;oard $ftached to opposite Side Of Wood stud WithitiUt fttrfinf� rbantlie- Item ?'. When item 6F.1, Steel framing Members*, 15 uscid, two layers of gypsum paneis att.ached, to furring r_�3anriels' f3a';ie laye� I attacned to furring ctiann"'fN, with 1. i:Y,, tong Tyre 5 bugie-head steel screws spaced 12 in, OC. Face layer attached to furring fnanno.1swith I -5/8 'fr.. long Type S hugle-ho;3o Steel scre,ees spacpid 12 In, OC. A'I jairits Ir. face iayer staggertid with joints in base layer a minimul'i of 16 in. 3oints Oriented vertics i1v one base layer stagger m- on opposite sides of the assernbsy, . Ore layiar'of gypsurn bool'd atti�rhed to oppasite side of wood stud. witnotit forring chiirinelsas descrsb'Z--d in Item, 3'. . When Item 7, resilient chanriels are used, 5,18 in, thick, 4 rtw;de gypsum pari,els applied vertically. Screw attached furrinq chamlels,M+h I in, long, self-drimng, self -tapping Type S or S-1-2 steel screws spaced 6 in, CC, vertical p�nts 1.3oated . , , rlidway be"Ween Studs. AMERICAN GYPSUM CO - Types AGY-1 (ilnish ratinq 23 min,), Type AGX- 1.1 (firijsr, ratlng 26 min) or Type AG-C � . SE13ING NEW BUILDING MATERIALS PUBLIC LTD CO -'Type DBX-I. (f..'r-Ish rating 24 min). I CERTAINTEED GYPSUM INC - Type 1, Type SP3 (fmish rating 2D min) or FRPC, ProP,oc Type CC ov Prokbl�: Type X ffloi�;il rating 26 min), Type EGF�G or Glasikot (finish Mtirtq 23 m. In) CERTAINTEED GYPSUM CANADA INC ­ ProRorType C, ProRoc TVpe X or ProRoir Type At,Usfi-R,esiStan' (fir;Isb ra;tiln�c 26 , min) CANADIAN GYPSUM COMPANY - Type AR. (,",'MjSh rating 24 fnjrj'�, Type C (filn;Sil rating 24 min', Type FCV (finish rating . 24 min), Typo TP-AR (firisli ratirin 2.1 min), Type IPC-AR (finksh rating 24 rinin), Typo- IP-XI �flnish ratinq 24 min�, Typo TP- 1 X2 (finish rating 24 ailn), Type SC,X (ftnish, rating 24min`i, Type SHX (finish raving 24 min), Type WRC (fln�5h roting 24 r I min), Typo, WFt,X (finish rating 24 min., GEORGIA-PACIFIC GYPSUM L L C --- Type 5 (finish rating 2r� min), Type 6 (finish rating 23 rrila), Type ri �finish rating 216 frin)"Type C (finish rating 26 rain), Type OGG (Ilnish rating 20 min", Type 4GPFS1 (flnish: rating 20 min), Type GRFS2 (11-inish, rating 20 miir;), Type GPI"Sf5i �finlsh rating 26 rnsirl)� Type 0S, Type DAP, Type DD (rinish rating, 20 mlr,), DA, DAPC . � LAFARGE NORTH AMERICA INC - T`vT�e)_GFC2 (finish rating 20 mftin), Ty;,e LGFC3 (finish., rating 20 min�, Type LGFC6 (fmish rating 26 mirl%, Type LGFC-C (qnis?� rating 20 ni:n), Type LGFCCA (finish rating 34 min), Type LGFC2A, Type L,6F,--- � CiA, Type LGFC-)ik'D- I I NATIONAL GYPSUM CO - Type ffSK (firish ratiriq 20 min), Type FSK�GG (finish rating 20 min), Type rS:W (finish raUng 26 rnfr), Type FSIAI-2 (Anisf� ratrig: 24 inin), Type FSW-3 (finish rating 20 min'�, Type f'SW-5 (finish reting 22 rnin', Type F$',Ii- G (firish, rating 2[Y min'), Type FSK-('(finmh rating 20 min), Type I'Sliliii-11- (firi. rating 20 min), Type'-SMR-C' T'rpe FSAI-6, (finish raVng 20 min). PASCO sumoma PRODUCTS i. 1, C, DSA PASCO GYPSUM - Types C; PG-2 (finish reting 20 min), PG-3 (finish ratin 20 min),Types PG-3W, PG -SW ilfinl�_�, rating 20 min), Tyi�e PG-4 'fW!5h rating 20 min), Type PG-6 (fir,iiislh rating 23 min), Types FIG-311?5, PG-SVYS (flnish rating 20 min), Types PG-5, K­9 �finlshratilnq 26 rrl�riil PG-11 or Tyre PG-C, I PANEL REY 5 A - Type PRX, . SIAM GYPSUM INDUSTRY (SARADURI) CO LT-D - Type EX- I (finish rating 26 mirl" TEMPLE -INLAND - Type X, Veneer Raster Base - Type Xj Water Pated - Type X, S-heathing - Type X, Soffit - Type X- UNITED STATES GYPSUM CO -Type AR (finish rating 24 mini'l, ­,� ype SCX (finish rating 24 min", Type C (finish r?,ting 24 ' ' ' , � minji, TypeWR.X (finish rating 24 min), Type WRC (finish rating 24 m1s), Type. W-X't (fnish ri'inq 24 min), Typ�e FCV ffini'lih ratIng 24 mlin), Typo TP-X2 (finish rating 24 min), Type SHX (finish rating 24 min),'rype FkX-G (firish rating 2S mirt), Type Ir.-Ar, (finish rating 24 min), Type 1PC-AR (finish rating 24 min). USG MEXICO S A Or: C V - Type AR (Finish rating 24 min), TypeC (finfc;h rating 24 min.) Type wR.)( (runish rating 24' " I ' r min), Type `l,'VF?C ("Mish ratino 24 min), Type IP­X1 ifinish irating,24 miri), Type FCV (fini,sh rating 24minl, Type IP-X2 � (fimsh sating 24 rrvin', Tym, SHX ifinisti ratinp.24 mirl'j, 5(,X (finish rating'24 min), Type TIR-AR (Sinish ra6ng 24 mm), Type- ;� '. , - TP-C-AR. (finfrn rabr-9 24 rn�ln), 3A. Gypsum Board* - (As an aiternate to ftern 31, - 5/$ in, thick gypst a panels, with beyeled, Square, or tapered edges, applied either horizontally or yeiticai�y. Gypsum pa!"6.5 fastened to frarnirig with 1-1/4 in. lonq Type W coarse . . thread gypF-pm panel Steel 5crevvy, spaced a max 9 in, 0C, with last screw I in, from edge of ticiard, When used in widths of other thin 45 In,, gypsum boards are tc� be. instaiied horizontally. AMERICAN GYPSUM CO - Type-S AG)(- I (fnish raflng 21.5 miMs', Type AG-C (fnish rating 25 mi,m), - CANADIAN GYPSUM COMPANY - Type AR (flnfsh rating 24 mini, Type C fflnis?i ratirig 24 inin): Type FCV (ffnish rating . I - 24 min), Type 11P-AR (finish rating 24 min), Tii�pe . f IPC-Aik (finish rating 24 ,nin), Type !P-Xi ffirlisri rating 24 min),Type TP- X2 i(finisti rating 24 min), Type SCX (linfsh rating 24 rnlrl), T'ype SHX (firlish rating 24 min), Type WP.0 (firlish rating 24 1 rnfri), Type WIRX (fin:�sn rating 24 rnim). UNITED STATES GYPSUM CO - Type AP ifnish" rating 24 rnin", Type SCX (fisish riatim., n I . . I _g 24 mj: ), Type C (tinish rating 24 min), Type VVRX (finisli ratl_nc � 'I 24 min), Type WRC iffirlish rating 24 Frio), Type TP-X1 (finWli rating 24 min), Type, FCV (firl.i.sh . rating 24 min), Type IP-X2 (finish rating 24 imin), Type SHX (fisfslt rating 24 m,m), T"le F;>.X-G (finiish rating 24 M. in - ), Type IP-AP. "f`i,'%.i5b niting 24 min), Tyne IPC-AF (finish rating 24 min), , USG MEXICO S A DE C V - Type Ali, (finish rating 24 min), Type C �finlsh ratingo 24 nnirl), Type WPIX f1finish mtin�; �,�4 , -h -ating 2.4 mm), T,ffle 1-7-X2 nin), Type WRC (finish ratilig 24 min), Type TP-X1 (finis rating 24 min), Type FCV (finish e � , . (r..Wsh rating 24 niln), Type 15c4iX (finisli rating 24 rnin), Type SCX, Type TP-AR (Pnish rating 24 min), Type IPC-AP (rinisrhi rating 24min), 3B, Gypsum Board* - (AS an a3tcirratil to Item 3) ... Norn. 114 in� thick, 14s;tafled wlth 1-7118 In, lorig cement roctrie, naifs as di,5,cribed In Itern 3 Cir 1-3/8 in. long Type W coarse thread gypsurn panel -steel tcrel,js is described In Item 3A. CANADIAN GYPSUM COMPANY -- Types AP., JP -AR. UNITED STATES GYPSUM CO - Types AP, IP-AR, USG MEXICO S A DE C V - Types AR, 10-A.P. 3C. Gypsum Board* - (As an aliterna;,e to Herns 3, 3A and 3B) -5/8 In. thick, 2 ft yeide, tongue arid groove edge, applied horiZontafly to one Side of the asSembiy. Installed with 1-7f8 irl� lor,3 cerrent coated nails as <lescfitied in Item 3 or 1-l"4 in. long T'ype W coarse tnread gyp,am'i pariel steel screws as da.scribed In Itern 3A. Joint covering (Item 2) riot required, CANADIAN GYPSUM COMPANY - Typf- SHX. I UNITED STATES GYPSUM CO - Type StAX, USG MEXICO S A DE C V -- Type SHX. 3D, Wall and Partition Facings and Aicces,sclries* - (A5 an alternate to Items 3, 3A, 38 arid 3C, not Shown) - Nominal 5,18 in, thick, 4 ft wide panels, eipplied verticatty to st;Ass arld, bearing p�atp�_� oil one side of the as5embiy with 1-5/6 in. long Tyne S scWws spaced 12 In. CC at perimeter of pan�efs and 8 in. CC in the field, Horizontaijoints of "fertir-'lly a'pplied p3n,els need -not be balcked ny i-,turls, Panel joikirits cove.,red with paper tape anc,' two layers Of f0irlt COMPOUnd. S'Cre'&headS covered I'Vith two layers of joint compourl,1. Bat,,-, and fflanPetr, placed in ,_�itud mvity as described in Item 5F. Not evaluated, fol., Itsc wiln Steel Frpmfrlo Members, Furring Charinefs or Fiber., Sproille4. QUIET SOLUTION INC - Type Quie,Rocil QP-530 (finish rating 23 rrin', 3E. Gypsum Board* - (As at, alterriate to Items 3, 3A, W, �C,or_'3D -not shown) For DireCt APPIlIcatioF1 to Studs OnIY- Nom SjS In - thick lead, backed gyp5um par., els ofith bovell'ad, so I r 'Uare or tapered eciaes, appiiad vervicellY, Vertical Joi its , tcr�,tered ovii-,- sti;di; and staqqE'red min I sti.id cavi"'y on oprosite S;icies of studs, 'Nailboam secw'ed t,a studs with. ',-5!,8 ir., tong Type W cqarsc. thrii-,ad YYPSum lliant?' st,lci screws spacoa 18 In. QC at p*7fr'VU'.r ard in if&. fleii:" I-Ciad battel Strips requirec: ber,ind vettir'lf )oirts of lea . d baciced qyp.'�wn wialiticiiimf and optional: at rpmaln:nq stud location,;, Lead battan sMps, nrii:i I- 1/2 in, wide, rri"K It, ft 10:1,1 10'itr. a rnaix thickness of 0,12S, In, placed *n 1,111:1 face of studs arld attathrm', to the studiMth two I in, lonc. Typi�, S-12 pan head steel Screws: orl�, at the top Of the Strip arid one at the buttorn of the strip- - ' . Lead dis�cs or tabs may be used In l:eu of or In aciditior; to the lead batten strips or optionz! at ot"r foc.ations, Max 3/4 in. d�err by max C�' 1 25 1.1. i hirk : I . I .ead lj;sf.�s compression fitted or ad!'iefed ovvr steel scvew heads or max 1,'2 i:% by 1-11-1 i:i. by . F max 0.125m. thick :eatj tabs pt�aced on gypsuin bea.-is undierneatn scr��N inr.�ations p,ior tot -he iristafiation. ofthe screvfs. Lead taqen stript: to have a ourity off 99.9��,, rneel,ng ,.?�e Fede, , ,;--I spec:ficatfon Q,Q-L-201f' Grade 'C'. I RAY -BAR. ENGINEERING CORP .---'T, n h a .n 4 I, ..,lpx-, PA- t.SG 'kfi Is. r. t; 9 2 - M! I). 3i'. Gypsum Board* - (A5 ari alternate to Items 3, 3A, ag, 3C, 3D, arid Br�') - 5/8 in, thick qvsuln Pa"els, with sqj . - '�amfrig with, 1-1/4 in. long, T_�pe IN t;,-,'ZFSe jal,p eciges, apphedeitiler hor:zolntati'� or,;,��rlica::Y. Gypii:urn pariels fasteried to � - thread o . st 2 crem; and 4 in. from edge of board or nailell I in� yps,,im panfit steel screves Spaced a max gifi. OC, witi� la s I OC with 60 Cement coated rEaifs 1-7'18;n� long, 0.0915 In. S�ha�.!c diam 61V2 '�)i(i,4 in. diem, heiic!5. Wher� used ir�-, widths; of " onhier than 48 !n_ gypsum bwards are to bei fr.sU'iffed hor;,zof-itally, jo�nts Zind nail hfiadS trk'!ated as CJOSC-ribetf in Item 2. TEMPLE -INLAND - Greer.G:ass Type X (rinish rating 23 mir'). 3G, Gypsum Board"' - 'A,; an. alterriaf:Ff to kpm.s 3, 3A, 39, .jC,, 3f), 3F and 3F) - 5/8. in. glass -mot faced withsquare elq�:,s, applied either horiz.orital:y or'jt'?rbcPIiy. Gyp.sAlm parwfs nalk-d 7 In. Oc aroijnd tnct. perimeter and In the fiell mth, C-d cement crated. nails 1-71's in. tong, 0.0,�,15 in� sh&0 dialn. and 15A;4 in, d:1m heae.s, Nai�s M"tl ne placed, I irch and 3 Inch #Fom herii,or-tal Joists arid 7 Incli OC th eeafter. UNITED STATES GYPSUM CO — Type %JSGY (iinish rating 22 miri.) 3H. Gypsum Bcaird* — (As an alternate to Tt,�.-rris S throunri 3G) - 5j'P, Im thick paper surfaced ap'Aled vertiraf�y- Gypsuin I - . . I pi3riels, nll:ed 1, in, ClC with 6d remerit coated r:ail%. 1-7/f3 ino jopgr 0,r1,5?I 5 in. Shank di-3ln arid 151fA In. diarn heads, TEMPLE -INLAND - Type X,Zorrr'oftGuard Sound Deadening Gypsum Board (flnist: rating 27 min), " '' . - 31. Gypsum Board* — (As an alternate to Ittern'.-, 3� - Not to t�o usell wir") items 6 or *11, 5,;s irl. t1hick paper surfilood applied vertically orl�y. Gypsurn.riwtels nailed 7 In, OC with �A ci,fner:t coated raits 1-7/S- in. long, 0.09 iS in. shark &arri arid 15�C4 In. cl�arri iieads. NATIONAL GYPSUM CO — SouriciSreak XFType X Gypsum Board . 31 Walt and Partition Facings and Accessories* — �As an alternate to Iterris 3 through 31, .not shemn) — Nom Mai; 518 in, thick, 4 ft ,w�de Panels, pppl�od vertically. PwIvis nal:nd 7 ir" CC with 6d cement coated n-ails 1-718 in, long, 0,0�)15 in. shank. dfam ard I 5/fA in, diarn heads, Panel Joints �:Overcd with paper tEjp,c,. and two layers ojoint compound, Nalfhe,ads covi�-.:­'Zd wit". two layers of joint mrnr.14�wnd' I QUIET SCLUTtON INC — Type QuietRock ES (firli5h ratilig "I trils), Type Quletgock QP-527 (finish ratirig 24 min.), 4, Steel Corner Fasteners — (Opticinal) — For use at, wa,�Icorners, Channel sh-oped, 2 in. tong by I in, hi � gh on the back- sidv. vjItiri two 1/8 In, -Mlde cleats protruding Into thil 5/9 In. widetnarnelf f6bricated from 24 ogauge gaiv Steel, FaStenr_—S tpplled orqy to the end or cut edge "not along facercid ed.ges) O� the gypisvirri board, no q:­,.,3',-er than 2 In. from comer of % . � t 'it, lhrovo ' t" per )yPsum board� rriaxspacmc - j 16 in. Orl Nailed to , ,jacent stud ,1 ,h tab us�no one No. 6d cement ,coated n"I fastener, Corners of wall -board shaff be nailed to top and bottion Plate Using No. 16d cement coated nails� 5, Batts andSlankets* — (Opboriat - Peq�uired wher: Item 6A is uiied 1, G�as�-!-, fiber or minere)f wool iris�;Iatioo- Plared to cornpletel�y or partially fW the,. srud cavities, Wnen Item 6A IF. usea, glass fiber or minerat wool insulation shall be placed to rompletefy ft th�? qi"d cavities and %ball b,- secun�d to the- studs 24 In, OC with StnACS, :1131ts or Screws, , CERTAINTEED CORP . GUARDIAN FIBERGLASS INC I 3OHNS. MANVILLE INTERNATIONAL INC � KNAUF INSULATION GMBH OWENS CORNING HT INC, DIV OF OWENS CORNING .... Colrnin�i F;bei,r Lo , . jfos ' rp. ROCK WOOL MANUFACTURING CO — Delta F`ioard, - � ROXUL ASIA SDN 8HD — Acoustical i"Ire Batt% ROXUL INC — Arousiicol Fire Batts . THERMAFIBER INC .... Type SAFS. SA. Fiber, Sprayed* — (Not s'nown - Not 'for i3se with Item, 6A ) Asali', alternate to Batts and Blankets "Itern. 5) — Spray applied ,,P_,!hji*s;e material. The "'er is applied with water to cornpl:ete�y fill tbe endosed cavity I?, accordarice with the I ia . pi:ilicetior ;m,structions Supplied wlth' the product. Nominal dry der,,5�.�, �.,f 3X) �i:�/ft3. Alternate application metried' The fiber lsapp:�ed wfi Gi,ee,ifibe!rLLC'P,�pEirADI(31,) hotmelt ae,neshivrat a nominal ratio crone part adhesive,W6.E-parts fiber to complir-tety, fii: thre er"dosed cavity irl occoi-dance "'Vith the applicati,on Instructionn supplied with the product. Nernival try deasIty of 2.5 lb�f'0" U 9 GREENFIBER L L C — Cocoor;2 Stal>Nzed or U-irulon-fiRM: (Fire Rated Material) 513, Fiber, Sprayed* — (Not shown - Not for use,vel.h Item 6A )As ar, alterriate ro, Biiittsi� and Blankets (Itern, 5) and Item 5A - Spray appilpil cvi:W*Se insu,ntioll Material. The, fitier fr, applied withwater to Interior surfac.es �n accordanct'! with the * I 'I I - 'y P -olty, 141, .r'pIICZ.t;'113 instructions suppilied with -he product. Applied to connpliAe,' lill tti.:? encirlseci ca nimum dry density of 4,3 pounds per cubic ft. NU -WOOL CO INC — Ce;!!;uJos;e Insijiation '5(" Batts and Blankets*- — p0quired for usle with resifie-it channels, Item, 7, 3 im ftck' mineral wcol batts, placed to f',,If Interior & Waif, at"arned to tile 4 in, face of the Stud,.; with stapteS pi%Cec' 24 In. C I � THERMAIRISER INC — Type SAFS 5D, Glass Fiber 10sulation: — �AS Fr. a!te.mate ti Item. 50 — 3 In. thick Qlasi Il'i0er batt, be'ar:rla t1rle 13L Classifica".13n Markifut as to sturface Burning andicir Rri, pvsi5rance' pf3ce,,: to fi;l the interf3rof the wai;, a-Lached to the 4 in. face of the studs ,oirith stapies piaoed 74 in. Ol'. See Batts and Blankets (ffKNv or .�,Z�Z) C,i3tegorfes for names ,of Cla%stfieci coM Pan �e_s � SE. Batts and Blankets* — (Pequifed for usey,,ith, wall and, Paititior, Facings arid Accessories, Item 30) — Giass fiber I Enswlatfori, r,..,-r,- 3-V2 fr,. thick, min, density 0 D,80 pcf, with a lame Spirea�cif 25 or letiv and a smoke developed of F,O of less, friction -fitted to rompletefy fill the swa lc�avities' See B'atts arid ,Blankets Category (SKNV'; for names of Marl;.��a<turers, I SF, Fiber, Sprayed* — (Optionall N--ot Shc."wrl; - Fot for usewith It"a 6, 6A or 6S). As an alternate to Batts and Blarikets (Itern .5.) -arid Item 5A - Spray applied. grarsulited mirseral flf,er mat�rial. Thl�,� fiber is; applied with watertocomplet0y fill the enciosed czvity ir�! '�Ccofdarlce y'rithtti#' �'Ipi:INUlf:qn �nsrilctioris su"fie'd with the prodoct. See. Fiber, Sprayed (CCAZ)v AMERROCK PRODUCTS L P — Rcickwo*1 5G. Fiber, Sprayed* — (OrAlOral, Not 5-�howr, - Not far use with ltems6, 6A r:r 68). As An attr.-nate to Batts and Blarlket,s (Itern 5) and Iteat SA - Birown Coloired Spray, applied ct'Nu�osse fiber, The fiber is applied rAU7,watt'r to CompleteY fir, the efir-flDsed 5""Vd COVity;M arCOT�danCe with +Jie applicaz_ion iostruct�iDr-� supplied with thi�_, product. The minirrunn dry derlisity 5hal: Lie 4.30it;is/0. INTERNATIONAL CELLULOSE CORP — Onibar-kl_ 6. Steel Framing Members (Opfi*"al, Not Shown)* — Fu I rring charmplis and S.,.,,e; Ffarriiiig Mcnribers 3-,3 described below.. a, furring Channels — Fonmed of No. 2_5 MSG galy stee% 2-318 it., wide by 7,18 in. deep, spaced 24 in. OC ptrpendlcular to Studs, Obanntfs seruree to studs ,as described in Item b, Ends of adjoining chae,mv.ls are overlapp.:?d f; in, and tied togetherwith, doublestrand of No. 18 SWG gaiv steel .0"ire near each end,of overlap. As an aitemete, enis ,of ad�lolnlnj; ch-3nnels may be oveIlapped 6 in. ,Ind SeCljVed t0i�,4ether with tv"o Self-taoring 4-6 framing Screws, linin, Z/16 in. long at the cl.e�lii or, each flange . oft 're Crlannej. GVpSt',M b024'rd a� ttaC; midpoint OF the ovedap, with one 5 ned to furring channels as described in Item 3. b, Steel Framing Members"' — Used to attach furring channels (Item, 6a) to stues. Clips spaced 49 in. OC, RSIC-1 ciips. !;ecured to stt,ds with No. 8 x 2-1/;_� In, cnarni� drywa:1 sc-arn ttrough, the. rs'.-nter 2rornmet. ASIC-V dips secured to stud'; With No, 8 % ,I - 1,12 in.. coarse dr,psali %crew through. the center �ioie. rortine channels are rr;ctfon fitted into clips. . PAC INTERNATIONAL INC —Types P.SIC- 1, RSIC-14. . 6A, Steel Framing Members (Optional, Not Shown)* — Fure= channels arid Steef Framing mic'mbers on one side of , .,tuds as rlescribi,d beIr-ow; . a, Furring Channels — r-ormed of No, 2a. MSG gaill steel, Spaced 24 in, OC perpendicular to Studs' ci3anrels sec'ured to Studses described in Item b, Ends of adljoiss�ng ciiannels are overlapped 6 in, r - a and tied together with dounle st anc. of No. i8 SWG gaiv steel wire nvareBch end of overlap. 8 Us and Wenkets placed in stud cavity as described fr. item S. Two isyerso'gypsum board attached to fl'�rrisg charinefs as described in Rem 3. b. Steel Framing Members* — used to attach firring Zj1an:1ei5 ?It�arn "�a) to one side of studs . or,ly. Clips spaced 40 �n. OC., anij secured to studs w0i. t,wo No� 6 x 2-1/2 in, coarse drywaff screws;' orle thrlavo! the hole el each end of the 0�p. Furring channels. are friction flitted into clips. KINETICS NOISE CONTROL INC — Type Isomax. . 66� Steel Framing Members (Optional, Not Shown)* — Fufrinkf channels and Steel Frarning Meinbers as described - bElow: a, Furring Channels — Fowm.eci of No. 21- MSG qa�v steel, 2-3/8 in, wide by 71P, in, deep, spaced 24 in. 0C Perpendicular to studs, Cinarincis sec�jrle.d to studs on described fr. Itern b, Frids of adjol ,i ininc channels are riverlappcd 6 I,,, and tied together with double. stral;ld of No. 18 SWIG gaiv steef llAre near each end of overlap. As an altlprna�te, eirlds of at,oining channels ma,,,, be overlapped 6 in. arid Sel;tr�ed tngethe$",,;ikh two seif-tappinq :o",- frarnlwj scTews, Min. 7�16 In. long et the midpoint of tbeoverlap, with one screvv orl eaefi: flange of the chanrlei, Gypsvq board a"taciled "a fVning channels as described in Iterri, - b, Steel Framing Members* — Used to attqh forring channels (Itern, 68a) to studs, Clips spaced 48 in. OC. Genk-,. rlips setured to stuids with No. 8 x I-- 11211'r.. coarse drywall sa-ela thtough the irenbiir lr�ote. Furring Channels are friction filted into clips, , PLITEQ INC - Type Genie Clip 7, Furring Channel - Optional - Not Shown - Flor use on role side. of the Walt - Pesdient charneis, 2S NS6 gaiv steel. Spaced verticaiiy 2A in. CC, narige. partion Screw attarched to one side of%t,uds veith I-If4 In. long diamond shaped point, 4doubk" lead Phillips hcad stpe-1 Screws. When reSilient rll�anrlels are used. insufatir I .t ,n, Items 5C or 5D is require i. I 7A, Steel Framing members* - Optional - 1140, Sho,wn - used aser, alternate ritellicid to attach resilient chansels (Rers 7) to one s-:;de of swo only. Clips attact,ed at each, intersemon of the resilient channel and tiiewood studs (Itern 1)� Resilient channels am friction fitted into clips, and Men clips are secured to the wood stud with min. 1-3,14 in. long ,diamond shapie,J point, di:iuble fead Phillips head Steel scre'."rs througn the, center hole of tne rilip and the re.silient channel flarge. KEENE BUILDING PRODUCTS CO INC - Type RC Assurance, *Bearing th,i, UL ClaSSifiCaton MarK . _ ?,. Caulking arid Sealants - (o�it ,;hown, optioriai.) A bea,e; of zkroo,�'U,cal s;ea;')5A Appiieci oro"md the partifinn perinleterfqr sou;,:d control. 9, STC Rating - The S'TC i>atiriq, of the wal: as!iernbiy is; 56 wh'4ni, is �:ol-jntru,cted as de��cdbind by Item,, I thraugh 6' el'<Clil�'A; A. Itf-i-1 2, abova - Najltu�ilcis Shall be nr)ve�(,�A iw�t� joir,t CoMpoUnA. B� Itern 2, above - J,Arits As described, shaF Lie coevered -'-":tr1 fiber tape and joirit coimpoi�nd. I C. Rem S" above - Ratts and i3larketsz The ca'.fties Formeci by the stud,i; ,,,h?Il bc- friction fit ,eeitn R-19 unfaced flhergl-ISS Inst:iiation . batts me5suring, 6- 114 In. thick and 15- 1j4 ff". vside. .0, Item. 05, above - 5;:c,Lf,1 F�arlllrlg Merntelr&9 Type PSIC-1 dips: sha�l be vsed to attach gypsum b*4ird to studs on eit�',er side of the wall a'sSeirbly, � E, Item 8, isbove - Caulking an,,' SeaIantF inot shamn) A bead of 'i'01j.-it!ral sealant sll".'31 bie aprlied Brotiril" the. partnion perimeu!l- for somind control, I - F �R . i r% Steel Corner Fastenei�. (I m 4), F ber, Sprayed (Item�-, 5A �3l,4,d, 56 ) ,,arid S;�ee,l f-raminq Member-, lfterr, 6A,�, not ev�fuated a,,, aiternat�ves for ot)raimnq STC ir-atir.q- . . 10, Wall and Partition Facings and Aictessorjesi% - (optic.-nal, Nnt!ihownt - ho,ninal 112 In. thIrk, I ft wi,d,,? par.e.Is, for Optional use as an addiluorlai layer rn orle or both sirfes of the assembly. r1Z.-nels ittached in acmrdance iv,tti manufacturer's rerornniendaticins. W,�erl the QR-510 pa"el is �InstaRed betw�,erl the vv,00d frar-ring and tie UL Ciassified gypsum board, thl reQl;lrCd : s;.fjl;`d C . _I L Cla. 5 .. 'o . . ,ypsorin hoard iaycr(s) lsii`ar�' iL tiel installed as indicated Is to fastener type Am'4 splarinq� except tnot the required faster-er ierir�Ftb sh0 be incfeased by a rnisi�­nvm of 1/2 fr,. Not pvaioared or ir"Ier"ded as a svbstitutefar the recii.iii,ed ;ayer(s) oF UL Classified qypsurn ia,oard. QUIET SOLUTION INC - Type QuieUrWck QR-510. I 1. Cementitlous Backer Units* - (Optional 'Item. Not Si,.own - For Use On Face Of I .-fr Systems With Ail St,anoard Items Requirizxf� - 1/2 1-li" 518 in., 3�4 in, or I in, thick, miq, 32 in. wide.- Applied vertically or- herizontaPy w;"h vefticaf joints centered ever studs� Fasterif-d Of Studs arid rurrier�; vuitn cement board srf�ews. of adequtate fength to penetfate stud by a ml-nimunn of W8 in. for steel fram;f1c: mernbers, and a mirlImurri of 314 in, fbi-wood framing mernbers spaced a max of � tl in, OC� WI'len 4 ft. wide tmords are usec, haftontal joints need not be backed by fraMSM., NATIONAL GYPSUM CO — Type Per'1-laPzslP . 12, Non -Searing Wait Partition Intersection — (Op',:iona,l) ­;Twe remirlai 2 by 4 In. ,�;:vds or riaminai 2 by 46 in, Studs S" ';�C-_d logether with two 3 in. iong 10d nails spaced a max. 16 i�-.. Oi�, vertically arid rasterted i10 onesider o" the minimum 2 by 4 In, Stud W,1h 3 in. long 10d nallsspaced a may.. 16 fr.. OC. verUcaffy, Inters,acilon between pa,tition wood study, to be flush with "he 2 by 4 jn� Studs, ThLwall Partitio'l wood studs arc: to be framred by with :3 secord 2 by 4 in. wood stud : fa.,-.Verm?di with 3 in. !ong, 10d ri,;ij�s spaced ,a max. Ify iri. clic. vealcally, MaxinUirn onef nor-bearif-ig' wati pa.-Ii"M li'litersoctl6r, Pei, stud czivity- Non-ilearing wall paitWon Stud deptn shail be at a Piinimurrl,l,qiu3! to the depth of the bearing wali. 13. Mesh Netting — (Not Shown) - Any thir?, woven or rion-woven fibrous netting material att.'ec'hed wl',h si.'aptes to the . ouner face of one row of stud!; to facilitate the installation e the s'prayied (;Lot from the opposite rovir. Design No. IJ341 March (13, /'I) 1-1) ri g - I Mr. Finish Rating - Min 20 min. Load Restricted for Canadian Applications - See Guide SXVV7 HOPIZONTAL SECTION 1, Wood Studs - Nrirn,Z by 4 in,, spaced 24 In, OC max. CrMS bFBite�-, at rl"Iid-tle�ignt and effe,ctivefy firestoppod ,It top arid bottorn of Waif, No min. air space bervveel" stud rows except to accommodate zittachment of shcatning where reuired, See . _. _f ite-Ins 4 and �. 2, Gypsum Board* - 5,'Sin, thick 2 ft wiee. Gypsum board or lath OnrlieV h0tiZ*1nta:tY OrVert!"IIY, Unl(-5;S F,PeCifiEd bfvow: and nailed to stun an.d bearing plate$ 7in. 01C with 6d cerneent coated rja�ls, J-�t'8;n, �ong, (1,091.5 in, shark dia-3 * w - - ind I f'4 in, djam heod. AF� " aalterm,itv, Nc:i, 6 bugie r,ead drywaii! Screws, I-77,19 in. long, may he stj!asttuted for the W c".1ept, coatE'd na;is. When. Steel framirig Members* t1tem &� are osed, wallboard attached to furring channelswith I im loric -head steel t-'cre;ris sp'�lcf-'d 12 Ill, OC. ; � , ,.) Type 5 bugle Who". used :n widths other than 411� fr.,, gyrAum board to be Installed horiwntaily- See Gypsum Dloard"w- (CKNX) category for names of Ciasslfiee� compaillps. 2A. Wall and Partition Facings and Access*ries* - (As on alternate to Item ,I, not shewrl) - Norninat 5/8 in. thick, 4, ft wide Panels, applied vertically to studs and bearing p�atles or, or..e side of the a,_;sembly with J-5/f,Ir. tong Type S screws speced 12 in, OC at perimeter Of peneis and S in. OC In the field, Horizontal jofnts of verticaliy applied panels need not. be barked ny �tuc's. P,3`1101 joints cjy�'C- 'r lt;c - cre,al' ,, , two .cd',Njtl�.p1p(; 1re ani two layers of joint compowtd. S heads covered with tayers of Joint rompound. V�atts arid ajank�' placed In, stud ravity as dipscribed fr,. Item. Sc' Nat evaluited fur use with Steel Frarning Me7mbers, Furring Channels or FiMr, Sprayed. I QUIET SOLUTION INC - Type QuietRock QR-530 "firiiii"n rabng 23 Frlifi), 2S. Gypsum Board* - (As art altemote ta Item 2, not Shown) - Any 5,18 In. tNck gypsurn panels sup-plif.1d by the Ciaskified Companies listed hu�owshown Gypsum Board' (CKNX) cateclory� Appfirlo 11orizontally orl,'erit:'Cany arid Ottaithed, to stud';; arld bearing gyp"surn , plates 'Mth I-lf,il li;i. long q Type Vi coarse th.read < ,. panel steel screws spaced a rnax 8 In. OC, ,Mth last wew I in� from edge of board. k1kibeil used �n widktss lotiler than 0 fr,,, gypsum board to be installed horizoritally. � I CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S A DE C V 2c, Gypsum Board* - (As an wtemate to Item 2, no,, sh-will.) - 5,18 in. th"_k qvpswn pariels applied 1,".orizortally or Vertically and pttached te, &tUdsaric, bli"amilo pl.3tes -with 1-1�4 in, long Type W coarsii., thre�idpypsurn pzntis sleel '-�Crews -v - * In. Or , , � board. WhEsn tisar In widthq other tnan 43 im, TypSti'M !,card M ,rnsced .a max P _ with last screw I in. from efdoge 1>1 be installed horizontally. I AMERICAN GYPSUM CO - Types AGX-1, AG-C - CERTAT - NTEED GYPSUM INC - Propoc Type C or Pror\ocType X CERTAINTEED GYPSUM CANADA INC - ProRor Type C or Prolkoc Type X 20. Gypsum Soard;f - (A15 " alteroate to jttlms, 41-5 . 2, ZA, 2K a,id ZC�) -- ��8 in. thick gypsurn Panels, witil 5Auare ('&l , 1p")l;edeit�-.ef-lie-,(,Z,lont-,il�yorv�ertic,�if�y,Gyp,-,uf-ip�li�e';!5faFtenf�-dtof;-zi.,ii;nr)w�tti I-IJ-1 in,fongTy �Icoalrstve I . . Pie k e h ad � gypsum panel ,,'eel screii,45. spa,zed a max B in, OC, with IaSt' 2 screws : and 4 In- from edge of boaf-4 or nailed as de5cribed in Item 2, When u-;.ed in width.5 of Other thai 48 In,, gy pswin, bu,a�dss are to be instal:,d I z t ., - .r- hors oil ally, TEMPLE -INLAND - GresiGi.ass Type X, 1 2F� Gypsum Board* - (A"� ar; ditk-rillate to Iterils 2 tilrou< pa pl��r , . ' 9h 2D) - S13 ir-I, thick, 4 ft, widt', � surfaced api,ilied vertkally only arid secured as described �ri Item 2. TEMPLE -INLAND - Type XCx.,rrifortGuard Sc:und Deadening Gypsum Brand. 2F� Gypsum Board* - (As 4n alterrl6til to ,Items 2 through 2E) - Installed as described in Item 2.15,18 in. thick, 4 ft. wide, pal�ef surfaced, optied vertica4y viii,ir arid rastened to th"Studs and piate�i with i5d vemnerit coated neils 1-7P9 irt, Ionq . , . , 0.0915 in, shank d;am and 1/4 in. dj;3m heads, 7 in, O-C, Not for use with fl-tim iV6, NATIONAL GYPSUM CO - SovrdBniiai� YP Type X Gypsum Croard 2G. Watt anti Partition Facings and Accessories* - (AS, at! alternate i,f; Reffts 2 tl�lirouqh 20 - NOIni'liat 5/a in, thicIi.: 4 ft y,fidar panel-,.:, opplied vertmany and secured as described in Item, 2. QUIET SOLUTION INC --- Types Quiet,Rock ES, Qiiielli�ock 527. 3, 2olints and Nallheads - Gypsum board jemits of outer layer wyered with +ape arid joint compound. Nail heads of outer layer covered wii­�h jolf-, ciiiMpound, As an alterr,ute, n,orn 31-32 in, trirk 9-0sum veneer plaster rnoy be applied to the entine surlace of ciassified Veneer baseboard with joirlits reinforved with paper tane. . 4, Sheathing - (Optloiai) - Septuri-i may be sheathed with min 7,116 In. thick wood structural pariels rnin grade 'C-D' or "SheotHrig, 9, -nir, I .r- It ,/2 in. th: k Mirlerat and F; er f"nards". Se.,7 Mineral and Fiber Boards ?CE�Z) category fol-ri,am-fi, or Classified rompanies� S. Batts and Blankets* - 3-11;2 in. max ti�:cli,ness glass; or mineral fiber ba- insOatlom Optional when sheathing (Itern 4) ii; used on both halves Of Wali. See Batts and Blankets (BZ.1Z) categ ml fqr!Ist Of Classified cclmpan;es� SA, Fiber, Sprayed* - As an aiter.,liate, to Batt', ar"a lilan�ets (Iterri 5) - Spray applied cellulose matenal. The fiber is appiiedwith waser to carripetely Vl the enclosed cavity in accordance with. the applicatlor; insitrurtions supplied 'evith the produra. Nominal dry density of 10 lb)PO, Alterniate applivat-J'on met"ind: The fiber !�: appIted,wi'th V,S, Greenfiber U_C Type, A0100 hat meit adhe&�vk, at a nofrina� rat�lfj of one part adhestive to 6.6 parts fiber to compf"te"y Cil the enclosed cavity In accordanre with the application Instructions; supplied wMn the product, Nominal dryden!;ity of 2,5 It/0' U, S GREENFISER L L C -- Coconn2 Stabili2ed or Cocoon-FPM (F'.-,-,,, Patted Material) 513, Fiber, Sprayed* - A5 ��ri aiternate to 'aaas arw Blankets; (item 5) and Item SA when S�eat:N;ng (I Itern 4' ,, is used or. - botli.- halves cif wall - Spray applied cellulose jn�rulatjof I material. T',,3e fiber is; appiied i0th, water to Interior surf.-Ces in , accordance with the epDIfczt!onlnstr;jc0ons 5upplied vath, the Product. Applied to completely fiif V,e enclosed cavio-)r. ii,linirrium dry ,�i?ris;ty of 4.3 polipids per Cohic1w ft, NU-WOOJL CO INC - Cellulose T11sulation 5C. Batts and Blankets* - (Required for use,with INMI and Partition FaCjngs Zrd,Accessorles, item 2A. Usim- of Sheathing, Rein 4,dines acyt. nutlify requirement of Rem 5C far use witN Item 2A) - Class ffbe,r Insulation, innin-,. 3-li2 .in, thlck, min. density of 0.811 pti" will" a fiame spread of25 or less and a smoke developed of 50 Or le-5s, frirtion-fitted to compfetely Ail tf)e stk . lid c�ivlties- S"_ Flatts i3irlt' 1311'3nkel_s Cattegory (BKNV) for riarnes of m.anufacturers, � 51). Fiber, Sprayed* - As an alternate to P,atts and Btal*ets (Item. 5) arid Ite,rri SA vvh,en Sitleathing (Item 4) is used cia botti halves of wall - Spray applied ceilulose fiber. The fiber is applied witt,. wa;er to compkitel,y fill die esciosed cavity in accoreance -evith the appfiratan instn"'ctions S�;P"Ved with the pradoct, Tne miriimmm dry density shall be 430 lbs/ft-'. INTERNATIONAL CELLULOSE CORP -- Celtiar-RL 6 Steel Framing Members (Optional, Not Shovlmi)* - Furring cnannels and Steel Framing Mem�ers,is descrined ti�110"-"' A, Furring Channel' , - FOrrned Of No, 25 '4136 gal-v steei. 2--'V8 j;i- Wie,e by 71E In, de-,,P, spact-d , 24 in. OC perpendiCiAar to "tuds. Chwineis, %eco'-,M to studs as &scrilbinl in Itern D. F-;-ids of ,341'W I . Amg Ciliannefs are Ovieriapped 6 in, arid tied "o"therv(itil dial'ilble strand of Nio' 18 SWIG 081V I � - 5teel veire qeareaf,fiend of overtap� A�; an alternate, ends of adjolri�riq channO�; may be overli�pped - 6 fr,. and secuired 1,rg.E*.-','her',-;itl­, twu self-tapPing ;�6 framir!g, scfe�e'rs: MIT% 7/16 in. iong at Vie . .. r midpoint of the, ove?'ap, wirb, orle screw or! each flarge of the c1rannel, Waiiboard attached to farring channe:s as descnt:ed fr. Item 2, � B1. Steel Framing Members, -Used to attacil f:,;;T!nq chartne,ls 'Item A', to studs ?Ite^rn 11 . Clips , I I I I J 48 in. 0C.. and Wf'V-'lP_d to studs v,ftl'� No. 6 x 2-1,12 in. coarse dry,watl Scliew throtigh the spacei, I � I ceptcr p . ,rommet, Furring ch�nn05 are friction fitted inw clip'-". PAC INTERNATIONAL INC -Type, R';l,',*,-1, 7, Waif and Partition Faitings and Accessories* - (Opdonal, Not showri) - N,m-rijrial !J-71 in, tiiir'k, 4 ft lwiciv P317,els, for optan3i use as all additiortal iayer en tons, cl, to., h, Side,; of ne asesembly. Parefs atted-aled in acce.-dance -wit", mariulacturez's recommendations. Whep the QP-510 parieI is lrlstzAed lnet'vveer� thelrmod framinq and aie Uti:l,assified gypsum board, the . required UL Classified gypsunn, board iaver(s) islare to be itissralled as irdIcated as to fastener type and sp,acing, except that the reduired fastener tength 1,ha:i he increased by a mirlirntin, of 112 i3% Net evoluated or Intended as a S;ubstftte for the rc-quire'd layes" S) Of 01. Clas"6e"" Gypsum f3oaro" QUIET SOLUTION INC - Type QuietRor-P QR-510, . 9. Non -Searing Wall Partition Intersection - f0ptierial). Two nominal 2 by, 4 In. Stud or riomirtaf 2 by 6 in, stud nai�ed together with two 3iri' tong loci nalls speced a rriwc. I 6 in. OC. vertilcaify and fastener to Ore s!de. of"the rninirrium. 2 ty 4 - . In. stud with 3 in. tong Iod nal:!" spal:Ld a may If, in, OC� verticaliy, 'frit'larsection bets.l�een Partition Wood studs to be flush vvith the 2 ny 4 j,). S'-L�ds. The V,ja it] pattit; , W, . ; a & to te framee, by With a secont' 2. F)y 4 in" wecd Stoll ft-_-'fened - . . (it, qodstijj'_ -_ , . . �Aflt'j "P in. long tod nailS Spaced a Max. 16 in, OC� Vertically. Maximum cine: non -bearing wait clartition inte:l-sedion DoTslud ca-Ity. Non-i"learing wall partRlon Vvdt depth shzil! bc at a trirtim,;�m equal to t", 4deptii of tlie t:iecfirig w,�3ff� . *13aar'loy the 01. Classification f,`lark K. ""-' � " �; "­11.1 ""', vl�' :r ;' " " . P ... ii- /­' P�' /­� , , -'. --, , > 'I, � 9, , .'. ,I � , �' l. f . � � I " LAL, "�,,��'.","�."",�,�l.-�'l-'�"V:��.,$�-,..,',"" ";' I '�."J 1:'$."", "�'/' �" 4��/P/////, ,:iii�*i*i:i::-?/" op/" . Or iiii�i��:'�" 'r � " , V,/.:.:.:.;,, "�, , , , 11 ' //Z , ' / / / h- , "' , �z " "� xr,11, Campus �/ii qg/ /I V1. P, , x ,,,,, , F/I , /� 8 F ; �/ , /��'ii V ... I'll �� r". , '�/ I , O� , f�/" � f/1 l" 7, �' -, , . "'�/ k / / A/06m, li. � Village Communities CAMPUS VILLAGE AT STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% FUNIEN SET 03A5A0 155UED FOR PERMIT 04A5AO 0 1 B R I E N 531 0 HARVEST H ILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788.1010 www.obrienarch.com - --- . 9 ; � k, i I " - . 0 N, N .* . " ". � . tt : . , 'f .. ". t 0 r N I I 0 0 � f I 0 I � 0 1 0. 14 % F i 'I k . "I I '. = I " % ' 11 __ I I N" . "_.— 1p I - . I I — , ! - , ___ � 46ACW : ! JOHN O'BRIEN - ARCHITECT : I i REGISTRATION NO. 4916 1 i ������Wegllllm M M � �- I �,� �- �� SHEET NO. � 11 ­ I I I I", . FIRE RATED A,55EMBLIE5 FIRE CODE DATA COPYRIGHT@2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN N-5 Design No. U344 Mi3rh 03, 2010 Searing Wall Rating — I Hr, Finish Rating — 26 Min, Load Restricted for Canadian Applications — Sep Guide 6Xuu7 I. Wood Studs — N*m 2 by 4 is. spaced 24 in, Cic, iaterallst braced, ane effertiveiy fire stopped al top and hottotr, 2. Wood Structural Paned Sheathing —€+Torn 15i.t2 !£t. shirk, 4 ft wide APA Raid Sitrr:stissne f/1e+,-Exposcrre 1, plywood, Gr orientee, strcnd txxfrd (12SB) per PS 1, :,2 or APA Sr 3ndard l Pp-#.f3B. Installer -mitts Ions. di'mell s On of shCv>t (strength' axis) or face grain or pfywood, parallel with studs. Vr tstal 1041M C-ftattere'w oil studs, and 5rar;[}Yre ti one stud space frorn vraflttr•,yrd •}o:ftts. I#srrizr�>ttai js., nt5 backed with norn 2 Dy 4 in. moos, bat:ki?j i. At'tachcd ter s?srds arc exterior .#rife :3f vd; ? with eid screens coated steel bea:c nails spared 12 in. OC alrny interlrr stsids and 6 in, OC at Per:meeer Of pastels. 3. Batts and Blankets* -•- :3• Ill in. thics( Foil -faced grass fibr;r a ;>. Su 0lieid In rolls 2:3 in, "vieie, Density t, be rood 0,70 pcf. Placed €n stud cavity and secured t0 stucat with. 5/tl if., long steel %taplrs spaced norm I2 in. (y", See Batts and Blankets* l,8Z3Z) co'Cg3ry for manses of Classified Corrtptafties, 3A. Fiber, Sprayed* -- As aft alternate to Butts and Blankets ,item; 3) —. Spray applied c'eilule:e material. Ple fiber is appiw!o with winter to'mropktefy fill ine enclosrad ra•,rlty in a x"orcizace+ pith the app€lration instructiors supplies; witil, tile, .product. Nominal dsy i rns3ty of ;3,0 lb/ft'''. Aireroa?e 3p sffr,tirsr method: The fiber Is appl:ed w.iti? MS. Greenfiber i I c F'y#cn AI?10r; hot nieft a✓hesfve at a norninai ratio of one east adii sf:c to 6A parts ts fiber to co@cte •' fifl thE, fflt rrs_'d Ca" stfit P r ,y accordance with the application instructions supplien# witn the pro -due:*, Nominal dry density of 2.5 U S GREENFIRER L L C — Ctxmn2 Stabilized or Cor_vols••FR'.1 (First Rated 14atenal) 9, Fiber, Sprayed* As an alternate to Item 3 and :3A..•. Spray applied o0lulrse, t'naterial. Thie: fiber IS applied ^rite water to compfetrrly f if tf:e erido bead cavity In accordar<rf Wp'li the application instructions supplied with the product. Nominal day dens: or 4.58 lhfft', NU -WOOL CO INC — CfO! ose Insuiation :3C , Fiber; Sprayed* --- As an alternate to Batts zinc,, fllanklilts (Item ;i) - Spray applied cell<.rirfsn fitter. The fiber Is applied With Water'to core pie:tefy fill tf e enc}osed cavity in 3rcrrdanc>z slate the application instrs ctirns ~up}":fed with the product. The, minimum dnj density sfkall be 4,30 Ibslft3. INTERNATIONAL CELLULOSE CORP ---- Cealba-Pl_ 4. Gypsum Board'* 19 In, title; , 4 k "vide, applied horl7ontally or vertkuilly. Attached to suds Inrelugh. piyrroOd SITk'athing with $d cl-anent coated nallt 2•-3e'N In. ions;, C.I1.'', in, snanR 1am, 9/32 in. Mash head n3fls spacril 7 in, L!C_ aionec studs and at per'sn•,ete:r of panels. trFhe.^. Lse i:z w iftbs Ot?f¢r than 48 in., wallboa'd is to bra installed huri-,ontalfy. Jufnts evosed or covered with tape and cnrryLunsl. Wet n Itea'.'t 6, Steel Framing Members*, is used, gyfrauna panels attached to furrlr+cl charms,ifs Witt'. 1 ins. lusts Type S beagle: -heed steel scre cis spared 12 in, CSC, AMERICAN GYPSUM CO — Types AG#t-I, AG-C, CANADIAN GYPSUM COMPANY "Type AR, C,, TP-X2, IPC-AR, S ,X, SHX, A IRC:, WRX, LAFARGE NORTH AMERICA INC ••• Type:: LGFC_'E, LGFC6A, tr3F; •C, f_GFC•i t1A. NATIONAL GYPSUM CO -•• Type FSW-6 (ftr:fsla rating 210 rr:En). PASCO BUILDING PRODUCTS L L C, D8A PASCO GYPSUM „-. Type PG-I1 TEMPLE -INLAND •-• Types rG•C', Type X, Veneer Piaster Base-T'ype_ X, Wai:v- Rooted - Type is, Sheathinn - Type X, Soffit - Type X, GraenGlcs Type X_ UNITED STATES GYPSUM CO Typin AR, C:, Fi?X-G, IP-X2, IPC;-AK, le.jKC, SO(, SHX Or WPX, USG MEXICO S A DE C V — Type AR.., C, if' X2j TP&Asr, SCX, SH;(, ir` RC or WRX. ''TA. Gypsum Board* -- {As an alternate t0 hens 4) - 5/8lit, tf ick, 4 ft. rr9de, paper setrfuced 3mifed vertie:ally arid !:e's:tired as describer.• in Item. 4. TEMPLE -INLAND --- Type)( Co?rf rrtwuaa'd Sound Deadening Gypsum Roord (y Nil rating 27 min). S. Gypsum Raard* -- $18 in, this ' 4 ft witie, allpli", horizantally ar vertically, Attached to studs or b€vr-king at 7 in. OC with. fad rerne:tt coGred nr:E:>, 1-7/8 in, long, 0.0915 in...fsan diam and 1,r4 In. diam head... When used n wie#t'ts other than 48 3n., wallboard to be iststalie.d horizontally, 3r lnt5 exposed or cool Yettl r €tf tape: and compound- 'se/heft Itern 6, Steel Frafning Members*, is used, gypsum oe!tels ottached to furring channels win 1 in. lorry Tyoe S bvq!e-:stead stoe: scfews 6paced 12 in. OC. AMERICAN GYPSUM CO — Typi's5 AGX-I, A3-C, CANADIAN GYPSUM COMPANY -•- Type AR, C, IP-XI, IP-X2, U>C-AR, SCX or teiRX, LAFARGE NORTH AMERICA INC — Types LGsFiC6, LGFCGA, L aFC-C, LGr%^C/A, NATIONAL GYPSUM CO — Type F$14-4, (fir•:ish rating 20 ruin), PASCO BUILDING PRODUCTS L L C', £!BA PASCO GYPSUM --- Typr, PC f I TEMPLE -INLAND --- Type TG-C' LSre.tenGlass Tyf- X UNITED STATES GYPSUM CO — Type AR, C, r ZXt ->, IP-XI, P�X2, IPC-AR SC'X or WRX, USG MEXICO S A DE C V ---- Type AR, C, #1 X1, W-X2, IPC-AR, SCx or VYRX. SA. Gypsum Board* -- As art altern.Atr, to Item 5 (not: shown) 5j8 in. thick gypsum parcels,. With bevefeec, square, or toperer edges, Sppiied either horitorstilly Or vertically. Gypsum panels s5te;r:ed tc, f, an:3ng +kitil 1.1-14 in. ki ng Type W coame thread gypsisrtl panel stud screvis spared a max 8 in. OC, avrth im-t SGrea :I in. from edge of heard. When used in wridths of other than 4,13 if;,, >?yp5um Hoards are to be installed ftorizontally. 131rsts exposed or, covered with tape and cornponnd. AMERICAN GYPSUM CO — Types AGX-I, Af,-C: (Finirtled Rating is 25 minsutes). CERTAINTEED GYPSUM INC — F'roRm Type C or ProRoc Type X (Finis?stud Rating is 23 r;?#asutes). CERTAINTEED GYPSUM CANADA INC ---- ProRor Type C or PtoRoc'T yps X (Fir:sl-stJ Rating is 23 rr: nutes). CANADIAN GYPSUM COMPANY —Type AR, C, TP-X), IPC;-Air,, SCX, SIX, l: RC, WRX. (F'Inishe:d Rating fs 24 mfrutes). UNITED STATES GYPSUM CO --- Type AR, C, FRX-G, IP-XI, If'--X7, IPC-AR, SCK or WRY, {Firs€she f fia`i cr} is 24 iris% is>y), USG MEXICO S A DE C V •-- Type M C, IP-XI, IP-XZ, IPC-Aft, SCX Or WRX, (Fir:sheA Rating is 24 rnfnixtes).. 5S. Gypsum Board* -- (As arf alternate to Items 5 and SA) — 518iri, thick gypstr#rs panels, vvith square_ edges. applied ei'i.fter " ofitont'effy or YeAlcafly. Gypsum uariOs fastened :,o framing vvit#r 1-1./4 Jr., Ionf� Type W co -arse thread 9yp5e3m, pane! stwet screws spaced a rnax 8 in- OC, wftl# last 2 screws 1 and 4 In. from a d je of board or naiied as described in Item: 5, h,,en used in width.. of other than 45 in,, gypsurn t;oards are to be installed horizorstally. TEMPLE -INLAND ... Type X. SM, Gypsum Board* — ffa, ail alternate to Item'. 5 trss.'cst?nfs 5l' i 5r'8, in. thick, 4 ft. n ide, paper surfaced Ce 3f }'siw2 vet -t'tGsEEY of"0' 5s':(vre0 as clesf,'ribe'd , Item 5. TEMPLE-XINLAND —Type X ComfortGuard Sound Deadenfrg Gypsum hard (finish rating 27 trirt}, 6. Steel Framing Members — (Outs•^.na:, Not She,:vnl, — F;-trsfrg `" larnels a:sr,' 5teQ: Frarning >'ernh rs as defy. used t?esiOv4: a. Furring Channels — Farmed of No. 25 MSG p lv'_A ei. 2-3f8 iris wide by 7y8 in. deep, spacto, 24 in, f?£' pe.• ix-.ndicutar to rue$>. Channels secured trs studs as de-scriheef in Item b. Filds of al'.Joillinq clians;4 is "re ovi'kriapped £x 1. .arts# tied wgl?tber with oeiv'b '> straw'' olf No. 1.8 ssy'{a 931v steel wirre nr`sr each end of overlap. As an 3fternate ends of ad oinfng channels may be Overl<pperd 6 .n, a^d S'4T-Umd .u.;i I'frti! Mt'e two .Self tap ng 16 `, omit?rf scr e'ws; mil 7"16 :n, fong at inf* midpoint. of LRe sva..rlr,};, viitfr onescserr fill 4 etch 7i nr}a o'ti.e �•tafsr?cf. FSypssaa-s board attached to <urrfntx e:f'sann, as dr =;i:fib�d in,. Rents 4 and S. b.. Steel Framing Members* — U`:etaf to attacfr furring rh,snneis (heirr ffa; to stlad, . Clips xt7aced #5. in, QX_"' and skfc lied to studs with N.D. it X 22^1f2 in, ridzlrse drywall sire:vi threaklg}3 the tenter grommet. Furring cnaicreis are n1cticm fitted Ir to clips. PAC INTERNATIONAL INC — Type RfAC-l.- 7. flan -Bearing Wail Partition Intersection — (tlpdonal) Two nornlnal 2 by 4 in, stud or nominai 2 by 6 in, sWd nailed cogetber vefti? two 3-1/2 'sn. long 1tly. nail r spared a mien., Ill in, OC. ve:rticalf,r and faster•<e:d to ore side of the minimum 2 by 4 in, stud a.itn a in long itad pass spaced a max 16 ins. OC, tierticaily, fitter:section h..'?hve:rn raltltion *food shads to he ffut": raith f e 2 by 4 ln. studs. T to v4ail part tfrn sv0od studs arty to be framed by evith. a second 2 by t in, wood stud with 3 ins• ions 1#;d swim's spar.F-d a rrsax. 1641. M> veftically. Maxirtunr One nu.'e-bewinf via!# yt,>Y- °enn, irtterS 'ti0r; per stud cavfty. Merl-bfearin:: t'vafl partition stud depth shall be at a min"smusn we4val to the depth & the bearing wall. :d g the UL C,I SsifiratlOn i` af'K Design f4m U356 N-4 ?9arcft fi3, 2'3Tt? (Exposed to Fire on Interior Face Only) Bearing Wall Rating -» I fir Finish Rating — 23 Min or 25 Min (See Item 2C) Load Restricted for Canadian Applications — Sep Gicide B:X:fJV7 rfmr_ZHur- OIZOIT�A SECTION I. Wood Studs — Nom 2 by 4 in. ' -paned 1+I; irs, QC anti} two 2 tsy 41n. top arts: One 2 by 4 in, }'sr_:ttorn plates. Stuffs laterall y br tceus by wood structural panel, shs athmg (Item 5) . 5lditen Mineral and Fiber Boards* (Item SA) a..-,, considered as bracing for the scuds, the; load is restricted to 76'%n of allowable axial lead. Walls effertfvely fire stopped at top and hotorrr of wolf, 2. Gypsum Board* — Any Cl as%ified 5f03 in, them, 4'i side; apei:ed vPft'sca'sly arid naked to 5 ods and heztring platefi 7 in, CC with 64 Cement -coated rolls, I.•7; 8 in. l0iflq 1,14h 1 J4 ir_ d!,3ns he.1d, When hefts 7, Steel Framing t4lanlbers*, is used, y'yl>sutr pane:Es attached to fuirincl dianne3, with I lit. lorry Type S bugle -head steel screws spaced 12 in, OC. 4Jhe:rs Item 'A, Steel Fronting Niemhs rs*, is us td, tvjri foyers Gf. gypsum panels atturhr:d to furring cha ensile. Base layer attached l,• fusfri ref cl,<srr>.r,E> x"trs 1 ill. long Type S t igly-hf�ar4 steel srrkvj, sprrE %f 32 in. O:. Faro l<yev attarlied to #.using r#u .pone}. vafth 1 516 acts l0{sg Tyi,fz S fst;s2 v•f fad steel screi ors spaced 32 fZ. OC. Al Writs in #. layef> staggered with owitS in base layers. Gees! Gypsum Board (CI TUQ C ateipory for names of Class€fEed Cen ioari ~s. 2A, Gypsum Board* -- (As as) a'.;emate tG Item 2, not shown) - Any S/S In. tiriiek 4 ft side gyfs>,um panels %applied by tt;e Clmsif:ed Co mpar-i e s listed belo5v shown Gypsum Board" (C KNX) category, Applied x4; t <;l#y and attacheld to studs and Et;,ar#rsg plates r":fr 1 's;4 ln, long Ty} -le W coarse tf%re t<d sTyiat tin fiaoie3 ste l teiAnlc "Paced d a may 8 In. CSC, oasts: lac% srs'eva 1. In, from e4ge rsf boartf, CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S A DE C V 2R. Gypsum Board* — (As an alter:era tle to Item 2, not shrcvn) Sf5 in, thick 4 ft "x ,sr rgyps.um parcels applied vertfczffy and a£te'fche d trf st sr's and bearing plates with #. #.y4 in. lOrcg Type W coarse thread gypsum panet steel screws s>pacr d a rnax e in, raw, with list sere .• 1 ln. from. edge of boar.. AMERICAN GYPSUM CO — Types Aids -I, AG-C CERTAINTEED GYPSUM INC .... ProPoc Type C rsr Prokor. Type X CERTAINTEED GYPSUM CANADA INC ---- ProRot: Type C or P raRoc Type-, X PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM Type PG-11 TEMPLE-INLANO --- Types X, Ver er Plaster fie se l'ypet X, 'Alater Rare; --Type X, Sheathing-f'ypet-Y,', Soffit -Type X, Type X ComfortC'alal-d Sound IDeacwriag G•ypmL m Board. 2C. Gypsum Board». — (As an alternate to item 2, nat shown) For Use wArs Item 5A only -- 5/8 'sr. thick 4 ft wside gypsum Panels applied ho'iZontaffy and attached to studs and bearing pfat.r�, with 1.-.114 in, ImoType W coarse unread gyf-sjur } pa'>•el steef scar•;,, spas cd a rffax S Its. OC, witts last screws 1 in,and 1 In, front edgff, if board. Fiftish Rating is 25 min. PABCO BUILDING PRODUCTS L L C, ODA PASCO GYPSU14 —Type PG-I.1 TEMPLE -INLAND -• 'pipe X, Veneer Raster Base -Type X, Water stated -Type If, Sheathing Type-X,Sofflt-Type X ZD, Gypsum Board* — (As An a%£er'rtatr•_ to Ite rr, 2) Not to be rite d wltlI #tt>,rr 7. 5f8 ill. thick, 4 1". avid.., paper st0aced, applied vr3 zlcai€y only and fas*saved to the studs and piatt s wit<f 6d cement: coated faaffs 1-7J8 In.:oog, 0,015 in. shank d%m and 1.14 iris diarn heads, 7 :r,. C3i:, NATIONAL GYPSUM CO SorlrtdF3reat Xiy Type X £,ypsvm Board ?. 30ints and NaPheads — (riot Shown) - Wallboard joints rovered with tape and .Ioint comilouatd, hail heads cove;rsd with 'jo€ rt compound. 4. Bata's and Blankets — Mir"er cal Aber or glass fiber insviatiern, 3--1f2 in. thick, pressure fit to fill mall cavities betwcen starts and pfates. Ninetral fiber if9mi3lation to be unfacod ar:d to have'. a min deri-W of 3 pee'f' £,la's fiber #rs.rtatinn to tie Racr+d with akiminum foil or kraft paper and to have a min density of 0.9 pcf (mIn R-1.n, thesrirsai. #nsviation rating). See Batts and Blankets (Hf NV) Category in the 8uilr ing Materials Directory wed fiatts ertd Wank is (8232) C; wmmgvy in the Fire KEf s€starlce Directory fof names of Classified Companies, 4A, Fiber, Sprayed* — Ass an a re" na e TO Batts and Shnnkets (item 4) — Spray appis'e 1 c0lutos,, materi3i. The fiber Is appffed with v4ater- to compiLtd 1 fill tee. enclosed c'n'lty in 3cconjancY with this application Irsttitctsons, supplied with the prmuct. Nominal dry dcnslty of 3.0 lb/ft'. Alternate application rnethocl,, The ilber is applied with V.5., Qmenf:Der LLC Type A0100 flat nleit adhesive at a nominw ratio o one par; sehs-sive to 6.6 parts fiber to completely fill tite enciose-d f'evity in taceor4aru:er wit!? trse application inst;-U(tiOns supplied wt h the product. Nomi-Al dry, dens y itf 2.5 lvft'3. U S GREENFIBER L L C -•- Cocvor'2 S"01>0iZed or Coc000-s`RM (Fire fated MaterW) 4S. Fiber, Sprayed* — AS an alternate to Item 4 and 4A — Spray applied ce?Euiose material. Thn_ fitter is applied with le"ater to cortap;eteiy fill the Enclosed cavity in er_rordance Alsip the appliratlOn Instructions %Pplied With. the product. Noror nal dry density of 4.5e Iblftj, NU -WOOL CO INC w- Celiulmie €rsu€atsem 4,-. Fiber, Spra yod x — AS ar. aiternate to Batts and Slonkets (tem 4) - Spray applied cellulose fiber, The: fiber 35 applied with eater to comple>ely fill the enclosed cavity in acrord<nre v'ith thf,, application Instructions SupplietG with the Product, Tne rninirn rn dry der pity s ie l be 4.30 3bijft'. INTERNATIONAL CELLULOSE CARP --- Celbar-RL 5. Wood Structural Panel Sheatihing •H- Min 7/36 In, Wild;, 4 f elide Wood Stru-,hurnl parcels, coin grade.''C-D' or '$ite4thfng" . Irst3fled volt s is era dos nersirin Of SfieLn (strength a xi^a) or f4ce grain Of pEyvzGosl parallel vaittp or gee +>ndEc'ttoar to sto"I's. vFrticai )nittts rentered oil studs. HOr;zontai ;mice#s backed with porn 2 by h if,, wood b#anima. A,ttaGte'dto Stvc'es Oil exterior Side of wall WWI 6d cerne .t coateA box ;ails spaced 6 in, spot, at peri?tsf-ref of panefs and 12 in. CIC alone inbin or studs. SA, Mineral and Fiber Boards* -- As an alternate :o henna 5 - Min. 112 in. think, n ft wide sheathing, ire--stailevi vertic.3Ef>y to studs. vertical Ants centered tan studs. Horizontal joints h3ckm' w tie ti" 2 by 4 in, wood blocking, Attacned to steads (in : rterior side of wall with 1.-•1/2 in. long 9Mv1nfzed mo ing nails sprrcad 6 in, ()" at perirneter Of panels and 12 in. Lac; along Interior studs.. As ors option a wcatltu/ eesist'sve barrier may her ap}3f"... over the K .testa' 3;ld Fiber Boards. TEMPLE -INLAND -•- Ty} - s FlberBrar i Or r tuii tuna �> h. EXteefor Facings Installed in 3rrordas cep ovate the mane.1faztiiner's #nstaiu3nrir inslwc.tions. one oi'thn ibIfoWistg exterior facings is t0 he applied rve-r tree sfri.mthirg: A, Vinyl Siding — Molded Plastic* -- Contoured rlrfd vfnyl :sidirm having a flame spread vafake Of 20 or less, See Molded Plast€rR (BTAT) category in the 90iding Materials. Dlrertory for riarres of manufacturers, 8. Particle Board Siding -- hardb<lird exterior sWisgs €ncf#, dlno, patterned panel or lap sldirg, Wood rtr r Parr a Siding —• Ag+In n Siding, er-" .< C p St rtu al Panel or L S d ii stir s x_ sr r E c, a !t g t d • ra . l` t � a - n d 5. O. It g y f Y cei,mpusite pa refs 4'er, i veneer fas:e!s and structsair;ai wood ca i; per PS t os Af'A Ctcartfard Pf?f� iE3S, krsdu lie, textured, rough sawn, nttedwm def?skty overly,', bruFhed, gromeed arid fatp s &iq. 0. Cem>entitiems Stzfcco -'- Portland cement or synths tic sti;cco systems ;vith self-fi#wring rrtata€ lath or adl'csive baser coat. Thickness from 3/8 to 3,4 in., depending on system. E, 8rick Veneer — Any type nn norm 4 in. vrid e brick veneer. Whea bricis verx-Err is u::ed, the ra :ny ss applirarsfea rafts? exposure Ofr either facet, Brick. veneer fay£:Eated'ra#tit cor'rogat'ed metal wd3# roses attached toner sheathing to mood studs. with Bid call per bC:; tics< spaced not more than each sixth clo.;f v Of brick art max 32 its. Or horir. nta fty, One in, air space provided be'Nveun'.trick veneer and 0.eatNng' F< Exterior Insulation and finish System (EIF5) --. %for^ I in. Foamed piastii i wsuiation bearing the UL Classi<icatirn Marking, attached over sheathing and finished valth coating System, or P-o'tiarld rerneelt or Synthetic >tuia o system", rn accordance Yart;#'r manufattinew,S int'tfuction.S-. Sete Foamed Plastic fBRYX and CCVIN, lcatecgor`les for nacres of Clas'sif wd compan`ses, G. Siding Aliorfnum or steel siding attached over sheathing to studs. H. Fiber -Cement Siding — Firs - -cement exterirr ridings Endudirtt .snirwh. arse# patterlicd panel nr lap 7: Steel Framing Members — (Oplional, Not Showll)* --• FL<rrinq Cll ann l.s arsd Steel Frarrsing #%,embers as des rihrrd i?elGSai: 'I a. Furring Channels — Frrnil d of No. 25 MSC oaly ?ee:l, 2-3lff in, wide by 7�8 son. deep, spaced 24 in, CN. n<,rpetrs iCvlc r to i:eEd:s, C hnne: s sl C—curev fm shads &.:;trlterd its Item b, Erd5 of a .joinkng rhznne.is are ove0tipped 6. in, and tied mn'ether wRh C#e9uhle: strand of No. 18 StA G gal; wire; rifler each ep.4 of overlap. As Lin alternate, ends of ad;o#nfns channels may beg overiapped 6 fro and secured tograther evith two 5c:f-t3ppirsry rife ffarnJng terevas, rosins, 7116 #rs toric at'thf• rr id}lnirtt of the p �eriap, vrit#t cs}a .sore* Oki fact icrge of ti s chars+xl.. Gypsaln iGar'c attar#:ed :o cht rinets a deco;t.;ed in 1?est 2, b. Steel Framing Members* — U!;£id to att.Xfl, `Trine rl? nneis (RE-.m.. 73) to studs , Clips spared C 48 in. f._ and s'sr, nd to s`ltds Witt, Na. 8.x 2-1/2 in. r .arse: drynr<^<Il .Frew thros;g�.- the cFmter grommet. 3 ur: irg c? annels arc frEcticr #}spent #i?to clips. PAC INTERNATIONAL INC --- Type RSIC-1. 7A. Steel Framing Members (optional, Not Shown)* — ronIno channels part Sterol Fnr•9'sng Members as di .rsf ibed below. Formed ofN nMfSG,-:v sr e: 'f•:r n'f: r r . .� tar- ocr: a. Fearing Channels — FG . ..d :, No, 2_ MSG ��, ,,.,foes, tp3_a.I 2 s . ]�. pe.rpendirsi.,, t...,�Lds. Channefs rec:ured to studs as described In Item. b. E.nds ar adjoining Channels are overla#tptil 6 Ill, and tied tcgettler cwith double.<_;'.rand of Nt✓. 18 Stems gals steel ;reins: afar.:'Seri end of overlap. Two layers of • yp':urn board attar':ac ra `unring dianliels a-; dr.<arr:be 3 in here 2. f;. Steel Framing Members* — 1}sed to attach fi frog chhannels iftern 7Aa) tG mterfor s#tit: of G' ,r + r c i .. f r r r� •+s � S U ,r 5 t £• 4�• kr _., cons � r� X �• 'T - r 4 .l > � L 1 :a with s txa._ A3 2 f2 In. e � r•af# 4 ;- •, St r35 L$ 1 Li7v b y screws' One "ll'ou in the hole at eac.s ersd of the slip. Furring charnnels are f -"sr-bars rmed into clips. KINETICS NOISE CONTROL INC -•' Ivpe lsorrax. 8: Non -Searing Wall Partition Intersection -- (:.,ptianal) Two nominal 2 by 4 in. stud or nomfna! 2 by 6 insz tt,.id rlafled together with tv"''o ::-,r:, lorg 10d riali s 5pz"iced a max, 16 in. OC. vertically stand fastened to one side of the f;tlnin?un'. 2 by 4 irks Saud yit'YE 3 in. 13rty 1Od hails 5 pj aced a max 16 In, OC. verticatly. Ifrtr=rSCf.-t lO rt bestows'#:, partition wfrad Studs to be ffu_vi %vtrl the 2 by 4 im .gads. The ;wall partiti{an wood Studs ave to ! e #Tarred by with a 'second 2 by 4 its. wood stud fastened Wit', 3 in, ioE:'•tl 10d rails !;vaced a max. 15 in, OC. vertically. Max3rrlun one non-beeartrg wall partition interseiftlofr, per stvd cavity. Noss-oearillq wall pattito•~ stud depth shall be at a minimum equal to the depth of the bearin;, wadi, *F:earint. the tit. Colas si`ic,ah6r, Marc r;ffivIll r f/sCampus i ' 4 ` "I" `% V i I I a g e Communities: CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03A5A0 155LEP FOR PERMIT 04A5AO O' B R I E N 5310 HARVEST HILL RD. . SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com � y �p 4916 g OF JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 1 /8" = V=0" SHEET NO. FIRE RATED ASSEMBLIES FIRE CODE DATA COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 12 r—_00� SEC;'1'lUN - 01 BUILDING TYPE I& II -EXT. WALL SECTION 'ER 5TRUCTURAL - 51NEER /INYL FRAME .ON E 6LAZINS �ALTWED MAIRBLE 51LL 4DF BASE TRIM PERSTRW ENGINEER TURAL VINYL FRAME LOW E 6LAZIN6 5 LLTURED MARBLE MOF BASE TRIM PER STRUCTURAL ENGINEER VINYL FRAME LOW E 6LAZIN6 CULTURED MARBLE SILL MDF BASE TRIM WALL AT MANUF. STONE 02 BUILDING TYPE I & II - EXT. WALL SEC 5GAL.E: 3/4' = 1'-0' ER STRUCTURAL NSINEER 1NYL FRAME OW E 6LAZIN6 BASE TRIM I� IURAL rL FRAME I E GLAZING = BASE TRIM P. STRUCTURAL 4NEER YL FRAME N E GLAZING F BASE TRIM WALL AT SIDING TION 03 BUILDING TYPE I & II - EXT. WALL S 56AL Es 3/4' = 1'-0' RG.1 PG-2 r r 4y , ;- 9 3: 0. ", Campus ROOFING MATERIAL INSTALLED �,7401 a i 2 Y �' PER MANUFACTURERS INSTRUCTIONS ON 15# FELT ON PLYWOOD OR 055 DECK ` % V i I I a g e ////i,,///i ROOF TRU55M 024' O.G. Communities R-30 INSU.. COMBINATION of GATT CAMPUS AND BLOM INSULATION RC -I RESILIENT CHANNELS e1280.0. 5/8' TYPE 'c" GYP. W. VILLAGE AT UL# P522 COLLEGE --% /4' GYP -GREY= ON /4' T46 PLYWOOD OR 5B DECK LOOR TRL65M 0 24' OZ. UNFACED FIBERGLASS IATT INSULATION 6-1 RESILIENT CHANIqELS :T 12' O.G. /8' TYPE 'G' GYP. BD. L# L514 1 1/2' LT. WT. CONCRETE ON 15# FELT ON 3/4' Td 6 PLYWOOD OR 0513 DECK FLOOR TRUSSES 0 24' O.G. 6' UNFACED FIBERGLASS BATT INSULATION RC-1 RESILIENT CHANNELS AT 12' O.G. 5/8' TYPE 'G' GYP. BD. U-# L514 FRING SHOM CLARI NE YER EACH SIDE CEILING SHOHN FOR CA-ARITY DOUBLE TOP PLATE fw-=C�.—FIBM CEMENT SIDING 1/160 OW SHEATHING FOR CLARITY N-4 UL# BATT CEILING 5F101^W FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o I6' O.G. MAX. SPACING TO �161NEER TURAL 1/I6' OSB CORRIDOR SIDE 5/8' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE - BATT INSULATION —� F� GLA�T�rlTlox UL# U344 CAIY CEILING 51i01^W FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o 162 O.G. MANUFACTURED STONE VENEER 50RATC4 GOAT ON METAL LATH WEATHER BARRIER 1/16' OSB SHEATHING BATT INSULATION 5/8' TYPE W GYP. BD. FLOOR 07-eYVN CONDITION SHO N-5 O BE PER ECTION ASSEMBLY KEY STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEYV SET 03/15/10 ISSUED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com�wcw 110 All cl d► 4916 g 1,�� og �q,�► JOHN O'BRIEN -ARCHITECT REGISTRATION N0.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTEDI" Ell SHEET NO. WALL SECTIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN BALCONY PER STRUCTURAL ENGINEER VINYL FRAME LOW E 61.AZIN6 5 LTURED MARBLE MDF BASE TRIM PIER STRUCTURAL EN61NEER VINYL FRAME LOW E 6 -AZING CULTURED MARBLE SILL MDF BASE TRIM ENFIER61� VINYL FRAME LOW E 6 -AZINS CULTURED MARBLE SILL MDF BASE TRIM ENTRY SECTION WALL AT MANUFACTURED STONE 01 BUILDING TYPE I - EXT. WALL SECTION 02 BUILDING TYPE III - EXT. WALL SECTION SGALB 5/4' = 1'-0" 50ALE: 5/4" = 1'-0" PER STRUCTURAL_ ENGINEER VINYL FRAME LOW E GLAZING SILL MARBLE MDF BASE TRIM PER STRUCTURAL ENGINEER VINYL FRAME LOW E GLAZING CULTURED MARBLE SILL MDF BASE TRIM � 1� VINYL FRAME LOW E &LAZING ROOFING MATERIAL INSTALLED PER MANUFACTURERS INSTRUCTIONS ON 15# FELT ON PLYWOOD OR OSB DECK ROOF TRUSSES o24' O.C. R 30 INSUL COMBINATION OF BATT AND BLOWN INSULATION 000 RC -I RESILIENT CHANNELS 0 12' OTC. RG-1 FG-1 FG-2 5/62 TYPE 'C' 6YP. BD. UL# P522 3/40 GYP�RETE ON 5/4' T36 PLYWOOD OR 055 DECK FLOOR TRU55ES o 24' O.G. 6' UNPAGED FIBERGLASS BATT INSULATION RC -I RESILIENT CHANNELS AT 12' O.G. 5/8' TYPE YV GYP. BD. UL# L574 I I/2' LT. WT. CONCRETE ON 15# FELT ON 3/4' T46 PLYWOOD OR OSB DECK FLOOR TRUSSES o 24' O.G. 6' UNFAC.ED FIBER6LA55 BATT INSULATION RC -I RESILIENT CHANNELS AT 12' O.G. 5/8' TYPE 'C' 6YP. BD. UL# L5?4 CEILINry FOR CLARIIT`fY T DOUBLE TOP PLATE 2X4 P4000 STUDS AT 240 O.G. MAX. ROWS TO BE STA66ERED STUD SPACING PER STRUCTURAL ENGINEER 5/8' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE GATT INC�ULATION BOTH ROWS FLOOR CONDITION SHOWN FOR CLARITY UL# U341 FOR GLARIS HOM RY DOUBLE TOP PLATE 2X4 WOOD STUDS o 16' O.C. MAX. SPACING TO BE PER STRUCTURAL_ ENGINEER 5/8' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE BATT INSULATION _2 FLOOR CONDITION SHOWN FOR CLARITY UL# U305 FORCLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o 16' O.G. MAX. SPACING TO BE PER STRUCTURAL ENGINEER IA60 0513 CORRIDOR SIDE 5/8' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE BATT INSULATION FLOOR CONDITION SHOWN FOR CLARITY UL# U544 FORCSHOM CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o 16' O.G. FIBER CIS -ENT SIDING WEATHM BARRIER -1/16' 0513 SHEATHING BAIT INSULATION 5/8' TYPE 'X' GYP. BD. FLOM N-4 FCLARIYITION 5FIOY�I UL# U356 CEILING SHOM FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS 0 16' O.G. MANUFACTURED STONE VENEER SCRATCH GOAT ON METAL LATH HEATHER BARRIER MDF BASE TRIM 1/I6' OSB SHEATHING BATT INSULATION 5/8' TYPE 'X' GYP. BD. w,.FLooRc,oNDrnoN5HOHN FOR CLARITY N-5 UL# U356 WALL AT MANUF. STONE TWO 03 BUILDING TYPE III - EXT. WALL SECTION 5GALE: 5/4" = 1'-0' ASSEMBLY KEY �z% Campus AK J��%"% Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEK 5ET 03/15/10 155L ED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com �i l% x y �p 4916 g JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. Lj6 WALL SECTIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 12 Kukir LLMVIMN 11k 1 31 INAIJ11N U 3EAM Ol BUILDING TYPE III - EXT. WALL SECTION SCALE: 3/4' = 1'-0' 2 1 L 7" 11 11-1 41 � 1 /4" —6 1/4' ' 1 2 1 BALCONY Y SECTION 02 BUILDING TYPE III - EXT. WALL SECTION SGAL.E: 3/4' = 1'-0' i1� RG-1 FG-1 FG-2 N-2 N-3 Pq-4 N-5 ROOFING MATERIAL INSTALLED PER MANUFACTURERS INSTRUCTIONS ON 15# FELT ON PLYWOOD OR 0513 DECK ROOF TRUSSES o24' O.G. R-30 INSUL COMBINATION OF BATT AND BLOWN INSULATION RC -I RESILIENT CHANNELS O 12' O.G. 5/6' TYPE 'C' GYP. W. UL# P522 3/4' GYP-CRETE ON 5/4' Ti 6 PLYWOOD OR OSB DECK FLOOR TRUSSES o 24. O.G. 6' UNFACED FIBERGLASS BATT INSULATION RC -I RESILIENT CHANNELS AT 12' O.C. 5/8' TYPE 'G' GYP. BD. U_# L S-74 1 1/2' LT. WT. CONCRETE ON 15# FELT ON 5/4' Td 6 PLYWOOD OR OSB DECK FLOOR TRUSSES O 24' O.G. 6' UNFACED FIBERGLASS BATT INSULATION RC -I RESILIENT CHANNELS AT 12' O.G. 5/8' TYPE Y" GYP. BD. U_# L5-14 CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X4 WOOD STUDS AT 24' O.G. MAX. ROWS TO BE STAGGERED STUD SPACING PER STRUCTURAL ENGINEER 5/8' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE BATT INSULATION BOTH ROWS FLOOR CONDITION SHOWN FOR CLARITY UL# U341 CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X4 WOOD STUDS o I b' O.G. MAX. SPACING TO BE PER ENGINEER STRUCTURAL 5/8' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE BATT INSULATION FLOOR CONDITION SHOWN FOR CLARITY x CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o I6' O.C. MAX. SPACING TO BE ENNC71P� I_ IURA -1/I6. 0513 CORRIDOR SIDE 5/8' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE BAIT INSULATION FLOOC -ARITY ON SHOWN FOR UL# U344 CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o 168 O.G. FIBER CEMENT SIDING WEATHER BARRIER 1/I6' OSB SHEATHING BATT INSULATION 5/8' TYPE 'X' 6YP. BD. FLOOR SHOWN FOR U_# U356 CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o 16' O.G. MANUFACTURED STONE VENEER SCRATCH COAT ON METAL LATH WEATHER BARRIER 71/I6' 0513 SHEATHING BATT INSULATION 5/8' TYPE 'X' GYP. BD. FLOOC -ARITY ON SFIOWN FOR UL# U356 ASSEMBLY KEY ...%y. �v s s.s. ii. y • s o .y . s.. Campus %Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 5096 REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com � 'A H d► 4916 g 46mdw� JOHN O'BRIEN -ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. Lj 7 WALL SECTIONS r COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 12 8F-,,, D21/0 SUM. PER STRUCTURAL ENGINEER D21 /07 SUM. ALUMINUM FRAME LOW E 6LAZING CULTURED MARBLE SILL MVP BASE TRIM 12 DETERMINE ROOF 000 OVERHANG 8 CONDITION 1'-4" D21106 D21/10 N-4 PER STRUCTURAL ENGINEER 2X8 BAND BOARD ALUMINUM FRAME LOW E GLAZING CULTURED MARBLE SILL MVP BASE TRIM PER STRUCTURAL ENGINEER 2X4 BAND BOARD rwjju �;' WLTURED MARBLE SILL MOF BASE TRIM RG-1 FG-1 FG-2 ROOFING MATERIAL INSTALLED PER MANUFACTURERS INSTRUCTIONS ON 15# FELT ON PLYWOOD OR OSB DECK ROOF TRUSSES o24' O.G. R 30 INSUL COMBINATION OF BATT AND BLOWN INSULATION RC -I RE5ILIENT CHANNELS 01200.0. 5/8' TYPE 'G' GYP. BD. UL# P522 3/4' GYP-GRETE ON 5/4' T46 PLY 400D OR OSB DECK FLOOR TRUSSES 0 24' O.C. 6' UNFACED FIBERGLASS BATT INSULATION RC -I RESILIENT CHANNELS AT 12' O.C. 5/8' TYPE 'C' GYP. BD. UL# 1.5714 1 1/20 LT. WT. CONCRETE ON 15# FELT ON 5/4' Td 6 PLYWOOD OR OSB DECK FLOOR TRUSSES o 24' O.G. 6' UNFACED FIBEiRGLASS BATT INSULATION RCGI RESILIENT CHANNELS AT 120 O.G. 5/8' TYPE V GYP. BD. UL# 1.514 CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X4 WOOD STUDS AT 4. . 240 OZ. E MA ROHS TO BE STUD SPAI PER 12 0 STRUCTURAL EN61NEM 8 5/8' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE D21 /03 I I I — GATT INSULATION BOTH ROWS o t\ - ll`` V I - FLOOR CONDITION 11 SHOWN FOR CLARITY J.� PER STRUCTURAL PER STRUCTURAL # EPER STRUCTURA N61NEM L I ENGINEER EN61NE� UL U341 I j I j D21 /09 57- - - - - _ GEILIN6 SHOWN ALUMINUM FRAMEALUMINUM FRAME ALUMINUM FRAME FOR CLARITY LOW E 6LAZIN6 LOW E 6LAZ LOW E 6LAZINCY DOUBLE TOP PLATE 2X4 WOOD STUDS o I6' 'o O.G. MAX. SPACING TO BE PER STRUCTURAL ENGINEER 5/8' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE :-It—BATT INSULATION N-2 F�GL RNDIIT10N SHWN O ITY rn UL# U305 I _ r _ MARBLE SILL � MARBLE C SILL MARBLE i _ -----------------------.' SILL CEILING SHOWN N-4 IN-4 FOR CLARITY —L - DOUBLE TOP PLATE 2X6 WDOD STUDS o 160 D21/02 D21/02 O.G. MAX. SPACING TO SUM. �IP� STRUCTURAL MDF BASE TRIM MDF BASE TRIM MDF BASE TRIM '7/I6' OSB CORRIDOR SIDE 12 5/8' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE 3 BATT INSULATION FLOOR CONDITION SHOWN 6 TRUSS OR —� FOR CLARITY BEAM U-# L644 N-5 o�11SHOHN �Co 0 -------- -----=------------- 1 DOUBLE TOP PLATE PER.5Tf�t1GTURAL PER STRUCTURAL 2X6 WOOD STUDS o Ib' O ` i O.C. ENGINEER ENGINEER FIBER CEMENT SIDING WEATHER BARRIER ?/Ib' OSB SHEATHING =� D D21/03 - - - - ALUMINUM FRAME BAIT INSULATION SUM. LOW E 6LAZIN6 ' 5/8' TYPE 'X' GYP. BD. DINSULATED STEEL DOOR WCONDITION SHOWN� CLARITY =U C000 N-4 UL# U856 CV N CEILING SHOM FOR CLARITY N N DOUBLE TOP PLATE 2X6 WOOD STUDS o 160 O.G. oO r- CULTURED MARBLE r_ MANUFACTURED STONE Y51EER SILL 501RATCH GOAT ON METAL LATH o HEATHER BARRIER 1/I6' 05B SHEATHING ��� BATT INSULATION -- -- ---- D22/05 5/8' TYPE 'X' GYP. BD. D21IO2 -- Y Y I ^ I -5 FLOOR CONDITION SHOWN Co MDF BASE TRIM --- FOR CLARITY - -- U L# U356 ENTRY SE 01 B SCALE: 3/4' = I'-0' CTION UILDING TYPE III - EXT. WALL SECTION D21 /01 WALL AT MANUF . STONE 02 BUILDING TYPE IV - EXT. WALL SECTION Ll \ 11\ 1 IJ1JtJ 1 1VA- \ \JLl \ 11J1\ V/1 03 BUILDING TYPE IV - EXT. WALL SECTION SCALE: 3/4' = I'-0' ASSEMBLY KEY I" y y:..V 3 % 7 - 5"% G4st0. L y..1.y. Campus '4 y y s 'v Village ////ice, �- � Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE W% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com a ' cl 'erg 4•{ � r�r,� A4 0 'A n H �p 4916 g ��� OF 46A� JOHN O'BRIEN -ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. WALL SECTIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O13RIEN 12 a D21 /03 D21/02 D21 /02 SUM. D22/05 d -4 -4 N-5 ro I i� FIER STRUCTURAL EN61NEE-R ALUMINUM FRAME LOW E GLAZING CULTURED MARBLE SILL MDF BASE TRIM � 1� TURAL ALUMINUM FRAME LOW E 6LAZIN6 MOF BASE TRIM PER STRUCTURAL ENGINEER INSULATED STEEL DOOR WITH HOLLOW METAL FRAME ENTRY SECTION END PORTION Ol BUILDING TYPE IV - EXT. WALL SECTION 50ALE: 5/4" = I'-0' PER E161N R TIJRAL 2XB BAND BOARD ALUMINUM FRAME LOW E Gi AZIN6 CULTURED MARBLE SILL ff Jr! A W,4ktT7iw EN�61� T1fiiAL MDF BASE TRIM :ER STRUCTURAL 3461NE R NLUMINUM FRAME AW E 6LAZIN6 TDF BASE TRUM WALL AT MANUF. STONE 02 BUILDING TYPE IV - EXT. WALL SGALE: 3/4' = I'-0' SECTION FG-1 FG-2 rat— i N-2 W-3 ROOFING MATERIAL INSTALLED PER MANUFACTURERS INSTRUCTIONS ON 15# FELT ON PLYWOOD OR OSB DECK ROOF TRL65M o24' O.G. R 30 INSUL COMBINATION OF BATT AND BLOM INSULATION RC -I RESILIENT CHANNELS 0 12. O.G. 5/8' TYPE 'G' GYP. BD. UL# P522 3/40 GYP-GRETE ON 5/4' T46 PLYWOOD OR 0513 PECK FLOOR TRUSSES o 24' O.G. 6' UNFACED FIBERGLASS BAIT INSULATION RC -I RESILIENT CHANNELS AT 12' O.G. 5/8' TYPE 'C' GYP. BD. UL# L514 1 1/2' LT. NT. CONCRETE ON 15# FELT ON 5/4' TS 6 PLYWOOD OR OSB DECK FLOOR TRUSSES o 24' O.G. 6' UNPAGED FIBERGLASS BATT INSULATION RC -I RESILIENT CHANNELS AT 12' O.G. 5/8' TYPE 'G' GYP. BD. UL# L514 FOR' Rom''` DOUBLE TOP PLATE 2X4 WOOD STUDS AT 240 O.G. MAX. ROWS TO BE STA66ERED STUD SPACING PER STRUCTURAL ENGINEER 5/8' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE GATT INSULATION BOTH ROWS FLOOR CONDITION SHOWN FOR CLARITY UL# U341 OR CA-ARJTY DOUBLE TOP PLATE 2X4 WOOD STUDS o 16' O.G. MAX. SPACING TO BE PER STRUCTURAL_ ENGINEER 5/8' TYPE 'X' GYP. BD. ONE LAYER EACH SIDE •BATT INSULATION FLOOR CONDITION SHOWN FOR CLARITY UL# U305 GEILIN6 SHOWN FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o 16' O.G. MAX. SPACING TO BE PER STRUCTURAL ENGINEER 1/16' 0513 CORRIDOR SIDE 5/80 TYPE 'X' GYP. BD. ONE LAYER EACH SIDE BATT INSULATION FLOOR CONDITION SHOWN FOR CLARITY UL# U344 CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o 16' O.G. FIBER CEMENT SIDING WEATHER BARRIER 1/16' 0513 SHEATHING BAIT INSULATION 5/8' TYPE 'X' GYP. BD. FLOOR CONDITION SHOWN FOR CLARITY N-4 N-5 CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o 16. O.G. MANUFACTURED STONE VENEER SCRATCH COAT ON METAL LATH WEATHER BARRIER 1/16' 0513 SHEATHING BATT INSULATION 5/8' TYPE 'X' GYP. BD. FLOORFOR CLAFJTTMITION SFIOWN UL# U356 ASSEMBLY KEY Campus %� $ " �' '� %2 y ���% Vi I I age Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com VA 04 ~ � y d► 4916 9 OF 1�6mdw� JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. 9 WALL SECTIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN D21 /07 SUM. D21 /06 D21/10 D21 /09 D21/10 12 �Ir I L.,l� I ( RII �.....:..�,,�.j . iiR NI I" i l I l ilti `I I IIII;... IIII I .. I ..:.:.:..:: 1 IIII I ....III :::{in;'a IIII RII s, I '.i IIII till oil I 3iR ,:::n..! b.: :::::;-:...:::..;:::�;::.;:.: RII , I > IIII is=: •<:I :;:.;.. il.11l... I IIII r�` I j RII I RII.......: :...``.:;:cr:::;;::" I IIII pll I RII ; Hit RII I s;.:: •.:.:.,,.,..... kq-4 i v kq-4 -4 i U- N-5 SHINGLE STYLE FIBER- CEMNT SIDING. PER STRUCTURAL ENGINI�R 2X8 BAND BOARD ALUMINUM FRAME LOW E GLAZING CULTURED MARBLE SILL MDF BASE TRIM EN�61TURAL ALUMINUM FRAME LOW E 6LAZIN6 CULTURED MARBLE SILL MVF BASE TRIM PER STRUCTURAL ENGINEER INSULATED STEEL DOOR W/ LOWS INSULATED 6LAZIN6 IN HOLLOW METAL FRAM 0�.; ffll "m IN IN 1 . 11;— CULTURED MARBLE SILL MDF BASE TRIM FIBER-013-1ENT SIDING WITH IX2 VERTICAL BATTENS AT 160 O.G. PER ENGIN T- ALUMINUM FRAME LOW E 6LAZIN6 MDF BASE TRIM PER STRUCTURAL ENGINEER INSULATED STEEL. DOOR YV/ LAVE INSULATED &LAZING IN HOLLOW METAL FRAME ROOFING MATERIAL INSTALLED PER MANUFACTURERS INSTRUCTIONS ON 15# FELT ON PLYWOOD OR OSB DECK ROOF TRUSSES 024' O.G. R 30 INSUL COMBINATION OF BATT AND BLOWN INSULATION 000 RC -I RESILIENT CHANNELS 0 12' O.G. FG-1 FG-2 w-i W-2 W-3 5/80 TYPE 'C' GYP. W. UL# P522 5/48 GYP-CRETE ON 5/4" T46 PLYWOOD OR 055 DECK FLOOR TRUSSES o 24' O.G. b' UNFACED FIBERGLASS BATT INSULATION RC -I RESILIENT CHANNELS AT 120 O.C. 5/80 TYPE 'G' GYP. BD. UL# L5'14 1 1/20 LT. WT. CONCRETE ON 15# FELT ON 5/40 T46 PLYWOOD OR OSB DECK FLOOR TRUSSES o 240 O.G. b" LWAGED FIBERGLASS BAIT INSULATION RC -I RESILIENT C IAN ELS AT 12' O.G. 5/80 TYPE YV GYP. BD. UL# L514 CEINS FOR CLARITY DOUBLE TOP PLATE 2X4 WOOD STUDS AT 24' O.G. MAX. ROWS TO BE STAGGERED STUD SPACING PER STRUCTURAL ENGINEER 5/80 TYPE 'X' GYP. BD. ONE LAYER EACH SIDE BATT INSULATION BOTH ROW5 FLOOR CONDITION SHOWN FOR CLARITY U-# U341 FOR G�SHFJTrVI1V DOUBLE TOP PLATE 2X4 WOOD STUDS o 160 O.G. MAX. SPACING TO BE PER ENGINEER 5/60 TYPE 'X' GYP. BD. ONE LAYER EACH SIDE BATT INSULATION FLOOR CONDITION SHOWN FOR CLARITY UL# 1.005 GEILIN6 SHOWN FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o 160 O.C. MAX. SPACING TO BE PER ENGINEER STRUCTURAL -1/I6' OSB CORRIDOR SIDE 5/80 TYPE 'XI GYP. BD. ONE LAYER EACH SIDE BATT INSULATION UL# U344 CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o I6' O.G. FIBER CEMENT SIDING WEATHER BARRIER 1/I6" 058 SI-EATHI% BAIT INSULATION 5/8' TYPE 'X GYP. BD. FLOORFOR CLARJTTMITION SFOWN I N-4 UL# U356 CEILING SHOM FOR CLARITY DOUBLE TOP PLATE 2X6 WOOD STUDS o I6' O.C. MANUFACTURED STONE VENEER SCRATCH COAT ON METAL LATH WEATHER BARRIER 1/I6' O5B SHEATHING BATT INSULATION 5/8' TYPE 'X' GYP. BD. FFLOR OOR-ARITY ON SHOWW N-5 UL# U356 ASSEMBLY KEY 4 MCampus 2 y %i p �% y A/ A� Village i,, . Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/I5/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com SHEET NO. REAR PATIO END PORTION Ol BUILDING TYPE IV - EXT. WAL 50AL.E: 3/4' = 1'-0" L SECTION REAR PATIO CENTER PORTION 02 BUILDING TYPE IV - EXT. WALL 5GAL.E: 5/4' = 1'-0" SECTION WALL SECTIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 0/2' GYP. BD. E ROOF PLAN FOR )CATIONS ' GYP. BD. rAT 10'-0' U5 AT ALL BASE )ETHTEN ALL !' GYP. ED. IN6 AT 10'-0' VALS AT ALL JD WALLS BASE D. DRAFTSTOP 3ETWEEN ALL P GYP. BD. 'IN6 AT 10'-0' MALS, AT ALL LID MALLS BASE PARTY WALL TRUSSES PARALLEL T Ol INTERIOR WALL SECTION SCALE: 3/4' = 1'-0" 0/20 GYP. BD. E ROOF PLAN FOR )CATIONS ' GYP. BD. N6 AT 10'-0' 1/AL5 AT ALL V KALLS BASE 3ETNIEEN ALL ' GYP. BD. ING AT 10'-0' VALS AT ALL WALLS BASE D. DRAFTSTOP 3FTWEEN ALL t' GYP. W. IN6 AT 10'-0' LID YVAL.LS 0 WALL PARTY WALL TRUSSES PERP . TO WAL 02 INTERIOR WALL SECTION SCALE: 3/4" = 1'-0' N-5 OF 0/2' GYP. BD. SEE ROOF PLAN FOR LOCATIONS 3 1/4' MDF BASE 1/2' GYP. BD. DRAFTSTOP REWIRED BETMEN ALL UNITS TRUSS HANGERS AS REWIRED 3 I/4' MDF BASE L CORRIDOR WALL CONDITION 03 INTERIOR WALL SECTION SCALE: 3/4" = 1'-0' INTERIOR BEARING WALL 04 INTERIOR WALL SECTION SCALE: 3/4' = 1'-0' TTSTOP AT AAU ROOFING MATERIAL INSTALLED PER MAMJFAGTUREIZS INSTRUCTIONS ON 15# FELT ON PLYWOOD OR 055 1 ROOF TRU55E-5 o24' O.G. R-30 BATT INSULATION 00 zx�; RC-1 RE5ILIENT C V4440_5 o 122 O.G. RG- FG-1 FG-2 5/8' TYPE 'C' GYP. BD. UL# P522 3/4' GYP-GRETE ON 5/40 7`46 PLYWOOD OR 055 DECK FLOOR TRUSSES, 0 24' O.G. 6' UNFACAW FIBER&LAS5 BATT INSULATION RC -I RESILIENT CHANNELS AT 120 O.G. 5/80 TYPE 'C' GYP. BD. UL# Ll"5 4 2 I/2' LT. WT. CONCRETE ON 15# FELT ON 5/4' 7`46 PLYWOOD OR OSB DECK FLOOR TRUSSES 0 240 O.G. 6' UNFAC4W FIBERGLASS BAIT INSULATION RC -I RESILIENT CHANNELS AT 12' O.G. 5/8' TYPE 'C' GYP. BD. UL# 1-674 CEILING SHOM FOR CLARITY �• •- -w. .►�v� .: ►-�►�'2X4 HOOD STUDS AT ►�/ O.C.240 ROM TO BE STA66ERED STUD SPACINS PER ��I�►�'STRUCTURAL� - IX .I - W 4SYP. 30 ONE LAYER EACH SIM BATT INSULATION BOTH ROHS OO- CONDITION 5HOYqN FOR • 1 FOR CLARITY DOUBLE TOP PLATE �-2X4 HOOD O.C.- TO I� ENISINEER 1 _ - ED. ONE LAYER EACA4 SIDE INSULATION N-2 • r- CONDITION SHOM ♦ CLARITY - CEILING SHOWN FOR CLARITY 2X4 PMV STUDS o 16' ND O.C. MAX. SPACING TO :75TALL OP STRUCTURAL AT �PER 1 IA60 055 CORRIDOR 51M 5/82 TYPE 'X' GYP. BD. ONE LAYER EACH SIDE BATT INSULATION FLOOR CONDITION SHOWN FOR CLARITY UL# U_R" CEILING SHOWN FOR CLARITY DOUBLE TOP PLATE 2X4 WOOD STUDS o 16' O.G. FIBER CEMENT 510ING WEATHER BARRIER 1/16' OSB SHEATHING BAIT IN�.�tJLATION 5/8' TYPE 'X' GYP. BD. FLOOR FOR CLARITY FOR, SHOWN —4 UL# U356 • FOR CLAFJTY X00y, DOUBLE TOP PLATE 2X4 HOOD STUDS e 168 O.C. MANUFACTURED STONE VENEER - • HEATHER - j- iAl • - f�.. BATT _ ►_� rim ► �_ -130. FOR CLARITY UL# ASSEMBLY' KEY y. r , r i •, Campus %ram �� �///�% Village . 4 Communities CAMPUS VILLAGE AT . COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REMEN SET 03/15/10 155LED FOR PERMIT C4/15/10 I 0' B R I E N i 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com I ►. vA n all y >ft yt �p 4916 g or f JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED i SHEET NO. D 11 INTERIOR WALL SECTIONS COPYRIGHT02010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN I11 0 3 1/2' 11 SIDE VIEW SCALE: 3' = 1'-0" 10 FRONT VIEW SCALE: 3' = 1'-0" 1/2" 1/2" 1/4' I DECORATIVE CORBEL 09 CEMENTIOUS SIDING TRANSITION SCALE: 3' = 1'-0' 2'-0 1/2" 6I"[ 1 1 FRONT VIEW 50AL.E: 3" = 1'-0" 07 LOOKOUT 5CALE: 3" = 1'-0" 06 CAPITAL SCALE: 3' = 1'-0' KEY NOTES: OI 2x4 FRAMING O2 2x6 FRAMING O3 2x8 FRAMING O4 2x10 FRAMING O5 2x12 FRAMING O6 2x4 NOM REAL TRIM O2x6 NOM REAL TRIM O8 2x8 NOM REAL TRIM Oq 2x10 NOM REAL TRIM 10 2x12 NOM REAL TRIM II WOOD BEAM 411xll" 12 WOOD BRACKET 2x8 13 WOOD GORBELL 14 WOOD TRU55 15 3/4" PLYWOOD 16 5/8" TYPE G GYP SOFFIT BOARD I? UI6 OSB IS R-Iq INSULATION Iq WEATHER BARRIER 20 MEMBRANE FLASHING 21 R-301N5ULATION 22 HARDIPLANK SIDING 23 CONCRETE DECK 24 GALVANIZED STEEL BRACKET (REF. STRUCTURAL) 25 METAL FLASHING WITH CLEATS 26 GALVANIZED METAL RAIUN65 27 STONE #I -REF. SPECS 28 STONE #2 -REF. SPECS 29 CULTURED STONE SILL OSPACER 31 VINYL WINDOW -REF SPFGS 32 STANDING SEAM METAL ROOF 33 5/8" TYPE GYP BOARD ORESILIENT CHANNELS 35 BASE AS SCHEDULED 36 ALUMINUM T-BAR 3i DRAIN MAT 38 3/4" 6YPGRETE OACOUSTIC MAT AT ALL NON-GARPETE AREAS ON LEVELS 2 b 3 ONLY O3/4" SHIPLAP WOOD COMPOSITE DEC (APPEARANCE GRADE) 2'-2 1/2 SEE ELEVATION FOR 5PEG 04 SCONCE 50AL.E: 3" = 1'-0' 03 CAPITAL SCALE: 3" = 1'-0" 02 COLUMN SCALE- 3' = 1'-0" i i.. ' may,, -,f. Campus A/4, ° Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155L ED FOR PERMIT 04/15/10 B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com 0 1 o n all y d► 4W g A,�rB OF 46mcow JOHN O'BRIEN -ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. t IAWA* 05 BALCONY/BASE SCALE: 3' = 1'-0" 01 BASE SCALE: 3' = 1'-0" COPYRIGHT©2010OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O BRIEN IX' 08 BALCONY SILL SCALE: 3' = 1'-0" 07 DOORSILL SCALE: 3' = V-0" PAINTED STEEL AM 6LA55 DOOR IN STEEL FRAME 06 HEAD 5CAIXE: 5' = V-0, 04 HEAD SCALE: 3' = V-V 03 SILL SCALE: 3" = l'-0, 02 HEAD SCALE- 3' = 1'-0" e, Campus A Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10, 155LED FOR PERMIT 04/15/10 0 ) B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com �wcw JOHN O'BRIEN -ARCHITECT REGISTRATION NO. 4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. DETAILS COPYRIGHT @ 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 09 SILL SCALE: 3"= 1--0' 05 SILL SCALE: 5' = V-0' 01 SILL SCALE: 5' = V-V - - N. �� - EL = 114 -0 1 /2 AFF EL - 114 0 1/2 AFF ; ::: 12 T.O. ROOF 12 t T.O. ROOFi�i; y ; # z i , a a k ,� ,„ t l YERHA G TYP. 2 -0 VERHA G TYP. 5.? 3 > 3 5g i t t ./ � � ✓ / ✓ /. / O 2 c r { i i 2 t i i i � { , 1 z i ? i i i i i i i s a y.: y _ 3 / 1 / Y / 5 — — — 5 s /r k i > i 3 ? i i { i < i yi T- 4" AFF EL = 10T-8 3/4" AFF EL = 10T-8 3/4" AFF EL 10 8 3/ - �_ /;,,ll .. B.O. SOFFIT B.O. SOFFIT / lll,, , ,!� , Campus B.O. SOFFIT _........ _..._..... _........_ ___...__....___ _ ___......__....._.......-.... ........ ./,,/ ,/ / // / r............................................. ...................E � € � .......... ::.�::::::::: �>:::.....................................::,;.::...........................................................................................................................................................:.: ; �%ram ,,. ,c�/// i ..................... ...... . Village €:...................... ::.... E s .. ..„........................................... Communities a c�::GEMENTITIOUS SIDING WITH 4 ::.::VENDIN6..< is a .. -- - ...-.................. II OPEN €. _ OPEN ::.: . _ - EXPOSURE ON WF�TI-ERPROOF MACHINES = ----- ... CAMPUS �. .:... .....; MEMBRANE ON osB - .. E E :.......................................... ..................................................... .................................................................................... ........................VILLAGEAT ................................................................................................................................................................................. ;. ,,E _. .._..._._... - - .._ _..-- {E EL = 100'-o" _..-... - . EL = 100'-0" _ - COLLEGE FINISH FLOOR FINISH FLOOR FINISH FLOOR STATION a COLLEGE STATION, 06 CABANA NORTH ELEVATION 03 CABANA EAST ELEVATION TEXAS 08 CABANA ELEVATION SCALE: 1/4' = 1'-0" SCALE: 1/4" = 1'-0' SCALP: 1/4' = 1'-0" A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG EL = 114'-0 1/2" AFF,` EL = 114'-0 1/2" AFF, NO. DESCRIPTION DATE 12 # # T.O. ROOF 12 r 50% REVIEW SET 03/15/10 6 - # T.O. ROOF F� { j � � � a € t ISSUED FOR PERMIT 04/I5/IO 2'-0" OYERHA G, TYP. 3 z # ; i { 2'-0" VERHA G, TYP. F a i y ; S `• i i i j jS i i 3? i t 3 i c EL = 107'-8 3/4" AFF EL = 107'-8 3/4" AFF EL = 107'-8 3/4" AFF B.O. SOFFIT B.O. SOFFIT B.O. SOFFIT .................... :.................................................................. i:..::..........................,................:.............:.:......:.......... b ...........,... .......... . i -........................................ ................. ........................................... i O- OPEN a _._ _.._ :............................................: <: OPEN _ :. ,.. _ ........ - - ......... ............. ..... ........, ......... ....................................... .............. ............ .......... :.....:::yyy:yyy:..::::.................. :.................:...:..<: _.................. ,� - - _ _.. _ - EL — 100 -0 EL — 100 0 EL 100 0 FINISH FLOOR FINISH FLOOR FINISH FLOOR DRINKING FOUNTAIN 07 CABANA ELEVATION 05 CABANA WEST ELEVATION 02 CABANA SOUTH ELEVATION SCALE: 1/4' = 1'-0" SCALE: 1/4' = 1'-0' SCALE: 1/4' = 1'-0' 06 KEY NOTES: LOCATION OF 18'-b° PLUMBING ACCESS O JAN1E5 HARDIE-PLANK LAP SIDING 8'-q' '-O 8'-q" PANEL FOR DRAIN WITH 4' EXPOSURE. PAINTED. DOOR AND SHUT OFF FOR GOLD O JAMBS HARDIE-BOARD AND BATTEN WFATHEI� SIDING. PAINTED. 1 r O 5YNnIETIG STONE #1 ry GEILM HT. SYNTHETIC STONE #2 f 16/1 2 g r I : r E .�.. CE 04/CB2 € € I € 05/CB2 SYNTHETIC STONE 51L U HEAD/ m » x........................_:.._ » » » ( I O WATERTABLE : „ REAL TRIM. PAINTED. nwrw.rwr.r.w..,:.»,,...,:...:n..:................:..».. C..w....w.»,,.w..,:.,:..,,:::....•..:....:.............:..::..»...r.:. I � I ASPHALT SFfING1.E5 WITH ' UNDERLAYMENT AS SPECIFIED. • ROOFING MATERIAL� I / m N -� I O SINGLE HUNG VINYL WINDOW, INSTALL ROOFIED PER - I v v m10 TOILET I 8 CLEAR LOW-E GLA-%. INSTAMANUFACTURERS I I p o 2 G.T. INSTRUCTIONS ON IS# »nk _ _.» ..w:.:....:....» n » :. :....:.:...:._...» » M a:. .. I ` F- — / \ I O PREFINISHED STANDING SEAM METAL FELT ON PLY 400D OR »:.,w _.» wrc »»w.» . r_.w _.v:.:m » _._._._kw..v.x. »» » »»»»»» ._.v� .,.vk:.»» ». n ._._._._..:..vv.,. I PTO I LGET i I i OSB DECK AWNING/ ROOF. 00 0o N N _ _ m 12 V� .»» »v ..:.» _ »» N v. :»» wnp x» » »» I \ \ — / \1 I 10 SHUTTEFZS A5 SPECIFIED. 2X4 NOM. ROOF TRUSS ® b _.. » I G.T. "' 1 O b" O.G. .�.»_..m.»»�..»»»�»»_MN.._....,..v:.......:............:.m...»»��..»»_.w:::::.... I 02/CB2 00 0 0 � 07/CB2 � I .».».-.»».w...._.�..:........:...............,.....:....,.,.�:n�..»_..».»»�:�»».»�:.»_..:.�....:..._..::....,:...mw��»,nn:».:�,,:k,w:.»�.:.... I � / I II WOOD COLUMN. PAINTED. 2'-0" Nm:m..,.....:.•,.............,:...»_ »»»» a_a..,....: » _ _.,...:::....:.....»_ »»»_ nn _ -.. �.» ....x.»..»,:r» nm.,. i ° I WOOD BRACKET/ BEAM AND TRIM KEYED LOCKS AND 12 A%EME)LY, PAINTED. . . THUMB LATCHES O PAINTED METAL FIANDRAIL -HOT N _.m.»,.r.::._•,... cam..»:..., _»w ,._.._._::.N.v:::.: .. »» k._n »» »� ..: �»»» _. k. k k» .m. i i 13 DIPPED GALVANIZED. I 08 09 I 6" PREFIN151 ED ALUMINUM GUTTER/ ' _ I VENDING MACHINES 14 DOWNSPOUT. SPILLS TO GRADE ON RC -I RESILIENT CHANNEL' rR .�»».`.Y.p....:.^Y..:.:.: Y. h.:NY.F._ » _»».,mvrck».:n » _ mn »vk �sv.. r.Y. I 8 3/ " 8'-O" SPLASH BLOCK. 0 B R I E N - --- - 01 TRIM0 12' O.G.»........................:.......,.::._.,:n .»� k: ��__,_.......:...,_:. w w n_.,,»» ..............,...:.»»_._._..,_...:.....................:._:.... I5 DOOR AS . ILL RD. EXTERIOR GRADE 5/ 80 '•'"`"-��rc��'.»nnr.,._,»».k�Mwn.»..�.»:.w.�.._....:_.�:.»,».�.•,n:.r.r:.»�.�.,,...,�,.._n.r.._._.»_.vvv.v.,..�»�...,,._:.�.�..�»»»_nm»» I DECORATIVE LIGHT FIXTURE - wALL 53 HARVEST H HEADER WITH GYP 50. ..v, _ rcrcrcrcrc »»» rc v v � I I M Ib SCONCE SUITE 136 CONTINUOUS, _k..»�._._._._._._. _._.v._..» ....,...............:.::n .. CD I I DALLAS, TEXAS 75230 SPACERSk_._ ..:.........»...:....._.,,_._rc� rc _k: �v. w »» »wnk�� �.mv »_.»»»»» n » »_ k.,.vv.v.v�,»_rr ._ o i I 972 .788 . 1010 ..:..........:.....:...:.����:�:»,:._.wk.»»»»•.r.»»�.,::�,,,.:w»»..k..:k.»»n:.:�.vvv..:.h»�,w��»»�»_.,�,..»_.._:..:..w..vkv....:::::.,.r.,,,��� I I� EXHAUST GRILV ROOF VENT www.obrienarch.com I 18 CONTINUOUS RIDGE VENT, SEE ROOF PLAN. a'-0 1/2" a'-51/2" I 1a CONCRETE STOOP LOUVER/ CLOSED BACK �4,4$D ,mac, »» » » »» h . h» - B VA Q I I 21 IL SKYLIGHT - A5 SCHEDULED - ALMAYS PICNIC TABLES N.I.G. OCLURS FAGIN67 FORTH GONGRETE STEPS SEE SECTIONS 4916 OF v..::............»..., .:.r. I f f 61121 JAWS HAROI-PLANK 5TAG613ZED- ` { I I © EDGE NOTCHED PANEL SIDING. 46A ew 0 0 3 € t 1 € r ( I JOHN O'BRIEN - ARCHITECT x { { t € x 1 € t € L------------------------ J 1 � r REGISTRATION N0.4916 IS'-01/2' DATE: JOB: SCALE: 20'-b" 04.15.10 29093 114" = V=0" Q SHEET NO. 02 I i 03 MAIL KIOSK FRONT ELEVATION 04 CABANA ROOF PLAN 01 CABANA FLOOR PLAN CABANA PLAN SCALE: 3/4' = I'-0" SCALE: I/4' = I'-0" SCALE: I/4" = I'-0" AND ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBBRIEN 1771-le)" -00 03 COMUNITY CENTER ROOF PLAN SCALE: I/W= 1'-0" -------- -- - - -- - -- - - -- ----------- - - - - - - - -w-, ---------- F1 CC6/02 L. INN © , r� �•,= r L • IF 41" Is In 0 1111 © O rill 4� 1-4 I b -1 In _j L 02 COMUNITY CENTER 2ND FLOOR PLAN SCALE: 1/&"= 1--0" 01 COMUNITY CENTER SCALE: IV= V-0' I ST FLOOR PLAN is r O(A/k/dA C a m p u s IF Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEN515T 03/15/10 ISSUED FOR PERMIT 04/15/10 0 'B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972 . 788. 1010 www.obrienarch.com $fiD �~gam � �'�r� 'A 49H OF JOHN O'BRIEN -ARCHITECT REGISTRATION NO. 4916 DATE: JOB: SCALE: 04.15.10 29093 1/8"= V=0" SHEET NO. t00% t00% COMMUNITY CENTER PLANS COPYRIGHT@2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN I 5/8' GYP. W. PAINTED (2) WO GA METAL STUDS MELDED BOX BEAM _ 5/8' F.G. GYP. BD. ON 4" X 20 6A CH STUDS 0 24" O.G. ALUMINUM STOREFRONT SYSTEM 04 BULKHEAD DETAIL SCALE: 3" = 1'-0' 5/8" M.R. GYP. BD. TYP. IN TOILETS PAINTED L16HT FIXTURE - REF: ELEGTRICAL­� 1 '1 1'-6" 1/2' SQUARE CHROME PARA-CUBE DIFFU5ER CHROME EDGE ANGLES - TYP. 03 LIGHT COVE DETAIL SCALE: 1 1/2' = 1'-0' LIGHTING LEGEND ® EXIT LIGHT (ARROW INDICATES DIRECTION OF TRAVEL CEILING HEIGHT TO BE 10'-O' UNLESS NOTED OTHERWISE ❑® 2' X 2' LAYIN FLUORESCENT LIGHT FIXTURE WITH CLEAR q CELL ALZAK DIFFUSER O CAN LIGHT FIXTURE, PROVIDE W.P. 0 HIGH INTENSITY DOMWLI6HT ® WALL WA5HER5 O DECORATIVE DROP PENDANT LI644T5 '—� 4' DOUBLE TUBE FLUORESCENT ACOUSTICAL CEILING TILE THROUGHOUT TO BE SIMILAR OR EQUAL TO ARMSTRON6 SECOND LOOK 'HONKEY TONK' BILLARD LAMP 2'-0" X 3'-6' ACCESS DOOR ALL DOWNLI61-IT5 IN GONFERENGE ROOMS SHALL BE CONTROLLED BY DIMMERS 02 COMUNITY CENTER 2ND FLOOR RCP PLAN NORTH scue. ve., r,o• T T T 4 5 6 7 T 9 10 11 12 13 F- - - - - - ------ __ --I- I I - — i T=rfl I _,m &—rF- --------------- 1:1 E] 0 0 0 0 VRIM-11 El rm. � - - ALCOVE L IO i 11J � i El ro 0 ELECTFWAL- E — — E --ay-m- F 11 1 1 d"I ft-PAM A"% .2 1 1 T E]I I � ❑ I I El F � — El I I � I I ❑ I I G — I F-1 I Ha— —I ❑ I I — I I � I � I I I K — — I 1 2 3 4 - I rx7H - -f-w - I R'ZA f 5 6 7 8 9 10 (11) 12 m F I K 13 �u Ol COMUNITY CENTER I ST FLOOR RCP PLAN NORTH SCALE: 1/8' = 1'-0" /l //:;;::i:a;::'i ''°° Campus 4 Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com Q$D O�go t' ~ 'A y �p 4916 9 (Orr �wdw� JOHN O'BRIEN -ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 1 29093 118" SHEET NO. COMMUNITY CENTER RCP COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 12 4L,---- 1 12 12 Q4 EL = 149'-4" d% TOP OF RIDGE EL = 141'-9" ,k TOP OF RIDGE EL = 136'-11" TOP OF RIDGE EL = 126'-6" PLATE HT. 12 _ EL = 115'-00" 2ND FLOOR 04 COMUNITY CENTER I ST FLOOR PLAN SCALE: 1/8' = 1'-0" COURT SIDE 1 122 ............. _ EL = 149'-4" TOP OF RIDGE _ EL = 141'-9" TOP OF RIDGE _ EL = 136'-11" ,� TOP OF RIDGE 12 Q4 EL = 126'-6" PLATE HT. EL = 115'-00"_,� 2ND FLOOR 1 12 KEY NOTES: OJAMES HARDIE-PLANK LAP SIDING WITH 4" EXPOSURE. PAINTED. OJAMES HARDIE-BOARD AND BATTEN SIDING. PAINTED. OSYNTHETIC STONE #1 OSYNTHETIC STONE #2 OSYNTHETIC STONE SILL/ HEAD/ WATERTABLE OREAL TRIM. PAINTED. OASPHALT 51-1IN6LE5 WITH UNDERLAYhENT AS SPECIFIED. OSINGLE HUNG VINYL WINDOW, INSTALL CLEAR LOW-E GLASS. OPREFINISHED STANDING SEAM METAL AWNING/ ROOF. to SHUTTERS AS SPECIFIED. II WOOD COLUMN. PAINTED. 12 WOOD BRACKET/ BEAM AND TRIM A55EMBLY, PAINTED. 13 PAINTED METAL HANDRAIL - HOT DIPPED GALVANIZED. 14 6' PREFIN15HED ALUMINUM GUTTER/ DOWNSPOUT. SPILLS TO GRADE ON SPLASH BLOCK. 15 DOOR AS SCHEDULED. Ib DECORATIVE LIGHT FIXTURE - WALL SCONCE I7 EXHAUST GRILL/ ROOF VENT IS CONTINUOUS RIDGE VENT, SEE ROOF PLAN. I9 CONCRETE STOOP ® LOUVER/ C -05M BACK EL = 149'-4" ,k SKYLIGHT - A5 SCHEDULED - ALWAYS OCCURS FACING jJO an CONCRETE STEPS SEE SECTIONS. JAWS NARDI-PLANK STAGGERED - EDGE NOTCHED PANEL SIDING. 03 COMUNITY CENTER 1 ST FLOOR PLAN SCALE: 1/8" =1'-0' APARTMENT SIDE 1 12 EL = 149'-4" A Campus ` "` "% Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15AO 155UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com SHEET NO. 02 COMUNITY CENTER 1 ST FLOOR PLAN SCALE: 1/8" =1'-0" TOWNHOME SIDE Ol COMUNITY CENTER 1 ST FLOOR PLAN SCALE: I/8' =1'-0" POOL SIDE COMMUNITY CENTER ELEVATIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN COMMUNITY'CENTER FIRTI GEND SPECIFICATIONS: CARPET: GPT5 MANUFAGTURER: 5HAW GONTRAGT GROUP PRODUGT: BLO6 5A126 DOLOR: HARVE5T BROWN 25140 LOCATION: OFFIGE5 GPT6 MANUFACTURER: J 4 J GOMMERG I AL - PRODUGT: G I TY BLOGK5 MODULAR 7218M GOLOR: 1514 RED SQUARE LOCATION: GAME ROOM 4 GOMPUTER LAB BASE: RB3 MANUFACTURER: JOHN50N I TE PRODUGT: 6" RUBBER BA5E COLOR: T.B.D. APPL I GATI ON: U51 % BASE ADHE51 VE NEATLY FORM IN51DE 4 OUT51 DE GORNER5 FROM GOI L5 ONLY. GERAMIG TILE: GTI MANUFACTURER: AMERIGAN OLEAN PRODUCT: ULTRATEGH - UNPOL 15HED COLOR: D I MEN51 ONAL BE 16E J021 LOGATION: RE5TROOM WALL GT2 MANUFACTURER: AMERI GAN OLEAN PRODUGT: ULTRATEGH - UNPOL 15HED DOLOR: HARMONIG BROWN J022 LOGATION: RE5TROOM FLOOR WALLGOVERIN6: WG I MANUFAGTURER: LANARK PRODUCT: M I M05A COLOR: R2-M5-12 GOFFEE BEAN LOCATION: RE5TROOM WALL RUBBER FLOORING: RF I MANUFACTURER: ROPPE PRODUCT: FITNE55 FLOORI N6 COLOR: 16q HUNTER 6REEN LOGATION: RE5TROOM WALL FINISH SCHEDULE PAINT: P1 MANUFACTURER: BENJAM I N MOORE PRODUCT: E665HELL OR 5EM I -LATEX GOLOR: HG-8 DOR5ET GOLD Pb MANUFACTURER: 5HERWI N WI LL I AM5 PRODUCT: E665HELL OR 5EM I -LATEX COLOR: 5W 281-1 ROOKWOOD AMBER Pa MANUFACTURER: BENJAMIN MOORE PRODUGT: E665HELL OR 5EM1-LATEX COLOR: E-22 GOTTA6E RED PIO MANUFACTURER: 5HERWIN WILLIAM5 PRODUCT: E665HELL OR 5EM1-LATEX COLOR: 5W 6428 HONEYDEW LOCATION: FITNE55 CENTER PI I MANUFACTURER: 5HERWI N WI LL I AM5 PRODUCT: E665HELL OR 5EM I -LATEX GOLOR: 5W 6430 GREAT GREEN LOGATION: FITNE55 GENTER GRANITE: 63 MANUFAGTURER: GLA551 G 5TONE D 15TRI BUTOR5 PRODUCT: GRANITE 5LAI3 GOLOR: NEW GOLON I AL DREAM LOCATION: RECEPTION DE5K CG4 MANUFACTURER: GLA551C 5TONE D15TRIBUTOR5 PRODUGT: GRANITE 5LAB GOLOR: BLAGK GALAXY LOCATION: RE5TROOM 5TAINED GONGRETE: 5G2 MANUFACTURER: GONGRETE GAMOUFLA6E PRODUGT: ACID 5TAIN COLOR: LEATHER BROWN LOCATION: GOMMON HALLWAY5 PLANK VINYL: PVI MANUFACTURER: ARM5TRON6 PRODUCT: NATURAL GREATION5 ARBOR ART COLOR: TP032 ANTIQUE WOOD DARK LOCATION: COMMON HALLWAY5 NO. NAME FLOOR BASE WALLS GE I L I N6 REMARK5 N H-M100 E 5 W GREAT HALL 5G PG ST / A6 P6 ST / P6 5T / A6 P6 ST / P6 A 4 6 P6 / WB VARIES SEE ELEVATIONS 101 WORKOUT PV PG P6 P6 / A6 P6 / A6 P6 / A6 10'-O' ACT 102 GYM AM PG P6 / A6 P6 P6 P6 / A6 10'-O" ACT 103 ALCOVE SC PG P6 / A6 P6 P6 P6 101-0' GYP 104 OFFICE CPT PG P6 / A6 P6 PG P6 / A6 10'-O' ACT 105 TANNING PV PG P6 P6 P6 P6 10'-O" ACT 106 KITCHENETTE 56 PG P6 P6 P6 P6 10'-D" ACT 107 MANAGER OFFICE CPT PG P6 P6 P6 P6 / A6 10'-0" ACT 108 OFFICE CPT PG P6 P6 P6 P6 10'-O" AGT IOq MENS RESTROOM CT - I CT-1 B T-2 / P T--2 / P6 T-2 / P T-2 / P6 8'-0' P6 110 WOMENS RESTROOM CT - I GT-1 B T-2 / P T-2 / P6 CT-2 / P T-2 / P6 8'-0" P6 III MAINTENANCE GONG RB PG P6 P6 P6 8'-O' ACT 112 MECHANICAL CON-, RB P6 P6 PG P6 V-0' ACT 113 PROJECTOR CONG RB P6 P6 PG P6 10'-0" AGT 114 ELECTRICAL CONG RB P6 P6 PG P6 10'-O' ACT 115 STAIR NO I RT - P6 P6 P6 P6 VARIES SEE SECTIONS 116 STAIR NO 2 RT - P6 P6 P6 P6 VARIES SEE SECTIONS 118 VESTIBULE 56 PG P6 P6 P6 P6 10-0' ACT IIq I.T. ROOM GONG RB P6 P6 P6 P6 10'-0" ACT 120 KITCHENETTE 50 PG P6 P6 PG P6 101-0" P6 200 PRE -CONFERENCE CPT PG P6 5T / P6 P6 P6 10'-O' P6 201 CONFERENCE CPT PG P6 P6 / A6 P6 / A6 P6 / A6 10'-0" AGT 202 CONFERENCE CPT PG P6 P6 / A6 P6 P6 / A6 10'-O" ACT 203 CONFERENCE CPT PG P6 P6 P6 / A6 P6 / A6 10'-O' ACT 204 MENS RE5TROOM CT - I CT-1 B T-2 / P T-2 / pe T-2 / P T-2 / P6 81-0" P6 205 WOMENS RESTROOM GT - I CT-1 B T-2 / P T-2 / P6 T-2 / P T-2 / PIS 8'-0' P6 206 HALL 5-, PG P6 / A6 P6 5T 5T / P6 II1-6' P6/V8 SEE SECTIONS 207 TV CPT PG P6 / A6 PG - P6 / A6 10'-0' ACT 208 HALL 50 PG - ST - P6 111-6' P6/V1113 20q COMPUTER LAB GPT PG P6 - P6 / A6 5T 10'-0" ACT 210 HALL 5-, PG 5T - P6 / A6 - 111-6' PGMIB 211 HALL 5C PG P6 / AG - P6 P6 / A6 111-6' P6M6 212 6AMEROOM Pv PG P(5 P6 / A6 P6 PG 10'-O" ACT 215 STAIR NO I RT - P6 P6 P6 P6 VARIES SEE SECTIONS 216 STAIR NO 2 RT - P6 P6 P6 / A6 P6 VARIES SEE SECTIONS FINISH LEGEND: ACT 2X2 LAYIN ACOUSTICAL TILE Arz ALUMINUM AND 6LA55 AM ATHLETIC, MAT CONC, SEALED CONCRETE CPT CARPET CT- CERAMIC TILE FLOOR CT-2 CERAMIC TILE WALLS C7YP SUSPENDED GYPSUM GEILIN6 p� PREFINI5HED COMPOSITE BASE - 6' p�z PAINTED 6YP BOARD RV PLANK VINYL RB RIBBER BASE RT RUBBER TREAD yc STAINED CONCRETE 55T SYNTHETIC STONE M STAINED WOOD BEAMS EXTERIOR ENTRY ALUMINUM STOREFRONT W/ TEMPERED LOW-E INSULATED DOUBLE PANE LITE KIT TYPE 1 PAVED / PAINTED HM. FRAME YIELDED / PAINTED HM. FRAME 0- EXTERIOR ENTRY ALUMINUM STOREFRONT W/ TEMPERED LITE KIT TYPE 2 & 3 = 101 O WOOD DOOR NU61_655 LIGHT KIT ID TYPE 4 I', O HOLLOW METAL DOOR 0 DOOR SCHEDULE TYPE 5 C� TYPE 6 Ol WINDOW TYP SCALE: 3/8' = 1'-0' ES O WOOD DOOR 010 —s o— (D HOLLOW METAL DOOR 0 0- O WOOD DOOR 02 DOOR TYPES SCALE: 3/8' = 1'-0" NO. TYPE SIZE THK. MAT. DESCRIPTION REMARKS DOOR HARDWARE IOOA A PAIR V-0'W X V-01H 1-3/4" ALUM16LA55 INTERIOR ENTRY IOOB A PAIR V-00W X 8'-0'H 1-3/4' ALUM/6LA55 INTERIOR ENTRY 101 B 31-O'W X 81-O'H 1-3/4" ALUM/6LA55 WORKOUT 102A G 3'-06W X 81-0'H 1-3/4' V40OD/61-A55 GYM LIGHT KIT 102E D V-ONVI X 'I'-O'H 1-3/4' HOLLOW METAL EXTERIOR ENTRY 103 E 3'-00W X 81-O'H 1-3/4" 5G WDOD ELECTRICAL ROOM 104 E 3'-O"W X 8'-O'H 1-3/4' SG WOOD OFFICE 105 E 3'-O"W X 8'-O'H 1-3/4' 50 WOOD TANNING 101 E V-O'W X 8'-0'H 1-3/4' SG WOOD MANA6ER'S OFFICE 107A E 2'-6'W X 8'-0'H 1-3/4' 50 WOOD STORA6E 107B E 2-69W X 8'-O'H 1-3/4" SC WOOD STORAGE 108 E V-014 X 8'-O'H 1-3/4' 56 WOOD OFFICE IOq E 3'-O'W X I'-O"H 1-3/4' % WOOD MENS RR 110 E 31-O"W X 7'-0"H I-3/4" 50 WOOD WOMENS RR III F PAIR 3'-O'W X I'-O"H I-3/4" HOLLOW METAL EXTERIOR ENTRY 112 D 3'-01W X 7'-00H 1-3/4" HOLLOW METAL MECHANICAL 113 E 3'-O"W X 7'-O'H I-3/4' Sc WOOD PROJECTOR 116A D 3'-0'W X 7'-O"H 1-3/4' HOLLOW METAL EXTERIOR ENTRY 116B D 31-O'W X 71-08H 1-3/4' HOLLOW METAL EXTERIOR ENTRY 117 E 3'-O'W X 8'-O'H 1-5/4" SG WOOD ELEVATOR MEGH. 118 D V-001ei X 7'-0'H 1-3/4' HOLLOW METAL EXTERIOR ENTRY Ilq E PAIR 3'-0"W X 8'-O'H 1-5/4" SG WOOD I.T. ROOM 120 E 3'-O'W X 7'-O"H 1-5/4' SG WOOD KITCHENETTE 121 H PAIR V-014 X 8'-O'H 1-3/4' SG WOOD VESTIBULE 201 G 31-00W X 8'-0'H 1-3/4' SC WOOD CONFERENCE SIDE LIGHT 202 G V-02W X 8'-O'H 1-3/4" SC WOOD CONFERENCE SIDE LIGHT 203 6 31-00W X 81-O'H 1-5/4' SC WOOD CONFERENCE 2 - SIDE LI6HT 204 E 5'-O'W X 8'-0'H 1-3/4' SC WOO MENS RR 205 E 3'-0"W X 8'-02H 1-3/4" 56 WOOD WOMENS RR 208A E 3'-0'W X 81-02H 1-3/4" 5C WOOD TV 51DE LIGHT 2085 E V-O'W X 8'-O'H 1-3/4' SC WOOD 6AMEROOM 51DE LIGHT 20q B 3'-0'W X I'-O"H 1-3/4" ALUM/6LA55 COMPUTER LAB 216 E 3'-0'W X 8'-0'H 1-3/4" 5G WDOD STAIR NO 2 NOTES: 1) BARRIER FREE THRESHOLD AT ALL 6ROUND FLOOR ENTRY DOORS. 2) LEVER HARDWARE AT EXTERIOR SIDE OF ALL 6ROUND FLOOR ENTRY DOORS. 3) ALL GLAZING TO MEET FEDERAL, STATE, AND LOCAL CODES. 4) ALL EXTERIOR DOORS TO HAVE ALUMINUM THRESHOLD. 5) 112' THRESHOLD AT ALL 6ROUND FLOOR UNITS. 6) 1/2' THRESHOLD AT ALL HANDICAP UNITS. 7) 3/4' THRESHOLD AT ALL UPPER FLOOR UNITS 8) LOCKS ON DOORS IN MEANS OF EGRESS SHALL NOT REQUIRE USE OF KEY OR SPECIAL KNOWLEDGE. WINDOW SCHEDULE NO. SIZE LITES HDR. DESCRIPTION REMARKS OI 51-O'W X 6'-0"H 4/4 EACH 5111GLE HUNG, VINYL FRAME INSULATED LOW-E 6LAS5 O2 6'-02W X 6'-0"H 4/4 EACH SINGLE R N5, VINYL FRAME INSULATED LOW-E GLASS O3 5'-6"W X 6'-O'H 4/4 EACH SINGLE HUNG, VINYL FRAME INSULATED LOW-E 6LAS5 ® 4'-0'W X 10'-O"H 2 GLASS, ALUMINUM FRAME FIXED TEED LOW-E 6LAS5, WIDE STILE 0 V-00W X 2'-00H 2 6LA55, ALUMINUM FRAME INSULATED LOW-E 6LA55 6O 2-00W X 7-014 6LA5S, ALUMINUM FRAME INSULATED LOW-E 6LA5S, SLIDING WINDOW NOTES: ALL 6WI% TO MEET FEDERAL, STATE, AND LOCAL CODES. BEDROOM WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 50. FT. THE MINIMUM CLEAR HE16HT SHALL BE 24' A.F.F. THE MINIMUM CLEAR WIDTH SHALL BE 20' SILL HT. TO BE NO HIGHER" THAN 44' A.F.F. AND LESS. COMPLIES WITH IBG 200q SECTIONS 102q FOR EMER6ENCY E50APE AND RE5GUE. ALL WINDOWS TO BE LOW 'E' - INSULATED TEMPERED GLASS, TYPICAL. INTERNAL MULLON BARS TOP AND BOTTOM LITES OF ALL WINDOWS. O z,,,,%'' _ Cam pus y Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155L ED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com ID 't a cll 04Ir y d► 4%6 g OF 46mdw_� JOHN O'BRIEN -ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. x COMMUNITY CENTER SCHEDULES COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 9:7. v GRANITE Z: ¢ 0 0 00 GYP. BD. - O O O \ N B21 1321 B21 1315 " I'-�I" I'-q" I'-3' KITCHENETTE # 120 KITCHENETTE # 120 15 BAR SECTION 14 BAR ELEVATION SCALE: 1/2' = 1'-0" 50AL.E: 1/2' = 1'-0" 6" IAGRAB BARS 36" MIN. MIRROR \ m LAY a SE m z iv g S O 09 MENS RR # 109 -ELEVATIONS SCALE: 1/2' = 1'-0" OF 141530 W2430 W3630 W4230 F--------, F--------- VENDING I I VENDING 1 L A I o \ \ o o / / \ \o o/ II DOUBLE SINK GRANITE I I I 6DISP05AL � AGE TER TOP II I = BACK II I II l I I I O � Dw / — — 0 o X KNEE SPACE \ WORK5PACE N OPEN OPEN I_ 1 315 I_ 2'-0" 31 � 31-O" I_ I' -ON I_ 2'-6° Rt UI= 13 KITCHENETTE SCALE: 1/2' = 1'-0" 08 MENS RR # 109 -ELEVATIONS SCALE: 1/2' = 1'-0' N I \ -- - - F------- 1 s I/2' 4'-3 5/4' C:) I I r----- / VENDING LEN F we'r 08/CC5 I LO 1 / VENDING ?,AM U I / 1 1 F-----� o I R`�A I I VENDING \ — — — O \ -61/2' L---------� \ L-----� WCHENEM F SINK I O 1 / U 0 \ U U ; III �cn I I1 �_ � I 1\ / I FO III /� I 11 � q,-41 / I I ,l— I O / I WOMEN 1 D \� I O / I _ 1 I 91 " Lo I 1'-0 0 I 1 0 / I \ I 07® \I 1 6'-41/2' r[= --- 0 ° FE111 L--- —j #120 - 07 WOMEN SCALE: 1/2" = 1'-0' ELEVATION 'SRR #110-E z g LEVATIONS Vy3615 W2730 W1230 M2430 M630 H2430 011 GRANITE COUNTER TOP AND DOUBLE SINK BA CK5PLAW W15POSAL d? 0 DW / X CV \ \ KNEE SPACE BI2 OF 2'-0" I'-0" 31-00 2'-0' 3/4' 3/4' 12 KITCHENETTE # 106 - ELEVATION 11 KITCHENETTE # 106 - ELEVATION SCALE: 1/2" = 1'-0" SCALE: 1/2' = V-O" m m / \ o o/ / REF I I GRANITE COUNTER TOP AND I I BACKSPLASH `A � I I � I I ° \\ I ' / N B21 3'-0' 2'-4 3/4' 2'-0" 06 WOMEN' SCALE: 1/2" = 11-0" SRR #110-ELE U U 0 I w. .�.r A-1. 1 0%1.1 I.IAI 1 VATIONS U U co O 05 SECOND FLOOR'- FIRE SCALE: In' = 1'-0" F— a 1112/CC5 0 \ SINK i 01 \ \ \ WCHENEM i 1 1 01 1 � I L\\-----j 4'-0" 10 KITCHENETT SCALE: 1/2' = V-O' E #106 PLACE 04 FIRST FLOOR SCALE: 1/2' = 11-0' - FIREPLACE �11 �l Campus rc ;, is ,.� Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC . ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03ASAO 155LED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com 4+�D c 'A y �► 4916 g or 4twvw JOHN O'BRIEN -ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 2'15.10 J29093 1/8" = V=0" SHEET NO. COMMUNITY CENTER ENLARGED PLANS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 03 WOMENS RR # 110 / KITCHENETTE # 120/MENS RR # 109 56AL.E: In' = 1'-0" 02 SECOND FLOOR - STAIR # 115 SCALE: 1/2' = V-O' 01 FIRST FLOOR - STAIR # 115 SGAL.E: 1/2" = 1'-0" 12 MEN #204 SCALE: 1/2' = 1'-0' - ELE 08 WOMEN #205 - ELEVATION SCALE: 1/2' = 1'-0" VATION LAV II tltli 11 MEN #204 - ELEVATION 56ALE: 1/2' = I'-O' 07 WOMEN #205 - ELEVATION SCALE: 1/2" = 1'-0' 04 SECOND FLOOR - STAIR #216 SCALE: 1/2' = I'-O' TRIM STONE WITH SAW BACK 1/20. DO NOT CAULK. DO NOT GROUT.. 5/ 8' GYP. BD. 2X4 NOM. WOOD 5TUD5 wlt2v STONE AS 10 MEN #204 - ELEVATION SCALE: 1/2' = 1'-0" 06 WOMEN SCALE: 1/2" = 1'-0" 02 COLUMN ENLARGED SCALE: 1/2" = 1'-0" PLAN #205 - ELEVATION 4 m 09 MEN #204 -ELEVATION SCALE: 1/2' = 1'-0" 05 WOMEN #205 -ELEVATION SCALE: 1/2" = 1'-0" Ol STAIR #215 / MENS RR #204 / WOMENS RR SCALE: In' = 1'-0" #205 C Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com y d► 4916 9 r� OF JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 1 /8" = V=0" SHEET NO. UU6 ,n COMMUNITY CENTER ENLARGED PLANS COPYRIGHT ©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 08 RECEPTION DESK - ELEVATION 56AL.E: I/2" = I'-0' 09 RECEPTION DESK - REAR ELEVATION SCALE: 1/2' = I'-0" 03 SECOND FLOOR FIREPLACE ELEVATION SCALE: 1/4' = I'-0' 07 RECEPTION DESK -ELEVATION SGAL.E: 1/2' = I'-0" E 06 RECEPTION D SCALE: 1/2" = I'-0" 05 SECOND FLOOR - ELEVATOR PLAN SCALE: 1/2' = I'-0" V-4" 07/CC7 I �� ESK - ENLARGED PLAN 04 FIRST FLOOR - ELEVATOR PLAN SCALE: 1/2" = I'-0" y... tyiff S.y Sit s 5 "Y,' I J� % V i I I a g e Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com c "A A y d► 4916 g or dw JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 1 /8" = V=0" SHEET NO. COMMUNITY CENTER ENLARGED PLANS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBBRIEN 02 FIREPLACE ELEVATION SCALE: 1/4" = 1'-0" 01 COMMUNITY CENTER ELEVATION SCALE: 1/4' = 1'-0" I - - COMMUNITY CENTER WALL SECTION 01 EGRESS STAIR SO&E: 3/4" = V-0" LAL V /�f%!!,',,� Campus - A/l I AlrVillage Communities CAMPU S VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155LED FOR PERMIT 04/15/10 0 'B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com F JOHN O'BRIEN - ARCHITECT REGISTRATION NO. 4916 SHEET NO. COMMUNITY CENTER WALL SECTIONS COPYRIGHT@ 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 4 WIS 7 APPEARANCE GRADE 4X8 RAFTERS AT 48' O.L. OX12 YVOOD BEAM 4XI2 COLLAR BEAM AT EACH CO, EXCEPT CORNERS OF PORCH WOOD BRACKET . IX2 TRIM GALVANIZED METAL GAP FLASHING -TRIM CHAMFER AS AEGE55ARY TO RELIEVE STONE • MANUFACTURED STONE ON PLASTER SCRATCH COAT ON SELF -FURRING METAL LATH -HEATHER BARRIER WITH STUC-GO DRAINAGE SURFACE -2X AND IX BLOCKING 2'-0' O.G. -2X6 COLUMN FRAMING • 6X6 REAL -TRIM COLUMN STEEL HOLD -OFF COLUMN BASE POST -TENSIONED CONCRETE FOUNDATION. COMMUNITY CENTER WALL SECTION 01 COLUMN SECTION SCALE: 3/4" = 1'-0" SLOPE PORCH 1/4' PER FOOT! i� iG•- • -• • r. =4 • "rl IK#ralz GALVANIZED METAL GAP FLASHING -TRIM C*VO4FER AS AECES,5ARY TO RELIEVE STONE MANUFACTURED STONE ON PLASTER SCRATCH COAT ON SELF -FURRING METAL LATH POST -TENSIONED GONGRETF FOUNDATION. 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WOOD TRIM MAUNUFAGNRED STONE R-Iq BATT INSULATION COMMUNITY CENTER WALL SECTION VI- BASE 02 WALL AT SIDE THRU WDWS COMMUNITY CENTER SCALE: 3/4' = 1'-0" WALL SECTIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN h CONSENT FROM OBBRIEN I 12 4 / 000 /- 12 //— —/ / —dopo - // / / — Opp .• -/ — —/ �0 00, /- 000 ...: /--/ -ice • �---�• APPEARANCE GRADE 4X8 RAFTERS AT l20 O.C. FURR-DOWN CEILING PER RCP EITHER 2'X2' GRID YV _ ACOUSTIC TILE OR GYP. BD. 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ABOVE /irirr r Campus A,,, Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com fS4'�a C, 0 ~ �� � y �p 4916 g OF 46mdw� JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 3/4" = SHEET NO. SLOPE PORCH 1/4' PER FOOTI COMMUNITY CENTER WALL SECTION 01 WALL AT FRONT LEFT OF ENTRY SCALE: 3/4' = 1'-0' w COMMUNITY CENTER WALL SECTIONS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN METAL FLASHING 0 12 STANDING SEAM METAL ROOF ON WATERPROOF 1-�ANE ON PLYWOOD OR OSB DECK WOOD TRUSSES AT 24" O.G. b" TOP CHORD TO ACC.OMODATE CONNECTION TO DROPPED 4X8 RAFTERS 0- �'__ ' --A 0 doo .00 --- -- 12 — — — - — — — — — — - — - doo — moo oom doo moo R 38 INSUL.AT10N CEMENTIT10US 51DING WITH 4" EXPOSURE ON WEATHERPROOF NIEt RANE ON OSB 6YPSUH BOARD R-Iq BATT INSULATION TRIM INSULATED LOWS 6LAZING IN VINYL FRAME FURR-DOWN CEILING PER REFLECTED CEILING PLAN THIS AREA 1 WIN ♦♦. APPEARA -Z 6 ZA DE 4X8 RAFTERS AT ' 1200.0. �— OXI2 WOOD BEAM 4XI2 COLLAR BEAM AT EACH COLUMN \ EXCEPT CORNERS of PORCH \\� WOOD BRACKET bXb REAL -TRIM COLUMN IX2 TRIM 6ALVANIZED METAL CAP FLASHING, TRIM CHAMFER AS NECESSARY TO RELIEVE STONE MANUFACTURED STONE ON PLASTER SCRATCH COAT —J ON SELF -FURRING METAL LATH CULTURED MARBLE SILL WOOD TRIM TRIM METAL FLASHING SOLID TRIM METAL FLASHING PER MANUFACTURER FLOOR MATERIAL VARIES Z— FILL TRUSS SPACE WITH BLOWN INSULATION GYPSUM BOARD ON RF5ILIENT CHANNELS PLENUM SPACE - CEILING X �( SLOPE PORCH 1/4" PER FOOT ji COMMUNITY CENTER WALL SECTION 01 WALL THRU 7-0" DOOR %AL.E: 3/4' = 1'-0' L �//%;,::::4 Campus /b %Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REMEw SET 03/13/10 155L ED FOR PERMIT 04/I5/10 0' B R I E N 5310 HARVEST H ILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com n C, f'ra x A y d► 4916 g OF JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 3/4" = 1'=0" SHEET NO. COMMUNITY CENTER WALL SECTIONS COPYRIGHTQc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN METAL FLASHING COVER EDGE OF DECKING TO TOP OF RAFTER R8 4" W R5 5/8" J \ 0 STANDING SEAM META ROOF ON WATERPROOF MEMBRANE APPEARANCE GRADE WOOD C40MPOSITE DECK METAL FLASHING 2X8 FASCIA IX2 TRIM SOFFIT BOARD 2X4 TRIM GEMEN'TITIOUS LAP SIDING WITH 4' EXPOSURE ON WEATHER RESISTANT I-�WIE ON 1/I6' 055 SHEATHING. 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SLOPE PORCH 1/40 PER FOOT 50AL.E: 3/4" = 1'-0" COMMUNITY CENTER WALL SECTIONS COPYRIGHTQc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN METAL FLASHING COVER EDGE OF DECKING TO TOP OF RAFTER R8 4" R3 5/8" J \ e, j STANDING SEAM META ROOF ON WATERPROOF MEMBRANE APPEARANCE 6RAD1578 COMPOSITE DE POST —TENSIONED CONCRETE FOUNDATION. METAL FLASHING 2X8 FASCIA IX2 TRIM 501TIT BOARD 2X4 TRIM CENENTITIOUS LAP 51DING WITH 4' EXP05URE ON WEATHER RESISTANT P�RANE ON 1/I6' 05B 5HEATHING. 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METAL PLASHING COVER EDGE OF DECKING TO TOP OF RAFTER R8 4" C� R3 5/8" —/ \ E) APPEARANCE GRADE 4X8 RAFTERS AT 1200.0. �— OX12 WOOD BEAM 4XI2 COLLAR BEAM AT EACH COLUMN \ EXCEPT GARNERS OF PORCH \\� WOOD BRACKET 6X6 REAL -TRIM COLUMN IX2 TRIM GALVANIZED METAL CAP FLASHING TRIM C+IAMiFER AS NECESSARY TO RECIEVE STONE MANUFACTURED STONE ON PLASTER SCRATCH COAT —.� ON SELF -FURRING METAL LATH POST -TENSIONED CONCRETE FOUNDATION. dow METAL FLASHING 2X8 FASCIA IX2 TRIM SOFFIT BOARD 2X4 TRIM CEMENTITIOUS LAP SIDING WITH 4' EXPOSURE ON WEATHER RESISTANT MEMBRANE ON -1/16' OSB SHEATHING. 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DESCRIPTION DATE 50% REVIEW 5ET 03A5AO ISSUED FOR PERMIT 04A5AO O 31 B R I E N 5310 HARVEST H ILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com 8 c O Ad ~ ' y �p 4916 g OF 4dmcw� JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 3/4" = 1'=0" SHEET NO. SLOPE PORCH 1/42 PER FOOT COMMUNITY CENTER WALL SECTION 01 WALL AT REAR ENTRY SCALE: 5/4' = 1'-0' COMNUNITY CENTER WALL SECTIONS COPYRIGHTQc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN COMMU 01 FIREPLA 5G&E: 3/4' = I'-C CEILING FAUX BEAMS PRIMARY FACE OF FIRST FLOOR FIREPLACE SECONDARY FACE OF FIRST FLOOR FIREPLACE B VENT FOR FIRST FLOOR FIREPLACE FRR DOM FAUX BEAM PROFILE AT SECOND FLOOR FIREPLACE r Campus ix/, Vi I I age Communities CAMPUS VILLAGE AT COLLEGE ;;;, ;millB VENT FOR SECOND FLOOR FIREPLACE ADJACENT COLUMN n WOOD MANTEL- ON BRACKETS STATION I II I 1°' ' WOOD MANTLE 1 Ild i RAISED STONE HEARTH N ' MANUFACTURED 6A5 FIREPLACE ACE COLLEGE STATION, 4. 42" G1J=AR VIEWING WIDTH MANUFACTURED FIREPLACE I II" AT SECOND FLOOR TEXAS I I'" I PROFILE ABOVE RA15ED HEARTH „ I TOPPING MATERIAL ON FIRST FLOOR FURR-DOWN A DEVELOPMENT BY: PLYWOOD DECK IIII I CADDIS DEVELOPMENT I II 1 GROUP LLC 1 IIII I D - - ---- , "'` ' STEEL RAIL ❑ ISSUE L O G 1 FACE OF STONE ❑ I I 1 IIII I �O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ NO. 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THICKENED FOUNDATION cv FIREPLACE PROFILE BELOW FURR-DOWN BLOCK AND BRACE THIS AREA AS REQUIRED FOR INSTALLATION TELEV15ION PROVIDE NECE-55ARY OUTSET GABLE AND INTERNET PROFILE AT FIREPLACE N _I COMMUNITY CENTER WALL SEC 02 1 ST FLR. FIREPLACE STONE: 3/4' = 1'-0' TION COMMUNITY CENTER WAL 03 2ND FLR. FIREPLACE SG&E: 3/4' = 1'-0" L SECTION 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com n �o y0 ' A y >Ar d, 4916 9 OF JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 3/4- = 1'=0- SHEET NO. k COMNUNITY CENTER DETAIL COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN CEILING 5HOWN FOR CLARITY DOUBLE TOP PLATE 2Xb WOOD 5TUDS ® Ib" O.G. FIBER CEMENT 51DINCG WEATHER BARRIER 1/I6" 055 SHEATHING 5/50 TYPE 'X' GYP. BD. BASE AS SCHEDULED 06 WALL DETAIL SCALE: 5/4" = 1'-0" 04 MAIL KIOSK SIDE ELEVATION SCALE: 1/4" = V-O' 12 6� :........:: :.................. ............................... ............................ tZFP LIGHTS, CONT. _ IN. 4'X4' GUTTER d Dov�isPouT ......... ......... RDI PLANK SIDING m r- a� 4 E5 ON PEDESTA LSIL BOX >. SLOPE MAX. 02 MAIL KIOSK SCALE: 1/4" = 1'-0' SECTION 05 MAIL KIOSK ROOF PLAN SCALE: 1/4' = 1'-0" 03 MAIL KIOSK FRONT ELEVATION SCALE: 1/4' = 1'-0" N 0 r- Y 5V-5" 5TUD TO STUD O.H. I TYP. F-_ ---------------------------------------------- FILLER I FI D5 4 5 6 7 8 9 10 11 12 13 T- 14 I Li I I I I I z l I 3 I I I I I I I I I 15 2 'X48' TYP. CLEAR 16 ° I FLOOR AREA, REOV. i g ° I 2'WXI2"D WOOD BEEM, I COW,. SLAB MAX 2% SLOPE 1 MOVE I 17 D51 ______________]__ _____________= L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J .. % xb WOOD In 12'-O" 12'-5' 12'-0" r, .1� NG. CLFZB 'L MK1/03 3L d G TESTALS /%% 'Campus r � sI- Awwo-£ % Villa g e Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 I55UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST H ILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com a sec � 'A y �p 4916 g OF 46mdw JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 1 /4" = 1'=0" SHEET NO. 01 MAIL KIOSK SCALE: 1/4' = 1'-0" FLOOR PLAN MAIL KIOSK PLANS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O•BRIEN 2'-b' I m 54" MIN. 3'-0" 42" MIN. I'-0" 2'-0" 12" MAX. TM TM —Inn 03 MAINTENANCE INTERIOR ELEVATIONS SCALE: 3/8' = I'-0' NOTES: I. PRIOR TO IN5TALLATION VERIFY AND COORDINATE REQUIRED GLEARANGE DIMEN51ON5. 2. PROVIDE BLOGKING FOR ALL TOWEL BARS AND GRAB BARS. 3. THERE SHALL BE NO SHARP OR ABRA51 VE 5URFAGE5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPES AND HOT WATER PIPES UNDER 51NK SHALL BE INSULATED OR OTHERWI5E GOVERED. REFER TO SHEET Al FOR GENERAL NOTES. REFER TO SHEET A5 FOR FAIR HOU51% AGGE551BILITY REQUIREMENTS. REFER TO SHEET Ab FOR DOOR, WINDOW, FIN15H 5GHEOULE5 AND TRIM DETAILS. ALL DIMEN51ON5 ARE FROM FAGS OF STUD TO FACE OF STUD. TT —V MTV01 02 MAINTENANCE ROOF PLAN SCALE: 1/8' = 1'-0" Ol MAINTENAN SCALE: 1/4' = 1'-0' CE FLOOR PLAN /{iFoo ! %f%� Campus i t , %� I y s y y �% v Village Communities CAMPUS VILLAGE AT COLLEGE STATION. COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com O ; 40r� � y * �p 4916 g A'r8 OF JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 1 /8" = 1'=0" TW4 MAINTENANCE PLANS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRfTTEN CONSENT FROM O'BRIEN 2'-0" L /Oorl / - PREFIN15HED STANDING SEAM AL AWNING/ ROOF AS SPECIFIED. 2-2X8 BLOCKING A5 REQUIRED 12 -1["'o'� PREFIN15HM FACIA AS SPECIFIED. EL = 111'-0" AFF B.O. SOFFIT HARDI-PLANK SOFFIT 2XB TRIM - PAINTED SYNTHETIC STONE #1- OVER MORTOR OVER 8" CMU 5/8' GYP. BD OVER 2X4 WOOD STUDS AT 24' O.G. : m JOISTS 5/8' GYP. BD OVER 2X4 WOOD STUDS AT 24" O.G. IN5ULATION EL=100'-0" J i III b�aI J FINISH FLOOR 05 MAINTENANCE WALL SECTION SCALE: 3/4' = 1'-0' EL = 121'-9 1 /4" "r T.O. ROOF oiQ EL = 117'-5" oib EL = 11 V-0" AFF B.O. SOFFIT �. EL = 109'-0" AFF I I WyZIWs'II;RI V TA EL = 100'-0" FINISH FLOOR METAL GATES 04 MAINTENANCE ELE SCALE: 1/8' = 1'-0' WEST VATION 02 MAINTENANCE ELEVATION SCALE: 1/8' = 1'-0" NORTH EL = 121'-9 1/4" AFF. 106'-0" AFF jj ob EL = 106'-0" AFF CMU WALL T.O. CMU ED CNN EL = 11 V-0" AFF B.O. SOFFIT EL = 100'-0" FINISH FLOOR KEY NOTES: OJAMES HARDIE-PLANK LAP SIDING WITH 4" EXPOSURE. PAINTED. OJAMES HARDIE-BOARD AND BATTEN 510IN6. PAINTED. OSYNTHETIC STONE #1 OSYNTHETIC STONE #2 OSYNTHETIC STONE SILL/ HEAD/ WATERTABLE OREAL TRIM. PAINTED. OA5PHALT SHIN6LE5 WITH UNDERLAYMENT AS SPECIFIED. OSINGLE HUNG VINYL WINDOW, INSTALL CLEAR LOW-E GLASS. OPREFINI5HED STANDING SEAM METAL AWNING/ ROOF. 10 SHUTTERS A5 SPECIFIED. II WOOD COLUMN' PAINTED. 12 WOOD BRACKET/ BEAM AND TRIM ASSEMBLY, PAINTED. PAINTED METAL HANDRAIL - HOT 13 DIPPED GALVANIZED. 14 6' PREFINISHED ALUMINUM 6UTTER/ DOV45POUT. SPILLS TO GRADE ON SPLASH BLOCK. 15 DOOR AS SCHEDULED. I6 DECORATIVE LIGHT FIXTURE - WALL 5GONCE I� EXHAUST GRILL/ ROOF VENT 18 CONTINUOUS RIDGE VENT, SEE ROOF I PLAN. I9 CONCRETE STOOP LOUVER/ CLOSED BACK 21 SKYLIGHT - AS 50HEOM D - ALWAYS OCCURS FACING NORTH. ® CONCRETE STEPS SEE SECTIONS. ©JAMES HARDI-PLANK 5TAGGERED- EDGE NOTCHED PANEL SIDING. 03 MAINTENANCE ELEVATION SCALE: 1/8' = 1'-0" EAST • gg-;y... •. _ .L Q. 01 MAINTENANCE ELEVATION EL = 108'-8" AFF T.O. CMU WALL TRASH COMPACTOR N.I.G. EL = 109'-0" AFF T.O. PLATFORM L = 100'-0" INISH FLO ��; '.C5 ,.. � s . y� ,�s s , ° o >i r /�,;;�!�,Yr;� Campus is y , Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com SHEET NO. NviW41 A-," 200-1 MAINTENANCE ELEVATIONS COPYRIGHT@2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN SCALE: 1/8' = 1'-0' SOUTH GENERAL CONDITIONS: CODE & DESIGN SPECIFICATIONS GENERAL: 2009 INTERNATIONAL BUILDING CODE IS USED AS THE BASIC CODE DOCUMENT. THIS IS SUPPLEMENTED BY THE FOLLOWING ADDITIONAL CODES AND REFERENCES TO BE USED FOR DESIGN, DETAILING AND CONSTRUCTION: A. STRUCTURAL STEEL: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS OF AISC (LATEST EDITION) B. STRUCTURAL CONCRETE: 2008 BUILDING CODE FOR REINFORCED CONCRETE OF THE AMERICAN CONCRETE INSTITUTE (ACI 318-08) C. STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS AND JOIST GIRDERS (SJI) AND AISC (LATEST EDITION). DESIGN LOADS: (LIVE LOAD) ROOF 20 PSF FLOOR 40 PSF WIND 90 MPH - 3 SEC GUST EXPOSURE C ROOF UPLIFT 10 PSF SEISMIC PARAMETERS: 1. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND DETAILS BEFORE FABRICATION OR CONSTRUCTION AND REPORT ANY DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS TO THE STRUCTURAL ENGINEER. 2. THE CONTRACTOR SHALL COORDINATE ALL LEAVE -OUTS, SLEEVES AND OTHER SLAB PENETRATIONS BEFORE CONSTRUCTION. 3. THE CONTRACTOR SHALL NOT PROCEED WITH FABRICATION OF STRUCTURAL ELEMENTS WITHOUT PRIOR REVIEW OF ALL SHOP DRAWINGS BY THE STRUCTURAL ENGINEER. 4. THE STRUCTURAL ENGINEER'S REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE CONTRACT DOCUMENTS, NOR FROM ANY ERRORS IN THE SHOP DRAWINGS. 5. CONTRACT DOCUMENTS: THE GENERAL CONTRACTOR SHALL OBTAIN ALL CONTRACT DOCUMENTS AND LATEST ADDENDA AND SUBMIT SUCH DOCUMENTS TO ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD. 6. RESPONSIBILITY OF THE CONTRACTOR FOR STABILITY OF THE STRUCTURE DURING CONSTRUCTION: ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE STRUCTURAL ENGINEER TO RESIST THE REQUIRED CODE VERTICAL AND LATERAL FORCES THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED BRACING AND SHORING DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF ALL STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PROCESS UNTIL THE STABILITY -PROVIDING SYSTEM IS COMPLETELY INSTALLED AND THE STRUCTURE IS COMPLETELY TIED TOGETHER. 7. CONFLICTS IN STRUCTURAL REQUIREMENTS: WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE ENGINEER, SHALL GOVERN. 8. STABILITY AND BRACING OF MASONRY WALLS DURING CONSTRUCTION: THE CONTRACTOR SHALL ADEQUATELY BRACE AND SHORE ALL MASONRY WALLS AT ALL STAGES OF CONSTRUCTION TO RESIST ERECTION LOADS AND LATERAL LOADS THAT COULD POSSIBLY BE APPLIED PRIOR TO COMPLETION OF CONSTRUCTION. 9. CONTRACTOR SUBSTITUTIONS: MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL THAT DIFFER FROM THE MATERIAL OR PRODUCTS SPECIFIED IN THE STRUCTURAL CONTRACT DOCUMENTS WILL BE APPROVED ONLY IF THE FOLLOWING CRITERIA ARE SATISFIED: A. A COST SAVINGS TO THE OWNER IS DOCUMENTED AND SUBMITTED WITH REQUEST. B. THE MATERIAL OR PRODUCT COMPLIES WITH THE SAME ASTM SPECIFICATIONS 10. SITE OBSERVATION BY THE STRUCTURAL ENGINEER: THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES AND SEQUENCE. THE ENGINEER SHALL NOT HAVE CONTROL NOR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF TECH NISTRU CTU RES, INC. IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR PROCEEDS IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THE OWNER AGAINST DEFECTS OR DEFICIENCIES IN THE WORK OF THE CONTRACTOR. 11. MAINTENANCE STATEMENT: PERIODIC MAINTENANCE IS REQUIRED TO ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO ENVIRONMENT. A PLANNED PROGRAM OF MAINTENANCE SHALL INCLUDE, BUT IS NOT LIMITED TO, SUCH ITEMS AS, PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATING FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE. 12. REPRODUCTION: THE USE OF ELECTRONIC FILES OR REPRODUCTIONS OF THESE CONTRACT DOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SHALL NOT BE PERMITTED. 13. SHOP DRAWING REVIEW: CONTRACTOR SHALL REVIEW AND STAMP AND ALL SHOP DRAWINGS PRIOR TO SUBMITTING THE DRAWINGS TO THE ARCHITECT/ENGINEER. CONTRACTOR SHALL ALLOW UP TO TEN (10) WORKING DAYS FROM THE DAY THAT THE SHOP DRAWINGS ARE RECEIVED AT THE ENGINEER'S OFFICE FOR REVIEW AND RETURN OF THE SHOP DRAWINGS. FOUNDATION: 1. THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN GEOTECHNICAL REPORT #A1105006 PREPARED BY TERRACON, DATED FEBRUARY 16, 2010. THE CONTRACTOR SHALL INCORPORATE THE DETAILS OF THIS REPORT INTO THE PROJECT. 2. THE FOUNDATION SHALL BE SUPPORTED BY SPREAD FOOTINGS/GRADE BEAMS FOUNDED IN THE EXISTING SOIL AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE ALLOWABLE BEARING PRESSURE FOR THE CONTINUOUS AND ISOLATED FOOTINGS IS 2000 PSF. 3. THE BUILDING PAD SHALL EXTEND FIVE FEET BEYOND THE BUILDING LINES. 4. THE SITE SHALL BE STRIPPED A MINIMUM OF SIX INCHES TO REMOVE ALL BRUSH AND DEBRIS. 5. THE BUILDING PAD SHALL BE CUT AND FILLED AS NOTED IN SECTION "4.2 EARTHWORK" OF THE GEOTECHNICAL REPORT. PROOF ROOL THE BUILDING PAD AS NOTED IN THE REPORT AND REPLACE ANY WEAK AREAS AS REQ'D. 6. PROVIDE A 15 MIL VAPOR BARRIER BENEATH ALL BUILDING SLABS. VAPOR BARRIER SHALL CONFORM TO ASTM E 1745 CLASS A AND ASTM E 96 WITH A PERMEANCE RATING OF 0.01 PERMS OR LOWER. 7. ALL FILL REQUIRED SHALL BE SELECT FILL WITH PI BETWEEN 7 AND 15 WITH A LIQUID LIMIT BETWEEN 32 AND 38. THE FILL SHALL BE COMPACTED IN EIGHT INCH LIFTS AND BE COMPACTED TO 95% STANDARD PROCTOR DENSITY. ALL FILL SHALL BE IN ACCORDANCE WITH SECTION 4.2 "EARTHWORK" IN THE GEOTECHNICAL REPORT. 8. ALL FILL SHALL BE TESTED FOR COMPACTION. TEST SHALL BE PERFORMED WITH EVERY LIFT WITH ONE TEST PER 5000 SQUARE FEET. STRUCTURAL CONCRETE: 1. TYPICAL CONCRETE SHALL BE HARDROCK CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED BELOW AT 28 DAYS. FIVE SACKS (470 LBS) MINIMUM OF CEMENT PER CUBIC YARD SHALL BE USED. READY -MIXED CONCRETE SHALL CONFORM TO ASTM C94. MIX DESIGN SHALL INCLUDE LOCATION WHERE CONCRETE IS TO BE USED. GRADE BEAMS 3000 PSI SLAB -ON -GRADE 3000 PSI 2. CONCRETE SLUMPS SHALL BE FIVE INCHES MAXIMUM AND THREE INCHES MINIMUM. 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. AGGREGATE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE ONE INCH. 4. ALL CONCRETE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST A.C.I. SPECIFICATIONS. 5. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60. 6. REINFORCING STEEL SHALL BE DESIGNED, DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST A.C.I. "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (A.C.I.315) AND THE C.R.S.I. "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS", LATEST EDITION. 7. REINFORCEMENT SPLICES SHALL LAP A MINIMUM OF 40 BAR DIAMETERS OR 24 INCHES MINIMUM UNLESS OTHERWISE NOTED. BAR SPLICES AT LOCATIONS OF HIGH STRESS ARE NOT PERMITTED. SPLICES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 8. PROVIDE SPACERS, CHAIRS, BOLSTERS, TIES AND OTHER ACCESSORIES CONFORMING TO THE REQUIREMENTS OF THE C.R.S.I. 9. NO CALCIUM CHLORIDE SHALL BE PERMITTED IN THE CONCRETE MIX. 10. A MAXIMUM OF 20% FLY ASH MAY BE INCORPORATED IN THE MIX DESIGN. WOOD FRAMING: 1. ALL ROOF JOISTS, FLOOR JOISTS. BEAMS HEADERS AND SILL PLATES SHALL HAVE THE MINIMUM PROPERTIES OF SOUTHERN PINE 42, ALLOWABLE STRESSES PER THE NATIONAL DESIGN SPECIFICATION SUPPLEMENT 1997 EDITION, 15% MAX MOISTURE CONTENT. 2. ALL 2X STUD FRAMING SHALL HAVE THE MINIMUM PROPERTIES OF SOUTHERN PINE STUD GRADE, ALLOWABLE STRESSES PER THE NATIONAL DESIGN SPECIFICATION SUPPLEMENT 1997 EDITION, 19% MAX MOISTURE CONTENT. 3. GLUE LAMINATED WOOD SHALL MEET THE AITC SPECIFICATION FOR 24-V4 DOUGLAS FIR (MINIMUM). 4. ALL DIMENSION LUMBER SHALL BE GRADE STAMPED PER W.C.L.B. RULES 5. SILL PLATES AND OTHER MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED FOR MOISTURE RESISTANCE. 6. PLYWOOD DECK AND SHEATHING SHALL BE C-D, EXTERIOR GRADE. 7. PLYWOOD ROOF SHEATHING SHALL BE ORIENTED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. ATTACH PLYWOOD TO FRAMING WITH 10D NAILS AT 6" O.C. AT PANEL PERIMETER AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. PROVIDE [PANEL CLIPS AT MIDSPAN BETWEEN SUPPORTS] [SOLID BLOCKING AT ALL PANEL EDGES]. 8. SHEARWALL SHEATHING SHALL BE APPLIED DIRECTLY TO WALL FRAMING. REFER TO SHEAR WALL DETAILS AND SCHEDULES FOR NAILING REQUIREMENTS. PROVIDE SOLID BLOCKING AT ALL UNSUPPORTED PANEL EDGES. 9. ALL DECK IS TO BE FABRICATED TO RUN CONTINUOUSLY OVER ALL OPENING. DO NOT CUT OPENING IN DECK PRIOR TO PLACING OF EQUIPMENT. 10. SHEATHING AT PERIMETER AND ALL CORRIDOR WALLS SHALL BE %g" OSB U.N.O. 11. TONGUE AND GROOVE DECK SHALL BE "LOCK -DECK" AS MANUFACTURED BY DISDERO. 12. ALL "LOCK -DECK" SHALL HAVE THE MINIMUM PROPERTIES OF CEDAR. 13. "LOCK -DECK" SHALL BE CONTINUOUS OVER A MINIMUM OF 2 SPANS AND SHALL BE INSTALLED ACCORDING TO THE MFR'S SPECIFICATIONS. 14. COORDINATE WITH SPECIFICATIONS FOR "LOCK -DECK" SPECIES, GRADE, PATTERN, SURFACE TEXTURE, AND FINISH. PREFABRICATED WOOD TRUSSES: 1. PREFABRICATED WOOD TRUSS OUTLINES ARE SHOWN. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF SLOPES AND CONTROLLING ELEVATIONS. 2. TRUSSES SHALL BE DESIGNED TO CARRY THE FOLLOWING LOADS (U.O.N.): ROOF LIVE LOAD 20 PSF FLOOR LIVE LOAD 40 PSF FLOOR LIVE LOAD (BALCONIES) 60 PSF FLOOR LIVE LOAD (CORRIDORS) 100 PSF TOP CHORD DEAD LOAD 10 PSF TOP CHORD DEAD LOAD (CORRIDORS) 20 PSF BOTTOM CHORD DEAD LOAD 5 PSF ROOF UPLIFT 10 PSF SELF WEIGHT AND ANY APPLICABLE CONCENTRATED LOADS 3. ALL TRUSSES SHALL HAVE TRIANGULATED PANELS. 4. ALL CONCENTRATED LOADS, INCLUDING REACTIONS, SHOULD OCCUR AT PANEL POINTS. 5. THE MINIMUM TOP CHORD MEMBER SIZE SHALL BE 2X6 FRAMING AND MINIMUM BOTTOM CHORD SHALL BE 2X4 FRAMING. FINAL DESIGN SHALL BE PER THE TRUSS MANUFACTURER. THE TRUSS MANUFACTURER SHALL PROVIDE ALL CONNECTIONS TO THE STRUCTURE, UNLESS NOTED OTHERWISE. ALL WOOD TO WOOD CONNECTORS SHALL BE BY SIMPSON STRONG -TIE CO. UNLESS NOTED OTHERWISE. 6. ALL TRUSSES SHALL HAVE HORIZONTAL RESTRAINT AT ONE END ONLY. 7. THE TRUSS MANUFACTURER SHALL SUBMIT BRACING LAYOUT FOR APPROVAL ALONG WITH TRUSS DESIGN. BRACING DESIGN SHALL BE BY SUPPLIER. 8. FRAMING MATERIAL SHALL BE NO.2 GRADE KD SOUTHERN YELLOW PINE OR DOUGLAS FIR, MMG 19%. PROVIDE ALLOWABLE BENDING STRESS OF 1500 PSI WITH A MODULUS OF ELASTICITY OF 1,700,000 PSI, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 9. THE DESIGN AND FABRICATION OF ALL WOOD TRUSSES SHALL MEET THE FOLLOWING: "NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS", BY NATIONAL FOREST PRODUCTS ASSOCIATIONS'S LATEST REVISIONS. "TIMBER CONSTRUCTION STANDARDS", BY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, LATEST REVISIONS. "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", BY TRUSS PLATE INSTITUTE, LATEST REVISIONS. 10. THE WOOD TRUSSES SHALL BE CUSTOM DESIGNED TO FIT THE DIMENSIONS AND LOADS INDICATED ON THE PLANS. ALL DESIGNS SHALL BE IN ACCORDANCE WITH THE ALLOWABLE VALUES PER THE BUILDING CODE. COMPLETE DESIGN CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND CONNECTIONS ARE TO BE AVAILABLE UPON REQUEST FOR EACH TRUSS DESIGN. THE DESIGN OF THE TRUSSES ARE REQUIRED TO BE UNDER THE SUPERVISION OF A REGISTERED ENGINEER AND SHALL BE SEALED BY SAID ENGINEER. 11. SHOP DRAWINGS SHALL BE FURNISHED BY THE MANUFACTURER SHOWING ALL CRITICAL DIMENSIONS FOR DETERMINING FIT AND PLACEMENT IN THE BUILDING AS WELL AS THE LOADS THE TRUSSES ARE DESIGNED TO SUPPORT. THESE DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 12. THE TRUSSES, IF STORED PRIOR TO ERECTION, SHALL BE STORED IN A VERTICAL POSITION AND PROTECTED FROM THE WEATHER. THEY SHALL BE HANDLED WITH CARE SO THEY ARE NOT DAMAGED. 13. THE TRUSSES ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS, THE APPROVED TRUSS DRAWINGS AND INSTALLATION SUGGESTIONS. TEMPORARY CONSTRUCTION LOADS WHICH CAUSE MEMBER STRESSES BEYOND DESIGN LIMITS ARE NOT PERMITTED. ERECTION BRACING IN ADDITION TO SPECIFIED BRIDGING IS TO BE PROVIDED TO KEEP THE TRUSS STRAIGHT AND PLUMB AS REQUIRED TO ASSURE ADEQUATE LATERAL SUPPORT FOR THE INDIVIDUAL TRUSS AND THE ENTIRE SYSTEM UNTIL THE SHEATHING MATERIAL HAS BEEN APPLIED. 14. THE CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO ENCLOSING THE TRUSSES TO PROVIDE OPPORTUNITY FOR OBSERVATION OF INSTALLATION. CONCRETE MASONRY UNITS: 1. ALL CONCRETE MASONRY UNITS SHALL BE ASTM C-90 GRADE N TYPE 1 MEDIUM WEIGHT UNITS. 2. ALL CONCRETE MASONRY UNITS SHALL BE PLACED IN STRICT ACCORDANCE WITH LATEST ACI SPECIFICATIONS FOR CONCRETE MASONRY STRUCTURES. 3. ALL MORTAR SHALL BE ASTM C-270, TYPE S MORTAR CONSISTING OF PORTLAND CEMENT, LIME AND AGGREGATE. 4. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150. AGGREGATE SHALL CONFORM TO ASTM C-144. HYDRATED LIME SHALL CONFORM TO ASTM C-207. 5. NO CALCIUM CHLORIDE OR FLY ASH SHALL BE PERMITTED IN THE MORTAR MIX. 6. VERTICAL CELLS SHOWN ON PLANS OR IN SECTION AS GROUTED SOLID SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL CELL MEASURING NOT LESS THAN 2 INCHES BY 3 INCHES. 7. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH 3000 PSI GROUT. 8. ALL GROUT SHALL HAVE A MAXIMUM AGGRETATE SIZE OF 3/8 INCH ROUND. 9. VERTICAL REINFORCING SHALL BE #5 BARS AT A MAXIMUM SPACING OF 24" O.C. UNLESS OTHERWISE NOTED ON THE DRAWINGS. THE FIRST CELL AT CORNERS AND AT ENDS OF WALLS SHALL BE REINFORCED WITH 245 VERTICAL BARS FULL HEIGHT. ALL REINFORCED CELLS SHALL BE GROUTED SOLID. ALL REINFORCING SHALL BE IN PLACE PRIOR TO GROUTING 10. ALL SPLICES IN REINFORCING BARS SHALL LAP A MINIMUM OF FORTY (40) BAR DIAMETERS. 11. HORIZONTAL REINFORCING SHALL BE HEAVY DUTY DUR-O-WALL (TRUSS TYPE) AT SIXTEEN (16) INCHES O.C. 12. ALL WALLS AND LINTELS SHALL BE TEMPORARILY BRACED/SHORED AS REQUIRED UNTIL CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING/SHORING. 13. ALL LOAD -BEARING CMU SHALL HAVE SPECIAL INPECTIONS PERFORMED BY A THIRD PARTY TESTING FACILITY. STRUCTURAL STEEL: 1. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", (LATEST EDITION). 2. WIDE FLANGE SHAPES SHALL BE ASTM A992, GRADE 50. ALL OTHER MEMBERS AND MISCELLANEOUS SHAPES SHALL BE A36 UNLESS NOTED OTHERWISE. 3. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B. STRUCTURAL PIPES SHALL CONFORM TO ASTM A53, GRADE B. 4. WELDING SHALL BE PER THE LATEST AWS STANDARDS WITH SERIES E70XX ELECTRODES. ALL WELDS IN FIELD TO BE DONE BY CERTIFIED WELDERS. 5. PROVIDE FILLET WELDS AT ALL CONTACT JOINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLESS DETAILED OTHEWISE ON THE DRAWINGS. 6. ALL WELDS TO EXISTING MEMBERS SHALL BE 3/16" FILLET WELDS ALL AROUND UNLESS NOTED OTHERWISE. 7. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING A.S.T.M. A325 BOLTS OR A490 BOLTS" AS APPROVED BY THE RESEARCH COUNCIL ON RIVETED AND BOLTED JOINTS USING A325 BOLTS. 8. SHEAR CAPACITY OF CONNECTIONS (BOTH WELDED AND BOLTED) SHALL NOT BE LESS THAN THE NOTED SHEAR OR 55% OF THE ALLOWABLE BEAM LOAD AS TABULATED IN THE A.I.S.C. MANUAL OF STEEL CONSTRUCTION, PART 2, FOR SIZE AND SPAN, WHICHEVER IS LARGER. 9. UNLESS OTHERWISE NOTED, ALL STEEL SHALL BE SHOP PRIMED WITH FAST -CURING, LEAD AND CHROMATE -FREE, UNIVERSAL MODIFIED ALKYD PRIMER COMPLYING WITH PERFORMANCE REQUIREMENTS OF FS TT-P-664 SELECTED FOR GOOD RESISTANCE TO NORMAL ATMOSPHERIC CORROSION. 10. ALL STEEL AND BRICK LINTEL ANGLES EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED TO CONFORM WITH G-60. 11. DO NOT PAINT STEEL THAT IS EMBEDDED IN CONCRETE. POST -TENSION SLAB -ON -GRADE GENERAL NOTES: DESIGN 1. FOUNDATIONS SHOWN ON THESE DRAWINGS HAVE BEEN DESIGNED USING ACCEPTED ENGINEERING PRACTICES. 2. THIS DESIGN DOES NOT ALLOW FOR IMPROPER DRAINAGE, TREES LOCATED TOO CLOSE TO THE FOUNDATION OR IMPROPER MAINTENANCE. 3. ALL TENDONS ARE 270 K 7 STRAND CABLE, Y DIAMETER. ALL SLABS ARE 5" THICK, WITH PORTLAND CEMENT; 5Y SACK (MIN.) MIX; 3000 PSI AT 28 DAYS; PT COMPRESSION = 125 PSI (MIN.); WATER/CEMENT RATIO = .52 (MAX.) (PROVIDE CORNER BARS AT ALL EXTERIOR CORNERS AND INTERSECTIONS.) 4. THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS MADE IN GEOTECHNICAL REPORT #A1105006 PREPARED BY TERRACON, DATED FEBRUARY 16, 2010. THE CONTRACTOR SHALL INCORPORATE THE DETAILS OF THIS REPORT INTO THE PROJECT. COORDINATION 1. BUILDING CONTRACTOR MUST VERIFY ALL DROPS, OFF -SETS, BRICK LEDGES AND BLOCKOUTS ON ARCHITECTURAL PLANS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES THAT MAY EXIST ON THESE PLANS. 2. BUILDING CONTRACTOR MUST COORDINATE STRUCTURAL PLANS WITH THE ARCHITECTURAL AND M.E.P. PLANS FOR ALL OPENS, INSERTS AND OTHER RELATED ITEMS REQUIRED TO COMPLETE THE FOUNDATION. MATERIAL 1. CONCRETE IN FOUNDATION BEAMS AND SLABS MUST ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT THE TIME OF STRESSING. CONCRETE DESIGN MIX AND CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE A.C.I. BUILDING CODE REQUIREMENTS (ACI 318 AND ACI 301 LATEST EDITION) TO INSURE QUALITY CONCRETE. 2. PRESTRESSING STRAND SHALL BE 7 - WIRE, UNCOATED GRADE 270K, STRESS RELIEVED OR LOW RELAXATION STEEL WITH CORROSION PREVENTATIVE LUBRICANT AND WRAPPED WITH PLASTIC SHEATHING, ALL CONFORMING TO ASTM A416. END ANCHORAGE DEVICES WILL CONFORM TO P.T.I. DESIGN SPECIFICATIONS. ALL DEAD END ANCHORAGE MUST BE FACTORY SEATED OR POWER SEATED. 3. REFER TO GENERAL NOTES SECTION "STRUCTURAL CONCRETE" FOR ADDITIONAL INFORMATION. CONSTRUCTION 1. BEAM DIMENSIONS ARE THE MINIMUM SIZE REQUIRED AND MAY NOT BE REDUCED OR ENLARGED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 2. PREPARE SOIL UNDER SLABS IN COMPLIANCE WITH SOIL REPORT SITE PREPARATION RECOMMENDATIONS. PROVIDE CERTIFICATION OF COMPLIANCE UPON REQUEST. 3. CONCRETE SHALL BE WELL CONSOLIDATED, PARTICULARLY IN THE VICINITY OF THE TENDON ANCHORAGE. 4. PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE. FINISHING OF SLAB SURFACES SHALL COMPLY WITH THE RECOMMENDATIONS OF ACI 302.1 AND 304. 5. SUPPORT TENDONS AND BARS SECURELY TO PREVENT BOTH VERTICAL AND HORIZONTAL MOVEMENT DURING PLACEMENT OF CONCRETE. 6. ALLOW 8" DIAMETER, CENTERED ON TENDON AXIS, BY 36" LENGTH FOR STRESSING EQUIPMENT CLEARANCE. 7. IF TENDON SHEATHING IS DAMAGED FOR 5" OR MORE IT MUST BE RESHEATHED TO PREVENT CONCRETE FROM BONDING TO THE CABLE. 8. THERE WILL BE NO PLUMBING LINES RUNNING PARALLEL TO AND WITHIN OR UNDER ANY FOUNDATION BEAM. PLUMBING MAY CROSS A FOUNDATION BEAM OR RUN PARALLEL TO A FOUNDATION BEAM AT 5'-0" (MIN.) FROM CENTERLINE OF THE BEAM. 9. PROVIDE 7 DAY CURING OF SLAB IMMEDIATELY AFTER FINISHING USING ONE OF THE FOLLOWING METHODS: A. CONTINUOUSLY WATERED BURLAP B. WATERPROOF MEMBRANES C. SPRAYED -ON LIQUID MEMBRANE 10. PROTECT THE CONCRETE SURFACE BETWEEN FINISHING OPERATIONS ON HOT, DRY DAYS OR ANY OTHER TIME THAT PLASTIC SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP, PLASTIC MEMBRANE OR FOGGING. PROTECT CONCRETE SLAB AT ALL TIMES FROM RAIN, HAIL OR OTHER INJURIOUS EFFECTS. 11. AN INDEPENDENT CERTIFIED TESTING LABORATORY SHALL VERIFY AND PROVIDE REPORTS CERTIFYING THE FOLLOWING: A. CONCRETE PLANT BATCH TICKETS FOR EACH TRUCK VERIFY THAT THE CONCRETE MATCHES THE APPROVED DESIGN MIX. B. CONCRETE SLUMP IS IN ACCORDANCE WITH APPROVED DESIGN MIX. C. CONCRETE PLACEMENT OPERATIONS ARE IN ACCORDANCE WITH ACI SPECIFICATIONS. D. PROPER CURING METHODS ARE BEING UTILIZED. 12. NO CONCRETE SHALL BE PLACED OUTSIDE OF THESE SPECIFICATIONS WITHOUT THE OWNER'S PRIOR APPROVAL. ANY ITEMS NOT IN COMPLIANCE WITH THE OUTLINED SPECIFICATION SHALL BE REPORTED TO THE OWNER AND STRUCTURAL ENGINEER WITHIN 24 HOURS. QUALIFICATION POST TENSION CONTRACTOR WILL, UPON REQUEST, FURNISH THE FOLLOWING: 1. LABORATORY TEST ON ANCHORAGE SYSTEM. 2. LATEST CALIBRATION DATE OF EQUIPMENT USED. 3. LABORATORY TEST COEFFICIENT OF FRICTION ON STRANDS. 4. MIL TEST CERTIFICATION ON STRANDS. STRESSING 1. Y2" DIAMETER TENDONS SHALL BE ANCHORED AT 28.9K PER TENDON, BUT MAY BE INITIALLY STRESSED AT 33.OK PER TENDON. 2. TO REDUCE OR ELIMINATE POSSIBLE SHRINKAGE CRACKS, EACH TENDON SHOULD BE STRESSED TO ABOUT 11 KIPS 16 HOURS AFTER CONCRETE PLACEMENT OR AT APPROXIMATELY 1000 PSI CONCRETE STRENGTH. LONG AND NARROW SLABS CAN BE DONE AS RECOMMENDED IN THE ABOVE SPECIFICATIONS. 3. ELONGATION REPORT MUST BE PROVIDED BY A QUALIFIED ENGINEERING FIRM, OR OTHERS APPROVED BY TECH NI STRUCTURES, INC. REPORT MUST SHOW BUILDING SHAPE, TENDON LOCATION AND NUMBER, AND ACTUAL LENGTH OF ELONGATION. SPECIAL NOTES 1. EXTERIOR BEAMS ARE TO EXTEND 18" (MIN.) INTO UNDISTURBED SOIL. 2. DO NOT SCALE THESE PLANS. 3. POST -TENSION TERMS USED: A. CABLE OR STRAND: STEEL WIRE ROPE WITHOUT COATING OR ATTACHMENTS. B. TENDON: COMPLETE ASSEMBLY OF ALL MATERIAL TO BE PUT IN TENSION PER ASTM-A416. TECHNI STRUCTURES,INC. Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 ISSUED FOR PERMIT 04/15/10 O' B R I E NI 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. } I 0 NOTESGENERAL X REG #F2"8 STRUCTURAL EN43INEERINO CONSULTANTS 5220 McKinney Avenue Suite 300 Dallas, Texas 75205 214/528.1725 (FAX) 214/529.1728 COPYRIGHT© 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN NAILING SCHEDULE CONNECTION TYPE FASTENING LOCATION JOIST TO SILL OR GIRDER 3- 8d COMMON (2l * 0.131 `) TOENAIL 3- 3"xO.131" NAILS BRIDGING TO JOIST 2- 8d COMMON (23 "0.131 `) TOENAIL EA END 2- 3"xO.131" NAILS 1 x6 SUBFLOOR OR LESS TO EACH JOIST 2- 8d COMMON (2l * 0.1311 FACE NAIL WIDER THAN 1 x6 SUBFLOOR TO EACH JOIST 3- 8d COMMON (2Y2"x0.1311 FACE NAIL 2" SUBFLOOR TO JOIST OR GIRDER 2- 16d COMMON (25iN0.162") BLIND AND FACE NAIL SOLE PLATE TO JOIST OR BLOCKING 16d (2h"x0.135")I AT 16" OC TYPICAL FACE NAIL 3"x0.131" NAILS AT 8" OC SOLE PLATE TO JOIST OR BLOCKING AT BRACED 3- 16d (V�N0.135") AT 16" OC BRACED WALL PANEL WALL PANEL 4- 3"xO.131" NAILS AT 16" OC . TOP PLATE TO STUD 2- 16d COMMON (3l�"4.162") END NAIL 3- 3"x0.131" NAILS STUD TO SOLE PLATE 4- 8d COMMON (2�*4.1311 TOE NAIL 4- 3"xO.131" NAILS 2- 16d COMMON (,VzNO.162') END NAIL 3- 3"x0.131 " NAILS DOUBLE STUDS 16d (3YZ"x0.135") AT 24" OC FACE NAIL 3"xO.131" NAILS AT 8" OC DOUBLE TOP PLATES 16d (3Vi"0.135' AT 16" OC TYPICAL FACE NAIL 3"xO.131 " NAILS AT 12" OC DOUBLE TOP PLATES 8- 16d COMMON (,V "NO.162") LAP SPLICE 12- 3"xO.131" NAILS BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3- 8d COMMON (2,�NO.131' TOE NAIL 3- 3"xO.131" NAILS RIM JOIST TO TOP PLATE 8d (2Y%0.131') AT 6" OC TOE NAIL 3"xO.131" NAIL AT 6" OC TOP PLATES, LAPS AND INTERSECTIONS 2- 16d COMMON (3Vi"x0.162')I FACE NAIL 3- 300.131" NAILS CONTINUOUS HEADER, TWO PIECES 16d COMMON (3ui"0.1621 16" OC ALONG EDGE CEILING JOISTS TO PLATE 3- 8d COMMON (2Y2"x0.131' TOE NAIL 5- 3"xO.131" NAILS CONTINUOUS HEADER TO STUD 4- 8d COMMON (23 "0.131' TOE NAIL CEILING JOISTS, LAPS OVER PARTITIONS 3- 16d COMMON (,V "NO.1621 FACE NAIL 4- 3"xO.131" NAILS CEILING JOISTS TO PARALLEL RAFTERS 3- 16d COMMON (3kz"x0.1621 FACE NAIL 4- 3"xO.131" NAILS RAFTER TO PLATE 3- 8d COMMON (2X"0.131') TOE NAIL 3- 3"xO.131" NAILS 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2- 8d COMMON (2Yi"x0.131") FACE NAIL 2- 3"xO.131" NAILS 1 "x8" SHEATHING TO EACH BEARING 3- 8d COMMON (2Nz"x0.131 ") FACE NAIL WIDER THAN 1"x8" SHEATHING TO EACH BEARING 3- 8d COMMON (2X* 0.1311 FACE NAIL BUILT-UP CORNER STUDS 16d COMMON (,02"0.1621 24" OC 3- 3"xO.131" NAILS BUILT-UP GIRDER AND BEAMS 20d COMMON (4"xO.192") AT 32" OC FACE NAIL AT TOP AND BOTTOM 3NO.131" NAIL AT 24" OC STAGGERED ON OPPOSITE SIDES 2- 20d COMMON (40.192") FACE NAIL AT ENDS AND 3- 3"0.131" NAILS AT EACH SPLICE 2" PLANKS 16d COMMON (3YZ"x0.1621 AT EACH BEARING COLLAR TIE TO RAFTER 3- 10d COMMON (3YZ"x0.148") FACE NAIL 4- 3"xO.131" NAILS JACK RAFTER TO HIP 3- 10d COMMON (3"0.148") TOE NAIL 4- 3"xO.131" NAILS 2- 16d COMMON (3�"4.1621 FACE NAIL 3- 3"x0.131" NAILS ROOF RAFTER TO 2x RIDGE BEAM 2- 16d COMMON (3"x0.162") TOE NAIL 3- 3"xO.131" NAILS 2- 16d COMMON (3�"4.1621 FACE NAIL 3- 3"xO.131" NAILS JOIST TO BAND JOIST 3- 16d COMMON (312"x0.162j FACE NAIL 4- 3"x0.131" NAILS LEDGER STRIP 3- 16d COMMON (3Yi"4.162") FACE NAIL 4- 3"xO.131" NAILS WOOD STRUCTURAL PANELS AND PARTICLEBOARD )¢" AND LESS 8d (2 -4.131 ") NAILS SPACED AT 6" OC AT EDGES SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2%"xO.1130 NAIL 12" AT INTERMEDIATE SUPPORTS 1%2= TO Y4" 8d (2N2"x0.1311 WHERE SPANS ARE 48" OR MORE 2%"xO.113" NAIL 369 TO 1" ((3.0.1 SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 8-) 10 Ub" TO 1Y" 10d (3"x0.148") % TO FRAMING) 8d (2X"4.1311 DS Y4" AND LESS 6d (2"x0.113')I DS 36" TO 1" 8d (2 2- 0.1311 DS 1)6" TO 1Y" 10d (3"4.148") 8d (2l "4.131 ") DS PANEL SIDING (TO FRAMING) Xz" OR LESS 6d (2"x0.113')1 " 8d (23 ` 0.1311 FIBERBOARD SHEATHING h- 6d COMMON NAIL (2- 0.113") 2%2" 8d COMMON NAIL (23 "0.131 *) INTERIOR PANELING %" 6d (2-4.113") PANEL SUPPORTS AT 24". CASING OR FINISH NAILS SPACED AT 6" ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORTS. 1. ALL NAILS TO BE COMMON WIRE NAILS, UNO. 2. DS INDICATES DEFORMED SHANK. IS TYP BEAM TO COL MOMENT CONNX ANCHOR BOLTS FOR LIGHT POLE BY OTHERS 3 TIES OR PAVEMENT ]ENFORCEMENT: RTICAL 0 12" OC i TIES 01 TYP LIGHT POLE DETAIL (2) 16d FOR 6" DEEP HEADER ADD (1) 16d FOR EA ADD'L 2" OF DEPTH SIMPSON LCE4 (TYP) 2x KING STUD EA SIDE OF OPENING (2) 2x KING STUD WHERE OPENING IS LARGER THAN 8'-0' 00, HEA1 PLM DBL STU[ 16d 2- , (2) 1ER; SEE S FOR SIZE CRIPPLE S, TYP AT 12" OC C, NOTE: ALL CORNER BARS TO W BE SAME SIZE AND SPACING ? AS HORIZONTAL REINFORCEMENT Q � O Q� m N � M O J 3 m I lk Li ?x WINDOW SILL 16d EA END 10 TYP STUD WALL OPENING 16 TYPICAL PLATE DETAIL 30 BAR DIAMETERS 2'-0" MIN NOTE: ALL CORNER BARS TO BE SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT ir O J a 3 30 BAR DIAMETERS �_ 30 BAR DIAMETERS 2'-0" MIN �- 2'-0" MIN 02 TYPICAL CORNER BAR iY9" SHEAR KEY PLAN ADD'L 3 STIRRUPS EA SIDE DETAILS eLevAnox TYPICAL GRADE BEAM 06 CONSTRUCTION JT DETAIL- PROVIDE SIMPSON STRAP TIE 0 EACH END OF SHEAR WALL (SEE SHEAR WALL DETAIL) nr. L tHrAn 1"►1 I r\rr111 SHEAR WALL i VERT 4 03 TYPICAL DETAIL AT PILASTER MASONRY LINTEL SCHEID CLEAR SPAN LINTEL LENGTH LINTEL HEIGHT REINF FOR CONC BLOCK BOND BEAM 6" WIDE 8" WIDE 12" WIDE 4'-0" 5'-4" 7%" 2- #4 2- #4 2- #4 6'-0" 7'-4" 7%" 2- #5 2-#5 2- #5 8'-O" 9'-4" 15%" 2- 15 2- 15 2- #6 1- #5 VERT IN CELL FILL CELL W/ 3000 PSI CONCRETE GROUT. BOND BEAM OVER PROVIDE STANDARD OPENING ACI HOOK INTO BOND BEAM, TYPICAL T U_ 0 W N Z 3- #5 VERT z �W U a 3- #4 o= a PLACE 15 MIL VAPOR BARRIER OVER 4" COMPACTED SAND 04 TYP POST -TENSION SLAB DETAIL 2- #5 VERT 3- #4 I I I 1-#5 VERT IN CELL PROVIDE 15 DOWELS FILL CELL W/ 3000 FACE OF CMU x 4'-0" LONG WITH PSI CONCRETE GROUT. WALL OPENING 2'-0" EMBEDMENT PROVIDE STANDARD INTO CONCRETE WALL ACI HOOK INTO BOND OR BEAM, TYPICAL BEAM, TYPICAL. EXTERIOR WALL CONDITION 07 MASONRY LINTEL SCHED & WALL REINF " TOUNGE & GROOVE YWOOD FLOOR DECK, TYP 4NG-NAIL" TRUSS AS NOTED 2x4 DIAGONAL BLOCKING BETWEEN TRUSSES BELOW SHEAR WALLS TRUSSES PARALLEL TO SHEAR WALLS I. LOCATE ENDWALL TRUSS AT CL OF SHEAR WALLS 2. PROVIDE 2x BLOCKING AT ALL PANEL EDGES 11 FLOOR TRUSS AT SHEAR WALL P-T SLAB RE: PLAN 1'-0" 10" 56" 6" " 5" 1Y" TYP e : � : `n 0 a a it- HSS4"x4" -tk- HSS6"x6" PL Y"x10"x10" PL-"x12"x1'-0" 4- Y4"0 A.B. 4- N4"0 A.B. 05 TYP BASE PLATE DETAIL SCALE: 3/4"=1'-O" 1'-i" i t-%" 08 TOP PLATE SPLICE DETAIL PIPE PER MEP DOUBLE TOP PLATE II II II SIMPSON RPS22 II NOTE: PIPE PENETRATION SHALL BE AT LEAST S-0" AWAY FROM TOP PLATE SPLICE LOCATIONS 09 TOP PLATE STRAP AT PIPE PENETRATION SCALE: 3/4"=1'-O" 2x STUDS AT 16" OC (RE: ARCH FOR SIZE) 2- 16d NAILS AT 32" OC PARTITION WALL FOUNDATION 12 SOLE PLATE CONNX SCALE: 3/4"=1'-O" 2x STUD WALL Y" TOUNGE & GROOVE RE: ARCH PLYWOOD FLOOR DECK, TYP OVER ACOUSTIC MAT EACH BLOCKING 2x BLOCKING AT32'OC FLR TRUSSES 0 24" OC 2x STUD WALL SIMPSON STC RE: ARCH AT EACH BLOCKING 13 PARTITION WALL DETAIL SCALE: 3/4"=1'-O" -" TOUNGE & GROOVE PLYWOOD FLOOR DECK, TYP 1" GYPCRETE OVER ACOUSTI-MAT 2x STUD WALL RE: ARCH 2- 16d NAILS PER TRUSS Q I- 0 2x STUD WALL RE: ARCH SIMPSON STC � AT EACH TRUSS 14 PARTITION WALL DETAIL SCALE: 3/4"=1'-O" r 9. r i y,. ,,.. i5 6 Campus 1 J Villa 11e Communities CAMPUS VILLAGE AT COLLEGE STATION - COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04/15/10 0'B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com b $54b ysf_ AAA...'i R � f£ KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. 02 TECH NI STRUCTURES,INC. STRUCTURAL ENGINEERINGENGINEERINGCONSULTANTS TYPICAL DETAILS 5220 McKinney Avenue Suite 300 COPYRIGHT a 2010 OBRIEN THESE DRAWINGS, OR PARTS D811ae, Temis 75205 THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY 214/528.1725 (FAX) 214/528.1728 METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN TX REG #F2998 LEVEL 3 LEVEL 2 LEVEL 1 EXTENTS OF SHEAR WALL RE: PLAN 01 SHEAR WALL DETAIL SCALE: NTS 2— 2x6 STUDS EA END OF SHEAR WALL 0 LEVEL 3 TRUSS BEARING OR -NDWALL TRUSS SEE PLAN FOR SEARING CONDITION SIMPSON CS16x52" ACH END OF WALL N O LEI � N O 2— 26 STUDS A END OF SHEAR NALL ® LEVEL 2 'ROVIDE 2x BLOCKING AT ALL PANEL EDGES TRUSS BEARING OR -NDWALL TRUSS SEE PLAN FOR 3EARING CONDITION 2— SIMPSON CS16x52" ACH END OF WALL N O W N N O 3x6 POST A END OF SHEAR NALL 0 LEVEL 1 1 LEVEL 2 �" DIA ANCHOR BOLT AT 32" OC 3IMPSON HDU11—SDS2.5 :ACH END OF SHEAR WALL LEVEL 1 31MPSON SB 100 ACH HOLDOWN EXTENTS OF SHEAR WALL RE: PLAN 02 SHEAR WALL DETAIL SCALE: NTS 2— 2x STUDS EA END OF SHEAR WALL ® LEVEL 3 TRUSS BEARING OR :-'NDWALL TRUSS SEE PLAN FOR 3EARING CONDITION SIMPSON CS16x52" ACH END OF WALL N O W N N O 2— 2x STUDS A END OF SHEAR NALL 0 LEVEL 2 ?ROVIDE 2x BLOCKING AT ALL PANEL EDGES TRUSS BEARING OR :NDWALL TRUSS SEE PLAN FOR SEARING CONDITION SIMPSON CS16x52" EACH END OF WALL N O W N N O 2— 2x STUDS A END OF SHEAR NALL 0 LEVEL 1 LEVEL 3 �" DIA ANCHOR BOLT AT 32" OC SIMPSON HDU2—SDS2.5 ACH END OF SHEAR WALL LEVEL 1 SIMPSON SSTB14 ACH HOLDOWN EXTENTS OF SHEAR WALL RE: PLAN 03 SHEAR WAL SCALE: NTS L DETAIL SHEAR WALL SCHEDULE PANEL TYPE SHEATHING EDGE NAILING FIELD NAILING TYPE-1 �(s" OSB (EXT) 8d ® 6" OC 8d ® 12" OC TYPE-2 3(6" OSB (EXT) 8d ® 4" OC 8d 0 12" OC TYPE-3 3(6" OSB (EXT) 8d ® 3" OC 8d ® 12" OC TYPE-4 �6" s " OSB (EXT) GYP (INT) 8d ® 3" 6d ® 4" OC OC 8d 0 12" OC 6d ® 7" OC TYPE-5" GYP (INT) 6d ® 4" OC 6d ® 7" OC TYPE-6" GYP (INT) BOTH SIDES 6d ® 4" OC 6d ® 7" OC EXT = EXTERIIOR WALL SHEATHING INT = INTERIOR WALL SHEATHING 2— 2x6 STUDS EA END OF SHEAR WALL 0 LEVEL 3 TRUSS BEARING OR 7-NDWALL TRUSS SEE PLAN FOR SEARING CONDITION SIMPSON CS1662" ACH END OF WALL N O Li.1 N d' \ N O 2— 26 STUDS A END OF SHEAR NALL ® LEVEL 2 'ROVIDE 2x BLOCKING AT ALL PANEL EDGES TRUSS BEARING OR :-'NDWALL TRUSS SEE PLAN FOR 3EARING CONDITION SIMPSON CS16x52" ACH END OF WALL N O W N N O Z— 2x STUDS A END OF SHEAR NALL ® LEVEL 1 I " DIA ANCHOR BOLT AT 32" OC 3IMPSON HDU2—SDS2.5 ACH END OF SHEAR WALL 3IMPSON SSTB14 ACH HOLDOWN Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5Er 03/15/10 155UED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010, www.obrienarch.com KEITH LESLIE = ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. V of TECHNI STRUCTURES,INC. SHEAR WALL DETAILS STRUCTURAL ENGINEERING CONSULTANTS 5220 McKinney Avenue Suite 300 Dallas, Texas 75205 COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY 214/528-1725 (FA)q 214/529.1728 METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN TX REG #F2"8 LEVEL 3 LEVEL 2 LEVEL 1 EXTENTS OF SHEAR WALL RE: PLAN 01 SHEAR WALL DETAIL SCALE: NTS 2— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 3 TRUSS BEARING OR NDWALL TRUSS SEE PLAN FOR 3EARING CONDITION 31MPSON CMST14x76" SACH END OF WALL (V O Lit N (V O 2— 2x STUDS A END OF SHEAR WALL 0 LEVEL 2 PROVIDE 2x BLOCKING AT ALL PANEL EDGES TRUSS BEARING OR ENDWALL TRUSS SEE PLAN FOR BEARING CONDITION SIMPSON CMST14x76" EACH END OF WALL N O W N N O 6X6 POST EA END OF SHEAR WALL 0 LEVEL 1 DIA ANCHOR BOLT AT 32" OC SIMPSON HDU14—SDS2.5 EACH END OF SHEAR WALL SIMPSON S13100 EACH HOLDOWN LEVEL 3 LEVEL 2 LEVEL 1 EXTENTS OF SHEAR WALL RE: PLAN 02 SHEAR WALL DETAIL SCALE: NTS 2— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 3 TRUSS BEARING OR :NDWALL TRUSS SEE PLAN FOR SEARING CONDITION 3IMPSON CS16x52" ACH END OF WALL (V O W N 0= fV O 2— 2x STUDS A END OF SHEAR WALL 0 LEVEL 2 PROVIDE 2x BLOCKING AT ALL PANEL EDGES TRUSS BEARING OR ENDWALL TRUSS SEE PLAN FOR 3EARING CONDITION 2— SIMPSON CS16x52" EACH END OF WALL N O L4J N Q= � N O 3— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 1 " DIA ANCHOR BOLT AT 32" OC SIMPSON HDU8—SDS2.5 EACH END OF SHEAR WALL SIMPSON SB %x24 EACH HOLDOWN LEVEL 3 LEVEL 2 LEVEL 1 EXTENTS OF SHEAR WALL RE: PLAN 03 SHEAR WALL DETAIL SCALE: NTS SHEAR WALL SCHEDULE PANEL TYPE SHEATHING EDGE NAILING FIELD NAILING TYPE-1 (s" OSB (EXT) 8d 0 6" OC 8d 0 12" OC TYPE-2 3(6" OSB (EXT) 8d 0 4" OC 8d 0 12" OC TYPE-3 3(6" OSB (EXT) 8d 0 3" OC 8d 0 12" OC TYPE-4 3(6" %" OSB (EXT) GYP (INT) 8d 0 3" 6d 0 4" OC OC 8d 0 12" OC 6d 0 7" OC TYPE-5 %" GYP (INT) 6d 0 4" OC 6d 0 7" OC TYPE-6 " GYP (1NT) BOTH SIDES 6d 0 4" OC 6d 0 7" OC EXT = EXTERIIOR WALL SHEATHING INT = INTERIOR WALL SHEATHING REG #F29! 2— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 3 TRUSS BEARING OR ENDWALL TRUSS SEE PLAN FOR 3EARING CONDITION 31MPSON CS16x52" ACH END OF WALL N O O: N O 2— 2x STUDS A END OF SHEAR WALL 0 LEVEL 2 PROVIDE 2x BLOCKING AT ALL PANEL EDGES TRUSS BEARING OR ENDWALL TRUSS SEE PLAN FOR 3EARING CONDITION SIMPSON CS16x52' EACH END OF WALL N O W N N O 3— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 1 h8" DIA ANCHOR BOLT AT 32" OC SIMPSON HDU2—SDS2.5 EACH END OF SHEAR WALL SIMPSON SSTB14 EACH HOLDOWN TECHNI STRUCTURES,INC. STRUCTURAL ENGINEERING CONSULTANTS 5220 McKinney Avenue Suite 300 Dallas, Texas 75205 214/5284725 (FAX) 214/528.1729 Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REV EPi 5ET 03/15/10 155UED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. S1 04 0 SHEAR WALL DETAILS COPYRIGHT© 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN I� LEVEL 1 EXTENTS OF SHEAR WALL RE: PLAN 01 SHEAR WALL DETAIL SCALE: NTS 2— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 3 TRUSS BEARING OR ENDWALL TRUSS SEE PLAN FOR 3EARING CONDITION SIMPSON CS16x52" EACH END OF WALL N O W N N O SIC 2— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 2 PROVIDE 2x BLOCKING AT ALL PANEL EDGES TRUSS BEARING OR ENDWALL TRUSS SEE PLAN FOR BEARING CONDITION SIMPSON CS16x52" EACH END OF WALL N O W N N O 3— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 1 %" DIA ANCHOR BOLT AT 32' OC SIMPSON HDU2—SDS2.5 EACH END OF SHEAR WALL SIMPSON SSTB14 EACH HOLDOWN LEVEL 3 LEVEL 2 LEVEL 1 EXTENTS OF SHEAR WALL RE: PLAN 02 SHEAR WA SCALE: NTS LL DETAIL 2— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 3 TRUSS BEARING OR NDWALL TRUSS SEE PLAN FOR 3EARING CONDITION SIMPSON CMST14x76" :ACH END OF WALL (V O L4J N fV O 2— 2x STUDS :A END OF SHEAR WALL 0 LEVEL 2 PROVIDE 2x BLOCKING AT ALL PANEL EDGES TRUSS BEARING OR ENDWALL TRUSS SEE PLAN FOR BEARING CONDITION SIMPSON CMST1476" EACH END OF WALL (V Elf W N N O Ag 3— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 1 %" DIA ANCHOR BOLT AT 32" OC SIMPSON HDU8—SDS2.5 EACH END OF SHEAR WALL SIMPSON SB%x24" EACH HOLDOWN LEVEL 3 LEVEL 2 i EXTENTS OF SHEAR WALL RE: PLAN 03 SHEAR WALL DETAIL SCALE: NTS SHEAR WALL SCHEDULE PANEL TYPE SHEATHING EDGE NAILING FIELD NAILING TYPE-1 3�6' OSB (EXT) 8d 0 6" OC 8d 0 12" OC TYPE-2 R6' OSB (EXT) 8d 0 4" OC 8d 0 12' OC TYPE-3 R6' OSB (EXT) 8d 0 3" OC 8d 0 12" OC TYPE-4 �6" - OSB (EXT) GYP (INT) 8d 0 3" 6d 0 4" OC OC 8d 0 12" OC 6d 0 7" OC TYPE-5 " GYP (INT) 6d 0 4" OC 6d 0 7" OC TYPE-6 � GYP (INT) BOTH SIDES 6d 0 4" OC 6d 0 7" OC EXT = EXTERIIOR WALL SHEATHING INT = INTERIOR WALL SHEATHING 2— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 3 TRUSS BEARING OR NDWALL TRUSS SEE PLAN FOR 3EARING CONDITION 3IMPSON CS16x52" :ACH END OF WALL N O N O 2— 2x STUDS -:4 END OF SHEAR `HALL 0 LEVEL 2 3ROVIDE 2x BLOCKING AT ALL PANEL EDGES TRUSS BEARING OR :NDWALL TRUSS SEE PLAN FOR 3EARING CONDITION SIMPSON CS16x52" EACH END OF WALL N O N O 3— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 1 h8" DIA ANCHOR BOLT AT 32" OC SIMPSON HDU2—SDS2.5 EACH END OF SHEAR WALL SIMPSON SSTB14 EACH HOLDOWN Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155LED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DF, KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. 01 05 TECHNI STRUCTURES,INC. ° SHEAR WALL DETAILS STRUCTURAL ENGINEERING CONSULTANTS 5220 McKinney Avenue Suite 300 Dflllar, Texse iS2OS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY 214/528.1725 (FAX) 214/528.1728 METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN TX REG #FS LEVEL 2 LEVEL 1 EXTENTS OF SHEAR WALL RE: PLAN 01 SHEAR WALL DETAIL SCALE: NTS 2— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 3 TRUSS BEARING OR ENDWALL TRUSS SEE PLAN FOR SEARING CONDITION SIMPSON CMST 1476" EACH END OF WALL N O W N CV O 2— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 2 PROVIDE 2x BLOCKING AT ALL PANEL EDGES TRUSS BEARING OR ENDWALL TRUSS SEE PLAN FOR BEARING CONDITION SIMPSON CMST 1476" EACH END OF WALL CV O CV O 6x6 POST EA END OF SHEAR WALL 0 LEVEL 1 %" DIA ANCHOR BOLT AT 32" OC SIMPSON HDU14—SDS2.5 EACH END OF SHEAR WALL SIMPSON SIB 1 x30 EACH HOLDOWN LEVEL 3 LEVEL 2 LEVEL 1 EXTENTS OF SHEAR WALL RE: PLAN 02 SHEAR WALL DETAIL SCALE: NTS 2— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 3 TRUSS BEARING OR ENDWALL TRUSS 3EE PLAN FOR SEARING CONDITION 31MPSON CMST 1476" EACH END OF WALL CV O W Cn N O 2— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 2 3ROVIDE 2x BLOCKING AT ALL PANEL EDGES TRUSS BEARING OR ENDWALL TRUSS SEE PLAN FOR BEARING CONDITION SIMPSON CMST 1476" EACH END OF WALL (V O LEI 5 \ CV 41 O 6x6 POST EA END OF SHEAR WALL 0 LEVEL 1 %" DIA ANCHOR BOLT AT 32" OC SIMPSON HDU14—SDS2.5 EACH END OF SHEAR WALL SIMPSON SIB 1x30 EACH HOLDOWN LEVEL 3 LEVEL 2 LEVEL 1 EXTENTS OF SHEAR WALL RE: PLAN 03 SHEAR WALL DETAIL SCALE: NTS SHEAR WALL SCHEDULE PANEL TYPE SHEATHING EDGE NAILING FIELD NAILING TYPE-1 �(6" OSB (EXT) 8d 0 6" OC 8d'0 12" OC TYPE-2 3f6" OSB (EXT) 8d 0 4" OC 8d 0 12" OC TYPE-3 3f6" OSB (EXT) 8d 0 3" OC 8d 0 12" OC TYPE-4" �6" OSB (EXT) GYP (INT) 8d 0 3" 6d 0 4" OC OC 8d 0 12" OC 6d 0 7" OC TYPE-5 fib" GYP (INT) 6d 0 4" OC 6d 0 7" OC TYPE-6" GYP .(INT) BOTH SIDES 6d 0 4" OC 6d 0 7" OC EXT = EXTERIOR WALL SHEATHING INT = INTERIOR WALL SHEATHING 2— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 3 TRUSS BEARING OR :NDWALL TRUSS 3EE PLAN FOR SEARING CONDITION 31MPS011 CS16x52" EACH END OF WALL JN O liJ N CV O 2— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 2 PROVIDE 2x BLOCKING AT ALL PANEL EDGES TRUSS BEARING OR ENDWALL TRUSS SEE PLAN FOR BEARING CONDITION 2— SIMPSON CS16x52" EACH END OF WALL CV O CV O 3— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 1 %" DIA ANCHOR BOLT AT 32" OC SIMPSON HDU5—SDS2.5 EACH END OF SHEAR WALL SIMPSON SBT820 EACH HOLDOWN ../fi ......I,'4 1. "J R., Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS - A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/I5/10 155UED FOR PERMIT 04/15/10 O M B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com i'/q qyC �v !f S s KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. 0-6 TECHNI STRUCTURES,INC. . SHEAR WALL DETAILS STRUCTURAL ENGINEERING CONSULTANTS 5220 McKinney Avenue Suite 300 ii8i1188, Texas 7S2OS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY 214/528.172S (FAX) 214/528.1728 METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN XG #F9 �i 1 LEVEL 2 LEVEL 1 EXTENTS OF SHEAR WALL RE: PLAN Ol SHEAR WALL DETAIL, SCALE: NTS 2— 2x STUDS EA END OF SHEAR WALL ® LEVEL 2 PROVIDE 2x BLOCKING AT ALL PANEL EDGES TRUSS BEARING OR ENDWALL TRUSS SEE PLAN FOR BEARING CONDITION SIMPSON CS14x82" EACH END OF WALL W N N 0 3— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 1 LEVEL 2 %" DIA ANCHOR BOLT AT 32" OC SIMPSON HDU8—SDS2.5 EACH END OF SHEAR WALL LEVEL 1 SIMPSON SB %x24 EACH HOLDOWN EXTENTS OF SHEAR WALL RE: PLAN 02 SHEAR WALL DETAIL SCALE: NTS 2— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 2 PROVIDE 2x BLOCKING AT ALL PANEL EDGES TRUSS BEARING OR ENDWALL TRUSS SEE PLAN FOR BEARING CONDITION SIMPSON CS14x82" EACH END OF WALL N O Of N N 0 6x6 POST EA END OF SHEAR WALL 0 LEVEL 1 %" DIA ANCHOR BOLT AT 16" OC SIMPSON HDU11—SDS2.5 EACH END OF SHEAR WALL SIMPSON SB 100 EACH HOLDOWN LEVEL 2 LEVEL 1 EXTENTS OF SHEAR WALL RE: PLAN 03 SHEAR WA SCALE: NTS LL DETAIL SHEAR WALL SCHEDULE PANEL TYPE SHEATHING EDGE NAILING FIELD NAILING TYPE-1 3(6" OSB (EXT) 8d 0 6" OC 8d 0 12' OC TYPE-2 Rs" OSB (EXT) 8d 0 4" OC 8d ® 12" OC TYPE-3 3(6" OSB (EXT) 8d 0 3" OC 8d 0 12" OC TYPE-4 �s" • OSB (EXT) GYP (INT) 8d 0 3" OC 6d 0 4" OC 8d 0 12" 6d 0 7" OC OC TYPE-5 " GYP (INT) 6d 0 4" OC 6d 0 7" OC TYPE-6 " GYP ONT) BOTH SIDES 6d 0 4" OC 6d 0 7" OC EXT = EXTERIIOR WALL SHEATHING INT = INTERIOR WALL SHEATHING M PROVIDE 2x BLOCKING AT ALL PANEL EDGES 3— 2x STUDS EA END OF SHEAR WALL 0 LEVEL 1 %" DIA ANCHOR BOLT AT 32" OC SIMPSON HDU8—SDS2.5 EACH END OF SHEAR WALL SIMPSON SB %x24 EACH HOLDOWN TECHNI STRUCTURES,INC. STRUCTURAL ENOINEERINO CONSULTANTS 5220 McKinney Avenue Suite 300 Dallas, Texas 75205 214/529.1725 (FAX) 214/528.1729 / r Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEw 5ET 03/15/10 155UED FOR PERMIT 04/15/10 •it O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com v. SH./yy 5'. 594�%/S i�y s��vt04 y KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M0 SHEAR WALL DETAILS COPYRIGHT© 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O BRIEN :.::::::.::::::.: /. �........:.....::. i. .:..................................:..... ....................................... / i.. r � /45 12 ° �� �%. 6 12 12 12 S I r .. • f+ 1 /S.. /. S_..4..... %... J V ....,.. c �4"4 1. :.✓ 5,.5... s..%.Se. 8 12 4.25 �� 4 , , , � , , Campus 6� Village g Communities CAMPUS VILLAGE AT VARIES 2'-0" VARIES 1'-4 VARIES COLLEGE STATION TRUSS T-1 TRUSS T-7 TRUSS T-10. TRUSS T-17. GIRDER G-1 COLLEGE STATION, SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE TEXAS DL = 105 PLF A DEVELOPMENT BY: LL = 140 PLF CADDIS DEVELOPMENT 12 GROUP, LLC 6 F- 12 ISSUE LOG 12 6 12 NO. DESCRIPTION DATE 12 4 T 12 8 8 DL = 1.7K 155LED FORPERMIT 04/15/10 6F— LL = 11.3K R t� ":2�-O- VARIES TRUSS T-2, TRUSS T-8. TRUSS T-11- GIRDER G-2, SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE DL = 1.8K LL = 1.9K VARIES 12 • 6 F— 12 VARIES 8 F- 12 12 12 12 12 8� --18 8F— �8 6 " 2'-0" 1'-4" V" TRUSS T-3 TRUSS T-9 TRUSS T-12. SCALE: NONE SCALE: NONE SCALE: NONE 12 6 TRUSS T-18 GIRDER G-3 SCALE: NONE SCALE: NONE 12 12 12 12 6� �6 6� 16 12 12 6� TRUSS T-4. TRUSS T-6. TRUSS T-13 SCALE: NONE SCALE: NONE SCALE: NONE j' VARIES VARIES - 12 12 6 12 12 6 12 12 O ' B R I E N 1 6� �601 5310 HARVEST HILL RD. SUITE 136 GIRDER G-4 DALLAS, TEXAS 75230 SCALE: NONE 972. 788. 1010 www.obrienarch.com TRUSS T-5 TRUSS T-14 TRUSS T-16 SCALE: NONE SCALE: NONE SCALE: NONE • '. Avg wa f��'4 �y` �.���.j? •, � 12 12 12 12�° 4{' ' 6 6 „t f ll 1.�vv/l++///4f%�ySSvSi 8cr4594 6 6 , ,,,jf ;ZL �% .�,`� y � •,hey," .�n�'� VARIES KEITH LESLIE - ENGINEER TRUSS T-15 GIRDER G-5 GIRDER G-6 GIRDER G-7 REGISTRATION NO.35413 DATE: JOB: SCALE: SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE 04.15.10 29093 NOTE: SHEET NO. LOADS SHOWN DO NOT INCLUDE LOADS IMPOSED BY ADJACENT TRUSS MEMBERS TECHNI STRUCTURES,INC. ° TRUSS PROFILES i STRUCTURAL ENOINEERINC9' CONSULTANTS 5220 McKinney Avenue Suite 300 D811a86 Texas 75205 PYRIGHT@ 2010 OBRIEN THESE DRAWINGS, OR PARTS THOEREOF, MAY NOT BEREPRODUCED W ANY FORM, BY ANY 2141528.1725 (FAX) 214/528.1728 METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN TX REG #F2998 00 I �n r2) n � 95'-1" 14'-6" 66'-1" 14'-6" 01 12'-1}2" 16'-4" 9'-2" 16'-4" 12'-%w 6" 4 EQ SP 4 EQ SP 4 EQ SP o 3 EQ SP L. o 4 EQ SP 4 EQ SP 4 EQ SP .6W." 11 TYP TYP O O O Q ° — — — — ° ° N N R R O _ O I O - - --, - -, ---- r- - - , r- - v ao II II I _ II W 10 AT RE-E4NTRANT I I N R CORNERS, TYP I I I 01/S3.01 F___-1 r— ► i t I I I I I I I --1 �___� II II II II II II II II L _ _ —.J L — J L — _ — _ _ _ J L _ _ _ — _ J L _ _ _ — J L — _ — _ — _ J L _ _ _ _ _ — J L _ J L _ _ _ J r----� r--i r- - - - - -- �- 7 r- - - - -- - -------I r-� r--- v 1 F II it II II II II II II i a " RIBS RUNNING IN THIS I I I RIBS RUNNING IN THIS DIRECTION SHALL HAVE DIRECTION SHALL HAVE II II II � II II II II 3 BOTTOM TENDONS 02/S3.01 2 BOTTOM TENDONS II II II II v II II II .� II II II II II II II II 01/S3.01 L _ _ _ LL _ J L — — _ — — _ J L _ _ _ _ _ J L _ _ _ — J L _ _ _ — — _ J L _ _ — — _ _ J L _ J _ _ _ J 8'-11}2" 6'-%- 13'-gY" 13'-$1�" 10'-1" 13'-W2" 13'-$ " 6'-1J�" 8'-1 %w CL 26 2-d- in I II II N II II II II I LO I I I I I III III III I I I M r- -- r--7 F - - - - - - 7 �- ---- ---- r-------- - - - - —, r---I 01/S3.01 II II II II II II II p 5" POST TENSION CONCRETE I I I I I I I SLAB ON 15 MIL VAPOR BARRIER - I I I ON 4' COMPACTED SAND. COORD FF EL W/ GRADING PLAN I I I I I I I (n o II II II II II II II I W L_ _J L__—___J L— ____J L____J L__ ___J L___ —_J L_ _J L___J to F� F -� r- ---, - - - - - -- ---—� I ------ I I I r � -----------i 0 L 01 .J L 01 S3I I I I I I R er ____/ ____I I I � I I I " I I4r co Ncy II I I II w — J L — — — J — — — L — — — — — — J L_ — — — J c V U-3 CD � I 16, " I 8'-11 LI 16' S1'2" I R 0 o �10I I o cMn i� ri tD ci V-6" 1 r-6" !Y•- TYP TYP ) LO 13'-4" 12'-2" 13'-4.4 o 26,-7Yi" 41'-10" 26,-7Y2" FOUNDATION PLAN NOTES: BUILDING TYPE I 1. ELEVATIONS GIVEN ARE BASED ON FINISHED FLOOR=100'-0" 2. VERIFY ALL DOOR OPENING LOCATIONS WITH ARCHITECTURAL PLANS Ol POST -TENSION FOUNDATION PLAN. SCALE: 1 /8"=1'-O" 0 2 K 95'-1" 14'-6" 66'-1" 14'-6" 0 0 4 Nr N 6' N O �O 6' O �O +6' 4 R 00 I in R b I 6 a I 00 i I n 1 00 LO I O I 6 I 0 I 00 I iA 2 3 95'-1" 14'-6" 66'-1" 14'-6" 41 NOTE: qzsO INTERIOR SHEARWALLS/SHEATHING v�i SHALL EXTEND TO BOTTOM OF DECK. o Ui 0 0 rn FRAMING PLAN NOTES: o 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. BUILDING I LDI NG TYPE I 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE 2x6 STUDS AT 16" ON CENTER. ALL OTHER WALL SHALL BE 2x STUDS AT 16" ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES. 02 2nd FLOOR FRAMING PLAN 3. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND THE FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION. SCALE: 1 /8"=1'-O" 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES. 1 2 3 0 00 LO I 0 1 0 0 cI o 11 I LO HEADER SCHED TYPE MEMBER H-1 3- 2x10 H-2 3- 2x6 H-3 3- 2x8 H-4 %0 2 GLU-LAM H-5 6x12 95'-1" 14'-6" 66'-1" 14'-6" L1 Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com I . I .::::: �... �..:.I 2 2" T 3IJ f.-T 1 T 3 2" = N* I 2" 0 2" 0 2" O I C r �, 01/S5.01 H 2 v I I •-- I -a- I —I• -I—I I I I I I I I I I I I I I I H 2fbgf,1 h- a. co 00 #� I �"'H H 2 H 1 -2 -1 -2IL2 F10 I I I I 12x61 I I I I. I I 11 0 124" IOC I I I I KEITH LESLIE - ENGINEER x1 REGISTRATION NO.35413 ° ° I ° ° N +� o 0 04DATE: JOB: 1510 2 093 SCALE: Qo5 L I t O NOTE: INTERIOR SHEARWALLS/SHEATHING RE: 05/S2.10 SHEET NO. N N N SHALL EXTEND TO BOTTOM OF DECK. CO TYP 0 0 0 BUILDING TYPE IN NO FRAMING PLAN NOTES: � ILDING TYPE �3 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. 10 05 OVERBUILD PLAN 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE2x6STUDS AT16"ON CENTER. ALL OTHER 04 ROOF FRAMING PLAN 'I�cHNI STRUCTURES,INC. BUILDING TYPE I WALL SHALL BE 2x STUDS AT 16" ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES. STRUCTURAL ENGINEERING CONSULTANTS SCALE: 1 /8"=1'-0" SCALE: 1 /8"=1'-0" PLANS 5220 McKinney Avenue 3. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND THE Suite 300 COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION, Dallas, Texas 75205 THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY 214/529.1725 (FAX) 214/528.1728 METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN LM CONSENT FROM OBRIEN 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES. TX REa #F2998 A _ co LnI 0 01 /S3.01 01 /S3.01 00 Ln I 6" :. 4 EQ SP 4 4' yV" FOUNDATION PLAN NOTES: 1. ELEVATIONS GIVEN ARE BASED ON FINISHED FLOOR=100'-0" 2. VERIFY ALL DOOR OPENING LOCATIONS WITH ARCHITECTURAL PLANS 1 2 111'-5" 88'-5" ten'-ot�" BUILDING TYPE II 01 POST -TENSION FOUNDATION PLAN �E pia=l.-o. 3 4 3 4 EQ SP 6" 111'-5" 11'-6" 88'-5' 11'-6" 0 N 0 L;j I I J N = 2 V) 02/S4.01 02/S4.01 O 4- Cn 0 NOTE: INTERIOR SHEARWALLS/SHEATHING Q o (n 410 (n SHALL EXTEND TO BOTTOM OF DECK. o FRAMING PLAN NOTES: BUILDING TYPE II 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE 2x6 STUDS AT 16" ON CENTER. ALL OTHER 03 3rd FLOOR FRAMING PLAN WALL SHALL BE 2x STUDS AT 16" ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES. SCALE: 1 /8"=1'-O" 3. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND THE FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION. 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES. 4 'CO Ln I 02/S4.01 3 4 111'-5" 88'-5" yO yO V V cn cn o+0 1:vz) 4x 4 4 4 \ 4x 1 1 NI I I IN 4x[I 4 a I I I C*4 0 �061 NOTE: 0 Q 1*0 `S> o INTERIOR SHEARWALLS/SHEATHINGV) SHALL EXTEND TO BOTTOM OF DECK. o 0 0 rn FRAMING PLAN NOTES: oN 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. BUILDING TYPE II 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE 2x6 STUDS AT 16" ON CENTER. ALL OTHER WALL SHALL BE 2x STUDS AT 16" ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FORWALLTM 02 2nd FLOOR FRAMING PLAN 3. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND T HE FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION. SCALE: 1/8"=1'-O" 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES. 1 2 111'-5" 11'-6" 88'-5" eo I Ln 02/S4.01 0 \ 0 w o 02/S4.01 I Ln o o o N N LO N \ \ \ 0 0 0 BUILDING TYPE II OS OVERBUILD PLAN 200 LO1 02/S4.01 �r 0 \ 0 _ w Ir 1 Q� W 2 Cn 02/S4.01 HEADER SCHED TYPE MEMBER H-1 3- 2x10 H-2 3- 2x6 H-3 3- 2x8 H-4 *12 GLU-LAM H-5 6x12 3 11'-6" 4 Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 1555UED FOR PERMIT 04/15/10 O B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com w rp .� I ... .... .... - rn ,ten`�w°avt 2 T- T-1 T-3 T 24 I I c> 1 /�F< I� y9 yVY4.✓�YO ® 1010 " OC ® 4" OC ® 4" OC T 01/S5 01 01 /S5.01 ® N N I ° I HI -1- I -I- _ � � ryas% r,d`y,•+,. � �� 00 ` `* s '�` sO a r 1 C 1a.� y�yis # f 9 H- - H 2 H 1 H 1 H 2 -2 -2 �" I I o o I o o KEITH LESLIE - ENGINEER LO (n Cn REGISTRATION NO.35413 0 o DATE: JOB: SCALE: NOTE: 04.15.10 29093 INTERIOR SHEARWALLS/SHEATHING RE: 05/S2.20 SHALL EXTEND TO BOTTOM OF DECK. SHEET NO. TYP FRAMING PLAN NOTES: RUM•� 1 1 PE Ilr�- 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. _ ..20 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE 2x6 STUDS AT 16" ON CENTER. ALL OTHER 04 ROOF FRAMING PLAN z:i2 WALL SHALL BE 2x STUDS AT 16" ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES. SCALE: 1 /8"=1'-O" 3. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND THE FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION. 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES. TECHNI STRUCTURES,INC.0 BUILDING TYPE II STRUCTURAL ENGINEERING CONSULTANTS PLANS 5220 McKinney Avenue Suite 300 Dallas, Texas 75205 COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY 214/528.1725 (FAX) 214/528.1729 METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN TX RE(i #F2998 CONSENT FROM O'BRIEN 111E-- -. -- - - -- _ i N BUILDING TYPE III 01 POST -TENSION FOUNDATION PLAN SCALE: 1 /8"=1'-0= FOUNDATION PLAN NOTES: 1. ELEVATIONS GIVEN ARE BASED ON FINISHED FLOOR=100'-0" 2. VERIFY ALL DOOR OPENING LOCATIONS WITH ARCHITECTURAL PLANS H-1 OPEN 1/8 x 12 GLU-LAM N N N N r-Ck::IY0:� n. a a a W W W W W W W W N in in 0 n H-1 02/S4.01 H-2 H 2 H 1 H-2 H-2 o H 1 H 2 o U414 H 2 o H 2 1 o H 2 H �o �_ �_ En 414 4 4 4 4 414 6+� IG 6+� .. \64+6 `o�ro 6fi6' co'�0 6+6' �o��o \6+6' 'OO��O��'OO�'2x BLOCKING BETWEEN NOTE: Q� o s� Q� o Q� o Q� o TRUSSES (TYP) INTERIOR SHEARWALLS/SHEATHING En SHALL EXTEND TO BOTTOM OF DECK. 110 FRAMING PLAN NOTES: 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE 2x6 STUDS AT 16" ON CENTER. ALL OTHER WALL SHALL BE 2x STUDS AT 16" ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES. 3. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND THE FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION. 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES. n i N U I Y;'P--E-_ Ol 2nd FLOOR FRAMING PLAN 0 0 0 0 HEADER SCHED TYPE MEMBER H-1 3- 200 H-2 3- 2x6 H-3 3- 2x8 H-4 %x12 GLU-LAM H-5 6x12 _ N 1 N Campus 1111Ail�Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. TECHNI STRUCTURES,INC. BUILDING TYPE III STRUCTURAL ENGINEERING CONSULTANTS PLANS 5220 McKinney Avenue Suite 300 Dallas, Texas iS2OS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY 214/528.1725 (FAX) 214/528.1729 METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN REG #F29! NOTE: INTERIOR SHEARWALLS/SHEATHING SHALL EXTEND TO BOTTOM OF DECK. V) 1-11 C:) FRAMING PLAN NOTES: 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE 2x6 STUDS AT 16"ON CENTER. ALL OTHER WALL SHALL BE 2x STUDS AT 16"ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES. 3. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND THE FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION. 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES. OVERBUILD TRUSSES 01/S5.01 BUILDING TYPE III 01 3rd FLOOR FRAMING PLAN SCALE: 1/8"=l'-O" C, 14-9 tz 1(r') I H-2 2x BLOCKING BETWEEN TRUSSES (TYP) (n CD CD C) LO to LO LO LO En (n V) C) 13 13 CI 13 13 El 13 13 o Ui LO 00 00 LO C> NOTE: LO to Ui LO SHALL EXTEND TO BOTTOM OF DECK. V) V) INTERIOR SHEARWALLS/SHEATHING LO FRAMING PLAN NOTES: 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. BUILDING TYPE III 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE 2x6 STUDS AT 16* ON CENTER. ALL OTHER 02 ROOF FRAMING PLAN WALL SHALL BE 2x STUDS AT 16"ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES. SCALE: 1/8"=1'-O" 3. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND THE FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION. 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES. LO I HEADER SCHED TYPE MEMBER H-1 3- 2x10 H-2 3- 2x6 H-3 3- 2x8 H-4 *12 GLU-LAM H-5 602 REG #F21. Sim 02/S5.01 AWNING RE: 03/S5.03 TECHNI STRUCTURES.,INC. STRUCTURAL ENGINEERING CONSULTANTS 5220 McKinney Avenue Suite 300 Dallas, Texas 75205 214/528-1725 (FA3Q 214/528-1729 Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC - - ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155LED FOR PERMIT 04/15/10 - 0 B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com 0 F 4 A R SITI -1 L oe, KEITH LESLIE ENGINEER REGISTRATION NO. 35413 DATE: JOB: SCALE: 04.15.10 2909I SHEET NO. 3 BUILDING TYPE III PLANS COPYRIGHT© 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 1 2 3 4 5 6 1 2 3 4 5 6 10 119'-11" 119'-11" 14'-11}¢" 30'-0" 30'-0" 30'-0" 14'-1 %" 14'-11}2" 30'-0" 30'-0" 30'-0" 14'-1 %" 22' 3Y" 7'-Ovw �72 22' V2" 7'->�" 22' " 7'-$12" 22' 3Y" 7'-174" 8' 0" 7'-174" 7'-1�" 8' 0" 7'-1�" 7'-1%» 8' 0» 7'-174" 7'-1�" 8' 0" 7'-1�" 14'-11y" 15'-0" 15'-0" 15'-0" 15'-0» 15'-0" - 15'-0" 14'-11}2" 01 6" 6" 6 EQ SP 3 EQ SP 5 E SP 3 EQ SP 5 E SP 3 EQ SP 6 BI SP 6" 6" O O (M •- O = _ 6 6 � O (M � O w 6 w 6 � O (M � O w w 6 6 � O o (M O p O . En M O N M O fM N O N p (M N Cn N LO N o o 0 0 0 0 0 "O o 6+6 +"6' 6'� M O 4 - O J QO`� O I O - - r I - - O - - r I - - En - - - - - X X Cif X I I o i N CD I I I I I JI�' x x x x x o x A EA WA E: 01 1. - ---i F--- - NAF- - -- r--- - - - --I r- - - -H_1 H_1- H_1- H_1- H-1 2- #4 x4'-o" I RE-ENTRANTCORNERS, I I I I I I 01 s3.o1 U- - n- - -H_1 _H_1 nAT TYP I I I I I I I I I o M o C:> I I I w N w N a= W N a W _ ;� N i a W _M/ N a_ NWWN\(RIBS 1-1UL_Irull� a= - 01/S4.01 RUNNING IN THIS I / / I a ;\ ® _ ® _® _®_®_®_DIRECTION SHALL HAVE I I I I I I / / `" I oO- °D - °a - °a - o° - "°aL--�-3 - - - - - - - -J L - - - - - - -1 L- - - - - - - -I L- BOTTOM TENDONS - - - - - - -J L- - - - - - - -J L- - - - - - - -I (� L / - - - - - - J w` ao N- TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS TRUSS GIRDER t w 01 0 o C> 14'-1 " 1}i I I = 15-0 I I 15-0 » I I » 15-0 I I 15-0 = I I w I I 15-0 t w 15-0 I I w 14-11 w 4-1Y „ 6 \ 0 N = En Cn _ \ Cn _ N _ N' En N _ N > ; _o Cn N > N 0 M O = a e 4J O = x o z Li,, lit o Lil z W _ I- x O = Lil � O _ = X o Z W Lit o l41 Z ly,, _ x O = Lil, Lil p .- = x o Z o Z x o _ W Lit O X o. Z CD Z o ~ X O 0 - W a O a O W W l o N W W 0 N 1 a O a O W I o N W o N t a o a o f IjjoN oN " 1 W 0 W 0 W 1 oN W _ of I I I• I I I 02/S3.01co 3 Q C0 CO J - - - - 1 L - - - - - - J - - - - - - - - - - - - I I I I 5/S .01 N N Cn N C u ' N r - - - - - - - - - - - - - N ^ j TRUSS GIRDER TRUSS GIRDER -- TRUSS GIRDER -- TRUSS GIRDER -- TRUSS GIRDER -- TRUSS GIRDER -- TRUSS GIRDER -- TRUSS GIRDER -GI - - -- - 7� �- ---- ------� r------- ------- ------ --------I ® ��\ I I W M 01/S3.01 I / / I 5" POST TENSIO RIBS RUNNING IN THIS I \ I _ j N > (nn N N- I CONCRETE » I // o SLAB ON 15 MI VAPOR BARRIER DIRECTION SHALL HAVE I I I \ I o � �' o � o � o F � o > �. o > c > I I 7 I I ON 4" COMPAC D SAND. I I I I 2 BOTTOM TENDONS I I I( \\ I 01/S4.01 W N W N N W N W i w- w // / I I I I COORD FF EL W/ GRADING PLAN ( I I I I I I I \ \ N O -® 0 W 0 p N W W N - �' W o N -o W o N -0 \ = o .�_ _ co � _ eo e it � 6 .. - - --� - - --�-- -04 - - -� �--- - - - L- - - \� N in _03S4.01 _ _ 03 S4.01 - L- : _ 03 S4.01 - 03 S4.01 03 S4.01 03 03 S4.01 S4.01 B B - - - _ - _ _ H- -2 H- -2 A : 01 / 1. H- -2 H- -2 EA WALL RE: 011511ij. H- -2 H- -2 EAn W cc [4#-lY4* J 4 -ty 4'-1y" I I 4'-1Y4 4 o `c N `° N X. N N N N N Fi COOSITERDINATE ❑ - _ - ❑ ❑ L - - o L - - J ❑ r� o L J ❑ `o co co ca' o LOCATION W/ N - - = x1 N x1SITE X1 \ PLAN PLAN x1 0 O o r4 �o� '� .0�6A� O �+ +6, O .0 6+� roil `� 6} .. No+co AO 6+E 0 C) 0 o 0 0 o COORDINATE ALL STAIRS O`' Q O S� QO 5 QO 5 QO 4INTERIOR N v"'i Cn cn cn Cn Cn WITH SITE PLAN AT AND REAR OF BLDG FRONT Cn o rri Cn COORDINATE NOTE: O o - O o 0 0 0 40 v"'i 0 0 0 04 CKi n o LOCATION W/ SHEARWALLS/SHEATHING Lri ,�; N N 0 0 o SITE PLAN SHALL EXTEND TO BOTTOM OF DECK. A A 01 /S4.01 1 2 BUILDING TYPE IV OI POST -TENSION FOUNDATION PLAN SCALE: 1 /8"=1'-O" FOUNDATION PLAN NOTES: 1. ELEVATIONS GIVEN ARE BASED ON FINISHED FLOOR=100'-0" 2. VERIFY ALL DOOR OPENING LOCATIONS WITH ARCHITECTURAL PLANS 3 4 5 119'-11" 14'-11Y2" 30'-0" 30'-0* 30'-0" 14'-11Y2" 14'-11Y" 15'-0" 15'-0" 15'-0" 15'-0" I 15'-0" 15'-0" I 14'-11" C. SHEARWA JE: 01/S1.03 SHEARWALL qE: 01/S1.03 SHEARWA �E: 01/S1.03 H-2 H-2 H-2 H-2 H-2 H-2 H-2 H-2 fn O N O N O N O U) O N N Cn O O Of O aw 1* w< CD w _ 0 w 1* aw °- �r 01/S4.01 TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER 0 0 0 0 0 0CD C Ln �O Cn N N N N > N". \; N N \ > N N = Cn N N N N M L;j= ., I- o _ x z W Lil Lil z W _ I- x CD = Lit I_ o _ = x z o W Lit o Lit z W x o = Lit Li..t O _ = x z o W Li..t o LLl z W _ x o - Lit : lil o = x o z W lit : o lLLJ z W _ x_41 O o o N I O [� a O W 1 N ,,, o N I a O a O Wed 1 O N W LU N I a O O -1 na W 1 N W N I a [r O Gr a O LL, 1 N O �1 o O O 3 O cD oo co 3 3 oC1 co 3 N y Cn ., : N cn ,.. N N - TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER N O N o co- O N- O N O Cn Zn O (N p i O W N ,L j N W N 13- IJj N Eiji N W W N W N W� N � � � � � W W 00 - 00 - 00 00 = 00 = . � _ 03 S4.01 _ 03 S4.01 03 S4.01 03 S4.01 03 S4.01 03 S4.01 03 S4.01 - _ _ _ _ _ H-2 H-2 }� 01/S1.03 H-2 H-2 SHEARWALL RE: 01/S1.03 H-2 H-2 SHEARWA S H-2 H-2 0 0 N N AWNINGS O O NOTE: RE: 03/S5.03 INTERIOR SHEARWALLS/SHEATHING SHALL EXTEND TO BOTTOM OF DECK. FRAMING PLAN NOTES: 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. BUILDING TYPE IV 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE 2x6 STUDS AT 16" ON CENTER. ALL OTHER WALL SHALL BE 2x STUDS AT 16" ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES. 03 3rd FLOOR FRAMING PLAN 3. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND THE FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION. SCALE: 1 /8"=1'-O" 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES. 4MING PLAN NOTES: 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE 2x6 STUDS AT 16" ON CENTER. ALL OTHER Imo/ V A "" 11 14 %J A A A L1 1 V ' WALL SHALL BE 2x STUDS AT 16" ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES. 02 2nd FLOOR FRAMING3. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND THE PLAN FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION. SCALE: 1 /8"=1'-O" 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES HEADER SCHED TYPE MEMBER H-1 3- 2x10 H-2 3- 26 H-3 3- 2x8 H-4 %x12 GLU-LAM H-5 6x12 TECHNI STRUCTURES,INC. STRUCTURAL ENGINEERING CONSULTANTS 5220 McKinney Avenue Suite 300 Dallas, Texas 75205 214/528.172S (FA3) 214/528.1728 TX REG #F2998 G -BUT Village I a Campus e J Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/I5/10 155LED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 vwwv.obrienarch.com effll KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. BUILDING TYPE IV PLANS COPYRIGHT© 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN AWNINGS RE: 03/S5.03 BUILDING TYPE IV Ol ATTIC FRAMING PLAN I�.. I .. I 0 A 0 6 OVERBUILD TRUSSES 1 /S5.01 Kt: VJ/JV.VJ NOTE: INTERIOR SHEARWALLS/SHEATHING SHALL EXTEND TO BOTTOM OF DECK. FRAMING PLAN NOTES: 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. BUILDING TYPE PE IV 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE 2x6 STUDS AT 16" ON CENTER. ALL OTHER WALL SHALL BE 2x STUDS AT 16" ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES. 02 ROOF FRAMING PLAN 3. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND THE FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION. SCALE: 1 /8"=1'-0" 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES. HEADER SCHED TYPE MEMBER H-1 3- 2x10 H-2 3- 2x6 H-3 3- 2x8 H-4 %x12 GLU-LAM H-5 6x12 TECHNI STRUCTURES,INC. STRUCTURAL ENGINEERING CONSULTANTS 5220 McKinney Avenue Suite 300 DaUss, Texas 75205 214/528.1725 (FA)q 214/528.1728 it Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com I M-l!N s �/y T!i Li 9Y t d KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. 02041 BUILDING TYPE IV PLANS COPYRIGHT© 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN REG #F2! 2 3 y11 T T 7 y 1 "" 10 14'-1 %" 30'-0" 30'-0" 30'-0" 30'-0" 14'-1 %" - 10 3'-93/" 22' 7'-$ " 22' ' 7'-$ " 22' �" 7'-$1�" 22' " 7'-$1�" 22' 3'-9 " 7'-1" 8' 0" 7'-1 7'-1" 8' 0" 7'-1'4" 7'-1" 8' 0" 7'-1 7'-1 8' 0' 7'-1 7'-1Y" 8' O» 7' -1" 6" 6" 6 BI SP 3 EQ SP 5 E0 SP 3 EQ SP 5 E SP 3 EQ SP 5 E SP 3 EQ SP 6 E SP 6" 6" p 0 M N O 6" 6" O F)►'� N 6" O 6" O M N 6" 6" O O N .- 6" 6" N N N pry N fn M (n N M fn (n M N O O o o O o 0 0 0 . = Ii o it Ii I - - (n - - r - I - ❑ I` -I - - - F - - C� I I I I Ile 1� 1 1 A - - -, - - --� �--- - - ---1 F-- - - ---1 F--- - - - -1 �- - - I I I 4o1/s3.o1 I I I I I I I I I I I 1 1 / \ 1 11 AT RE-ENTRANT 1 o CORNERS, TYP / \ \ 11 � I I I -I I I II RIBS RUNNING IN THIS I I•I I l II / N I 01/S3.01 \\ I I I I I I I I DIRECTION SHALL HAVE / L L- L -J L - - - - -I L- 3 BOTTOM TENDONS - - - - - -I L- - - - - -- L- - - - - --J L- - - - - - -I L- - - - - -- V ------J 0 4�_7Y» - ------ - - - - - I F- -----1 ----� - r--------I - - - - - - F-- - ----- -I-------1 - -- - - - - -� r-- - - - - -- --- --- 1 F - - - - - -� 6"r1y" 14'-11Y" I I 15'-0" I I 15'-0" I I 15'-0" I I 15'-0" I I 15'-0" I I 15'-0" I I 15'-0" 1 1 15'-0" 1 I 14'-11Y" �_ � II II �� it II II II II 4 II 02/S3.01 I I F // I II II II II II II II II II . L------�----_J L- - - - - -- L-------1 L - - - - -- ------ - - - - - - ------- -------J L- - - - - -J N- I Cy F- - - - - -, F_ - - - F- - - - - - 7 F - - - - - -I F------ r-------- -------7 �------ I F--- -� 'r' / I I " 5 POST TENS104 CONCRETE I I I I 1 I RIBS RUNNING IN THIS 1 I I I I I I I I I( 11\\ I \ I \ I» 0 /S3. 1 1 // / I I o i I I SLAB ON 15 MI ON 4" COMPAC VAPOR BARRIER D SAND. I I I DIRECTION SHALL HAVE I 2 BOTTOM TENDONS 1 I I I I 11 \\ t2 I I COORD FF EL W/ GRADING PLAN I I I I I I I I( I I \ Q LLJa N V�/- L-- - -JL _--IL_-- --��--- - - --� - B 1 1 1 I I 1 4'-1Y"L I I J 4'->Y" I J I I E3 J I E3 1 J 1 J o 0 4'-r4 M � i t 4'-1y" jf3N _ o _ _ _ _ _ _ O COORDINATE o cMi� _ o (Mn o vi _ o c"n 0 vMi o o COORDINATE ALL STAIRS o N WITH SITE PLAN AT FRONT N o 0 En 0 En o "' (n LOCATION W/ �o Ki �' I o o "� N o o "� N AND REAR OF BLDG o o N 4 0 o N 410 o SITE PLAN 0 0 1 2 BUILDING TYPE V 01 POST -TENSION FOUNDATION PLAN SCALE: 1 /8"=1'-O" FOUNDATION PLAN NOTES: 1. ELEVATIONS GIVEN ARE BASED ON FINISHED FLOOR=100'-0" 2. VERIFY ALL DOOR OPENING LOCATIONS WITH ARCHITECTURAL PLANS L R 14'-1 %w 30'-0" 30'-0" 30'-0" L30'-0" 14'-11Y" 14'-11Y" 15'-0" 15'-0" I 15'-0" 15'-0" L 15'-0" 15'-0" (, 15-0" 10 15'-0" 14'-11Y" 7 I LO (n Cn N 6'. COP A�+6+ �pi�O '6+ X N X N N X 1-1 N N. N :^ N. N �: N :� N: N N N. •x Cp. O O CO• .C� (o O co (o O •�o (C. W E: 01 1. WALL E: 01 1. W L E: 01 1. .,!IW E: 01 1. I H-1 H-1 H-1 H-1 H-1 H-1 H-1 H-1 H-1 H-1 (/'1 fn (n (n (n (n (n (n (n (n UL - (a - (n - (Q - (n - (a - > > > > > o o o (� o o I� o o o IY o o 01 /S4.01 W W W W W W W W W � W N N N � N N N N N � N N j _® a _® _ _® _ _® » _® _ _® _ 00. C0. 00. W- 00- C0. 00 C0. 00. 01/S4.01 TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER 9 TRUSS GIRDER TRUSS GIRDER I N In, N (n N N N o O _ o o _ O O _ o o _ O O � o. o _ O O o o O O o o O o 4t a X W ,y W W X a lil e X W W W X a Ci.l L.41 a X (Z ti.l LJ W X a (iJ LEI a X W Ci_I Cil W X a 41 .: IiJ e X W Cil 4J W X fr-� Q: fY 0: O_ D: 0: W N I O O I W N W N I O O I W J W I O O I W W I C3 J O I W W I O- O- ( W W N N N N O N W N O O W N c0 ao 00 a0 3 3 oD a0 � 00 00 3 00 00 N N II TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER I N N N N (Nn N N N Ln N i o �o o �o �o �o o =o o �o Q N Q N Q N Q N 0 N 0 N 0 N 0 N Q N Q N a = a a : e a e 00 OD CO CO CO 00 OD CO 00 - r r 00 CO r• - 03 S4.01 - _03 S4.01 - 03 S4.01 - 03 S4.01 - 03 S4.01 - 03 S4.01 - 03 S4.01 - 03 S4.01 - 03 SS4�.Ol - - H- -2 H- 1-2 : O1 1. H- -2 H- _2 WALL RE: 01 1. H- -2 H- _2 W L : 'i H- -2 H- -2 W : i INATE N N N N N N N N N N LOCATION W/ col o CD co ` ' co co o co co O co co' SITE PLAN x1 x1 1 1 1 x1 A 1 1 3xi I I 61 Ib 04 NOTE: U En Cn En En Cn INTERIOR SHEARWALLS/SHEATHING SHALL EXTEND TO BOTTOM OF DECK. '- FRAMING PLAN NOTES: 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE 2x6 STUDS AT 16" ON CENTER. ALL OTHER OulL D f IJ APE V11.1 WALL SHALL BE 2x STUDS AT 16" ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES. 02 2nd FLOOR FRAMING PLAN 3, PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND THE FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION. SCALE: 1 /8"=1'-O" 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES. 0 I O I is HEADER SCHED TYPE MEMBER H-1 3- 200 H-2 3- 2x6 H-3 3- 2x8 H-4 *12 GLU-LAM H-5 602 LEG OF, Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. I I I TECHNI STRUCTURES,INC. BUILDING TYPE V STRUCTURAL ENGINEERING CONSULTANTS PLANS 5220 McKinney Avenue Suite 300 Dallas, Texas iS2OS COPYRIGHT02010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY 2141528.1725 (FA70 214/52S•1728 METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN i 1 2 3 4 5 6 7 149, 11" 14'-1 1Y2" 30'-0"-30'-0" 30'-0" 30'-0" 14'-11Y" 14'-11Y" 15'-0" 15-0" �_ 15-0" 15-0" I_ 15'-0" 15-0" I, 15-0" 15-0" 14'—1 r2 " O 1 qt 01 /S4.01 AWNINGS NOTE: RE: 03/S5.03 INTERIOR SHEARWALLS/SHEATHING SHALL EXTEND TO BOTTOM OF DECK. FRAMING PLAN NOTES: 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. BUILDING TYPE V 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE 2x6 STUDS AT 160 ON CENTER. ALL OTHER WALL SHALL BE 2x STUDS AT 16" ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES. 01 3rd FLOOR FRAMING PLAN 3. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND THE FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION. SCALE: 1/8"=1'-0" 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES. s�.o 6 I SHEARWALL RE: 018.1.03_ AWNINGS RE: 03/S5.03 BUILDING TYPE IV 02 ATTIC FRAMING PLAN In N 01 /S4.01 v HEADER SCHED TYPE MEMBER H-1 3— 200 H-2 3— 2x6 H-3 3— 2x8 H-4 *12 GLU—LAM H-5 6x12 Il& EL•a 9 % fr, i y% g Campus �' ' ' ' ' Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155LED FOR PERMIT 04/I5/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com o� 'is OF 74 L 4 KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. Of zj2bl TECHNI STRUCTURES,INC. ° BUILDING TYPE V STRUCTURAL ENOINEERINO CONSULTANTS PLANS 5220 McKinney Avenue Suite 300 Dallas, Texas 75205 COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY 214/528.1725 (FAX) 214/529.1728 METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN 11NE CONSENT FROM OBRIEN PX REG #F2998 OVERBUILD TRUSSES 0 0 LO Cn N AWNINGS o NOTE: RE: 03/S5.03 INTERIOR SHEARWALLS/SHEATHING SHALL EXTEND TO BOTTOM OF DECK. FRAMING PLAN NOTES: 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. BUILDING TYPE PE 1 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE 2x6 STUDS AT 16" ON CENTER. ALL OTHER WALL SHALL BE 2x STUDS AT 16" ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES. Ol ROOF FRAMING PLAN 3. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND THE FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION. SCALE: 1 /8"=1 '-O" 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES. 01 /S5.01 OVERBUILD TRUSSES E 6 I HEADER SCHED TYPE MEMBER H-1 3- 200 H-2 3- 26 H-3 3- 2x8 H-4 %x12 GLU-LAM H-5 602 TX REG #F2998 TECHNI STRUCTURES,INC. STRUCTURAL ENOINEERINO CONSULTANTS 5220 McKinney Avenue Suite 300 Dallas, Texas 75205 214/528.1725 (FA3) 214/528.1728 1Xq / F y 7. /A %, Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEw 5ET 03/15/10 155UED FOR PERMIT 04/15/10 X 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com Vr. 6yy y p i 5dd �Y KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. 5 BUILDING TYPE V PLANS COPYRIGHT© 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN �M� B R O � N i c3 o i M C _ 10 N D R tG 40'-8" 10 5'-4" 30'-4" 5'-0" 6" 2 EQ SP 8 EQ SP 6" 6" 6" O r— F- — — — � I II 5.01 II I I Cn I t Ld o i RIBS RUNNING IN c"n THIS DIRECTION c0 I I I SHALL HAVE 2 1 1 I I BOTTOM TENDONS it r -1 11 F----=-1 02/s3-01--� I 14'-3" I I 12'-10" I I 13'-7" o II II 06/S3.01 in I I RIBS RUNNING IN THIS DIRECTION SHALL HAVE 2 BOTTOM TENDONS — — — — — L — — — — — — — — — — 0_ v7 _ 00 — — — — r— — — — — — — — — — — C� w o M I I I 5" POST TENSION CONCRETE I . � SLAB ON 15 MIL VAPOR BARRIER PACTED SAND. ao I I COORD FaMEL W/ GRADING PLAN F OR D N RE: ARCH — I — — — --� L EXP JOINT N N O V5 CD O MAINTENANCE BLDG 01 FOUNDATION PLAN, SCALE: 1 /8"=1'-O" FOUNDATION PLAN NOTES: 1. ELEVATIONS GIVEN ARE BASED ON FINISHED FLOOR=100'-0" 2. VERIFY ALL DOOR OPENING LOCATIONS WITH ARCHITECTURAL PLANS 1 Y,6 6" 5 EQ SP 0 ri N 0 01/s3.01 p �— I I II r ---� _ i I I I 5" POST TENSION CONCRETE i I I I I i SLAB ON 15 MIL VAPOR BARRIER ,r ON 4" COMPACTED SAND. LI 8'-10" % COORD FF EL W/ GRADING PLAN 01 /S3.01 RIBS RUNNING IN THIS DIRECTION SHALL HAVE o I I I 1 BOTTOM TENDON RIBS RUNNING IN THIS DIRECTION SHALL HAVE 2 BOTTOM TENDONS -�-_ --- - — — Sim ® I N I 01 /S3.01 01 /S3.01 I I SIM II O M N \C o U5 CABANA, 04 FOUNDATION PLAN SCALE: 1 /8"=1'-0" FOUNDATION PLAN NOTES: 1. ELEVATIONS GIVEN ARE BASED ON FINISHED FLOOR=100'-0" 2. VERIFY ALL DOOR OPENING LOCATIONS WITH ARCHITECTURAL PLANS 40'-8" 5'-4" 30'-4" 5'-0" MAINTENANCE BLDG 02 ATTIC FRAMING PLAN )1 /S5.01 04/S5.02 Q dlUi CABANA. OS ROOF FRAMING PLAN SCALE: 1 /8"=1'-O" 00 0 i M 01 /S5.02 40'-8" MAINTENANCE BLDG 03 ROOF FRAMING PLAN SCALE: 1 /8"=1'-O" HEADER SCHED TYPE MEMBER H-1 3- 200 H-2 3- 2x6 H-3 3- 2x8 H-4 *12 GLU-LAM H-5 6x12 .EG #F TECHNI STRUCTURES,INC. STRUCTURAL ENGINEERING CONSULTANTS 5220 McKinney Avenue Suite 300 Dallas, Texas 75205 214/528.1725 (FAX) 214/528.1728 .:.......................::.::::: ................................. Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04/15/10 E-50�� O 2 B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com �.L:�u�i" •A94� 4Qy R FbYAs KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. 0 MAINTENANCE BUILDING & CABANA PLANS COPYRIGHT© 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155LED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com CEITH LESLIE - ENGINEER ZEGISTRATION NO.35413 ATE: JOB: SCALE: 15.10 29093 SHEET NO. 7 0 ® I, COMMUNITY CENTER PLANS YRIGHT© 2010 OBRIEN THESE DRAWINGS, OR PARTS EOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY FHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 34'-11" N I " LO I in N 30'-0" 01 ATTIC FRAMING PLAN SCALE: 1 /8"=1'-O" I>— INDICATES MOMENT CONNX 34'-11" 06/S5.02 30'-0" COMMUNITY CENTER 02 ROOF FRAMING PLAN SCALE: 1 /8"=1'-O" NOTE: INTERIOR SHEARWALLS/SHEATHING SHALL EXTEND TO BOTTOM OF DECK. FRAMING PLAN NOTES: 1. PROVIDE SOLID BLOCKING AT MID -HEIGHT OF ALL STUDS. 2. ALL PERIMETER AND INTERIOR CORRIDOR WALLS SHALL BE 2x6 STUDS AT 16" ON CENTER. ALL OTHER WALL SHALL BE 2x STUDS AT 16" ON CENTER. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES. 3. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SHALL EXTEND THE FULL HEIGHT OF THE FRAMING DOWN TO THE FOUNDATION. 4. TRUSS MANUFACTURER SHALL COORDINATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES. 6 S5.02 HEADER SCHED TYPE MEMBER H-1 3- 2x10 H-2 3- 2x6 H-3 3- 2x8 H-4 %x12 GLU-LAM H-5 6x12 Campus 1' "nlz� Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 155LED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. IS TECHNI STRUCTURES,INC. ° 7 1 COMMUNITY CENTER STRUCTURAL ENG4INEERING CONSULTANTS PLANS 5220 McKinney Avenue Suite 300 Dallas, Texas 752OS COPYRIGHT©2070 OBRIEN THESE DRAWINGS, OR PARTS 214/S2H-1725 THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY (FAX) 214/528.1729 METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN REG #F29S ___ _-I _ _ _ CE TENDON 6" 26 0 16" OC 26 SOLE PLATE CONT OMIT WALL W/ 7'0 ANCHOR BOLT 0 32" OC AT SIM I TENDON CHAIR TENDON TYPICAL RE: PLAN FIN FLR EL = %100'-0" R CO - EL VARI S S ...... .. HOOK TYP N .D TENDON RE: PLAN W19 )�) 0 - RE: PLAN FOR NUMBER OF RIB TENDONS REQ'D 1'-2' 4" Ol GRADE BEAM m PERIMETER DETAIL. Q W N m Mw C.D w o in W N 5CL WR 0 0::N i 3 EL VARIES .......... . z io RE: 01 /S3.01 FOR ADDITIONAL INFO FIN FLR EL = %100'-0" ........ M i C-4 • ' — RE: PLAN FOR NUMBER OF RIB TENDONS REQ'D 14 0 12" OC EACH FACE 14 STIRRUPS 0 24" OC 3- #5 TOP & BOT 1'-2" 4" 01A GRADE BEAM o PERIMETER DETAIL 2x6 0 16" OC 2x6 SOLE PLATE CONT W/"0 ANCHOR BOLT 0 32" OC TENDON CHAIR TENDON TYPICAL RE: PLAN FIN FLR EL = 100'-0' NOTE: SEE PLAN FOR "S' HOOK 10 LOCATIONS OF LOAD TYP 1 BEARING/SHEAR WALLS TENDON RE: PLAN RE: PLAN FOR NUMBER OF RIB TENDONS REQ'D 02 GRADE BEAM o INTERIOR DETAIL 6'-0' AFF 8" BOND BEAM TENDON CHAIR W/ 2- #4 CONT TYPICAL VERIFY CMU COURSES ALIGN WITH ADJACENT s" CMU SCREEN WALL REINF W/ #5 0 32OCSTRUCTURE[r3 U PROVIDE HORIZ LADDER CY TIES 0 16 OC#5 0 EA REINF CELL EL=V STOP & BOTm w cSTIRRUPS�"C w w o W o aCL " w 0 O w W _I N '- EL VARIES 3 3- #5 ...........:::::::: - - #4 0 12" OC EACH FACE 3'-0' 15 0 18" OC 01 to #4 STIRRUPS 0 24" OC 3- #5 TOP & BOT 1'-2" 4" 04 SCREEN WALL DETAIL SCALE: 3/4" = 1'-0" RE: PLAN . RE: PLAN 05 GRADE BEAM ® PERIMETER W/OUT P-T SCALE: 3/4"=1'-0" 26 0 16" OC 05A GRADE BEAM m PERIMETER W/OUT P•T 8" CMU WALL - OMIT 0 SIM #5 x 4'-0" TO MATCH LAP WALL REINF. GROUT REINF CELLS SOLID PAVING PER CIVIL L*J 'a 1 RE: PLAN FOR NUMBER A1'-2" 4" OF RIB TENDONS REQ'D 03 STAIR DETAIL TENDON CHAIR TENDON TYPICAL RE: PLAN FIN FLR EL = 100'-0" "S' HOOK TYP CV TENDON RE: PLAN 06 FOUNDATION SECTION SCALE: 3/4"=1'-O" 6 C-4 TENDON CHAIR TYPICAL SLOPE FIN FLR EL = 100'-0" Y' PER FT 'S' HOOK TYP TENDON RE: PLAN � '�!j 'D I— RE: PLAN FOR NUMBER 1'-2" 4" OF RIB TENDONS REQ'D 07 FOUNDATION SECTION SCALE: 3/4"=1'-O" )0'-0" 1 Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04/15/10 COLUMN RE: PLAN 2x6 SOLE PLATE CONT 1" NON SHRINK W/ %"0 ANCHOR BOLT 0 32" OC GROUT , " 1 NON SHRINK GROUT I �s OSB LINOI TENDON CHAIR TENDON INFILL W CONC ROUTE SLAB TENDONS TENDON CHAIR TYPICAL RE: PLAN -AFTER COLUMN AROUND COLUMN DEPRESSION TYPICAL PLACEMENT SLOPE SLOPE FIN FLR EL = 100'-0' y4" PER FT Y4" PER FT FIN FLR EL=100'-0" _ PILASTER REINF PER 03/S1.02 i 5310 HARVEST HILL RD. N P-T BEAM/RIB N 4 SIMPSON SB�"x24 SUITE 136 BEYOND 0 4 COLS (6-F, 6-H, 11-F, H-14) DALLAS, TEXAS 75230 I ALL ELSE PER BASE PLATE DETAIL 972. 788. 1010 M www.obrienarch.com #6 0 12" OC RE: PLAN FOR NUMBER 1 -2R RE: PLAN FOR NUMBER 4" 1'-2" 4" P-T TENDONS OF RIB TENDONS REQ'D OF RIB TENDONS REQ'D 01 RE: PLAN RE: PLAN 08 FOUNDATION SECTION 09 FOUNDATION SECTION 10 FOUNDATION SECTION £ �5 A KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. TECHNI STRUCTURES,INC. ° FOUNDATION DETAILS STRUCTURAL ENGINEERING CONSULTANTS 5220 McKinney Avenue Suite 300 D81I88, Texas %S2OS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY 214/529.172S (FAX) 214/529.1728 METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN M 22x CONT BLOCKING x CONT BLOCKING W/ 3— 16d NAILS 0 6" OC W/ 3— 16d NAILS 0 6" OC 2x6 CONT " PLATE �s OSB UNO " AS SHOWN TOP & BOT AS SHOWN TOP & BOT Y TOUNGE & GROOVE N TOUNGE & GROOVE " N TOUNGE & GROOVE - TOUNGE & GROOVE - TOUNGE & GROOVE Y4 TOUNGE & GROOVE PLYWOOD FLOOR DECK, TYP PLYWOOD FLOOR DECK, TYP P TOUNGE &GROOVE PLYWOOD FLOOR DECK, TYP PLYWOOD FLOOR DECK, TYP PLYWOOD FLOOR DECK, TYP PLYWOOD FLOOR DECK, TYP 2x4 CONT PLYWOOD FLOOR DECK, TYP n a " a a a a a - a % i/,,j, % % % 16d 0 8 OC 1 GYPCRETE 16d 0 8 OC 1 GYPCRETE 2x BLOCKING 1 GYPCRETE 16d 0 8" OC 1 GYPCRETE WOOD BEAM 1 GYPCRETE 1 GYPCRETE 2 CONCRETE '', r' N� % , OVER ACOUSTI—MAT OVER ACOUSTI—MAT BTWN TRUSSES -2 /OVER ACOUSTI—MAT OVER ACOUSTI—MAT RE: PLAN OVER ACOUSTI—MAT OVER ACOUSTI—MAT W/ 6x6—W2xW2 WWF y� f iyf Campus all Village TRUSS MFR Communities 77 PROVIDE TOP AMPUS FLANGE HANGERS � FLR TRUSSES FLR TRUSSES FLR TRUSSES FLR TRUSSES AS REQ'D FLR TRUSSES FLR TRUSSES FLR TRUSSES SHEATHING 0 24" OC SHEATHING 0 24" OC 0 24" OC 0 24" OC 0 24" OC RE: PLAN RE: PLAN VILLAGE AT SEE NOTES SEE NOTES 2— 2x6 2x8 NAILER STUD WALL STUD WALL STUD WALL STUD WALL TOP PLATE COW COW COLLEGE RE: PLAN RE: PLAN RE: PLAN RE: PLAN STUD WALL Asa OSB UNO STATION RE: PLAN I COLLEGE STATION, NOTE: SEE PLAN FOR SHEAR WALL LOCATIONS NOTE: SEE PLAN FOR SHEAR WALL LOCATIONS TEXAS FLOOR TRUSS. FLOOR TRUSS FLOOR TRUSS A DEVELOPMENT BY: 01 PERPENDICULAR TO WALL, 02 PARALLEL TO WALL 03 SECTION 04 SECTION 05 TO WOOD BEAM CONNX. 06 SECTION CADDIS DEVELOPMENT GROUP, LLC SCALE: 3/4"=1'—O" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'—O" SCALE: 3/4"=1'—O" SCALE: 3/4"=1'—O" SCALE: 3/4"=1'-0" ISSUE LOG NO. DESCRIPTION DATE COL CL COL 50% RI=YIEYV SET 03/15/10 RE: ARCH 1'-0" 155UED FOR PERMIT 04/15/10 I COLUMN BEYOND �s" OSB UNO CONCRETE W/ 6x6—W1.4xW1.4 WWF N" TOUNGE & GROOVE -° TOUNGE & GROOVE N" TOUNGE & GROOVE OVER WATERPROOFING PLYWOOD FLOOR DECK, TYP PLYWOOD FLOOR DECK, TYP PLYWOOD FLOOR DECK, TYP ON TOP OF -" T&G SIMPSON H4 PLYWOOD FLOOR DECK AT EACH TRUSS 1° GYPCRETE 1" GYPCRETE 2" CONCRETE SIMPSON CC46 OVER ACOUSTI—MAT OVER ACOUSTI—MAT W/ 6x6—W2xW2 WWF (INVERTED) " ° SLOPE Y"/FT _ FlN FLR SIMPSON CC44 Y FLOOR DECK FLOOR DECK X X X X X X -- AT 3RD FLOOR X X X X X X X X X X RE:09/S4.01 po o BEAM FOR BEAM/POST CONNX 0 o RE: PLAN BEAM 8" BOND BEAM 8" BOND BEAM RE: PLAN W/ 2— 4 CONT SIMPSON JB212 W/ 2— #4 CONT JOIST SIMPSON H4 SIMPSON A34 FLR TRUSSES FLR TRUSSES FLR TRUSSES = = 0 EACH JOIST RE: PLAN , AT EACH TRUSS AT EACH TRUSS 0 24" OC 0 24" OC 0 24' OC - - COLUMN SIMPSON A34 4x8 COW LEDGER 2x12 CONT 2x12 CONT BEYOND AT EACH TRUSS W/ 2— J�"0 2— 2x6 W/ 2— %°0 SIMPSON SET W/ 2— %"0 SIMPSON SET THRU—BOLTS STUD WALL TOP PLATE CONT SIMPSON CC46 ANCHORS 0 32' OC ANCHORS 0 32" OC AT EACH TRUSS RE: PLAN SHEATHING STUD WALL SEE NOTES RE: PLAN �s" OSB UNO FLOOR TRUSS, 07 AT BALCONY SECTION 08 SECTION 09 SECTION 10 SECTION 11 SECTION SCALE: 3/4"=1'—O" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'—O" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'—O" 2— 16d 0 16" OC 2— 16d 0 16" OC 1" GYPCRETE 3(6° OSB UNO �s" OSB 2x6 0 16" OC 1" GYPCRETE Y4" TOUNGE & GROOVE SIMPSON LST149 SIMPSON LST149 OVER ACOUSTI—MAT PROVIDE NAILING " FLOOR BECK OVER ACOUSTI—MAT PLYWOOD FLOOR DECK, TYP" T&G AS NOTED IN FLOOR DECK SHEARWALL SCHEDULE �° FLOOR DECK :�4 TYPE-1 �o I I 0 GLU—LAM I ° I I ° I GLU—LAM GLU—LAM BEAM i o I I o I BEAM BEAM ,..A.� J GLU—LAM FLOOR JOIST _ + . RE: PLAN RE: PLAN I I EO PLAN JOIST SIMPSON J8212 SIMPSON LB212 0 EACH JOIST I I EACH JOIST GLU—LAM TRUSS HANGERS" THRU PLATE I I TRUSS HANGER RE: PLAN PROVIDED BY TRUSS MFR I I 3 CRIPPLE STUDS PROVIDED BY TRUSS MFR I, L 0 B R I E N 12 SECTION 13 SECTION 14 SECTION 15 SECTION 16 SECTION 17 SECTION 5310 HARVEST HILL RD. SCALE: 3/4"=1'—O" SCALE: 3/4"=1'—O" SCALE: 3/4"=1'—O" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'—O" SCALE: 3/4"=1'—O" SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com .14 pV�S �VS�/� ft ./ .r. 6 Sara, .S n9;n •� . I KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. i TECHNI STRUCTURES,INC. ° FRAMING DETAILS STRUCTURAL ENOINEERINO CONSULTANTS 5220 McKinney Avenue Suite 300 Dallas, Texas 75205 COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY 2141529-1725 (FA)Q 214/528.1728 METHOD, FOR ANY PURPOSE, WFFHOUT PRIOR WRITTEN TX REG #F2"8 CONSENT FROM O'BRIEN I i 12 6 WOOD ROOF TRUSS RE: PLAN " ROOF DECK 2'-0" 10 2x BLOCKING BTWN TRUSSES RE: ARCH'L 2x FASCIA SIMPSON H2.5A CONT AT EACH TRUSS DOUBLE 2X TOP PLATE 2x NAILER AND 26 STUDS SOFFIT FRAMING 0 16" OC PER ARCH OSB SHEATHING BLDG TYPE I, II, AND III 01 ROOF SECTION SCALE: 3/4"=1'—O" 2x BLOCKING BTWN OUTRIGGERS 2x OUTRIGGERS 0 24" OC 12 2x FASCIA CONT 8 WOOD ROOF TRUSS RE: PLAN ROOF DECK DOUBLE 2x RE: ARCH TOP PLATE 10 2x BLOCKING BTWN TRUSSES RE: ARCHT SIMPSON H2.5A AT EACH TRUSS 2x FCONIT DOUBLE 2X TOP PLATE 2x6 STUDS 2x6 0 16" OC 2x NAILER AND 0 16" OC OR ENDWALL TRUSS SOFFIT FRAMING PER ARCH 3(6" OSB SHEATHING �s" OSB SHEATHING BLDG TYPE IV AND V 01A ROOF SECTION SCALE: 3/4"=1'—O" cluncnu ullno SKYLIGHT \ RE: ARCH SIMPSON HU28 AT EACH JOIST BLDG TYPE IV AND V 06 ROOF SECTION SCALE: 3/4"=1'—O" 2x6 JOIST " ROOF DECK AT 24 " OC NAIL RAFTER TO SIDE 12 OF JOIST W/ 4— 8d NAILS 3 SATPEACH JOIST 2x6 CONT W/ 2— Y" WOOD SCREWS AT EACH STUD SIMPSON HU26 AT EACH JOIST SIMPSON HU24 AT EACH RAFTER 2x4 CONT 2-. Ym.. WOOD SCREWS ......................... AT -EACH STUD " his OSB SHEATHING TYP BLDG TYPE I AND II 09 ROOF SECTION AT ENTRY SCALE: 3/4"=1'-0" SI1 AT 2x10 I 0 SKYLII Y4" TOUNGE & GROOVE PLYWOOD FLOOR DECK, TYP 1" GYPCRETE OVER ACOUSTI—MAT HEADER RE: PLAN SIMPSON H2.5 AT EACH OUTRIGGER %" ROOF SIMPSON DECK ` LUS26 0 / EA OUTRIGGER 2x6 BLOCKING `— SIMPSON 0 32" OC LUS26 0 DOUBLE 2X EA OUTRIGGER 02 ROOF SECTION SCALE: 3/4"=1'—O" B 2x FASCIA CONT 3(6" 2x BLOCKING BTWN TRUSSES 2x BRACING 0 BLOCKING LOCATIONS M\In[`A\I I In C BLDG TYPE IV AND V 07 ROOF SECTION SCALE: 3/4"=1'—O" 2— 8d NAILS 0 6" OC, TYP %" ROOF DECK WOOD T RE: PLA 2x STUD OR END 03 ROOF SECTION RE: 1 O/S5.02 FOR TYPICAL CONDITION EACH END " ROOF DECK 12 3 BLDG TYPE III 10 ROOF SECTION AT OVERBUILD. 2x6 CONT - W/ 2— 16d NAILS EACH TRUSS SIMPSON THA29 AT EACH TRUSS SIMPSON W24 AT EACH 2X SHEATHING PER SCHEDULE RUSSES N FRAMING WALL TRUSS 12 SIMPSON HGA10 6 AT EACH JOIST 04 SECTION SCALE: 3/4"=1'—O" 2'-8" 2x BLOCKING BTWN TRUSSES JI1�11 JVI• LV JL 1 V 0 EACH JOIST WOOD TRUSSES RE: PLAN 2x6 CONT W/ 2— 16d NAILS EACH TRUSS ROOF DECK 12 3 WOOD ROOF TRUSS RE: PLAN " ROOF DECK SIMPSON H2.5A AT EACH TRUSS 410 LEDGER CONT W/ 2— %"0 LAG BOLTS 0 EACH TRUSS OS ROOF SECTION 12 SIMPSON HGA10 6 AT EACH JOIST 2x BLOCKING J BTWN TRUSSES SIMPSON H2.5A AT EACH TRUSS SIMPSON H2.5A............:...... ............. ....:...,......,.,.......... ............................ ...,, . AT ,,:EACH...JOIST BEAM RAFTER/CEILING DOUBLE 2X TOP PLATE RE: PLAN RE: ARCH a SIMPSON CC44 (6" OSB SHEATHING 26 STUDS 0 16" OC AT COLUMN BEYOND TYP COLUMN BEYOND HEADER RE: PLAN BLDG TYPE I, ii AND Ili 08 ROOF SECTION AT OVERBUILD SCALE: 3/4"=1'—O" 2x6 JOIST 26 CONT AT 24 " OC W/ 2— Y" WOOD SCREWS " ROOF DECK AT EACH STUD SIMPSON HU26 NAIL RAFTER TO SIDE AT EACH JOIST OF JOIST W/ 4— 8d NAILS SIMPSON HGA10 AT EACH JOIST SIMPSON HU24 AT EA R BEAM 2x4 RAFTER o • BEYOND AT 24 " OC 0 • 2x4 CONT W/ 2— Y" WOOD SCREWS AT EACH STUD COLUMN SIMPSON CCT66 SHEATHING BEYOND 0 EACH COLUMN SEE NOTES BLDG TYPE IV AND V 11 ROOF SECTION AT ENTRY. SCALE: 3/4"=1'—O" Y4" TOUNGE & GROOVE PLYWOOD FLOOR DECK, TYP 1" GYPCRETE OVER ACOUSTI—MAT FLR TRUSSES 0 24" OC STUD WALL RE: PLAN TECHNI STRUCTURES,INC. STRUCTURAL ENOINEERINO CONSULTANTS 5220 McKinney Avenue Suite 300 Dauas, Texas 75205 214/528.1725 (FAX) 214/528.1728 01 Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET O3A5AO 155UED 1=0R PERMIT 04A5/10 X 0'B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com ff Al Yj( �' n✓�' sue. wy i e s 4 n;®Ni 6 � V KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. ROOF FRAMING DETAILS COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 12 6 WOOD ROOF TRUSS RE: PLAN " ROOF DECK 2x BLOCKING BTWN TRUSSES RE: ARCH'L 2x FASCIA SIMPSON H2.5A CONT AT EACH TRUSS DOUBLE 2x8 TOP PLATE CONT (PRESSURE TREATED) 8" BOND BEAM 2x NAILER AND W/ 2- #4 CONT SOFFIT FRAMING PER ARCH 32" ANCHOR BOLT ® 4'-0" OC 01 ROOF SECTION 12 6 WOOD ROOF TRUSS RE: PLAN " ROOF DECK 2x BLOCKING BTWN TRUSSES RE: ARCH'L 2x FASCIA SIMPSON H2.5A CONT AT EACH TRUSS DOUBLE 2x8 TOP PLATE CONT (PRESSURE TREATED) 8" BOND BEAM 2x NAILER AND W/ 2- #4 CONT SOFFIT FRAMING PER ARCH 7¢" ANCHOR BOLT 2'-8" DEEP LINTEL 0 4'-0" OC W/ 2- 16 BOTTOM AND 2- #5 TOP GROUT LINTEL SOLID 02 ROOF SECTION SCALE: 3/4"=1 '-O" 30 2 CONT - W/3- WO LAG SCREWS 0 32" OC SIMPSON HU48 - AT EACH JOIST %" ROOF DECK 2" T&G LOCK -DECK CONT RE: ARCH FOR ALL FINISH INFO 2- Yi"0 THRU-BOLTS 12 4 L8x8Ax0'-6" EACH SIDE OF JOIST 48 JOINTS ® 6'-0 OC COORDINATE LAYOUT WITH ARCHT RCP 2- 1�"0 LAG BOLTS ( I COLUMN I I SIMPSON CCTO 412 0 3fs" OSB UNO RE: PLAN I I 0 EACH COLUMN EACH COL (EXCEPT AT CORNERS PROVIDE ECCLO) 05 ROOF SECTION SCALE: 3/4"=1'-O" %" ROOF DECK %" PLYWOOD DECK SIMPSON HWU RIDGE BEAM RIDGE HANGER RE: PLAN BY TRUSS MFR EACH JOIST RE: PLAN 08 ROOF SECTION -" TOUNGE & GROOVE PLYWOOD FLOOR DECK, TYP 1" GYPCRETE OVER ACOUSTI-MAT FLR TRUSSES ® 24" OC TRUSSES RUN PERPENDICULAR ® SIM 4 fd n11 ' IR SIMPSON HGA10 PROVIDE CRIPPLE STUDS AND BLOCKING AT BEAM BEARING %" ROOF DECK AJOIST. SIM RE: ARCH'L 0 ExCO 2x NAILER AND —y SOFFIT FRAMING PER ARCH Xs" ANCHOR BOLT 0 4'-0" OC 2" TS RE: ARCH 48 OUTRIGGERS 0 6'-0" OC COORDINATE LAYOUT WITH ARCHITECTURAL SIMPSON LST173 ON TOP OF WALL 2- 16d 0 8" OC " ROOF DECK CENTERED OVER THE RIDGE _\ T SIMPSON HWU RIDGE BEAM RIDGE HANGER RE: PLAN 2x6 0 16" OC (PROVIDE 3- 2x6 STUD PACK 0 RIDGE HANGER) 09 ROOF SECTION R" 10 ROOF SECTION 12 12 6 6 WOOD ROOF TRUSS RE: PLAN " ROOF DECK 2x BLOCKING BTWN TRUSSES RE: ARCHT 2x FASCIA SIMPSON H2.5A AT EACH TRUSS DOUBLE 2x8 TOP PLATE CONT (PRESSURE TREATED) 8" BOND BEAM W/ 2- #4 CONT 03 ROOF SECTION 2- X"0 THRU-BOLTS L8x8AxO'-6" EACH SIDE OF JOIST 2- X"0 LAG BOLTS COLUMN RE: PLAN 04 ROOF SECTION 06 ROOF SECTION " ROOF DECK —\ 2" T&G LOCK -DECK CONT RE: ARCH FOR ALL FINISH INFO 12 4 TRUSSES ERS 302 CONT W/3- W0 LAG SCREWS ® 32" OC SIMPSON HU48 — AT EACH JOIST 1' ,2 0 0 0 0 o ° _ ° 0 0 0 0 " PL EACH SIDE OF JOIST 6- X"O THRU-BOLTS EACH SIDE OF CONNX. 48 JOINTS 0 6'-0 OC COORDINATE LAYOUT WITH ARCHT RCP SIMPSON CCTO `— 402 0 EACH COLUMN EACH COL (EXCEPT AT CORNERS PROVIDE ECCLO) ll ROOF SECTION �(6" OSB UNO BY TRUSS MFR W/ 2- Y"O LAG RE: PLAN v v SCREWS 0 24" OC 07 ROOF SECTION N4" TOUNGE & GROOVE PLYWOOD FLOOR DECK, TYP 1" GYPCRETE OVER ACOUSTI-MAT FLR TRUSSES 0 24" OC TRUSSES RUN PERPENDICULAR 0 SIM STUD WALL RE: PLAN SIMPSON HGA10 PROVIDE CRIPPLE STUDS AND BLOCKING AT BEAM BEARING 0f rr ii. M i Campus Village J Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEI^I 5ET 03/15/10 155UED 1=OR PERMIT 04/I5/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. ff TECHNI STRUCTURES,INC. ROOF FRAMING DETAILS STRUCTURAL ENGINEERING CONSULTANTS 5220 McKinney Avenue Suite 300 Dallas, Texas 75205 COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS 214/S28.1725 THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY (FAR) 214/528.1728 METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 2x BLOCKING BTWN JOISTS 12 3 i " PLATE SADDLE @ PL %'x5x1'-1" 2- 2x8 qo 0 o 81 O, NOTE: ALL THRU-BOLTS SHALL BE X"0 RE: ARCH FOR BOLT LAYOUT/SPACING %" ROOF DECK '-- 48 ® CL COLUMN NOTCH AS READ SIMPSON HGA10 EACH SIDE BEAM RE: PLAN SIMPSON CC44 AT COLUMN of PL %*x10"xO'-5" ® EACH BOLT CONNX OL 1'-0" PL Y8*x5x1'-O" 0 o, PL%"x5" @ —--------- O %" PLATE BRACKET RE: ARCH FOR — — — H — — \�i Yi FABRICATION --- - - - --- HSS3x3xY PL %x8x1'-O" OI ROOF SECTION %" ROOF D LAV /ll 1/1V11LV 1 V SIDE OF TRUSS 02 ROOF SECTION AT CHIMNEY. SCALE: 3/4"=1'-O" %" PL EACH SIDE WELDED TO TUBE STANDING SEAM DECK RE: ARCH'L HSS3x3yY HSS2x2xY (3 EQ SPACES) 3"0 PIPE COORDINATE END CONNX W/ ARCH'L h" PL )�' PL PL %x8x8 BUILT-UP BRACKET W/ 4- X"0 THRU-BOLTS 410 BLOCKING AT BRACKET CONNX W/ SIMPSON A34 TOP & BOT 410 BLOCKING AT BRACKET CONNX W/ SIMPSON A34 TOP & BOT 03 AWNING SECTION so # TECHNI STRUCTURES,INC. STRUCTURAL ENGINEERING CONSULTANTS 5220 McKinney Avenue Suite 300 Dallas, Texas 75205 214/528.1725 (FAX-) 214/528.1728 ........... ; Campus Village Communities CAMPUS - VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEw 5ET 03/15/10 155UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com / KEITH LESLIE - ENGINEER REGISTRATION NO.35413 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. 5E0 ROOF FRAMING DETAILS COPYRIGHT© 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPR METHOD, FOR ANY PURPO ODUCED IN ANY FORM, BY ANY I ' SE, WITHOUT PRIOR WRITTEN O'BRIEN II GENERAL HVAC NOTES HVAC GENERAL NOTES AIR DISTRIBUTION: 1. ALL MECHANICAL EQUIPMENT AND INSTALLATIONS SHALL CONFORM WITH THE REQUIREMENTS OF THE 2009 INTERNATIONAL 1. SUPPLY, OUTDOOR AIR AND RETURN DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEETMETAL AS RECOMMENDED IN SMACNA MECHANICAL CODE, THE 2009 INTERNATIONAL ,BUILDING CODE, THE 2009 INTERNATIONAL ENERGY CODE, STATE AMENDMENTS, NFPA DUCT CONSTRUCTION STANDARDS, LATEST EDITION. ALL JOINTS AND SEAMS IN ALL SHEETMETAL DUCTWORK SHALL BE SEALED WITH 90A, 101, UNDERWRITERS LABORATORIES (OR ETL) AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. DUCT SEALER. 2. PRIOR TO PURCHASING ANY MATERIALS OR STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, 2. " - I AR (MINIMUM R- R AS REQUIRED BY APPLICABLE ALTERNATE DUCTWORK (DWELLING UNITS) 1 THICK FIBERGLASS DUCT BOARD ( U 6 0 Q DUCTWORK SIZES AND LOCATIONS, EQUIPMENT, ETC. SHOWN ON THE DRAWINGS OR AFFECTING THIS WORK AND SHALL REPORT ANY ENERGY CODE), WITH GLASS FABRIC REINFORCED VAPOR BARRIER, JOHNS-MANVILLE TYPE 475 OR EQUAL. FIBERGLASS DUCTWORK DEVIATIONS TO THE ARCHITECT. AND TAPING SYSTEM SHALL BE U.L.-181 LISTED AND SHALL BEAR THE U.L. LABEL. ALL FIBERGLASS DUCTWORK AND ACCESSORIES SHALL BE FABRICATED BY A MANUFACTURER'S AUTHORIZED FABRICATOR, SHALL BE INSTALLED WITH THE FABRICATOR'S SUPERVISION 3. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING, PURCHASING, OR FABRICATING AND ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. FIBERGLASS DUCTWORK SHALL NOT BE USED OUTDOORS. ANY MECHANICAL EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE: ALL EQUIPMENT SCHEDULED OR SPECIFIED ON THE DRAWINGS; DUCTWORK DRAWN TO 1/4" SCALE OR THE SCALE SHOWN ON THE DRAWINGS; REFRIGERANT PIPING AND CONTROL WIRING 3. EXHAUST DUCTWORK SHALL BE GALVANIZED SHEET METAL CONSTRUCTED TO SMACNA STANDARDS AND SHALL NOT BE INSULATED SCHEMATICS CERTIFIED BY THE AIR CONDITIONING EQUIPMENT MANUFACTURER. FAILURE TO SUBMIT REFRIGERANT PIPING DRAWINGS UNLESS NOTED OTHERWISE. SHALL BE CAUSE FOR REJECTION OF THE ENTIRE SUBMITTAL. LONG LINE REFRIGERANT PIPING APPLICATIONS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT SPLIT SYSTEM LONG -LINE APPLICATION GUIDELINE. 4. ALL DUCTWORK SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. DUCT SUPPORTS AND ATTACHMENT TO STRUCTURE SHALL BE PER SMACNA STANDARDS. 4. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 5. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX M-KE (U.L. 181 LISTED, CLASS 1 FLEXIBLE AIR DUCT) OR EQUAL PROVIDE 5. ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. THERMAFLEX M-KE R-6 (R-VALUE - 6.0 MINIMUM OR AS REQUIRED BY LOCAL ENERGY CODE) IN ATTICS AND OTHER UNCONDITIONED SPACES. AIR CONNECTORS ARE NOT ACCEPTABLE. FLEX DUCT DIAMETER SHALL MATCH DEVICE NECK DIAMETER. 6. ALL HVAC COMPRESSORS SHALL HAVE EXTENDED 4 YEAR MANUFACTURER'S WARRANTY FOR A 5-YEAR TOTAL WARRANTY. FLEXIBLE DUCTWORK SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE AND SHALL BE ROUTED AND SUPPORTED WITHOUT FORMING CRIMPS OR OTHER AIR FLOW RESTRICTIONS. PROVIDE SQUARE TO ROUND ADAPTERS OR BOOTS TO CONNECT TO AIR DEVICE NECK 7. FOR EXACT LOCATION OF OUTDOOR AIR CONDITIONING UNITS, SEE ARCHITECTURAL DRAWINGS. WHEN REQUIRED. 8. INSTALL GRADE MOUNTED OUTDOOR AIR CONDITIONING EQUIPMENT LEVEL ON 4" THICK REINFORCED CONCRETE PADS, EXTENDING 6" 6. ROUND AND FLEXIBLE SUPPLY AIR DUCTWORK SHALL BE CONNECTED TO MAIN DUCTS WITH A TAB TYPE FITTING. BEYOND UNIT PERIMETER. 7. TAPE, BED AND SEAL AIR TIGHT ALL PENETRATIONS FROM RETURN AIR PLENUMS TO NON RETURN AIR PLENUMS THAT ARE REQUIRED 9. PORTIONS OF DUCTWORK AND PIPE INSULATION VISIBLE THROUGH AIR DISTRIBUTION DEVICES IN FINISHED COMMON AREAS SHALL BE DUE TO DUCTWORK, PIPING OR OTHER ITEMS. PAINTED FLAT BLACK. 8. DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 10. MOUNT TOP OF THERMOSTATS, REMOTE THERMOSTATS, AND SENSORS 4'-0" AFF UNLESS NOTED OTHERWISE. PROVIDE CLEAR LOCKING GUARD ASSEMBLIES FOR ALL PUBLIC AREA THERMOSTATS. COORDINATE THERMOSTAT LOCATIONS WITH OTHER TRADES. ALL 9. EXTERNAL STATIC PRESSURE (ESP) DOES NOT INCLUDE COIL, CASING OR FILTER PRESSURE DROP. THERMOSTATS SHALL BE ADA COMPLIANT. 10. INSTALL FIRE DAMPERS IN ALL RATED WALLS, FLOOR AND CEILING PENETRATIONS. FIRE DAMPERS SHALL BE THE DYNAMIC TYPE 11. ALL WORK SHALL BE COORDINATED AND PERFORMED WITH PRIOR APPROVAL FROM THE OWNER TO SUIT HIS OPERATING CONDITIONS. WITH BLADES OUT OF THE AIRSTREAM WHERE POSSIBLE. REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RATED ASSEMBLIES. PROVIDE ACCESS DOORS IN DUCTWORK AT EACH FIRE DAMPER LOCATION. INSTALL SMOKE DAMPERS IN ALL DUCT 12. ANY EXISTING WALL, FLOOR, OR CEILING SURFACE THAT IS DISTURBED DURING THE COURSE OF THE HVAC WORK SHALL BE PENETRATIONS THROUGH SMOKE RATED WALLS. WHERE DUCTS PENETRATE WALLS THAT CARRY BOTH FIRE AND SMOKE RATINGS, THE REPAIRED TO MATCH NEW AND/OR EXISTING CONDITIONS. DAMPERS INSTALLED SHALL BE COMBINATION FIRE AND SMOKE DAMPERS. ALL DAMPERS SHALL BE U.L 555 AND/OR 555S LABELED. 13. AFTER CONSTRUCTION, THE ENTIRE HVAC SYSTEM SHALL BE CLEANED, TESTED AND ADJUSTED TO SATISFY EQUIPMENT SCHEDULE. DWELLING UNITS SHALL NOT REQUIRE AN AIR TEST AND BALANCE BE PERFORMED. 11. LOCATIONS OF GRILLES, REGISTERS, & DIFFUSERS SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE EXACT LOCATIONS WITH LIGHTS, CEILING GRID, ETC. AND ARCHITECTURAL REFLECTED CEILING PLAN. 14. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT, DUCTWORK, PIPING, ETC. TO FIT WITHIN THE SPACE ALLOWED BY THE ARCHITECTURAL AND STRUCTURAL CONDITIONS. CUTTING OR OTHERWISE ALTERING ANY STRUCTURAL 12. DUCTWORK WITHIN AN OPEN ATTIC SPACE SHALL BE GALVANIZED STEEL. MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. INSULATION: 15. TOWN HOME UNIT ONLY: AIR HANDLING UNITS LOCATED ABOVE THE LOWEST LEVEL FINISHED FLOOR SHALL BE INSTALLED WITH AN AUXILIARY CONDENSATE DRAIN PAN UNDER THE UNIT. PROVIDE AN ELECTRONIC WATER LEVEL DETECTOR WIRED TO SHUTDOWN THE 1. DUCT INSULATION: UNIT UPON DETECTION IN SECONDARY DRAIN PAN. INSTALL MINIMUM 4' X 4' X 3/4" THICK PLYWOOD SERVICE PLATFORM ON UNIT SERVICE SIDE OF UNITS LOCATED IN ATTIC SPACES. a. SHEETMETAL SUPPLY DUCTWORK IN NON -AIR CONDITIONED AREAS SHALL BE INSULATED WITH 2" THICK, 3/4 LB/FT' DENSITY FIBERGLASS BLANKET INSULATION WITH FOIL VAPOR BARRIER, U.L. LISTED, R-6 MINIMUM. PUNCTURES AND TEARS IN THE FOIL 16. ALL PIPE AND DUCT PENETRATIONS OF FIRE AND/OR SMOKE -RATED ASSEMBLIES SHALL BE FIRE -STOPPED AS REQUIRED TO JACKET SHALL BE PATCHED WITH FOIL TAPE TO MAINTAIN THE INTEGRITY OF THE VAPOR BARRIER. RESTORE THE ASSEMBLY TO ITS ORIGINAL INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE AS MANUFACTURED BY TREMCO, HILTI, 3M OR APPROVED EQUAL b. DUCTWORK WITHIN AN OPEN ATTIC SPACE SHALL BE WRAPPED WITH MINIMUM R-8 DUCTWRAP INSULATION WITH FOIL FACED VAPOR BARRIER. 17. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE CEILINGS AND IN WALL STRUCTURE TO ALLOW ADEQUATE ROOM FOR MAINTENANCE OF EQUIPMENT AND BALANCING OF SYSTEMS. ACCESS PANELS IN CEILING AND WALLS SHALL BE PROVIDED WHERE SHOWN ON THE 2. DUCT LINER: LINE ALL SHEETMETAL DUCTWORK A MINIMUM OF 15'-0" (OR AS INDICATED) DOWNSTREAM OF ALL AIR HANDLING UNITS, DRAWINGS OR NECESSARY TO ACCESS DAMPERS, VALVES, ETC. COORDINATE EXACT LOCATION OF ALL ACCESS PANELS WITH THE FAN COIL UNITS AND TERMINAL UNITS. DUCT LINER SHALL BE 1" THICK, 3 LB/FT' DENSITY (MINIMUM R VALUE = 4.0 OR AS ARCHITECT DURING THE SHOP DRAWING PROCESS. REQUIRED BY APPLICABLE ENERGY CODE); CERTAINTEED "TOUGHGARD 2" OR EQUAL BY KNAUF OR JOHNS-MANVILLE. PRODUCTS BY OWENS-CORNING ARE NOT ACCEPTABLE. THE LEADING EDGE OF THE DUCT LINER SHALL HAVE A SHEETMETAL NOSING. 18. ALL MECHANICAL EQUIPMENT SHALL BE LABELED WITH ASEMI-RIGID PLASTIC LAMINATE NAMEPLATE WITH 2" HIGH WHITE LETTERS ON A BLACK BACKGROUND SECURELY AFFIXED TO THE EQUIPMENT. THE NAMEPLATE SHALL SHOW THE EQUIPMENT TAG USED ON THESE 3. REFRIGERANT SUCTION PIPING SHALL BE INSULATED WITH 3/4" THICK FLEXIBLE ELASTOMERIC TUBING INSULATION, AP ARMAFLEX PIPE DRAWINGS. ON RESIDENTIAL PROJECTS, THE NAMEPLATE ON THE OUTDOOR EQUIPMENT SHALL INDICATE THE APARTMENT UNIT NUMBER INSULATION MANUFACTURED BY ARMACEL OR EQUAL. INSULATION SHALL BE SLID OVER PIPING FROM ONE END BEFORE PIPE ENDS IT SERVES AS WELL AS THE EQUIPMENT ID TAG. ARE JOINED AND SHALL NOT BE SLIT OR CUT. ALL JOINTS AND SEAMS SHALL BE SEALED WEATHER -TIGHT. FINISH COAT FOR FLEXIBLE ELASTOMERIC INSULATION INSTALLED OUTDOORS SHALL BE WATER -BASED LATEX ENAMEL DESIGNED FOR USE OVER ALL 19. REFER TO ARCHITECTURAL PLANS FOR ALL FURRDOWN CEILING AREAS. FORMS OF FLEXIBLE ELASTOMERIC INSULATION. FINISH COAT SHALL PROVIDE A PROTECTIVE FINISH SUITABLE TO BOTH INDOOR AND OUTDOOR APPLICATIONS, FORMULATED FOR COLD WEATHER FLEXIBILITY TO RESIST CRACKING AND WEATHER -RESISTANT TO 20. PANCAKE STYLE AIR HANDLERS LOCATED ABOVE TOILET AREAS SHALL BE INSTALLED IN A MINIMUM 14-INCH DEEP INSIDE CLEAR ULTRAVIOLET (UV) AND OZONE. COATING SHALL BE ARMAFLEX WB FINISH OR EQUIVALENT. FURRDOWN RETURN AIR PLENUM, REFERENCE ARCHITECTURAL PLANS. 21. REFER TO ARCHITECTURAL PLANS FOR FLOOR AND CEILING ASSEMBLY UL RATINGS AND DETAILS. PIPING: 22. GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF WOOD TRUSS SHOP DRAWINGS AND FIELD TRUSSES TO AVOID WOOD 1 • REFRIGERANT PIPING SHALL BE TYPE L OR REFRIGERATION SERVICE COPPER TUBING WITH BRAZED JOINTS. TRUSSES CONFLICTING WITH VERTICAL SHAFTS AND INDIVIDUAL AIR HANDLING UNIT DISCHARGE PLENUMS. 2. CONDENSATE FROM ALL AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED AS SHOWN ON PLANS. CONDENSATE PIPING MECHANICAL/ELECTRICAL COORDINATION: SHALL BE SCHEDULE 40 PVC (EXCEPT INSULATED COPPER IN HVAC PLENUMS). CONDENSATE SHALL BE PUMPED AS REQUIRED. 1. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL DWELLING UNITS: DRAWINGS PRIOR TO ORDERING EQUIPMENT OR SUBMITTING SHOP DRAWINGS, AND SHALL FURNISH EQUIPMENT WIRED FOR THE 1. DRYER FLEXIBLE DUCTWORK SHALL BE CONNECTED TO A MANUFACTURED DRYER WALL BOX (BY IN-O-VATE OR EQUAL). THE VOLTAGES SHOWN THEREIN. SHOP DRAWING SUBMITTALS SHALL CLEARLY STATE THAT THE ELECTRICAL CHARACTERISTICS OF ALL FLEXIBLE DUCTWORK SHALL CONNECT THE LAUNDRY DRYER TO THE BOX CONNECTION USING A C-CLAMP AND BE INSTALLED AS EQUIPMENT HAS BEEN COORDINATED WITH THE ELECTRICAL CONTRACT DOCUMENTS AND THE ELECTRICAL CONTRACTOR. SHOWN ON PLANS. THE DRYER CONNECTION IN THE DWELLING UNIT SHALL BE BASED ON LAUNDRY DRYER TYPE AND COORDINATED 2. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT SWITCHES AT EACH PIECE OF IN THE FIELD. EQUIPMENT. COORDINATE SWITCH TYPE (FUSED OR NON -FUSED) WITH EQUIPMENT CHARACTERISTICS, MANUFACTURER'S 2. DRYER VENT DUCTWORK SHALL BE 4-INCH ROUND AND BE 26 GAUGE GALVANIZED STEEL INSTALLED WITH LONGITUDINAL SEAMS RECOMMENDATIONS AND THE ELECTRICAL DRAWINGS. FACING UP. ROUTE DRYER VENT TO THE EXTERIOR WALL CAP AS DIRECT AS POSSIBLE. DO NOT SECURE DUCTWORK WITH SHEET 3. ALL REQUIRED CONTROL WIRING (INCLUDING POWER WIRING REQUIRED FOR CONTROL PANELS, DEVICES, ETC.) NOT SHOWN ON THE METAL SCREWS. ELECTRICAL DRAWINGS SHALL BE INCLUDED AS PART OF THE MECHANICAL WORK. WIRING IN HVAC PLENUM SPACES SHALL BE 3. TOILET AND LAUNDRY EXHAUST DUCTWORK SHALL BE FURNISHED WITH A BUILT-IN BACK -DRAFT DAMPER. TOILET EXHAUST SHALL INSTALLED ACCORDING TO CODE REQUIREMENTS. INCLUDE INSECT SCREEN. 4. UNLESS NOTED OTHERWISE, TRANSFORMERS, CONTROLS AND CONTROL WIRING REQUIRED FOR ALL MECHANICAL SYSTEMS SHALL BE 4. DWELLING UNIT KITCHEN RANGE HOODS SHALL BE VENTLESS, RECIRCULATING TYPE AND BE PROVIDED BY OTHERS. FURNISHED WITH THE EQUIPMENT IT SERVES AND INSTALLED BY THE MECHANICAL CONTRACTOR. MOTOR STARTERS FOR HVAC EQUIPMENT SHALL BE FURNISHED WITH THE MOTOR OR APPARATUS WHICH IT OPERATES. MOTOR STARTER INSTALLATION SHALL BE BY 5. DRYER AND TOILET EXHAUST SHALL ROUTE TO THE ROOF AT TOP LEVEL UNITS. REFERENCE PLAN NOTES AND DETAILS. THE DIVISION 16 CONTRACTOR. LEGEND SYMBOL DESCRIPTION ABBREVIATIONS DESCRIPTION ABBREVIATIONS CEILING DIFFUSER W/FLEX DUCT --- ABOVE FINISHED FLOOR AFF �s TEMPERATURE SENSOR --- BELOW CEILING B/C D eM CTOR , DRY BULB / WET BULB DB / WB SIDEWALL SUPPLY GRILLE -__ ENTERING AIR TEMPERATURE EAT -� - SIDEWALL RETURN GRILLE --- EXTERNAL STATIC PRESSURE (IN W.C.) ESP CEILING RETURN GRILLE --- LEAVING AIR TEMPERATURE LAT CONDENSING UNIT CU OUTSIDE AIR OA A\__ FIRE DAMPER / CEILING RADIATION DAMPER FD / CRD OPPOSED BLADE DAMPER OBD MANUAL VOLUME DAMPER MVD WIRE MESH SCREEN WMS p -4- EXHAUST FAN (WALL MOUNTED) EF OPEN END DUCT OED X 12x6 14 0 RESIDENTIAL DIFFUSER/REGISTER TAG DENOTES TYPE X DIFFUSER, 12x6 OPENING, SUPPLYING 140 CFM. REFER TO SCHEDULE FOR MODEL DETAILS. --- SUPPLY AIR GRILLE SAG RETURN AIR GRILLE RAG OT THERMOSTAT T-STAT SUPPLY AIR / RETURN AIR SA / RA TAG # EQUIPMENT DESIGNATION --- HIGH SIDEWALL HSW ACCESS PANEL AP NON. -PLENUM PLENUM OR < `;`< FUR DOWNS (BY OTHERS) --- FILTERED RETURN AIR GRILLE FRAG ELECTRIC HEATERS MAX. STEPS MOUNTING SERIES TAG TYPE KW HEIGHT ACCESSORIES EH -A WALL HEATER 4.0 1 24" AFF FRC 1,2,3,4 REMARKS/ACCESSORIES: 1. DISCONNECT SWITCH BY DIVISION 15. 2. MANUAL RESET PRIMARY, MANUAL RESET SECONDARY HIGH LIMIT CONTROLS, AND TIME DELAY RELAY. 3. THERMOSTAT, CONTROLS, TRANSFORMER, ETC. AS REQUIRED. 4. SURFACE WALL MOUNT KIT. SELECTIONS ARE BASED ON PRODUCTS BY BERKO. NOTE: COORDINATE LOCATION OF HEATER IN PLUMBING 11 1 CLOSETS WITH PLBG. PRIOR TO INSTALLATION. CORRIDOR SPLIT SYSTEM HEAT PUMPS INDOOR OUTDOOR NOM. MBH MBH MBH TOTAL OA ESP FAN AUXILLARY HEATING TAG MODEL No. MODEL No. TONS TOT. SENS. TNT. CFM CFM IN. W.G. HP KW ACCESSORIES (AH) (HP) COOL COOL HEAT (OUIPP AH/HP-CR I 24HX-C GSZ13018 1 1.5 1 16.3 1 13.1 1 17.0 1 630 1 60 1 0.30" 1/4 1 6.0 1 1,2,3,4,5,6,7,8,9,10,11,12 NOTES: A. COOLING CAPACITIES ARE BASED ON 95'F AMBIENT, 75-F DB/63'F WB ENTERING AIR TEMPERATURE. B. INTEGRATED HEATING CAPACITIES BASED ON 47*F AMBIENT. C. COMPRESSOR MANUFACTURER SHALL PROVIDE A REFRIGERANT PIPING DIAGRAM APPROVED BY FACTORY FOR TYPICAL SYSTEMS SHOWING COMPONENTS SUCH AS SUCTION LINE ACCUMULATOR AND RECOMMENDED PIPE SIZES FOR PROPER OPERATION. REFER TO HVAC GENERAL NOTES FOR ADDITIONAL REFRIGERANT PIPING REQUIREMENTS. D. 13 SEER MINIMUM UNITS. E. ELECTRIC HEAT SHALL OPERATE ONLY IN DEFROST MODE OR WHEN THE HEATING LOAD CANNOT BE MET WITH THE COMPRESSOR ALONE. F. GRADE MOUNTED OUTDOOR UNITS SHALL BE INSTALLED PER PLANS. G. PRIMARY CONDENSATE SHALL BE TRAPPED AND ROUTED AS INDICATED ON PLANS. REFER TO UNIT PLANS AND PLUMBING PLANS. ACCESSORIES: 1. FACTORY -INSTALLED ELECTRIC HEAT WITH THERMAL OVERLOADS. 2. 7-DAY PROGRAMMABLE THERMOSTAT. 3. REMOVABLE/THROWAWAY FILTER IN RETURN GRILLE. 4. INDOOR UNIT TO HAVE FACTORY MOUNTED THERMAL EXPANSION VALVE IF REQUIRED TO ACHIEVE 13.0 SEER RATING. 5. HARD START KIT. 6. DISCONNECT FOR INDOOR UNITS BY DIVISION 15. 7. DISCONNECT FOR OUTDOOR UNITS BY DIVISION 16. 8. PROVIDE FLOAT SWITCH IN DRAIN PAN FOR SECONDARY CONDESATE. 9. PROVIDE CEILING ACCESS PANEL FOR UNIT MAINTENANCE AND REMOVAL OF CASED AIR HANDLER. 10. OUTDOOR HEAT PUMP THERMOSTAT, ADJUSTABLE ON ALL HEAT PUMPS. 11. HEAT PUMP SHUT OFF KIT. 12. BI-FLOW REFRIGERANT FILTER DRYER AS REQUIRED BY MANUFACTURER. SELECTIONS ARE BASED ON PRODUCTS BY: GOODMAN (HEATPUMP) AND FIRST COMPANY (AIR HANDLER). TELCO SPLIT SYSTEM HEAT. PUMP AIRFLOW TOTAL TOTAL COOLING TAG MODEL N0. MODEL N0. SERVICE (INDOOR UNIT) COOLING HEATING EAT ACCESSORIES INDOOR OUTDOOR (CFM) (MBH) (MBH) (DB/WB) AH/HP-T FTXS24DVJU RXS24DVJU TRASH 1 530 1 22.0 1 24.0 1 80/67 1 1,2,3,4,5,6,7 NOTES A. COOLING CAPACITIES BASED ON 95'F AMBIENT COOLING, 80'Fdb/6TFwb ENTERING AIR TEMPERATURE AND 47*F AMBIENT HEATING. B. ROUTE AH CONDENSATE PER PLANS. C. MINIMUM 13 SEER. ACCESSORIES: 1. MICROPROCESSOR CONTROL WITH NON -REMOVABLE MOUNTING BRACKET. 2. DISCONNECT SWITCH FOR INDOOR UNIT SHALL BE BY DIVISION 16. 3. DISCONNECT SWITCH FOR OUTDOOR UNIT SHALL BE BY DIVISION 16. 4. CONDENSATE PUMP W/CHECK VALVE ON INDOOR UNIT AND FLOAT SWITCH FOR SECONDARY CONDENSATE. 5. WASHABLE FILTER. 6. PRE -CHARGED REFRIGERANT LINE SET. 7. MOUNT HEAT PUMP UNIT PER DETAILS. SELECTIONS ARE BASED ON PRODUCTS BY: DAIKIN. FANS TAG MODEL DUTY CFM E.S.P. SONES MOTOR SIZE RPM DRIVE I WLBS ACCESSORIES CF-A GN-740 HALL RECIRCULATION 500 0.15" 1.6 FRAC. HP 1058 DIRECT 1 40 1,2,3,4 ACCESSORIES: 1. ON/OFF/AUTO THERMOSTAT SENSOR SET AT 70-F (ADJ.) 2. UNIT MOUNTED .SPEED CONTROL SWITCH. 3. DISCONNECT BY DIV. 15. 4. ACCESS PANEL. SELECTIONS ARE BASED ON PRODUCTS BY COOK. DWELLING UNIT BATH FANS TAG MODEL DUTY CFM ESP SONES MOTOR SIZE RPM DRIVE WEIGHTSACCESSORIES EF-A (B)670 TOILET EXHAUST 50 0.25" 1 3.5 1 FRACTIONAL 1 1050 1 DIRECT 1 15 1,2,3 ACCESSORIES: 1. GRAVITY BACKDRAFT DAMPER. NOTE: FAN IS PROVIDED AND INSTALLED 2. WIRE INTO DEDICATED WALL SWITCH (COORDINATE WITH ELECTRICAL). BY ELECTRICAL CONTRACTOR AND DUCTED 3. PLUG -TYPE DISCONNECT. BY THE MECHANICAL CONTRACTOR. SELECTIONS ARE BASED ON PRODUCTS BY BROAN. GRILLES, REGISTERS &DIFFUSERS TAG SERIES CFM BLOW DUTY NECK SIZE DAMPER MATERIAL/NOTES A 100 SEE PLANS SEE PLANS SUPPLY SEE PLANS SEE PLANS YES STEEL W/ INTEGRAL DAMPER B A100 SEE PLANS SEE PLANS SUPPLY SEE PLANS SEE PLANS YES ALUMINUM W/ INTEGRAL DAMPER C E240-VO SEE PLANS SEE PLANS SIDEWALL SUPPLY SEE PLANS SEE PLANS YES ALUMINUM DOUBLE DEFLECTION W/OBD D 170FF --- --- FILTER RETURN SEE PLANS SEE PLANS NO STEEL W/ 35' BLADES E A170 SEE PLANS --- BEDROOM TRANSFER 12x8 14x10 NO STEEL W/ 35' BLADES F A170 --- --- DRYER TRANSFER 16x10 18x12 (**) NO STEEL W/ 35' BLADES G A170 --- --- APT. CORR TXR 30x12 32x14 NO STEEL W/ 35' BLADES NOTES: A. REFER TO ARCHITECTURAL DRAWINGS FOR TYPE OF CEILING AND/OR SUSPENSION SYSTEM FOR FRAME TYPE REQUIREMENTS. B. FINISH SHALL BE OF THE TYPE AND COLOR SELECTED BY ARCHITECT. SUBMIT FINISH CHART WITH SHOP DRAWINGS. C. OBD: KEY/SCREWDRIVER OPPOSED BLADE VOLUME DAMPER. PROVIDE WHERE INDICATED. D. (**): PROVIDE 100 SQUARE INCHES FREE AREA IN LAUNDRY ROOM TRANSFER GRILLE PER CODE. E. TYPE A AND B DIFFUSERS TO HAVE 1/2" FIN SPACING AND INTEGRAL MULTISHUTTER DAMPER. F. TYPE C DIFFUSERS TO HAVE INTEGRAL KEY/SCREWDRIVER OPERATED OPPOSED BLADE DAMPER. G. TYPE D, E, F, & G GRILLES SHALL HAVE 1/2" FIN SPACING. SELECTIONS ARE BASED ON PRODUCTS BY AIRMATE. DWELLING UNIT SPLIT SYSTEM HEAT PUMPS TAG INDOOR MODEL No. (AH) OUTDOOR MODEL No. (HP) NOM. TONS MBH TOT. COOL MBH SENS. COOL MBH TNT. HEAT TOTAL CFM ESP IN. W.G. FAN HP AUXILLARY HEATING KW (OUTPUT) ACCESSORIES AH/HP-A ACNF2406 GSZ13018 1.5 15.5 12.1 17.0 565 0.40" 1/4 6.0 1,2,3,5,6,7,8,9,11,12,13,14 AH/HP-B AWUF2408 GSZ13024 2.0 22.9 20.4 23.0 790 0.40" 1/5 8.0 1,2,4,5,6,7,8,10,12,13,14 AH/HP-C AWUF2408 GSZ13024 2.0 22.9 20.4 23.0 790 0.40" 1/5 8.0 1,2,4,5,6,7,8,10,12,13,14 AH/HP-D AWUF2408 GSZ13024 2.0 22.9 20.4 23.0 790 1 0.40" 1/51 8.0 1,2,4,5,6,7,8,10,12,13,14 AH/HP-E AWUF3008 GSZ13030 2.5 26.3 21.4 26.4 1062 0.40" 1/3 8.0 1,2,4,5,6,7,8,10,12,13,14 AH/HP-F AWUF2408 GSZ13024 2.0 22.9 20.4 23.0 790 0.40" 1/5 8.0 1,2,4,5,6,7,8,10,12,13,14 AH/HP-G ACNF2406 GSZ13018 1.5 15.5 12.1 17.0 565 0.40" 1/4 6.0 1,2,3,5,6,7,8,9,11,12,13,14 AH/HP-H ACNF2406 GSZ13018 1.5 15.5 12.1 17.0 565 0.40" 1/41 6.0 1,2,3,5,6,7,8,9,11,12,13,14 AH/HP-I AWUF3008 GSZ13030 2.5 26.3 21.4 26.4 1062 0.40" 1/3 8.0 1,2,4,5,6,7,8,10,12,13,14 AH/HP-K ACNF2406 GSZ13018 1.5 15.5 12.1 17.0 565 0.40" 1/4 6.0 1,2,3,5,6,7,8,9,11,12,13,14 AH/HP-L ACNF2406 GSZ13018 1.5 15.5 12.1 17.0 565 1 0.40" 1/4 6.0 1,2,3,5,6,7,8,9,11,12,13,14 AH/HP-M AWUF2408 GSZ13024 2.0 22.9 20.4 23.0 790 0.40" 1/51 8.0 1,2,4,5,6,7,8,10,12,13,14 AH/HP-N AWUF3008 GSZ13030 2.5 26.3 21.4 26.4 1062 0.40" 1/3 8.0 1,2,4,5,6,7,8,10,12,13,14 AH/HP-0 ACNF2406 GSZ13018 1.5 15.5 12.1 17.0 565 0.40" 1/4 6.0 1,2,3,5,6,7,8,9,11,12,13,14 NOTES: A. COOLING CAPACITIES ARE BASED ON 95'F AMBIENT, 75'F DB/63'F WB ENTERING AIR TEMPERATURE. B. INTEGRATED HEATING CAPACITIES BASED ON 47F AMBIENT. C. COMPRESSOR MANUFACTURER SHALL PROVIDE A REFRIGERANT PIPING DIAGRAM APPROVED BY FACTORY FOR TYPICAL SYSTEMS SHOWING COMPONENTS SUCH AS SUCTION LINE ACCUMULATOR AND RECOMMENDED PIPE SIZES FOR PROPER OPERATION. REFER TO HVAC GENERAL NOTES FOR ADDITIONAL REFRIGERANT PIPING REQUIREMENTS. D. 13 SEER MINIMUM UNITS. E. ELECTRIC HEAT SHALL OPERATE ONLY IN DEFROST MODE OR WHEN THE HEATING LOAD CANNOT BE MET WITH THE COMPRESSOR ALONE. F. GRADE MOUNTED OUTDOOR UNITS SHALL BE INSTALLED PER PLANS. G. PRIMARY CONDENSATE SHALL BE TRAPPED AND ROUTED AS SHOWN ON PLANS. REFER TO UNIT PLANS AND PLUMBING PLANS. ACCESSORIES: 1. FACTORY -INSTALLED ELECTRIC HEAT WITH THERMAL OVERLOADS. 2. 7-DAY PROGRAMMABLE THERMOSTAT PER 2009 IECC WITH AUTOCHANGEOVER AND TIME DELAY RELAY. 3. REMOVABLE/THROWAWAY FILTER IN RETURN GRILLE. 4. REMOVABLE/THROWAWAY FILTER IN INTEGRAL FILTER RACK. 5. INDOOR UNIT TO HAVE FACTORY MOUNTED THERMAL EXPANSION VALVE IF REQUIRED TO ACHIEVE 13.0 SEER RATING. 6. HARD START KIT. 7. DISCONNECT FOR INDOOR UNITS BY DIVISION 15. 8. DISCONNECT FOR OUTDOOR UNITS BY DIVISION 16. 9. SECONDARY CONDENSATE ROUTED ABOVE TUB WITH ESCUTCHEON PLATE. 10. PROVIDE FLOAT SWITCH IN DRAIN PAN FOR SECONDARY CONDESATE. 11. PROVIDE CEILING ACCESS PANEL FOR UNIT MAINTENANCE AND REMOVAL. 12. OUTDOOR HEAT PUMP THERMOSTAT, ADJUSTABLE ON ALL HEAT PUMPS. 13. HEAT PUMP SHUT OFF KIT. 14. BI-FLOW REFRIGERANT FILTER DRYER AS REQUIRED BY MANUFACTURER. OPERABLE WINDOWS AND DOORS SHALL PROVIDE SUFFICIENT VENTILATION PER SELECTIONS ARE BASED ON PRODUCTS BY: GOODMAN. 402.2 IMC 2009 CODE REQUIREMENTS. TOWN HOME SPLIT SYSTEM HEAT PUMP INDOOR OUTDOOR MBH MBH MBH AUXILLARY TAG MODEL No. MODEL No. NOM. TONS TOT. SENS. TNT. TOTAL CFM ESP IN. W.G. FAN HP HEATING W KW (AH) (HP) COOL COOL HEAT (OUTPUT)ACCESSORIES AH/HP-J ARUF3030 GSZ13030 2.5 1 28.4 1 21.6 1 26.4 1 1050 1 0.50" 1/3 1 8.0 1 1,2,3,4,5,6,7,8,9,10,11,12 NOTES: A. COOLING CAPACITIES ARE BASED ON 95'F AMBIENT, 80-F DB/6TF WB ENTERING AIR TEMPERATURE. B. INTEGRATED HEATING CAPACITIES BASED ON 47F AMBIENT. C. COMPRESSOR MANUFACTURER SHALL PROVIDE A REFRIGERANT PIPING DIAGRAM APPROVED BY FACTORY FOR TYPICAL SYSTEMS SHOWING COMPONENTS SUCH AS SUCTION LINE ACCUMULATOR AND RECOMMENDED PIPE SIZES FOR PROPER OPERATION. REFER TO HVAC GENERAL NOTES FOR ADDITIONAL REFRIGERANT PIPING REQUIREMENTS. D. 13 SEER MINIMUM UNITS. E. ELECTRIC HEAT SHALL OPERATE ONLY IN DEFROST MODE OR WHEN THE HEATING LOAD CANNOT BE MET WITH THE COMPRESSOR ALONE. F. GRADE MOUNTED OUTDOOR UNITS SHALL BE INSTALLED PER PLANS. G. PRIMARY CONDENSATE SHALL BE TRAPPED AND ROUTED AS SHOWN ON PLANS. REFER TO UNIT PLANS AND PLUMBING PLANS. ACCESSORIES: 1. 7-DAY PROGRAMMABLE THERMOSTATS PER 2009 IECC WITH AUTOCHANGEOVER AND TIME DELAY RELAY, INTERLOCKED TO ZONE DAMPER SYSTEM 2. REMOVEABLE/THROWAWAY FILTER IN FILTER RACK. 3. INDOOR UNIT TO HAVE FACTORY MOUNTED THERMAL EXPANSION VALVE IF REQUIRED TO ACHIEVE 13.0 SEER RATING. 4. HARD START KIT. 5. DISCONNECT FOR INDOOR UNITS BY DIVISION 15. 6. DISCONNECT FOR OUTDOOR UNITS BY DIVISION 16. 7. FIELD INSTALLED ELECTRIC HEAT KIT FOR HEAT; OUTPUT SPECIFIED ON SCHEDULE. 8. PROVIDE FLOAT SWITCH IN DRAIN PAN FOR SECONDARY CONDESATE. 9. OUTDOOR HEAT PUMP THERMOSTAT, ADJUSTABLE ON ALL HEAT PUMPS. 10. HEAT PUMP SHUT OFF KIT. 11. BI-FLOW REFRIGERANT FILTER DRYER AS REQUIRED BY MANUFACTURER. OPERABLE WINDOWS AND DOORS SHALL 12. ZONE DAMPER SYSTEM. REFERENCE TOWNHOME PLANS FOR MANUFACTURER, MODEL NUMBER, AND DETAILS. PROVIDE SUFFICIENT VENTILATION PER SELECTIONS ARE BASED ON PRODUCTS BY: GOODMAN. 402.2 IMC 2009 CODE REQUIREMENTS. Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY RD., SURE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. ki VL Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M1.00 LEGEND, NOTES, SCHEDULES -MECHANICAL COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN ROUTE DRYER EXHAUST TO OUTSIDE WALL IN THE MOST DIRECT MANNER 40 EXHAUST VENT UP THRU TOP PLATE AND INTO TRUSS SYSTEM. 3"0 EXHAUST VENT UP THRU TOP PLATE AND INTO TRUSS SYSTEM. TRANSITION 3" DUCT IN TRUSS SYSTEM TO DUCT SIZE SHOWN ON PLANS TOP PLATE SHALL BE CUT AND FIRESTOPPED UL LISTED TOP USING APPROVED FIRE PLATE PENETRAT STOP MATERIAL EXHAUST FAN IN WALL INTERIOR PARTITION WALL HAVING ADEQUATE DEPTH FOR INSTALLATION OF WALL FAN. FINISHED FLOOR MOUNT TOP OF FAN 12" BELOW FINISHED CEILING NOTE: 1. ROUTE BATH EXHAUST DUCTS AT ALL TOP LEVEL UNITS TO EXTERIOR SLOPED ROOF CAP. DO NOT PROVIDE MORE THAN (2) 45' ELBOWS FOR TRANSITIONS IN ATTIC. EXHAUST FAN DUCTING DETAIL 4ZrWr7kJATIr` — Mr) CrAI F Best performance L _...4<.;.?i�a. I`9f�ES� rf��'IrG1I;�:ar.: p�.ff . hood type of B A} ; [[ c•cc1� ff�♦ryry { .T ; 2{j f°. Air ft. i�mrtti: ad' �#t} ers-. 2 44 { '. iL. ------------- I --- ......... . .. . . .... . I;y tl l ? �aiF 5 .fir.'. �41 s , OSX1-1 "° GG 4 28 16 f - ---- ................. ------------------- GE DBXR43 DRYER VENT CHART SCHEMATIC — NO SCALE .......... ......_ _ _..... ; :., �e st r: � I �.4..............._ •x e a„ 5 :. c ,A`'i ���• �,�' q GEC>>.1�i�iL'�,ti`r'CfiIL'I::<:; ' •f A S � GE DBXR46 DRYER VENT CHART SCHEMATIC — NO SCALE DISCONNECT (SEE ELECTRICAL DRAWINGS FOR INSTALLATION AND LOCATION) OR ELECTRIC PANEL (SEE ELECTRICAL DRAWINGS FOR INSTALLATION) (PROVIDE MOUNTING BLOCK FOR DISCONNECT) ._� • 36" CLEAR ACCESS HEAT PUMP `<« PROVIDE FLASHING AND CAULK PENETRATION. LIQUID AND SUCTION LINES SL 4 • THICK CONCRETE PAD. .:. .ii w: t, r .=;:;z„=:.:,;.... ... \\\ E:�W..�\\:: :: INSULATED •. as a ' GRADE OFFSET REFRIGERANT LINE INSTALLATION SO THAT THEY THEY ARE NOT LOCATED DIRECTLY BELOW THE DISCONNECT. HEAT PUMP UNIT GRADE MOUNTING DETAIL SCHEMATIC - NO SCALE ROUTE DRYER EXHAUST - TO OUTSIDE WALL IN THE MOST DIRECT MANNER CONNECTION FOR DRYER SECURE TO WALL WITH DRYWALL SCREWS FLEXIBLE DRYER — HOSE BY OWNER DRYER SH LL BE PROVIDED BY OWNE , GE MODELS: -DSXH43 (H.C. UNITS) -DBXR46 4"0 DRYER VENT DRYER VENT BOX, MODEL 425 OR BY IN-O-VATE, UL RATED FOR 1-HR WALL, PER ARCH. DWGS. PROVIDE AS REQUIRED ON UNIT BY UNIT BASIS, REFERENCE SHEET M2.0 DRYER VENT WALL BOX EXHAUST DETAIL SCHEMATIC — NO SCALE FIRE DAMPER ASSEMBLY RUSKIN DIBD2 STYLE B INTERLOCKING BLADE TYPE OR APPROVED EQUAL. INSTALLATION SHALL CONFORM WITH U.L. INSTALLATION GUIDELINES FOR PARTICULAR DAMPER USED. I FIRE RATED ASSEMBLY MOUNTING ANGLE) MOUNTING ANGLE — MINIMUM 1 Y"x1 XN14 GAUGE BOLTED, TACK WELDED OR DUCT; SEE PLANS SCREWED TO SLEEVE AT MAXIMUM 12" O.C. WITH MINIMUM OF TWO CONNECTIONS PER SIDE SLEEVE OF SAME GAUGE AS DUCTWORK (MIN.) HORIZONTAL FIRE DAMPER DETAIL SCHEMATIC — NO SCALE UL LISTED AND APPROVED DAMPER PER CITY REQUIREMENTS AND F&T RATINGS TO COMPLY WITH UL ASSEMBLY. REFER TO UNIT PLANS SUPPLY DUCTWORK FOR EXACT LOCATION OF DUCT PENETRATION INTO STRUCTURE STRUCTURE FIRE ACCESS NOTES: PANEL 1. MECHANICAL CONTRACTOR SHALL COORDINATE THE PLENUM RATINGS OF ALL MATERIALS IN THE HVAC CLOSET WITH ALL DISCIPLINES PRIOR TO - CONSTRUCTION. J RETURN AIR THROUGH 2. ALL WIRING IN THE CLOSET SHALL BE FLEX CONNECTION J FULLY LOUVERED DOOR PLENUM RATED. (REF. ARCH. DWGS) NO COMBUSTIBLES 3. ALL PIPING IN THE CLOSET SHALL BE REFRIGERANT LINES ARE ALLOWED IN THIS CLOSET_ PLENUM RATED. CONDENSATE DRAIN WITH TRAP & VENT 4. ALL OTHER MATERIALS IN CLOSET SHALL BE PLENUM RATED. 5. MECHANICAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL EQUIPMENT AND SYSTEMS IN THIS CLOSET WITH ALL OTHER DISCIPLINES PRIOR. SECURE TO WALL 6. CAREFULLY COORDINATE LOCATION OF FIRE DAMPER ACCESS PRIOR TO CONSTRUCTION. ROUTE CONDENSATE TO PLUMBING DRAIN OSET UGOECLiItNIT HUB DRAIN (BY OTHERS) (APARTMENT) VERTICAL AIR HANDLING UNIT DETAIL SCHEMATIC — NO SCALE UL-555C CEILING RADIATION DAMPER, TYP. DRYER VENT BOX, i MODEL 425 OR 4D FOR DOWN —BOX CONFIGURATIONS BY IN—O—VATE, UL RATED FOR 1—HR WALL, PER ARCH. DWGS. PROVIDE DRYER AS REQUIRED ON UNIT BY UNIT BASIS, REFERENCE UNIT PLAN SHEETS WASHER BOX R SHALL BE PROVIDED INER, GE MODEL: CH43 WASHER L1..-U---------- FRONT VIEW SIDE VIEW NOTES: 1. ALL DISCIPLINES SHALL COORDINATE MEP WORK IN WALLS TO AVOID CONFLICTS. 2. DRYER EXHAUST DUCT SHALL STUB INTO DRYER VENT BOX 3-INCHES MINIMUM. 3. ROUTE DRYER EXHAUST TO ROOF WITH SLOPED CAP AT TOP LEVEL UNITS. 4. DRYER VENT BOXES IN FIRE RATED WALLS SHALL BE UL LISTED AND APPROVED FOR WALL RATING. 5. INSTALL MANUFACTURED "DRYER BOX" BY IN-O-VATE. 6. SEE PERFORMANCE DATA FOR MANUFACTURER AND MODEL NUMBER. 7. SEE PLANS FOR EXACT DRYER VENT BOX INSTALLATION LOCATION. TYPICAL STACKED DRYER MEP DETAIL SCHEMATIC — NO SCALE CONNECT FLEX DUCT ENDS TO SHEET METAL DUCT AND DIFFUSER NECK WITH NYLON TIES AND MASTIC OR ULL APPROVED PRESSURE TAPE. INTERIOR LINER AND EXTERIOR INSULATION OF FLEX DUCT TO BE TIED INDIVIDUALLY. INSTALL USING TENSIONING TOOL AS PER MANUFACTURER'S RECOMMENDATIONS. — ROUND SHEET METAL DUCT DIAMETER AS INDICATED ON PLANS. SUPPLY PLENUM TOP PLATE SHALL BE ' ' CUT AND FIRESTOPPED UL LISTED TOP USING APPROVED FIRE PLATE PENETRATION — 4"0 DRYER EXHAUST STOP MATERIAL DRYER VENT BOX IN WALL -COORDINATE EXACT MOUNT HEIGHT PER OWNER PROVIDED DRYER MANUFACTURING INSTALL GUIDELINES INTERIOR PARTITION WALL HAVING FLEXIBLE DRYER ADEQUATE DEPTH HOSE BY OWNER FOR INSTALLATION OF VENT BOX. FINISHED FLOOR DRYER VENT BOX, SECURE TO WALL WITH NOTE: DRYWALL SCREWS 1. ROUTE 4"0 DRYER EXHAUST DUCTS AT ALL TOP LEVEL UNITS TO EXTERIOR SLOPED ROOF CAP. DO NOT PROVIDE MORE THAN (2) 45' ELBOWS FOR TRANSITIONS IN ATTIC. DO NOT EXCEED MANUFACTURER'S VENTING REQUIREMENTS. STACKED DRYER VENT DUCTING DETAIL SCHEMATIC — NO SCALE NYLON TIES INTERIOR LINER PREINSULATED FLEXIBLE DUCTWORK. SEE SPECIFICATIONS. PROVIDE SUPPORT PER SMACNA STANDARDS. INSTALL FREE OF ::;::. ".... .,.!......:. KINKS & SAGS. SPIN —IN TYPE FITTING SUPPLY GRILLE SEE ARCH. PLANS FOR TYPE NOTE: SEAL INTERIOR LINER OF FLEX DUCT WITH MASTIC AT CONNECTION TO METAL DUCTWORK, DUCTBOARD AND DIFFUSERS. FLEXIBLE DUCT TAKE - OFF DETAIL 1 HR. RATED FLOOR/CEILING OR CEILING ROOF ASSEMBLY, SEE ARCH. DWGS. FOR DETAILS SCHEMATIC — NO SCALE FD AIR HANDLER LOCATED BELOW STRUCTURE MOUNT TO JOIST BLOCKING IN FURR DOWN RA CLEAR AREA ABOVE CEILING FLOOR ABOVE I .........................................................:Z :: SA GRILLE ALL MATERIALS LOCATED RA GRILLE :............. i" ....'�' WITHIN THE RA PLENUM I I WITH FILTER SHALL BE PLENUM RATED FLEX DUCT, TYP. SA GRILLE FURR DOWN CEILING ACCESS PANEL ACCESS PANEL SA PLENUM - SEE MAINTAIN 14" CLEAR DWGS. FOR SIZE IN PLENUM, MIN. I € LIVING SPACE I € --------- : BATHROOM I HALL OR LIVING AREA ___._.....___......_......_...__._.__________________________ __._.___________________________________+t FINISHED Fl .................................................................................................------.........-•---......... ............-- .................................................................._.........................- ....................... NOTES: 1. BATHROOM WALLS SHALL BE FULL HEIGHT FROM FINISHED FLOOR TO BOTTOM OF RATED ASSEMBLY. 2. PROVIDE ADEQUATE WALL OPENINGS ABOVE FURR-DOWN CEILINGS TO ALLOW RETURN AIR TO CIRCULATE BACK TO THE AIR HANDLER. OPENINGS SHALL BE SIZED FOR NO LESS THAN 100 SQ. IN. FREE AREA PER 400 CFM. TYPICAL APARTMENT BATHROOM SECTION SCHEMATIC - NO SCALE CEILING 40 EXHAUST VENT UP THRU TOP PLATE AND INTO TRUSS SYSTEM. TOP PLATE SHALL BE CUT AND FIRESTOPPED UL LISTED TOP USING APPROVED FIRE STOP MATERIAL PLATE PENETRATION DRYER VENT BOX IN WALL INTERIOR PARTITION WALL HAVING ADEQUATE DEPTH FOR INSTALLATION OF VENT BOX. FINISHED FLOOR NOTE: 1. ROUTE 4"0 DRYER EXHAUST DUCTS AT ALL TOP LEVEL UNITS TO EXTERIOR SLOPED ROOF CAP. DO NOT PROVIDE MORE THAN (2) 45' ELBOWS FOR TRANSITIONS IN ATTIC. DO NOT EXCEED MANUFACTURER'S VENTING REQUIREMENTS. STANDALONE DRYER VENT DUCTING DETAIL SCHEMATIC — NO SCALE SUPPLY BOOT DUCT —SEE PLANS POTTORFF CEILING RADIATION DAMPER MODEL CFD521 U.L. LISTED FUSIBLE LINK FIRE DAMPER ASSEMBLY OPPOSED BLADE DAMPER (IF REQUIRED) CEILING CEILING DIFFUSER REFER TO ARCHITECTURAL PLANS FOR UL FIRE ASSEMBLY RATING CEILING RADIATION DAMPER DETAIL SCHEMATIC - NO SCALE J `-4"0 DRYER VENT OR 4"0 OR 6"0 TOILET EXHAUST DUCT. TRANSITION TO 4"0 CAP AT EXTERIOR. FLAPPER 4" OPENING NOTES: 1. PROVIDE WITH INTEGRAL BACKDRAFT DAMPER 2. WALL CAP BY VENTCRAFT, OR APPROVED EQUAL 3. PROVIDE CAP WITH PAINT GRIP COATING FOR FIELD PAINTING. 4. PROVIDE WITH WIRE MESH SCREEN FOR TOILET EXHAUST WALL CAPS ONLY. 5. WALL CAP SHALL HAVE A RUBBER STOPPER UNDER FLAPPER FOR NOISE REDUCTION. DRYER AND TOILET EXHAUST WALL CAP DETAIL SCHEMATIC - NO SCALE ;I Jordan & Skala Engineers, Inc. C3Project Number - 1030009 [73 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75144-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. \ \\ Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC 0'_B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com e- DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M 1 1 0 DETAILS j -MECHANICAL COPYRIGHTQo 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN s DRYER VENT LENGIH CALCULA710NS 26'-0" HORIZONTAL LENGTH . — ----=-=--------= ;........ 6'-0" VERTICAL LENGTH _ —*- 0'-0" 45 DEGREE ELBOWS (2.5 FEET EA) 5'-0" 90 DEGREE ELBOWS (5 FEET EA) t z; (_R1133B00ATH I 37'-0" TOTAL EQUIVALENT DUCT LENGTH L 6 8x6 OWNER PROVIDED DRYER :: ..::..::::::::.::::.............:.::: _._._._._ r____-_-_-_-_ .................. 1t �! ___________ F 4, _ __________________i• I I _ --�-�� ..... 1 g t = I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -` T'STAT T 6"0 " 7"0 LIVING ROOM 8 0 i II 14x6 BEDROOM 2 a EF A O BEDROOM I 11 0 4„0 1t :: 'j It11 BEDROOM 3 1 i � 11111111111111111111'���/��� 1►; _ �Q v� 1404 SUPPLY PLENUM UP INTO TRUSS SPACE WITH FIRE DAMPER AND ACCESS PANEL 4 UNIT B — HC PLAN SCALE: 1/4" = 1'-0" 2 UNIT A — HC PLAN SCALE: 1 /4" = 1 '-0" DRYER 23'-0" VENT UNGTH CJILCULATIOWS HORIZONTAL LENGTH 6'-0" VERTICAL LENGTH 0'-0" 45 DEGREE ELBOWS 2.5 FEET EA) 10'-0" 90 DEGREE ELBOWS (5 FEET EA) 39'-0" TOTAL EQUIVALENT DUCT LENGTH OWNER PROVIDED DRYER 14x6 EF A O. BEDROOM I = E EF A ATH I 30 1_4 B w ' 'J 130 WALL CAP, TYP. - 8x6 4 7"0 � i --- t ; w _ _ I II I .. BATH 2 O BATH :.. . �50 g...... .._.:.. 30 ._...__._...__....... u A- 8x6 ,. 11 11 ` ..................................................... .. 80 5*0 �:•.• w Iql r 6"0 I: I' BEDROOM 3 -_-_-_-___.___._._._.__ 6 7"0 150 `' 12x6 7w0 `' V 12x6 -------- i . _.... _ ._. _........--•---•............................. BEDROOM 2._.._._...; 3 UNIT B PLAN SCALE: 1 /4" = 1'—O" UNIT A PLAN SCALE: 1 /4" = 1'-0" 1414 SUPPLY PLENUM UP INTO TRUSS SPACE WITH FIRE DAMPER AND ACCESS PANEL GENERAL NOTES: 1. ROUTE TOILET EXHAUST AND DRYER DUCTWORK THROUGH 18—INCH OPEN WEB STRUCTURE. 2. COORDINATE ALL WALL CAP LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 3. CONTRACTOR SHALL COORDINATE DUCTWORK ROUTING THROUGH 18—INCH DEEP OPEN WEB STRUCTURE, CHASES, AND ATTIC SPACE TO AVOID STRUCTURAL AND ARCHITECTURAL CONFLICT. 4. WALL CAPS SHALL HAVE BACKDRAFT DAMPERS. TOILET EXHAUST SHALL INCLUDE INSECT SCREEN. 5. COORDINATE DRYER VENT WALL BOX INSIDE WALL WITH PLUMBING AND ELECTRICAL DISCIPLINES PRIOR TO INSTALLATION. 6. MAINTAIN A MINIMUM OF 3'-0" FROM EXHAUST TO ALL OPERABLE DOOR AND WINDOW OPENINGS. 7. DRYER EXHAUST ROUTING SHALL BE ROUTED AS DIRECTLY AS POSSIBLE TO THE EXTERIOR MINIMIZING THE USE OF ELBOWS TO REDUCE OVERALL DRYER VENT LENGTH. 8. ALL MECHANICAL CLOSET DOORS AND DOORS BETWEEN COMMON AREAS AND IN —UNIT CORRIDORS SHALL BE FULLY LOUVERED FOR RETURN AIR. REF. ARCH. DWGS. 7. ROUTE DRYER EXHAUST AND TOILET EXHAUST AT TOP LEVEL UNITS UP TO SLOPED ROOF CAP. 8. GENERAL CONTRACTOR TO COORDINATE WOOD TRUSS INSTALLATION TO AVOID AIR HANDLER DUCT DISCHARGE AND DUCTWORK ROUTING FROM FURRDOWNS INTO TRUSS SPACE CONFLICTS WITH STRUCTURE. KEYNOTES: (APPLY TO THIS SHEET ONLY) OPROVIDE DUCT UP INTO STRUCTURE FROM FURRDOWN CEILING AREA WITH FIRE DAMPER AND ACCESS PANEL. SEE PLANS FOR SIZE OF VERTICAL DUCT. O4"0 BATH EXHAUST ROUTED TO EXTERIOR WALL CAP. COMBINE TWO 4" VENTS TO ONE 6" VENT WHERE SHOWN ON PLANS AND REDUCE TO A 4" VENT CAP AT EXTERIOR. O RECIRCULATING KITCHEN RANGE HOOD. OUNDERCUT DOUBLE DOORS (BY OTHERS) TO PROVIDE MINIMUM OF 100 SQ. IN. FREE AREA FOR DRYER TRANSFER. OROUTE PRIMARY CONDENSATE TO HUB DRAIN IN HVAC CLOSET. PROVIDE FLOAT SAFE-T SWITCH IN AUXILIARY DRAIN PAN. OPLUMBING DRAIN, REFERENCE PLUMBING DRAWINGS FOR EXACT LOCATION. Oj 4"0 DRYER EXHAUST FROM VENT BOX ROUTED TO EXTERIOR WALL CAP. OPROVIDE MINIMUM 120 SQ. IN. OF FREE AREA PER TON FOR RETURN AIR IN WALL ABOVE FURRDOWN CEILING TO ALLOW FOR RETURN AIR BACK TO AIR HANDLER. OROUTE PRIMARY CONDENSATE TO LAV TAILPIECE, COORDINATE WITH PLUMBING CONTRACTOR. SECONDARY CONDENSATE SHALL BE ROUTED DOWN THROUGH FURRDOWN CEILING ABOVE TUB WITH ESCUTCHEON PLATE FOR PANCAKE STYLE UNITS. 10 FULLY LOUVERED DOOR FOR RETURN AIR, BY OTHERS, WITH A MINIMUM OF 3 SF OF FREE AREA. 11 (2) TWO TYPE 'E' GRILLES, HSW, FOR AIR TRANSFER. Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY RD., SURE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN & SKALA ENGINEERS, INC. IN „o. ,Campus , , " " Village J Communities CAMPUS I VILLAGE AT I COLLEGE STATION COLLEGE STATI ON, ON, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DAL LAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04,15.10 29093 SHEET NO. M2.00 UNIT PLAN COPYRIGHTQc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN i DRYER 21'-0" VENT LENGTH CJ4LCULATIONS HORIZONTAL LENGTH 6'-0" VERTICAL LENGTH 2'-6" 45 DEGREE ELBOWS 2.5 FEET EA) 5'-0" 90 DEGREE ELBOWS (5 FEET EA) 34'-6" TOTAL EQUIVALENT DUCT LENGTH OWNER PROVIDED DRYER LIVING ROOM EF A O ...... ............ .................. ................ ..................... BATH 4 _ A 105 BEDROOM 4 I:. � I - 10x6 = EF r — 6"0 EF � ' WALL CAP, TYP. A O ' 4„0 �._. n............................... ,. ._.__..._.._......_-.. 6 0' „ /i BATH I = 9 --- j BATH 2 BATH 3 r�130 _ n8x I I O8o - 8x6 8x6 8x6 ............. 2: 2: _......-... ; _ ._...... _ :\. - �� o Iql f. ----------------------------------------------- JRd rAN 12x6 ------- - 6"0 ____ BEDROOM 3 q�105 6 10x6 105 i :::::: --- -- 0 BEDROOM I s BEDROOM 2 _ _._...... F9311101 4 UNIT F PLAN SCALE: 1/4" = 1'-0" 2 UNIT D PLAN SCALE: 1/4" = 1'-0" v� 1404 SUPPLY PLENUM UP INTO TRUSS SPACE WITH FIRE DAMPER AND ACCESS PANEL 1414 SUPPLY PLENUM UP INTO TRUSS SPACE WITH FIRE DAMPER AND ACCESS PANEL GENERAL NOTES: 1. ROUTE TOILET EXHAUST AND DRYER DUCTWORK THROUGH 18—INCH OPEN WEB STRUCTURE. 2. COORDINATE ALL WALL CAP LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 3. CONTRACTOR SHALL COORDINATE DUCTWORK ROUTING THROUGH 18—INCH DEEP OPEN WEB STRUCTURE, CHASES, AND ATTIC SPACE TO AVOID STRUCTURAL AND ARCHITECTURAL CONFLICT. 4. WALL CAPS SHALL HAVE BACKDRAFT DAMPERS. TOILET EXHAUST SHALL INCLUDE INSECT SCREEN. 5. COORDINATE DRYER VENT WALL BOX INSIDE WALL WITH PLUMBING AND ELECTRICAL DISCIPLINES PRIOR TO INSTALLATION. 6. MAINTAIN A MINIMUM OF 3'-0' FROM EXHAUST TO ALL OPERABLE DOOR AND WINDOW OPENINGS. 7. DRYER EXHAUST ROUTING SHALL BE ROUTED AS DIRECTLY AS POSSIBLE TO THE EXTERIOR MINIMIZING THE USE OF ELBOWS TO REDUCE OVERALL DRYER VENT LENGTH. 8. ALL MECHANICAL CLOSET DOORS AND DOORS BETWEEN COMMON AREAS AND IN —UNIT CORRIDORS SHALL BE FULLY LOUVERED FOR RETURN AIR. REF. ARCH. DWGS. 7. ROUTE DRYER EXHAUST AND TOILET EXHAUST AT TOP LEVEL UNITS UP TO SLOPED ROOF CAP. WALL CAP, TYP. DRYER 22'-6" VENT LENGTH CN (X1LAT10NS HORIZONTAL LENGTH 6'-0' VERTICAL LENGTH 2'-6" 45 DEGREE ELBOWS (2.5 FEET EA) 5'-0" 90 DEGREE ELBOWS 5 FEET EA) I 36'-0' TOTAL EQUIVALENT DUCT LENGTH I OWNER PROVIDED DRYER I 16x16 SUPPLY PLENUM UP INTO TRUSS SPACE WITH FIRE DAMPER AND ACCESS PANEL 5 AH E )--"x BEDROOM I 14x6 BEDROOM 2 14x6 T'STAT 2 7 O 2 Oi O _ LIVING ROOM = i BEDROOM 4 7"0 7"0 19 12x6 N. = I�\ :9 U ld: LJ 3 + c0(D ffl 7— .............................................. r` • ,, t. 5-0 , .. t,wwtxxt„v:... 0 . ' ---.. . KITCHEN I. Y -• 4 : 6'0 0 : 2 40 4"0 4040� 8 40 40 =i' u8x6 BATH I t� g BATH 2 ......... 4 o-g BATH 3 I BATH 4 (, 120 \ •` 2: : , ................. .......-..--.. ..........................: I_..........�..�...«...«.....................�.��...a.____.._.._.»..._...___.Y.��_____________..-.-.........._______�-���._._._a._..__________�___�_______. WALL CAP, TYP. EF EF 3 EF EF A A A A KEYNOTES: (APPLY TO THIS SHEET ONLY) OPROVIDE DUCT UP INTO STRUCTURE FROM FURRDOWN CEILING AREA WITH FIRE DAMPER AND ACCESS PANEL. SEE PLANS FOR SIZE OF VERTICAL DUCT. O4"0 BATH EXHAUST ROUTED TO EXTERIOR WALL CAP. COMBINE TWO 4" VENTS TO ONE 6" VENT WHERE SHOWN ON PLANS AND REDUCE TO A 4" VENT CAP AT EXTERIOR. 30 RECIRCULATING KITCHEN RANGE HOOD. OUNDERCUT DOUBLE DOORS (BY OTHERS) TO PROVIDE MINIMUM OF 100 SQ. IN. FREE AREA FOR DRYER TRANSFER. OROUTE PRIMARY CONDENSATE TO HUB DRAIN IN HVAC CLOSET. PROVIDE FLOAT SAFE-T SWITCH IN AUXILIARY DRAIN PAN. OPLUMBING DRAIN, REFERENCE PLUMBING DRAWINGS FOR EXACT LOCATION. O4"0 DRYER EXHAUST FROM VENT BOX ROUTED TO EXTERIOR WALL CAP. OFULLY LOUVERED DOOR FOR RETURN AIR, BY OTHERS, WITH A MINIMUM OF 3 SF OF FREE AREA. 9O (2) TWO TYPE 'E' GRILLES, HSW, FOR AIR TRANSFER. UPPER LEVEL DRYER :.` VENT SHALL ROUTE' TO THIS LOCATION I. .. FIRST LEVEL DRYER _ VENT SHALL ROUTE TO THIS LOCATION WALL CAP, TYP. 3 UNIT E PLAN SCALE: 1/4" = V-0" UNIT C PLAN SCALE: 1/4" = V-0" 1404 SUPPLY PLENUM WALL CAP, TYP. 71 Jordan & Skala Engineers, Inc. C3Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS. TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 71 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN & SKALA ENGINEERS, INC. Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DAL LAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M2,1O UNIT PLAN COPYRIGHTQc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN -0" HORIZONTAL LENGTH )" VERTICAL LENGTH d r nrrDrr n DMUC M r rrCT 35'-6" TOTAL EQUIVALENT DUCT LENGTH IOWNER PROVIDED DRYER 4 UNIT I PLAN SCALE: 1 /4" = 1'-0" DRYER 22'-0" VENT LENGTH CN LATIONS HORIZONTAL LENGTH 6'-0" VERTICAL LENGTH 2'-6" 45 DEGREE ELBOWS (2.5 FEET EA) 5'-0" 90 DEGREE ELBOWS 5 FEET EA) 35'-6" TOTAL EQUIVALENT DUCT LENGTH II OWNER PROVIDED DRYER I WALL CAP, TYP. 2 UNIT G PLAN SCALE: 1/4" = 1'-0" 16x16 SUPPLY PLENUM UP INTO TRUSS SPACE WITH FIRE DAMPER AND ACCESS PANEL WALL CAP, TYP. DRYER 21'-0" VENT LENGTH CALCULATIONS HORIZONTAL LENGTH 6'-0" VERTICAL LENGTH 2'-6" 45 DEGREE ELBOWS (2.5 FEET EA) 5'-0" 90 DEGREE ELBOWS (5 FEET EA) 1 34'-6" TOTAL EQUIVALENT DUCT LENGTH I DRYER VENT LENGTH CN1XluT10NS 24'-6" HORIZONTAL LENGTH 6'-0" VERTICAL LENGTH 2'-6" 45 DEGREE ELBOWS 2.5 FEET EA) 5'-0" 90 DEGREE ELBOWS (5 FEET EA) 38'-0" TOTAL EQUIVALENT DUCT LENGTH II OWNER PROVIDED DRYER LIVING ROOM 3 UNIT H PLAN SCALE: 1 /4" = 1'-0" MIND EF A 4"0 BEDROOM I BEDROOM 4 6"0 Pon - GENERAL NOTES: 1. ROUTE TOILET EXHAUST AND DRYER DUCTWORK THROUGH 18—INCH OPEN WEB STRUCTURE. 2. COORDINATE ALL WALL CAP LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 3. CONTRACTOR SHALL COORDINATE DUCTWORK ROUTING THROUGH 18—INCH DEEP OPEN WEB STRUCTURE, CHASES, AND ATTIC SPACE TO AVOID STRUCTURAL AND ARCHITECTURAL CONFLICT. 4. WALL CAPS SHALL HAVE BACKDRAFT DAMPERS. TOILET EXHAUST SHALL INCLUDE INSECT SCREEN. 5. COORDINATE DRYER VENT WALL BOX INSIDE WALL WITH PLUMBING AND ELECTRICAL DISCIPLINES PRIOR TO INSTALLATION. 6. MAINTAIN A MINIMUM OF 3'-0" FROM EXHAUST TO ALL OPERABLE DOOR AND WINDOW OPENINGS. 7. DRYER EXHAUST ROUTING SHALL BE ROUTED AS DIRECTLY AS POSSIBLE TO THE EXTERIOR MINIMIZING THE USE OF ELBOWS TO REDUCE OVERALL DRYER VENT LENGTH. 8. ALL MECHANICAL CLOSET DOORS AND DOORS BETWEEN COMMON AREAS AND IN —UNIT CORRIDORS SHALL BE FULLY LOUVERED FOR RETURN AIR. REF. ARCH. DWGS. 7. ROUTE DRYER EXHAUST AND TOILET EXHAUST AT TOP LEVEL UNITS UP TO SLOPED ROOF CAP. 8. GENERAL CONTRACTOR TO COORDINATE WOOD TRUSS INSTALLATION TO AVOID AIR HANDLER DUCT DISCHARGE AND STRUCTURAL CONFLICTS WITH DUCTWORK ROUTING FROM FURRDOWNS INTO TRUSS SPACE. KEYNOTES: (APPLY TO THIS SHEET ONLY) OPROVIDE DUCT UP INTO STRUCTURE FROM FURRDOWN CEILING AREA WITH FIRE DAMPER AND ACCESS PANEL. SEE PLANS FOR SIZE OF VERTICAL DUCT. O4"0 BATH EXHAUST ROUTED TO EXTERIOR WALL CAP. COMBINE TWO 4" VENTS TO ONE 6" VENT WHERE SHOWN ON PLANS AND REDUCE TO A 4" VENT CAP AT EXTERIOR. O RECIRCULATING KITCHEN RANGE HOOD. D UNDERCUT DOUBLE DOORS (BY OTHERS) TO PROVIDE MINIMUM OF 100 SQ. IN. FREE AREA FOR DRYER TRANSFER. OROUTE PRIMARY CONDENSATE TO HUB DRAIN IN HVAC CLOSET. PROVIDE FLOAT SAFE—T SWITCH IN AUXILIARY DRAIN PAN. OPLUMBING DRAIN, REFERENCE PLUMBING DRAWINGS FOR EXACT LOCATION. O4'0 DRYER EXHAUST FROM VENT BOX ROUTED TO EXTERIOR WALL CAP. 8 PROVIDE MINIMUM 120 SQ. IN. OF FREE AREA PER TON FOR RETURN AIR IN WALL ABOVE FURRDOWN CEILING TO ALLOW FOR RETURN AIR BACK TO AIR HANDLER. OROUTE PRIMARY CONDENSATE TO LAV TAILPIECE, COORDINATE WITH PLUMBING CONTRACTOR. SECONDARY CONDENSATE SHALL BE ROUTED DOWN THROUGH FURRDOWN CEILING ABOVE TUB WITH ESCUTCHEON PLATE FOR PANCAKE STYLE UNITS. 10 FULLY LOUVERED DOOR FOR RETURN AIR, BY OTHERS, WITH A MINIMUM OF 3 SF OF FREE AREA. 11 (2) TWO TYPE 'E' GRILLES, HSW, FOR AIR TRANSFER. tA WALL CAP, TYP. BAI 40: BATH 3 30 O .� 0 ♦♦ C ., 01 F i==gr- Ci�"": - 125 ; • 0 '--- i� 6 � x BEDROOM 2 RA 1414 SUPPLY PLENUM UP INTO TRUSS SPACE WITH FIRE DAMPER AND ACCESS PANEL UNIT F - HC PLAN SCALE: 1 /4" = 1'-0" Campus i Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M2.20 L Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. A 0118,I_10I COPYRIGHT @ 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN ROUTE SUPPLY DUC 17'-0" HORIZONTAL LENGTH 6'-0" VERTICAL LENGTH 2'-6" 45 DEGREE ELBOWS FEET EA) 5'-0" 90 DEGREE ELBOWS �2.5 5 FEET EA) 30'-6" TOTAL EQUIVALENT DUCT LENGTH OWNER PROVIDED DRYER 5 UNIT K - HC PLAN SCALE: 1/4" = 1'-0" UNIT J - 3RD FLOOR PLAN SCALE: 1/4" = 1'-0" f ON 2 ON 2 ON 2 �ERMOSTAT/CONTROLS, =R, INTERLOCKS FOR IR IN SUPPLY DUCT. 111111 ^AM -rvfl 12"0 UP TO ATTIC 1414 PLENUM BOX 10"0 UP TO ATTIC UNIT J - 2ND FLOOR PLAN SCALE: 1/4" = 1'-0" 4 UNIT K PLAN SCALE: 1 /4" = 1'-0" UNIT J - 1 ST FLOOR PLAN SCALE: 1/4" = 1'-0" RADIATION DAMPER (TYPICAL) 1404 PLENUM BOX 12"0 UP TO ATTIC GENERAL NOTES: 1. ROUTE TOILET EXHAUST AND DRYER DUCTWORK THROUGH 18-INCH OPEN WEB STRUCTURE. 2. COORDINATE ALL WALL CAP LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 3. CONTRACTOR SHALL COORDINATE DUCTWORK ROUTING THROUGH 18-INCH DEEP OPEN WEB STRUCTURE, CHASES, AND ATTIC SPACE TO AVOID STRUCTURAL AND ARCHITECTURAL CONFLICT. 4. WALL CAPS SHALL HAVE BACKDRAFT DAMPERS. TOILET EXHAUST SHALL INCLUDE INSECT SCREEN. 5. COORDINATE DRYER VENT WALL BOX INSIDE WALL WITH PLUMBING AND ELECTRICAL DISCIPLINES PRIOR TO INSTALLATION. 6. MAINTAIN A MINIMUM OF S-O" FROM EXHAUST TO ALL OPERABLE DOOR AND WINDOW OPENINGS. 7. DRYER EXHAUST ROUTING SHALL BE ROUTED AS DIRECTLY AS POSSIBLE TO THE EXTERIOR MINIMIZING THE USE OF ELBOWS TO REDUCE OVERALL DRYER VENT LENGTH. 8. ROUTE DRYER EXHAUST AND TOILET EXHAUST AT TOP LEVEL UNITS UP TO SLOPED ROOF CAP. 9. GENERAL CONTRACTOR TO COORDINATE WOOD TRUSS INSTALLATION TO AVOID AIR HANDLER DUCT DISCHARGE AND STRUCTURAL CONFLICTS WITH DUCTWORK ROUTING FROM FURRDOWNS INTO TRUSS SPACE. KEYNOTES: (APPLY TO THIS SHEET ONLY) 1 4"0 DRYER EXHAUST FROM VENT BOX ROUTED TO EXTERIOR ROOF CAP. DO NOT PROVIDE MORE THAN (2) 45' TRANSITIONS IN ATTIC. O2 4"0 BATH EXHAUST ROUTED TO EXTERIOR WALL CAP. O3 RECIRCULATING KITCHEN RANGE HOOD. OUNDERCUT DOUBLE DOORS (BY OTHERS) TO PROVIDE MINIMUM OF 100 SQ. IN. FREE AREA FOR DRYER TRANSFER. OROUTE PRIMARY CONDENSATE TO LAV TAILPIECE, COORDINATE WITH PLUMBING CONTRACTOR. PROVIDE FLOAT SAFE-T SWITCH IN AUXILIARY DRAIN PAN. O6 4"0 BATH EXHAUST ROUTED TO EXTERIOR ROOF CAP. DO NOT PROVIDE MORE THAN (2) 45' TRANSITIONS IN ATTIC. Oj 4"0 DRYER EXHAUST FROM VENT BOX ROUTED TO EXTERIOR WALL CAP. OPROVIDE MINIMUM 120 SQ. IN. OF FREE AREA PER TON FOR RETURN AIR IN WALL ABOVE FURRDOWN CEILING TO ALLOW FOR RETURN AIR BACK TO AIR HANDLER. OROUTE PRIMARY CONDENSATE TO LAV TAILPIECE, COORDINATE WITH PLUMBING CONTRACTOR. SECONDARY CONDENSATE SHALL BE ROUTED DOWN THROUGH FURRDOWN CEILING ABOVE TUB WITH ESCUTCHEON PLATE FOR PANCAKE STYLE UNITS. 10 PROVIDE DUCT UP INTO STRUCTURE FROM FURRDOWN CEILING AREA WITH FIRE DAMPER AND ACCESS PANEL SEE PLANS FOR SIZE OF VERTICAL DUCT. 11 (2) TWO TYPE 'E' GRILLES, HSW, FOR AIR TRANSFER. 71 Jordan & Skala Engineers, Inc. �3Project Number-1030009 [73 14240 MIDWAY RD,, SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E NI 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M2,30 UNIT PLAN COPYRIGHT c02010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM 08RIEN 6"0 BEDROOM 3 7"0 DRYER VENT LENGTH CALCULATIONS 9'-0" HORIZONTAL LENGTH 6'-0" VERTICAL LENGTH 2'-6" 45 DEGREE ELBOWS (2.5 FEET EA) 10'-0" 90 DEGREE ELBOWS (5 FEET EA) 27'-6" TOTAL EQUNALENT DUCT LENGTH OWNER PROVIDED DRYER I 4 UNIT 0 PLAN SCALE: 1/4" = 1'-0" AH OM 14x14 SUPPLY PLENUM UP INTO TRUSS SPACE WITH FIRE DAMPER AND ACCESS PANEL O BEDROOM 2 •__• , d� 7"0 12x6 0 • 0 •� ■ LIVING ROOM 180 14x6 E F) E A AF 2 UNIT M PLAN SCALE: 1/4" = 1'-0" DRYER VENT LENGTH CN (X1UT10NS 22'-0" HORIZONTAL LENGTH 6'-0" VERTICAL LENGTH 2'-6" 45 DEGREE ELBOWS (2.5 FEET EA) 5'-0" 90 DEGREE ELBOWS 5 FEET EA) 35'-6" TOTAL EQUIVALENT DUCT LENGTH OWNER PROVIDED DRYER BEDROOM I Lel DRYER VENT LENGTH CALC11UT10NS 22'-0" HORIZONTAL LENGTH 6'-0' VERTICAL LENGTH 29-6" 45 DEGREE ELBOWS I C.A C rl 1nn1 V n1 C\II 111 .ri'-t/' 90 DEGREE ELST ELBOWS (5 A) 5 F ET FA) 3 UNIT N PLAN SCALE: 1/4" = 1'-0" UNIT L PLAN SCALE: 1/4" = 1'-0" DRYER 17'-0" VENT LENGTH CALCULATIONS HORIZONTAL LENGTH 6'-0" VERTICAL LENGTH 2'-6" 45 DEGREE ELBOWS (2.5 FEET EA) 5'-0" 90 DEGREE ELBOWS (5 FEET EA) 1"0 (IN STRUCTURE) GENERAL NOTES: 1. ROUTE TOILET EXHAUST AND DRYER DUCTWORK THROUGH 18—INCH OPEN WEB STRUCTURE. 2. COORDINATE ALL WALL CAP LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 3. CONTRACTOR SHALL COORDINATE DUCTWORK ROUTING THROUGH 18—INCH DEEP OPEN WEB STRUCTURE, CHASES, AND ATTIC SPACE TO AVOID STRUCTURAL AND ARCHITECTURAL CONFLICT. 4. WALL CAPS SHALL HAVE BACKDRAFT DAMPERS. TOILET EXHAUST SHALL INCLUDE INSECT SCREEN. 5. COORDINATE DRYER VENT WALL BOX INSIDE WALL WITH PLUMBING AND ELECTRICAL DISCIPLINES PRIOR TO INSTALLATION. 6. MAINTAIN A MINIMUM OF 3'-0" FROM EXHAUST TO ALL OPERABLE DOOR AND WINDOW OPENINGS. 7. DRYER EXHAUST ROUTING SHALL BE ROUTED AS DIRECTLY AS POSSIBLE TO THE EXTERIOR MINIMIZING THE USE OF ELBOWS TO REDUCE OVERALL DRYER VENT LENGTH. 8. ALL MECHANICAL CLOSET DOORS AND DOORS BETWEEN COMMON AREAS AND IN —UNIT CORRIDORS SHALL BE FULLY LOUVERED FOR RETURN AIR. REF. ARCH. DWGS. 7. ROUTE DRYER EXHAUST AND TOILET EXHAUST AT TOP LEVEL UNITS UP TO SLOPED ROOF CAP. 8. GENERAL CONTRACTOR TO COORDINATE WOOD TRUSS INSTALLATION TO AVOID AIR HANDLER DUCT DISCHARGE AND STRUCTURAL CONFLICTS WITH DUCTWORK ROUTING FROM FURRDOWNS INTO TRUSS SPACE. KEYNOTES: (APPLY TO THIS SHEET ONLY) OPROVIDE DUCT UP INTO STRUCTURE FROM FURRDOWN CEILING AREA WITH FIRE DAMPER AND ACCESS PANEL. SEE PLANS FOR SIZE OF VERTICAL DUCT. O4"0 BATH EXHAUST ROUTED TO EXTERIOR WALL CAP. COMBINE TWO 4" VENTS TO ONE 6" VENT WHERE SHOWN ON PLANS AND REDUCE TO A 4" VENT CAP AT EXTERIOR. O RECIRCULATING KITCHEN RANGE HOOD. OUNDERCUT DOUBLE DOORS (BY OTHERS) TO PROVIDE MINIMUM OF 100 SQ. IN. FREE AREA FOR DRYER TRANSFER. OROUTE PRIMARY CONDENSATE TO HUB DRAIN IN HVAC CLOSET. PROVIDE FLOAT SAFE—T SWITCH IN AUXILIARY DRAIN PAN. 6 PLUMBING DRAIN, REFERENCE PLUMBING DRAWINGS FOR EXACT LOCATION. O4"0 DRYER EXHAUST FROM VENT BOX ROUTED TO EXTERIOR WALL CAP. 8 PROVIDE MINIMUM 120 SQ. IN. OF FREE AREA PER TON FOR RETURN AIR IN WALL ABOVE FURRDOWN COILING TO ALLOW FOR RETURN AIR BACK TO AIR HANDLER. OROUTE PRIMARY CONDENSATE TO LAV TAILPIECE, COORDINATE WITH PLUMBING CONTRACTOR. SECONDARY CONDENSATE SHALL BE ROUTED DOWN THROUGH FURRDOWN CEILING ABOVE TUB WITH ESCUTCHEON PLATE FOR PANCAKE STYLE UNITS. 10 FULLY LOUVERED DOOR FOR RETURN AIR, BY OTHERS, WITH A MINIMUM OF 3 SF OF FREE AREA. 11 (2) TWO TYPE 'E' GRILLES, HSW, FOR AIR TRANSFER. a Jordan & Skala Engineers, Inc. C3Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 173 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. Campus L"'' " Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O'B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M2.40 1114,I11IMI_1ll'i COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN BUILDING TYPE 1 - SECOND FLOOR SCALE: 1 /8" = 1'-0" OXO VA UUUI INIV 31KUUIUKL YYIIrI MVU, rU AINU ACCESS PANEL BELOW. 8"0 OUTSIDE AIR DUCT ROUTED UP THROUGH STRUCTURE TO SLOPED ROOF CAP. MAINTAIN 10'-0" FROM ALL ROOF EXAUST VENTS. BUILDING TYPE 1 - THIRD FLOOR SCALE: 1 /8" = 1'-0" HP HP C C HP I II I ILiII U L_ _I L___J L 4 M3,10 (ALT. LOC.) (ALT. LOC.) F---1 F--7 I II I ....................... ....................... .. CR ........... :.......... ----1 10 1 II 1 HP II 8"0 OUTSIDE AIR DUCT) AH ROUTE 3/4" CONDENSATE FROM ROUTED TO EXTERIOR WALL CR CORRIDOR AIR HANDLER TO NEAREST CAP THROUGH STRUCTURE. LAV TAILPIECE OR TUB DRAIN. 8x8 OA DUCT INTO STRUCTURE WITH OA WALL CAP MVD, FD AND AP BELOW BUILDING TYPE 1 - FIRST FLOOR SCALE: 1 /8" = 1'-0" 1 vu uvmv II`I WALL TO PLBG. DRAIN NOTE: REFERENCE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF CLOSETS. CLOSET LOCATIONS AND EXACT LAYOUTS VARY FROM BUILDING TO BUILDING. Campus " " Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. IT CLOSET/SPRINKLER ROOM PART PLAN SCALE: 1 /4" = 1'-0" TYP. ALL APARTMENT BUILDINGS M3,1 0 Jordan & Skala Engineers, Inc. Project Number • 1030009 BUILDING PLAN 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHTQc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN BUILDING TYPE II - SECOND FLOOR SCALE: 1 /8" = 1'-0" UAL) VM UVW 1141V JIRUVIURL- 111111 IYIYU, I U MIYU ACCESS PANEL BELOW. 8"0 OUTSIDE AIR DUCT ROUTED UP THROUGH STRUCTURE TO SLOPED ROOF CAP. MAINTAIN 10'-0" FROM ALL ROOF EXAUST VENTS. BUILDING TYPE II - THIRD FLOOR SCALE: 1 /8" = V-0" 8"0 OUTSIDE AIR DUCTJ AH ROUTE 3/4' CONDENSATE FROM ROUTED TO EXTERIOR WALL \\- CORRIDOR AIR HANDLER TO NEAREST CAP THROUGH STRUCTURE. CR LAV TAILPIECE .OR TUB DRAIN. 8x8 OA DUCT INTO STRUCTURE WITH OA WALL CAP MVD, FD AND AP BELOW \ BUILDING TYPE II - FIRST FLOOR SCALE: 1 /8" = 1'-0" i Campus IIVillage Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com a'= DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M3,20 Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY RD.. SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. BUILDING PLAN COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN HP HP HP N K K I II I I I I I I O I LH�2 HP T ...,..........::....... ...... ..... ...... ..... ...... ..... ...... ...... BUILDING TYPE III - FIRST FLOOR SCALE: 1/8" = 1'-0" HP HP HP N N L NOTES: 1. HEAT PUMPS SHALL BE LOCATED TO MAINTAIN ALL REQUIRED CLEARANCES. 2. COORDINATE LOCATIONS OF HEAT PUMP UNITS WITH HEAT PUMP DISCONNECTS TO MAINTAIN CODE REQUIRED CLEARANCES TO DISCONNECTS. 3. COORDINATE LOCATIONS OF HEAT PUMP UNITS WITH LANDSCAPING AND SITE PLANS PRIOR TO INSTALLATION. 4. CONTRACTOR SHALL INSTALL AND ROUTE REFRIGERANT LINESETS SO AS TO MINIMIZE ALL LINESET RUNS. 5. TWO (2) CF-A EXHAUST FANS SHALL BE INSTALLED AT EACH FLOOR OF BLDG. TYPE 3, TYPICAL TO THE FIRST FLOOR PLAN SHOWN. KEYNOTES: (APPLIES TO THIS SHEET ONLY) 01 24°x24" ACCESS PANEL REQUIRED BELOW FAN FOR ACCESS. O2 FAN SHALL BE WIRED TO DEDICATED THERMOSTAT (ADJ) MOUNTED HIGH ON WALL NEAR RA. THERMOSTAT SHALL BE SET TO ALLOW CONTINUOUS FAN OPERATION ABOVE 70'F. BELOW 70' F, FAN SHALL SHUT OFF. e=w Jordan & Skala Engineers, Inc. (� Project Number - 1030009 1 14240 MIDWAY RD.. SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M3.30 BUILDING PLAN COPYRIGHTQc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN I HP HP HP J J J BUILDING TYPE IV - FIRST FLOOR SCALE: 1/8" = 1'-0" NOTES: 1. HEAT PUMPS SHALL BE LOCATED TO MAINTAIN ALL REQUIRED CLEARANCES. 2. COORDINATE LOCATIONS OF HEAT PUMP UNITS WITH HEAT PUMP DISCONNECTS TO MAINTAIN CODE REQUIRED CLEARANCES TO DISCONNECTS. 3. COORDINATE LOCATIONS OF HEAT PUMP UNITS WITH LANDSCAPING AND SITE PLANS PRIOR TO INSTALLATION. 4. CONTRACTOR SHALL INSTALL AND ROUTE REFRIGERANT LINESETS SO AS TO MINIMIZE ALL LINESET RUNS. HP HP HP HP J J J J BUILDING TYPE V - FIRST FLOOR SCALE: 1/8" = 1'-0" a Jordan & Skala Engineers, Inc. C3Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 171 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. >..:`a...."> Campus 'nll� Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com =�a DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M3.40 BUILDING PLAN COPYRIGHT (E)2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN LEGEND SYMBOL DESCRIPTION ABBREVIATIONS DESCRIPTION ABBREVIATIONS CEILING DIFFUSER W/FLEX DUCT --- ABOVE FINISHED FLOOR AFF OS TEMPERATURE SENSOR --- BELOW CEILING B/C SD SMOKE DETECTOR DRY BULB / WET BULB DB / WB SIDEWALL SUPPLY GRILLE --- ENTERING AIR TEMPERATURE EAT �- SIDEWALL RETURN GRILLE --- EXTERNAL STATIC PRESSURE (IN W.C.) ESP CEILING RETURN GRILLE --- LEAVING AIR TEMPERATURE LAT CONDENSING UNIT CU OUTSIDE AIR OA ARE DAMPER / CEILING RADIATION DAMPER AD / CRD OPPOSED BLADE DAMPER OBD MANUAL VOLUME DAMPER MVD WIRE MESH SCREEN WMS �-+- EXHAUST FAN (WALL MOUNTED) EF OPEN END DUCT OED X 14 x06 RESIDENTIAL DIFFUSER/REGISTER TAG DENOTES TYPE X DIFFUSER, 12x6 OPENING, SUPPLYING 140 CFM. REFER TO SCHEDULE FOR MODEL DETAILS. --- SUPPLY AIR GRILLE SAG RETURN AIR GRILLE RAG 0 THERMOSTAT T-STAT SUPPLY AIR / RETURN AIR SA / RA A TAG EQUIPMENT DESIGNATION --- HIGH SIDEWALL HSW ACCESS PANEL AP FILTERED RETURN AIR GRILLE FRAG ELECTRIC HEATERS MAX. STEPS MOUNTING SERIES TAG TYPE KW HEIGHT ACCESSORIES EH -A WALL HEATER 4.0 1 24" AFF FRC 1,2,3,4 UH-A FAN FORCED HORIZONTAL 10.0 1 SUSPENDED HUHAA 1,2,3,5 CH -A CEILING HEATER 5.0 1 CEILING FFCH 1,2,3,6 CH-B CEILING HEATER 2.0 1 CEILING FFCH 1,2,3,E REMARKS/ACCESSORIES: 1. DISCONNECT SWITCH BY DIVISION 15. 2. AUTO RESET PRIMARY, MANUAL RESET SECONDARY HIGH LIMIT CONTROLS, AND TIME DELAY RELAY. 3. THERMOSTAT, CONTROLS, TRANSFORMER, ETC. AS REQUIRED. 4. SURFACE WALL MOUNT KIT. 5. SUSPENDED MOUNTING KIT. 6. CEILING MOUNTING KIT. NOTE: COORDINATE LOCATION OF HEATER IN MAIN SELECTIONS ARE BASED ON PRODUCTS BY BERKO. RISER ROOM WITH PLBG. PRIOR TO INSTALLATION. WALL LOUVERS TAG MODEL No. SIZE CFM P INS. DROP OPERATOR INTERLOCK FRAME WL-A EDJ601 18x24 1 600 0.05" 1 ELECTRIC MAINTENANCE VENTILATION FAN ALUMINUM NOTES: A. FINAL COLOR SELECTION SHALL BE MADE BY ARCHITECT AT TIME OF SHOP DRAWING APPROVAL SUBMIT COLOR CHART WITH SHOP DRAWINGS. B. PROVIDE MOTORIZED DAMPER IN PLENUM BEHIND LOUVER. SELECTION BASED ON GREENHECK WITH BAKED ENAMEL FINISH. GENERAL HVAC NOTES HVAC GENERAL NOTES AIR DISTRIBUTION: 1. ALL MECHANICAL EQUIPMENT AND INSTALLATIONS SHALL CONFORM WITH THE REQUIREMENTS OF THE 2009 INTERNATIONAL 1. SUPPLY, RETURN AND O.A. DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEETMETAL AS RECOMMENDED IN SMACNA DUCT MECHANICAL CODE, THE 2009 INTERNATIONAL BUILDING CODE, THE 2009 INTERNATIONAL ENERGY CODE, STATE AMENDMENTS NFPA CONSTRUCTION STANDARDS LATEST EDITION. ALL JOINTS AND SEAMS IN ALL SHEETMETAL DUCTWORK SHALL BE SEALED WITH DUCT 90A, 101, UNDERWRITERS LABORATORIES (OR ETL) AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. SEALER. 2. PRIOR TO PURCHASING ANY MATERIALS OR STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, 2. ALTERNATE SUPPLY AND RETURN DUCTWORK - 1" THICK FIBERGLASS DUCT BOARD (MINIMUM R-6 OR AS REQUIRED BY APPLICABLE DUCTWORK SIZES AND LOCATIONS EQUIPMENT, ETC. SHOWN ON THE DRAWINGS Q RAW NGS OR AFFECTING THIS WORK AND SHALL REPORT ANY ENERGY CODE), WITH GLASS FABRIC REINFORCED VAPOR BARRIER, JOHNS-MANVILLE TYPE 475 ' OR EQUAL. FIBERGLASS DUCTWORK DEVIATIONS TO THE ARCHITECT. AND TAPING SYSTEM SHALL BE U.L-181 LISTED AND SHALL BEAR THE U.L. LABEL. ALL FIBERGLASS DUCTWORK AND ACCESSORIES SHALL BE FABRICATED BY A MANUFACTURER'S AUTHORIZED FABRICATOR, SHALL BE INSTALLED WITH THE FABRICATOR'S SUPERVISION 3. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING, PURCHASING, OR FABRICATING AND ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. FIBERGLASS DUCTWORK SHALL NOT BE USED OUTDOORS. ANY MECHANICAL EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE: ALL EQUIPMENT SCHEDULED OR SPECIFIED ON THE DRAWINGS; DUCTWORK DRAWN TO 1/4" SCALE OR THE SCALE SHOWN ON THE DRAWINGS; REFRIGERANT PIPING AND CONTROL WIRING 3, ALL OPEN ENDED DUCTS AND FAN OUTLETS SHALL HAVE �" X X" HARDWARE CLOTH AFFIXED TO THE OPENING. SCHEMATICS CERTIFIED BY THE AIR CONDITIONING EQUIPMENT MANUFACTURER. FAILURE TO SUBMIT REFRIGERANT PIPING DRAWINGS SHALL BE CAUSE FOR REJECTION OF THE ENTIRE SUBMITTAL. LONG LINE REFRIGERANT PIPING APPLICATIONS SHALL BE IN 4. EXHAUST DUCTWORK SHALL BE GALVANIZED SHEET METAL CONSTRUCTED TO SMACNA STANDARDS AND SHALL NOT BE INSULATED ACCORDANCE WITH THE MANUFACTURER'S CURRENT SPLIT SYSTEM LONG -LINE APPLICATION GUIDELINE. UNLESS NOTED OTHERWISE. 4. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 5. ALL DUCTWORK SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. DUCT SUPPORTS AND ATTACHMENT TO STRUCTURE SHALL BE PER SMACNA STANDARDS. 5. ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. 6. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX M-KE (U.L 181 LISTED, CLASS 1 FLEXIBLE AIR DUCT) OR EQUAL. PROVIDE 6. ALL HVAC COMPRESSORS SHALL HAVE EXTENDED 4-YEAR MANUFACTURER'S WARRANTY FOR A 5-YEAR TOTAL WARRANTY. THERMAFI_EX M-KE R-8 (R-VALUE - 8.0 MINIMUM OR AS REQUIRED BY LOCAL ENERGY CODE).. AIR CONNECTORS ARE NOT ACCEPTABLE. FLEX DUCT DIAMETER SHALL MATCH DEVICE NECK DIAMETER. PROVIDE ROUND GALVANIZED STEEL DUCT RUNOUTS TO 7. FOR EXACT LOCATION OF OUTDOOR AIR CONDITIONING UNITS, SEE ARCHITECTURAL DRAWINGS. MAINTAIN A MAXIMUM FLEXIBLE DUCT LENGTH OF 8'-0". FLEXIBLE DUCTWORK SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE AND 8. INSTALL GRADE MOUNTED OUTDOOR AIR CONDITIONING EQUIPMENT LEVEL ON 4" THICK REINFORCED CONCRETE PADS, EXTENDING 6" SHALL BE ROUTED AND SUPPORTED WITHOUT FORMING CRIMPS OR OTHER AIR FLOW RESTRICTIONS. PROVIDE SQUARE TO ROUND ADAPTERS OR BOOTS TO CONNECT TO AIR DEVICE NECK WHEN REQUIRED. BEYOND UNIT PERIMETER. 7. ROUND AND FLEXIBLE SUPPLY AIR DUCTWORK SHALL BE CONNECTED TO MAIN DUCTS WITH A SPIN -IN OR TAB -TYPE FITTING WITH 9. PORTIONS OF DUCTWORK AND PIPE INSULATION VISIBLE THROUGH AIR DISTRIBUTION DEVICES IN FINISHED AREAS SHALL BE PAINTED SCOOP AND BALANCING DAMPER (EXCEPT WHERE INSTALLED ABOVE INACCESSIBLE CEILINGS, THE DAMPER SHALL BE OMITTED AND FLAT BLACK. PROVIDED IN THE AIR DEVICE NECK). 10. MOUNT TOP OF THERMOSTATS 4'-0" AFF UNLESS NOTED OTHERWISE. PROVIDE CLEAR LOCKING GUARD ASSEMBLIES FOR ALL PUBLIC 8, DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS. AREA THERMOSTATS. COORDINATE THERMOSTAT LOCATIONS WITH OTHER TRADES. ALL THERMOSTATS SHALL BE ADA COMPLIANT. 11. ALL WORK SHALL BE COORDINATED AND PERFORMED WITH PRIOR APPROVAL FROM THE OWNER TO SUIT HIS OPERATING CONDITIONS. 9• EXTERNAL STATIC PRESSURE (ESP) DOES NOT INCLUDE COIL, CASING OR FILTER PRESSURE DROP. 12. ANY EXISTING WALL, FLOOR, OR CEILING SURFACE THAT IS DISTURBED DURING THE COURSE OF THE HVAC WORK SHALL BE 10. INSTALL FIRE DAMPERS IN ALL RATED WALLS, FLOOR AND CEILING PENETRATIONS. FIRE DAMPERS SHALL BE THE DYNAMIC TYPE REPAIRED TO MATCH NEW AND/OR EXISTING CONDITIONS. WITH BLADES OUT OF THE AIRSTREAM WHERE POSSIBLE. REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RATED ASSEMBLIES. PROVIDE ACCESS DOORS IN DUCTWORK AT EACH FIRE DAMPER LOCATION. INSTALL SMOKE DAMPERS IN ALL DUCT 13. AFTER CONSTRUCTION, THE ENTIRE HVAC SYSTEM SHALL BE CLEANED, TESTED AND ADJUSTED TO SATISFY EQUIPMENT SCHEDULE. PENETRATIONS THROUGH SMOKE RATED WALLS. WHERE DUCTS PENETRATE WALLS THAT CARRY BOTH FIRE AND SMOKE RATINGS, THE CLUB AREAS SHALL NOT REQUIRE AN AIR TEST AND BALANCE BE PERFORMED. DAMPERS INSTALLED SHALL BE COMBINATION FIRE AND SMOKE DAMPERS. ALL DAMPERS SHALL BE U.L. 555 AND/OR 555S LABELED. 14. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT, DUCTWORK, PIPING, ETC. TO FIT WITHIN THE 11. LOCATIONS OF GRILLES, REGISTERS, & DIFFUSERS SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE EXACT LOCATIONS SPACE ALLOWED BY THE ARCHITECTURAL AND STRUCTURAL CONDITIONS. CUTTING OR OTHERWISE ALTERING ANY STRUCTURAL WITH LIGHTS, CEILING GRID, ETC. AND ARCHITECTURAL REFLECTED CEILING PLAN. MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 15. AIR HANDLING UNITS LOCATED ABOVE THE LOWEST LEVEL FINISHED FLOOR SHALL BE INSTALLED WITH AN AUXILIARY CONDENSATE INSULATION: DRAIN PAN UNDER THE UNIT. PROVIDE AN ELECTRONIC WATER LEVEL DETECTOR WIRED TO SHUTDOWN THE UNIT UPON DETECTION IN SECONDARY DRAIN PAN. INSTALL MINIMUM 4' X 4' X 3/4" THICK PLYWOOD SERVICE PLATFORM ON UNIT SERVICE SIDE OF UNITS 1. DUCT INSULATION: LOCATED IN ATTIC SPACES. 16. ALL PIPE AND DUCT PENETRATIONS OF FIRE AND/OR SMOKE -RATED ASSEMBLIES SHALL BE FIRE -STOPPED AS REQUIRED TO a. SHEETMETAL SUPPLY, RETURN, & O.A. DUCTWORK IN NON -AIR CONDITIONED AREAS SHALL BE INSULATED WITH 2" THICK, 3/4 RESTORE THE ASSEMBLY TO ITS ORIGINAL INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE AS MANUFACTURED BY TREMCO, HILTI, 3M LB/FT DENSITY FIBERGLASS BLANKET INSULATION WITH FOIL VAPOR BARRIER, U.L LISTED, R-8 MINIMUM. PUNCTURES AND OR APPROVED EQUAL. TEARS IN THE FOIL JACKET SHALL BE PATCHED WITH FOIL TAPE TO MAINTAIN THE INTEGRITY OF THE VAPOR BARRIER.. 17. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE CEILINGS AND IN WALL STRUCTURE TO ALLOW ADEQUATE ROOM FOR MAINTENANCE OF b. DUCTWORK WITHIN AN OPEN ATTIC SPACE SHALL BE WRAPPED WITH MINIMUM R-8 DUCTWRAP INSULATION WITH FOIL FACED EQUIPMENT AND BALANCING OF SYSTEMS. ACCESS PANELS IN CEILING AND WALLS SHALL BE PROVIDED WHERE SHOWN ON THE VAPOR BARRIER. DRAWINGS OR NECESSARY TO ACCESS DAMPERS, VALVES, ETC. COORDINATE EXACT LOCATION OF ALL ACCESS PANELS WITH THE ARCHITECT DURING THE SHOP DRAWING PROCESS. 2 DUCT LINER: LINE ALL SHEETMETAL DUCTWORK A MINIMUM OF 15'-0" OR AS INDICATED DOWNSTREAM OF ALL AIR HANDLING UNITS, ( ) FAN COIL UNITS AND TERMINAL UNITS. DUCT LINER SHALL BE 1" THICK, 3 LB/FT' DENSITY (MINIMUM R VALUE = 4.0 OR AS 18. ALL MECHANICAL EQUIPMENT SHALL BE LABELED WITH A SEMI -RIGID PLASTIC LAMINATE NAMEPLATE WITH 2" HIGH WHITE LETTERS ON REQUIRED BY APPLICABLE ENERGY CODE); CERTAINTEED " TOUGHGARD 2" OR EQUAL BY KNAUF OR JOHNS-MANVILLE. THE LEADING A BLACK BACKGROUND SECURELY AFFIXED TO THE EQUIPMENT. THE NAMEPLATE SHALL SHOW THE EQUIPMENT TAG USED ON THESE EDGE OF THE DUCT LINER SHALL HAVE A SHEETMETAL NOSING. DRAWINGS. 3. PIPE INSULATION: 19. REFER TO ARCHITECTURAL PLANS FOR FLOOR AND CEILING ASSEMBLY UL RATINGS AND DETAILS. a. REFRIGERANT SUCTION PIPING SHALL BE INSULATED WITH 3/4" THICK FLEXIBLE ELASTOMERIC TUBING INSULATION, AP 20. GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF WOOD ROOF TRUSS SHOP DRAWINGS AND FIELD TRUSSES TO AVOID ARMAFLEX PIPE INSULATION MANUFACTURED BY ARMACEL OR EQUAL INSULATION SHALL BE SLID OVER PIPING FROM ONE WOOD TRUSSES CONFLICTING WITH VERTICAL SHAFTS AND INDIVIDUAL AIR HANDLING UNIT DISCHARGE PLENUMS. END BEFORE PIPE ENDS ARE JOINED AND SHALL NOT BE SLIT OR CUT. ALL JOINTS AND SEAMS SHALL BE SEALED WEATHER -TIGHT. FINISH COAT FOR FLEXIBLE ELASTOMERIC INSULATION INSTALLED OUTDOORS SHALL BE WATER -BASED LATEX MECHANICAL/ELECTRICAL COORDINATION: ENAMEL DESIGNED FOR USE OVER ALL FORMS OF FLEXIBLE ELASTOMERIC INSULATION. FINISH COAT SHALL PROVIDE A PROTECTIVE FINISH SUITABLE TO BOTH INDOOR AND OUTDOOR APPLICATIONS, FORMULATED FOR COLD WEATHER FLEXIBILITY TO 1. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL RESIST CRACKING AND WEATHER -RESISTANT TO ULTRAVIOLET (UV) AND OZONE. COATING SHALL BE ARMAFLEX WB FINISH OR DRAWINGS PRIOR TO ORDERING EQUIPMENT OR SUBMITTING SHOP DRAWINGS, AND SHALL FURNISH EQUIPMENT WIRED FOR THE EQUIVALENT. VOLTAGES SHOWN THEREIN. SHOP DRAWING SUBMITTALS SHALL CLEARLY STATE THAT THE ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT HAS BEEN COORDINATED WITH THE ELECTRICAL CONTRACT DOCUMENTS AND THE ELECTRICAL CONTRACTOR. PIPING: 2. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT SWITCHES AT EACH PIECE OF 1. REFRIGERANT PIPING SHALL BE TYPE L OR REFRIGERATION SERVICE COPPER TUBING WITH BRAZED JOINTS. EQUIPMENT. COORDINATE SWITCH TYPE (FUSED OR NON -FUSED) WITH EQUIPMENT CHARACTERISTICS, MANUFACTURER'S RECOMMENDATIONS AND THE ELECTRICAL DRAWINGS. 2. CONDENSATE FROM ALL AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED AS SHOWN ON PLANS. CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC (EXCEPT INSULATED COPPER OR CPVC IN HVAC PLENUMS). CONDENSATE SHALL BE PUMPED AS 3. ALL REQUIRED CONTROL WIRING (INCLUDING POWER WIRING REQUIRED FOR CONTROL PANELS, DEVICES, ETC.) NOT SHOWN ON THE REQUIRED. ELECTRICAL DRAWINGS SHALL BE INCLUDED AS PART OF THE MECHANICAL WORK. WIRING IN HVAC PLENUM SPACES SHALL BE INSTALLED ACCORDING TO CODE REQUIREMENTS. 3. ALL PIPING ABOVE GRADE SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. PIPING HUNG FROM JOISTS SHALL BE HUNG FROM THE TOP CHORDS OF THE JOISTS. 4. UNLESS NOTED OTHERWISE, TRANSFORMERS, CONTROLS AND CONTROL WIRING REQUIRED FOR ALL MECHANICAL SYSTEMS SHALL BE FURNISHED WITH THE EQUIPMENT IT SERVES AND INSTALLED BY THE MECHANICAL CONTRACTOR. MOTOR STARTERS FOR HVAC EQUIPMENT SHALL BE FURNISHED WITH THE MOTOR OR APPARATUS WHICH IT OPERATES. MOTOR STARTER INSTALLATION SHALL BE BY THE DIVISION 16 CONTRACTOR. DUCT SMOKE DETECTORS: 1A. ALL FANS SUPPLYING MORE THAN 2000 CFM OF AIR TO ANY SPACE SHALL BE INSTALLED WITH A SMOKE DETECTOR IN THE RETURN DUCTWORK. DUCT SMOKE DETECTORS SHALL BE INSTALLED IN THE RETURN AIR PATH OF AIR DISTRIBUTION SYSTEMS UTILIZING A COMMON SUPPLY AND/OR RETURN AIR PLENUM WITH A COMBINED DESIGN CAPACITY GREATER THAN 2000 CFM. 1 B. THE SMOKE DETECTOR SHALL BE WIRED TO STOP THE FAN UPON DETECTION OF SMOKE, AND SIGNAL THE BUILDING FIRE ALARM CONTROL PANEL THE SMOKE DETECTOR SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR, MOUNTED IN THE DUCT BY THE MECHANICAL CONTRACTOR, AND WIRED BY THE ELECTRICAL CONTRACTOR. SPLIT SYSTEM HEAT PUMPS TAG SERVICE INDOOR MODEL No. (AH) OUTDOOR MODEL No. (HP) NOM. TONS MBH TOT. COOL MBH SENS. COOL MBH INT. HEAT TOTAL CFM OA CFM ESP IN. W.G. FAN HP AUXILLARY HEATING KW (OUTPUT) ACCESSORIES AH/CU-1A EXERCISE 4TEE3F65 4TWX5060 5.0 58.7 44.7 56.5 1890 360 0.70" 1.0 18.7 1,2,3,4,5,6,7,8,9,10,11,12 AH/CU-1B EXERCISE 4TEE3F65 4TWX5060 5.0 58.7 44.7 56.5 1890 360 0.70" 1.0 18.7 1,2,3,4,5,6,7,8,9,10,11,12 AH/CU-2A MAIN HALL 4TEE3F65 4TWX5060 5.0 58.7 44.7 56.5 1890 400 0.70" 1.0 18.7 1,2,3,4,5,6,7,8,9,10,11,12 AH/CU-2B MAIN HALL UPPER 4TEE3F37 4TWX5024 2.0 24.4 17.3 23.8 900 115 0.50" 1/2 7.2 1,2,3,4,5,6,7,8,9,10,11,12 AH/CU-3 OFFICES 4TEE3F37 4TWX5024 2.0 24.4 17.3 23.8 900 90 0.50" 1/2 7.2 1,2,3,4,5,6,7,8'9'10,11 AH/CU-4 MAINTENANCE 4TEH3F18 4TWX5018 1.5 18.4 12.9 18.2 840 120 0.30" 1/2 7.2 1,2,3,4,5,6,7,8,9,10,11 AH/CU-5 CONFERENCE 4TEE3F49 4TWX5048 4.0 47.9 33.9 50 1 1600 210 0.70" 3/4 14.4 1,2,3,4,5,6,7,8,9,10,11 AH/CU-6 SITTING 4TEE3F39 4TWX5036 3.0 36.2 26.0 34 1235 90 0.50" 1/2 7.2 1,2,3,4,5,6,7,8,9,10,11 AH/CU-7 GAME ROOM 4TEE3F65 4TWX5060 5.0 58.7 44.7 56.5 1890 380 0.70" 1.0 18.7 1,2,3,4,5,6,7,8,9,10'11,12 AH/CU-8 PC ROOM 4TEE31737 4TWX5030 2.5 29.3 20.8 30 1000 180 0.50" 1/2 7.2 1,2,3,4'5,6'7'8,9'10,11 AH/CU-9 UPPER CORR 4TEE31737 4TWX5024 2.0 24.4 17.3 23.8 900 90 0.50" 1/2 7.2 1,2,3,4,5,6,7,8,9,10,11 AH/CU-M MAINTENANCE SHED 4TEE3F37 4TWX5024 2.0 24.4 17.3 23.8 1 900 50 0.50" 1/2 7.2 1,2,3-,4,5,6,7,8,9,10,11 NOTES: A. COOLING CAPACITIES ARE BASED ON 95'F AMBIENT, 80-F DB/6TF WB ENTERING AIR TEMPERATURE. B. INTEGRATED HEATING CAPACITIES BASED ON 47*F AMBIENT. C. COMPRESSOR MANUFACTURER SHALL PROVIDE A REFRIGERANT PIPING DIAGRAM APPROVED BY FACTORY FOR TYPICAL SYSTEMS SHOWING COMPONENTS SUCH AS SUCTION LINE ACCUMULATOR AND RECOMMENDED PIPE SIZES FOR PROPER OPERATION. REFER TO HVAC GENERAL NOTES FOR ADDITIONAL REFRIGERANT PIPING REQUIREMENTS. D. NOMINAL 15 SEER MINIMUM UNITS WITH ECM MOTORS IN THE AIR HANDLERS (EXCEPT AH-4). E. ELECTRIC HEAT SHALL OPERATE ONLY IN DEFROST MODE OR WHEN THE HEATING LOAD CANNOT BE MET WITH THE COMPRESSOR ALONE. F. GRADE MOUNTED OUTDOOR UNITS SHALL BE INSTALLED PER PLANS. G. PRIMARY CONDENSATE SHALL BE TRAPPED AND ROUTED AS SHOWN ON PLANS. REFER TO UNIT PLANS AND PLUMBING PLANS. ACCESSORIES: 1. 7-DAY PROGRAMMABLE THERMOSTAT WITH ADAPTIVE RECOVERY AND TIME DELAY RELAY. 2. REMOVEABLE/THROWAWAY FILTER IN FILTER RACK. 3. INDOOR UNIT TO HAVE FACTORY MOUNTED THERMAL EXPANSION VALVE IF REQUIRED FOR 13.0 SEER RATING. 4. HARD START KIT. 5. DISCONNECT FOR INDOOR UNITS BY DIVISION 15. 6. DISCONNECT FOR OUTDOOR UNITS BY DIVISION 16. 7. FIELD INSTALLED ELECTRIC HEAT KIT FOR HEAT; OUTPUT SPECIFIED ON SCHEDULE. 8. PROVIDE FLOAT SWITCH IN DRAIN PAN FOR SECONDARY CONDESATE. 9. OUTDOOR HEATPUMP THERMOSTAT, ADJUSTABLE ON ALL HEATPUMPS. 10. HEAT PUMP SHUT OFF KIT. 11. BI-FLOW REFRIGERANT FILTER DRYER AS REQUIRED BY MANUFACTURER. 12. SMOKE DETECTOR IN RETURN AIR DUCT. SELECTIONS ARE BASED ON PRODUCTS BY: TRANE. DUCTLESS SPLIT SYSTEM HEAT PUMP TAG MODEL N0. MODEL N0. AIRFLOW (INDOOR UNIT) TOTAL COOLING TOTAL HEATING COOLING EAT ACCESSORIES INDOOR OUTDOOR (CFM) (MBH) (MBH) (DB/WB) AH/HP-T FTXSI8DVJU RXS18DVJU 1 530 1 18.0 1 21.9 80/67 1,2,3,4,5,6,7 NOTES A. COOLING CAPACITIES BASED ON 95'F AMBIENT COOLING, 80'FDB/67'FWB ENTERING AIR TEMPERATURE AND 47-F AMBIENT HEATING. B. ROUTE AH CONDENSATE PER PLANS. C. MINIMUM 13 SEER. ACCESSORIES: 1. MICROPROCESSOR CONTROL WITH NON -REMOVABLE MOUNTING BRACKET. 2. DISCONNECT SWITCH FOR INDOOR UNIT SHALL BE BY DIVISION 16. 3. DISCONNECT SWITCH FOR OUTDOOR UNIT SHALL BE BY DIVISION 16. 4. CONDENSATE PUMP W/CHECK VALVE ON INDOOR UNIT AND FLOAT SWITCH FOR SECONDARY CONDENSATE. 5. WASHABLE FILTER. 6. PRE -CHARGED REFRIGERANT LINE SET. 7. MOUNT HEAT PUMP UNIT PER DETAILS. SELECTIONS ARE BASED ON PRODUCTS BY: DAIKIN. FANS TAG MODEL DUTY CFM ESP MONES AX MOTOR SIZE RPM DRIVE (FIGSHT ) ACCESSORIES EF-1A,1B GC-184 TOILET 210 0.25" 5.0 FRAC. HP 1322 DIRECT 25 1,2,3 EF-2A,2B GC-144 TOILET 70 0.25" 3.0 FRAC. HP 772 DIRECT 25 1,2,3 EF-3 GC-162 TANNING 100 0.25" 3.0 FRAC. HP 893 DIRECT 25 1,3,5 EF-4 GC-164 PROJECTOR ROOM 120 0.25" 3.0 FRAC. HP 933 DIRECT 25 1,3,4 EF-5,10 GC-144 MAINT. TOILET/JAN. CLO. 75 0.25" 3.0 FRAC. HP 772 DIRECT 25 1,2,3 EF-6 GC-720 MAINTENANCE 600 0.25" 3.0 FRAC. HP 1288 DIRECT 40 3,4,6,7 EF-7 GC-184 CABANA TOILET 210 0.25" 5.0 FRAC. HP 1322 DIRECT 25 1,3,8 EF-8 GC-184 CABANA TOILET 210 0.25" 5.0 FRAC. HP 1322 DIRECT 25 1,3,8 EF-9 GC-184 ELEV. MACH. RM 210 0.25" 5.0 FRAC. HP 1322 DIRECT 25 1,3,4 ACCESSORIES: 1. GRAVITY BACKDRAFT DAMPER. 6. INTERLOCK TO MOTORIZED DAMPER AT INTAKE LOUVER. 2. WIRE INTO LIGHT SWITCH (COORDINATE WITH ELECTRICAL). 7. MOTORIZED BACKDRAFT DAMPER. 3. PLUG -TYPE DISCONNECT. 8. WIRE INTO OCCUPANCY SENSOR. 4. THERMOSTAT SET AT 80-F (ADJUSTABLE). 5. CONTINUOUS OPERATION. SELECTIONS ARE BASED ON PRODUCTS BY COOK. GRILLES, REGISTERS &DIFFUSERS TAG SERIES CFM BLOW DUTY NECK SIZE DAMPER MATERIAL/NOTES A 100 SEE PLANS SEE PLANS SUPPLY SEE PLANS SEE PLANS YES STEEL W/ INTEGRAL DAMPER (OBD) B A100 SEE PLANS SEE PLANS SUPPLY SEE PLANS SEE PLANS YES ALUMINUM W/ INTEGRAL DAMPER C E240-VO SEE PLANS SEE PLANS SIDEWALL SUPPLY SEE PLANS SEE PLANS YES ALUMINUM DOUBLE DEFLECTION W/OBD D 170 --- --- RETURN/TRANSFER SEE PLANS SEE PLANS NO STEEL W/ 35' BLADES E TMS SEE PLANS SEE PLANS SUPPLY SEE PLANS 24x24 YES SQUARE CONE DIFFUSERS F 50F SEE PLANS SEE PLANS RETURN SEE PLANS 2424 YES EGGCRATE G 50F SEE PLANS SEE PLANS RETURN SEE PLANS 2412 YES EGGCRATE NOTES: A. REFER TO ARCHITECTURAL DRAWINGS FOR TYPE OF CEILING AND/OR SUSPENSION SYSTEM FOR FRAME TYPE REQUIREMENTS. B. FINISH SHALL BE OF THE TYPE AND COLOR SELECTED BY ARCHITECT. SUBMIT FINISH CHART WITH SHOP DRAWINGS. C. OBD: KEY/SCREWDRIVER OPPOSED BLADE VOLUME DAMPER. D. TYPE A AND B DIFFUSERS TO HAVE 1/2- FIN SPACING AND INTEGRAL MULTISHUTTER DAMPER. E. TYPE C DIFFUSERS TO HAVE INTEGRAL KEY/SCREWDRIVER OPERATED OPPOSED BLADE DAMPER. F. TYPE D GRILLES SHALL HAVE 1/2" FIN SPACING. SELECTIONS ARE BASED ON PRODUCTS BY AIRMATE (A THRU D) AND TITUS (E THRU G). INTAKE HOODS TAG MODEL No. DxH CFM THROAT DIRE PRES. DROP OPERATOR FRAME ACCESSORIES IH-1 20 PR 36"0x11 1 1145 1 20.0 1 0,05" 1 GRAVITY I ALUMINUM 1,2 IH-2 20 PR 36"Ox11 1140 1 20"0 1 0.05" 1 GRAVITY I ALUMINUM 1,2 NOTES: A. FINAL COLOR SELECTION SHALL BE MADE BY ARCHITECT AT TIME OF SHOP DRAWING APPROVAL SUBMIT COLOR CHART WITH SHOP DRAWINGS. ACCESSORIES: 1. BAKED ENAMEL FINISH, BIRD SCREEN, CURB SEAL, INSULATED CURB, DUCT TRANSITION, AND 12" CURB. 2. TRANSITION FROM THROAT INLET TO DUCT SIZE SHOWN ON PLANS. SELECTIONS BASED ON COOK. Campus JILVVillage Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M3.50 Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 . Texas Firm Registration # F-4990 COPYRIGHT ® 2010 JORDAN do SKALA ENGINEERS, INC. LEGEND, NOTES, SCHEDULES MECHANICAL COPYRIGHT c02010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN N T SHEET METAL NN S CONNECT FLEX DUCT ENDS 0 DUCT AND DIFFUSER NECK WITH NYLON TIES AND MASTIC OR UL TAPE. INTERIOR LINER AND EXTERIOR INSULATION OF FLEX DUCT TO BE TIED INDIVIDUALLY. INSTALL USING TENSIONING TOOL AS PER MANUFACTURER'S RECOMMENDATIONS. ROUND SHEET METAL DUCT DIAMETER AS INDICATED .ON PLANS. BRANCH DUCT) SPIN -IN FITTING WITH TIES — INTERIOR LINER PREINSULATED FLEXIBLE DUCTWORK. SEE SPECIFICATIONS. LENGTH NOT TO EXCEED 8'-0". PROVIDE SUPPORT PER SMACNA STANDARDS. INSTALL FREE OF KINKS & SAGS. INSIDE LINER AND EXTERIOR FACE OF FLEX DUCTWORK SHALL BE BLACK. SCOOP AND BALANCING SEE ARCH. PLANS SUPPLY DIFFUSER DAMPER FOR TYPE WITH DAMPER NOTE: SEAL INTERIOR LINER OF FLEX DUCT WITH MASTIC AT CONNECTION TO METAL DUCTWORK, DUCTBOARD AND DIFFUSERS. FLEXIBLE DUCT TAKE - OFF -_DETAIL SCHEMATIC - NO SCALE FIRE DAMPER ASSEMBLY RUSKIN DIBD2 STYLE B INTERLOCKING BLADE TYPE OR APPROVED EQUAL INSTALLATION SHALL CONFORM WITH U.L. INSTALLATION GUIDELINES FOR PARTICULAR DAMPER USED. FIRE RATED ASSEMBLY MOUNTING ANGLE MOUNTING ANGLE — MINIMUM 1 Y"x1 Y"x14 GAUGE BOLTED, TACK WELDED OR DUCT, SEE PLANS SCREWED TO SLEEVE AT MAXIMUM 12" O.C. WITH MINIMUM OF TWO CONNECTIONS PER SIDE SLEEVE OF SAME GAUGE AS DUCTWORK (MIN.) HORIZONTAL FIRE DAMPER DETAIL SCHEMATIC — NO SCALE '\�__OA INTAKE DUCT TO SOFFIT VENT FILTER SECTION MVD WITH SIDE ACCESS VIVID AH LINED SUPPLY AIR DUCT LINE RETURN AIR PLENUM PRIMARY CONDENSATE DRAIN SHALL AND DUCTWORK BE FULL SIZE OF UNIT CONNECTION RETURN AIR GRILL (1 INCH MIN.) UNLESS OTHERWISE NOTED ON PLANS PRIMARY CONDENSATE DRAIN WITH FLOAT SWITCH TRAP AND VENT - SLOPE AT 1/8 INCH PER FOOT MINIMUM TO DISCHARRGE POINT SECONDARY DRAIN PAN, 3 INCHES DEEP AND 3 INCHES LARGER THAN UNIT IN BOTH DIRECTIONS AIR HANDLER UNIT DETAIL SCHEMATIC — NO SCALE MOUNTING ANGLE SLEEVE FIRE DAMPER ASSSEMBLY RUSKIN IBD2 STYLE B DUCT — SEE PLANS INTERLOCKING BLADE TYPE SUPPLY OUTSIDE O.A MANI ACCESS MOUNT l IRON FR ALTERNA LOCATI01 (FACTOR DISCONNECT (SEE ELECTRICAL DRAWINGS FOR INSTALLATION AND LOCATION) OR ELECTRIC PANEL (SEE ELECTRICAL DRAWINGS FOR INSTALLATION) (PROVIDE MOUNTING BLOCK FOR DISCONNECT) �• 36" CLEAR ACCESS HVAC UNIT PROVIDE FLASHING AND CAULK PENETRATION. t: I; ............. ., =«w,?, LIQUID AND SUCTION LINES N 4 THICK CONCRETE PAD. d 4 d d GRADE TURN AIR PLENUM ICT ED TO RETURN AIR OFFSET REFRIGERANT LINE INSTALLATION SO THAT THEY ICT WHERE SHOWN ON THEY ARE NOT LOCATED DIRECTLY BELOW THE DISCONNECT. LLE,NS) NOTE: AT CLUBHOUSE, REFRIGERANT LINESETS SHALL ROUTE IN ARCHITECTURAL CONCRETE/GRAVEL ACCESSWAY UNDERNEATH THE PORCH FLOOR WITH PERFORATED GRILLE ABOVE ACCESSWAY. REFRIGERANT LINES SHALL ROUTE UP IN WALLS AS NEEDED. MAINTENANCE & AH-4 MOUNTING DETAIL SCHEMATIC NO SCALE SLEEVE OF SAME GAUGE ' AS DUCTWORK (MIN.) WALL OR PARTITION MOUNTING ANGLE — MINIMUM 1-1/2"x1-1/2"x14 GAUGE BOLTED, TACK WELDED, OR SCREWED TO SLEEVE AT MAX. 12" O.C. WITH MINIMUM OF TWO CONNECTIONS PER SIDE. 18" I FIRE DAMPER DETAIL MOTC WMS SCHEMATIC - NO SCALE HEATPUMP UNIT GRADE MOUNTING DETAIL (HSW) \ I A I K I T r- A I A A I /"N r M I A A I CABANA PLAN SCALE: 1/4" = 1'-0" SCHEMATIC - NO SCALE ! WA T 11 r M111♦11f+ 111'Y :Il/13 CONCRETE PAD SERVICE CLEARANCE a Jordan & Skala Engineers, Inc. C3Project Number " 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 171 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. Campus J101 VIII age Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M3,51 DETAILS MECHANICAL COPYRIGHT(E) 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN NOTES: 1. TOILET ROOMS, PROJECTION ROOM, AND TANNING ROOM DOORS TO BE UNDERCUT BY 1 2. PROVIDE MVD AT ALL AIR HANDLER OUTDOOR & RETURN AIR DUCT CONNECTIONS AT UNIT AND OBD BEHIND RETURN AIR GRILLE. BALANCE OA TO AIRFLOWS SHOWN ON SCHEDULE. 3. DUCTWORK ON RETURN SIDE OF INDOOR AIR HANDLING UNITS TO BE FULL SIZE OF UNIT RETURN AIR OPENING, UNLESS NOTED OTHERWISE. 4. PROVIDE AN INSULATED SUB —BASE FOR ALL THERMOSTATS MOUNTED ON EXTERIOR WALLS. 5. CONTRACTOR SHALL COORDINATE ROUTING OF DUCTWORK THROUGH 24" CLEAR DROPPED CEILING SPACE TO AVOID STRUCTURAL AND ARCHITECTURAL CONFLICTS. 6. PROVIDE WIRE MESH SCREENS FOR OA INTAKES AND EXHAUST VENTS AT EXTERIOR PORCHES. 7. FIREPLACE VENTING AND COMBUSTION AIR SHALL BE BY OTHERS. KEYNOTES (APPLIES TO THIS SHEET ONLY) O1 1" CD DOWN IN WALL INSIDE OF INSULATION LAYER TO LAV TAIL PIECE. O FLOOR DRAIN (REF. PLUMBING DRAWINGS) IT ROOM A/C NOTE: THE HVAC SYSTEMS SHALL BE PROVIDED BY THE LOW VOLTAGE CONTRACTOR AND INSTALLED BY THE MECHANICAL CONTRACTOR. THE LOW VOLTAGE CONTRACTOR (LVC) SHALL PROVIDE SYSTEMS WITH ALL OPTIONS AND ACCESSORIES AS REQUIRED FOR A COMPLETE SYSTEM, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: DISCONNECTS, CONTROLS, REFRIGERANT LINESET ACCESSORIES, ETC. HVAC CONTRACTOR SHALL COORDINATE WITH LOW VOLTAGE CONTRACTOR PRIOR TO CONSTRUCTION. CONDENSATE SHALL BE PUMPED FROM EACH SYSTEM TO THE MOP SINK IN THE MECHANICAL CLOSET. MECHANICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF INDOOR UNITS WITH LOW VOLTAGE CONTRACTOR PRIOR TO CONSTRUCTION. (2) INDOOR UNITS: NETWORKAIR MODEL ACRD500 (2) OUTDOOR UNITS: NETWORKAIR MODEL ACCD75202 CLUBHOUSE PLAN - FIRST FLOOR SCALE: 1/4" = 1'-0" VAV JVI 111 PLI11 (TYP.) a Jordan & Skala Engineers, Inc. C3Project Number-1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 71 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN & SKALA ENGINEERS, INC. 114 \�: IL Campus .�►''' '' Villa e J Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M3.60 CLUBHOUSE PLAN MECHANICAL COPYRIGHT cg)2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 12"0 TOILET EXHAUST UP TO SLOPED CAP, COLLAR & FLASH. NOTES: 1. TOILET ROOM DOORS TO BE UNDERCUT BY 1 ". 2. PROVIDE MVD AT ALL AIR HANDLER OUTDOOR & RETURN AIR DUCT CONNECTIONS AT UNIT AND OBD BEHIND RETURN AIR GRILLE. BALANCE OA TO AIRFLOWS SHOWN ON SCHEDULE. 3. DUCTWORK ON RETURN SIDE OF INDOOR AIR HANDLING UNITS TO BE FULL SIZE OF UNIT RETURN AIR OPENING, UNLESS NOTED OTHERWISE. 4. PROVIDE AN INSULATED SUB -BASE FOR ALL THERMOSTATS MOUNTED ON EXTERIOR WALLS. 5. REFERENCE ARCHITECTURAL DRAWINGS FOR ATTIC ACCESS LOCATIONS FOR ATTIC AIR HANDLERS. 6. CONTRACTOR TO COORDINATE PLYWOOD ACCESS PLATFORMS IN THE ATTIC FOR THE SERVICE OF EQUIPMENT. 7. MAINTAIN 10'-0" MINIMUM FROM OUTDOOR AIR INTAKE HOODS TO TOILET EXHAUST AND CHIMNEY VENT. 8. PROVIDE 18"08" INSULATED OA PLENUM UNDER EACH INTAKE HOOD (IH-1 & IH-2) IN MECHANICAL MEZZANINES. SCALE: 1 /4" = 1'-0" sgI OUTLINE OF MEZZANINE (ROOF) � 2 AH 7 71 Jordan & Skala Engineers, Inc. C3Project Number-1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 171 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN & SKALA ENGINEERS, INC. \\ \ `, ;..2 �i 1 j1nllVillage Campus 1''' Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M3,61 CLUBHOUSE PLAN MECHANICAL COPYRIGHT Qc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN OUTLINE OF MEZZANINE (ROOF) � 2 AH 7 71 Jordan & Skala Engineers, Inc. C3Project Number-1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 171 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN & SKALA ENGINEERS, INC. \\ \ `, ;..2 �i 1 j1nllVillage Campus 1''' Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. M3,61 CLUBHOUSE PLAN MECHANICAL COPYRIGHT Qc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN ELECTRICAL ABBREVIATIONS A ......AMPERE KVA ......KILOVOLT —AMPERE ABV ......ABOVE KW ......KILOWATT AC ......ALTERNATING CURRENT LED ......LIGHT EMITTING DIODE AFF ......ABOVE FINISHED FLOOR M ......MOTOR AIC ......AMPERE INTERRUPTING CAPACITY MAN ......MASTER ANTENNA TELEVISION AL ......ALUMINUM MCB ......MAIN CIRCUIT BREAKER ATS ......AUTOMATIC TRANSFER SWITCH MCC ......MOTOR CONTROL CENTER AWG ......AMERICAN WIRE GAUGE MH ......METAL HALIDE BKR ......BREAKER MLO ......MAIN LUGS ONLY C ......CONDUIT MT ......MOUNT CB ......CIRCUIT BREAKER MTG ......MOUNTING CCT/CKT ......CIRCUIT NC ......NORMALLY CLOSED CCTV ......CLOSED CIRCUIT TELEVISION NEC ......NATIONAL ELECTRICAL CODE CLG ......CEILING NF ......NON —FUSED CPU ......CENTRAL PROCESSING UNIT NFPA ......NATIONAL FIRE PROTECTION ASSOCIATION CT ......CURRENT TRANSFORMER NIC ......NOT IN CONTRACT CU ......COPPER NL ......NIGHT LIGHT DC ......DIRECT CURRENT NO ......NORMALLY OPEN DN ..::..DOWN NTS ......NOT TO SCALE E ......EMERGENCY P ......POLE EC ......ELECTRICAL CONTRACTOR PNL ......PANELBOARD EP ......EXPLOSIONPROOF PVC ......POLYVINYL CHLORIDE ER ......EXISTING TO REMAIN RC ......REMOTE CONTROL EX ......EXISTING RCPT ......RECEPTACLE FA ......FIRE ALARM REF ......REFERENCE FACP ......FIRE ALARM CONTROL PANEL RMS ......ROOT MEAN SQUARE FDR ......FEEDER ST ......SHUNT —TRIP FL ......FLOOR SW ......SWITCH F ......FUSE OR FUSED SWBD ......SWITCHBOARD FVNR ......FULL VOLTAGE NON REVERSING SYM ......SYMMETRICAL GC ......GENERAL CONTRACTOR TB ......TERMINAL BOX GEN ......GENERATOR TEL ......TELEPHONE GFI/GFCI...... GROUND FAULT CIRCUIT INTERRUPTER TV ......TELEVISION GRC ......GALVANIZED RIGID STEEL CONDUIT TYP ......TYPICAL G/GND ......GROUND UG ......UNDERGROUND HT ......HEIGHT UL ......UNDERWRITERS LABORATORIES HID ......HIGH INTENSITY DISCHARGE LINO ......UNLESS NOTED OTHERWISE HP ......HORSEPOWER UPS ......UNINTERRUPTIBLE POWER SUPPLY HOA ......HAND —OFF —AUTOMATIC V ......VOLTS HZ ......HERTZ VA ......VOLT—AMPERE IG ......ISOLATED GROUND W ......WATTS ISO ......ISOLATED WP ......WEATHERPROOF JB ......JUNCTION BOX XFMR ......TRANSFORMER K ......KILO, THOUSAND Y ......WYE KCMIL ......THOUSAND CIRCULAR MILS Z ......IMPEDANCE ELECTRICAL GENERAL NOTES G1 ALL EMERGENCY CIRCUITS SERVING NIGHT/EMERGENCY LIGHTING SHALL BE MINIMUM #10 AWG CONDUCTORS FOR THE ENTIRE CIRCUIT FOR 120 VOLT CIRCUITS OVER 100 FEET. G2 WHEN CONDUCTOR OR CONDUIT SIZE IS INDICATED FOR BRANCH CIRCUIT HOMERUN, THE CONDUCTOR AND CONDUIT SIZE INDICATED SHALL BE USED FOR THE COMPLETE CIRCUIT. G3 REFER TO THE APPROPRIATE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT INSTALLED UNDER OTHER DIVISIONS OF THE DOCUMENTS WHICH REQUIRE ELECTRICAL SERVICE. G4 CAPITAL LETTER BESIDE LIGHTING SYMBOL INDICATES FIXTURE TYPE. REFER TO LIGHTING FIXTURE SCHEDULE FOR FIXTURE SELECTION. G5 EQUIPMENT GROUNDING CONDUCTORS ARE TO BE INCLUDED IN ALL RACEWAYS (WHERE APPLICABLE). G6 FIRE ALARM SYSTEM SHALL CONFORM TO NFPA 72 AND LOCAL REQUIREMENTS. HORN AND STROBE DEVICES SHALL BE WHITE, UNLESS OTHERWISE PROHIBITED. G7 REFER TO SPRINKLER FIRE PROTECTION SHOP DRAWINGS FOR ALL FLOW AND TAMPER SWITCH LOCATIONS AND CONNECTIONS FOR THE FIRE ALARM SYSTEM. G8 PROVIDE PHOTOCELL, TIMECLOCK AND CONTROL RELAYS TO CONTROL CORRIDOR LIGHTING IN EACH BUILDING. LOCATE TIMECLOCK AND CONTACTORS ADJACENT TO HOUSE PANEL(S). G9 PROVIDE ELECTRICAL DEVICES IN ALL APARTMENT UNITS AS SHOWN ON ELECTRICAL FLOOR PLANS. CIRCUIT THESE DEVICES PER THE PANEL SCHEDULE AND THE N.E.C. G10 FEEDERS RUN BETWEEN BUILDINGS/STRUCTURES SHALL COMPLY WITH NEC ARTICLE 225. G11 COORDINATE LOCATION OF TELEPHONE JUNCTION BOXES AND CAN SPLITTER BOXES WITH THE RESPECTIVE UTILITIES PRIOR TO BID/ROUGH-IN. G12 BOND BUILDING ELECTRODE SYSTEM TOGETHER FOR MULTIPLE SERVICES AS PER NEC ARTICLE 250-54. G13 IN UNITS WITH MULTIPLE STATION SMOKE DETECTORS, PROVIDE AUXILIARY CONTACTS IN ALL SMOKE DETECTORS REQUIRED FOR SYNCHRONOUS OPERATION WHEN ANY DETECTOR IS ACTIVATED. SMOKE DETECTORS TO BE (120V) WITH BATTERY BACK-UP. HARDWIRE SMOKE DETECTORS TO NEAREST UNSWITCHED RECEPTACLE CIRCUIT. G14 CONTRACTOR SHALL NOT INSTALL ELECTRICAL OUTLET BOXES BACK-TO-BACK (IN SAME STUD SPACE) IN ONE HOUR RATED WALLS. MAINTAIN A MINIMUM OF 24" BETWEEN DEVICES. G15 METERING SHALL COMPLY WITH LOCAL UTILITY REQUIREMENTS. G16 BRANCH CIRCUITS FOR LIVING UNITS, BUILDING LIGHTS, ETC. SHALL BE COPPER. FEEDERS SHALL BE COPPER, U.N.O. (SERVICE ENTRANCES). C17 PANELBOARD & LOAD CENTER BUSSING SHALL BE COPPER. G18 TYPE NM/SER CABLE SHALL BE PERMITTED UNLESS OTHERWISE PROHIBITED. G19 ALL WIRE TERMINATIONS AND EQUIPMENT IS RATED FOR 75'C MINIMUM. G20 ALL BRANCH CIRCUITS ARE #12 CU AWG UNLESS NOTED OTHERWISE. PROVIDE #10 AWG CU FOR 25A AND 30A BRANCH CIRCUITS U.N.O. PROVIDE #8 AWG CU FOR 40A BRANCH CIRCUITS U.N.O. PROVIDE #6 AWG CU FOR 50A BRANCH CIRCUITS U.N.O. COORDINATE AL WIRING WITH LOCAL REQUIREMENTS, HUD GUIDELINES, AND/OR AHJ. G21 CONTRACTOR SHALL PROVIDE LIGHTING IN ATTIC SPACE AS REQUIRED IN NEC 210-70(a)(3). G22 CONTRACTOR SHALL FURNISH AND INSTALL RECEPTACLES FOR SERVICING MECHANICAL EQUIPMENT AS REQUIRED IN NEC ARTICLE 210-63. G23 CONTRACTOR SHALL FURNISH AND INSTALL A JUNCTION BOX NEAR WATER HEATER FOR REMOTE MONITORING OF THE WATER METER. G24 PROVIDE AN AUDIBLE/VISUAL FIRE ALARM DEVICE IN EACH HANDICAP LIVING UNIT. G25 ELECTRICAL CONTRACTOR SHALL PROVIDE POWER TO ALL DETECTION DEVICES FOR HVAC EQUIPMENT INCLUDING SMOKE DETECTORS, FIRE STATS, MOTORIZED DAMPERS, ETC. AS REQUIRED. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. G26 WHERE CIRCUIT BREAKERS OR FUSES ARE SERIES CONNECTED RATED, THE ENCLOSURE FOR THE OVERCURRENT DEVICES SHALL BE CLEARLY AND LEGIBLY MARKED IN THE FIELD TO INDICATE THE EQUIPMENT HAS BEEN APPLIED WITH A SERIES COMBINATION RATING. THE MARKING SHALL BE READILY VISIBLE AND STATE THE FOLLOWING: "CAUTION - SERIES COMBINATION SYSTEM RATED _ AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED". G27 PROVIDE BOXES, CABLING, HARDWARE, ETC. FOR PRE -WIRED SECURITY SYSTEM TO INCLUDE: BOTTOM FLOORS IN ALL UNITS, LEASING OFFICES, COMMON AREAS, RETAIL SPACES, ETC. TO INCLUDE ALL WINDOWS AND DOORS. UPPER FLOORS TO INCLUDE ALL DOORS AND WINDOWS ON PORCHES OR TWO FEET FROM PORCHES. CABLING SHALL BE MINIMUM CAT-5 ROUTED TO SECURITY SYSTEM EQUIPMENT LOCATION (SEE FLOOR PLANS) WITH 6 FEET SLACK CABLE AT SECURITY EQUIPMENT. COORDINATE WITH SECURITY SYSTEM CONTRACTOR AND/OR OWNER AND PROVIDE AS REQUIRED. G28 ALL ELECTRICAL PENETRATIONS THROUGH FIRE -RATED ASSEMBLIES (WALLS, FLOORS, ROOFS, ETC.) SHALL BE ADEQUATELY FIRE -STOPPED USING UL LISTED MATERIALS AND METHODS. C29 PROVIDE 120 VOLT POWER FOR MOTORIZED FIRE AND/OR FIRE/SMOKE DAMPERS AS REQUIRED, PER THE MECHANICAL DRAWINGS. CONNECT MAXIMUM OF FOUR (4) FIRE AND/OR FIRE/SMOKE DAMPERS ON A GIVEN 120 VOLT, 20 AMP BRANCH CIRCUIT. PROVIDE LOCK -ON CIRCUIT BREAKER(S) IN CORRESPONDING PANELBOARD(S) AS REQUIRED. COORDINATE QUANTITY, LOCATION, AND OTHER REQUIREMENTS WITH MECHANICAL CONTRACTOR AND PROVIDE AS NECESSARY FOR A COMPLETE AND OPERATIONAL FIRE AND/OR FIRE/SMOKE DAMPER SYSTEM THROUGHOUT THE PROJECT. G30 PROVIDE AN EXTRA "HOT", UNSWITCHED CONDUCTOR IN EACH BRANCH CIRCUIT SERVING EXIT AND EMERGENCY/EGRESS LIGHTING SO THAT FIXTURES REMAIN ON/ACTIVE AT ALL TIMES. G31 REFER TO PANELBOARD SCHEDULES FOR BRANCH CIRCUITRY INFORMATION FOR CORRIDOR/COMMON AREA CIRCUITRY, INCLUDING LIGHTING, RECEPTACLES, AND MISCELLANEOUS EQUIPMENT. G32 REFER TO PANELBOARD SCHEDULES FOR BRANCH CIRCUITRY INFORMATION FOR HVAC AND PLUMBING EQUIPMENT NOT OTHERWISE SHOWN OR CONNECTED ON THE ELECTRICAL DRAWINGS. PROVIDE AS REQUIRED FOR COMPLETE AND OPERATIONAL HVAC AND PLUMBING SYSTEMS. SEE HVAC AND PLUMBING DRAWINGS FOR EXACT LOCATION AND REQUIREMENTS FOR SAID EQUIPMENT. G33 ALL WORK SHALL BE IN ACCORD WITH NEC 2008 AND LOCAL AMENDMENTS TO THE NEC. ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION HEIGHT $ SINGLE POLE SINGLE THROW TOGGLE SWITCH (NOTE L-1) 46" $ 3/$ 4 THREE-WAY TOGGLE SWITCH/FOUR-WAY TOGGLE SWITCH (NOTE L-1) 46" $ M MOTOR RATED SWITCH $ K KEYED SWITCH 46" $ T TIMER SWITCH 46" ID DIMMER SWITCH (NOTE L-1) 46" 03 THREE-WAY DIMMER SWITCH (NOTE L-1) 46" /0 DUPLEX / QUAD RECEPTACLE OUTLET (NOTE L-1) 16" `p/-rm / GFI DUPLEX / GFI DUPLEX ABOVE COUNTER / GFI QUAD RECEPTACLE (NOTE L-1) 16"/44" /§AC DUPLEX / QUAD RECEPTACLE OUTLET ABOVE COUNTER MOUNTED (NOTE L-1) 44" ISOLATED GROUND DUPLEX RECEPTACLE OUTLET 16" SPECIAL PURPOSE RECEPTACLE OUTLET, NEMA CONFIGURATION TO MATCH PLUG. (NOTE L-1) 16" SPLIT WIRED DUPLEX RECEPTACLE. ONE RECEPTACLE SHALL BE SWITCHED AS SHOWN ON PLANS (NOTE L-1) 16" ®/® DUPLEX RECEPTACLE OUTLET, CEILING MOUNTED/FLOOR MOUNTED ® MULTI -OUTLET ASSEMBLY WITH OUTLETS ON CENTERS AS INDICATED IN NOTES OR SPECIFICATIONS MOUNT 6 ABOVE COUNTER OR AS INDICATED G) FIRE -RATED POKE-THRU DEVICE JQ/Q/g JUNCTION BOX, CEILING/WALL/FLOOR MOUNTED x-1,3,5 ARROWHEAD INDICATES HOMERUN. X-1,3,5 ADJACENT TO HOMERUN ARROWHEADS INDICATES HOMERUN TO PANEL X CIRCUIT NUMBERS 1,3, AND 5. 3,5 INDICATES CIRCUIT CONTINUATION OF CIRCUITS 3 AND 5 OF PANEL X. MARKS ACROSS RACEWAY SYMBOLS INDICATE THE NUMBER OF #12 CONDUCTORS (2 PHASE, 1 NEUTRAL) UNLESS OTHERWISE NOTED. NO MARKS INDICATES TWO #12 CONDUCTORS. EQUIPMENT GROUNDING CONDUCTORS ARE NOT INDICATED BY MARKS. RACEWAY/CABLE CONCEALED IN WALL AND/OR ABOVE CEILING RACEWAY CONCEALED BELOW GRADE OR IN —SLAB RACEWAY/CABLE CONCEALED IN WALL AND/OR ABOVE CEILING — EMERGENCY CIRCUIT RACEWAY INSTALLED EXPOSED IF GROUNDING CONNECTION (SYSTEM AND/OR EQUIPMENT) ,e—/%♦ CONDUIT TURNING UP/DOWN CONDUIT STUB. TERMINATE IN INSULATED BUSHING OR CAP IF UNDERGROUND FO ❑O FLUORESCENT LIGHTING FIXTURE, 2X4, 1 X4, 2X2 F—O—]❑ FLUORESCENT LIGHTING FIXTURE, 2X4, 1X4, 2X2 — PROVIDING EMERGENCY ILLUMINATION 0/2 LIGHTING FIXTURE - OVERHEAD/WALL MOUNTED 0 / � EMERGENCY LIGHTING FIXTURE-'--- OVERHEAD WALL M f / OUNTED I- e 1-� FLUORESCENT STRIP FIXTURE - OVERHEAD/WALLMOUNTED A5, DIRECTIONAL OR WALL WASH LIGHTING FIXTURE �e� LIGHT TRACK AND LIGHT TRACK FIXTURES POLE MOUNTED LIGHT FIXTURE WITH ARM. SEE PLANS FOR NUMBER OF LUMINAIRES. - POST TOP OR BOLLARD LIGHT FIXTURE CEILING/PENDANT MOUNTED PADDLE FAN EXIT SIGN, CEILING/WALL MOUNTED. PROVIDE ARROWS AS INDICATED ON DRAWINGS -EMERGENCY-LIGHTING FIXTURE- s. = PANELBOARD — WALL MOUNTED (RECESSED) PANELBOARD — WALL MOUNTED (SURFACE) MOTOR [�]61/2/3R NONFUSIBLE DISCONNECT SWITCH, RATING/POLES/NEMA ENCLOSURE &60/2/3R/40 FUSIBLE DISCONNECT SWITCH, RATING/POLES/NEMA ENCLOSURE/FUSE RATING ® SIZE 2/3R MAGNETIC MOTOR STARTER. NEMA SIZE RATING/ENCLOSURE (NEMA 1 IF NOT SHOWN) SIZE 2/3R COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT MEANS, NEMA SIZE RATING/ENCLOSURE (NEMA 1 IF NOT SHOWN) Fal CURRENT TRANSFORMER CABINET Q POWER METER AND SOCKET ❑F FIRE ALARM MANUAL PULL STATION 46" F❑t110 FIRE ALARM HORN WITH VISUAL DEVICE (NOTE L-3), NUMERAL INDICATES CANDELA RATING E� FIRE ALARM HORN (NOTE L-3) I—LI110 FIRE ALARM VISUAL DEVICE (NOTE L-3), NUMERAL INDICATES CANDELA RATING 7 FIREMAN PHONE JACK VF FIRE PHONE QD /QQ -I SMOKE DETECTOR (CEILING/WALL MOUNTED 4" MIN. AND 12" MAX. FROM CEILING) Q THERMAL DETECTOR, CEILING MOUNTED O CONNECTION TO FIRE PROTECTION SYSTEM FLOW SWITCH O CONNECTION TO FIRE PROTECTION SYSTEM TAMPER SWITCH ED FIRE ALARM CONNECTION TO SMOKE/FIRE DOOR HOLD -OPEN DEVICE ED= DUCT MOUNTED SMOKE DETECTOR ® REMOTE STATION FOR DUCT MOUNTED SMOKE DETECTOR ®/= FIRE ALARM CONTROL PANEL, SURFACE/RECESSED FIRE ALARM ANNUNCIATOR PANEL, RECESSED %TL/y TELEPHONE OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTES L-1, L-2)/FLOOR MOUNTED 16"/44" V/$/0 COMBINATION TELEPHONE/DATA OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-1, L-2)/FLOOR 16"/44" V/45 ❑/ DATA OUTLET, WALL MOUNTED/ABOVE COUNTER (NOTE L-1, L-2)/FLOOR MOUNTED 16"/44" >d /@/0 TELEVISION OUTLET WALL MOUNTED (NOTE L-1)/CEILING MOUNTED/FLOOR MOUNTED 16" LEGEND NOTES L-1 MOUNTING HEIGHTS NOTED ARE TO THE CENTER OF DEVICE ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE. L-2 STUB 3/4" CONDUIT 6" ABOVE ACCESSIBLE CEILING AND TERMINATE WITH NYLON GROMMET. L-3 FIRE ALARM VISUAL DEVICES SHALL BE WALL -MOUNTED 80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER. AUDIBLE ONLY DEVICES SHALL BE WALL -MOUNTED AT NOT LESS THAN 90" AFF AND NOT LESS THAN 6" BELOW CEILING. ;I Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY RD.. SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN & SKAIA ENGINEERS, INC. Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 ISSUED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. EO. 1 ELECTRICAL SYMBOLS AND NOTES COPYRIGHT cQ2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BYANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN POWER COMPANY TRANSFORMER; 120/208V, 3-PHASE, 150 kVA POWER OM T COMPANY 12#1GSETS�Cu),#EACH350 I INM3" IL (C. Cu), CLUBHOUSE PANEL "CB" ^ (3-SECTION) 12,520 � TIMECLOCK AND CONTACTORS 3 #2 (Cu), 1 #8G (Cu), 1-1 /4"C. POOL PANEL 'P' EPO FOR SHUNT -TRIP EPO SHUTOFF METER ON 1 #2/0 Cu- 8OkW UPS XFMR 15,625 S.E. GND - APC 'SYMMETRA PX' u PRIMARY BY CoCSU (2 SETS) 3 #350 KCMIL (Cu), 1 #1G (Cu), EACH IN 3" C. #6 Cu S.E. GND 6 Community Center Riser Diagram E0.2 Scale : No Scale NOTE: ALL FEEDERS ARE COPPER; PROVIDE ALTERNATE BID FOR (EQUIVALENT) ALUMINUM CONDUCTORS 1000/2 NEMA ENCLOSED MAIN BREAKER MODUI ISC(RTD)=65,00( � Riser Diagram — E0.2 j Scale: No Scale 800/2 NEMA 31 ENCLOSED MAIN BREAKER MODUI ISC(RTD)=65,001 (DO '� Riser Diagram — E0.2 j Scale: No Scale 1600/2 NEMA ENCLOSED MAIN BREAKER MODUL ISC(RTD)=65,00( 2ND LEVEL 1ST LEVEL MC5 (Building V) 2ND LEVEL 1ST LEVEL MC4 (Buildina IV) 2ND LEVEL 1ST LEVEL 4 #1 (Cu), 1 #6G (Cu), 1#6 IG (Cu), 2"C. 1 BYPASS /- ff PANEL 'T' i UPS SYSTEM APC MODEL SY2OK80F COMPLETE WITH ALL ACCESSORIES, OPTIONS (VERIFY W/ CVCS I.T.) 4 #1 (Cu), 1 #6G (Cu), 1#6 IG (Cu), 2"C. 1200/2 NEMA ENCLOSED MAIN BREAKER MODUI ISC(RTD)=65,001 (Do 3 #1, 1 #6G IN 1-1/2"C. 200 AMP SERVICE DISCONNECT SWITCH WITH 125 AMP, CLASS RK1 FUSES /--- MAINT. PNL 'M' POWER COMPANY WP TRANSFORMER; 120/24OV, 1-PHASE, 167 kVA #6 Cu 12,520 S.E. GND — T POWER M POWER COMPANY COMPANY METER C.T.'S 15,625 PRIMARY BY CoCSU 3 #1, 1 #6G IN 1-1/2"C. TIMECLOCK AND CONTACTORS Maintenance Building Riser Scale: No Scale NOTE: ALL FEEDERS ARE COPPER; PROVIDE ALTERNATE BID FOR (EQUIVALENT) ALUMINUM CONDUCTORS 3RD LEVEL 2ND LEVEL 1ST LEVEL � Riser Diagram — MC2 (Building_ II)_ E0.2 Scale: No Scale 1000/2 NEMA 11 ENCLOSED MAIN BREAKER MODUI ISC(RTD)=65,00( (Do 3RD LEVEL 2ND LEVEL 1ST LEVEL - APARTMENT/UNIT LOAD CENTER (TYP.) GENERAL NOTES: 1. THE AVAILABLE FAULT CURRENTS FOR THE PROJECT ARE SUMMARIZED ON RISER DRAWINGS. 2. THE 10 KAIC BREAKERS IN THE LOAD CENTERS AND THE 22 KAIC BREAKERS AT THE METERS SHALL BE SERIES RATED WITH THE 65 KAIC MAIN SERVICE BREAKERS FOR 65 KAIC PROTECTION AT THE LOAD CENTER AND METER. METER CENTERS AND LOAD CENTERS SHALL BE U.L. LISTED AND LABELED FOR THIS PURPOSE. 3. CONTRACTOR SHALL PROVIDE A PLAQUE WITH ILLUSTRATIVE MAP AT EACH SERVICE LOCATION DENOTING LOCATION FOR ALL OTHER SERVICES AT EACH BUILDING. 4. PRIOR TO FINAL ORDERING OF PANELBOARDS, CIRCUIT BREAKERS, AND ALL ASSOCIATED EQUIPMENT, THE CONTRACTOR SHALL ARRANGE FOR AND PROVIDE TO THE ELECTRICAL ENGINEER OF RECORD VIA THE ARCHITECT A LETTER FROM THE -LOCAL POWER COMPANY ON THEIR LETTERHEAD STATING THE SHORT CIRCUIT FAULT CURRENT AVAILABLE AT THE SECONDARY OF THE UTILITY COMPANY TRANSFORMER. INFORMATION SHALL BE USED TO DETERMINE THE FINAL A.I.C. RATINGS OF THE PANELBOARDS, METER CENTERS, MAIN DISCONNECT SWITCHES, AND CIRCUIT BREAKERS. 5. UTILITY METERS MAY BE LOCATED BETWEEN 18" AFF TO BOTTOM OF LOWEST METER ENCLOSURE AND 72" AFF TO CENTERLINE OF HIGHEST METER, TYPICAL COORDINATE WITH POWER COMPANY FOR EXACT REQUIREMENTS. PROVIDE MAIN C.B. ENCLOSURE AS SHOWN. METERS MAY BE STACKED UP TO FIVE (5) HIGH, MAXIMUM. METERS MUST BE OF THE RINGLESS TYPE WITH BYPASS LEVER INCLUDED ON 'HOUSE' METERS. COORDINATE ENTIRE INSTALLATION WITH POWER COMPANY AND WITH LOCAL BUILDING OFFICIALS TO ENSURE THAT THE OVERALL METERING INSTALLATION IS ACCEPTABLE. 6. ELECTRICAL SERVICE AND METER CENTER LAYOUT/DESIGN IS BASED UPON SQUARE D EQUIPMENT. ANY SUBSTITUTION MUST BE ACCOMPANIED BY 1/2"=1'-0" (MIN.) SCALED, DIMENSIONED DRAWINGS ONE (1) WEEK PRIOR TO BID DUE DATE ENSURING ALL REQUIRED EQUIPMENT FITS ALLOCATED SPACE AND ADHERES TO N.E.C. FOR WORKING CLEARANCE AND ACCESS. 7. EACH ELECTRICAL SERVICE LOCATION (EACH METER CENTER) MUST BE CLEARLY LABELED, IDENTIFIED, AND SHALL INCLUDE A PERMANENT ENGRAVED PLASTIC LAMINATE SIGN/MAP SHOWING THE LOCATION OF ALL OTHER ELECTRICAL SERVICES (METER CENTERS, ETC.) SERVING THAT BUILDING. COORDINATE EXACT REQUIREMENTS WITH LOCAL BUILDING AND FIRE OFFICIALS AND PROVIDE ACCORDINGLY. KEY NOTES: 10 THE CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY REGARDING SERVICE LATERALS TO METER CENTERS. IF THE LOCAL UTILITY COMPANY WILL NOT PROVIDE ANY SERVICE LATERALS, IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE SAID CONDUCTORS AND CONDUIT SIZED PER N.E.C.; COORDINATE SERVICE RUNS PRIOR TO SUBMITTING BID. 2O CONTRACTOR SHALL FURNISH AND INSTALL U.L LISTED, SERIES CONNECTED RATED, CURRENT LIMITING CIRCUIT BREAKERS WITH AMPERE RATINGS INDICATED. BREAKERS SHALL BE TESTED TO PROTECT DOWNSTREAM EQUIPMENT AT RATINGS INDICATED. O3 FEEDERS BETWEEN TRANSFORMER(S) AND SERVICE ENTRANCE MAINS SHALL BE AS FOLLOWS: 800 AMP: (3 SETS) 3 #30OKCMIL (Cu), 1 #2/0 (Cu) S.E. GROUND, A 1 DOD AMP: 3 SETS 3 $350KCMIL 400KCMIL (Cu), 1 #3/0 Cu S.E. GROUND, 3"C 1200 AMP: 4 SETS 3 �Cu�, 1 3/0 Cu S.E. GROUND, A 1600 AMP: 5 SETS 3 #40OKCMIL Cu, / COORDINATE ALL REQUIREMENTS WITH CoCSU AND OR LOCAL AUTHORITIES AND PROVIDE AS NECESSARY TO MEET ALL APPLICABLE CODES AND STANDARDS. HOUSE PANEL FEEDER SCHEDULE HOUSE PANEL FEEDER (Cu., SER, UNO) OVERCURRENT PROTECTION HP1 3 3 0, 1 6G, 2"C 200/2 HP2 3#3 0, 1 6G, 2"C 200/2 HP3 3 3/0, 1 6G, 2"C 200/2 HP4 3 3 0, 1 6G, 2"C 200/2 CLUB SEE COMMUNITY CENTER RISER 600 3 POOL SEE COMMUNITY CENTER RISER 125/2 MAINT. ISEE MAINTENANCE RISER 125/2 LJ UNIT PANEL FEEDER SCHEDULE UNIT PANEL FEEDER (Al., SER, UNO) OVERCURRENT PROTECTION A 31 01 4G 1252 B 31 014G 1252 C 3 1 0 1 4G 125/2 D 31 014G 1252 E 31 01 4G 1252 F 3#1 0 1 4G 125/2 G 31 01 4G 1252 H 31 014G 1252 1 3 2 0, 1 4G 150 2 J 3 2 0, 1 4G 150 2 K 31 014G 1252 L 31 014G 1252 M 31 014G 1252 N 320, 14G 1502 0 31 014G 1252 71 Jordan & Skala Engineers, Inc. [7]Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. Campus Village g Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 05/15/10 155UFD FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. EO.2 (-0-3� Riser Diagram' — MC3 (Building III) �.2Scale: No Scale Riser Diagram — MC1 (Building I) Scale: No Scale ELECTRICAL RISERS AND DETAILS COPYRIGHT c@2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BYANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN N 9'-0" io 0 HOUSE 'TC' PANEL TIMECLOCK & 'MC-1' 'HP1' CONTACTORS BUILDING I 1000 AMP 12 APARTMENTS (PLUS 'HOUSE') PLAN VIEW (BLDG I) MODULAR METERING ELEVATION + + 'MC-1' + + + (MAIN) + HOUSE + + + PANEL ❑ + + p 'HPI' TIMECLOCK AND L_____j CONTACTOR(S) 1 PH IN 1 PH OUT 125A MAX METERS GRADE ELEVATION (BLDG I) Building E0.3 No Scale o❑ HOUSE 'TC' PANEL 11MECLOCK & 'MC —II' 'HP2' CONTACTORS BUILDING II 1200 AMP 13 APARTMENTS (PLUS 'HOUSE') PLAN VIEW (BLDG II) MODULAR METERING ELEVATION 'MC —II' T " T (MAIN) HOUSE 1+1 PANEL ❑ 'HP2' TIMECLOCK K AND CONTACTOR(S) 1PH IN 1PH OUT 125A MAX METERS GRADE ELEVATION (BLDG II) (-T Building II E0.3 No Scale J 2C Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 1551JEP FOR PERMIT 04/15/10 O' B R I E N N 14'-0" 8'-0" — q ,IL N 8'-0" 5310 HARVEST HILL RD. gg o ❑ M ❑ SUITE 136 HOUSE 'rc' HOUSE 'TC' HOUSE 'TC' DALLAS, TEXAS 75230 PANEL TIMECLOCK & 'MC -III' 'HP3' CONTACTORS PANEL TIMECLOCK & 'MC-w 'HP4' CONTACTORS PANEL TIMECLOCK & 'MC-V' 'HP5' CONTACTORS 972. 788. 1010 BUILDING III BUILDING IV BUILDING V www.obrienarch.com 1600 AMP 800 AMP 1000 AMP 29 APARTMENTS 8 APARTMENTS 10 APARTMENTS (PLUS 'HOUSE') (PLUS 'HOUSE') (PLUS 'HOUSE') PLAN VIEW (BLDG III PLAN VIEW (BLDG IV) PLAN VIEW (BLDG V) MODULAR METERING ELEVATION MODULAR METERING ELEVATION MODULAR METERING ELEVATION "IV III + + (MAIN) + + + + HOUSE + + + + O + PANEL + + no + O + 'HP3' ❑ TIMECLOCK AND CONTACTOR(S) 1PH IN 1PH OUT 125A MAX METERS GRADE ELEVATION (BLDG III) Building III E� No Scale HOUSE PANEL ❑ 'HP4° TIMECLOCK AND CONTACTOR(S) 1PH IN 1PH OUT 125A MAX METERS GRADE ELEVATION (BLDG IV) 4 Building IV �_3No Scale + HOUSE + + PANEL 'HP5' ❑ O TIMECLOCK AND CONTACTOR(S) 1PH IN 1PH OUT 125A MAX METERS GRADE ELEVATION (BLDG V) r-E Building V E0.3 No Scale DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. EO.3 Jordan & Skala Engineers, Inc. Project Number-1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN & SKALA ENGINEERS, INC. ELECTRICAL DETAILS COPYRIGHT cO2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BYANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN o � CARPORT LIGHTING FIXTURE SHALL BE ISURFACE -MOUNTED PER ARCHITECTURAL PLANS AND DETAILS, WITH BOTTOM OF FIXTURE NO LOWER THAN UNDERSIDE OF LOWEST PART OF STRUCTURE (TYP). _......_............................� CONNECT NO MORE THAN TWENTY (20) CARPORT FIXTURES TO ANY GIVEN 20 AMP, 120 VOLT, 1 POLE CIRCUIT BREAKER. PROVIDE ACCORDINGLY FOR COMPLETE AND OPERATIONAL CARPORT LIGHTING. I UTLINE OF CARPORT STRUCTURE (TYPICAL) KEY NOTES: O1 CARPORT LIGHTING FIXTURE SHALL BE COLUMBIA 'LUN' SERIES, 2-LAMP T8, INSTALLED AT A RATE OF ONE (1) FIXTURE PER EVERY THREE (3) PARKING BAYS, TYPICAL, AS SHOWN. �Carport Plan — Lighting (Typical E-1_')Scale: Not To Scale SERVICE TO INDIVIDUAL UNITS AS REQUIRED. TEL. —TYPICAL TELEPHONE CABINET OR CABINET BACKBOARD AS SPECIFIED AT EACH TEL DATA ELEC EQUIPMENT LOCATION Q TWO (2) 4" PVC UNDERGROUND TO PROPERTY LINE AND/OR TO EXISTING TELEPHONE COMPANY PEDESTAL PER TELEPHONE CO. REQUIREMENTS. 9 PSystemTele hone Riser E0.4 Scale: Not To Scale ROOF PHOTOCELL MOUNTED ON ROOF, ABV LOCATION 'HPxx'; AUTOMATIC TIMECLOCK WITH OVERRIDE SHUTOFF TC AND AUTOMATIC HOLIDAY SCHEDULING/CONTROL OF PANEL (FIELD (SEE SPECIFICATIONS) ADJUST FOR OPTIMAL PERFORMANCE) TO INTERIOR/EXTERIOR LIGHTING CONTACTOR/RELAY AND SIGNS (WHERE APPLICABLE) PANEL (AS REQ'D.) PANEL HR`MANUAL OVERRIDE TOGGLE SWITCH ik NOTE: SAME/SIMILAR CONTROL SCHEME AND EQUIPMENT APPLIES TYPICAL AT ALL PANELS WHERE EXTERIOR LIGHTING OCCURS (COMMUNITY CENTER, MAINTENANCE, POOL, ETC.) Interior/Exterior 8 LightingControl* E0.4 Scale: Not To Scale 14"x14" STRUCTURED. MEDIA CENTER (SHOWN WITHOUT COVER FOR CATV TERMINATORS REQUIRED DIAGRAMATIC PURPOSES) FOR UNUSED PORTS 1X9 TELEPHONE PUNCH-- DOWN MODULE Scale: Not To Scale SWITCH (TYP) F F F INITIATING DEVICE CIRCUITS T T T INDICATING APPLIANCE CIRCUITS -TAMPER SWITCH (TYP) —MANUAL STATION (TYP) 3/4"C. TO MAIN —FIRE HORN (TYP) TEL. BOARD 1 "C. MIN. FOR CONNECTION TO . MAIN FACP IN FIRE CONTROL/PUMP ROOM. FIRE ALARM COLLECTION AND/ OR CONTROL PANEL AS REQUIRED AC POWER NOTES: 1. FIRE ALARM SYSTEM INFORMATION AND FIRE ALARM DRAWINGS ARE CONCEPTUAL DRAWINGS, NOT TO BE USED FOR CONSTRUCTION PURPOSES. 2. SYSTEM IS U.L. LISTED FOR POWER-LIMrrED D.C. APPLICATIONS PER NEC 760. 3. QUANTITY OF DEVICES IS SHOWN FOR SCHEMATIC PURPOSES ONLY. SEE FLOOR PLAN DRAWINGS FOR ACTUAL NUMBER OF DEVICES. 4. WHEN AN ALARM CONDITION IS DETECTED BY ONE OF THE SYSTEM INITIATING DEVICES, THE FOLLOWING FUNCTIONS SHALL IMMEDIATELY OCCUR: a. THE SYSTEM ALARM LED SHALL FLASH. b. A LOCAL SOUNDING DEVICE IN THE PANEL SHALL BE ACTIVATED. c. THE CORRESPONDING LED ON THE INITIATING ZONE(S) IN ALARM SHALL FLASH. d. ALL AUTOMATIC PROGRAMS ASSIGNED TO THE ALARM POINT SHALL BE EXECUTED PER THE MATRIX ABOVE. AS EACH INDICATING CIRCUIT OR CONTROL RELAY IS ACTIVATED, IT'S LED SHALL BE ILLUMINATED. e. ACTIVATE AN OUTPUT TO THE MONITORING SERVICE APPROVED BY THE LOCAL AUTHORITY. 5. FIRE ALARM CIRCUIT IDENTIFICATION SHALL COMPLY WITH NEC 760.10. 6 Eire Alarm Connection Detail E0e4 Scale: Not To Scale (TYPICAL AT MULTIPLE LOCATIONS) d- BUSHING S () BOLLARD LIGHTING FIXTURE ANCHOR BOLTS BOND METAL CONDUrr(S) AND GROUND CONDUCTOR TO BOLLARD 1" CHAMFER ALL AROUND 1 #6 CU GND. — PAVING OR FINISHED GRADE \ : ` \ \ .;� .* . k. 3/4" x 8' 0�' COPPERWELD GROUND ROD::;-�'f ... CONDUIT QUANTITY AND , DIRECTION AS REQUIRED * I (VERIFY BOLT CENTER -1 DEPTH) DIAMETER 2" MIN I —I- * NOTE: 4" MIN COORDINATE WITH STRUCTURAL ENGINEER AND/OR LIGHTING FIXTURE �-- * MANUFACTURER FOR BOLLARD BASE ' (ROUND BASE; REQUIREMENTS AND PROVIDE COORDINATE WITH AS NECESSARY BOLLARD MANUFACTURER) 4 Bollard Base Detail E0.4 Scale: Not To Scale 36" MIN. — FROM CORNER - 12" MIN. RECEPTACLE (TYP.) 'NOTE 41 NOTE 1 & 2 :::::::._:::._._._::::... ........................... ................................................................ is?::jyiii?::?:> ''_::..:::::::::.::::::::....,............... . (GFI) (GFI) (GFI) GFl ( ) GFl q� ( ) 12 MAX. ::.::::..... ......................... .......................... NOTE 3 REQUIRED PER :.., ..., .:...... .,..... N.E.C. SPACING ..... REQUIREMENTS NOTE 1: 36" MIN DIMENSION FROM INSIDE CORNER PER FAIR HOUSING ACT REQUIREMENTS. NOTE 2: OTHER ELECTRICAL DEVICES ($, $) SHALL ALSO BE MOUNTED A MINIMUM OF 36" FROM AN INSIDE CORNER. +—= STANDARD 24 (GFI) NOTE 3: ACCESSIBLE SIDEWALL MOUNTED OUTLETS, SWITCHES, OR OTHER DEVICES. LOCATION SHOULD NOT BE „ DEEP COUNTER 12 MIN..:::::_:;:&BASE CABINETS " MORE THAN 12 FROM FRONT OF COUNTER, IN KITCHENS NOTE 4 AND BATHROOMS. :.vvi '............................................................... .................... ... -.: NOTE 4: ACCESSIBLE OUTLET LOCATION SHOULD BE MORE THAN 12" FROM END WALL, REFRIGERATOR OR OTHER >> OBSTRUCTION. NOTE 5: SWITCHES, OUTLETS OR OTHER DEVICES ABOVE THE COUNTERTOPS TO BE MOUNTED 44" A.F.F. MAX. HORIZONTALLY TO TOP OF BOX. Electrical Devices (--3 Dwelling Unit Kitchen E0.4 Scale: Not To Scale 12 STEEL WIRE TYPICAL) DO NOT SECURE TO CEILING SUPPORT WIRES 1/4" THREADED ROD FROM STRUCTURE Al 3 MAX. SUPPORT CONDUIT O o 10'-0" O.C. o CEILING SUPPORT FLEX W/ CLIP (TYP) GROUND WIRE 'T'-BAR MAIN RUNNER Lay —In Fluorescent Fixture (-T Support With #12 Steel Wire E0.4 Scale: Not To Scale SERVICE GROUNDING AT MAIN ................................................................................................................................. ..................•••................................................... A ........................................................... NEUTRAL ::::�:�:�:�:�:�:�.':�:�:�::� �:�:�:��� �=:�:: #6 MIN. TO PHONE BACKBOARDS LI N 7.:::.:.::.::::::.:.::..:.:.::::.:::::.:.::.:::.:::.::. I....:................................................................._....... :. ;:::GROUND BUS:=::::.'::::::::: 'S #3/0 CU — �— SIZE PER TABLE (TYP) #6 CU U.L. LISTED GROUNDING CLAMP I #6(CU) 100A GROUND 1 ' i TO SERVICE EQUIPMENT ENCLOSURE 20'-0" MIN. OF 1/2" U.L. LISTED GROUNDING CLAMP REBAR IN BUILDING FOOTING (WHERE AVAILABLE) COLD WATER SERVICE ENTRANCE SUPPLY SIDE VALVE, METER OR UNION GROUND CLAMP —JUMPER UL APPROVED ALL GROUNDING CABLES SIZE 3/0 UNLESS OTHERWISE SPECIFIED Neutral/Ground*ng Detci Scale: Not To Scale Campus I Villa e J Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEN 5ET 03115AO 155UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com 1 MARK N.131iaBilw ......83876 ...�. 0- eCENS4 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. EO.4 Jordan & Skala Engineers, Inc. Project Number-1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. ELECTRICAL DETAILS COPYRIGHT cO2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O BRIEN LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER CATALOG NO. LAMPS NOTES CEILING/SURFACE—MOUNTED COMPACT COOPER LIGHTING P3818-30 (2) 13W TWIN CF •• A FLUORESCENT WITH GLASS BOWL AND HPF PROGRESS P7353-30 3500K BALLAST; 12" DIAMETER 36" WRAPAROUND FLUORESCENT, COOPER BI—X-225 (2) 25W T8 3500K BATHROOM VANITY B WALL —MOUNT WITH HPF BALLAST CEILING/SURFACE—MOUNTED COMPACT COOPER 7413 RD (1) 22W T9 CIRCLINE ENTRY, HALLWAY, PATIO, C FLUORESCENT DECORATIVE ROUND WITH 3500K PORCH ACRYLIC DIFFUSER AND HPF BALLAST; 11" DIAMETER 48" WRAPAROUND FLUORESCENT, COOPER W2324—REB1 (2) 32W T8 3500K KITCHEN D WALL/CEILING—MOUNT WITH HPF BALLAST AND LIGHT OAK WOOD TRIM ENDS CEILING/WALL/SURFACE MOUNT ROUND PROGRESS P7376-30 (2) 13W TWIN CF E CLOUD WITH ACRYLIC DIFFUSER AND HPF 3500K BALLAST; 11" DIAMETER CEILING/SURFACE MOUNT LOW PROFILE PROGRESS P7118-30 (2) 18W TWIN CF 10OW INCANDESCENT F SQUARE WITH ACRYLIC DIFFUSER AND HPF 3500K EQUIVALENT BALLAST; 12" SQUARE WALL —MOUNTED 5" OPEN CYLINDER WITH UP HALO H2353—BZ UP/DOWN (2) 42W TRIPLE CF •• G AND DOWN LIGHTING COMPONENTS AND HPF 3500K BALLAST WALL —MOUNTED 5" OPEN CYLINDER WITH HALO H1313—BZ DOWN (2) 13W TWIN CF •• G-1 DOWN LIGHTING COMPONENT AND HPF 3500K BALLAST G-2 CEILING/SURFACE MOUNT LOW PROFILE PROGRESS P7118-30 (2) 13W TWIN CF 75W INCANDESCENT H SQUARE WITH ACRYLIC DIFFUSER AND HPF 3500K EQUIVALENT BALLAST; 12" SQUARE WALL —MOUNTED AREA LIGHT, FULL CUTOFF STONECO FPM-150—MA—L (1) 150W MH •• J WALL —PACK WITH FPS KNUCKLE; 12" DEEP AND 13" WIDE BATH EXHAUST FAN NUTONE 695 N/A •• N PORCELAIN SOCKET FOR CF LAMP, WITH LEVITON 29816—C (1) 13W TWIN CF 60W INCANDESCENT PC PULL CHAIN 3500K EQUIVALENT CEILING FAN, 42% 3—SPEED, FOUR BLADE, PROGRESS P2524-30 (VERIFY COLOR) N/A •• CF WITHOUT LIGHT KIT 4' STRIP FLUORESCENT WITH HPF BALLAST, COLUMBIA CS4-232EU—WG4—EL (2) 32W T8 3500K •• SE WIRE GUARD AND INTEGRAL BATTERY BACKUP NOTES: 1. REFER TO INTERIOR DESIGNER / ARCHITECT DRAWINGS FOR PREFERRED SPECIFICATION AND LAYOUT OF APARTMENT LIGHTING FIXTURES. 2. FINAL FIXTURE SELECTIONS TO BE SUBMITTED TO AND APPROVED BY OWNER. 3. ALL LIGHTING FIXTURES MAY NOT NECESSARILY BE USED. 4. PROVIDE ALL NECESSARY HARDWARE AND ACCESSORIES REQUIRED TO MAINTAIN THE FIRE RATING AND/OR FIREPROOF INTEGRITY OF CEILINGS, WALLS, SURFACES, ETC. TO/ON/IN WHICH FIXTURES ARE INSTALLED. 5. ALL OUTDOOR FIXTURES SHALL BE DAMP AND/OR WET LOCATION LISTED (AS APPLICABLE TO INSTALLATION) AND SHALL BE PROVIDED WITH 0% COLD WEATHER BALLASTS (FLUORESCENT AND HID FIXTURES). 6. UNDERCABINET AND COVE FIXTURE LENGTHS TO BE PROVIDED TO RUN THE LENGTH OF REQUIRED SPACE WITH MINIMUM NUMBER OF FIXTURES. 7. ALL EXTERIOR AND SITEAANDSCAPE LIGHTING MUST ADHERE TO THE LOCAL LIGHTING ORDINANCES AND REQUIREMENTS. PROVIDE SHIELDING, GLARE CONTROL, HARDWARE OPTIONS AND ACCESSORIES AS NECESSARY TO COMPLY. 8. LIGHTING FIXTURES SHOWN WITH SOLID OR CROSS —HATCHED CENTER SHALL BE SAME AS OTHER LIGHTING FIXTURES ADJACENT/SIMILAR EXCEPT WITH 90—MINUTE BATTERY BALLAST FOR EMERGENCY EGRESS/EXIT LIGHTING. COMMON AREA, COMMUNITY CENTER AND SITE LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER CATALOG NO. LAMPS NOTES 2' X 2', 2-ULAMP RECESSED 9 CELL LIGHTOLIER DPS2G9LS26U-SO 2-F32T8/SP35/U/6 TYPE CAE TO HAVE CA PARABOLIC TROFFER, SPECIFICATION GRADE, METALUX 2EP3GX-2U6T8S331-EB81 1400 LUMEN INVERTER ELECTRONIC BALLAST, GRID TYPE. COLUMBIA P4D22-232U6G-MA33S-EB8 LITHONIA 2PM3-GB2U316-9LD-GEB COMPACT FLUORESCENT DOWNLIGHT LIGHTOLIER 6126BU/8021CCLW 2-F26T4/35K TYPE CDE TO HAVE CD ARCHITECTURAL GRADE, 6" APERTURE, PORTFOLIO C6042-6000-LI BATTERY BALLAST CLEAR REFLECTOR, ELECTRONIC BALLAST, PRESCOLITE CFT626EB-STF602 TRIM RING, VERTICAL LAMP. LITHONIA AFV26TRT6AR-GEB-TRW H.I.D. DOWNLIGHT WITH CLEAR REFLECTOR, LIGHTOLIER DL6A1OHC/DL6ACL 1-10OMH TYPE CDQ TO HAVE CD1 ARCHITECTURAL GRADE, HPF BALLAST. PORTFOLIO MD6-740-6700-LI QUARTZ RESTRIKE PRESCOLITE RHD601-10OMHFE-STH602 LITHONIA AH100M6AR TRW COMPACT FLUORESCENT WALL WASHER, LIGHTOLIER 6126BU/8021WWCCLW 2-F26T4/35K TYPE DIE TO HAVE CW ARCHITECTURAL GRADE, 6" APERTURE, PORTFOLIO C6042-6010-U BATTERY BALLAST CLEAR REFLECTOR, ELECTRONIC BALLAST, PRESCOLITE CFT626EB-STF602WW TRIM RING. LITHONIA AFVW26TRT6AR-GEB-TRW SELECTED BY ARCHITECT/OWNER CID 4', 2-LAMP STRIP, ELECTRONIC BALLAST. LIGHTOLIER SW240RSHPF-SO-WG4 2-F32T8/SP35 TYPE CSE TO HAVE CS WITH WIRE GUARD METALUX SN-232-EB81-WG4 1400 LUMEN INVERTER COLUMBIA CS4-232-EB8-WG4 LITHONIA C232-GEB-WG4 L.E.D. EXIT SIGN WITH RECESSED HOUSING, LIGHTGUARD SLDLXCSRC L.E.D. CX EDGE -LIT PANEL WITH RED LETTERS, SURELITES ELX-6 WITH SELF-CONTAINED BATTERY. PRESCOLITE LEPCSR-***-WA LITHONIA LRP-RC 4', 2-LAMP WALL MOUNTED FLUORESCENT LIGHTOLIER CWB232DW-SO 2-F32T8/SP35 CFE WITH ACRYLIC LENS, ELECTRONIC BALLAST, METALUX BE-232-EB81 AND INTEGRAL BATTERY BALLAST. COLUMBIA WAL4-232-EB8 NULITE UC232 ELB OUTDOOR ARCHITECTURAL EMERGENCY EMERG-LITE OW-LUXN-ZU INCLUDED CE LIGHT, SURFACE MOUNTED, NI -CAD SURELITES AELI -WH-SD BATTERY. MCPHILBEN PATRON PDNW LITHONIA AFFINITY AFN-W-EXT 400 WATT METAL HALIDE PARKING LOT LSI CTM-3-40OMH-BRZ 1-40OMH SA FIXTURE, HORIZONTAL LAMP, ALUMINUM MCGRAW EDISON CAL400MH-3S-9Z HOUSING, TYPE 3 DISTRIBUTION WITH 25' SPAULDING CM-PM5-M400-III-MT-DBZ/25SQS411-DBZ-SGL POLE, LITHONIA KAD-40OM-R3 SAME AS TYPE "SA" EXCEPT WITH TWO (2) SB FIXTURE HEADS DECORATIVE TWIN -HEAD, POLE -MOUNTED PHILIPS 'DOMUS 55' SERIES, 1-175MH Sc CVCS STANDARD FIXTURE AS SELECTED BY DMS55-SG-SMB-PH8 WITH RM2 MOUNTING (EACH FIXTURE HEAD) ARCHITECT/OWNER SSM8 POLE, AND SYMMETRICAL SG1 OPTICS NOTES: la. REFER TO ARCHITECTURAL PLANS, ELEVATIONS, AND DETAILS FOR EXACT LOCATION, QUANTITY, AND MOUNTING HEIGHT OF ALL EXTERIOR, BUILDING -MOUNTED LIGHTING FIXTURES; AS WELL AS FINAL FIXTURE SPECIFICATIONS. 2a. PROVIDE ALTERNATE BID FOR L.E.D. LIGHTING FIXTURE FOR COMMUNITY CENTER DOWNLIGHT, TYPE 'CD'; HALO '900-SERIES' LED. 3a. PROVIDE ALTERNATE BID FOR LE.D. LIGHTING FIXTURE FOR BUILDING CORRIDOR WALL -MOUNTED FIXTURE, TYPE 'F'; PHILIPS 'eW DOWNLIGHT POWERCORE' 4a. PROVIDE ALTERNATE BID FOR LE.D. LIGHTING FIXTURE FOR BUILDING CORRIDOR CEILING -MOUNTED FIXTURE, TYPE V; SEA GULL LIGHTING '14101S-962' WITH 4500K OUTPUT (COMMON CORRIDORS) AND 3000K OUTPUT FOR ALL OTHER INTERIOR SPACES. 5a. PROVIDE ALTERNATE BID FOR LE.D. LIGHTING FIXTURE FOR DECORATIVE OUTDOOR POLE -MOUNTED FIXTURE, TYPE 'SC'; HOLOPHANE 'GRANVILLE LED' WITH 116 WATT LAMP/POWER OUTPUT. MECHANICAL EQUIPMENT CONNECTION SCHEDULE DESCRIPTION CIRCUIT CONDUCTORS STARTER/ DISCONNECT NOTES EH —A (BUILDINGS) REFER TO HOUSE PANELS 2#10, 1#10G. 30/2/NF AH—A Indoor Unit REFER TO LOAD CENTER 3#6, 1 #1 OG. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1#10G. 60/2/3R AH—B Indoor Unit REFER TO LOAD CENTER 3#6, 1 #1 OG. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1#I0G. 60/2/3R AH—C Indoor Unit REFER TO LOAD CENTER 3#6, 1#I0G. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1#I0G. 60/2/3R AH—D Indoor Unit REFER TO LOAD CENTER 3#6, 1 #10G. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1#10G. 60/2/3R AH—E Indoor Unit REFER TO LOAD CENTER 3#6, 1#10G. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1#10G. 60/2/3R AH—F Indoor Unit REFER TO LOAD CENTER 3#6, 1#10G. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1#I0G. 60/2/3R AH—G Indoor Unit REFER TO LOAD CENTER 3#6, 1#10G. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1#10G. 60/2/3R AH—H Indoor Unit REFER TO LOAD CENTER 3#6, 1#10G. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1#10G. - 60/2/3R AH—I Indoor Unit REFER TO LOAD CENTER 3#6, 1#10G. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1 #1 OG. 60/2/3R AH—J Indoor Unit REFER TO LOAD CENTER 3#6, 1#10G. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1#10G. 60/2/3R AH—K Indoor Unit REFER TO LOAD CENTER 3#6, 1#10G. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1#10G. 60/2/3R AH—L Indoor Unit REFER TO LOAD CENTER 3#6, 1 #1 OG. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1#10G. 60/2/3R AH—M Indoor Unit REFER TO LOAD CENTER 3#6, 1#10G. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1 #10G. 60/2/3R AH—N Indoor Unit REFER TO LOAD CENTER 3#6, 1#10G. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1#10G. 60/2/3R AH—O Indoor Unit REFER TO LOAD CENTER 3#6, 1#100. 60/2/NF Outdoor Unit REFER TO LOAD CENTER 2#8, 1 #100. 60/2/3R EF—A W/LTS 2#12, 1#12G• BY DIVISION 15 CNTRL BY WALL SW. �C NOTES TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE: 1. PROVIDE CONNECTION TO ALL MECHANICAL, PLUMBING, I.T., ETC. EQUIPMENT AS REQUIRED FOR COMPLETE AND OPERATIONAL SYSTEMS THROUGHOUT THE PROJECT. REFER TO MECHANICAL, PLUMBING, I.T., AND ARCHITECTURAL DRAWINGS FOR EQUIPMENT REQUIRING ELECTRICAL SERVICE BUT NOT NECESSARILY SHOWN ON ELECTRICAL PLANS. 2. WHERE MECHANICAL OR PLUMBING EQUIPMENT REQUIRES ELECTRICAL SERVICE, INCLUDE LOCAL SERVICE DISCONNECT AT EACH PIECE OF EQUIPMENT IN ACCORD WITH NEC AND IN ACCORD WITH EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS; SIZED AS REQUIRED TO ACCOMMODATE LOAD REQUIREMENTS OF EQUIPMENT. WHERE TWO OR MORE ITEMS ARE CONNECTED TO THE SAME BRANCH CIRCUIT, PROVIDE FUSED DISCONNECT FOR EACH PIECE OF EQUIPMENT. I n Jordan & Skala Engineers, Inc. Project Number-1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 201 D JORDAN do SKALA ENGINEERS, INC. Campus ' ' ' Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% RE1/I EN 5ET 03/15/10 155UED FOR PERMIT 04/15/10 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. EO.5 ELECTRICAL SCHEDULES COPYRIGHT )2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN .. .. �.. _ _ ,�— �, , ...,.. �.�-- s,. ----,_ . r � � _ --- -- _ .... -,� _f ���---4.. _._._— �---�---�----.__ __ _ t , - LOAD CENTER SCHEDULE - A MAIN: 125A MLO I VOLTAGE: 240/120 PHASE: 1 WIRE: 31 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE I KITCHEN RECEPTACLES 20/1 2 3 1 - --- KITCHEN RECEPTACLES 20/1 4 5 30/2 DRYER DISHWASHER 20/1 6 7 DISPOSAL 20/1 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 1 - --- LIGHTS & RECEPTACLES AFCI 15/1 14 15 51/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 -- LIGHTS & RECEPTACLES AFCI 15/1 18 19 4 L% ` HACR IOUTDOOR HVAC SPACE 20 21 -- SPACE 22 23 ISPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - F MAIN: 125A MLO I VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE JBKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 -- KITCHEN RECEPTACLES 20/1 4 5 30/2 DRYER DISHWASHER 20/1 6 7 -- DISPOSAL 20/1 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 ILOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 1 12 13 -- --- LIGHTS & RECEPTACLES AFCI 15/1 14 15 '50/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 -- --- LIGHTS & RECEPTACLES AFCI 15/1 18 19 ;W,%2 HACR I OUTDOOR HVAC SPACE 20 21 --- SPACE 1 22 23 ISPACE SPACE 1 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - K MAIN: 125A MLO I VOLTAGE: 240/120 PHASE: 1 WIRE: 31 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 KITCHEN RECEPTACLES 20/1 4 5 30/2 DRYER DISHWASHER 20/1 6 7 DISPOSAL 20/1 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 --- LIGHTS & RECEPTACLES AFCI 15/1 14 15 51/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 LIGHTS & RECEPTACLES AFCI 15/1 18 19 44/ 2 HACR OUTDOOR HVAC SPACE 20 21 -- SPACE 22 23 ISPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. UNIT "A" SQUARE FOOTAGE 919 SF X 3 VA/SFr 2.8 KVA KITCHEN/LAUNDRY 4500 VA r 4.5 KVA RANGES 8000 VA IF 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 28.3 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 18.3 KVA X 40 % 7.3 KVA HVAC (HEAT PUMP) 6.0 KVA X 100 % 6.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 23.3 KVA VOLTAGE: 240/120 PHASE: 1 97.1 AMPS UNIT 111" SQUARE FOOTAGE 1560 SF X 3 VA/SFF 4.7 KVA KITCHEN/LAUNDRY 45DO VA IP 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 50DO VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 30.2 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 20.2 KVA X 40 % 8.1 KVA HVAC (HEAT PUMP) 12.0 KVA X 100 % 12.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 30.1 KVA VOLTAGE: 240/120 PHASE: 1 125.3 AMPS UNIT "B" SQUARE FOOTAGE 1107 SF X 3 VA/SF 3.3 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 28.8 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 18.8 KVA X 40 % 7.5 KVA HVAC (HEAT PUMP) 8.0 KVA X 100 % 8.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 25.5 KVA VOLTAGE: 240/120 PHASE: 1 106.4 AMPS UNIT "J" SQUARE FOOTAGE 1724 SF X 3 VA/SFr 5.2 KVA KITCHEN/LAUNDRY 4500 VA IF 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA r 0.8 KVA DISHWASHERS 1200 VA r 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 30.7 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 20.7 KVA X 40 % 8.3 KVA HVAC (HEAT PUMP) 12.0 KVA X 100 % 12.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 30.3 KVA VOLTAGE: 240/120 PHASE: 1 126.1 AMPS LOAD CENTER SCHEDULE - B MAIN: 125A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 KITCHEN RECEPTACLES 20/1 4 5 30/2 DRYER DISHWASHER DISPOSAL 20/1 20/1 6 8 7 -- - 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 -- --- LIGHTS & RECEPTACLES AFCI 15/1 14 15 50/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 -- LIGHTS & RECEPTACLES AFCI 15/1 18 19 40%2 HACR OUTDOOR HVAC SPACE 20 21 SPACE 22 23 SPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - G MAIN: 125A MLO I VOLTAGE: 240/120 PHASE: 1 WIRE: 31 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES KITCHEN RECEPTACLES DISHWASHER 20/1 20/1 20/1 2 4 6 3 5 30/2 DRYER 7 --- DISPOSAL 20/1 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 -- LIGHTS & RECEPTACLES AFCI 15/1 14 15 5)/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 -- LIGHTS & RECEPTACLES AFCI 15/1 18 19 40/2 HACR OUTDOOR HVAC SPACE 20 21 -- SPACE 22 23 1 ISPACE SPACE I I 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - L MAIN: 125A MLO I VOLTAGE: 240/120 PHASE: 1 WIRE: 31 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE I BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE I CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 KITCHEN RECEPTACLES DISHWASHER 20/1 20/1 4 6 5 30/2 DRYER 7 --- DISPOSAL 20/1 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 -- LIGHTS & RECEPTACLES AFCI 15/1 14 15 501/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 -- --- LIGHTS & RECEPTACLES AFCI 15/1 18 19 40/2 HACR OUTDOOR HVAC SPACE 20 21 - --- SPACE 22 23 1 ISPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. UNIT "C" SQUARE FOOTAGE 1326 SF X 3 VA/SF 4.0 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 29.5 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 19.5 KVA X 40 % 7.8 KVA HVAC (HEAT PUMP) 10.0 KVA X 100 % 10.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 27.8 KVA VOLTAGE: 240/120 PHASE: 1 115.8 AMPS UNIT "K" SQUARE FOOTAGE 568 SF X 3 VA/SF� 1.7 KVA KITCHEN/LAUNDRY 45DO VA 4.5 KVA RANGES 80DO VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA IF 0.8 KVA DISHWASHERS 12DO VA r 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 27.2 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 17.2 KVA X 40 % 6.9 KVA HVAC (HEAT PUMP) 5.0 KVA X 100 % 5.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 21.9 KVA VOLTAGE: 240/120 PHASE: 1 91.2 AMPS LOAD CENTER SCHEDULE - C MAIN: 125A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 KITCHEN RECEPTACLES 20/1 4 5 30/2 DRYER DISHWASHER 20/1 6 7 -- DISPOSAL 20/1 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 -- LIGHTS & RECEPTACLES AFCI 15/1 14 15 F /2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 -- LIGHTS & RECEPTACLES AFCI 15/1 18 19 40/2 HACR OUTDOOR HVAC SPACE 20 21 §SPACE SPACE 22 23 SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - H MAIN: 125A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE I BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 --- KITCHEN RECEPTACLES 20/1 4 5 30/2 DRYER DISHWASHER 20/1 6 7 --- DISPOSAL 20/1 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 -- LIGHTS & RECEPTACLES AFCI 15/1 14 15 , INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 --- LIGHTS & RECEPTACLES AFCI 15/1 18 19 HACR OUTDOOR HVAC SPACE 20 21 SPACE 22 23 SPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - M MAIN: 125A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 --- KITCHEN RECEPTACLES 20/1 4 5 30/2 DRYER DISHWASHER 20/1 6 7 --- DISPOSAL 20/1 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 -- LIGHTS & RECEPTACLES AFCI 15/1 14 15 50/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 -- --- LIGHTS & RECEPTACLES AFCI 15/1 18 19 4oil 2 HACR OUTDOOR HVAC SPACE 20 21 SPACE 22 23 1 1 ISPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. UNIT "D" SQUARE FOOTAGE 1123 SF X 3 VA/SF� 3.4 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 28.9 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 18.9 KVA X 40 % 7.5 KVA HVAC (HEAT PUMP) 8.0 KVA X 100 % 8.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 25.5 KVA VOLTAGE: 2401120 PHASE: 1 106.4 AMPS UNIT "L" SQUARE FOOTAGE 799 SF X 3 VA/SF 2.4 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 27.9 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 17.9 KVA X 40 % 7.2 KVA HVAC (HEAT PUMP) 6.0 KVA X 100 % 6.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 23.2 KVA VOLTAGE: 2401120 PHASE: 1 96.5 AMPS UNIT "E" SQUARE FOOTAGE 1356 SF X 3 VA/SFF 4.1 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 29.6 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 19.6 KVA X 40 % 7.8 KVA HVAC (HEAT PUMP) 10.0 KVA X 100 % 10.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 27.8 KVA VOLTAGE: 240/120 PHASE: 1 115.9 AMPS UNIT I'M" SQUARE FOOTAGE 1044 SF X 3 VA/SF� 3.1 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 28.6 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 18.6 KVA X 40 % 7.5 KVA HVAC (HEAT PUMP) 8.0 KVA X 100 % 8.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 25.5 KVA VOLTAGE: 240/120 PHASE: 1 106.1 AMPS LOAD CENTER SCHEDULE - D MAIN: 125A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 KITCHEN RECEPTACLES 20/1 4 5 30/2 DRYER DISHWASHER 20/1 6 7 DISPOSAL 20/1 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 -- --- LIGHTS & RECEPTACLES AFCI 15/1 14 15? 2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 --- LIGHTS & RECEPTACLES AFCI 15/1 18 19 4 I2 HACR JOUTDOOR HVAC ]SPACE SPACE 20 21 1 --- SPACE 22 23 ISPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY, LOAD CENTER SCHEDULE - I MAIN: 150A MLO I VOLTAGE: 240/120 PHASE: 1 WIRE: 31 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 KITCHEN RECEPTACLES 20/1 4 5 30/2 DRYER DISHWASHER 20/1 6 7 DISPOSAL 20/1 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 -- --- LIGHTS & RECEPTACLES AFCI 15/1 14 15 50/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 --- LIGHTS & RECEPTACLES AFCI 15/1 18 19 HACR OUTDOOR HVAC SPACE 20 21 -- SPACE 22 24 23 SPACE I r3SPACE NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - N MAIN: 150A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE B DESCRIPTION BKR TYPE TRIP POLE CKT # A 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 KITCHEN RECEPTACLES 20/1 4 5 30/2 DRYER DISHWASHER 20/1 6 7 DISPOSAL 20/1 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 - --- LIGHTS & RECEPTACLES AFCI 15/1 14 15 50 `2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 -- LIGHTS & RECEPTACLES AFCI 15/1 18 19 -40/2 HACR OUTDOOR HVAC SPACE 20 21 SPACE 22 23 SPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. UNIT "F" SQUARE FOOTAGE 1328 SF X 3 VA/SF 4.0 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 29.5 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 19.5 KVA X 40 % 7.8 KVA HVAC (HEAT PUMP) 10.0 KVA X 100 % 10.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 27.8 KVA VOLTAGE: 240/120 PHASE: 1 115.8 AMPS UNIT "N" SQUARE FOOTAGE 1559 SF X 3 VA/SFv 4.7 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 30.2 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 20.2 KVA X 40 % 8.1 KVA HVAC (HEAT PUMP) 12.0 KVA X 100 % 12.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 30.1 KVA . VOLTAGE: 240/120 PHASE: 1 125.3 AMPS LOAD CENTER SCHEDULE - E MAIN: 125A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES KITCHEN RECEPTACLES 20/1 20/1 2 4 3 5 30/2 DRYER DISHWASHER 20/1 6 7 - DISPOSAL 20/1 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 - --- LIGHTS & RECEPTACLES AFCI 15/1 14 15 50/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 --- LIGHTS & RECEPTACLES AFCI 15/1 18 19 HACR OUTDOOR HVAC SPACE 20 21 �11­ -- SPACE 22 23 SPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - J MAIN: 150A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 KITCHEN RECEPTACLES 20/1 4 5 30/2 DRYER DISHWASHER 20/1 6 7 DISPOSAL 20/1 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 -- - LIGHTS & RECEPTACLES AFCI 15/1 14 15 `Ji 2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 --- LIGHTS & RECEPTACLES AFCI 15/1 18 19 40/ 2 HACR OUTDOOR HVAC SPACE 20 21 ISPACE 22 23 SPACE 1 rl SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - O MAIN: 125A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 KITCHEN RECEPTACLES 20/1 4 5 30/2 DRYER DISHWASHER 20/1 6 7 - - DISPOSAL 20/1 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 -- LIGHTS & RECEPTACLES AFCI 15/1 14 15 50/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16 17 -- LIGHTS & RECEPTACLES AFCI 15/1 18 19 40/2 HACR OUTDOOR HVAC SPACE 20 21 -- --- SPACE 22 23 SPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. UNIT "G" SQUARE FOOTAGE 664 SF X 3 VA/SFv 2.0 KVA KITCHEN/LAUNDRY 4500 VA IF 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 27.5 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 17.5 KVA X 40 % 7.0 KVA HVAC (HEAT PUMP) 5.0 KVA X 100 % 5.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 22.0 KVA VOLTAGE: 240/120 PHASE: 1 91.7 AMPS UNIT "O" SQUARE FOOTAGE 437 SF X 3 VA/SF 1.3 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 26.8 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 16.8 KVA X 40 % 6.7 KVA HVAC (HEAT PUMP) 5.0 KVA X 100 % 5.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 21.7 KVA VOLTAGE: 240/120 PHASE: 1 90.5 AMPS UNIT "H" SQUARE FOOTAGE 664 SF X 3 VA/SFr 2.0 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA �" 1.5 KVA WATER HEATERS 45DO VA 4.5 KVA SUBTOTAL 27.5 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 17.5 KVA X 40 % 7.0 KVA HVAC (HEAT PUMP) 5.0 KVA X 100 % 5.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 22.0 KVA VOLTAGE: 240/120 PHASE: 1 91.7 AMPS ;I Jordan & Skala Engineers, Inc. r3Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 171 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration f F-4990 COPYRIGHT 0 2010 JORDAN & SKALA ENGINEERS, INC. Cam us in lIi p Village J Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 05/15/10 1551JED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com MARK N. BIGBIE .......... . :,. 88876 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. EO.7 ELECTRICAL SCHEDULES COPYRIGHT Q2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BYANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN DIMENSION FROM FACE OF GYPSUM TO EDGE OF BOX X ............... ..... ....... ... = 3'-0' MIN U FHA ELECTRICAL BOX BLOCKING AS NEEDED ADDITIONAL OUTLETS AS REQUIRED BY NEC 10.8.11 BASE CABINET BELOW .... ...... ..... ... I .. ..... ...... ...... ..... I❑..... ..... ... COUNTER .....TD,P.,,,.EDGE Kitchen Corner Outlet/Switch Scale: NTS GYPSUM BOARD PER UL RATING ON 2x4 FRAMING DIMENSION FROM EDGE OF COUNTER TOP TO EDGE OF BOX 1'-0' MINIMUM FHA ------------ - 2'-0' MAXIMUM NEC ELECTRICAL BOX 7r (4 < iw 0 El (y 1'-0' MINIMUM FHA Q— w ra t zwo U I-- i i z z < 5 BASE CABINET BELOW z .. ..... ..... ..... ..... .... - ...... ..... ...... ..... ... .. ..... ..... ..... .. ...... ..... ...... ..... ..... ...... ..... ...... ... COUNTER TOP EDGEt z Z ............ --------------------------------------------------- � < (,o) wN ........................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . REF 10.8.11 FOR'h4A OUTLET Z) NEX 30' x 48' CLEAR BASE CABI�,.E..T BELOW ' y" FLOOR SPACE % EDGE OF dWNTER TOP 0i FRIDGE REF 10,815:117 OUTLET IN J" t, Q Kk . DEVEI ... ..... ... . ..... ----------- - -------- - - -------- rl 1 u'o RATED WALL M or -2#_ 3/ 0'v- MINIMUM C) ....................... ................. X CLEAR Campus (y) 7r)'� lol 41 FLOOR SPACE A-T REF If-0.8.12 FOR FHA/NEC RANGE OUTLET Village JM 8'-2 3/4' MINIMUM 10'-3 1/4' MINIMUM Communities Z 9, 2'-2 1/81 . ...... . ..... ...... ..... . ..... ..... ... 2'-2 1/8' 2'-.2 1/8' 3' :4' MINIMUM 2-2 1/8' v :1114 CAMPUS ...... ..... ...... ..... ...... ..... ..... ...... ..... ............... - - - - - - ----------------- ..... ...... ..... ...... ..... 30: x 48' .......... ------------ r CLEAR 30' x 48' --------------- VILLAGE AT 30' x 48 CLEAR FLOOR CLEAR __O# 48' SPACE AT FLOOR CLE--�AR FLOOR RANGE SPACE AT COLLEGE FLOOR .... . .................. ii SPACE AT .................. SPACE AT FRI'DGE --- ------------- i SINK ------------------- ---------------- ------------ ............ STATION 8'-7 1/4' MINIMUM 10'-3 1/4' MINIMUM 7,i COLLEGE STATION 2-1/181- 3'-4' MINIMUM 9# 2 -2 1/8' 2'-2 1/8' 51-0' 9' 2'-2 1/8' 51 vv TEXAS ............... ... ........................................ .......... ........ --------------------------------------------- A DEVELOPMENT BY: CADDIS DEVELOPMENT ----------- ------- GROUP, LLC ISSUE LOG .................................... ................. NO. DESCRIPTION DATE 50% REVIEN 5ET 03/15/10 155UED FOR PERMIT 04/15AH Island/Peninsular Kitchen Clearances 0041 DIMENSION FROM FACE OF GYPSUM/EDGE OF COUNTER TOP TO EDGE OF BOX v ......... . ... . ........ 1'-0' MINIMUM FHA OPTION BACKWALL ELECTRICAL BOX 2'-0' MAXIMUM NEC BLOCKING AS NEEDED OPTION SIDEWALL ELECTRICAL BOX Scale: NTS e �nO Outlet/Switch I e �1'&�,A c 4)I�'�'c Scale. NTS Scale: NTS 10.8.12 10.8.13 ............... ...................... ................ 7U ELECTRICAL/PLUMBING BOX GYPSUM BOARD ON ALL SIDES OF BOX BLOCKING AND GYPSUM TRIM AS NEEDED BOARD ABOVE AND BELOW 10.8.21a Scale: NTS GYPSUM BOARD PER UL RATING ON 2x6 FRAMING I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . �- . ': . ' ............. .... . . . . . . . . . . . . . . GYPSUM BbAi..ON....................... ALL SIDES OF BOX BLOCKING AND GYPSUM BOARD ABOVE AND ELECTRICAL/PLUMBING BOX BELOW 08 Electrical/Plumbin Box in Rated Wall Scale: NTS 10.8.21 b U-Shaped Kitchen Clearances 10.2.12 I. Bathroom Outlet/Switch 10.8.14 Scale: NTS Scale: NTS .............................. ........................................ .............................. .......................... ........... ...................... I ................................................ .. ....... ................................ a„ . .. ................................................................. — 77' yy GYPSUM BOA -- - ------- - ... ....... IF BOX IN INSULATED ALL SIDES OF BOX WALL, ADD INSULATION TO OTHER SIDE AND BLOCKING AND GYPSUM OVERLAP BOARDABOVE AND ELECTRICAL/PLUMBING BOX BELOW ( 09 Electrical/Plumbing Box in Rated Wall Scale: NTS 10.8.21 c ;I Jordan & Skala Engineers, Inc. rlProject Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 C1 Texas Firm Registration # F-4990 COPYRIGHT 0 2010 JORDAN & SKALA ENGINEERS, INC. 0 1 B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 ]F- SHEET NO. E0.8 ELECTRICAL DETAILS COPYRIGHT @2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 60-1 CTIM coma amn ----_--'........ - _ ` -----' ��~� ___ !UUt'�C���&�}�/�L���x�UJ1' U A00- -- ENCLOSURE TOP TELEPHONE COMPANY PEDESTAL (OR,SERVICE MANHOLE), TYPICAL FOR EACH HP-21/23BUILDING. COORDINATE REQUIREMENTS, WITH TELEPHONE AND CAJV HP SERVIM., PROVDFR/Sl COORDINATE EXACT ROLMNG WITH S DOCUMENTS ^�� REFERENCE LANDSCAPE ARCHITECTURAL DRAWINGS FOR"POUL, AND COURVARD 41 AREA LANDSCAPE LIGHTING, INCLUDING LAY64JT AND FIXTURE SPECIFICATIONS, z ....... �_11­11111" ... PROVIDE AS NECESSARY FOR COMPLETE AND\,OPERA.`` BRANCH CIRCUITRY PER "HOUSE' ELtC.TRICAL F*EL SbHEDULES. ``````` `PROVIDE ``� REFERENCE GENERAL NOTES G-2, G-3, AND G--�5 THIS 5H.EET. D JUNCTION BOX FOR IRRIGATION CONTROLLER, LOCATED ADJACENT TO HOUSE ELECTRICAL PANEL. COORDINATE REQUIREWEENTS WIT14, LANDSCAPE ARCHITECTURAL DRAWINGS AND PROVIDE ASAECESSA BRANCH CIRCUIT (120 VOLT) TO BUILDING 'HOUSE' PANEL,. .._____-`-.``. \��`'~~E` ~~~''^`' TRANSFORMER~LOCATION,TYPICAL.^'^-'-- -A5 REQUIRED (RE: EO.2) UNDERGROUND MOM EACH TRANSFORMER TO'�DACH MEIER CENTER LOCATION. COORDINATE WITH POWER COMPANY k, D PROVIDE \ ^� ' '~~~�~^~^' (�) r ' '^^^ SEE BUILDING�.""~' rnu . il `. ELECTRIC srrE%DESIGN DOCUMENTS. INCLUDE CONCRETE SUPPORT 5|KUQ � -'--'--'—... WORK CoCSU ` GENERAL NOTES: .... '__ ---'--PROJECT P0&0UlY AND SECONDARY INFRASTRUCTURE TO SERVE THE SITE. \ ` \ ------,_.-�� -_ \ \ --- -���� ` ` \ ` �---- ` -_-'-._--GROUND TELEPHONE SERVICE CONTACT -xxx-xxxx). ELECTRIC SERVICE CONTACT IS %IN 1" C.; RE: 10/EO.4 FOR ADDITIONAL INFORMATION AND DETAILS.--^-'__--_'-'�� - T E L EP H . 0 . NE"Allb E LE CTRICAL COMPANIES SF-R VING THE SITE. VERIFY ROUTING OF CONDUITS SHOWN, CONNECTION PROVIDE RATED, WEATHERPROOF JUNCTION BOX FLUSH IN GRAD[ REQUIREMENTS AND LOCATIONS FOR RESPECTIVE SERVICES. PROVIDE AS NECESSARY FOR COMPLETE AND OPERATIONALWITH DISCONN ' ECT SWITCH FOR POWER TO SITE MONUMENT SIGN(S), TYPICAL. TELEPHONE AND ELECTRIICAL SERVICES. .... . ........... 11.1 .... . .... COORDINATE EXACT REQUIREMENTS WITH SIGN MANUFACTURER AND PROVIDE ............... AS REQUIRED FOR A COMPLETE AND OPERATIONAL ILLUMINATED SIGN SYSTEM. ..................... ..................... WITH DISCONNECT tWITCH FOR POWER TO FLAGPOLE LIGHTING. COORDINATE .......... EXACT_REQ.UI REM ENt/LAYOUT WITH LANDSCAPE ARCHITECT AND PROVIDE AS REQUIR�6�-�6k-'---A'".-tDMPLETE--AND.;.OPERA.flONAL FLAG LIGHTING SYSTEM. SITE PLAN - ELECTRICAL LAND9CAPE ... LIGHTING..AND OTHER EQUIPMENT THIS AREVREQUIRING ELECTRICAL ......... .............. SCALE: 1 50' CIRCUITRY. PROVIDE ACC60RDINGLY-RE: PANEL SCHEDULE(S) �0131'.CIRCUITRY. .............. 7p Jordan & -Skala Engineers, Inc. [71 Project Number - 1030009 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 � B R I E N ����� ��IV� ��� ��"^~'°�^����" '"^�"�'^�'' �UU���1�� ~~~~" " ^- '=^^ ��%. ' �� _' ---- '_ TEXAS -~ 75230 ���� ��� 1��� ^"�.,==' .="= www.obrienarch.com U DATE: JOB: SCALE: SHEET NO. COPYRIGHT @2010 OBRIEN THESE DRAWfNG'S, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY SITE PLAN U� moHoo FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN c kwr) 4 UNIT B - HC PLAN SCALE: 1/4" = 1'-0" r AUDI 2 UNIT A - HC PLAN SCALE: 1 /4" = 1'-0" KEY NOTES: O1 SMOKE DETECTORS SHALL BE 120V WITH BATTERY BACK UP AND HAVE BUILT—IN STROBES IN ADAPTABLE UNITS. DETECTORS SHALL BE NO LESS THAN 36" FROM A BATHROOM DOOR, SUPPLY AIR REGISTER, OR TIP OF A CEILING FAN BLADE. O2 CONTRACTOR SHALL FURNISH AND INSTALL A NEMA 14-30R RECEPTACLE AND CIRCUIT OF 3#10, #10G. FOR DRYER. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT ACTUALLY FURNISHED. O3 CONTRACTOR SHALL FURNISH AND INSTALL A NEMA 5-20R RECEPTACLE AND CIRCUIT OF 2#12, #12G. FOR WASHER. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT ACTUALLY FURNISHED. O CONTRACTOR SHALL FURNISH AND INSTALL A 30—AMP, 2—POLE NEMA 1 DISCONNECT AND CIRCUIT OF 2#10, 1#10G FOR WATER HEATER. UNIT 'C1' WILL REQUIRE A 60—AMP, 2—POLE NEMA 1 DISCONNECT AND CIRCUIT OF 2#8, 1 #10G. O5 PROVIDE U.L LISTED NEMA DISCONNECT TO AHU. SEE MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR ELECTRICAL INSTALLATION AND DISCONNECT REQUIREMENTS, A LOCK —OFF CIRCUIT BREAKER MAY BE USED INSTEAD OF A DISCONNECT SWITCH WHERE APPROVED BY THE AUTHORITY HAVING JURISDICTION. © CONTRACTOR SHALL FURNISH AND INSTALL SWITCH AND SINGLE RECEPTACLE FOR DISPOSAL FOR HANDICAP UNITS, DISPOSAL SHALL BE HARDWIRED AND SWITCH SHALL BE MOUNTED WITHIN CABINET BELOW. O7 PROVIDE SINGLE 20A RECEPTACLE IN CABINETRY FOR CONNECTION TO MICROWAVE/HOOD COMBINATION. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT ACTUALLY FURNISHED. O8 CONTRACTOR SHALL FURNISH AND INSTALL A NEMA 14-50R RECEPTACLE AND CIRCUIT OF 3#6, #10G. FOR RANGE/OVEN. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT ACTUALLY FURNISHED. O9 PROVIDE CEILING FAN RATED JUNCTION BOX. PROVIDE SEPARATE SWITCHES FOR FAN AND LIGHT KIT. PROVIDE FAN 'UF' IN LIVING ROOM AND CEILING FIXTURE 'UE' IN BED ROOMS, TYPICAL. 10 CONTRACTOR SHALL INSTALL LOAD CENTER PANEL FLUSH MOUNTED. INSTALLATION SHALL MAINTAIN FIRE RATING OF WALL, WHERE APPLICABLE. 11 TELECOMMUNICATIONS STRUCTURED MEDIA CENTER PANEL (MP) AND RECEPTACLE. HOMERUN MEDIA PANEL TO TELEPHONE AND CAN SERVICE BACKBOARDS (DEMARC LOCATION(S)). 12 PROVIDE PENINSULA/ISLAND RECEPTACLE MAX. 12" BELOW TOP OF COUNTER, IF/WHERE COUNTER BACKSPLASH DOES NOT AFFORD HORIZONTAL MOUNTING OF RECEPTACLE. 13 TELEPHONE/DATA AND CAN OUTLETS SHALL HOMERUN TO STRUCTURED MEDIA CENTER. GENERAL NOTES: 1. REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR ALL HVAC INFORMATION. 2. FOR HANDICAPPED UNITS, RANGE HOOD AND DISPOSAL SWITCHES ARE TO BE MOUNTED MAXIMUM 44" A.F.F. 3. RECEPTACLES SERVING LAUNDRY, KITCHEN, AND BATHROOM COUNTERS/BASINS TO BE GFCI PROTECTED. 4. WITHIN ALL HANDICAP ACCESSIBLE UNITS, ALL AUDIBLE FIRE ALARM DEVICES SHALL HAVE INTEGRAL VISUAL NOTIFICATION. 5. WALL —MOUNTED SMOKE DETECTORS SHALL BE INSTALLED WITH THE TOP OF THE DETECTOR 4" TO 12" FROM THE CEILING. 6. EACH BATHROOM SHALL HAVE A SEPARATE CIRCUIT FOR ALL OUTLETS AND EQUIPMENT LOCATED WITHIN THE BATHROOM. NO OTHER DEVICES WITHIN THE DWELLING UNIT SHALL BE CONNECTED TO THIS CIRCUIT. 7. CONTRACTOR SHALL PROVIDE AND INSTALL FIRE ALARM STROBES WITHIN ALL HANDICAP UNIT BATHROOMS. 8. CONTRACTOR SHALL PROVIDE (4) CONDUCTORS TO SWITCH LOCATIONS IN BEDROOMS AND LIVING ROOMS FOR FUTURE CEILING FANS AND LIGHT KITS TO BE SWITCHED SEPARATELY. 9. BASE BID PATIO/BALCONY LIGHTING SHALL CONNECT DIRECTLY TO 'HOUSE' PANEL AND SHALL BE CONTROLLED BY PHOTOCELL AND TIME CLOCK WITH OTHER EXTERIOR BUILDING LIGHTING. ALTERNATE BID SHALL INCLUDE PATIO LIGHTING AS SHOWN, CONNECTED TO APARTMENT LOAD CENTER AND CONTROLLED BY LOCAL WALL SWITCH WITHIN APARTMENT. 10. ELEC/ENVIRONMENTAL CONTROLS REQUIREMENTS FOR ANSI AND FAIR HOUSING: A LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS: ITEMS MUST BE POSITIONED SO THAT CONTROLS SHALL BE LOCATED NOT HIGHER THAN 48" A.F.F. (TO HIGHEST OPERABLE POSITION). B. ELECTRICAL OUTLETS SHALL BE MOUNTED SO THAT THE MINIMUM HEIGHT IS 15" A.F.F. C. CONTROLS AND/OR OUTLETS SHALL BE MOUNTED NOT HIGHER THAN 44" A.F.F. TO LOWEST OUTLETS WHEN WIDTH OF THE COUNTERTOPS ARE 20" MIN. AND 25" MAX. 11. ALL WORK WITHIN DWELLING UNITS MUST CONFORM TO NEC 2008 ARTICLE 210.12 (ARC —FAULT PROTECTION) AND ARTICLE 406.11 (TAMPER —RESISTANT RECEPTACLES). PROVIDE ACCORDINGLY IN ALL REQUIRED AREAS. 12. BATH EXHAUST FANS SHOWN ON MECHANICAL DRAWINGS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 13. DATA / TV OUTLETS SHALL BE AS FOLLOWS: a. LIVING ROOM: LEVITON 4—JACK IN SINGLE GANG BOX WITH THREE (3) BLUE AND ONE (1) RED JACKS. b. BEDROOMS: LEVITON 3—JACK IN SINGLE GANG BOX WITH TWO (2) BLUE AND ONE (1) RED JACKS. C. KITCHEN: LEVITON 2—JACK IN SINGLE GANG BOX WITH TWO (2) BLUE JACKS. BLUE JACK: DATA — LEVITON #6110—RL6 RED JACK: TV — LEVITON #6110—RR6 MEDIA PANEL (M.P.) REQUIRES ONE (1) 120V POWER. .....::-:::........ i........................:::::::::.......... il C N ATH ° KITCHEN 6 . DW CENTER: MP O', C,' .................. ..... .................................. ' PANEL::" C :\ ................................ ...... ..... ........ ...... ..... ... IO 12 ' -0.... rx . .: PC I OPC ..AH ` .._.. ....................... . :............. :.: . . L...................rO I.. O •.•.......................................... 9 J OF .................< 3 BEDROOM J OF 13 O O ,..... ................ ........... .......... .... .. ..... .... qP H.. WP C (WP) 3 UNIT B PLAN SCALE: 1 /4" = 1'-0" t% /IAmN 1 UNIT A PLAN SCALE: 1 /4" = 1'-0" b:'O. Campus ,' ' ' ' ' Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 1551JED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. E2.00 ;I Jordan & Skala Engineers, Inc. r3Project Number - 1030009 14240 MIDWAY RD., SUrrE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 rl Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. UNIT PLAN COPYRIGHT c@2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BYANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN Wp— C (WP) C (WP) 4 UNIT F PLAN SCALE: 1/4" = 1'-0" 2 UNIT D PLAN SCALE: 1/4" = 1'-0" GENERAL NOTES: 1. REFER TO DRAWING E2.00 FOR GENERAL NOTES AND KEY NOTES ASSOCIATED WITH AND APPLICABLE TO THIS SHEET. C (WP) WP --- - ------- --- --- = -------- - ----- - ............. ----------- ------------ :3 J t - - - - - - - - - - - - - - BEDROOM -2 ................... ................................ ..... ............... xz --------------- -- ------------ ............ NN _ __ . `BEDROOM I -------------- ------------------------- ............... ................................ . ........... (M .. . ........ . __ 3 . ........ ...... 1-3 U* . ...... (-Q)12 It Z CENTER PANEL • 'AHt, . .... . ......... 4t �* ... `U/ ------------- BATH I \13 13 TH 2 ....................... A !4� ------------------ --------- ............. ...... .......... ....... ............T + 6- B +361 .0 ----------------------- - ------- Z . ..... /1 EF--f ... .. .. 3 UNIT E PLAN SCALE: 1/4" = 1'-0" C (WP) SCALE: C PLAN SCALE: 1/4" = 1'-0" Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT 0 2010 JORDAN & SKALA ENGINEERS, INC: ICampus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155L)FD FOR PERMIT 04/15/10 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. E2.10 UNIT PLAN COPYRIGHT Q 2010 0 B R I E N THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 4 UNIT I PLAN SCALE: 1/4" = 1 0-0- 2 UNIT G PLAN SCALE: 1/4" = V-0- GENERAL NOTES: 1. REFER TO DRAWING E2.00 FOR GENERAL NOTES AND KEY NOTES ASSOCIATED WITH AND APPLICABLE TO THIS SHEET. R: BATH 21 C3 + +1 ... .............. . D KITCHEN N� : ........ ........... 19) ................... : U LOAD 7.77 ��­ .......................... h-1, .................. CENTER-:-"� PANFJ,----"131: M 0 C (WP) (WP) 3 UNIT H PLAN I SCALE: 1/4" = 1'-0" UN13IT F - HC PLAN SCALE: 1/4" = V—" I 11,11,nCampus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE - 50% REVIEW 5E7 03/15/101 ISSUED 1=0R PERMIT 04/15/101 0 'B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. E2.20 Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 173 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT 0 2010 JORDAN & SKALA ENGINEERS, INC. UNIT PLAN COPYRIGHT Q201 0 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BYANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN WP C (WP) 5 UNIT K - HC PLAN SCALE: 1/4" = 1 '-0" UNIT J - 3RD FLOOR PLAN SCALE: 1/4" = 1'-0" GENERAL NOTES: 1. REFER TO DRAWING E2.00 FOR GENERAL NOTES AND KEY NOTES ASSOCIATED WITH AND APPLICABLE TO THIS SHEET. UNIT J - 2ND FLOOR PLAN SCALE: 1/4" = 1'-0" D KITGHEN 2 O :CENTER :PANEL 'Bl: 4 UNIT K PLAN SCALE: 1/4" = 1'-0" C (WP) WP ,--� ........... ............... . - - -- ------ ....... ........ UNIT J - 1 ST FLOOR PLAN SCALE: 1/4" = 1'-0" Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04/15/10 O 2 B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. E2.30 r] Jordan & Skala Engineers, Inc. C3 Project Number • 1030009 173 14240 MIDWAY RD., SUrTE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT ® 2010 JORDAN do SKALA ENGINEERS, INC. UNIT PLAN COPYRIGHT CQ2010OBRIENTHESE DRAWINGS, ORPARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 4 UNIT 0 PLAN SCALE: 1/4" = V-0" C (WP) I is WP i° I------------------------- ,_ ... r......_..r I . b .............. . . . . . . . . . . . . . . . . . . . . . . . . 2 • BEDROOM 2 2. 2: 7: id.......... .............. i................................. - -. .... :� ....... ti BEDROOM 3 ? 9 LIVING ROO O 9 ` ________________ it BEDROOM I , , , I 22 2. 2; ::•• I : .. .t°A : -O PC -QPC 4 �- < PANEL 1: BAT 5 BATH 2 -. .---- ,• F_1.:: B - B • i i ...... ....- ........................... W 1 D KITGHE v 13 36' : :2 2 UNIT M PLAN SCALE: 1/4" = 1'-0" ,0 D) GENERAL NOTES: 1. REFER TO DRAWING E2.00 FOR GENERAL NOTES AND KEY NOTES ASSOCIATED WITH AND APPLICABLE TO THIS SHEET. ,--oC (WP) WP ...................................................... _ . i ...:.:....:; 2 : f�P I 2 2 M� :... :.PC:.: 2 2AD- PC 1 "' 3 LO O N O I W" O PANEL 'B 2 a 3 � BTH 2 .................. 2 \ ................... R B _ _� $ 36M f : 6_ EFT t _. I::............ ......... 3 UNIT N PLAN SCALE: 1/4" = 1'-0" BEDROOM 1 O �`f 0 ._._._.-•-•---===�P=====__:::__�:_:_:_ •..; : •:\ LOAD CENTER ___ __ --- - ' 11- EL ,B\r.. '`> ...... BATH I v ... B 5 C (WP) UNIT L PLAN SCALE: 1/4" = 1'-0' ;.....`,...� .re: .r. �,.•�:? �\ ,� ,....\...`...;..,,2\.:•...fit. �.�.. Campus 1 Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 1550ED FOR PERMIT 04/I5/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com M ..,...83876 . . ..... . . . DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. E2.40 r, r.' r.{ n Jordan & Skala Engineers, Inc. C3Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALlAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 17 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. ,111011A;7s_l0' COPYRIGHT c@2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BYANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM 013RIEN BUILDING TYPE 1 - FIRST FLOOR SCALE: 1 /8" = 1'-0" PHUIUCLLL & TIMECLOCK AREA LIGHTING AND SECURITY FIXTURE TYPE 'J', TYPICAL, UNO (ALL BUILDINGS) SCALE: 1 /8" = 1'-0" G)------ Q I 3 BUILDING TYPE 1 - THIRD FLOOR SCALE: 1/8" = 1'-0" r] Jordan & Skala Engineers, Inc. [71 Project Number - 1030009 14240 MIDWAY RD., SURE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04/15/10 O 2 B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com MARK N. r IGSIE ................... 83876 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. E3.1 0 BUILDING PLAN COPYRIGHT CO2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BYANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN G'F>:>. ................................... ................. ..........................-......... ...........- ........................:: .. ��\�\� �. .� :: \I1 DPP. \ �`\ r` �� .\ �,. 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METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN - - BUILDING TYPE III - SECOND FLOOR SCALE: 1 /8" = V-0" BUILDING TYPE III - THIRD FLOOR SCALE: 1 /8" = V-0" Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 ISSUED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. E3.31 BUILDING PLAN COPYRIGHT )2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BYANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN `* I a 0 BUILDING TYPE IV - FIRST FLOOR SCALE: 1/8" = V-13" 2 BUILDING TYPE IV SECOND FLOOR I SCALE: 1/8" = V-0" Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY R1,, 1UrrE 150 DALLAS, IX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 I COPYRIGHT 0 2010 JORDAN & SKALA ENGINEERS, INC. Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE, STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC 0 1 B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. E3.40 BUILDING PLAN COPYRIGHTE)2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BYANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN F I IV VVLA— M TIME�L.LOCK BUILDING TYPE V FIRST FLOOR SCALE: 1/8" = V-0- BUILDING TYPE V - SECOND FLOOR SCALE: 1/8" = 1'-0" Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT 0 2010 JORDAN & SKALA ENGINEERS, INC. U I IC \Q k1.1 Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04115AO 0 1 B R I E N, 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. E3.50 BUILDING PLAN COPYRIGHTE)2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BYANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN e: GENERAL NOTES: . 1. ALL DOWNLIGHT (CAN LIGHT) FIXTURES SHALL BE TYPE 'CD', UNO. 2. ALL 2'X2' LAY -IN FLUORESCENT LIGHT FIXTURES SHALL BE TYPE 'CA', UNO. 4. ALL EXIT SIGNS SHALL BE TYPE 'CX', LINO. 5. ALL 4' STRIP FLUORESCENT FIXTURES SHALL BE TYPE 'CS', LINO. KEYED NOTES: PROVIDE GROUND BUS BAR 24* x 4" x 1/4" STANDARD Cu WITH PRE -DRILLED TERMINATION/LUG LANDING HOLES, ISOLATED STANDOFFS, ETC. LINE ALL WALLS IN THIS ROOM WITH 3/4N48' PLYWOOD BACKBOARDS; OSB BEHIND DRYWALL, TYPICAL. PROVIDE PENINSULA/ISLAND RECEPTACLE MAX. 12' BELOW TOP OF COUNTER, IF/WHERE COUNTER BACKSPLASH DOES NOT AFFORD HORIZONTAL MOUNTING OF RECEPTACLE. CONTRACTOR SHALL FURNISH AND INSTALL SWITCH AND SINGLE RECEPTACLE FOR DISPOSAL. FOR HANDICAP UNITS, DISPOSAL SHALL BE HARDWIRED AND SWITCH SHALL BE MOUNTED WITHIN CABINET BELOW. J-BOX FOR BILLIARD TABLE LIGHT FIXTURE. WE ^14 Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: . ...... ... .. ... ... ... .. ... ... ... .. ... ... .. ... ... ... ...... ... ... ...... ... ...... ... . .... ... ... .. ... ... ...... ... ... . ... ... ...... ... ... ...... ... ...... ... ... .. .. ...... ... ... ...... ... ... ...... ... ...... ... ... ...... ... ...... ... ... ...... ... ...... ... ... .. ... ... ...... ... ... ...... ... ... .. ... ... .. ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CADDIS DEVELOPMENT PARTIAL I.T. 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I I I I SHEET NO. . . . . � � � 1 CLUBHOUSE PLAN - SECOND FLOOR E3.61 . SCALE: 1 /4" = I '-O" n Jordan & Skala Engineers, Inc. I . . C3Project Number - 1030009 1 - 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 CLUBHOUSE PLAN 4ft%\1 ^- -" xi:llf Nill 1 7 i i ..", " " , , * * , � * , i � i i ii I - \1 : � i i H , .. . . .. . - - - . . . -� -----�-- ------- t", -I. : - : : : . : : . i ; . : : . ; I : : . i : I : : � : . : : ; , . � - .. . :-;_ : z : . � . � � z � z ,� * -1 -�- .A- I ...- .... � --- 7-=:'.�.=. i- . �`-u 1 12 1. , I - . - I - - - .. , ................ I I I I PHONE (469)385-1616 FAX (469)385-1615 ri Texas Firm Registration COPYRIGHT(D201 0 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY COPYRIGHT 0 201 0 JORDAN & SKALA ENGINEERS, INC. METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN I I I I I . 4 � WP FSR IT +42" +42SE ASE k 00 EH_A r-1J IT/FSR PLAN - TYPICAL SCALE: 1/4" = 1'-0" 2 CABANA PLAN SCALE: 1/4" = 1'-0" MAINTENANCE BUILDING PLAN SCALE: 1/4" = 1'-0" a Jordan & Skala Engineers, Inc. Project Number-1030009 [71 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)3B5-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT© 2010 JORDAN do SKALA ENGINEERS, INC. Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 I55LED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DAL LAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. E3.62 MAINTENANCE PLAN COPYRIGHT cQ2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN J PLUMBING FIXTURE SCHEDULE FIXTURE SELECTION IS BASED ON KOHLER MODELS UNLESS OTHERWISE NOTED, APPROVED EQUAL MANUFACTURERS AS FOLLOWS: FIXTURES: AMERICAN STANDARD, _ STERLING, DAYTON, ELKAY FAUCETS & TRIM: DELTA, ALSONS WC-1 WATER CLOSET: AMERICAN STANDARD - 2832.128, FLOOR MOUNT, TANK TYPE, COMBINATION FIXTURE, 1.28 GALLON FLUSH, VITREOUS CHINA, WHITE. SEAT - BEMIS PLASTIC, CLOSE FRONT WITH COVER, SELF-SUSTAINING HINGES, WHITE. 3/8" O.D. ANGLE STOP, WHEEL HANDLE, WALL FLANGE, CHROME PLATED. WC-2 WATER CLOSET - ADA: AMERICAN STANDARD - 2835.128, FLOOR MOUNT, TANK TYPE, COMBINATION FIXTURE, 1.28 GALLON FLUSH, VITREOUS CHINA, WHITE. SEAT - BEMIS PLASTIC, CLOSE FRONT WITH COVER, SELF-SUSTAINING HINGES, WHITE. 3/8" O.D. ANGLE STOP, WHEEL HANDLE, WALL FLANGE, CHROME PLATED. L-1,2 LAVATORY - COUNTER MOUNTED - ADA: AMERICAN STANDARD - 0419.444EC 21" X 17.5" O.D., 16.5" X 11" BOWL, VITREOUS CHINA, FRONT OVERFLOW, WHITE. FAUCET - DELTA 520-DST, SINGLE LEVER, WITH 0.5 GPM AERATOR, POP-UP DRAIN L-3 LAVATORY - COUNTER MOUNTED - ADA GRID DRAIN: AMERICAN STANDARD - 0419.444EC 21" X 17.5" O.D., 16.5" X 11" BOWL, VITREOUS CHINA, FRONT OVERFLOW, WHITE. FAUCET - DELTA 500-DST, SINGLE LEVER, WITH 0.5 GPM AERATOR L-4 LAVATORY - WALL HUNG - GRID DRAIN: AMERICAN STANDARD - 0355.012 VITREOUS CHINA, WALL HUNG LAVATORY WITH 4" BACK SPLASH AND FITTING DECK PUNCHED ON 4' CENTERS, 20" X 18". FAUCET - AMERICAN STANDARD 2385.404 SINGLE LEVER FAUCET WITH AERATOR AND GRID DRAIN. BT-1,2 BATHTUB/SHOWER - ADA: STERLING - 71140115 MODULAR 4 PIECE MODULAR DESIGN WITH SURROUNDS. FAUCET - DELTA T13420-H2O, TUB/SHOWER SYSTEM, SINGLE LEVER, 1.5 GPM FLOW. *ADA COMPLIANT WHEN INSTALLED PER THE AMERICANS WITH DISABILITIES ACT. KS-1 KITCHEN SINK - DOUBLE COMPARTMENT: DAYTON - DSE23322, 33" X 22" SELF -RIMMING STAINLESS STEEL. FAUCET - DELTA 21902LF, TWO LEVER FAUCET WITH HOSE AND SPRAY, WITH 1.0 GPM AERATOR, CRUMB CUP STRAINER, CHROME 1-1/2" P-TRAP AND SUPPLIES WITH STOPS. KS-2 KITCHEN SINK - DOUBLE COMPARTMENT - ADA: DAYTON - GE23321, 33" X 22" SELF -RIMMING STAINLESS STEEL. FAUCET - DELTA 21902LF, TWO LEVER FAUCET WITH HOSE AND SPRAY, WITH 1.0 GPM AERATOR, CRUMB CUP STRAINER, CHROME 1-1/2" P-TRAP AND SUPPLIES WITH STOPS. MS-1 MOP SINK - MOLDED STONE: FIAT #MSB-2424, 24" SQUARE x 10" HIGH, WITH AMERICAN STANDARD 8340.242 FAUCET, #832-AA-30 HOSE AND BRACKET, #889-CC-24" MOP HANGER, #E-77-AA VINYL BUMPERGUARD. EQUAL BY STERN-WILLIAMS. UR-1 URINAL - WALL HUNG - FLUSH VALVE - 1.OGPF TOP SPUD: AMERICAN STANDARD 6541.132 WATER SAVER WITH 3/4" TOP SPUD, SIPHON JET, PRIVACY SHIELDS. FLUSH VALVE - SLOAN ROYAL 180-1.0 SH-1 SHOWER - ADA: LASCO 1623-BFSTD ROLL -IN SHOWER. SYMMONS "ALLURA" #S-76-400- H321-V-1.5 gpm, WHOSE AND HOOK, W/O TUB SPOUT, W/GRAB BAR, COLLAPSIBLE WATER RETAINER, SOAP DISH, SATIN NICKEL FINISH SH-2 SHOWER - VALVE AND HEAD: ZURN Z7601-MT-SS PRESSURE BALANCED VALVE, CHECK -STOPS, SHOWER HEAD WITH 2.5 GPM MAXIMUM FLOW CONTROL. PROVIDE A 2" FD. IN SHOWER AREA. PLUMBING MATERIALS 1. COLD AND HOT WATER PIPING ABOVE GRADE SHALL BE TYPE L HARD DRAWN COPPER TUBING CONFORMING TO ASTM B-88 WITH SWEAT JOINTS AND CAST OR WROUGHT FITTINGS. ALL JOINTS SHALL BE MADE WITH LEAD FREE SOLDER, DOMESTIC COLD WATER SERVICE PIPING BELOW GRADE SHALL BE CEMENT LINED DUCTILE IRON PIPE WITH PUSH -ON JOINTS. DOMESTIC WATER BRANCH PIPING BELOW GRADE SHALL BE PROTECTED WITH SLEEVES AT ALL PENETRATIONS THROUGH CONCRETE. 2. SANITARY WASTE & VENT, AND STORM DRAIN PIPING ABOVE GROUND SHALL BE NO -HUB CAST-IRON WITH STAINLESS STEEL COUPLINGS, OR SCHEDULE 40 DWV PVC WITH SOLVENT JOINTS IF APPROVED BY LOCAL CODE OFFICIAL. PVC PIPING SHALL NOT BE LOCATED IN RETURN AIR PLENUM SPACES. 3. SANITARY WASTE & STORM DRAIN PIPING BELOW GROUND SHALL BE CAST-IRON WITH PUSH -ON JOINTS, OR SCHEDULE 40 DWV PVC WITH SOLVENT JOINTS. 4. ALL ABOVE GRADE HOT AND COLD DOMESTIC WATER, AND RECIRCULATION PIPING SHALL BE INSULATED EXCEPT AT HORIZONTAL CHASE BRANCH PIPING TO INDIVIDUAL PLUMBING FIXTURES AND ON VERTICAL RISERS WITHIN SEALED CHASES. ALL HOT WATER, HOT WATER RETURN PIPING ABOVE GRADE SHALL BE INSULATED WITH 1 INCH NOMINAL THICKNESS PIPE INSULATION WITH VAPOR BARRIER JACKET, ALL COLD WATER PIPING ABOVE GRADE SHALL BE INSULATED WITH 1/2 INCH THICKNESS INSULATION ON PIPING 2" AND SMALLER, 1" THICK INSULATION ON PIPING 2 1/2" AND LARGER. ALL HORIZONTAL STORM DRAIN PIPING AND ROOF DRAIN BODIES SHALL BE INSULATED. MATERIALS AS MANUFACTURED BY ARMSTRONG, CERTAINTEED, KNAUF OR EQUAL. PRODUCTS BY OWENS-CORNING ARE NOT ALLOWED. DRAINAGE PRODUCTS/SPECIALTIES UNLESS OTHERWISE INDICATED NUMBERS ARE JAY R. SMITH. APPROVED EQUAL PRODUCTS: ZURN, JOSAM, WADE, WATTS AND PRECISION PLUMBING PRODUCTS CO - EXPOSED CLEANOUT - UNFINISHED AREAS JAY R. SMITH FIG. 4420 CAST BRONZE COUNTERSUNK PLUG WITH SLOT TO RECEIVE 1/2" THICK -- STEEL BAR STOCK. WCO WALL CLEANOUT FINISHED AREAS JAY R. SMITH FIG. 4436 C.I. FERRULE FOR NO HUB OR SERVICE WEIGHT PIPE, NICKEL BRONZE ROUND FRAME AND COVER WITH SECURING SCREWS. FCO - CONCRETE FLOORS JAY R. SMITH FIG. 4220 C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG FOR EASY REMOVAL, ADJUSTABLE ROUND CAST IRON TOP WITH SECURING SCREW, SPEED[ -SET OUTLET CONNECTION. FCO - TILE FLOORS JAY R. SMITH FIG. 4151 C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG FOR EASY REMOVAL, ADJUSTABLE ROUND NICKEL BRONZE TOP RECESSED FOR TILE WITH SECURING SCREW, SPEEDI-SET OUTLET CONNECTION. FCO - CARPETED FLOORS JAY R. SMITH FIG. 4020-Y C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG, ADJUSTABLE ROUND NICKEL BRONZE TOP COMPLETE WITH STAINLESS STEEL CARPET MARKER WITH SECURING SCREW, SPEEDI-SET OUTLET CONNECTION. YCO - EXTERIOR PAVED/CONCRETE AREAS JAY R. SMITH FIG. 4261 C.I. FLANGED HOUSING WITH HEAVY DUTY C.I. COVER, LIFTING DEVICE, GASKET SEAL THREADED PLUG, V.P. SCREWS IN COVER. YCO - EXTERIOR UNSURFACED AREAS JAY R. SMITH FIG. 4261 C.I. FLANGED HOUSING WITH HEAVY DUTY C.I. COVER, LIFTING DEVICE, GASKET SEAL THREADED PLUG, V.P. SCREWS IN COVER. PROVIDE 24" x 12" CONCRETE PAD FLUSH WITH SURFACE. FD-G - FLOOR DRAINS-GENERAL/RESTROOMS JAY R. SMITH FIG. 2005-B6 SERIES C.I. FLOOR DRAIN WITH 6" DIAMETER SQUARE NICKEL BRONZE STRAINER, SPEEDI-SET OUTLET CONNECTION AND TRAP PRIMER CONNECTION. FD-M -FLOOR DRAINS -GENERAL PURPOSE/MECHANICAL ROOM JAY R. SMITH FIG. 3715 SERIES CAST IRON 12" DIAMETER DRAIN WITH SEDIMENT BUCKET, CAST IRON GRATE, SPEEDI-SET OUTLET CONNECTION. ES - FLOOR SINK JAY R. SMITH FIG. 3430 SERIES, CAST IRON WITH ACID RESISTANT COATING, 12" SQUARE x 8" DEEP, ALUMINUM DOME BOTTOM STRAINER, NICKEL BRONZE HALF OR THREE QUARTER GRATE AS REQUIRED BY THE EQUIPMENT SERVED. LAVATORY - WALL HUNG SUPPORT JAY R. SMITH #700 FOR MASONRY WALLS AND #700-M31 FOR METAL STUD WALLS. ELECTRIC WATER COOLER CARRIER - WALL HUNG JAY R. SMITH FIG. 830 SUPPORT WITH UPRIGHTS OF HIGH STRENGTH STEEL WITH WELDED BASES BOLTED TO FLOOR. FOR STEEL STUD WALLS, USE M31 RECTANGULAR UPRIGHTS. TP-A - AUTOMATIC TRAP PRIMER PPP PRIME -RITE SERIES AUTOMATIC TRAP PRIMER WITH MULTIPLE OUTLET DISTRIBUTION UNITS AS REQUIRED. L - TRAP PRIMER JAY R. SMITH FIG. 2698 WATER SAVER TRAP PRIMER WITH 1-1/4" INLET AND OUTLET, 17 GAUGE SATIN CHROME -PLATED P-TRAP. WATER HAMMER ARRESTORS P.P.P. SYSTEM RATED PLUS SERIES COPPER WATER HAMMER ARRESTORS. INSTALL IN AN UPRIGHT POSITION AT ALL FLUSH VALVES, WASHING MACHINE SUPPLIES, DISHWASHERS, PRV STATIONS, AND OTHER QUICK CLOSING VALVES, SOLENOIDS AND PLUMBING FIXTURES. LOCATE AND SIZE AS INDICATED ON DRAWINGS. WHERE NOT SHOWN ON DRAWINGS, LOCATE AND SIZE IN ACCORDANCE WITH PDI STANDARD WH-201. NFHB - HOSEBIBB-EXTERIOR JAY R. SMITH FIG. 5609-QT NON FREEZE 3/4" CAST BRONZE EXPOSED HYDRANT INTEGRAL VACUUM BREAKER, NICKEL BRONZE FACE, AND SIZED IN ACCORDANCE WITH WALL THICKNESS. DOWNSPOUT NOZZLE JAY R. SMITH FIG. 1770, WALL MOUNTED CAST BRONZE BODY AND FLANGE, NICKEL BRONZE FINISH. WM-1 - WASHING MACHINE UTILITY CONNECTION SIOUX CHIEF MODEL #696-2313 UTILITY CONNECTION WITH 1/2" ANGLE VALVES, WATER HAMMER ARRESTORS AND 2" WASTE. (PROVIDE #696R2313 IN ALL FIRE RATED WALLS) IM-1 - ICE MAKER SUPPLY SIOUX CHIEF MODEL #696-1010 SUPPLY WITH 1/2" INLET, 1/4" OUTLET VALVE AND WATER HAMMER ARRESTOR. (PROVIDE #696R1010 IN ALL FIRE RATED WALLS) PLUMBING NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALL PLUMBING FIXTURES. 2. ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2009 INTERNATIONAL PLUMBING CODE WITH LOCAL AMENDMENTS AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. 3. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED FROM THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR BE SUPPORTED FROM CEILING TILES. 4., WATER PIPING ROUTED ABOVE CEILING AND IN EXTERIOR WALLS SHALL BE ROUTED ON HEATED SIDE (UNDERSIDE) OF CEILING INSULATION AND HEATED SIDE (INSIDE) OF WALL INSULATION. 5. SANITARY AND DRAINAGE PIPING 2" AND SMALLER SHALL BE SLOPED AT 1 /4" PER FOOT MINIMUM, PIPING 3" AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT MINIMUM. 6. TOPS OF ALL FLOOR DRAINS AND CLEANOUTS SHALL BE SET FLUSH WITH FINISHED FLOOR. 7. TRAP PRIMERS ARE TO BE PROVIDED ON ALL FLOOR DRAINS AND HUB DRAINS. TP-L LAVATORY WASTE TRAP PRIMERS ARE TO BE PROVIDED ON DRAINS IN PUBLIC RESTROOMS, GUEST ROOMS, AND OTHER AREAS WITH DRAINS ADJACENT TO LAVATORIES. TP-A AUTOMATIC TRAP PRIMERS ARE TO BE PROVIDED IN ALL OTHER REQUIRED LOCATIONS. 8. PLUMBING AND FIRE PROTECTION PIPING IS NOT TO BE INSTALLED IN ELECTRICAL ROOMS, CLOSETS, TELEPHONE ROOMS, OR ELEVATOR EQUIPMENT ROOMS EXCEPT PIPING SERVING THAT SPECIFIC ROOM. 9. LOCATE ALL SECTIONAL OR MAIN CONTROL VALVES WITHIN 1'-O" FROM ACCESS PANELS, CEILING TILES, OR OTHER POINT OF ACCESS. 10. ALL COLD WATER, HOT WATER AND DRAIN PIPING AT HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD MODELS 102 AND 105 INSULATION KITS. 11. PROVIDE SHOCK ABSORBERS SIZED PER PDI SPECIFICATIONS ON ALL DOMESTIC WATER LINES SERVING FLUSH VALVE FIXTURES, WASHING MACHINES SUPPLIES, PRV STATIONS AND OTHER INSTALLATIONS WITH QUICK CLOSING VALVES. 12. PROVIDE A BASE CLEANOUT AT THE LOWEST LEVEL OF ALL SANITARY AND WASTE STACKS. BASE CLEANOUTS ON SOVENT STACKS SHALL BE LOCATED CONCEALED BEHIND THE WATER CLOSET TANK. ALL SHOWER HEAD ARMS AND VALVES SHALL BE PROVIDED WITH ADDITIONAL BLOCKING AS REQUIRED AND RIGIDLY SECURED TO ADJACENT STRUCTURE. 13. ALL SHOWER HEADS SHALL BE INSTALLED WITH THE CENTER POINT OF THE SHOWER HEAD FACE LOCATED 6'-3" MINIMUM ABOVE THE TUB/SHOWER FINISHED SURFACE AND 7'0" ABOVE FINISHED FLOOR AT THE WALL PENETRATION. 14. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTORS AT ALL DOMESTIC WATER CONNECTIONS TO MECHANICAL EQUIPMENT, POOL AND IRRIGATION CONNECTIONS, LAUNDRY, AND VENDING EQUIPMENT CONNECTIONS AS REQUIRED BY LOCAL CODE AND AUTHORITIES. BACKFLOW PREVENTORS ARE TO BE LOCATED WITH A MINIMUM OF 1'-0" CLEARANCE AT THE LOWEST POINT AND AT NO MORE THAN 5'-0" .ABOVE FLOOR AT THE HIGHEST POINT OF THE DEVICE. 15. PROVIDE MANUFACTURED EXPANSION DEVICE OR FABRICATED EXPANSION LOOP ON ALL PIPING SYSTEMS CROSSING BUILDING EXPANSION JOINTS. 16. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND THE ELECTRICAL CONTRACTOR, AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. 17. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. 18. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. 19. ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE RATED ASSEMBLIES SHALL BE FIRE STOPPED AS REQUIRED TO RESTORE ASSEMBLY TO ORIGINAL INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE AS MANUFACTURED BY 3M COMPANY, CP25 CAULK, CS195 COMPOSITE PANEL, FS195 WRAP/SRINK, TREMCO, HILTI, METACAULK, NELSON, OR PSS 7900 SERIES SYSTEMS AS RECOMMENDED BY MANUFACTURER FOR PARTICULAR APPLICATIONS, OR EQUIVALENT SYSTEM AS APPROVED BY LOCAL CODE OFFICIALS. ALSO, REFER TO DIVISION 7 - THERMAL AND MOISTURE PROTECTION. 20. PROVIDE AN INLINE FILTER ON THE DOMESTIC WATER SUPPLY TO ALL ICE MACHINES, FILTRINE MODEL 4TM OR ENGINEER APPROVED EQUAL. 21. ALL VENT THRU ROOF PENETRATIONS SHALL BE ROUTED TO TERMINATE AT THE LEAST VISIBLE LOCATION FROM THE ENTRY VIEW. 22. ALL SANITARY SEWER RISERS SHALL BE ROUTED IN 6" MINIMUM THICKNESS WALLS. FIRE PROTECTION NOTES 1. ALL SPRINKLERS IN SPACES VISIBLE TO PUBLIC VIEW SHALL BE LOCATED SYMMETRICALLY IN RELATION TO CEILING DESIGN ELEMENTS, LIGHTING FIXTURES, SPEAKERS, DIFFUSERS, ETC. ALL CEILING COMPONENTS ARE TO BE INDICATED ON THE SUBMITTAL DRAWINGS AS NOTED PREVIOUSLY TO INSURE COORDINATION WITH ALL CEILING ELEMENTS AND DEVICES. PIPING TO SPRINKLERS IN THESE AREAS IS TO BE PROVIDED WITH RETURN BENDS IF REQUIRED TO ALLOW FOR EXACT PLACEMENT. 2. SPRINKLER HEADS INSTALLED IN LAY IN ACOUSTICAL TILE CEILINGS SHALL BE CENTERED IN THE CEILING TILES OR INSTALLED ON QUARTER POINTS OF THE FOUR FOOT DIMENSIONS OF 2' X 4' TILES. 3. ALL FIRE PROTECTION WORK SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF NFPA STANDARDS AND SHALL MEET THE APPROVAL OF THE OWNERS INSURANCE UNDERWRITER, AND LOCAL AUTHORITIES HAVING JURISDICTION. 4. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING, PURCHASING, OR FABRICATION ANY FIRE PROTECTION EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE: SPRINKLER DRAWINGS AND CALCULATIONS BEARING THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER OR EQUIVALENT CONTRACTORS FIRE SPRINKLER CERTIFICATE SEAL AND APPROVAL STAMP OF LOCAL CODE AUTHORITY; SPRINKLER PIPING; SPRINKLER HEADS; HOSE RACKS, HYDRANTS AND VALVES; PUMPS, CONTROLLERS AND ACCESSORIES; TANKS AND ACCESSORIES. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE OWNERS INSURANCE UNDERWRITER PRIOR TO BEING SUBMITTED TO THE ARCHITECT. 5. CONTRACTOR SHALL COORDINATE THE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL FIRE PROTECTION EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. 6. ALL FIRE PROTECTION EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. 7. ALL PIPING ABOVE GRADE SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. PIPING HUNG FROM JOISTS SHALL BE HUNG FROM THE TOP CHORDS OF THE JOISTS. 8. ALL SPRINKLER SYSTEMS SHALL BE DESIGNED TO THE AVAILABLE CITY WATER SUPPLY. CONTRACTOR SHALL HAVE CURRENT FLOW TEST PERFORMED PRIOR TO DESIGN. 9. ALL SPRINKLER SYSTEM RISERS SHALL INCLUDE AN ALARM CHECK VALVE, WATER MOTOR GONG, FLOW SWITCH, ETC. 10. HYDRAULIC CALCULATIONS SHALL INCLUDE AN ALLOWANCE FOR INSIDE AND OUTSIDE HOSE STREAMS. 11. FIRE PROTECTION SUBCONTRACTOR SHALL FURNISH AND INSTALL 2A RATED 10 LB. FIRE EXTINGUISHERS FOR EVERY 3000 SO. FT. OF FLOOR AREA. EXTINGUISHERS SHALL BE LOCATED TO MINIMIZE TRAVEL DISTANCE TO 75 FEET. 12. ALL MAJOR VALVES SHALL HAVE U.L. LISTED SUPERVISORY SWITCHES COMPATIBLE WITH THE OWNERS CENTRAL ALARM SYSTEM. WIRING OF THE SWITCHES SHALL BE BY OTHERS. 13. GROOVED (VICTAULIC) COUPLINGS SHALL NOT BE USED OVER OR NEAR ELECTRICAL SWITCHGEAR, PANELS, TRANSFORMERS, ETC. 14. ALL SPRINKLER PIPING SHALL BE ROUTED TO MAINTAIN MINIMUM CLEAR HEIGHTS INDICATED ON ARCHITECTURAL DRAWINGS. 15. ALL DRY PIPE SPRINKLER SYSTEMS SHALL BE COMPLETE WITH OS&Y GATE VALVES AND DRY PIPE VALVES, AIR COMPRESSORS, WATER MOTOR GONGS, ACCESSORIES AND PRESSURE SWITCHES COMPATIBLE WITH THE OWNERS CENTRAL ALARM SYSTEM. WIRING OF THE SWITCHES WILL BE BY OTHERS. 16. ALL PIPING ON THE SYSTEM SIDES OF DRY PIPE OR PREACTION VALVES SHALL BE GALVANIZED CLASS 150 AND 300 MALLEABLE IRON THREADED FITTINGS, ANSI B16.1. PLUMBING LEGEND SYMBOL ABBREVIATION DESCRIPTION A/C ABOVE CEILING AD AREA DRAIN A/F ABOVE FLOOR AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE A/P ACCESS PANEL B/C BELOW COUNTER B/F BELOW FLOOR B/G BELOW GRADE -CD- CD CONDENSATE DRAIN --�}- CV CHECK VALVE - - - CW COLD WATER PIPING G DN PIPING TURNING DOWN -EiEi_ DCO DOUBLE/TWO WAY CLEANOUT -ERL- ERL EMERGENCY RAIN LEADER �- FCO FLOOR CLEANOUT FD FLOOR DRAIN FS FLOOR SINK -GW- GW GREASE WASTE PIPING GV/BV GATE/BALL VALVE -�, HB NFHB HOSE BIBB/NON-FREEZE HOSE BIBB H.C. HANDICAPPED HD HUB DRAIN - -- - HW HOT WATER PIPING ----- HWR HOT WATER RETURN PIPING O/H OVER HEAD -PD- PD PUMPED DISCHARGE oc- --- P-TRAP PRV PRESSURE REDUCING VALVE SS SS SOIL, WASTE PIPING (ABOVE GROUND) -ASS-- SS SOIL, WASTE PIPING (BELOW GROUND) -@ SA SHOCK ABSORBER -ST - ST STORM DRAINAGE PIPING TP TRAP PRIMER �- --- UNION 0- UP PIPING TURNING UP -------- V VENT PIPING VTR VENT THRU ROOF WCO WALL CLEANOUT WH/NFWH WALL HYDRANT/NON-FREEZE WALL HYDRANT �- YCO YARD CLEANOUT NOTE: NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED. WATER HEATER SCHEDULE SYMBOL MANUFACTURER\ STORAGE GPH ELECTRICAL CRITERIA NOTES MODEL NO. CAPACITY REC. 0 90'F OUTLET KW GALLONS RISE TEMPERATURE INPUT EWH-1 A.O. SMITH ECL-50 LOWBOY 50 27 120'F 6.0 1-7 EWH-2 A.O. SMITH ECT-80 80 27 120'F 6.0 1-6 & 8 EWH-3 A.O. SMITH DEL-40 40 27 120'F 6.0 1-6 & 9 EWH-4 A.O. SMITH DEL-20 20 11 120'F 2.5 1-6 & 10 EWH-5 CHRONOMITE -- 1OfF 4.8 11 M-20L APPROVED ALTERNATE MANUFACTURER: STATE, BRADFORD WHITE, LOCHINVAR NOTES: 1. PROVIDE EXPANSION TANK SIZED PER THE WATER HEATER MANUFACTURER'S RECOMMENDATION. 2. T&P RELIEF VALVE. 3. BALL VALVES WITH UNIONS AND DIELECTRIC FITTINGS ON WATER INLET AND OUTLET CONNECTIONS. 4. ALL HEATERS AND INSTALLATION SHALL MEET 20OX INTERNATIONAL ENERGY CONSERVATION CODE CRITERIA. 5. LOCATE WATER HEATERS AS INDICATED ON PLANS. 6. ROUTE DRAIN PAN AND T&P RELIEF DRAINS AS INDICATED ON DETAILS AND PLANS. 7. LOCATED IN 1 & 2 BEDROOM APARTMENTS. 8. LOCATED IN 3,4, & 5 BEDROOM APARTMENTS. 9. LOCATED AT CLUBHOUSE. 10. LOCATED AT MAINTENANCE BUILDING. 11. LOCATED AT CABANA. 71 Jordan & Skala Engineers, Inc. C3Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)3B5-1615 171 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. M Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 05/15/10 155UED FOR PERMIT 04/15/10 O' B R I, E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. PO, 10 SCHEDULES, NOTES, & LEGEND COPYRIGHT c02010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN f f �\ 4 HOT WATER SUPPLY v �TO APARTMENT CPVC CTS OR COLD WATER SUPPLY ` ` � \ TYPE L COPPER �: .z THERMAL EXPANSION TANK, TO APARTMENT .t 1.< _. r, ' N CPVC CTS OR 2 GALLON, AMTROL OR EQUAL. �r-yoTYPE L COPPER � �.: ` _ �:>: ' � VACUUM RELIEF VALVE BALL VALVE TYP I COLD WATER SUPPLY 1 1� Campus (TYP) FROM MAIN. (CPVC IPS OR l� , DIELECTRIC UNION (TYP) I TYPE L COPPER). Village HOT WATER SUPPLY HEAT TRAP FITTING (TYP) �TO APARTMENT Communities CPVC CTS OR COLD WATER SUPPLY / WALL PENETRATION WITH TYPE L COPPER TO APARTMENT ESCUTCHEON (TYP) CAMPUS THERMAL EXPANSION TANK, / CPVC CTS OR v SUB -METER PROVIDED BY VILLAGE 2 GALLON, IEF VAL OR EQUAL. TYPE L COPPER GENERAL CONTRACTOR AND INSTALLED BY AT . VACUUM RELIEF VALVE U PLUMBING CONTRACTOR. BALL VALVE (TYP) COLD WATER SUPPLY ASME T & P RELIEF VALVE 3/4"T & P RELIEF DRAIN DIELECTRIC UNION TYP FROM MAIN. (CPVC IPS OR (CPVC) COLLEGE (TYP) I TYPE L COPPER). 7 WALL PENETRATION WITH POLISHED HEAT TRAP FITTING (TYP) CHROME ESCUTCHEON (TYP FOR ALL STATIONWALL PENETRATION WITHWALL AND CEILING PENETRATIONS) � ESCUTCHEON (TYP) DRAIN FROM DRAIN PAN COLLEGE STATION, (� SUB -METER PROVIDED BY (WASHER ABOVE DRYER) v GENERAL CONTRACTOR AND INSTALLED BY COPPER FROM T&P ER) ��/ /p� PLUMBING CONTRACTOR. (WASHER ABOVE DRYER) TEXAS ASME T & P RELIEF VALVE 3/4"T & P RELIEF DRAIN A DEVELOPMENT BY: (CPVC) 2" INLFf—VENT PIPE UP WALL PENETRATION WITH POLISHED FROM WASHER SEE PLANS FOR SIZE CADDIS DEVELOPMENT CHROME ESCUTCHEON (TYP FOR ALL GROUP, LLC WALL AND CEILING PENETRATIONS) HW & CW SHUT-OFF ISSUE L O G 3/4" 0 CADMIUM -PLATED ALL CW SHUT-OFF SAFETY PAN THREAD ROD WITH LOCK WASHERS SAFETY PAN NO. DESCRIPTION DATE 1-1/2" HIGH MIN. AND DOUBLE NUTS (TYP 4) 1-1/2" HIGH MIN. OATEY "THE ELIMINATOR" 3/4" PAN DRAIN 3/4" PAN DRAIN WASHER BOX " OATEY "THE ELIMINATOR" 50% REVIEW 5ET 03/15/10 48 WASHER BOX DRAIN VALVE DRAIN VALVE 1/2" PIPE OR COPPER MAXIMUM 155UED FOR PERMIT 04/15/10 1"DRAIN (CPVC) TO TUBING 1/2" PIPE OR COPPER 1-DRAIN (CPVC) TO HUB DRAIN TUBING SECOND INLET ON WASHING MACHINE BOX (WASHER IN SAME UNIT AS WATER HEATER). WASTE PIPE DOWN SOLDER SEAMS WATER -TIGHT SOLDER SEAMS WATER -TIGHT 2" x 2" x 1/4" GALVANIZED FLOOR SEE ARCHITECTURAL PLANS SEE PLANS FOR SIZE ANGLE IRON FRAME. ANCHOR RAIN AND TRAP FRAME TO WALL TO PREVENT WALL NOTE: FOR FLOOR CONSTRUCTION TYPE FLOOR SEE ARCHITECTURAL PLANS HORIZONTAL MOVEMENT. WATER HEATER SUSPENDED ABOVE DRYER AS FOR FLOOR CONSTRUCTION TYPE HIGH AS POSSIBLE. ACCESS SHALL BE PROVIDED FOR MAINTENANCE AND REPLACEMENT OF HEATER. _.. ELECTRIC WATER HEATER ELECTRIC WATER HEATER ABOVE DRYER FLOOR MOUNTED WASHER BOX ICE MAKER BOX NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ELEVATOR PIT _- __- SEAL TIGHT AT - -- - oNCRETE SLAB LEAVE OPEN FOR BREEZEWAY WALL ----------- -- ------ ---- -- ............................... LEAD NG ,: -- -- ... DOWN INTO HIVENTUPIPED INSULATION COMMUNICATION :..:...:....:.:.....:: ..... —�.. i....... PUMP DISCHARGE I HEAT TO WET PIPE SEE PLANS FOR SIZE VENT STACK CHECK VALVE THRU ROOF 2", 6" , UNTO...--------------------------------------- ------------ ...................... ............................................................................................... ............ FLASHING AND WET PIPE................COUNTER FLASHING REDUCER8" G _ \ SUPPLY HOT WATER OUTLET COPPER TUBBING SLEEVE ROOF CONSTRUCTION 3/ COPPER TUBBING 3/8D CO _.._. _.__ CO WATER G `. : I RED, CAULK AIRTIGHT —� WAY PVC TUBE:.:................:..::......:.:..........::..:..:...ti°:._:............................. ............................... .........' ANGLE�STOP VALVE INCREASER WHEN REQUIRED :...<::. TRUSS °. INSTANT FLOW HEATER 1/2" STOP VALVE Q HEATED AREA BREEZEWAY — HEATED AREA FLOAT SWITCH 0 HOT VENT LINES—► NON HEATED AREA VENT sTAc PUMP DISCHARGE PIPE ..... ............. ..................... ...............---- 0 COL �J-BOX D Ll ° NOTES: SUMP PUMP o 0 1. SIZE OF OPENING IN ROOF DECK TO BE - - - 'BOTTOM OF PIT AS SMALL AS POSSIBLE COORDINATE _. WITH STRUCTURAL DRAWINGS. 2. FOR ROOF CONSTRUCTION TYPE . REFER TO ARCHITECTURAL DRAWINGS. WET PIPE INSULATION BREEZEWAY CROSSING ELEVATOR SUMP PUMP INSTANTANEOUS WATER HEATER VENT STACK NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE MOTOR GONG ALARM - ON OUTSIDE WALL TO SPRINKLERS i' CLEANOUT FERRULE " & BRONZE SCREW FINISHED GRADE 4 PLUG SET FLUSH IN ADJACENT SURFACE ( ALARM CHECK VALVE III-III-1 � =III-11 ��_ 4" TO FIRE DEPARTMENT PVC 4" THICK CONNECTION PRESSURE GAUGE (TYPICAL) CONCRETE COLLAR O B R I E N 2" ANGLE GATE VALVE PRESSURE SWITCH TO FIRE RISER " RETARD CHAMBER 2 SIGHT GLASS SIZE AS NOTED 5310 HARVEST HILL RD. 1 1/4" DRAIN 1 1/2" DRAIN ON PLANS � FLOW PRESSURE GAUGE TTPICAL DALLAS TEXAS 75230 ( ) � TYPICAL CLEANOUT SEE DRAWINGS FOR LOCATION 972. 788. 1010 �� �,�� (,,) AND SIZE W YARD CLEANOUT www.obrienarch.com C Y 1 1/4" CHECK VALVE _ SCALE: NOT TO SCALE � f 3/4" NFWH ON OUTSIDE WALL a I A - WITH SHUT OFF VALVE g LJ > 3" DRAIN EXTEND THRU WALL FROM FIRE RISER THREADED � �- CLEANOUT PLUG F", UNION (TYPICAL) DCV BACKFLOW PREVENTER L (PROVIDE CHROME FINISHED FLOOR ACCESS COVER STRAINER(TYPICAL)...............................,..,,.............................. ,,.....................WHERE APPROPRIATE) :..... II ' 4 - :. CLEANOUT TE. _.__.._. _._._ �.......... _...... E LE DIELECTRIC FLANGE SET FINISHED GRADE dt16RONZEO SCREWU 3/4 HB FINISHED FLOOR THRUST BLOCK _ PLUG SET FLUSH IN _- - FIRE SERVICE MAIN =� _ __ w/ ROD AND CLAMPS ADJACENT SURFACE __-_---__� _ _ - SEE PLANS FOR SIZE� :. ALL " DOMESTIC WATER SERVICE B/G FINISHED W SURFACE 4�� 4" THICK W/ ROD AND CLAMPS CONCRETE COLLAR SEE PLANS FOR SIZE PVC ` NO HUB WITH DATE: JOB: SCALE: \, THRUST BLOCK ACCESS COVER SIZE AS NOTED 04.15.10 29093 ON PLANS SHEET NO. WATER SERVICE ENTRANCE FIRE SERVICE ENTRANCE WALL CLEANOUT TWO WAY CLEANOUT SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE - PO.20 Jordan & Skala Engineers, Inc. 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"I g , 1� 11 111"Ll, . k110\\),,1L, , ;I Jordan & Skala Engineers, Inc. [73 Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 71 Texas Firm Registration # F-4990----] COPYRIGHT 0 201 0 JORDAN & SKALA ENGINEERS, INC, .q.- " z . .: .D.�,�*�,"'�.,,���fl.."":�".,,��,,',,'*�",�:,���-.,,,�'k.��"'�--.i,��\,,.,:--rG�,,'.-��..�,,,.-- 1-J.11' I Campus Village Communities CAMPUS VILLAGE AT STATION COLLEGE STATION, TEXAS A DEVELOPME . 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P1.00 SITE PLAN COPYRIGHT Q2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O*BRIEN . 4 UNIT B- H C PLAN SCALE: 1 /4" = 1'-0" 2 UNIT A - HC PLAN SCALE: 1 /4" = V-0" 1 / r\/ A I /lTr(" _ 01 3" SANITARY WASTE RISER. 02 3" SANITARY VENT RISER. 3Q 3". SANITARY WASTE/VENT RISER PER IPC SECTION 910. ® DOMESTIC WATER RISER. REFER TO RISER DIAGRAM FOR SIZES. 1" CW SERVING UNIT. 05 50 GALLON WATER HEATER EWH-1 WITH 1" DOMESTIC WATER SHUT-OFF VALVE AND SUB -WATER METER BEFORE HEATER CONNECTION. REF: DETAIL & SCHEDULE. © 1/2" DOMESTIC WATER TO ICE MAKER VALVE BOX. Q7 1/2" H & CW TO BELOW COUNTER. PROVIDE 1/2"X3/8"X3/8" THREE WAY STOP ON HOT WATER SUPPLY. 3/8" H & CW TO SINK, 3/8" HW TO DISHWASHER. ® 1/2" H & CW A/C & DOWN IN WALL TO BATHTUB/SHOWER. 09 1/2" CW A/C & DOWN IN WALL TO WATER CLOSET. 10 1/2" H & CW A/C & DOWN IN WALL TO LAVATORY. 11 DISPOSAL BELOW SINK WITH DISHWASHER WASTE CONNECTION. CONNECT DRAIN THRU AIR GAP TO DISPOSAL. DISPOSAL BY G.C. AND INSTALLED BY PLUMBING CONTRACTOR. 0 WASHING MACHINE CONNECTION BOX 2- WASTE, 1/2" HW & CW. 13 80 GALLON WATER HEATER EWH-2 WITH 1' DOMESTIC WATER SHUT—OFF VALVE AND SUB —METER BEFORE HEATER CONNECTION. REF: DETAIL & SCHEDULE. 14 2" SANITARY WASTE DN., 2" SANITARY VENT UP. 3 UNIT B PLAN SCALE: 1 /4" = V-0" &NIT UA PLAN CALE: 1/4" = 1'-0" a Jordan & Skala Engineers, Inc. rlProject Number - 1030009 14240 MIDWAY RD., SURE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 C1 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. M11i Campus JIL1 Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P2,00 UNIT PLAN COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN 4 UNIT F PLAN SCALE: 1 /4" = 1'-0" 2 UNIT D PLAN SCALE: 1 /4" = 1'-0" KEY NOTES: 01 3" SANITARY WASTE RISER. 02 3" SANITARY VENT RISER. 03 3" SANITARY WASTE/VENT RISER PER IPC SECTION 910. ® DOMESTIC WATER RISER. REFER TO RISER DIAGRAM FOR SIZES. 1" CW SERVING UNIT. Q5 80 GALLON WATER HEATER (EWH-2) WITH 1" DOMESTIC WATER SHUT-OFF VALVE AND SUB -METER BEFORE HEATER CONNECTION. REF: DETAIL & SCHEDULE. © 1/2" DOMESTIC WATER TO ICE MAKER VALVE BOX. Q7 1/2" H & CW A/C & DOWN IN WALL TO SINK & DW. ® 1/2" H & CW A/C & DOWN IN WALL TO BATHTUB/SHOWER. 09 1/2" CW A/C & DOWN IN WALL TO WATER CLOSET. 10 1/2" H & CW A/C & DOWN IN WALL TO LAVATORY. 11 DISPOSAL BELOW SINK WITH DISHWASHER WASTE CONNECTION. CONNECT DRAIN THRU AIR GAP TO DISPOSAL. DISPOSAL BY G.C. AND INSTALLED BY PLUMBING CONTRACTOR. 1© WASHING MACHINE CONNECTION BOX 2" WASTE, 1/2" HW & CW. 13 1/2" H & CW TO BELOW COUNTER. PROVIDE 1/2"X3/8"X3/8" THREE WAY STOP ON HOT WATER SUPPLY. 3/8" H & CW TO SINK, 3/8" HOT WATER TO DISHWASHER. 14 2' SANITARY VENT RISER. 2" SANITARY WASTE RISER. 80 GALLON WATER HEATER (UH-Z WITH 1-1/4" DOMESTIC WATER SHUT-OFF VALVE AND SUB -WATER METER BEFORE HEATER CONNECTION. REF: DETAIL & SCHEDULE. DOMESTIC WATER RISER. REFER TO RISER DIAGRAM FOR SIZES. 1-1/4" CW SERVING UNIT. IM-1 3 UNIT E PLAN SCALE: 1/4" = 1'-0" UNIT C PLAN SCALE:.1 /4" = 1'-0" n Jordan & Skala Engineers, Inc. [7Project Number - 1030009 [71 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P2,1 0 UNIT PLAN COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN , 1 I-J 4 { I 2 :. i 2.: WC_1 _._..._......_... KIT BT- 1 BATH I ..........................._------------ -------- .........,• \ -.�`�` `•y .- .............. .. ..... ._...._... 3/4" ` ` t...:t... .... ... ............ ....... .....,. „ t I JW 4 UNIT I PLAN SCALE: 1 /4" = 1'-0" 3/4 BT-1 I I................ BATH 2 BEDROOM I j IM-1 :., LIVING ROOM 2 UNIT G PLAN SCALE: 1/4" = 1'-0" EWH-1 KEY NOTES: Q1 3" SANITARY WASTE RISER. 02 3" SANITARY VENT RISER. 03 3" SANITARY WASTE/VENT RISER PER IPC SECTION 910. ® DOMESTIC WATER RISER. REFER TO RISER DIAGRAM FOR SIZES. 1" CW SERVING UNIT. 05 50 GALLON WATER HEATER (EWH-1 WITH 1" DOMESTIC WATER SHUT-OFF VALVE AND SUB -METER BEFORE HEATER CONNECTION. REF: DETAIL & SCHEDULE. © 1/2" DOMESTIC WATER TO ICE MAKER VALVE BOX. 70 1/2" H & CW TO BELOW COUNTER. PROVIDE 1/2"X3/8"X3/8" THREE WAY STOP ON HW SUPPLY. 3/8" H & CW TO SINK, 3/8" HW TO DISHWASHER. ® 1 /2" H & CW A/C & DOWN IN WALL TO BATHTUB/SHOWER. ® 1 /2" CW A/C & DOWN IN WALL TO WATER CLOSET. 10 1/2" H & CW A/C & DOWN IN WALL TO LAVATORY. 11 DISPOSAL BELOW SINK WITH DISHWASHER WASTE CONNECTION. CONNECT DRAIN THRU AIR GAP TO DISPOSAL. DISPOSAL BY G.C. AND INSTALLED BY PLUMBING CONTRACTOR. 1© WASHING MACHINE CONNECTION BOX 2" WASTE, 1/2" HW & CW. 13 80 GALLON WATER HEATER (EWH-2) WITH 1" DOMESTIC WATER SHUT-OFF VALVE AND SUB -WATER METER BEFORE HEATER CONNECTION. REF: DETAIL & SCHEDULE. 14 2" SANITARY WASTE, 2" SANITARY VENT. 15 80 GALLON WATER HEATER (EWH-2) WITH 1-1/4" DOMESTIC WATER SHUT-OFF VALVE AND SUB -METER BEFORE HEATER CONNECTION. REF: DETAIL & SCHEDULE. 16 DOMESTIC WATER RISER. REFER TO RISER DIAGRAM FOR SIZES. 1-1/4" CW SERVING UNIT. 3 UNIT H PLAN SCALE: 1 /4" = 1'-0" UNIT F - HC PLAN SCALE: 1 /4" = 1'-0" a Jordan & Skala Engineers, Inc. C3Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 C1 Texas Firm Registration # F-4990 COPYRIGHT 0 2010 JORDAN do SKALA ENGINEERS, INC. � $ N\.�1`: 1.0 za 3 Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY, CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P2.20 UNIT PLAN COPYRIGHT cQ2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN 5 UNIT K - HC PLAN SCALE: 1/4" = 1'-0" UNIT J - 3RD FLOOR PLAN SCALE: 1/4" = 1'-0" KEY NOTES: Q1 3" SANITARY WASTE RISER. 02 3" SANITARY VENT RISER. 03 3" SANITARY WASTE/VENT RISER PER IPC SECTION 910. ® DOMESTIC WATER RISER. REFER TO RISER DIAGRAM FOR SIZES. 1" CW SERVING UNIT. Q 1"H&CWUP. © 1" H & CW FROM BELOW, 3/4" H & CW UP. 07 3/4" H & CW FROM BELOW. ® 50 GALLON WATER HEATER ( H-1) WITH 1" DOMESTIC WATER SHUT—OFF VALVE AND SUB —METER BEFORE HEATER CONNECTION. REF: DETAIL & SCHEDULE. 90 1/2" DOMESTIC WATER TO ICE MAKER VALVE BOX. 10 1/2" H & CW TO BELOW COUNTER. PROVIDE 1/2"X3/8"X3/8" THREE WAY STOP ON HW SUPPLY. 3/8" H & CW TO SINK, 3/8" HW TO DISHWASHER. 11 1/2" H & CW A/C & DOWN IN WALL TO BATHTUB/SHOWER. Q 1/2" CW A/C & DOWN IN WALL TO WATER CLOSET. 13 1/2" H & CW A/C & DOWN IN WALL TO LAVATORY. 14 DISPOSAL BELOW SINK WITH DISHWASHER WASTE CONNECTION. CONNECT DRAIN THRU AIR GAP TO DISPOSAL. DISPOSAL BY G.C. AND INSTALLED BY PLUMBING CONTRACTOR. 15 WASHING MACHINE CONNECTION BOX 2" WASTE, 1/2" HW & CW. 16 2" SANITARY WASTE DN., 2" SANITARY VENT UP. 17 3" SANITARY WASTE DN., 2" SANITARY VENT UP. 18 1-1/4" DOMESTIC WATER. REFER TO FIRST FLOOR BUILDING DWGS. FOR CONTINUATION. 19 2" SANITARY WASTE DN., 2" SANITARY VENT UP. ©0 80 GALLON WATER HEATER (EWH-2) WITH 1-1/4" DOMESTIC WATER SHUT—OFF VALVE AND SUB —METER BEFORE HEATER CONNECTION. REF: DETAIL & SCHEDULE. 21 2" SANITARY WASTE RISER. UNIT J - 2ND FLOOR PLAN SCALE: 1/4" = 1'-0" LIVING ROOM 4 UNIT K PLAN SCALE: 1/4" = 1'-0" UNIT J - 1 ST FLOOR PLAN SCALE: 1/4" = 1'-0" n Jordan & Skala Engineers, Inc. [73Project Number - 1030009 17] 14240 MIDWAY RD., SURE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. T :" S0F. Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS. A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 vwwv.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P2.30 UNIT PLAN COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN LIVING ROOM/BEDROOM 4 UNIT 0 PLAN SCALE: 1/4" = 1'-0" BEDROOM 2 01 3" SANITARY WASTE RISER. 02 3" SANITARY VENT RISER. 03 3" SANITARY WASTE/VENT RISER PER IPC SECTION 910. ® DOMESTIC WATER RISER. REFER TO RISER DIAGRAM FOR SIZES. 1" CW SERVING UNIT. Q5 50 GALLON WATER HEATER EWH-1 WITH 1" DOMESTIC WATER SHUT—OFF VALVE AND SUB —METER BEFORE HEATER CONNECTION. REF: DETAIL & SCHEDULE. © 1/2" DOMESTIC WATER TO ICE MAKER VALVE BOX. 70 1/2" H & CW A/C & DOWN IN WALL TO SINK & DW. ® 1/2" H & CW A/C & DOWN IN WALL TO BATHTUB/SHOWER. 09 1/2" CW A/C & DOWN IN WALL TO WATER CLOSET. 10 1/2" H & CW A/C & DOWN IN WALL TO LAVATORY. 11 DISPOSAL BELOW SINK WITH DISHWASHER WASTE CONNECTION. CONNECT DRAIN THRU AIR GAP TO DISPOSAL. DISPOSAL BY G.C. AND INSTALLED BY PLUMBING CONTRACTOR. 1© WASHING MACHINE CONNECTION BOX 2" WASTE, 1/2" HW & CW. 13 80 GALLON WATER HEATER (EWH-2) WITH 1" DOMESTIC WATER SHUT—OFF VALVE AND SUB —METER BEFORE HEATER CONNECTION. REF: DETAIL & SCHEDULE. 14 2" SANITARY WASTE DN., 2" SANITARY VENT UP. 15 80 GALLON WATER HEATER (EWH-2) WITH 1-1/4" DOMESTIC WATER SHUT—OFF VALVE AND SUB —METER BEFORE HEATER CONNECTION. REF: DETAIL & SCHEDULE. - DOMESTIC WATER RISER. REFER TO RISER DIAGRAM FOR SIZES. 1-1/4" CW SERVING UNIT. 1© 1/2" H & CW TO BELOW COUNTER. PROVIDE 1/2"X3/8"X3/8" THREE WAY STOP ON HW SUPPLY. 3/8" H & CW TO SINK, 3/8' HW TO DISHWASHER. BEDROOM 3 3 LIVING ROOM BEDROOM I 3 f` I i 1 i �' Dw I ____ _I_ ,' .____________________.__ _ _ 1_ _. T ................. BATH 3 : : ............. '.. KS-1 ,' BAH I ..., 1 3 4 BATH:2 3"Fp G BT-1 .... , . 14 • ..... WC-1 KITCHEN : I t h , I ......1 I c� 2 UNIT M PLAN SCALE: 1/4" = 1'-0" DUNIT N PLAN SCALE: 1/4" = 1'-0" DUNIT L PLAN SCALE: 1/4" = 1'-0" Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, • TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B-R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com J-1 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P2.40 Jordan & Skala Engineers, Inc. Project Number - 1030009 [71 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. UNIT PLAN COPYRIGHTQc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN KEY NOTES: O1 2' SANITARY FROM ABOVE. O2 3' SANITARY FROM ABOVE. O3 2' SANITARY WASTE DN., 2' SANITARY VENT UP. O4 3' SANITARY WASTE DN., 2' SANITARY VENT UP. O5 3' SANITARY VENT RISER. O6 3' SANITARY WASTE DN. O7 3' SANITARY WASTE RISER. ® 3- SANITARY WASTE/VENT RISER PER IPC SECTION 910. O9 DOMESTIC WATER RISER. REFER TO RISER DIAGRAM FOR SIZING. RISER ROOM �\ OPTION 'A' REF: SITE PLAN FOR ORIENTATION YCO YCO FOR CONTINUATION FOR CONTINUATION BUILDING TYPE 1 — UNDERFLOOR SCALE: 1 /8" = 1'-0" BUILDING TYPE 1 — FIRST FLOOR SCALE: 1 /8" = 1'-0" RISER ROOM OPTION B REF: SITE PLAN FOR ORIENTATION 71 Jordan & Skala Engineers, Inc. [m3 Project Number-1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 171 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. \�� • .. •\ - \ Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 05/15/10 155UED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com -;'-� Pet t VN i DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P3.1 0 BUILDING PLAN COPYRIGHT cQ2010 OBRIEN THESE DRAVANGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN • r, • r. • ra r. r\ ~\ KEY NOTES: O 2,, SAN rrARY FRO... O2 3" SANITARY FROM ABOVE. O3 2" SANITARY WASTE DN., 2" SANITARY VENT UP. O4 3" SANITARY WASTE DN., 2" SANITARY VENT UP. O5 3" SANITARY VENT RISER. © 3" SANITARY WASTE DN. O7 3" SANITARY WASTE RISER. ® 3" SANITARY WASTE/VENT RISER PER IPC`` JECTION 910. O9 DOMESTIC WATER RISER. REFER 1 RISER IIAGRAM FOR SIZING. 4 I RISER ROOM OPTION 'A', REF: SITE PLAN FOR ORIENTATION i ,4 M NE 1%Ll . VIvfu vllwJ . -. -.1r FOR CONTINUATION FOR CONTINUATION BUILDING TYPE II UNDERFLOOR SCALE: 1 /8" = 1 '-0" BUILDING TYPE II - FIRST FLOOR SCALE: 1/8" = 1'-0" RISER ROOM OPTION 'B' REF: SITE PLAN FOR ORIENTATION a Jordan & Skala Engineers, Inc. [71Project Number-1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 71 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. Campus " I sV Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O'B R I E N 5310 HARVEST HILL RD. SUITE 136 DAL LAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P3.20 BUILDING PLAN COPYRIGHT Qc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN i KEY NOTES: O1 2" SANITARY WASTE DN., 2" SANITARY VENT UP. O2 3" SANITARY WASTE DN., 2" SANITARY VENT UP. O3 3" SANITARY VENT RISER. ® 3" SANITARY WASTE RISER. 50 3" SANITARY WASTE/VENT RISER PER IPC SECTION 910. © DOMESTIC WATER RISER. REFER TO RISER DIAGRAM FOR SIZING. 0 3" VTR. I BUILDING TYPE II - SECOND FLOOR SCALE: 1/8" = 1'-0" BUILDING TYPE II - THIRD FLOOR SCALE: 1/8" = 1'-0" ;I Jordan & Skala Engineers, Inc. C3Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 171 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. Campus Village. Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155 JED FOR PERMIT 04/15/10 10� O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P3,21 BUILDING PLAN COPYRIGHT(g) 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN t' YCO KEY NOTES: O1 2" SANITARY FROM ABOVE. 20 3" SANITARY FROM ABOVE. O3 2" SANITARY WASTE DN., 2" SANITARY VENT UP. ® 3" SANITARY WASTE DN., 2" SANITARY VENT UP. O5 3" SANITARY VENT RISER. © 3" SANITARY WASTE DN. O7 3" SANITARY WASTE RISER. 8 l 3" SANITARY WASTE/VENT RISER PER IPC SECTION 910. A" CIDC O 1 /7" nnurr•TV, BUILDING TYPE III - UNDERFLOOR SCALE: 1/8" = 1'-0" BUILDING TYPE III - FIRST FLOOR l SCALE: 1 /8" = 1'-0" FOR CONTINUATION Jordan & Skala Engineers, Inc. Project Number " 1030009 14240 MIDWAY RD., SUTfE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. Campus J10M11 Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE soy RE\/IEW 5ET o3/15/10 155UED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P3,30 BUILDING PLAN COPYRIGHTQc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN L -1_ 1 _ _ _ _ -. I - - - _. _ I _ _ _ - __ L _ _ KEY NOTES: 10 3" SANITARY VENT RISER. O2 3" SANITARY WASTE RISER. O3 3" SANITARY WASTE/VENT RISER PER IPC SECTION 910. O DOMESTIC WATER RISER. REFER TO RISER DIAGRAM FOR SIZING. O5 3" VTR. 60 1 " CW FROM BELOW. O7 2" SANITARY WASTE DN., 2" SANITARY VENT UP. BUILDING TYPE III - SECOND FLOOR SCALE: 1/8" = 1'-0" BUILDING TYPE III - THIRD FLOOR SCALE: 1/8" = 1'-0" ;I Jordan & Skala Engineers, Inc. Project Number - 1030009 [71 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 173 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. Campus Village J Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P3,31 BUILDING PLAN COPYRIGHT c@2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN _-YCO `YCO nL1 . V1VIL Un V.7 I\LI . VIYIL UTV VJ FOR CONTINUATION FOR CONTINUATION BUILDING TYPE IV — UNDERFLOOR SCALE: 1 /8" = 1'-0" i i # ......... «.. • -.- - _««___«..i. __ __;__ - --_ .2 r� ..t «__� ._ ... ___C �.,.._« _« _... _ _. :!, r:. .. „ s • - . . \ •. :.r 2• \. .... , . . , , , ......... ........ ,.. .. ...... a. • ..................... , .. . , , v• ' ....................................... . 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I 1 /4- _ 1 : / i i NFHB is = i 2 is i . 4» / �.., 2 •2: 3 r« is : is i i� x i ----- tNFHB „ ; :id a = = 3 i ii i = \ f i i ii 1 is , z �• i 7 z` i; E! 2: Ei is =i is ! i i ! i= l i _ t, 2 . ti• , 2 , , , ;r. I ur NFHB Ei= iii L E f a.«__._.,,.,...«...«..._«_«. �, ,2 . ...... ....... a_._«_�.. , _ ____- ___ _._..«.. ._«_««__..._ ««_.««__«««___�««.. _���_«_._______««..« __.__fib. .... ..... ...... ..... ...... ..:.. ...... ..... ...... ..... ..... ..... ...... ..... ...... ..... ...... ..... ...... .... ..... ..... ...... ..... ...... ..... ...... ..... ...... .... .... ..... ...... ..... ...... ..... ...... ..... ...... .... « v- BUILDING TYPE IV — FIRST FLOOR n Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY RD,, SUITE 350 DALLAS, TX 75244-5138 73 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: - JOB: SCALE: 04.15.10 29093 SHEET NO. P3.40 SCALE: 1 /8" = 1'-0" BUILDING PLAN COPYRIGHT c@2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN BUILDING TYPE IV - SECOND FLOOR SCALE: 1/8" = 1'-0" BUILDING TYPE IV - THIRD FLOOR SCALE: 1/8" = 1'-0" n Jordan & Skala Engineers, Inc. [71Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 71 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. C-eh`� \ Campus JILI D11"Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 1550ED FOR PERMIT 04/15/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P3,41 BUILDING PLAN COPYRIGHT c02010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN YCO YCO 3 REF: CIVIL DWGS O2 3" SANITARY FROM ABOVE. REF: CIVIL DWGS FOR CONTINUATION FOR CONTINUATION BUILDING TYPE V - UNDERFLOOR SCALE: 1/8" = 1'-0" BUILDING TYPE V - FIRST FLOOR SCALE: 1 /8" = 1'-0" VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P3,50 Jordan & Skala Engineers, Inc. Project Number-1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 171 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. BUILDING PLAN 1 COPYRIGHT Q201 0 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN BUILDING TYPE V - SECOND FLOOR SCALE: 1/8" = 1'-0" BUILDING TYPE V - THIRD FLOOR SCALE: 1/8" = V-0" n Jordan & Skala Engineers, Inc. Project Number - 1030009 4240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)3B5-1615 Texas Firm Registration # F-4990 COPYRIGHT 0 2010 JORDAN & SKALA ENGINEERS, INC. OUP DEV Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION . COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC DESCRIPTION '"r i X N 0 'B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P3.51 BUILDING PLAN COPYRfGHT(E)2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN ... .......... .. ................... ... ............ .............. .. .............. ............... ... KEY NOTES: U UP TO 3-FD WITH TRAP PRIMER. 2" SANITARY WASTE UP. 3" SANITARY WASTE UP. 4" SANITARY WASTE UP. ............... ... .......... ......... . 61-L INTERCEPTOR BELOW FLOOR, ZURN #Z1186 SIZE 800 WITH HEAVY DUTY COVER. ... ............... ............... ... ........... .............. ............. . ... ............... .. ........... H . .......... ............... ... ............ .. ... .............. . . ............ .......... .. ............... ... ............... ... ............... ;I Jordan & Skala Engineers, Inc. C3ProjectNumber - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 71 Texas Firm Registration # F-4990 COPYRIGHT 0 2010 JORDAN & SKALA ENGINEERS, INC. V, Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC DESCRIPTION 0 'B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P3.60 CLUBHOUSE PLAN COPYRIGHT @2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM OBRIEN r KEY NOTES: UP TO 3"I'D WITH TRAP PRIMER. 901/2' CW LINE DOWN IN WALL TO SERVE DF-1. 2' SANITARY WASTE UP. 1/2' CW LINE DOWN IN WALL TO SERVE IM-1. 3SANITARY WASTE UP 11 1/2" CW AND HW LINE DOWN IN WALL TO SERVE KS-1. O O IS 4' SANITARY WASTE UP. 12 1/2' HW LINE DOWN IN WALL TO SERVE LAVATORY. 3/4" CW LINE DOWN IN WALL, EXTEND AND STUB OUT 1/2 2* SANITARY VENT UP; 2" SANITARY WASTE DOWN. CW LINE TO SERVE LAVATORY; EXTEND AND STUB OUT 1/2" CW LINE TO SERVE EACH WATER CLOSET. 2' SANITARY VENT UP; 3" SANITARY WASTE DOWN. � 5 1/2CW AND HW LINE DOWN IN WALL TO SERVE MS-1. 2" SANITARY VENT UP; 4" SANITARY WASTE DOWN. 3 / - HW LINE AND 1-1/4"CW LINE UP. 4 ...................................................................................................... ........ .... .. ....... .. ....................................................................................................................... .............. ...................................... ............. - ...... .......... ..................................... .................. ..................... 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C3Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 cl Texas Firm Registration # F-4990 COPYRIGHT 0 2010 JORDAN & SKALA ENGINEERS, INC. il� Ilk Aek% 41 Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC 0 'B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P3.61 CLUBHOUSE PLAN COPYRIGHT (g) 20110 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM 013RIEN . ...... �_ 1. "'. "� I I : .... .1 ... � 1. .. .. : ... .. . w . . : . ` .... - : I'll � ; - . ... . i , .� : � ' 1-11.1' ; '. .. � w .. I \ , ­11 ......... , ...' . , . ; .-I ... ".. ....'_'_ ....­......� .I., . , \1 :".-. �'.." '� . \' .. � .. .. - I . � !, -� '. 111,`.� I C I.-l'-A . . .�...--..! 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I . . . . . . . . . . . . . . .. . ; � : � : : � ! : : : : � : . : ; � . . . : ; � q . : : : : . : . s w . ; : . . : I w ; � . . . . w I I : . . . . : : � : : .. : I , : , . w : . : : : : : � : : : : ............................................. .... .. ..... . . . . I ; : : : � . � . � - : - - : k : : : - : --- - - - - - : . . . . . . �­ . . . I . . . . . . : . . . . . : I . . . : . 1. . : . . . : . . : .1 : � ....' . . . : � : � : . : : : ; : : : . z t I .. : I ; . : . . � � � � . - - .' - . . . . . . . ...... ..... .. . . . . . . . . . . . ...... � ... - . . � � ' ' : : . : : : : : : : . � : : : : I : . . . � - i : . � � � I : : k .. c : . � . . . - - - - - : .. I . . . . . . . : . . . . . . : . . . : . . . . . . . . . . . . . . . . . . . . . . � - - - - - . . . . . . . . � . . . . . I . . . . . . : . . . . . . . :: . ­. �; . . . . . .. i.. :: . . . ' � : ' I . : . .. . . : ; : I : � : I . I . - - - - - - - : . . . : : . . . . � - - - : . - . . . . . . . . . . . . . . I . . . . . . . . . . . . � . . . . . . . : . . : � . � : . : . : � : . . : . . . . . . : . . . : . . � . . . . . . . . . . . . . . - - - - � . . . . . . . . . . . . � L.. . : . . . . � . . . . . � � : . � . : : . . . . . . . . . . . . . . . I . . . . . : : . . ..: : : . � , : : . - - - ... : : : . : : . . ­ ­­_ - 1-1 ...... � ... . .......... .......... � ............... � ..... . . .. .. ..... . . . . : . . : . : . � . . . I : : : : : : : � . . k : : : : .. : : : : � : . . : : : . . : . � : . . . : ' . . . . . . . . I I , : : : ..' . , " , , � : � : . . I . : : I . : : : ... � : . . . . I : � ; . . . . . . . . s . . . . . . . . : . : : : � I . . I . : : � : : : : : :1 : . . . . : : � : : : : . . I . . . : . I ; : : : � : : . . : : : k : . , . . . . . . . 4 . : . : : . . % : z . : , ! : : : - : I : . . . : � . : ! : : : : k : . : I . . . . . . w . . . . . : : . . . . . . I : : : : : : : . . . . r. 111. .11 . . . . . . . 1. 1. . 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I : : � ! : . . . i � : � : � : : � . : ' ... : : : : . . ..' : � : - �' ..". . . : � : � : k : ; . , . . . . � . . . . . I ! . . . . . . . � . . : . .. : : : : . � : : : z : : � : � : : ' : . . . . . : � , , , '.' : . : : : . - : . I I : I : i i i ; : :: ­ : ; : . : : � . : . ' s . . I - , - . . . . . . . : � : � : : � � : � ; : � : I � : : : : � . I . � : : � : � : � : � : . . . . . . . . . . . . . . - . . : � , .� ; �i �: : � : :: . : : � � � : : .. ... - - .� : � 4 : : ; ::.J � : : z . . I : . . .' . : : � . . ..' - , - : : ' � : .... . " . ............................ I., ................................. � ........ � . . . . . . I - I . . . . . � . . . . . : : : . ; � . : : � : : : : � . . � : : ' ' : * . ; . , I I - ! o . . : : : : . I . I . . . � : : . . � . � . . . . . . . . . : : � . . : , I . . . � ; : : . . . . . . . . . . . . . : : : . � : . . . . I . . : : : : : : : : ! ..... ................... � ........ � ................................... � ...... 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I * : : � : : � ` . - : I : : : 1 4 : � . - - I : : . z : ; � : : : ' : z : : ; : : � : : : : ' ." � - .1 I I - . � : ; � - : : : I : . � : � : i I . : ; � : : . : . . i : : � : : z ; k . . k : : . � . . � . . : : : i : - , : z : I . � a : . : : ; : : . - z ; ; ; : : . . � . : : - - '�' , : : : - - : : � . . . . b : - I - : - - I '__ t - : : I � : I : . � : � : . . : . : � - - - - - - ... L"Ll - --- - _L___L� . : � : : : � . : - " , - � ; I ---- � : : . . . - ----- __ _�._ _: a-z' ___ --- , , ,-z,------------" .,----------- .. ­________-____�__ _�_"_"__"� ... , __ 1_1 � - - - - -- I ­L__ "_i_ -__ __ ____ .1__L1____.�__"_ ­LL � - 11 ____ - I . - - z I __ ____�_� ._� __ I __________ - - - - - - � - �____'_'__� ---------- - _­_ -, ­­1 - - - I ­1 __ __i__�__ I - . . . , * % , '___'� �­'__ --- - ____' '_ _ : : : � : . . : : : , : ; : : � ; . . : : I � : : : ; : : : N : : . ' . � ; : : : : : . . : I ; : � : % : : : � : : : % : : : : � : : : � ; ; � : � . � ; : % . : : ; � : . % . . % : : .. : I : t : ; . I : : % . : . . : ; , : : � � : ; : � : . � : : : � : : I . ; : : � : : : � : : : : : � . : % % : : � : : . I . : . 4 . : � : ; : � : : . : � : : . ; ; : . I : : , : � : � : I : : s : : t � : : : � : : : � % . . t : : : I : ; : � : : : : . q : : q : % ; : � : : . : : : : , . : : I I ; , : % � : : : t : : . % . . . . : : � : : % : � : � . I- � . . � : ; . .' : - I- .. . .. �..: to . . t '..: � . . I � I - - v z �­ I . .� tL..: . . I I—: �..c ­: � �..! I . . � I—: � . ; t � � z . KEY NOTES: : . z � � � . � . ; z � � I � z z . � . � � . I � � . . : � 4 � I - HW LINE FROM BELOW, EXTEND AND STUB OUT � . � I : 0 3/4 � � � � � t � . t 1/2- HW LINE TO SERVE EACH LAVATORY. 1-1/4- CW � � � t � � � . ; m � . z ; � k � LINE FROM BELOW, EXTEND AND STUB OUT 1/2- CW w � � � w � � z a � � � � LINE TO SERVE EACH LAVATORY; EXTEN UT . t � I ........ 1, ......... .'..._." ._..�_' I I '. �' '\ /_1 '.' ". " "." .."., '. " . I I " . \1 .1 \-. :1. \1 .... ", 1/2- CW LINE TO SERVE EACH WATER CLOSET; EXTEND . . . .'.....-.� . . . ; .� . -K '. .1 �z . .1-1 : . � .: �?` - . " - CW LINE TO SERVE URINAL. "'" � ; % ; " ' . a � AND STUB OUT 3/4 -­'�. % .� . % " in '� : . Nl� � . '§ � : * � i " � . - m' I � ..' : � � . . I . � - .,,- I -1 I . i ­� � I . %...:� : I . . I I -1 " I I r � I '.1. ... - " / ..�' _/ / 1, ." . I ,", ..... I" I ........... I -1 . . ....... .... "I ..... I "' (D 2" SANITARY VENT UP; 2' SANITARY WASTE DOWN. I ' � (D 2" SANITARY VENT UP; 3" SANITARY WASTE UP. . I 0 2" SANITARY VENT UP; 4' SANITARY WASTE UP. &_ �D TO MECHANICAL EQUIPMENT CONDENSATE DISCHARGE. �������������z�z���z��������������zzz��zzzzz���������z�z�z�����4 - _-1-1111.11111111 ��__ 11'.. K ��----------------�-----------------�--,--,---------�--�--�--�.-.-.-�-.-.-���-.-.-.�.-.-.-�.-.-�-.-�-.-.-.-�-.-.-.-�-.-�-.-�-�-�- I k § ' 11 II I .1 t�t � : t Z� : t . t ..i t Z ': � �. tt R � : .z I I P--",- . '_�?� - ' * ' ' " " ' I I. - I. - I 11 .. I I - - 11 11 I I .. .. , 4 , - U t z z i z ' ' - ' ' ' ' ' ' ' (D. �.'_-' """ V-. I I ...' _ I '. � 'z '\� (I I I I I 7i I t: I I i I /__(D 4 z , I ' "' "' - �.' ­11 _111 7 � ------------ - - -- - - 'I', ,,.'az'aaz�"�" I � bI I .... .... I ...... i -k�� k, I I - - - ____ ---.------ -__ J I � I I I I ,I .1 .1 � ........ I 11 I __ � �­­n�­ � I __ __ '�6 -1 11 � !I " 11 11 .1 i i i t I ,- q i i i i t 1 I . I 1 CLUBHOUSE PLAN - SECOND FLOOR . I SCALE: 1/4" = 1'-O" � . r] Jordan & Skala Engineers, Inc. [73 Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 -71 Texas Firm Registration # F-4990 COPYRIGHT 0 2010 JORDAN & SKALA ENGINEERS, INC. ,4­111." , "_�; %� IN,". -\' , 4, .X".$�� - -\\�x ... I,, " N�"-­�- '� �. . . I -.:, .n\ 11 , . \ "' '� �� , K .: ,\-. K,\ , . �' , ,j % . . , g, -,, 1. ,. , , � - ",I .' 0 '\".' : X�' :1 k� '� %11 , : � , \ .1 � I : �\ ��\": \ \\ � \\\ , , 11 111 ,%\�. , 'L_ '� . i : \ "' - , \ - v , . \ , . & -\ '� '� 'k . : i I A\ 11 :k 11� I I . . '� . I __11 'k , , \ . """" . j . \ \ , . .' I 1111- . w AL'. .'.'-" .,\ . . ,\""" """""N ")JIMENTGROU'll 11 ­," .E.I.E., El.,k'.,'-,, I I JIL,ill, .1 Campus I I I Ill o,n Vi I lage Communities CAMPUS VILLAGE AT STATION COLLEGE STATION, TEXAS � A DEVELOPMENT BY: I GROUP, LLC I ISSUE LOG � NO. DESCRIPTION DATE 50% REVIEPq 5ET 03/15/101 1564JED FOR PERMIT 04/15/101 0 'B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 . . __ __ �_ - ___ - __ . - . -_ - * ___ __ - - - I DATE: JOB: I - SCALE: 1 04.15.10 29093 1 1 1 1 SHEET NO. I P3.62 - _\ I � i I I , . - - � - 11 . , . � <�" 147- � I ­1'­�.'_ CLUBHOUSE PLAN COPYRIGHT @2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 4" FIRE. REFER TO CIVIL DRAWINGS FOR. CONTINUATION. —� 2" CW. REFER TO CIVIL DRAWINGS FOR CONTINUATION. I 3"FD-`G 2" BACKFLOW PREVENTER— W/ FSR WATTS 007M1 QTS i VENT RISER — 4" FIRE. REFER TO CIVIL DRAWINGS FOR CONTINUATION. . IT 2' CW. REFER TO CIVIL DRAWINGS FOR CONTINUATION. I ACKFLOW PREVENTER S 007 M 1 QTS 2"CW TO DWELLING UNITS 2"CW TO DWELLING UNITS L-2"V TO NEAREST VENT RISER r,-'*"\.IT/.FS.R.PLA.N — TYPICAL SCALE: 1/4" = 1'-0" 1-1/2-CW B/G 4"SS. EL: 3'-0" B.F.F. FROM CLUBHOUSE. REFER TO CIVIL DRAWINGS FOR CONTINUATION. DCO .................................................................................................................................................................................................. 3"SS + t• t...o--► WC-2 WC- 3 ((TYPICAL) € .................................I�>.................. 1 UR-1 I WC (TYPICAL) 5 1..................... I ix_..: ................... ......... c \ .......::::::::::::::................................. IL\. \ ..L-3 ( L-3. EWH-5 EWH-5 ...... I;....... . ............................. ..... ....................... 3/4"CW DN 1 3/4-CW B/F 3"SS [ ih 3"FD / .................. .... SH=2.. ...................... ..... .......................................... o YCO..._................... 3/4-CW UP-' L3/4"CW UP 2"VTR 2 t ..t ..1 2 CABANA PLAN SCALE: 1/4" = 1'-0" KEY NOTES: (D 2' SANITARY VENT UP; 2' SANITARY WASTE DOWN. O2 2" SANITARY VENT UP; 3" SANITARY WASTE DOWN. O3 2" SANITARY VENT UP; 4' SANITARY WASTE DOWN. O4 1/2" CW STUB OUT TO SERVE WATER CLOSET. O5 3/4" CW STUB OUT TO SERVE URINAL. O6 3/4" CW STUB OUT TO SERVE EWH-5 AND TWO LAV) O7 1/2" CW AND HW LINE DOWN IN WALL TO SERVE MO O8 1/2' CW AND HW LINE DOWN IN WALL TO SERVE LA\ O9 1/2" CW LINE DOWN IN WALL TO WATER CLOSET. 10 3/4" CW LINE DOWN IN WALL TO SERVE NON FREEZE MAINTENANCE BUILDING PLAN SCALE: 1/4" = 1'-0" Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 [71PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT ® 2010 JORDAN do SKALA ENGINEERS, INC. Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P3.63 MAINTENANCE PLAN COPYRIGHT c02010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN ::::._:::. ..:.:..:::::: .. ..................... 11 \\ \ \ 13" "` ac \\ TU \ i ♦: ".: i Y a \ t is w:d L i. 2" 1 � 13' 1V L , , , Campus r FD / 13r 13 3r 3 "" " Village 2 " % Ir � 1 /� WC Communities 2 I 13 " 13r � I " T� 2" 3" 1 3 1 1 1 3 CAMPUS R Of 0 13 / � r 2+ ( 1 \ -4 I I �* ��ASH59 NGP) ,. 1� T 2r 1 1 I VILLAGE AT D R SPGE 13r 1 2" 1 2' 1 1 13" y 3 SINS ^ 2" v,G , 'M ; 3 wC COLLEGE 2 �s 1 3" " STATION " �' r 3" ^ `� r 3" 2" 3' r " 3 pyy wM 13 / it " wC 3 D� WM 13 / � M WC 2 I 2 TU5C1:2h: 3 3 13 12 �Ue c 1 w 3" COLLEGE STATION, 2" DISPOSAL " 3" 3' 2" " 2" DiSPCS�I ^ " 13" 1 2" \ 13' 1 1 2 �. 2 � 3" 1 TEXAS i o" o " �. 2 1 % �� 1 2 3° � i A DEVELOPMENT BY: ��' CADDIS DEVELOPMENT GROUP, LLC 3" V11-1 ' 2" 3" 3" % 1 2" 3" vo 3" �% ISSUE LOG 30 3" ,iS 3r �p 3^ 3^ / NO. DESCRIPTION DATE 50% REVIEW 5ET 05/15/10 3 SAL 015POL 3 155UED FOR PERMIT 04/15/10 2 UNIT A UNIT A—HC NOT TO SCALE NOT TO SCALE . � 3, ^ 3^ r" � T3r 3 UNIT B 3 / I / /1 / 12, C NOT TO SCALE T r 13 1 I 1 , K5 2" 1 j3r12 / D 3r r " , �V 3 � I Pose 3 13, 2, fp 2" 3 pis 13 2 2" 3' 30 I 2� 2" 1/ r 3 2 V�G ' 3 I 3^ 3" w j� G r I 3' 3 WC �p 0 1 r VP B " 1 I 2" � 3 " 13 12 � 3" 2 1 lq 3 r ( 3" 1 2" 3' 13 1 3r 3 w I 1 3 2 " J 2 3^ IL 2" r 12r 31 3 2, " ? r 3^ 3 31 / 3� 12" c 1 3" / d 3" 'L 23" 13 1 2" 1 U 2" 2" % 1 3^ j � 2" " " I .1 2^ " �p "13"��3 ' 3 I 31,,,3,00, 3" �/ 12• wC �p �V 1 �As� 13r 1 " TI,� � 2" 3" I 3" 2" j flu ISHW 5 OO Tl 1P) 2 � C 3� Ai�i(�EDG 3" 3 2" SAS 3" T 2" Si 3 015po I(is G01 2" WC D� 2" 2" 3^ f D wC 2" 3" Gp " 1 1 Gp 3 . 3" 3^ UNIT B—HC UNIT C UNIT D NOT TO SCALE NOT TO SCALE 't' NOT TO SCALE I' T 13 I 2" 2^ r 3" �B R I E N ' 1" 1 " 2" i �3 2�U 13 1 2" � 3 I` 1 I 2" 5310 HARVEST HILL RD. -SUITE 136 3" � � I I 13 3" WM w 2r 1 I 3 3 DALLAS, TEXAS 75230 972. 788. 1010 j 2"13r 2^ www.obrienarch.com fD -14 2 1 U r 1 3r -T3" I I2"e j�% IR f 1 I , 3" 3" L11 --_-=--___ =E 0 p 13r - _= ri WC _= —_ L— _ 1 3" �_i _ _ ^ " =E _ I / 12" 2 3 2"-_ F kv � 1 2" 2 s " 3" pj5P0� � 3^ 2 UNIT E D� UNIT F DATE: JOB: SCALE: 2r 04.15.10 2909-3 Wtr NOT TO SCALE NOT TO SCALE 3^ SHEET NO. 211 16 3^ P4,1 0 a Jordan & Skala Engineers, Inc. Project Number-1030009 RISER DIAGRAMS 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT(g) 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY COPYRIGHT © 2010 JORDAN & SKALA ENGINEERS, INC. METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN T 13r �I I �1 I 2" G I I 2" � 12' � 13' r 2 � r 2" 13' 1 ,- I � r r 3 I 13' 2" SHIER NG DIS GAP ffliyP) \ 1 D Sw / I 3 3' 3" / DISPGSAI, 3" D� 2' I� 3" 3' ri UNIT K NOT TO SCALE UNIT F—HC NOT TO SCALE UNIT NOT TO SCALE UNIT K—HC NOT TO SCALE UNIT G NOT TO SCALE Ell 3" oISp�S�I 0 UNIT H NOT TO SCALE 2' UNIT J NOT TO SCALE n Jordan & Skala Engineers, Inc. [73Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN & SKALA ENGINEERS, INC. Campus JIL" ml"�Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P4.1 1 RISER DIAGRAMS COPYRIGHT c02010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN h ft UNIT L NOT TO SCALE UNIT 0 NOT TO SCALE 1 "C R�DF �� I Cyy 3 I I Cyy i W ( r TYPICAL 1 BEDROOM WATER MAIN RISER NOT TO SCALE UNIT M NOT TO SCALE 1 RD4F b� I I 1" %TL 3 Cw� � I i t" 2 �l 1 TYPICAL 2 BEDROOM WATER MAIN RISER NOT TO SCALE 3" 3" 1 RAF b� '1 I I I 1 i 11 I p �1 TYPICAL 3 BEDROOM WATER MAIN RISER NOT TO SCALE /5 3" V�GS0 pI5HWA HER �E iN�(P) Aip I0 S 111/4"C ROpF I i i 1 \1/4"III Cry I l� 1 TYPICAL 4 BEDROOM WATER MAIN RISER NOT TO SCALE 3" UNIT N NOT TO SCALE 1`1�4"C ROpF I l�vfl 3 I I i I 1.t (4"M,, l l 2 yry I � 1�11 TYPICAL 5 BEDROOM WATER MAIN RISER NOT TO SCALE Jordan & Skala Engineers, Inc. Project Number-1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. \\ �.\ g 601 .., z .a,: -C f: Campus 111M�Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com -_ _ _ of--;; i..•- ny�ti� € DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. P4.12 RISER DIAGRAMS COPYRIGHT(E) 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN X N:10200333.21 TFpS 2g1 • 36 2 ?` B-12 ?y 293 2 2 2g1' X N:10200329,6S 55 ' 6. 0 E:3556913.78 291 �0 g15p 296 E:3557294.91 I2g5. g5 29565 2g6?p `Ez2':P$X 291� g1 `�'- . �` •• .,.. ... .... � 0 y �29 2QA• � 6 .. •- 9 25 N:10200325 8 V ;.. T O 6 g0 2 v::.. nA5•.... 20.. ..... ........... • :>::::::: ... .. 291 • �1 65 .., 2.. " - : 2 g5.... ... _ - - ... - _. ..... .. .. 35 ... j -` ... 9590 2g0. 293• ':>��`.3557936.2 296 7. 0 0 29Q p ;g 294 45 4 91 5 g6 c�0 4 5 i- 9 ST 55 '��297 2 ®295' 2g 2°�4' 2 �p0 X2g3' 293�5 F'OS 1 `•: 293 ��Fi2gR25 2g 29 ' g1 g5.., 29165 .�- g43p g4:� t.. STFAS (y5. X2916 9 0 g d0 g 0 2g q0 9 20 6 --- - 1 p 2g1 2g1 1 96 90 615 5 35 20 p0 2gq 6 2 6p k. rl \ 0298 X g8.2 2 2 2 -Fl- -FL g 297 2 29 296 296 296 9550 g5• 2 65 29g15- 10 f 1 2982 P-5 2 5 - - - -�1,- -Fl - X2 A, 095 3 ::... c0 ■• ST - a n0189 296' 998� �985 29aA 29a25 206' S 1 2g1$0 2g1 DO 'Al25 291 5 96 1 5.... - kN 2y_ng6• nQ6•. ._.. nQ�? nq6•nay 96• P-7.a5.00 1• •, , 3011 p1. 0 GRAPHIC SCALE 40 0 20 40 80 IL ( IN FEET ) 1 inch = 40 ft. NOTES 1. ALL GRADING SHOTS SHOWN REFERENCE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2. SEE ARCHITECTURAL PLANS FOR DETAILED GRADING AROUND BUILDING SIDEWALKS. 3. CONTRACTOR TO VERIFY T.A.S. COMPLIANCE. FOR ANY QUESTION CONTACT CIVIL ENGINEER IMMEDIATELY. 4. ALL SIDEWALKS SHALL HAVE A MAX. OF 2.0% CROSS SLOPE 5. REFERENCE GEOTECHNICAL REPORT FOR ALL SUBGRADE PREPARATION SPECIFICATIONS 6. CONTRACTOR TO ADJUST MANHOLES TO MATCH FINISH GRADE LEGEND 709 PROPOSED PHASE CONTOURS - - - 709 - - - EXISTING CONTOURS SWALE - - - - - - - - RIDGE X 630.25 TOP OF PVMT. 630.25 X TOP OF CURB TC X 630.25 SURFACE GRADE SG 630.25 X MATCH EXISTING ME X 630.25 Tw TOP OF WALL 630.25 X BOTTOM OF WALL Bw FF FINISH FLOOR B-11 X N: 10200365.67 BUILDING BORING E: 3557097.45 X N 10200429.59 PAVEMENT BORING E: 3556869.65 RETAINING WALL TYPICAL SECTION NOT TO SCALE ohvr� yr �.�rco NOTE: RETAINING WALLS SHALL BE DESIGN -BUILD. CONTRACTOR SHALL PROVIDE STRUCTURAL DETAILS IF REQUIRED BY THE CITY OF COLLEGE STAION. KHA IS NOT RESPONSIBLE FOR STRUCTURAL DESIGN OF ANY RETAINING WALL SHOWN ON THESE PLANS. RETAINING WALL SHALL FULLY COMPLY WITH FINDINGS AND RECOMMENDATIONS SET FORTH IN GEOTECH REPORT NO. A1105006 BY TERRACON CONSULTANTS, INC. BENCHMARK TYPE 2 TxDOT MONUMENT N 10200171.72 E 3556987.12 GPS 9 289.74 Q O N � M � M N �'C) cn rA ti U i • - cc O oo � A rD z � N A � u a � k F. g � e o n u' Zvi w 0 oay a w W� 0 u z° W z 0 � Two �cn a� c 1 4 0 U vn 1--1 U 0 Q� ►-. ti � N � 0 O A 6 z rig A A U A 04 SHEET C-11 E:3558025.87 li'91 0000 --- PROPOSED HIKE AND BIKE \ Q TRAIL -REFERENCE HIKE AND BIKE TRAIL PLANS.FOR rain. ` GRADING INFORMATION- ,. • ++ ......... Z - 6 1 g .25 O P-8x N:10200325 S Z936p 2 >E:35579.36.2294 X0 2g3 , hh 9AOp 9q vi• . • 'yh [ r p5 2 y h *J , 6 • 95• p g31p � h � . 1h C �• ` - - fy :.. / ........... .. � h h lr' ' \ ,h o-.. •� '', W r ��� �� f F` ♦f ff B GRAPHIC SCALE 40 0 20 40 eo IN FEET I inch = 40 & NOTES 1. ALL GRADING SHOTS SHOWN REFERENCE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2. SEE ARCHITECTURAL PLANS FOR DETAILED GRADING AROUND BUILDING SIDEWALKS. 3. CONTRACTOR TO VERIFY T.A.S. COMPLIANCE. FOR ANY QUESTION CONTACT CIVIL ENGINEER IMMEDIATELY. 4. ALL SIDEWALKS SHALL HAVE A MAX. OF 2.0% CROSS SLOPE 5. REFERENCE GEOTECHNICAL REPORT FOR ALL SUBGRADE PREPARATION SPECIFICATIONS 6. CONTRACTOR TO ADJUST MANHOLES TO MATCH FINISH GRADE LEGEND 709 PROPOSED PHASE I CONTOURS — — — 709 — — — EXISTING CONTOURS ' .. SWALE — — — — — — — — RIDGE X 630.25 TOP OF PVMT. 630.25 X TOP OF CURB TC 630.25 X SURFACE GRADE SG 630.25 %� MATCH EXISTING ME X 630.25 TW TOP OF WALL 630.25 X BOTTOM OF WALL BW FF FINISH FLOOR B-11 X N: 10200365.67 BUILDING BORING E: 3557097.45 X N 0200429.59 PAVEMENT BORING E: 3556869.65 RETAINING WALL TYPICAL SECTION NOT TO SCALE NOTE: RETAINING WALLS SHALL BE DESIGN -BUILD. CONTRACTOR SHALL PROVIDE STRUCTURAL DETAILS IF REQUIRED BY THE CITY OF COLLEGE STAION. KHA IS NOT RESPONSIBLE FOR STRUCTURAL DESIGN OF ANY RETAINING WALL SHOWN ON THESE PLANS. RETAINING WALL SHALL FULLY COMPLY WITH FINDINGS AND RECOMMENDATIONS SET FORTH IN GEOTECH REPORT NO. Al105006 BY TERRACON CONSULTANTS, INC. BENCHMARK TYPE 2 TxDOT MONUMENT N 10200171.72 E 3556987.12 GPS 9 289.74 V N oen 00 M O N r^w N N F Co O O � E cc o 00 � cz A � ci N a N w �o 4R U W to a� g�n k A F � o W 15 >a z o� �e a e aw 0 > N OO x N h pi C4CD r <Y' CD Q z En A A U A P: SHEET C-12 VE IDED / PAINTED El F-1 PREFINISFED 1:1PREFINISHED El El PREFIN15HED / —FRAMEI.t-55 LW FRAME KD. FRAME KD. FRAME KD. FRAME OPENING 0 0 0 0 0 INTERIOR ENTRY BEDROOM BATHROOM FROM BEDROOM BATHROOM FROM HALLWAY BEDROOM GL05ET DOOR 5G / WD GRAIN FIBER6LA55 PREDRILL FOR PASSAGE 50 / WD GRAIN MA50NITE PREDRILL HG / WD 6RAIN MASONITE PREDRILL SG / WD 6RAIN MA50NITE PREDRILL FOR 51M BY SIDE SET d DEADBOLT. PEEPHOLE (DOUBLE AT ALL FIRST FOR LOCK5ET5 AND DEADBOLT FOR PRIVACY LATCHSEr PRIVACY LATC445ET FLOOR CLUSTER 4 GORRIDOR BLD65) d KICK PLATE UNDERGJr In - 1-1/2' TEMPERED MIRRORED TOP HUNG (32'X 8'FV ROLLER TRACK AND BOTTOM M GUIDE TRACK W DO NOT UNDERCUT' WITH ONE SIDE 32" CLEAR. RATING: AT BLD6. TYPE 1 d it USE A STEEL DOOR PRE FIN15FED STEEL. FRAME IN FRAMELE55 RATED AT 45 MIN OPENING 20 MIN ELSEWHERE FINISH AS SELECTED. FINISTT H SCHt" D 0 0 LAUNDRY HALLWAY TWIN SWING 50 / WD GRAIN HM. DOOR AND FRAME MA50NITE WITH DUMMY HANDLES d STOREROOM LOGKSET BAIL d SPROCKET SPRING LATCH. UNDERCUT In 0. ❑I ROOM NAME FLOOR ENTRY PLANK VINYL BASE BASE #1 - IX6 MDF WALLS SHEETROCK (PAINT) CLG. 51 ETROGK (PAINT) REMARKS 2 ENTRY PLANK VINYL BASE #1 - IX6 MDF SHEETROCK (PAINT) 51 -=TROGK (PAINT) ❑3 KITCHEN PLANK VINYL BASE #1 - IX6 MDF SHEETROCK (PAINT) SHEETROCK (PAINT) ❑4 KITCHEN PLANK VINYL BASE #1 - IX6 MDF SHEETROCK (PAINT) 51 5TROCK (PAINT) LIVING PLANK VINYL BASE #1 - IXb MOF 5HIETROGK (PAINT) SH -TRACK (PAINT) 6❑ LIVING PLANK VINYL BASE #1 - IX6 MDF SHEETROCK (PAINT) SHEETROGK (PAINT) El HALLWAY PLANK VINYL BASE #1 - IX6 MDF 5HEETROGK (PAINT) 5HEETROCK (PAINT) ❑8 HALLWAY PLANK VINYL BASE #1 - IX6 MDF SHEETROCK (PAINT) 51 -=TRACK (PAINT) BEDROOM CARPET BASE #1 - IX6 MDF SHEETROCK (PAINT) SHEETROCK (PAINT) 10 BEDROOM CARPET BASE #1 - IX6 MOF SHEETROCK (PAINT) 51-=TROCK (PAINT) it BATHROOM SHEET VINYL #1 BASE #1 - IX6 MDF SHEETROCK (PAINT) SHEETROGK (PAINT) ONE LAYER MOISTURE RESISTANT SHEETROCK AT TUB5 12 BATHROOM SHEET VINYL #1 BASE #1 - IX6 MDF SHEETROCK (PAINT) SHEE1 K (PAINT) ONE LAYER MOISTURE RESISTANT SHEE1ROCK AT TUBS 13 CL05ET CARPET BASE #1 - IXb MOF S FTROGK (PAINT) n U-1-1 OGK (PAINT) 14 CLOSET CARPET BASF #1 - IX6 MOF SHEETROCK (PAINT) 9 iE= I ROCK (PAINT) 15 LAUNDRY PLANK VINYL BASE #1 - IX6 MDF 5HEETROGK (PAINT) 51 FI ROCK (PAINT) I6 LAUNDRY PLANK VINYL BASE #1 - IX6 MDF 5HFETROCK (PAINT) SHEETROCK (PAINT) 17 STAIRS CARPET BASE #1 - IX6 MDF SHEETROCK (PAINT) S ETROGK (PAINT) 18 HALLWAY CARPET BASE #1 - IX6 MDF SHEETROCK (PAINT) 5HEETROGK (PAINT) 19 UTILITY (H1/AG d 1-" SHEET VINYL #2 BASE #2 SHEETROCK (PAINT) 51 =-TROGK (PAINT) 20 I.T. UNFINISHED BASF #2 SHEETROCK (PAINT) SHN1 1-I GK (PAINT) 21 FIRE SPRINKLER UNFINISHED BASE #2 SHEETROCK (PAINT) SHEETROCK (PAINT) NOTES: VERIFY •ALL FINISHES WITH INTERIOR DE516NER. ALL CLOSET FINISHES TO MATCH ROOMS. UNITS • OPTION 1 FINISH LEGEND SPECIFIC CARPEL: CPT1 MANUFACTURER: PHI ADPHIA - SHA O T PRODUCT: AR' COLOR: LOCATION: BEDERNS SrPT2 MANUFACTURER: IA - &W CONTRACT PRODUCT: COLOR: LOCATION: ae� BASE: Di MANUFACTURER: D. PRODUCT: F BASE COLOR: PAINTED D2 MANUFACTURER: OMOITE PRODUCT: 40 RUBBER COVE BASE COLOR: I= APPLICATION: U51% BASE ADHESIVE NEATLY FORM IN51DE d OUTSIDE CORNERS FROM COILS ONLY. SFEET VINYL: .5)a MANUFACTURER: PRODUCT: COLOR: LOCATION: `� MANUFACTURER: �RMSTRON6 PRODUCT: MEMORIES COLOR: TBD LOCATION: 03 NOT USED SCALE: N.T.5. UNITS, OPTION 2 ATIONS: FINISH LEGEND SPECIFICATIONS: PAINT- Ej..,s- PRODUCT: rCOLOR- MANUFACTURER. 2HMIN• -- PRODUCT: COLOR:.• 6253 5AMOVAR�- MANUFACTURER.SHERY41N KILLIAMS PRODUCT:COLOR: • • ,1- �I� I . - . i►lNITE 5LA1: COLOR: : r LOCATION: LANK VINYL: PRODUCT: PER50NALITI COLOR: =2 ANT168... . 6- COMMON MDF BASE 5/8'DX6'W CARPET-. PRODUCT: -Ir IIL6E= �448 COLOR: ply 200 LOCATION: BEPPIOOM5 --Ir i d- I/ 1 �4: �. �� -I•ypr : • Di -:- : . PROD , yIII BASE COLOR: PA►iLJ - q-: JOMOITE PRODUCT: (20 RUIBBER. COVE BASE ILO- : r U5IN6BASE ADHESIVE NEATLY/- INSIDE C40RIERS FROM COILSOUTSIDE ONLY. SHEET - .- 69tIiI ►. PRODUCT: tZ_-1Q- a- COLOR- !T229(22 LOCATION: �:�r i-•► PRODUCT: COLONI�IL�l- - LOCATION: 02 RUBBER BASE 56ALE° KTS' (VERIFY PROFILE WITH OWNER) PAINT: PRODUCT: COLOR:,♦ ��• 1 PRODUCT:s.rur_ .• 61001 ■.I1�t -ARA -02 - CLASSIC OitL 121 i- Oi►� -Ir ORANITE COLOR:: r WELDED AND a F RE I INISI ED PRE] INISFED FRAME PAINTED HM. KD. FRAME PO. FRAME O O GL05ET UTILITY SAME AS TYPE 3 BUT WITH PA%A6E HG / WD 6RAIN MASONITE SET UNDERCUT I" - 1-1/2' log 00 0 01 00 10101 Z MR OL � I o, 0 d0� 001 ;9r 2r or al, am 7C��u FIXED S a EXTERIOR ENTRY EXTERIOR ENTRY 50 / WD GRAIN FIBERGLASS hV TEMPERED 5G / WD 6RAIN FIB W/ TEMPERED LOW-E INSULATED DOUBLE PANE LITE KIT LOW-E INSULATED DOUBLE PANE LITE KIT W/INTERNAL. MUTTON BARS W/INTE-RNAL MUTTON BARS ALT. AT. STEEL. DOOR IN HM FRAME STEEL. DOOR IN HM FRAME Ol DOOR TYP SCALE: 3/8' = 1'-0' ES NO. SIZE THK. DESCRIPTION REMARKS DOOR HARDWARE I 3'-0'W X -I'-O"H 1-3/4' INTERIOR ENTRY SEE NOTES ON DOOR TYPE #1 FOR RATINGS 2 3'-00W X 6'-8"H 1-3/4' BEDROOM SEE NOTES ON DOOR TYPE #1 FOR RATINGS 3 31-00W X 6'-8'H I-3/8' BATH FROM BR. SEE NOTES ON DOOR TYPE #1 FOR RATINGS 4 31-08W X 61-8"H I-3/8" BATH FROM HALLWAY SEE NOTES ON DOOR TYPE #1 FOR RATINGS 5 5'-O"W X 6'-801-1 - CLOSET (ONE SIDE TO BE 32' CLEAR) TEMPERED 6LAS5, SEE NOTES ON DOOR TYPE #1 FOR RATINGS 6 3'-0'W X V-88H (pr. 2'-b') BIFOLD LAUNDRY SEE NOTES ON DOOR TYPE #1 FOR RATINGS 7 3'-00W X 11-ON 1-3/4' I T./SPRINKLE2 SEE NOTES ON DOOR TYPE #1 FOR RATINGS 8 31-0'W X 6'-88H 1-3/8" CLOSET SEE NOTES ON DOOR TYPE #1 FOR RATINGS 4 3'-0'W X 6'-8'H 1-3/8" UTILITY SEE NOTES ON DOOR TYPE #1 FOR RATINGS 10 3'-0'W X 7'-O"H 1-3/4' EXTERIOR ENTRY SEE NOTES ON DOOR TYPE #1 FOR RATINGS II V-001ei X 7'-0'H 13/4' EXTERIOR ENTRY TEMPERED &LASS, SEE NOTES ON DOOR TYPE #1 FOR RATINGS NOTES: 1) BARRIER FREE THRESHOLD AT ALL GROUND FLOOR ENTRY DOORS. 2) LEVER HARDWARE AT EXTERIOR SIDE OF ALL 6ROUND FLOOR ENTRY DOORS. 3) ALL GLAZING TO MIST FEDERAL, STATE, AND LOCAL CODES. 4) ALL EXTERIOR DOORS TO HAVE ALUMINJM THRESHOLD. 5) 1/2' THRESHOLD AT ALL GROUND FLOOR UNITS. 6) 1/2' THRESHOLD AT ALL HANDICAP UNITS. 7) 3/4' THRESHOLD AT ALL UPPER FLOOR UNITS 8) LOCKS ON DOORS IN MEANS OF EGRESS SHALL NOT REQUIRE USE OF KEY OR SPECIAL KNOWLED6E. WINDOW SCHEDULE. NO. SIZE LITES HDR. DESCRIPTION REMARKS OI (bBL.J 2'-08W X 4'-6814 4/4 EACH 11-0' SINGLE R N5, VINYL FRAME BLD6. TYPE 111, IV, 4 V O2 jIE 4'-0'W X 4'-8'H 8/8 EACH 1'-0' SINGLE HUNG, VINYL FRAME * BLD6. TYPE 1 # II O3 I'-O'W X 4'-b'H 6/6 EACH 71-0' SINGLE HUNG, VINYL FRAME BLD6. TYPE I, II, 4 III ® 4'-OW X 3'-60H 4/4 EACH 71-0' SINGLE HUNG, VINYL FRAME BLD6. TYPE IV t V 50 3'-0'W X 3'-O'H IA EACH 1'-0' SINGLE HUNG, VINYL FRAME BLD6. TYPE IV t V NOTES: CIE ALL 6LAZING TO MEET FEDERAL, STATE, AND LOCAL CODES. ALL WINDOWS AT BLDG. TYPE 1 d II SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 50. FT. THE MINIMUM CLEAR HEIGHT SHALL BE 24' A.F.F. THE MINIMUM CLEAR WIDTH SHALL BE 20' SILL HT. TO BE NO HIGHER THAN 44' A.F.F. AND LESS. COMPLIES WITH IBC 20051 SECTION5 102Q FOR ENER6ENCY ESCAPE AND RESCUE. ALL WINDOWS TO BE LOW 'E' - INSULATED CA -ASS, TYPICAL. INTERNAL MULLION BARS TOP AND BOTTOM LITE5 OF ALL WINDOWS. QT = TEMPERED 61A58 (ONLY AT LOCATIONS REQUIRED BY COM) L 4'-0" + + 4'-0" 1z N : N n O O* O O O 04 WINDOW TYPES SGAL.E: 3/8" = 1'-0' �.PU01, ., � Campus3£ r Village Communities CAMPUS VILLAGE AT COLLEGE STATION 1711 HARVEY MITCHELL PARKWAY SOUTH COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/1W 155LED FOR PERMIT 04/15/10 _..,....-...r 05121AO 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com � x H >4 d► 49%1 9 u dw JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 AS NOTED SHEET NO. A6 SCHEDULES COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN ' L 4'-O` I. 06 WINDOW TYP NOT TO 5GALE ES YIELDED / PAINTED HM. FRAME WINDOW SCHEDULE NO. SIZE LITES HDR. DESCRIPTION REMARKS I (DEL) 2'-OM X 4'-6'H 4/4 EACH 11-0" SINGLE HUNG, VINYL FRAME 0 0 EXTERIOR ENTRY NOT USED SG / WD GRAIN FIBERGLASS W/ TEMPERED LOW-E INSULATED DOUBLE PANE LITE KIT W/INTERNAL MUTTON BARS RATING: 20 MIN. ALT. STEEL DOOR IN HM FRAME RATING: 20 MIN. NOTES: ALL GLAZING TO MEET SAL, STATE, AND LOCAL CODES. ALL WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 53 50. FT. THE MINIMUM CLEAR HEIGHT SHALL BE 24" A.F.F. THE MINIMUM CLEAR WIDTH SHALL BE 20' SILL HT. TO BE NO HIGHER THAN 44" A.F.F. AND LESS. COMPLIES WITH IBC 2004 SECTIONS 1029 FOR EMERGENCY ESCAPE AND RESCUE. ALL 14INDOW5 TO BE LOW "E' - INSULATED 6L.A55, TYPICAL. INTERNAL MULLION BARS TOP AND BOTTOM LITES OF ALL WINDOWS. E) = TEMPERED 6LA55 (ONLY AT LOCATIONS REQUIRED BY CODE) / / / o O HOLLOW METAL DOOR FINISH SCHEDULE iZow�r or iu 7:1� O OVERHEAD 5ECTIONAL DOOR 05 DOOR TYP NOT TO SCALE ES PREFINISHED M. FRAME O UTILITY HC / WD GRAIN MASONITE UNDERCUT 1' - 1-1/2' NO. ROOM NAME FLOOR BASE WALLS CLG. REMARKS El OFFICE SEALED CONG. BASE #1 SHEETROCK (PAINT) SHEETROCK (PAINT) 5/8' OSB TO 4' AFF WITH 5/8" GYP. BD. OVER TO 8' AFF 22 I.T. SEALED LONG. BASE #1 %EETROCK (PAINT) 51 ETROCK (PAINT) INSTALL 7/16' 05B BEHIND GYP BD. El RESTROOM SEALED CON,. BASE #1 FRP OVER SHEETROCK 51EE I ROCK (PAINT) 5/8' 055 TO 4' AFF WITH 5/8' GYP. BD. OVER TO 8' AFF WORKROOM SEALED CON,. BASE #1 GMU (PAINT) OPEN TO STRUCTURE PAINTED 5HEETROCK CEILING UNDER 5TROA6E PLATFORM ❑5 UTILITY (WAG d HW SEALED LONG. BASE #1 SHEETROCK (PAINT) 51 ETROCK (PAINT) 5/8' 05B TO 4' AFF WITH 5/8' GYP. BD. OVER TO 8' AFF 5TORA6E MEZZANINE 5/8' T86 PLYHOOD NONE CMU (PAINT) OPEN TO STRUCTURE NOTES: VERIFY ALL FINISHES WITH INTERIOR DE516NER. ALL DIMENSIONS ARE FROM STUD TO STUD, U.N.O. STUD SPACING ARE AT 16" O.G. O GYP. BD. CEILING ' • AT 8'-0' AFF STORA GEILIN6 OPEN TO HEZZABELOW GE GYP. BD. CEILING 5TRC1URE ABOVE TINE AT W-O' AFF 6YP. BD. CEILING AT 8'-O' AFF GYP. BD. CEILING AT 8'-O' AFF.. GYP. BD. GEILIN6 AT 8W AFF 04 MAINTENAN SCALE: 1/4' = 1'-0' CE RCP BASE 03 MAINTENAN SCALE: 3/8" = 1'-0' CE INTERIOR ELEVATIONS PAINTED GYP. BD. ON WALL 4' RIBBER BASE NOTES: I. PRIOR TO IN5TALLATION VERIFY AND GOORDINATE REQUIRED GLEARANGE DIMENSIONS. 2. PROVIDE 6LOGKIN6 FOR ALL TOWEL BARS AND 6RAB BARS. 3. THERE SHALL BE NO SHARP OR ABRA51 VE 5URFAGE5 UNDER HOT AND GOLD WATER PIPES. DRAIN PIPES AND HOT WATER PIPES UNDER 51 NK SHALL BE INSULATED OR OTHERWISE COVERED. 4. ALL 5TUD5 ARE 161, O.G. DOOR SCHEDULE I NO. I SIZE I THK• I DESCRIPTION I REMARKS I DOOR HARDWARE I 31-00W X 11—OOH 1-3/4' EXTERIOR ENTRY T EV 6LA5S, SEE NOTES ON DOOR TYPE #1 FOR RATINGS 2 NOT USED 3 31-00W X T_O'H 1-3/4' I.T. CLOSET SEE NOTES ON DOOR TYPE #1 FOR RATIN55 4 16'-00W X 8'-0'H 1-3/4' OVERHEAD 5EGTIONAL DOOR SEE NOTES ON DOOR TYPE #1 FOR RATINGS 5 3'-0'W X 6'-8'H (-3/8' UTILITY SM NOTES ON DOOR TYPE #1 FOR RATINGS NOTES: 1) BARRIER FREE THRESHOLD AT ALL GROUND FLOOR ENTRY DOORS. 2) LEVER HARDWARE AT EXTERIOR 51DE OF ALL 64ZOUND FLOOR ENTRY DOORS. 3) ALL GLAZING TO MEET FEDERAL, STATE, AND LOCAL CODES. 4) ALL EXTERIOR DOORS TO HAVE ALUMINUM THRESHOLD. 5) 1/2" THRESHOLD AT ALL 6ROUND FLOOR UNITS. 6) 1/2" THRESHOLD AT ALL HANDICAP UNITS. 1) 3/4' THRESHOLD AT ALL UPPER FLOOR UNIT5 8) LOCKS ON DOORS IN NEAN5 OF Er-RE-55 SHALL NOT REQUIRE USE OF KEY OR SPECIAL KNOR-ED6E. AAI AN 02 MAINTENANCE ROOF PLAN SCALE: 1/8' - 1'-0' REFER TO SHEET Al FOR GENERAL NOTES. REFALLEDIM� 51ON5 ARE ROM FAGS OF STUD TO FAGS OF 55TUD. MENTS. 01 MAINTENANCE FLOOR PLAN 50AL.E: 1/4' = 1'-0' ' 5... Ki, .3w LO j Y t s.. ]. car' II L, .) ./ :. Campus Village Communities CAMPUS" VILLAGE AT COLLEGE STATION 1711 HARVEY MITCHELL PARKWAY SOUTH COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW SET 03/15/10 ISSUED FOR PERMIT 04/15/10 I^1AIl "F _ 05121AO 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972 .7 . 1010 www.obrienarch.com SHEET NO. MT1 MAINTENANCE PLANS COPYRIGHTQc 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN A I • ' �6 B N = I b, I 00 Dc- ,Vr- 07/S3.01 D E I F cV _ 1 = G in N H = J N L I DL- 07/S3.01 i 00 M N I 3 4 5 6 7 8 9 10 11 12 13 14 15 33'- " 52'-1" -2" 34'-11" 30'-0" 34'-11" 01 16'-7" 16'-7 12'-0" '- " 6'-7" 16'-7" 16' 7" 1'-2" 11 EQ1SP 17 EQ SIR 11 Q SP 6" 1'-2" 1'-2" 0 ri 6 " (n 6" r. o o O Ki Cnn r F-- I I I I I I I I i t I I I `� I I 36' + I I I I 5'- " I I 7'- I I 5' 2i" I I I I 36' 1Y" I I `� I a II II II II II II= II II r----- I F_ 7 F__1r---- � r----I r — — — — —. F_ � r------ r-----1 I-----� TYP I I I I t I I I I I 14 0" NU I I I I I I I o9 s3.c os/s .01 I I I I I I L, ,J I I I I � L — — — — —J L--J L_J L---� L_J —o _� �_� ----J L----J L----J --- I '09-12 - 7- '-012'-0" '-11" 6'-711'_lo y4'lo 5= I I I I 5= 6'-Oy= II II II r II II r I II J L__J LJ L_____J L= _� �_ _J L____J L____J I I I 1 1 I I L 1O/S3.01 II I LI r J�-J 1'-6x1'-6 I I 02/S3.01 i t I I I I I I DEPRESSION t I I I I 1 1 AT COLUMNS I L� I I �J RE: 1 o/s3.011 ' I I I — _ — L — — — — —J L_� LJ L---J ---J L — — — — — -I L--� 4� — --� L — — — — —I L-----J --- r-----� —L f� --- _ ,--� r------1 F- —7 1 7 r6--�"-1 I- - -----I --- II II " N II I I I I I I I I I IBARRIERI I I I 1 30 DEdP FOOTING S ON 15 MIL VAPOR . I I I W 2 MAT9 dF REINF 1 . 1. 1 ON .4" COMPACTED SAND. . 5 . 1" I I I I I I I W/ 5 0 12T .C. E.W. 5 I CO RD FF EL W/ GRADING LAN RIBS RUNNING IN THIS AT I Fl�EPLACE I J L I J L 21RECTION SHALL HAVE BOTTOM TENDONS - - -----J L_S ZJ L-• - -- --J L - - - - -J L• ---J L_J L--J L-----J --- - — F — — — — — I F—Z 11 F -—, �----1 r— — — — ——� r�, — r---- — -- ----� --- L J L J I I I I I r I. I I. I 1 F RIBS RUNNING IN THIS I I I DIRECTION SHALL HAVE 2 BOTTOM TENDONS I I I — — L — — — — —J L-----� L--- ---� �� L-- — ----J — —— it II II II II II II II II II I � 09/S.01 L-----J L-----J 1-----J L----J L-----J L---J L-----J 1-----J L-- —J — II II � I1 II II II II II II II - :F N 1 1 i t 1 I 38 TEN Ns I I I I I I I I N 1, rn Jill rn a o r11 1 =. o . . 0 �lCn o 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" COMMUNITY CENTER Ol FOUNDATION PLAN FOLWATION PLAN NOTES: 1. ELEVATIONS GIVEN ARE BASED ON F1rlISFM OOP= IW-W 2 VERIFYALL DOOR OPENING LOCATIONS WITHARCHRECTURAL PLANS O 0 16'-7" 10 NOTE: INTERIOR SHEARWALLS/SHEATHING SHALL EXTEND TO BOTTOM OF DECK. 16'_7" FRAMING PLAN NOM 1 3 1. T.O. PLATE ELEVATION -112 21075= (IJ USS OM*RWISED NOTED 2. PROM SOLD BIID=AT MD4IEGHTOF ALL STUDS. 8. ALL PERIIIiMMRD INTERIOR CORRIDOR WALLS SHALL BE W STWS AT ur m CEMER. ALL OTHER WALL SHALL W 2xSTWS AT 11r ON CENM REFS MARCHIitECRM DRAWNM FOR WALLTYPES. 4. PROVDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POW LOADS. STUD PACKS SHALL EXTEND THE FULL HEGHTOF THE FRAMING DOWN TO THE FOUNDATION. & TRUSS MANUFACTURER SHALL COORDINATE REQU RM MECHAMCAL OPENINGS THROUGH TRUSSES. COMMUNITY CENTER 02 2nd FLOOR FRAMING PLAN SCALE: 1 /8"=1'-O" 0 INDICATES MOMENT CONNX HEADER SCHED TYPE MEMBER H-1 3- 200 H-2 3- 2x6 H-3 3- W H-4 %xl2 GLU-LAM H-5 6x12 2 0 T 00 i bUP , , � , Campus s e ' l s Village Communities CAWUS VELLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 1555LED FOR PERMIT 04/15/10 59UED FOR cowim-nONI 05121AO O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972.788. 1010 www.obdenarch.com ,PEN N �f rn ='s s M KE" L.ESIJE - ENC3INEER REGISTRATION NO.35413 DATE .low SCALD OCI&10 2111W SHEET NO. 13 15 TECHNI STRUCTURES,INC. STRUCTURAL ENGINEERING CONSULTANTS COMMUNITY CENTER 5220 McKinney Avenue PLANS Snits 300 COPYRIGHT © 2010 OBRIEN THESE DRAVANCA OR PARTg Dallas, Texas 75205 THEREOF. MAY NOT BE REPRODUCED IN ANY FORM, BY ANY 214/S28-1725 (FAX) 214/S28-1728 METHOD. FOR ANY PURPOSE, VWTHOUT PRIORWWrEN IX REG #F2"8 CONSENT FROM 06RIEN 34'-11" 30'-0" 34'-11" 34-11 30'-0" 34'-11" COMMUNITY CENTER Ol ATTIC FRAMING PLAN I*-- INDICATES MOMENT CONNX Vw LT1111 V 111 1 1 1 %."1L111 1 L' L% 02 ROOF FRAMING PLAN SCALE: 1 /8"=1'-O" NOTE: INTERIOR SHEARWALLS/SHEATHING SHALL EXTEND TO BOTTOM OF DECK. FRAMMf3 PLAN NOTES: 1. T.O. PLATE ELEVATION =121F-0" PLESS OTHERWO® NOTED 2. PROVIDE SOLID BLACKING AT MTOFALL STUDS. 3. ALL PERIMETERAND MTERIOR OORRIDORWALLS SHALL SEW STUDSAT 18' ON CENTER. ALLOTHER WALLSHALL BE at STUDS AT 1II.ON CENTER. REFER TOARCHITECRAiAI. DRAWINGS FOR WALLTYPES. 4. PROVIDE STUD PACKS AS NOTED ON PLANS TO SUPPORT POINT LOADS. STUD PACKS SWILL EXTEND THE FULL WRIT OFTHE FRAMING DOWN TO THE FOIX+IDATION. 6. TRUSS WR FACTURER SHALL COORDNN ATE REQUIRED MECHANICAL OPENINGS THROUGH TRUSSES, HEADER SCHED TYPE MEMBER H-1 3- 2x10 H-2 3- 2x6 H-3 3- 2x8 H-4 *12 GLU-LAM H-5 6x12 f . i , Campus m' " Village Communities CAWUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVEIAPIA@lTBY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 15.5UED FOR PERMIT 04/15/10 55uEv FOR CMTIWTIONI 05121AO O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972.788. 1010 www.obdenarch.com 2/ KEITH L.ESUE - ENGINEER REGISTRATION NO.35413 DATE ,ion omlo was F— SHEETW. TECHNI STRUCTURES,INC. C71 STRUCTURAL ENCiINEERINCi CONSULTANTS CO MUNITY CENTER PLANS5220 McKinney Avenue Suite 300 Dallis, Teue 75205 COPYRIGHT ©Soto aswEN THESE DRAwtNcs, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY 214/S28-1725 (FAX) 214/528.1728 METHOD, FOR ANY PURPOSE, wmHour PRIOR wRMEN CONSENT FROM OBRIEN TX REG #F2998 LOAD CENTER SCHEDULE - A MAIN: 125A MLO I VOLTAGE: 240/120 PHASE: 1 WIRE: 31 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 2011 2 3 -- KITCHEN RECEPTACLES 2011 4 5 30/2 DRYER DISHWASHER 2011 6 7 DISPOSAL 20/1 8 9 2011 MICROWAVE OVEN WASHER 2011 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 2011 12 13 -- --- LIGHTS & RECEPTACLES AFCI 20/1 14 15 5>l INDOOR HVAC LIGHTS & RECEPTACLES AFCI 2011 16 17 -- LIGHTS & RECEPTACLES AFCI 2011 18 19 4012 HACR OUTDOOR HVAC SPACE 20 21 - -- SPACE 22 23 ISPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - F MAIN: 125A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 2011 2 3 - - KITCHEN RECEPTACLES 2011 4 5 1 30/2 1 DRYER DISHWASHER 20/1 6 7 -- DISPOSAL 20/1 8 9 2011 MICROWAVE OVEN WASHER 2011 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 2011 12 13 -- LIGHTS & RECEPTACLES AFCI 20/1 14 15 50/ INDOOR HVAC LIGHTS & RECEPTACLES AFCI 2011 16 17 -- LIGHTS & RECEPTACLES AFCI 2011 18 19 4L1/2 HACR OUTDOOR HVAC SPACE 20 21 - - SPACE 22 23 ISPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - K MAIN: 125A MLO I VOLTAGE: 2401120 PHASE: 1 I WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 2011 2 3 KITCHEN RECEPTACLES 2011 4 5 30/2 DRYER DISHWASHER 2011 6 7 DISPOSAL 2011 8 9 2011 MICROWAVE OVEN WASHER 2011 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 2011 12 13 -- LIGHTS & RECEPTACLES AFCI 2011 14 15 4x/ 2 1 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 2011 16 17 - --- LIGHTS & RECEPTACLES AFCI 2011 18 19 401'2 HACR OUTDOOR HVAC SPACE 20 21 --- SPACE 22 23 ISPACE SPACE L.L4 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. U NIT "A" SQUARE FOOTAGE 919 SF X 3 VA/SF 2.8 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 28.3 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 18.3 KVA X 40 % 7.3 KVA HVAC (HEAT PUMP) 6.0 KVA X 100 % 6.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 23.3 KVA VOLTAGE: 240/120 PHASE: 1 97.1 AMPS UNIT11111 SQUARE FOOTAGE 1560 SF X 3 VA/SF 4.7 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 30.2 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 20.2 KVA X 40 % 8.1 KVA HVAC (HEAT PUMP) 12.0 KVA X 100 % 12.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 30.1 KVA VOLTAGE: 240/120 PHASE: 1 125.3 AMPS UNIT "B" SQUARE FOOTAGE 1107 SF X 3 VA/SF 3.3 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 28.8 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 18.8 KVA X 40 % 7.5 KVA HVAC (HEAT PUMP) 8.0 KVA X 100 % 8.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 25.5 KVA VOLTAGE: 240/120 PHASE: 1 106.4 AMPS UNIT"J" SQUARE FOOTAGE 1724 SF X 3 VA/SF 5.2 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 30.7 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 20.7 KVA X 40 % 8.3 KVA HVAC (HEAT PUMP) 12.0 KVA X 100 % 12.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 30.3 KVA VOLTAGE: 240/120 PHASE: 1 126.1 AMPS LOAD CENTER SCHEDULE - B MAIN: 125A MLO I VOLTAGE: 240/120 PHASE: 1 WIRE: 31 RECESSED MOUNTED AIC: 101000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 1 50/2 1 RANGE KITCHEN RECEPTACLES 2011 2 3 - -- KITCHEN RECEPTACLES 2011 4 5 30/2 DRYER DISHWASHER 2011 6 7 DISPOSAL 2011 8 9 2011 MICROWAVE OVEN WASHER 2011 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 2011 12 13 -- --- LIGHTS & RECEPTACLES AFCI 2011 14 15 50/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 2011 16 17 -- LIGHTS & RECEPTACLES AFCI 2011 18 19 A0/2 HACR OUTDOOR HVAC SPACE 20 21 - --- SPACE 1 22 23 ISPACE SPACE 1 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - G MAIN: 125A MLO I VOLTAGE: 240/120 PHASE: 1 WIRE: 31 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 2011 2 3 - - KITCHEN RECEPTACLES 2011 4 5 30/2 DRYER DISHWASHER 2011 6 7 -- DISPOSAL 2011 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 -- LIGHTS & RECEPTACLES AFCI 2011 14 15 �,/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 20/1 16 17 - - LIGHTS & RECEPTACLES AFCI 2011 18 19 40/2 HACR OUTDOOR HVAC SPACE 20 21 - SPACE 22 23 SPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - L MAIN: 125A MLO I VOLTAGE: 240/120 PHASE: 1 WIRE: 31 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 KITCHEN RECEPTACLES 2011 4 5 30/2 DRYER DISHWASHER 2011 6 7 DISPOSAL 2011 8 9 2011 MICROWAVE OVEN WASHER 2011 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 . --- LIGHTS & RECEPTACLES AFCI 2011 14 15 50/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 2011 16 17 - - LIGHTS & RECEPTACLES AFCI 2011 18 19 40/2 HACR OUTDOOR HVAC SPACE 20 21 --- SPACE 22 23 ISPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. UNIT "C" SQUARE FOOTAGE 1326 SF X 3 VA/SF 4.0 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 29.5 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 19.5 KVA X 40 % 7.8 KVA HVAC (HEAT PUMP) 10.0 KVA X 100 % 10.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 27.8 KVA VOLTAGE: 240/120 PHASE: 1 115.8 AMPS UNIT "K" SQUARE FOOTAGE 568 SF X 3 VA/SF 1.7 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 27.2 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 17.2 KVA X 40 % 6.9 KVA HVAC (HEAT PUMP) 5.0 KVA X 100 % 5.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 21.9 KVA VOLTAGE: 240/120 PHASE: 1 91.2 AMPS LOAD CENTER SCHEDULE - C MAIN: 125A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 31 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 2011 2 3 KITCHEN RECEPTACLES 2011 4 5 30/2 DRYER DISHWASHER 2011 6 7 - DISPOSAL 2011 8 9 2011 MICROWAVE OVEN WASHER 2011 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 2011 12 13 -- LIGHTS & RECEPTACLES AFCI 2011 14 15 rrC12 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 2011 16 17 -- --- LIGHTS & RECEPTACLES AFCI 2011 18 19 40.12 HACR OUTDOOR HVAC SPACE 20 21 - SPACE 22 23 ISPACE SPACE 1 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - H MAIN: 125A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 2011 2 3 KITCHEN RECEPTACLES 2011 4 5 30/2 DRYER DISHWASHER 2011 6 7 - - DISPOSAL 2011 8 9 2011 MICROWAVE OVEN WASHER 2011 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 2011 12 13 - - LIGHTS -RECEPTACLES AFCI 2011 14 15 5 12 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 2011 16 17 -- - LIGHTS & RECEPTACLES AFCI 2011 18 19 4012 HACR OUTDOOR HVAC SPACE 20 21 SPACE 22 23 ISPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - M MAIN: 125A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLEI I CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 2011 2 3 -- KITCHEN RECEPTACLES 2011 4 5 30/2 DRYER DISHWASHER 1 2011 6 7 DISPOSAL 2011 8 9 2011 MICROWAVE OVEN WASHER 2011 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 2011 12 13 -- --- LIGHTS & RECEPTACLES AFCI 2011 14 15 ' : !2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 2011 16 17 LIGHTS & RECEPTACLES AFCI 2011 18 19 40/2 HACR OUTDOOR HVAC SPACE 20 21 --- SPACE 22 23 SPACE I SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. UNIT "D" SQUARE FOOTAGE 1123 SF X 3 VA/SF 3.4 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 28.9 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 18.9 KVA X 40 % 7.5 KVA HVAC (HEAT PUMP) 8.0 KVA X 100 % 8.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 25.5 KVA VOLTAGE: 240/120 PHASE: 1 106.4 AMPS UNIT "L" SQUARE FOOTAGE 799 SF X 3 VA/SF 2.4 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 27.9 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 17.9 KVA X 40 % 7.2 KVA HVAC (HEAT PUMP) 6.0 KVA X 100 % 6.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 23.2 KVA VOLTAGE: 240/120 PHASE: 1 96.5 AMPS UNIT "E" SQUARE FOOTAGE 1356 SF X 3 VA/SF 4.1 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 29.6 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 19.6 KVA X 40 % 7.8 KVA HVAC (HEAT PUMP) 10.0 KVA X 100 % 10.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 27.8 KVA VOLTAGE: 240/120 PHASE: 1 115.9 AMPS UNIT I'M" SQUARE FOOTAGE 1044 SF X 3 VA/SF 3.1 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 28.6 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 18.6 KVA X 40 % 7.5 KVA HVAC (HEAT PUMP) 8.0 KVA X 100 % 8.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 25.5 KVA VOLTAGE: 240/120 PHASE: 1 106.1 AMPS LOAD CENTER SCHEDULE - D MAIN: 125A MLO I VOLTAGE: 240/120 PHASE: 1 WIRE: 31 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 2011 2 3 --- KITCHEN RECEPTACLES 2011 4 5 30/2 DRYER DISHWASHER 2011 6 7 --- DISPOSAL 2011 8 9 2011 MICROWAVE OVEN WASHER 2011 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 2011 12 13 LIGHTS & RECEPTACLES AFCI 2011 14 15 50/ 2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 2011 16 17 -- LLIZPACE LIGHTS & RECEPTACLES AFCI 2011 18 19 4.,,.%2 HACR OUTDOOR HVAC 20 21 --- %SPACE SPACE 22 23 ISPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - I MAIN: 150A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 --- KITCHEN RECEPTACLES 2011 4 5 30/2 DRYER DISHWASHER 20/1 6 7 - DISPOSAL 2011 8 9 2011 MICROWAVE OVEN WASHER 2011 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 2011 12 13 LIGHTS & RECEPTACLES AFCI 2011 14 15 501`2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 2011 16 17 -- LIGHTS & RECEPTACLES AFCI 2011 18 19 40. HACR OUTDOOR HVAC SPACE 20 21 -- 9SPACE SPACE 22 23 SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - N MAIN: 150A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 2011 2 3 KITCHEN RECEPTACLES 2011 4 5 30/2 DRYER DISHWASHER 2011 6 7 DISPOSAL 2011 8 9 20/1 MICROWAVE OVEN WASHER 20/1 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12 13 LIGHTS & RECEPTACLES AFCI 2011 14 15 5112 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 2011 16 17 -- LIGHTS & RECEPTACLES AFCI 2011 18 19 40/2 HACR OUTDOOR HVAC SPACE 20 21 SPACE 22 23 SPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. UNIT "F" SQUARE FOOTAGE 1328 SF X 3 VA/SF 4.0 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 29.5 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 19.5 KVA X 40 % 7.8 KVA HVAC (HEAT PUMP) 10.0 KVA X 100 % 10.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 27.8 KVA VOLTAGE: 240/120 PHASE: 1 115.8 AMPS UNIT "N" SQUARE FOOTAGE 1559 SF X 3 VA/SF 4.7 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 30.2 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 20.2 KVA X 40 % 8.1 KVA HVAC (HEAT PUMP) 12.0 KVA X 100 % 12.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 30.1 KVA VOLTAGE:.240/120 PHASE: 1 125.3 AMPS LOAD CENTER SCHEDULE - E MAIN: 125A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 2011 2 3 KITCHEN RECEPTACLES 2011 4 5 30/2 DRYER DISHWASHER 2011 6 7 DISPOSAL 2011 8 9 2011 MICROWAVE OVEN WASHER 2011 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 2011 12 13 -- --• LIGHTS & RECEPTACLES AFCI 2011 14 15 550/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 2011 16 17 LIGHTS & RECEPTACLES AFCI 2011 18 19 40i2 HACR OUTDOOR HVAC SPACE 20 21 SPACE 22 23 SPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - J MAIN: 150A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 20/1 2 3 - KITCHEN RECEPTACLES 2011 4 5 30/2 DRYER DISHWASHER 2011 6 7 DISPOSAL 2011 8 9 2011 MICROWAVE OVEN WASHER 2011 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 2011 12 13 -- LIGHTS & RECEPTACLES AFCI 20/1 14 15 4.)/ 2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 2 . 16 17 --- LIGHTS & RECEPTACLES AFCI 2011 18 19 4;12 HACR OUTDOOR HVAC AH-J 20 21 1 ISPACE 22 23 SPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. LOAD CENTER SCHEDULE - O MAIN: 125A MLO VOLTAGE: 240/120 PHASE: 1 WIRE: 3 RECESSED MOUNTED AIC: 10,000 CKT # TRIP POLE BKR TYPE DESCRIPTION PHASE DESCRIPTION BKR TYPE TRIP POLE CKT # A B 1 50/2 RANGE KITCHEN RECEPTACLES 2011 2 3 - KITCHEN RECEPTACLES 2011 4 5 30/2 DRYER DISHWASHER 2011 6 7 DISPOSAL 2011 8 9 2011 MICROWAVE OVEN WASHER 2011 10 11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 2011 12 13 -- - LIGHTS & RECEPTACLES AFCI 20/1 14 15 500/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 2011 16 17 -- --- LIGHTS & RECEPTACLES AFCI 2011 18 19 40/2 HACR OUTDOOR HVAC SPACE 20 21 - SPACE 22 23 SPACE SPACE 24 NOTES: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY. UNIT "G" SQUARE FOOTAGE 664 SF X 3 VA/SF 2.0 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 27.5 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 17.5 KVA X 40 % 7.0 KVA HVAC (HEAT PUMP) 5.0 KVA X 100 % 5.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 22.0 KVA VOLTAGE: 240/120 PHASE: 1 91.7 AMPS UNIT "O" SQUARE FOOTAGE 437 SF X 3 VA/SF 1.3 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 5000 VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 4500 VA 4.5 KVA SUBTOTAL 26.8 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 16.8 KVA X 40 % 6.7 KVA HVAC (HEAT PUMP) 5.0 KVA X 100 % 5.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 21.7 KVA VOLTAGE: 240/120 PHASE: 1 90.5 AMPS UNIT "H11 SQUARE FOOTAGE 664 SF X 3 VA/SF 2.0 KVA KITCHEN/LAUNDRY 4500 VA 4.5 KVA RANGES 8000 VA 8.0 KVA DRYERS 50DO VA 5.0 KVA DISPOSALS 800 VA 0.8 KVA DISHWASHERS 1200 VA 1.2 KVA MICROWAVE/HOOD 1500 VA 1.5 KVA WATER HEATERS 45DO VA 4.5 KVA SUBTOTAL 27.5 KVA DEMAND FACTOR 1ST 10 KW 10.0 KVA X 100 % 10.0 KVA REMAINDER 17.5 KVA X 40 % 7.0 KVA HVAC (HEAT PUMP) 5.0 KVA X 100 % 5.0 KVA HVAC (COOLING) N/A KVA X 100 % KVA HVAC (HEATING) N/A KVA X 65 % KVA N.E.C. 220-82 TOTAL 22.0 KVA VOLTAGE: 240/120 PHASE: 1 91.7 AMPS Campus Village J Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 159 ED FOR PERMIT 04/15/10 55UED FOR wN5757I005/21/10 O' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com y0 DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. EO.7 Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Ll Texas Firm Registration # F-4990 COPYRIGHT © 2010 JORDAN do SKALA ENGINEERS, INC. ELECTRICAL SCHEDULES COPYRIGHTQ2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN i C (WP) 4 UNIT B - HC PLAN SCALE: 1/4" = 1'-0" C (WP) 2 UNIT A - HC PLAN SCALE: 1 /4" = 1'-0" KEY NOTES: O SMOKE DETECTORS SHALL BE 120V WITH BATTERY BACK UP AND HAVE BUILT—IN STROBES IN ADAPTABLE UNITS. DETECTORS SHALL BE NO LESS THAN 36" FROM A BATHROOM DOOR, SUPPLY AIR REGISTER, OR TIP OF A CEILING FAN BLADE. O2 CONTRACTOR SHALL FURNISH AND INSTALL A NEMA 14-30R RECEPTACLE AND CIRCUIT OF 3#10, #10G. FOR DRYER. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT ACTUALLY FURNISHED. O3 CONTRACTOR SHALL FURNISH AND INSTALL A NEMA 5-20R RECEPTACLE AND CIRCUIT OF 2#12, #12G. FOR WASHER. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT ACTUALLY FURNISHED. O4 CONTRACTOR SHALL FURNISH AND INSTALL A 30—AMP, 2—POLE NEMA 1 DISCONNECT AND CIRCUIT OF 2#10, 1 #10G FOR WATER HEATER. UNIT 'Cl' WILL REQUIRE A 60—AMP, 2—POLE NEMA 1 DISCONNECT AND CIRCUIT OF 2#8, 1 #10G. 50 PROVIDE U.L. LISTED NEMA DISCONNECT TO AHU. SEE MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR ELECTRICAL INSTALLATION AND DISCONNECT REQUIREMENTS, A LOCK —OFF CIRCUIT BREAKER MAY BE USED INSTEAD OF A DISCONNECT SWITCH WHERE APPROVED BY THE AUTHORITY HAVING JURISDICTION. O6 CONTRACTOR SHALL FURNISH AND INSTALL SWITCH AND SINGLE RECEPTACLE FOR DISPOSAL. FOR HANDICAP UNITS, DISPOSAL SHALL BE HARDWIRED AND SWITCH SHALL BE MOUNTED WITHIN CABINET BELOW. 7O PROVIDE SINGLE 20A RECEPTACLE IN CABINETRY FOR CONNECTION TO MICROWAVE/HOOD COMBINATION. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT ACTUALLY FURNISHED. O8 CONTRACTOR SHALL FURNISH AND INSTALL A NEMA 14-50R RECEPTACLE AND CIRCUIT .OF 3#6, #10G. FOR RANGE/OVEN. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT ACTUALLY FURNISHED. O9 PROVIDE CEILING FAN RATED JUNCTION BOX. PROVIDE SEPARATE SWITCHES FOR FAN AND LIGHT KIT. PROVIDE FAN 'UF' IN WING ROOM AND CEILING FIXTURE 'UE' IN BED ROOMS, TYPICAL. 10 CONTRACTOR SHALL INSTALL LOAD CENTER PANEL FLUSH MOUNTED. INSTALLATION SHALL MAINTAIN FIRE RATING OF WALL, WHERE APPLICABLE. 11 TELECOMMUNICATIONS STRUCTURED MEDIA CENTER PANEL (MP) AND RECEPTACLE. HOMERUN MEDIA PANEL TO TELEPHONE AND CAN SERVICE BACKBOARDS (DEMARC LOCATION(S)). 12 PROVIDE PENINSULA/ISLAND RECEPTACLE MAX. 12" BELOW TOP OF COUNTER, IF/WHERE COUNTER BACKSPLASH DOES NOT AFFORD HORIZONTAL MOUNTING OF RECEPTACLE. 13 TELEPHONE/DATA AND CAN OUTLETS SHALL HOMERUN TO STRUCTURED MEDIA CENTER. GENERAL NOTES: 1. REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR ALL HVAC INFORMATION. 2. FOR HANDICAPPED UNITS, RANGE HOOD AND DISPOSAL SWITCHES ARE TO BE MOUNTED MAXIMUM 44" A.F.F. 3. RECEPTACLES SERVING LAUNDRY, KITCHEN, AND BATHROOM COUNTERS/BASINS TO BE GFCI PROTECTED. 4. WITHIN ALL HANDICAP ACCESSIBLE UNITS, ALL AUDIBLE FIRE ALARM DEVICES SHALL HAVE INTEGRAL VISUAL NOTIFICATION. 5. WALL -MOUNTED SMOKE DETECTORS SHALL BE INSTALLED WITH THE TOP OF THE DETECTOR 4" TO 12" FROM THE CEILING. 6. EACH BATHROOM SHALL HAVE A SEPARATE CIRCUIT FOR ALL OUTLETS AND EQUIPMENT LOCATED WITHIN THE BATHROOM. NO OTHER DEVICES WITHIN THE DWELLING UNIT SHALL BE CONNECTED TO THIS CIRCUIT. 7. CONTRACTOR SHALL PROVIDE AND INSTALL FIRE ALARM STROBES WITHIN ALL HANDICAP UNIT BATHROOMS. 8. CONTRACTOR SHALL PROVIDE (4) CONDUCTORS TO SWITCH LOCATIONS IN BEDROOMS AND LIVING ROOMS FOR FUTURE CEILING FANS AND LIGHT KITS TO BE SWITCHED SEPARATELY. 9. BASE BID PATIO/BALCONY LIGHTING SHALL CONNECT DIRECTLY TO 'HOUSE' PANEL AND SHALL BE CONTROLLED BY PHOTOCELL AND TIME CLOCK WITH OTHER EXTERIOR BUILDING LIGHTING. ALTERNATE BID SHALL INCLUDE PATIO LIGHTING AS SHOWN, CONNECTED TO APARTMENT LOAD CENTER AND CONTROLLED BY LOCAL WALL SWITCH WITHIN APARTMENT. 10. ELEC/ENVIRONMENTAL CONTROLS REQUIREMENTS FOR ANSI AND FAIR HOUSING: A. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS: ITEMS MUST BE POSITIONED SO THAT CONTROLS SHALL BE LOCATED NOT HIGHER THAN 48" A.F.F. (TO HIGHEST OPERABLE POSITION). B. ELECTRICAL OUTLETS SHALL BE MOUNTED SO THAT THE MINIMUM HEIGHT IS 15" A.F.F. C. CONTROLS AND/OR OUTLETS SHALL BE MOUNTED NOT HIGHER THAN 44" A.F.F. TO LOWEST OUTLETS WHEN WIDTH OF THE COUNTERTOPS ARE 20" MIN. AND 25" MAX. 11. ALL WORK WITHIN DWELLING UNITS MUST CONFORM TO NEC 2008 ARTICLE 210.12 (ARC -FAULT PROTECTION) AND ARTICLE 406.11 (TAMPER -RESISTANT RECEPTACLES). PROVIDE ACCORDINGLY IN ALL REQUIRED AREAS. 12. BATH EXHAUST FANS SHOWN ON MECHANICAL DRAWINGS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 13. DATA / TV OUTLETS SHALL BE AS FOLLOWS: a. LIVING ROOM: LEVITON 4-JACK IN SINGLE GANG BOX WITH THREE (3) BLUE AND ONE (1) RED JACKS. b. BEDROOMS: LEVITON 3-JACK IN SINGLE GANG BOX WITH TWO (2) BLUE AND ONE (1) RED JACKS. C. KITCHEN: LEVITON 2-JACK IN SINGLE GANG BOX WITH TWO (2) BLUE JACKS. BLUE JACK: DATA - LEVITON #6110-RL6 RED JACK: TV - LEVITON #6110-RR6 MEDIA PANEL (M.P.) REQUIRES ONE (1) 120V POWER. WP 7 C (WP)\ 3 UNIT B PLAN SCALE: 1 /4" = 1'-0" C (WP) 1 UNIT A PLAN SCALE: 1 /4" = 1'-0" 1Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEW 5ET 03/15/10 155UED FOR PERMIT 04/15/10 55UM FOR GON5TRUGTIO OS/ wo 0' B R I E N 5310 HARVEST HILL RD. SUITE 136 DALLAS, TEXAS 75230 972 . 788. 1010 www.obrienarch.com MARK N. BIGBIE ..:..................... •,••�83876 1s�i�alO At-.6= DATE: JOB: SCALE: 04.15.10 29093 SHEET NO. Jordan & Skala Engineers, Inc. Project Number - 1030009 14240 MIDWAY RD., SUITE 350 DALLAS, TX 75244-5138 PHONE (469)385-1616 FAX (469)385-1615 Texas Firm Registration # F-4990 COPYRIGHT 0 2010 JORDAN do SKALA ENGINEERS, INC. $-\ - \t 4 1 IN Uul, NJ' Campus Village Communities CAMPUS VILLAGE AT COLLEGE STATION COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG NO. DESCRIPTION DATE 50% REVIEN 5ET 03/15/10, 155UED FOR PERMIT 04/15/10 159)EE? FOR GON5TRUGTIO4 05/21/10 -------------- - ---- - - - ------- - - - - - --------- - - -- - ---- - ------ K, 0 47- .... . .... ..... ........ .................................................. ........ .............. RE: SITE PLAN FOR 7, t 0 ........... -------- --- CONTINUATION ............... GENERAL NOTES: KEYED NOTES: IT Device Key 'CD' (OR 'CDE'), PROVIDE GROUND BUS BAR 12" x 4" x 1/4" STANDARD Cu WITH PRE —DRILLED ............. . ....... J2 ... Qu .... GPQUND TO. ............... ... ............... ... ......... .......... ... .... ............... ... ............... ... ............... ... ........... ... .. ..... ....... ... ......... 1. ALL DOWNLIGHT (CAN LIGHT) FIXTURES SHALL BE TYPE (1) CAT6 RE: SITE PLAN FOR S.E. GROUND THIS ROOM UNO. TERMINATION/LUG LANDING HOLES, ISOLATED STANDOFFS, ETC. RE: 6/EO.4. CONTINUATION (2) CAT6 .................................................... ------- ------- .. . . .. .. .. .... . .................................... .................. I ...................................... ........................... 2. ALL 2'X2' LAY —IN FLUORESCENT LIGHT FIXTURES SHALL BE TYPE 'CA' (OR LINE ALL WALLS IN THIS ROOM WITH 3/4"0'xS' PLYWOOD BACKBOARDS; OSB BEHIND (3) CAT6 PROVIDE TIME —DELAY, PRE74CTION t M260) SYSTEM, 'CAE'), UNO. DRYWALL, TYPICAL. L5-30R AT CEILING FOR IT RACK BELOW; 'DRY' EXTINGUISHING (F] &4 (4) CAT6 PROVIDE 3#10, 1#10G, 1#10IG IN 3/4-C THIS ROOM, TIED TO r/A SYSTEM FOR EACH OUTLET, WITH DEDICATED 30/2 ........... AY— (2) RG6 COAX 3. ALL EXIT SIGNS SHALL BE TYPE 'CX', UNO. RECEPTACLE MAX. 12" BELOW TOP OF COUNTER, IF/WHERE CIRCUIT, TYPICAL (RE: PANEL SCHEDULt) 061 (2) CAT6 -rumrr 7N Annur r-AnLl r)Ar'V 1 ILMEM0 PROVIDE PENINSULA/ISLAND ..... . ........ .. ........ ... ............ .......... ......... . . ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . .. . .. .... . .. .. . . . . . . . . . .. ... .. .. .. .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ITY S CUR CCE S CONTRO, PANEL; w J 2 COORDINATE REQUIREMENTS;: WITH CVCS I.T. EPO PUSHBUTTON;: RE: RISER DIAGRAM. 40OA: DISC. SW. PROVIDE DOUBLE -GANG BOX WITH MAINT. BYPASS SWITCH 'G. 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E3.61 COMMUNITY CENTER PLAN COPYRIGHT 02010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BYANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN Y ;V£ayk �'''ss,%Mf;b`owy 7 F1£y Y'{ iF: /�/-, Campu: / Village 2D 3 (4) 5 (6) C7) 8 9 10 11 12 D13 Communities 1 CAMPUS VILLAG IIb'-I" OVERALL DIMS. II'-5 1/4' S'-I 3/4" 9'-10 1/2' b'-8 1/2' 2'-3 1/2' 12'-O' '-3 I/2" b'-8 1/2' 9'-10 I/2r I6'-7" I6'-7' GRID LINE DIMS. - - - - - - - - - - - - - - - - - 9 - - - - - - - - - --------_---------- ---------i----------------- i ------------------------------------- ---� I I I I I I I I o I I I I i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I6-1' 1 1 I6'-7" L AT COLLEGE STATION I 1711 HARVEY MITCHELI PARKWAY SOUTH COLLEGE STATION, I TEXAS _ B A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ISSUE LOG �I NO. DESCRIPTION DX 50% REVIEW SET 03/IC IS�.�UED FOR PERMIT 04/It I I � 05/2. 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SUITE 136 DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com A y * d► 4916 0� OF 46mdw� JOHN O'BRIEN - ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 04.15.10 29093 114" = 1'=0" SHEET NO. ul c t00% COMMUNITY CENTER PLAN COPYRIGHT©2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN CONSENT FROM O'BRIEN 6 101 102 103 104 105 106 107 IOb 10q 110 LL� LLiLl LL-j- LLF--] BUILDING 14 FIRST FLOOR NOT TO SCALE TYPE `J F-F 101 102 103 104 105 106 107 lob 101 102 103 104 los 106 BUILDING 13 FIRST FLOOR BUILDING 12 FIRST NOT TO SCALE TYPE IV NOT TO 50ALE TYPE IV F-1 F-F F-F FJ F-F F-F-� - 101 102 103 104 105 106 107 105 101 102 103 104 105 106 -1 Li r-j BUILDING 11 FIRST FLOOR BUILDING 10 FIRST r 107 lob FLOOR F-F-� 107 lob L-L-� FLOOR 20b 201 lob 107 F-F—� F-F F 101 102 103 104 105 106 107 lob LL—� LL-� LL� L-L-� BUILDING 9 FIRST FLOOR 210 =L7 20Q 201 202 206 205- 204 203 BUILDING 16 SECOND FLOOR NOT TO 50ALE TYPE III loci 101 102 106 105 104 103 BUILDING 16 FIRST FLOOR NOT TO SCALE TYPE III Fj 101 102 103 104 105 lob 101 lob LL-� LL� LL-� LL-� BUILDING 8 FIRST FLOOR 20b 20q 201 206 lob loci 10-1 106 F' 101 102 103 104 105 106 107 IOb L-L� LL� L�-� L-L-� BUILDING 7 FIRST FLOOR 210 201 202 205 204 203 Lj155UED BUILDING 15 SECOND FLOOR NOT TO 50ALE TYPE III 101 102 105 104 103 BUILDING 15 FIRST FLOOR NOT TO SCALE TYPE III F-F -1 101 102 103 104 105 106 107 IObF-] BUILDING 6 FIRST FLOOR I/ I I r r%rX V G 1 IVI I I I.#fI CLL PARKWAY SOUTH COLLEGE STATION, TEXAS A DEVELOPMENT BY: CADDIS DEVELOPMENT GROUP, LLC ` I i I I. I. i i I. I , ISSUE LOG NO. DESCRIPTION DATE 50% REnEw SET 03/15/10 FOR PERMIT 04/15/1 A 05/21AO NOT TO SCALE TYPE IV NOT TO SCALE TYPE IV NOT TO SCALE TYPE IV NOT TO SCALE TYPE IV NOT TO 50ALE TYPE IV NOT TO 50ALE TYPE IV i 303 304 302 303 303 304 302 303 302 303 F] 301 305 301 304 301 305 301 304 301 304.............. ................ _j— i O' B R I E N 5310 HARVEST H ILL RD. BUILDING 5 THIRD FLOOR BUILDING 4 THIRD FLOOR BUILDING 3 THIRD FLOOR BUILDING 2 THIRD FLOOR BUILDING 1 THIRD FLOOR SUITE 136 I ` NOT TO SCALE TYPE II NOT TO SCALE TYPE I NOT TO SCALE TYPE II NOT TO SCALE TYPE I NOT TO SCALE TYPE I DALLAS, TEXAS 75230 972. 788. 1010 www.obrienarch.com q 203 204 202 203 203 204 202 203 202 203 -L-7 D C ♦r r 201 205 201 204 201 205 201 204 201 204F F y d► 4%6 9 BUILDING 5 SECOND FLOOR BUILDING 4 SECOND FLOOR BUILDING 3 SECOND FLOOR BUILDING 2 SECOND FLOOR BUILDING 1 SECOND FLOOR NOT TO SCALE TYPE II NOT TO SCALE TYPE I NOT TO 56ALE TYPE II NOT TO SCALE TYPE I NOT TO SCALE TYPE I , JOHN O'BRIEN — ARCHITECT REGISTRATION NO.4916 DATE: JOB: SCALE: 103 104 102 103 103 104 102 103 102 103 04.15.10 29093 AS NOTED ' SHEET NO. wl j 102 101 105 101 104 102 101 105 101 104 101 104 , o UNIT KEY PLAN s 1 BUILDING 5 FIRST FLOOR BUILDING 4 FIRST FLOOR BUILDING 3 FIRST FLOOR BUILDING 2 FIRST FLOOR BUILDING 1 FIRST FLOOR COPYRIGHT@ 2010 OBRIEN THESE DRAWINGS, OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE, WITHOUT PRIOR WRITTEN " NOT TO SCALE TYPE II NOT TO SCALE TYPE I NOT TO SCALE TYPE II NOT TO SCALE TYPE I NOT TO SCALE TYPE I CONSENT FROM O'BRIEN