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Home My WebLink AboutDrawingsIA►eL--f 1=11oxiatinn W ■ vv� .�■.. �.-- - SCALE: 1/8" = 1'-0" South Elevation C Sc 1'-0" North Elevation SCALE: 1/8" = 1'-0" BRICK //-n or L)"'0 CAST STONE 280 SF 19% STUCCO 314 SF 21% GLASS 116 SF 8% DOOR 27 SF 2% PS -1 FB -1 AR -2 AR -1 Awlys AR -3 MC -1 EXTERIOR MATERIALS SCHEDULE 50% PROJECT # 09-521.A 280 SF Code Material Manufacturer Descri tion Color Remarks 116 SF 8% REQUIRED BY CODE. EXTERIOR & VENEER 23 5/8" X 7 PECAN ENTRY AND WAINSCOT APS-1 R-1 • AR -1 STONE ARRISCRAFT 5/8" X 3 5/8" SMOOTH FACED 3 VITH ARCRITE T. IES G. ALL REVEALS, EXPANSION JOINTS, & MIS INTERIOR DESIGN EDI EP -2 ADJACENT MATERIAL COLOR, U.N.O. EXTERIOR & VENEER 23 5/8" X 3 PECAN ENTRY AND WAINSCOT AR -2 MC -1 2'-4„ 2425 WEST LOOP SOUTH AR -2 STONE ARRISCRAFT -5/8" X 3 5/8" SMOOTH FACED -- r 0.STONE SUITE 665 EXTERIOR & VENEER 23 5/8" X 7 PECAN ENTRY PARAPET CAP ® AR -3 STONE ARRISCRAFT 5/8" X 3 5/8" SMOOTH FACED FAX 713-552-9810 - 11 - 713-552-0707 TI A SQ FOOTAGE- MB CANOPY WWW.MGARCHITECTS.COM PROVIDE 3' X3' SAMPLE IN FIELD. BI ICK 270 SF 68% INTEGRALLY COLORED CONCRETE DARK GRAY #C-34 ACCESSIBLE RAMPS NE 14 SF 4% CC -1 COLORED CONCRETE LM SCOFIELD WITH SEALER RE: A-101 AND A-102 CONSULTANTS 2. SIGNAGE, PROVIDE JUNCTION BOX FOR ELE RICAL SI WS -1 lEHP-1 1 WITH SIGN COMPANY. CS -1 CAST STONE STRUCTURAL ENGINEER: EXTERIOR & VENEER TO MATCH AR -1 ENTRY COLUMNS SITEWORKS I � JJJ ❑ M/E/P/ ENGINEER: 6. SUNSHADE, RE: B3/A-515 Henderson Engineers 7. DECORATIVE CAN6PY'� —A2/A-515 2250LR - 7 1/4" X 2 1/4"WITH CLEAR ANODIZED AT ENTRY ONLY _ 8. ARCHITECTURAL ALUMINUM GRILLE 1'-4" H X " 0" W, PA FBA AR -2 ' CW -1 CURTAIN WALL KAWNEER REQUIRED REINFORCING ALUMINUM 10. 8" PIN MOUNTED ALUMINUM LETTERS BYi. 06/12/09 'DE 11. RECESSED BRICK DETAIL, TYPICAL AT EACH 'ILASTER FB -1 EP -1 EXTERIOR PAINT SHERWIN WILLIAMS SEE COATING SCHEDULE TBS- TO MATCH BRICK EXTERIOR H.M. DOOR 13. PLASTER CONTROL JOINTS EQUALLY SPAC 00 O , 0 W0 0000, FP -2 EXTERIOR PAINT SHERWIN WILLIAMS SEE COATING SCHEDULE SW7025 BACKDROP BOLLARDS, PIPE RAIL oM ° o° V EP -3 EXTERIOR PAINT SHERWIN WILLIAMS SEE COATING SCHEDULE TO MATCH AR -1 FLASHING i EXTERIOR HIGH SHERWIN WILLIAMS SEE HIGH PERFORMANCE TO MATCH MR 1 CANOPY GALVANIZED STEEL, PAINTED CS -1 GL -3 GLA SF -1 EHP-1 PERFORMANCE PAINT SYSTEMS SCHEDULE VERTICAL SQ. FOOTAGE EHP 2 EXTERIOR HIGH PERFORMANCE PAINT SHERWIN WILLIAMS SEE HIGH PERFORMANCE SYSTEMS SCHEDULE BRICK 348 SF 27% CAST STONE 392 SF 31 % BRICK MODULAR OCEAN SANDS FIELD BRICK, NOTE 3 TT CLAY GLASS 451 SF 36% • FB -1 FACE PRODUCTS STUCCO 79 SF 6% - PPG 1" INSULATED TINTED LOW E SOLARBAN Z50 Gray NOTE 1 RE: SHEET A-603 GL -1 GLASS SCUPPER 1" INSULATED SPANDREL MATCH SOLARBAN FRITTED PANEL #3 SURFACE SPANDREL GLASS PPG Z50 Gray PS -1 8 �EL-13 SGS SOLOMON GRIND SEE PROJECT MANUAL OLOR TBS COLOR- NOTE 3 HAND TQOLED JOI NT .............. MORTAR EHP-1 MC -1 MC 1 METAL COPING UNA-CLAD SHEET METAL COPING TO MATCH AR 1 KYNAR 500 PS-1 12" CURVED PANEL, PREWEATHERED KYNAR 500, ENTRY CANOPY •GALVALUME MR -1 METAL ROOFING BERRIDGE FBA SEE PROJECT MANUAL PARAPET TRIM PS -1 PLASTER 10'-4" CLEAR ANODIZED EHP-1 • SF -1 STOREFRONT SYSTEM KAW NEER TRI FAB - II - 451 ALUMINUM DONN ZXA FLAT W HITE INSTALL WITH HOLD DOWN CLIPS SG -1 SOFFIT GRID USG - AR -2 2 X 2 GYPSUM LAY -IN PANEL W ITH WHITE MOTOR BANK SOFFITS IN SG1 SP -1 SOFFIT PANEL USG VINYL FACE,#3260 AR -1 LAP & GAP AT ENTRY CANOPY WS -1 WOOD SOFFIT OR LAMINATED WHERE REQUIRED BY CODE. GLASS IN TO BE 1/4" CLEAR U.N.O. NOTE 1: TEMPERED FOOTAGE -BUILDING - NOTE 2: NOT USED: 3: PROVIDE 2 MATERIAL SAMPLE MOCK UP PANELS OF BRICK OR STONE, CAST STONE, AND EIFS FOR FINAL APPROVAL BY OWNER VERTICAL SQ NOTE MOCK UP SHALL DEMONSTRATE DIFFERING SHADES OF MATERIALS. AND ARCHITECT BEFORE ORDERING MATERIALS. EACH BRICK 823 SF 77% OF COLOR UNLESS NOTED OR AGREED TO OTHERWISE. CAST STONE 141 SF 13% GENERAL NOTE: PROVIDE SAMPLE OF MATERIAL FOR VERIFICATION STUCCO 75 SF 7% GLASS 33 SF 3% fact Flpvation SCALE: 1/8" VERTICAL SQ. FOOTAGE BRICK 725 SF 50% .CAST STONE 280 SF 20% - STUCCO 314 SF 22% GLASS 116 SF 8% AR -2 AR -1 3 15'-11" O. MB PARAPET M.B. CanonFront Elevation SCALE: 1/8" = 1'-0" Ke Notes A. COORDINATE WITH BANK EQUIPMENT SUPP 1, IER(B.E. ) ARCHITECTURE RIOR MA ° CUM �'°� LS SCHEDULE C. PROVIDE SAFETY GLASS IN ENTRY DOOR A D SIDE LI 10'-0° PLANNING AND/OR LOCATIONS REQUIRED BY CODE. —___'�B.O. M.B. SOFFIT 0 I L DEVIiES MATCH ADJACENT MATERIALS. - IOR GR, DE YWOOD IN LIEU OF SHEATHING. F. VERIFY BRICK CONTROL JOINT LOCATION 3 VITH ARCRITE T. IES G. ALL REVEALS, EXPANSION JOINTS, & MIS INTERIOR DESIGN EDI EP -2 ADJACENT MATERIAL COLOR, U.N.O. EP -2 I 2'-4„ 2425 WEST LOOP SOUTH -- r 0.STONE SUITE 665 HOUSTON TEXAS 77027 FAX 713-552-9810 713-552-0707 TI A SQ FOOTAGE- MB CANOPY WWW.MGARCHITECTS.COM BI ICK 270 SF 68% CI ST STC NE 14 SF 4% CCO I 112 SF 28% 1. MECHANICAL SCREEN WALL, RE: A4/A-102 CONSULTANTS 2. SIGNAGE, PROVIDE JUNCTION BOX FOR ELE RICAL SI N. COORDINATE WITH SIGN COMPANY. 3. RECESSED LANE LIGHTS. CENTER ABOVE LAN STRUCTURAL ENGINEER: SCA Consulting Engineers 4. BOLLARDS, PAINT EP -2 5. BANK EQUIPMENT, VERIFY OPENING REQUIRE ENTS. M/E/P/ ENGINEER: 6. SUNSHADE, RE: B3/A-515 Henderson Engineers 7. DECORATIVE CAN6PY'� —A2/A-515 _ 8. ARCHITECTURAL ALUMINUM GRILLE 1'-4" H X " 0" W, PA TTO MATCH BRICK. 9. BRICK CONTROL JOINT. 10. 8" PIN MOUNTED ALUMINUM LETTERS BYi. 06/12/09 'DE 11. RECESSED BRICK DETAIL, TYPICAL AT EACH 'ILASTER FAC 12. WALL MOUNTED LIGHT FIXTURE, RE: MEP � °°000000000 ° L °o 13. PLASTER CONTROL JOINTS EQUALLY SPAC 00 O , 0 W0 0000, o°® 0 oM ° o° V c — T O°oo S I / 000°°° P ATF°OF°�� i M.B. CanonFront Elevation SCALE: 1/8" = 1'-0" Ke Notes A. COORDINATE WITH BANK EQUIPMENT SUPP 1, IER(B.E. ) B. FOR COLORS AND FINISHES REFER TO EXT RIOR MA ERI LS SCHEDULE C. PROVIDE SAFETY GLASS IN ENTRY DOOR A D SIDE LI HT�, AND/OR LOCATIONS REQUIRED BY CODE. D. PAINT WALL MOUNTED EXTERIOR ELECT I L DEVIiES MATCH ADJACENT MATERIALS. E. AT SIGNAGE LOCATIONS PROVIDE 1/2" EX IOR GR, DE YWOOD IN LIEU OF SHEATHING. F. VERIFY BRICK CONTROL JOINT LOCATION 3 VITH ARCRITE T. IES G. ALL REVEALS, EXPANSION JOINTS, & MIS G LAN,=O EDI ARE TO BE PAINTED TO MATCH ADJACENT MATERIAL COLOR, U.N.O. I College Station Bajking Center 100 Manuel Dri e College Station, TX 177840 i . -General 06/12/09 BID AND PERMI 16-11" PRO • /• -• NO: IrT.O. MB PARAPET ----------- -------- =- ---------_- -- _--- r EP -2 EXTERIOR ELEVATIONS 2'-4" '.O. STONE PPrvve - a Cm�v,w�n1� A M I. I' AFF ABOVE FINISHED FLOOR MH MANHOLE ACOUS ACOUSTICAL MFR MANUFACTURE(ER) AC AIR CONDITIONING MO MASONRY OPENING ALUM ALUMINUM MAX MAXIMUM ARCH ARCHITECT MED MEDIUM ASPH ASPHAULT MTL METAL CONTACT: JERRY FOX MIN MINIMUM MIR MIRROR B B.E.S. BANK EQUIPMENT SUPPLIER MISC MISCELLANEOUS BJ BAR JOIST MULL MULLION BLK BLOCK MUNT MUNTIN BLKG BLOCKING BD BOARD N BW BOTH WAYS NO NIGHT DEPOSIT BLDG BUILDING NOM NOMINAL BU ROOF BUILT-UP ROOFING NIC NOT IN CONTRACT BR BULLET RESISTANT NTS NOT TO SCALE NO NUMBER (#) C PHONE: (979) 731-8584 CAB CABINET O CPT CARPET OC ON CENTER CI CAST IRON OPNG OPENING CLG CEILING OPH OPPOSITE HAND CTR CENTER OZ OUNCE CUR CLEAR (ANCE) OD OUTSIDE DIAMETER / DIMENSION CW COLD WATER OH OVERHEAD CONC CONCRETE SITE PLAN S 02 FOI CMU CONCRETE MASONRY UNIT p MCCLEARY/GERMAN ASSOCIATES, INC. CONST CONSTRUCTION PG PAGE CONT CONTINUOUS OR CONTINUE PNT PAINT CJ CONTROL JOINT PART PARTITION HOUSTON, TEXAS 77027-4207 PVMT PAVEMENT S 03 FRAMING / PER D A-100 SITE COORDINATION PLAN S 01 GE DIM DIMENSION % PERCENT DW DISHWASHER PC PIECE DSP DISPOSAL PLAS PLASTER DR DOOR P. LAM PLASTIC LAMINATE ON DOWN PLMB PLUMBING DS DOWNSPOUT PVC POLYVINYLCHLORIDE DWG DRAWING PPT PRESSURE PRESERVATIVE TREATED DF DRINKING FOUNTAIN PTDD PAPER TOWEL DISPENSER & DISPOSAL E ROOF PLAN R EA EACH R RADIUS EL ELEVATION RE REFERENCE ELEV ELEVATOR REF REFRIGERATOR EQ EQUAL REINF REINFORCE EQUIP EQUIPMENT RA RETURN AIR EXH EXHAUST READ REQUIRED EJ EXPANSION JOINT RH RIGHT HAND EXT EXTERIOR RHR RIGHT HAND REVERSE E.I.F.S. EXTERIOR INSULATING FINISH SYSTEM ROW RIGHT OF WAY RD - ROOF DRAIN _ E -111 EL TRI6AL LIGHTING PLAN ROOFING FRFG A-513 MOTOR BANK SECTIONS E -111 EL E FIN FINISH RO ROUGH OPENING FFL FINISHED FLOOR LINE P Ill • PLO BINIG FEC FIRE EXTINGUISHER CABINET S A-514 A-515 FHC FIRE HOSE CABINET S.G. SAFETY GLASS FR FIRE RATED SCHED SCHEDULE FLASH FLASHING SECT SECTION FL FLOOR (ING) OR FLOW LINE SS SERVICE SINK FD FLOOR DRAIN SHT SHEET FLOUR FLOURESCENT SIM SIMILAR FT FOOT/ FEET Sc SOLID CORE FTG FOOTING SPKR SPEAKER EMAIL: TCURNUTTE@SCAHOUSTON.COM SPECS SPECIFICATIONS SQ SQUARE G A-541 RESTROOM DETAILS GA GAGE,GAUGE SF SQUARE FEET GC GENERAL CONTRACTOR STD STANDARD GL GLASS, GLAZING SST STAINLESS STEEL GB GRAB BAR ST STEEL GRBM GRADEBEAM STOR STORAGE GR GRADE, GRADING STIR STRUCTURAL GYP BD GYPSUM BOARD SUSP SUSPENDED H T PHONE: (713) 783-7707 HDW HARDWARE TEL TELEPHONE HTG HEATING TV TELEVISION HT HEIGHT TEMP TEMPERED HM HOLLOW METAL THK THICK HOR HORIZONTAL TK THIMK HB HOSE BIBB TPD TOILET PAPER DISPENSER HW HOT WATER TC TOP OF CURB / CONCRETE A-806 BANK EQUIPMENT Ti TOP OF JOIST BANK EQUIPMENT: TS TOP OF SLAB BANK EQUIPMENT N INCH (") TOS TOP OF STEEL ID INSIDE DIAMETER / DIMENSION TYP TYPICAL INFO INFORMATION TO TOWEL DISPENSER INS INSULATE CONTACT: PAUL PEEK U UL UNDERWRITERS LABORATORY J JAN JANITOR'S CLOSET U.N.O. UNLESS NOTED OTHERWISE JS JANITOR'S SINK JT JOINT V JST JOIST VAR VARIABLE(') JB JUNCTION BOX VERT VERTICAL VOL VOLUME K KPL KICKPLATE w WSCT WAINSCOT WC WATER CLOSET L LAM LAMINATE WH WATER HEATER LAV LAVATORY WP WATERPROOFING LH LEFT HAND WS WATERSTOP / WEATHERSTRIP LHR LEFT HAND REVERSE WT WEIGHT LT LIGHT WWM WELDED WIRE MESH (FABRIC) LWF LIGHT WEIGHT FILL W WIDE LR LIVING ROOM WW WINDOW WALL LVR LOUVER W/ WITH LB POUND W/O WITHOUT WD WOOD HOUSTON, TEXAS NOTES A. PRIOR TO ANY DEMOLITION OR RENOVATION WORK, VERIFY FROM THE OWNER THATAN ENVIRONMENTAL ASSESSMENT/ASBESTOS SURVEY HAS SUMMARY OF THE WORK: SYMBOLS USED AS ABBREVIATIONS BEEN COMPLETED AND THAT NOTIFICATION HAS BEEN GIVEN TO THE TEXAS DEPARTMENT OF HEALTH. IF HAZARDOUS WASTE WAS FOUND, VERIFY CONSTRUCTION OF A FREESTANDING BANK INCLUDING DRIVE THRU MOTOR BANK CANOPY. THAT IT WAS PROPERLY ABATED ACCORDING TO THE SURVEY RECOMMENDATIONS. THE DEMOLITION/RENOVATION NOTIFICATION FORM MUST BE NEW CONSTRUCTION WILL INCLUDE INTERIOR FINISH OUT, PARTITIONS, CEILINGS, @ AT FILED WITH THE T.D.H. TEN DAYS PRIOR TO ANY DEMOLITION WORK. ELECTRICALAND LIGHTING, SITE IMPROVEMENTS NEW UTILITY SERVICES ALSO L ANGLE C CENTERLINE - I CHANNEL 0 DEGREES ' FEET OR MINUTES " INCHES, SECONDS OR DITTO # NUMBER OR POUNDS / PER % PERCENT P PLATE (OR PROPERTY LINE) + PLUS OR MINUS 0 ROUND, OR DIAMETER LEGEND OFFICE ROOM NAME & NUMBER: 100 SEE FINISH SCHEDULE DOOR NUMBER: SEE DOOR SCHEDULE OWINDOW TYPE: A SEE DETAILS SPECIFIC KEY NOTE: / REFER TO SCHEDULE REVISION NUMBER CLOUDING FOR SOME REVISIONS Al LARGE SCALE DETAIL DRAWN A-514 AS DETAILAI ON SHEETA17 A3 DETAIL DRAWN AS NO. A3 A-511 ON SHEET A-511 A4 BUILDING SECTION DRAWN AS A-301 NO. A4 ON SHEET A-301 B2 EXTERNAL ELEVATION DRAWN AS A-201 NO. B2 ON SHEET A-201 D3 INTERIOUR ELEVATION DRAWN A-211 AS NO. D3 ON SHEET A-211 DESIGNATED FINISH 1 SEE FINISH SCHEDULE 5 C COLUMN LINE DESIGNATION ( DIMENSION TO CENTER LINE DIMENSION TO FACE OF EXISTING CONSTRUCTION, FACE OF NEW CONSTRUCTION, OR FOUNDATION 164, ELEVATION (ABOVE FINISHED - FLOOR OR OTHER REFERENCE PLANE) LOCAT/ON MAP A2 HOUSTON, TEXAS COORDINATION AND FINAL HOOK-UP OF BANK SUPPLIED EQUIPMENT. BUILDING STRUCTURE WILL BE CONCRETE SLAB ON GRADE, METAL STUD STRUCTURE WITH MANUFACTURED WOOD TRUSSES, MINOR STEEL FRAMING, BRICK MASONRY, PLASTER AND MODIFIED BITUMINOUS ROOF. BANKING RELATED ITEMS IN THE GENERAL CONTRACT ARE: BULLET RESISTANT WINDOW FRAME AND GLASS LANE LIGHTS RELATED WORK UNDER SEPARATE CONTRACTS: A. BANK EQUIPMENT: SAFE DEPOSIT BOXES CASH SAFE AUTOMATIC TELLER MACHINE MOTOR BANKING EQUIPMENT AND PNEUMATIC TUBES NIGHT DEPOSITORY AND CHEST CASH PEDESTALS, CASH DISPENSERS B. SECURITY SYSTEM DEVICES AND CABLING* C. FURNITURE AND FURNISHINGS D. EXTERIOR ELECTRIFIED BUILDING AND SITE SIGNAGE (ELEC BY CONTRACTOR) E. LANDSCAPE AND IRRIGATION SYSTEM F. APPLIANCES TELEPHONE/DATA WORK UNDER SEPARATE CONTRACTS: A. DATA SYSTEM DEVICES AND CABLING* B. TELEPHONE SYSTEM DEVICES AND CABLING* * NOTE: CONTRACTOR IS TO PROVIDE HOLE IN WALL WITH PULL STRINGS AT TELEPHONE/DATA POINTS SHOWN ON DRAWINGS UNLESS CONDUITAND BOX REQUIREMENTS ARE NOTED. COORDINATE EXACT LOCATION OF TELE/DATA POINTS WITH OWNER. BUILDING CODE INFORMATION: BUILDING CODE: INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL ENERGY CONSERVATION CODE, 2006 TEXAS ACCESSIBILITY STANDARDS PLUMBING 2006 MECHANICAL 2006 FIRE 2006 NATIONAL ELECTRICAL CODE 2005 SITE AREA: 44,084 S.F. (1.01 AC) BUILDING AREA: 2656 GROSS SF OCCUPANT LOAD: 2656/100= 27 OCCUPANTS PARKING SPACES: 20 FULL SIZE 2 ACCESSIBLE 22 TOTAL SPACES OCCUPANCY GROUP: B (BUSINESS) TYPE OF CONSTRUCTION: V -B BUILDING HEIGHT: 1 STORY (26'-1" A.F.F.) ALLOWABLE HEIGHT: 40' ALLOWABLE AREA: 9,000 SF +AREA MODIFICATIONS LEGAL DESCRIPTION: LOT 1R, BILOCK 1, KFO SUBDIVISION AS RECORDED IN VOL. 3779, Pg. 88 `iI A0 . 0" X BUILDING PERMIT j X B.R. WINDOW FRAME P 4D GLASS X LANE LIGHTS X MODULAR VAULT INSi L X VAULT DOOR, AND PAN L BED P TE X VAULT WALLS SHOE PL kTE X VAULT DOOR GROUT X NIGHT DEPOSIT STEEL URROU D X CARPET PURCHASE )( CARPET INSTALL X INTERIOR SIGNAGE/ IRI OM SIG GEIS NOTED X EXTERIOR ELECTRIFIE BUILDI SIGNAGE FIRE SPRINKLER SYSTEM REQUIRED: YON FIRE ALARM SYSTEM WITH AUDIO/VISN L DEVICE 3 RE UIRED:Y ON * SEE NOTE II * NOTE: A FIRE ALARM SYSTEM IS REQUIRED BY ODE • INT ESE SITUATIONS 1. HIGH RISE OFFICE BUILDING (75' OR MORE) 2. MULTIFAMILY RESIDENTIAL 3. WHEN BUILDING HAS A SPRINKLER SYSTEM / 108 H DS DR MORE 4. WHEN REQUESTED BY OWNER ALTHOUG T REQU I RED BY CODE AUD/O/VISUAL DEVICES ARE REQUIRED WITPI IRE ALARM SYSTEM SMOKE DETECTORS ARE REQUIRED BY CODE: i 1. IN A/C MAIN SUPPLY DUCTS AND RETURN AI (OVER 2 00 C M) WITH A SHUT DOWN RELAY IN CASE OF FIRE. 2. IN ALL ELEVATOR LANDINGS AND ELEVATOiR QUIPME T ROOMS 3. SMOKE & HEAT DETECTORS ARE REQUIRE D N ELEVATORSHAFT IF SHAFT IS SPRINKLERED. A.D.A.A.G. & T.A.S. COMPLIANCE: THIS BANK FACILITY HAS BEEN DESIGNED T COMPLY WITF TEXAS ACCESSIBILITY STANDARDS (T.A.S.) OF THE ARCHITECTURAL BARRIER ACT, ARTICLE 9102, TEXAS CIVIL STATUTES, EFFECTIVE APRIL 1, 1994. .S. IS BA ED ON THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINE (A.b.A.A. .), /'ND ALL REQUIREMENTS NECESSARY FOR COMPLYING WITH A.D. G. ARE It LUDED IN T.A.S. PLANS WILL BE SUBMITTED FOR T.D.L.R. REVIEW AND ROYAL; D.L.T.. WILL MAKE AN ON-SITE COMPLIANCE INSPECTION WITHIN ONE YEA OF THE GATE F SUBSTANTIAL COMPLETION. (SUBMITTAL REQUIRED FOR PROJECTS OF RE THA $50000 CONSTRUCTION COST.) A9813695 EABPRJ No. IF TENANT SPACE, BASE BUILDING EABPRJ No 2003 INTERNATIONAL ENERGY CONSERVATION ODE CO GMPLI INCE THIS BUILDING BEEN DESIGNED TO CO LY WITH REQUIREMENTS SET FORTH IN THE 2000 INTERNATIONAL ENERGY CONSERVA K CODE (l CC).' CALCULATIONS HAVE BEEN MADE IN THE FOLLOWING AREAS: BUILDING ENVELOPE, INSULATION R-VALU WINDO AND DOOR AREAS, SOLAR HEAT GAIN COEFFICIENTS, HEATING AND COO SYST �EFFII IENCY DUCT INSULATION, AND ELECTRICAL LIGHTING LOADS. 4 PROJECT TEAM M'r—ms ; A W, RIO ARCHITECTURE PLA NIS e INTERIOR DES Gil 2425 WEST LOOP SOUTF SUITE 665 HOUSTON TEXAS 77027 FAX 713-552-9810 713-552-0707 WWW.MGARCHITECTS.COM CONSULTANTS STRUCTURAL ENGINEER: SCA Consulting Engineers M/E/P/ ENGINEER: Henderson Engineers 06/12/09 A O0°0000000000 �� °c W 0 0 (r o` OA uvr7 ° >. 06000517\ 0°00° C*:)q 0000°°°°��P ATF OF _� College Station Bank "ng Center 100 Manuel Drive College Station, TX 7t,84 ISSUE: MARK DATE DESCRIPTION 06/12/09 BID AND PERMIT ISSUE PROJECT NO: 09-521.A GENERAL INFORMA Ti ON o 1l' /II ARCHITECT CERTIFYING COMPLIANCE ALTERNATES I. I' OWNER: THE BANK AND TRUST 1716 BRIARCREST DR., SUITE. 400 ALTERNATE #1:1 PERFORMANCE NND PAYAENT BONDS. BRYAN, TX 77802 (` CONTACT: JERRY FOX PHONE: (979) 777-2770 FAX: (979) 691-5474 KLUNKERT & ASSOCIATES, INC. CONSTRUCTION PROGRAM 1722 BROADMOOR, SUITE 102 MANAGER: BRYAN, TX 77802 CONTACT: MATT KLUNKERT PHONE: (979) 731-8584 FAX: (979) 731-8579 COVER SHEET EMAIL: KLUNKERTASSOCIATES@HOUSESERVICES.COM G-001 GENERAL INFORMATION S 101 :FOI NDATION PLAN S 02 ROOF FLAMING & BRACING PLAN COVER & LEGEND S 01 FO NDA ION SECTIONS ARCHITECT: SITE PLAN S 02 FOI IONS MCCLEARY/GERMAN ASSOCIATES, INC. C-1 GRADING & DRAINAGE PLAN S 01FRMING SECTIONS 2425 WEST LOOP SOUTH, SUITE 665 S 502 FIR)I MING SECTIONS HOUSTON, TEXAS 77027-4207 S 03 FRAMING SECTIONS BIDDING CONTACT: DAVE LEWIS A-100 SITE COORDINATION PLAN S 01 GE ERA SPECIFICATIONS CONTACT: MARK FARRIOR - A101 SITE PLAN S 02 GE ERAS SPECIFICATIONS PHONE: (713) 552-0707 A-102 SITE DETAILS S 03 ; GE ERA SPECIFICATIONS FAX: (713) 552-9810 A-111 FLOOR PLAN S 04 HA DY FRAME DETAILS EMAIL: MFARRIOR@MGARCHITECTS.COM A-121 RCP A-131 ROOF PLAN �M Ill MECHANICAL PLAN CIVIL ENGINEER: MCCLURE AND BROWNE A-141 FURNITURE PLAN M 501 MECHANICAL DETAILS 1008 WOODCREEK DR., SUITE 103 A-201 EXTERIOR ELEVATIONS E 100 ELE TRIEAL SITE PLAN BRYAN, TEXAS 77845 A-211 INTERIOR ELEVATIONS E 01 ELEORICAL PHOTOMETRIC SITE PLAN CONTACT: JEFF ROBERTSON A-311 BUILDING SECTIONS E 501 ELE TRICAL LEGEND PHONE: (979)-693-3838 A-511 WALL SECTIONS '. E 502 ELTRI , AL SCHEDULES & DETAILS A-512 WALL SECTIONS E -111 EL TRI6AL LIGHTING PLAN A-513 MOTOR BANK SECTIONS E -111 EL E TRI6AL POWER PLAN STRUCTURAL ENGINEER: SCA CONSULTING ENGINEERS P Ill • PLO BINIG STORM PLAN 12511 EMILY COURT A-514 A-515 MOTOR BANK SECTIONS BUILDING DETAILS P 12 PLU BING PLAN SUGARLAND, TX 77478 A-531 MILLWORK DETAILS P 01 PL BINIG DETAILS CONTACT: TOM CURNUTTE P 02 PLL BING RISERS &SCHEDULES PHONE: (713) 779-7252 A-532 TELLERLINE DETAILS FAX: (713) 779-1173 A-533 CHECKSTAND EMAIL: TCURNUTTE@SCAHOUSTON.COM A-534 DRIVE-THRU DETAILS A-541 RESTROOM DETAILS MEP ENGINEER: HENDERSON ENGINEERS, INC. A-601 PARTITION SCHEDULE 10370 RICHMOND AVE., SUITE 370 A-603 DOOR/WINDOW SCHEDULES HOUSTON, TX 77042 A-701 FINISH PLAN CONTACT: DAVID DARBY A-801 ACCESSIBILITY GUIDELINES PHONE: (713) 783-7707 A-802 ACCESSIBILITY GUIDELINES FAX: (713) 783-7797 A-803 BANK EQUIPMENT EMAIL: DAVID.DARBY@HEI-ENG.COM A-804 BANK EQUIPMENT A-805 BANK EQUIPMENT A-806 BANK EQUIPMENT BANK EQUIPMENT: DIEBOLD INC. A-807 BANK EQUIPMENT 9701 DESSAU RD. SUITE 104 A-808 BANK EQUIPMENT AUSTIN, TX 78754 CONTACT: PAUL PEEK PHONE: (512) 837-8547 FAX: (512) 837-2811 EMAIL: PEEKP@DIEBOLD.COM PROJECT TEAM M'r—ms ; A W, RIO ARCHITECTURE PLA NIS e INTERIOR DES Gil 2425 WEST LOOP SOUTF SUITE 665 HOUSTON TEXAS 77027 FAX 713-552-9810 713-552-0707 WWW.MGARCHITECTS.COM CONSULTANTS STRUCTURAL ENGINEER: SCA Consulting Engineers M/E/P/ ENGINEER: Henderson Engineers 06/12/09 A O0°0000000000 �� °c W 0 0 (r o` OA uvr7 ° >. 06000517\ 0°00° C*:)q 0000°°°°��P ATF OF _� College Station Bank "ng Center 100 Manuel Drive College Station, TX 7t,84 ISSUE: MARK DATE DESCRIPTION 06/12/09 BID AND PERMIT ISSUE PROJECT NO: 09-521.A GENERAL INFORMA Ti ON o 1l' /II