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HomeMy WebLinkAboutRES2007-00567, 07-568PREPARED 7/27/07, 8:06:50 INSPECTION TICKET PAGE 11 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 7/26/07 ------------------------------------------------------------------------------------------------ ADDRESS 905 TURTLE DOVE TRL SUBDIV: CONTRACTOR : CLASSIC CENTURY HOMES PHONE (817) 561-4369 \ OWNER PHONE 7 PARCEL 230100-0207-0360 APPL NUMBER: 07-00000567 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100-,01, '4/12/07 RH BLDG, FOUNDATION -SLAB TIME: 17:00 } 4/12/07 AP April 11, 2007 3:35:40 PM glsouth. t 04/12/2007 10:21. AM RH PDA a Strings up, slab ground installed. B115 01 5/15/07 RH BLDG, FRAMING TIME: 17:00 5/15/07 DP May 15, 2007 10:22:25 AM kwolfe. 05/15/2007 04:24 PM RH PDA APA nailing needed. Anchors and nuts missing. Complete fireplace flue. Need brackets installed at bay window as per plans. B115 02 5/21/07 OC BLDG, FRAMING TIME: 17:00 5/21/07 AP May 21, 2007 10:50:52 AM acarter. B130 01 5/24/07 JGM BLDG, INSULATION TIME: 17:00 5/24/07 AP May 23, 2007 11:52:02 AM acarter. Bt25 01 7/26/07 BLDG, FINAL TIME: 17:00 July 26, 2007 1:43:55 PM acarter. -------------------------/r------ CONTINUED ONTO NEXT PAGE ---------------------------------- r A / �b v�,l No Y m' i/oq-k Date: 7/27/2007 Inspection Comments for Finals Permit Year: 7 Permit Number: 567 Address: 905 TURTLEDOVE TRL Insp. Inspection Type Code p. status Inspection Result Comments Description B100 BLDG, FOUNDATION -SLAB IC 04/12/2007 10:21 AM RH PDA B100 BLDG, FOUNDATION -SLAB IC Strings up, slab ground installed. 6115 BLDG, FRAMING IC 05/15/2007 04:24 PM RH PDA B115 BLDG, FRAMING IC APA nailing needed. Anchors and nuts missing. Complete B115 BLDG, FRAMING IC fireplace flue. Need brackets installed at bay window as B115 BLDG, FRAMING IC per plans. WFO883972 / 001 City of College Station PAGE 1 REQ. DATE: 03/27/07 03/27/07 11:44:10 LOCATION: 905 TURTLE DOVE TRL LOC ID: 204524 REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN REQ USER: KWOLFE AUTH USER:KWOLFE WRK TYPE: TEMP POLE PASSED ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 03/27/07 SCHED COMPLETION: 03/27/07 ******************************************************************************** JOB ORDER RESULT COW4ENTS WF0882130 / 001 City of College Station PAGE 1 REQ. DATE: 03/20/07 J 03/20/07 14:27:39 LOCATION: 905 TURTLE DOVE TRL LOC ID: 204524 REQUESTOR: CLASSIC CENTURY HOMES ORIGIN: CUSTOMER -WALK IN REQ USER: GLSOUTH AUTH USER:GLSOUTH WRK TYPE: SWR 4" WTR 3/4" ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 03/20/07 SCHED COMPLETION: 03/20/07 ******************************************************************************** JOB ORDER RESULT CODe4ENTS (7/31/2007)„Gina~ Southerland Re: Calling for C.O. for 905 Turtle Dove Trl „ _ . _ _ w .._w _.._ _. _ ._. _ Page 1 >. From: Terry Boriskie To: Amber Carter; Benjamin McCarty; Chris Haver; fredburris; Gina Southe... Date: 7/30/2007 1:39 PM Subject: Re: Calling for C.O. for 905 Turtle Dove Trl Contacted Fred Burris. Terry Boriskie City of College Station Residential Plans Examiner 979-764-3744 >>> Paul Schoenfeld 7/30/2007 12:18 pm >>> Water ok. Sewer buried flagged. Paul >>> Amber Carter 7/27/2007 1:45 PM >>> by #07-567 Crry of CoL t c;L S°t noN pits' q e ' 13.w*Wrnt �r ii mrr ADDRESS/LOCATION: APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX WWW.CSTX.GOV ri . I- A-. - .,- � ✓ rn Uu awl DATE -a - I l Dj_TRCC REG APPLICATION # a}��v /) TEMP PULE 0 - ��lW LOT _13d*'BLOCK �( �SUBDlVISiON YUa(�G�S11�__ �! SEC/P'H BUSINESS/OWNER NAME: _ jG 'U�9_gernGS PHONE: L-&V CONTRACTOR/HOMEOWNER: C�R S51G ,t�• Llm-,SPHONE: CONTRACTOR ADDRESS: (Jt_�,� J� . i 1.�u1Tt�1�7� tC_ _7(! ELECTRICIAN: HVAC: PLUMBER: _ GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION'S SLAB ONLY DUPLEX (Landscape Plans REMODEL/RENOVATION* SWIMMING POOL Required) DESCRIPTION OF WORK: STRUCTURE USE: HOMEOWNER ASSOCIATION/ARCHtTECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL:E5 TEXAS ACCESSIBILITY S RD ("AS) PROJECT REGISTRATION# EABPRJ VA UATION: $ it D I - TOTAL TOTAL AREA: Z-q(Q HEATED AREA: _l"s (Cost of Labor and Materials) PUBLIC SEWER SEPTIc/TREATMENT SYSTEM \t SEWER TAP: WATER TAP: 34 S¢E Q "HER TAP: SIZE TEMP POLE GARAGE TYPE: SINGLE ATTACHED NUMBER OF BEDROOMS:_ NUMBER OF BATHROOMS: INTERIOR WALL TYPE:OF �J�tit EXTERIOR WALL TYPE:�C_.F� FOUNDATION TYPE:1�,� ROOF TYPE.: C_ b16 i ).51T1c7Aj DOUBLE TRIPLE D rACHED CARPORT SIGNATURE OF APPLICANT: --p "If proposed work involves new comma cial construction facade imp ro eme /renovations to an existing commercial. property, building elevatio are required. � I Official Use Only — ,'"/ A �-7—o-7 F/P Plans Examiner Zoning Official Emtergy Code Comptian,ce Diformadoir, % Glazing of exterior walls insulation R value of exterior -walls Insulatibn Rvalue of ceiling I (flat areas) insulation R value of ceiling 2 (vaulted areas/no attic) CrIazing SHGC Glazing U-17actor R value of ductwork AJC SEER. Ra 55.00' 10' P.U.E ------------- --- 0 M ONE STORY O SINGLE FAMILY BRICK RESIDENCE p kn PLAN # 1668 t` 11 1 40'-0" 1 IT-6"I 25' BL 18' CONC. DRIVEWAY 0 N ---------5'P.U:E --- 55.00' 905 TURTLE DOVE TR LOT 36, BLOCK 7 PHASE 2 DOVE CROSSING SUBDIVISION COLLEGE STATION, BRAZOS CO. TX i'j PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# d i - S'� DATE: 3-- z -07 BUILDING ADDRESS: 905- -7-i�r2-41�e- Ave- -72A. I. Foundation Requirements N A. Concrete minimum f c of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier Emil. Poly min. D. Slab/beam or pier layout shown 1. Footings/beams are continuous over the length and width of foundation 2. Footings 30" exterior, 24" interior, unless over 60' long must be 30" 3. Spacing -of beams does not exceed 15' E. Reinforcement details to meet minimum requirements 1. Slab reinforcement 2. Exterior beam reinforcement 3. Interior beam reinforcement 4. Masonry fireplace foundation reinforcement F. Wood foundation details indicated 1WbK II. Framing: Floor, Wall, Ceiling and Roof Requirements NAB A. Girder or sill dimensions, grade & species B. Floor joist size, spacing, grade & direction of span indicted on plans C. Treated sill plate or bottom plate D. Tenant separation in duplex K 1. One -hour rated extending to roof deck OK E. Header sizes indicated on plans NA/ F. Emergency bedroom egress 1. Exit direct to outside 2. O enable window a. Twenty 20 inch clear width by twenty-four 24 inch clear height b. Maximum sill height of forty-four 44 inches above finished floor G. O enable bathroom window required when mechanical ventilation is not provided H. Stud grade andspacing I. Exterior wall details 1. Sheathing indicated on plans for Wall Bracing 2. Moisture barrier indicated on plans 3. Exterior Wall Covering J. Roof framing Ian or elevation shown K. Ceiling joist size, spacing, grade and direction of span indicated on plans L. Attic access location and size indicated on plans M. Span exceeding code tables must be engineered N. Rafter size, spacing, roof slope & purlin bracing if required to reduces an O. Roof covering P. All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade & location indicated on plans Q. Tempered Glass required in all hazardous locations PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX R. 18" Overhangs allowed on zero lot line, non-combustible perforated soffit only S. All walls within 3' of property line to have protected openings. III. Stairway Requirements N K A. Stairway Details OK 1. Maximum riser height 7-3/4 inches 2. Minimum tread width 10 inches 3. Stairway risers are uniform 4. Stairway width not less than 36 inches 5. Stairway headroom not less that six ft. eight 6-8 B. Winder details 1. Treads a minimum of six 6 inches on narrow edge 2. Treads a minimum often (10) inches at a distance of twelve (12) inches from the narrow edge C. Spiral stairway details 1. Riser height less than nine and one-half 9-1/2 inches 2. Treads a minimum of seven and one-half (7-1/2) inches at a distance of twelve (12) inches from the narrow edge 3. Stairway width not less than twenty-six inches 4. Headroom required not less than six ft six 6-6 inches 5. All treads must be identical D. Guards/handrail details 1. Guards required when a porch, deck, balcony or landing is thirty (30) inches above grade or finished floor 2. Handrails are required on stairways located two or more risers above floor/grade 3. Handrails must be thirty-four to thirty-eight (34-38) inches when measured from the leading edge of the tread 4. Handrails must not project more than four & one-half (4-1/2) inches into width of a stairway 5. Guards must be a minimum of thirty-six 36 inches above finished floor 6. Guards & handrails along open-side(s) of stairway must have intermediate railing or uprights that prevent the passage of a four 4 inch sphere IV. Fireplace Requirements to be indicated onplans) N A. Hearth extensions 1. Fireplace o enin < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening > 6 s . ft. extensions: 12" side & 20" forward B. Masonry fireplace requires 2" clearance from all combustible materials C. Chimneys must meet IRC Chapter 10 Requirements V. Electrical Service Requirements A. Electrical plan to include: N K 1. Electrical fixtures & switches indicated 2. Smoke detector locations indicated as required 3. GFI circuits indicated where required 4. Arc fault protection for bedroom circuits 5. Panel location PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX VI. Plumbing Requirements A. Pressure reducing valve required when water pressure exceeds 80 psi N B. Plumbing access to bathtubs C. Means for thermal expansion provided when required D. Water heaters elevated 18" when installed in the garage or room directly off garage VII. Mechanical Requirements N A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to outside excludes ductless units B. Attic installed H.V.A.C. requirements: 1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment must be provided 2. Attic access located within 20 feet of equipment C. Combustion air supplied for gas appliances when required) VIII. Energy Requirements N A. Compliance software worksheet MECcheck submitted, or B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc. Zoning Ordinance Requirements — Ordinance 850 NA/ftl Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements NA/ Maximum drive width for residence is 28' combined for circular Minimum 30 feet from driveway to side(intersecting) street Driveway access to lesser street for corner lots Subdivision Regulations — Ordinance 690 N Afqi Approved subdivision Plat filed Flood lain Regulations — Ordinance 1301 NA/ Does not block any water course or divert any flow Elevation certificate needed V� "APPROVED PLANS PER IRC SECTION R106.3.1." PLANS EXAMINER -z- 0 7 DATE a ngineering, LLC February 19, 2007 Classic Century Homes 5001 Hwy. 287 South Arlington, TX 76017 401 S. CLAY.STREET. ENNIS. TX 75119 The following post -tensioned foundation plans are. herein authorized for construction at the address and legal description shown below. Lot Blk Subdivision Address Citv County State 36 7 Dove Crossing 905 Turtle Dove Tr. College Station Brazos TX A site specific soils report was not provided. The foundation has been designed based on the following. soils conditions. Soils Laboratory Brazos County USDA Soils Survey Allowable Bearinq Pressure P.I. 1500 psf 52 The foundation design is in accordance with the applicable provisions of the International Building Code 2000/2003 Edition, the International Residential Code 2000/2003 Edition, the Design and Construction of Post - Tensioned Slabs -on -Ground, Second Edition, 1996 by the Post -Tensioned Institute, applicable provisions of the Building Research Advisory Board (BRAB) Publication 33, and accepted engineering practice. If you have any questions, please call me at 972-878-3647. I PTF0207020 C R� e-'' -�• p" a 211912007 A.G. (Tony) Medina Registered Professional Engineer PHONE: 972.878.ENGR (3647) • FAX: 972.875.1398 • E-MAIL: info@txfoundations.com PROVIDE MASONARI oc 60 BIER 4BLE Small ee son �° M■M n so■ ee■ :: I1111111 III III 'I III IJ IIIIIIII • Illllllllllig.....:I111111111.! {_r? ■ MEMO ® 16'x7' Y TR PLAN # 1668 ADDRESS 905 TURTLE DOVE TR LOT 36 BLK 7 SUBDIVISION DOVE CROSSING (2) TX 6' EYE BROW DOUBLE ROWLOCK TO SURROUND WINDOWS lassie Century Homes m.u„r jl... o»,,.,sro4&,d b& 40' 0" 14' 0" IT 0" 13' 0" 2' 6" 9' 0" 0 2' 6" 7' 2" 3' 0" 2' 10" 4' 0" 5' " 4' 0" TO" x5'0° 3'0"x5'0" 3'0"x6'0" p W / O jl�r FAST EN(.' SL CLG 8' - 10' d CD MSTR SUITE 60 SL CLG 8'- 10' d' v a � 15' 4" 3' 0" 3' 3" 5' 0" 4 "HAL WALL 9, 9„ 318„ FAMILY =- 10'CLG p •:�' 2' 8" 10 o 2-0- O � DWII J N m 110 _ I fV KITCHEN - 1� 61611 616w SL CLG 8'- 10, ; �d (� 22 --•------ N REF V --- ------ - � PANTRY IP:- o ' M o`Vo b = W 5' 0" o •p \ N O ^ ` p D 2-0- 2' 6" @� °° BDRM 2 CD ° nWHx _ � I I, 8' CLG 66= - m 111 i/� 11, 311 r - N N SOxCCESS o- 611011� L ACCESS - - - I 6' 9" ' 2' 4" 4' 0w ENTRY 1m CLG 2-8- AREAS v LIVING 1668 V lV n GARAGE 476 3' 0- 6 PORCH 32 ' -------- ---------- 4'0 N o TOTAL 2176 o POR z' 6 N GARAGE 10' CLG 8'CLG -- - --=--___ --------------- -------------------------• 4' 3" 2' 4w 71711 BDRM 3 ` 0 N '. c 8' CLG COPYRIGHT 2000 ° `° FRED BUIUUS & CCH TO"x6'0"T0•x6'0" 5' 7" I 3' 0" I 5' 7" 20' 6" 1 5' 4" PLAN # 1668 lassic Century Homes ADDRESS 905 TURTLE DOVE TR LOT 36 BLK 7 SUBDIVISION DOVER CROSSING Nnllnj ��owe Ox•nenA(p Ay rAa6le SEE ELEVATIONS FOR WINDOWS SIZE AND LOCATIO ROOF AS SELECTED a @ 8:12 BRICK RIGHT ELEV 12 12 e ROO�AS ELECTED @ 8:12 BRICK LEFT ELEV =BOARD AL 12 a� o BRICK BRICK Eo CD in (V j Or REAR ELEV 12 8' 1 1/8" PLATE I a o 8' 1 1/8" PLATE tJC1DLt. 10' 1 1/8" PLATE UAbLLS ROOF DETAIL 50 12 ROOF AS SELECTED @ 8:12 NOTE: 1) Foundation anchor bolts at 60" o.c. as per 2003 IRC sec. R403.1.6 2) All framing and structural design to meet 90 m.p.h. wind criteria as per sec. R301.2.1 and table R301.2(4) 2003 IRC code. 0 3) All lower sole plate to be YtPressure treated as per sec. R319. All fasteners to be hot dipped galv. steel, stainless steel, silicon bronze or coper only as per sec R602 PLAN# 1668 ADDRESS 905 TURTLE DOVE TR LOT 36 13LK ^7 SUBDIVISION /DOVE CROSSING lassic Century Homes 4) Provide hand rails on all stairs/steps with a minimum of 4 risers as per sec. R315. (min. stair tread 10": max. riser 7 3/4" sec. R314.2) 5) Masonary veneer anchorage of 24" horizontal and 18" vertical as per sec. R703.7.4.1 and weep holes at a maximum of 33" o.c. as per sec. R703.7.6. Electrical ceiling fan spotlights 1 fluorescent fixture O pot light 0 0 0 0 o vanity bar light ® fan light outlet outlet 220v & outlet gfi ® smoke detector $ switch $) switch 3 way NOTE: 1) Lighting on stair to conect from switch @ top to light mounted on wall @ middle of stairs to switch @ bottom of stairs per sec R303.4 2) Smoke detectors will be hard wired in series w/ battery backup power as per sec. R317 3) Provide 110 outlet & light near HVAC unit for service with switch. PLAN # 1668 ELECTRICAL PLAN lassie ADDRESS LOT Century BLK uom es SUBDIVISION IMBHELn11NG uaeARamR RII n h!SCS la'aJ. BAIT S.AM,N Iq'OYPSIAM WARD TxJ aonoM rule BAIT PSUTAnON F W I:1' UE Fl W 1 aunlEa nrartuuLRTT; Trnr"uxJ BRmc EATearoa wALu !-FACE Dxvn; NLTALBN(ETFS 1'ADISPACE AU BARAmI 1?BIUM!,N0 RIT BAIT a6DLATRlN I? SFIELlA0C1: OETALBRIMY. 1' AR SIA(E ID'SHrATHING Ala BAwax h+amosp la-o... R110A1T IANI.ATNIN 1?$IIFEl40rR :x! &rtmM NATE TRaATEU TWICALITWRSYSTFAI: .Ur TAGSUIOLO1R TRUSTSPAMGA.\DTHIMM SS mBEDaTERnipBY EhW.1 EII IHTEAIORCDUHOFIATSN :_x! rw vuTes BRI'x LVL'M5 YOUNDERODE OF FLOOR RIGS IRTEP VD.T EVFAY SRD IRI" AT BOrtOMI J '`• Au ,aws FNSR NsnDO Axs Fs. %I R ;I ewNlvxcTalcvrmBE ULTruunvl Br R L FNGINFFJt IVY PLYWOOD SHEATHING c/m 'H' CLIPS MIN. Vxe," RAFTERS c 24" o.c. BAIT INSULATION CONTINUOUS AIR VENT BAFFLES -24" O.C. END AT RIDGE TO BE INSTALLED 50 THAT AIR FLOW 15 NOT RESTRICTED / DECKING ROOF WOOD FASCI4 SOFFIT MATERIAL TYPICAL BRICK EXTERIOR WALL FACE BRICK I° AIR SPACE In SHEATHING 2'x4' STUDS BATT INSULATION CITY OF LOCKHART VY SHEETROCK TYPICAL ROOF OVERHANG DETAIL TYPICAL WALL DETAILS 2 2X SHD:GIES EHD5ATxIDoE. VEATaonAU DS0THA ANDSATRIS NOT II BEPs�ALLFD5o THAT AIR r1.OR' I$ NOT 4ERTRI(Tm AIA.Txa RAnr me M'o.L -PLYWODDsxFATHL`G H CUPS sDFTn R7E0UAU.f PALTDVFAT5 @vo.c METAL BRIM TIES :'AIRSPACE I`• HEATHDd AIIDUU M hJ mrose,F IFOL RD BATTON OL,JION 1-- SHEEraucK NOTE: 1) Foundation anchor bolts at 6'0" o.c. as per 2000 IRC sec. R403.1.6 2) All framing and structural design to meet 90 m.p.h. wind criteria as per sec. R301.2.1'and table R301.2(4) 20031RC code. Mw. a..wBLwrt+ousuunoN 3) All lower sole plate to be Pressure treated as per vFsxELTROrR sec, R323. All fasteners to be hot dipped galy. steel, •axa ror TATFS stainless steel, silicon bmnze TrNCALIRJBR1M ERTERIM WAIL or toper only as per sec. R323.3 ''F"MUIC METALINUMTFs ' 4) Provide hand rails on all stairs/steps I•AIR SPA6 with a minimum of 2 risers as per Ir sWwlwNc �aAauA sec. R315. (min. stair tread 10": hJSmpS IF as max. riser 7 3/4" sec. R314.2) Ru BAn IAiU:AT1UN SOD' 5) Masonry veneer anchorage of 24" horizontal and 18" vertical as per sec. R703.7A.I and weep holes Bt a maximum of 33" o.c. as per HANDRAIL 1 IM• MIN. _ sec. R703.7.6. To-"s18'MAX SIZE. Ut! 9arTOM ELATE 11RFA� O L°w' d' �� L-n- J °� A�d ENUME TOP ° VIEW CHIMNEY CAP STAIR DETAIL IRC 2003 21 ^ FE 1 11 LUE CHIMNEY L} X4 BAND CAP 2X4 BAND 4 FRAMKG' ` - N I ' ' 1 I MEMBER - - I - ,-, - —� 2X4 F I I 2 4 RAMING MEMBER (� a I SIDE VIEW OSB I I I � I I I SIDING I � I ' I Al I / 1 � EMO s4 18" FLOOR SYSTEM (3)U 12 STRINGERS F 5/8" TYPE DRYWALL S UNDER STAIR STRINGERS V HANDRAIL Q 34"-38" MAX. FIRST FLOOR I 0 MIN. I Z O � ---N--------- oo� to { IaJSIC � o \/ Lfenhurr ®meS. M1faking !fume OH•nen'h p Af rduble Area Calculator: Window Name Assembly Type Comments/ Description amimulled =Ulm IN 0 ©� 0 .0 .. per■�■ =® �. •� 02/05/07 10:00:14 Window Area Total: 184.53 1/1 Area Calculator: ' - ®Description 2'8" garage ��■■■■■����� :mom 02/05/07 10:00:14 Door Area Total: 55.56 1/1 BRICKLEDG APPLICABLE A.BENT AR WffH 7.0'BRICKLEDGEWHEN' CORNEBRICKLEDGEWHEN APPLICABLERS APPLICABLE SLAB STRAND' CHAIR WHERE APPUCA13LE'CUS-CUSHION y�\ i' SAND, TYP."2-BS° DETAIL SAND, TYP. L-TOP OF - _ ! ( POST -TENSION STRANDS O Y SAND, IYP. 66 TOP OF '" ' (I I. POST -TENSION STRANDS GRADE - j WHEN INDICATED LL �I I -• �'. • h 'A STRAND GRADE r = WHEN INDICATED c - - :I ,:.' ON PLAN, TYPICAL TOP OF / - •I POST -TENSION STRANDS ANCHOR ✓' I ON PLAN, TYPICAL ' BARS GRADE J WHEN INDICATED ¢ ;L .. III CHAIR ON PLAN, TYPICAL Pn / DRAPE BEAM STRAND &, RAPE BEAM STRAND OLL p I �P. •:. '•-•S.°� Vi•.�..I, /''DRAPE BEAM STRAND WHEN INDICATED yp WHEN INDICATED )II �; / WHEN INDICATED ON PLAN, TYPICAL p H 1, ON PLAN, TYPICAL' @4 BARS . Q ON PLAN, TYPICAL p Y+ 43 SUPPORT STAKES VAPOR @ 12' D.C. BS'STRAND #3 SUPPORT STAKE RETARDERSEE DIMENSIONS ONS LGRRADD EACH WAY p SOIIL'E D TYPICAL F.P. ANCHOR i � J 2- #4 BARS VERTICALLY SLAB STRANDS DETAIL "A" D ETA I L "A 1 " SPACED O.C. AS FORM BOARD N REOUIRED PER BEAM DETAIL "E" 1' yl DEPTH CHAIR NOTE: IT IS IMPORTANT TO USE THIS DETAIL ) "'•/ ✓ BRICKLEDGE WHEN 04 VERTICAL WHEN THERE IS A 4'OR LESS SLOPE IN APPLICABLE SUPPORTS FOUNDATION FOOT PRINT AREA TO NSURE ✓ @ 48' THAT SETTLEMENT DOES NOT OCCUR, THE 1- #4 BACKUP BAR O C. BOTTOM OF THE PERIMETER B STANDARD DEEP EAM MUST 11 q ¢ o D PENETRATE UNDISTURBED SOIL AMIN OF I2'J EWIRE S ,s EN ��TI CHAIR ' CHAIR :23'.. '}0° BEAM DETAIL ° � CHAIR r �ifl � � HAIR LESS THAN 54' SLAB STRANDS -_ ° ! SLAB STRANDS SLAB -STRANDS EAPPLICABLE F` CHAIR LAYOUT •'::'ej ' I WHERE APPLICABLE •� _ - _ WHERE APPLICABLE j•' "' WHERE APPLICABLE BEAM STRAND �_.•1y 1 ° 2• #5 BARS . ! �' #4 BARS @ 12' J° WHERE, - O.C.E.W. BEAM STRAND - SLAB STRANDS APPLICABLE 43 - WHERE DRAPE BEAM APPLICABLE ` I . • � STRAND •'- SHEATHING CUT BACK BEHIND ANCHOR M 03 SUPPORT STAKE 1°� ' . D 'f'. WHEN INDICATED ARE SHOULD BE TAKEN TO p H #3 SUPPORT STAKE ' I I y! N � M ON PLAN, TYPICALCHAIR-/ ill; ENSURE SHEATHING DOES NOT p I .;-Ij'`i, s.. 1"2' OTRUDE INTO THE ANCHO R) OR) DETAIL "B" DETAIL "B1V MAX " ' STANDARD �i'.''-=..•.'�' BRICKLEDGEWHEN ROP BRICKLEDGE WHEN v DETAIL "G DROP DETAIL FORM BEAM 6, APPLICABLE -QAGn APPLICABLE GEIy ( EXCAVATION _,,9 C✓"pP d pPn/ BRICKLEDGE WHEN BRICKLEDGE TENDON INSTALLATION .� APPLICABLE WHEN APPLICABLE ✓ z 1- 04 BACK UPBAR AT STRESSING -END #4 BARS @12-O.C.EW. �N 1- #4 BACK UP �.: � -SLAB STRAND BAR CHAIR CHAIR ,}:� , -CHAIR N , .. • ~ POCKET TOP OF / - I I N FORMER GRADE) SLAB STRANDS TOP OF /- - -' h . • _ - •�-`-jj' 16' (12' •t7"' I- ' WHERE APPLICABLE GRIAOE I WABSTRA LIC % III SLAB STRANDS ,.•.-1�,. WHERE APPLICABLE / DRAPE BEAM STRAND /Y p 3 WHERE APPLICABLE -I CHAIR 2- #5 BARS ) / �'. f� WHEN INDICATED • s- ,y t ` #4 BARS @ 17 T� -SLAB STRAND CUT PLASTIC ON PLAN, TYPICAL DRAPE BEAM d - ¢_ ,-,r O.C.E.W. I �q STRAND TOP OF / t - °, ti. HERE p SON WHEN INDICATETYPICAL GRADE J - :., 1 I .1 j ' t STRAND DRAPE � 3'-0' MAX W -BEAM STRAND EXCAVATION \- O OD Y WHEN INDICATED AS SPECIFIED II r+ ON PLAN, TYPICAL . ep 1 • #4 FOR L = 14. OR LESS DETAIL "C" DETAIL "C1" p so L NOTE: DETAIL"F" 3-#4FOR L=zsroas COMPLETED CAN BE STRESSING END INSTALLATION BRICKLEDGE WHEN DETAIL" " SUBSTITUTED DETAIL TV APPLICABLE FOR DETAIL "Fi ". 6 1 'STRAND AS 2 i TMP BRICKLEDGE WHEN SHOWN ON PLAN 1 'MIN. Q J! l APPLICABLE ( PLA3TIC FIXED/ ANCHOR SHEATHING ,C% •„ . • 1- #4 BACK U BAR I I ANCHSTRAIND 0 ILyS� � + `� I � -CHAIR 3� \ 011 CUSHION y CHAIR SAND. TYP. 1\ "i: - 10' • 12" .. ,I �'-CHAIR � 4� TOP OFF -$ �` f ' POST -TENSION STRANDS / !' SLAB STRANDS S I '(dl STRIP i' y I SHEATHING GRADE1 ` _ i WHEN INDICATED '1!f WHEREAPPLICABLE � � � SLAB STRANDS ' ON PLAN, TYPICAL. ' 4'-! , d�'! WHERE APPLICABLE `20d NAIL I BS' STRAND AS STIRRUPS -STIRRUPS � � - - � #4 BARS @ 17 I 2 x D TYPICAL L SHOWN ON PLAN (MIN.) WHEN SPECIFIED WHEN SPECIFIED I #4O.BAR -r' L WHEN (2) -BS' STRANDS ARE / FIXED -END (DEAD-END) DRAPE BEAM #3 STAKES AS REQUIRED SPECIFIED IN THE BEAM, — WOOD INSTALLATION p� p ✓' STRAND TO MAINTAIN A 3' TIE 'BS'STRANDS TOGETHER r'-3- #4 BARS -3- 04 BARS WHEN INDICATED CLEARANCE FROM THE FORM ,�� TOP fl BOTTOM. TOP & BOTTOM. p » VD ON PLAN, TYPICAL AND INSTALL SIDE BY SIDE TOP VIEW Gp BOTTOM OF THE BEAM AS A SINGLE'BS' STRAND. 1 LESS 54' MAX. SPACING INSTALL ANCHORS SIDE BY SIDE SEE'2-BS• DETAIL STANDARD DETAILS DETAIL "D" DETAIL "H" DETAIL I'M" BEAM STRAND "BS" DETAIL Lo w +1 N @ �DI R v 6" DIAGONAL: 69L7 5/8" O Ln S16 0 A S23 2 SPACES 2 SPACES 4 SPACES @ 3'-3" ± I, @ 3'-3" ± I, @ 3i-2" ± • O.C. #4 BARS Im • O • ME -� _. m Im i���� 14 �- - III II II � IIIIIIIIIIIII -�IIIII II1 8, 1 iE JrLL______ _ J __—_—�_JIIIIIIIIILIII _- —__--- __-- 10-3 Oil -J�IIIIIIIIIIIIILII IIIr _- _------ ��IIIiII II ' 0 I 9-9 I 10--211 Ir I r I I I II II II II II II L — — — — — — _ J L — — — — — — — J L—------J L-------t r------- -1 F-------- r--------I F---- I ii I B II I II II II I I I I DROP I I I I I II II II I II II II I II II II I I II II II I --- J L--------J L — — — — ——— JL------- ------_ -1 T---------- �--- ----------� I II w II I II 1 o I II II 1 I I ROP I I I I I I I I I I I I 0 T- I I 3- #4 BARS I l a I I I I I I I 6'4" TYP. I I 0 I II II II II I ___ J L__—_—_ _J _ L_J L—_ r------_ -I r - - - - - - - - -� I---- ----� I II II I I II I A I II I I r II I I I I II °° C I Al I J L-1_ -_ _-J !__.--I L_ J_ BS24 A O—STEEL REQUIRED. SEE DETAILS 6" 40'-0" LoLo Lo Lo U)m U) � A N 4 SPACES @ 3'-3" ± OZOzOZOd1d NOTES: 1. TO PREVENT SETTLEMENT DUE TO SOIL CONSOLIDATION, ' �,••� •.•`j �1 ALL EXTERIOR FOUNDATION BEAMS MUST BE FOUNDED A ; • : �. ��fiE� MINIMUM OF 12 INCHES INTO UNDISTURBED SOIL. WHEN Y� FOUNDATION SITE CONTAIINS FILL (MAX. 3'-0'), THE DEEPENLU BEAM DETAIL SHOULD BE USED IN THESE FILLED AREAS. i� 00. ;Q . OZI FOR SITES WHERE FILL IS GREATER THAN 3'-0", PLEASE ` CONTACT AGTM ENGINEERING LLC TO INCORPORATE PIERS rb% /) INTO THE DESIGN. I��iA••••.; ; ••'� i 2. 3000 PSI, CONCRETE SLAB. 3. 4" OF CUSHION SAND UNDER CONCRETE SLAB IS S42 zO RECOMMENDED. 4. PROVIDE A 5 MIL POLYETHYLENE MOISTURE RETARDER BS43 BENEATH SLAB AREA. Z O 5. ALL STRANDS 1/2" DIA. - 270 K �Q S. THIS FOUNDATION DESIGN IS CONSIDERED INVALID co rn S42 UNLESS ACCOMPANIED BY A LETTER FROM AGTM W cocc�a Z ENGINEERING LLC AUTHORIZING ITS USE ON A SPECIFIC Q 5 Y co LOT & BLOCK, OR ADDRESS. 0 O. T Q J =_ S42 7. PLANS CAN BE REVERSED ON LOT AT BUILDERS Z a: DISCRETION. I- CC 8. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. _ N ti 0D (gyp W U 2-BS43 SET FORMS, DROPS, HANDICAP RAMPS, ETC., BY LLJ Cl) 0 O Op> O S4.2 ARCHITECTUAL FLOOR PLAN OR AS SPECIFIED BY F- OD p p0 OWNER/GENERAL CONTRACTOR. Z Z Q O .0 9. AT CONTRACTORS OPTION, LIVE END AND DEAD END O 11J F- Z p J m S42 REVERSAL IS PERMITTED. Z (� = w Z tiF- Z 10. AT CONTRACTORS OPTION, BRICK LEDGE MAY BE .- u- Q p O +1 INCLUDED OR OMITTED AT EXTERIOR DOOR OPENINGS. Z V g Q t -.J J- Q SL�2 11. DRAINAGE, DRAINAGE, DRAINAGE. THE FINAL GRADE � IZ M rn � @ AROUND THE FOUNDATION SHALL BE 8" BELOW THE TOP OF J Z W BS43 THE FOUNDATION AND SLOPE AWAY FROM THE S42 U FOUNDATION A MINIMUM OF 3" IN 6-0". Ci) V O O W Q O o A N 12. VIBRATE CONCRETE @ ALL CABLE LOCATIONS m ESPECIALLY AT CORNERS WHERE SEVERAL CABLES ARE 00 S42 ANCHORED. MAXIMUM CONCRETE DENSITY IS REQUIRED TO INSURE THAT A "BLOW-OUT," DOES NOT OCCUR DURING to CABLE STRESSING. W T LLO O 13. THE FOLLOWING SYMBOL INDICATES DROP IN n cn ON S42 FOUNDATION. THE AMOUNT OF DROP AND EXACT c O BS43 LOCATION IS TO BE DETERMINED BY PLAN OR AS N DIRECTED BY OWNER/CONTRACTOR. 2O LL S42 a FOUNDATION: S42 1. THICKNESS T= 4" QQ 2. BEAM WIDTH W= 10" g U S42 3. BEAM DEPTH D= 33" m 2-BS43 4. AREA = 2166 SQ. FT. 9 a w +1 5. EST. CONCRETE = 85 YRDS. " arc S16 v 6. SOILS REPORT: z LL o 0 N @CME TESTING AND ENGINEERING, INC. a � Q 1806 WELSH AVENUE, SUITE C cc S16 COLLEGE STATION, TEXAS 77840 m U 'BS17 PROJECT NO. 26118 J W o Lo y� Q DATED: OCTOBER 2, 2006 0 %Ili LhE m S Z% cS C n nU 6" CAUTION: IN THE EVENT THATACABLE Ij 5) Lu PASSES THROUGH A PLUMBING OPENING, *CAUTION: VIBRATE ALL CABLE LIVE 2 MOVE CABLE TO EDGE OF OPENING. AND DEAD ENDS TO ENSURE MAX. UJ U_ CABLE SPACING CAN BE ADJUSTED, BUT IN DENSITY CONCRETE, ESPECIALLY � NO EVENT CAN CABLE SPACING BE AREAS WHERE MULTIPLESTRANDS Q W GREATER THAN 5'V D.C. COME TOGETHER SIMPSON LSTA21 OR FRONT VIEW GS20 (ATTACH TO FRAMING ON OPPOSITE SIDES OF SHEATHING) TYPICAL BOTH SIDES 3" GRID PATTERN 8d '6" MIN.' OF OPENING. COMMON NAILS TO HEADER TOP PLATE TON '' HEADER - 2 ROWS OF �; HEADER CLEAR 16d SINKERS, 3"O.C. SPAN ACROSS �� 3 O.C. NAILING IN ALL v FRAMING -STUDS, a BLOCKS, TOP PLATE, AND BEHIND THE o STHD10 HOLDDOWN 3 BOTTOM PLATE TYPICAL 5/8" ANCHOR BOLT EMBEDDED 7" MIN. TYPICAL 2- SIMPSON HTT16 EACH SIDE - TYPICAL ALTERNATE 1-STORY - 1611 MIN. SIMPSON LSTA21 OR CS20 (ATTACH TO FRONT VIEW FRAMING ON OPPOSITE SIDES OF SHEATHING) � TYPICAL BOTH SIDES HEADER CLEAR OF OPENING. SPAN ACROSS 3" GRID PATTERN 8d COMMON NAILS TO HEADER i J. � � .L TOP PLATE TO �• HEADER - 2 ROWS OF 16d SINKERS, 3-O.C. 0 T 3" O.C. NAILING IN ALL FRAMING -STUDS, BLOCKS, TOP PLATE, AND BEHIND THE STHD10 HOLDDOWN 2- SIMPSON STHD14 5/8" ANCHOR BOLT EACH SIDE - TYPICAL 3 BOTTOM EMBEDDED 7" MIN. PLATE TYPICAL TYPICAL _1-STORY�-1 MfN. IN I zgozozodMB, . 9� •••: 2 :•�••'•vi'y�d o B o • . I � Q ul mna vv� IL : ul • : 1�Z a�W • Q: v f a D. wee 6-0° MIN. 5'-0" MIN. 5'-0" MIN. • �ii•• REAR 6f�••• •: Q :.0••i; b 1 x 4 LEi-lN INTO TOP AND 7 S BOTTOM PLATEAND•f 3 ' ' + PLAN VIEW IE�VEId+NO S,I;DS TYP: Q �"� 71 cn LESai (� to co S THAN 12 &° LESS THAN 25 0" LESS THAN 2S-0° SS THAN 12 &° J LU ��` Z !- LLI 2 cn 570° Z O_ ti Ll QZZ Q =� p oo U (no RIGHT � �. O � 1 W O c� J�ar`o ~0 Oow0N �-NZo >Q RIGHT (1. w° z Z Z)oo m LEFT Z w U'�^CC � Q� a. m�� 319' STRUCTURAL Q v' ° 0 W E'CETAR AC SHEATHING Z � mU o0 0 0 mr 3(B' STRUCTURALru SHEATHING •1 4'-0° D4'-0� _ �_ U- k N t_ REAR a Lii 31H��THiNo� °qq° IL �4'-0� SEE DETAIL 'r U Q U 13TORY m 16' MIN. a O FRONT 5140" MIN. 5'-0° MIN. 5'-0" MIN. } TYP. TYP.I TYP. I (� SE11 SOSMN., SHETHIG m to Q B"MIN. A D TTOMPLATEAD1 x 4 LET•IN INTOTOPAND. � INTERVENING STUD_S_TYP. O H O cc m U CD q ��m 4'-0"LESS THAN 12'-& 2' LESS THAN 2S-0° LESS THAN 2S-0" SS THAN 1-G' ai Q TYP, L TYP. 'g z_ ono co m 40'-0" s -- 57'-0" C n W ?� FRONT LEFT w W < moll Q Q W