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HomeMy WebLinkAboutCNEW2006-01032boo • I C),-.3A P OPendaflenr /3Esselte R 7521/3 10% P4 BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, *"77r40 PHONE: (979) 764-3570 FAX: (979) 764-34,96 �. Application Number . . . . . 06-00001032 ,t Date 4/10/06 Property Address . . . . . . 305 MARION PUGH DR Property ID . . . . . . . . . 005001-1004-0000 , R ## . . . . . . . . . . . . . R13547 '. Tenant nbr, name . . . . . . CARPORT COVERED PARKING Application type description COMMERCIAL, OTHER Subdivision Name . . . . . . J E SCOTT (ICL) Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 120510 Owner Contractor ------------------------ ------------------------ CALLAWAY DEVELOPMENT DAVIS BROTHERS CONSTRUCTION CORPORATION ROBERT DAVIS 1250 NE LOOP 410 STE 800 2200 LOUETTE ROAD SAN ANTONIO TX 782091525 SPRING TX 77388 (281) 355-3800 --- Structure Information 000 000 CARPORT COVERED PARKING Construction Type . . . . . FIRE RESISTANT Occupancy Type . . . . . . UTILITY AND MISCELLANEOUS Other struct info . . . . . EXTERIOR WALL TYPE NA IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE NA HEATED AREA 1.00 INTERIOR WALL TYPE NA SEWER TYPE NA TAZ 1.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . GS Permit Fee . . . . 523.00 Plan Check Fee .00 Issue Date . . . . 4/10/06 Valuation . . . . 120510 Expiration Date . . 10/07/06 Qty Unit Charge Per Extension BASE FEE 460.00 21.00 3.0000 THOU BLDG, VAL 100001-500000 63.00 ---------------------------------------------------------------------------- Special Notes and Comments Electrical conduit installation shall be installed per city specs and is the responsibility of the owner and/or contractor. Contact the electrical division at (979) 764- 6314 for more information. ELECTRICAL SHALL BE INSTALLED PER 2002 National Electrical Code & LOCAL AMENDMENTS ----------------------------------------- --- - -- ---- ----------- BUILDING DEPT R P SENTATIVE: ` APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE , COLLEGE STATION, = 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number . . . . . 06-00001032 Date 4/10/06 ---------------------------------------------------------------------------- Special Notes and Comments All outdoor lighting must be in compliance with Section 7.10, Outdoor lighting Standards of the City's Unified Development Ordinance CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM MUST COMPLY WITH THE NOISE ORDINANCE (MAX. 55 DBA) ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK CARPORT COLUMNS MAY NOT BE LOCATED IN THE MIDDLE OF PARKING SPACES NOR REDUCE THE NUMBER OF PARKING SPACES IN ANY WAY. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total Plan Check Total Grand Total BUILDING DE APPLICANT: 523.00 523.00 .00 .00 523.00 523.00 .00 .00 .00 .00 .00 .00 03/29/2006 17:47 9797643496 COCS DEVELOPMENT SER PAGE 02/02 Oft uzn only ~� APPLICATION FOR BUILDING PERMIt DATE' T1100Me CITY OF COLLEGE STATION l 1101 TEXAS AVENUE APPLICATION # CEO - COLLEGE STATION, TX 77840 TEMP -POLE # CITY Of COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Pl NiV d .Lkwkpmmr Scm ar WWW.CSTx.GOV -'''ADDRESS/LOCATION: 3G)5 ry\-Av- 0 P06�(-- "Pnt V­f- C.5. —T'� -77b� O LOT BLOCK SU13DIVISION SEC/PH BUSINESS/OWNER NAME:-MQlrxt'' Corit '. %Mll4+oy? PHONE: a._,°o� - �j�p- e) CONTRACTOR/HOMEOWNER:(I LS", PHONE: CONTRACTOR ADDRESS: 9900 (fPjt)r S�l`r ►O-s ELECTRICIAN: �'� r�,%S,�Y c`C� PLUMBER: HVAC: __. ._.__ _ . GOOD CENTS (Resident!21 MIA'. CLASS OF WORK ACCESSORY/STORAGE ADDITION DEMOLITION (Asbestos Survey) DUPLEX (Landscape Plans Required) DESCRIPTION OF WORK: `fip L CATION OVING NEW CONSTRUCTION " RCM��O,,DCURCNOVATION* RE -ROOF SHELL ONLY SLAB ONLY 2VVIMMING POOL STRUCTURE USE: ID 4, r V, HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ VALUATION; $ /a.o, 5I01 60 TOTAL AREA: �.. ___ _..____ _ HEATED AREA. (Cost of Labor and Materials) ❑ PUBLIC SEWER. ❑ SEPTIC/TREATMENT SYSTEM $EWER TAP: ❑ WATER TAP: ❑ OTHER TAP: ❑ TEMP POLE GARAGE TYPE SIZE SIZE SIZE SINGLE ATTACHED {� SIGNATURE OF APPLICANT: "If proposed work involves new Co c Ni IMRFR OF FIFnROOMS' NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EX'I hKIUK WALL TYPE: FOUNDATION TYPE: ROOF TYPE: DOUBLE F7 TRIPLE DETACHED I J--CARPDR or facade improvements/renovations to an existing commercial property, building el ations a required. Olfralal Use Only Plans Examiner Zoning Official 1�'fir. r NO �ktj _"B” MULTIPLE BAYS 0 OP77ONAL: CAN77LEVER AT El7HER END O BEAM p CANT BEAM OLUMN L ' L—RAFTER ROOF PLAN 0 �— CLIP ANGLES OF ROOF DECK ABOVE D+4' D+4' SLOPE 1140 PER FT., (ROOF DECK (D AM CHANNEL COLUMN SEC TION ,#12x3/4 HWH 7FK w/ SEAL 72. 0. C. AT BEAM #2 x3/4 SMS w/ SEAL 4'— 0" 0. C. AT LAPS CITY OF COLLEGE STATION Building Inspection Department Received 3 // i/ Reviewed 3/iy/b6 F. DIMENSIONS Q 4" BRACE WHEN TRIM DEPTH EXCEEDS 1 518" 0 TRIM DETAIL CITY OF COLLEGE STATION BUILDING INSPECTION DEPARTMENT REviEWED FOR COMPLIANCE PER NOTES ON PERMIT ;NO COMMENTS PER NOTES" ON PLANS/SHEETS BY DATEO L ROOF DECK (2) f12 x3/4" 1/2" W10E X K SCREWS (TYR) 16 go BRACE O BEA 1V 1 BRACE MA TERIALS �OLUMNS — 2—C1O x 2 1 2x 14GA FY=57 KSl RAFTER — 2—C10 x 3 1 2 x 14GA FY=57 KSI BEAMS — 2--C10 x 2 112 x 14CA FY=57 KSl ROOF DECK — 17' 11 " HR-36 PANEL 26GA TRIM — UP TO 10 "-26GA FOOTING — 3000 PSI CONCRETE HARDWARE —12GA CLIP ANGLE W/ 4-1/2" ASTM 307 BOLT, NUT, WASHER PARKING AREAS TO BE CONCRETE GENERAL N D TES STEEL REINFORCEMENT NOT REQ'D UNLESS SHOWN MINIMUM DEPTH 48" WHEN ROCK SUBSTRATE ENCOUNTERED and FO077NG EMBEDDED 12" MIN. INTO SUBSTRATE Grade 5 bolts are to be snug tigh t only. No special inspection required Z--CLIP ANGLES 3" WELD 3'—C O.C. ATTACHED WI7N 0 o � � AS7M A307 BOL TS 0 0 3/4" BOL T, NUT, WASHERS �rH SIDES UT A325 TYPICAL I� I h 00 THE SEAL APPEARING ON THIS DOCUMENT I WAS AUTHORIZED RBY I 10„ CHARLFS K. GOODRICH, P.E. 31143 „ COPYRIGHT 2001 0 iG— SEE SIZE � f ON 12/28/05 COLUMN DETAILtill •31143Qc. G/ST —_"B" MUL77PLE BAYS "C" OP77ONAL: CANTILEVER AT EITHER END O BEAM p CANT BEAM -'I--COLUMN a I I ^� AFTER III � 1 IIff � Q L__� �CLIP ANGLES OF ROOF DECK ABOVE ROOF PLAN D+4' D+4' SLOPE 114" PER FT ( -ROOF DECK O 0 CHANNEL COLUMN Z R ,I N SECTION , 'J2 4 HWI TEK w/ SEAL 7.2" 0. C. A T BEAM #12 x314 SMS w/ SEAL -- 4' 0" O. C. AT LAPS CITY OF COLLEGE STATION Building Inspection Department Received Reviewed 3L.,yZ06 L--CLIP ANGLES ATTACHED W17H Q (4) 112" DIA. Z ASTM AJ07 BOL TS OR I� I SEE SIZE DIMENSIONS BRACE 4 WHEN TRIM DEPTH EXCEEDS 1 518" ® TRIM DETAIL CITY OF COLLEGE STATION BUILDING INSPECTION DEPARTMENT REVIEWED FOR COMPLIANCE PER NOTES ON PERMIT NO COMMENTS C?rPER NOTES ON PLANS/SHEETS BY Carl- DATE L ROOF DECK W#12 x3/4'' 112" WIDE X K SCREWS (TYP.) 16 ga BRACE © BEAM BRA CE MA TERIALS COLUMNS — 2—C10 x 2 1 2x 14GA FY-57 KS! RAFTER — 2—C10 x 3 1 2 x 14GA FY-57 KSI BEAMS — 2—C10 x 2 112 x 14GA FY-57 KSl ROOF DECK — 17' 11 " HR-36 PANEL 26GA 1RIM — UP TO 10 "-26GA FOOTING — 3000 PSI CONCRETE HARDWARE —12GA CLIP ANGLE W/ 4-1/2" ASTM 307 BOLT, NUT , WASHER PARKING AREAS TO BE CONCRETE GENERA L N 0 TES STEEL REINFORCEMENT NOT REQ'D UNLESS SHOWN M/NIMUM DEPTH 48" WHEN ROCK SUBSTRATE ENCOUNTERED and F0077NG EMBEDDEb 12" MIN. INTO SUBSTRATE Grade 5 bolts are to be snug tight only. No special inspection required 3" WELD 3'—O" O.C. 90TH BI ES AU& A325R�ICAL THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY CHARLES K. GOODRICH, P.E. 31143 COPYRIGHT 2001 0 ON 12/28/05 COL UMN DE TA IL 1 �,...4.3 ............. ,P 31� • :; c�G/STti��''t JIB" »B H • MULTIPLE BAYS O BEAM p 7/0 CANT CLIP ANGLES OF ROOF DECK ABOVE ROOF PLAN Dd-4' D+4J SLOPE 114" PER FT (,— ROOF DECK O 0 CHANNEL COLUMN Z z �O N SEC TION "C JJ OP77ONAL: CAN77LEVER AT EITHER END UMN ,¢°12x3/4 HWH 7EK w/ SEAL 7.2" 0. C. A T BEAM if12 x3/4 SMS w/ SEAL 4 -0" O.C. AT LAPS CITY OF COLLEGE STATION Building Inspection Department Received 3,// /06 Reviewed /r���°6 P DIMENSIONS BRACE 4" WHEN TRIM DEPTH EXCEEDS 1 518'J 10 TRIM DETAIL CITY OF COLLEGE STATION BUILDING INSPECTION DEPARTMENT REVIEWED FOR COMPLIANCE MPER NOTES ON PERMIT NO COMMENTS lJ5 PER NOTES ON PLANS/SHEETS 8Y Dofe early DATEy ROOF DECK (2) #12 x3/4" 112" WIDE X T K SCREWS (TYP.) 16 go BRACE 0 BEAM BRA CE MA TERIALS MLUMNS — 2—C10 x 2 1 2x 14GA FY-57 KSl RAFTER — 2—C1O x 3 1122 x 14GA FY-57 KSI BEAMS — 2—C10 x 2 112 x 14GA FY-57 KS1 ROOF DECK — 17' 11 HR— 36 PANEL 26GA TRIM — UP TO 10 "-26GA FOOTING — 3000 PSI CONCRETE HARDWARE —12GA CLIP ANGLE W/ 4-112" ASTM J07 BOLT, NUT , WASHER PARKING AREAS TO BE CONCRETE GENERAL N 0 TES STEEL REINFORCEMENT NOT REQ D UNLESS SHOWN MINIMUM DEPTH 48" WHEN ROCK SUBSTRATE ENCOUNTERED and F0077NG EMBEDDED 12" MIN. INTO SUBSTRATE Grade 5 bolts are to be snug tight only. No special inspection required CLIP 77ACHEOANGLES Iff , 3" WELD J'—O" O.C. Z Q (4) 1/2" DIA. 711 ASTM A3O7 BOLTS 0 0 314" 13S T, NUT, WASHERS �o BOTH SIDES ASTM AJ25 TYPICAL 1� op THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED 8Y 1 O a CHARLES K. GOODRICH, P.E. 31143 COPYRIGHT 2001 0 IG- SEE SIZE ON 12/28/05 COL UMN DE TAIL 7 V