Loading...
HomeMy WebLinkAboutRES2008-00433o8''i�3 � WFl004748 / 001 City of College Station PAGE 1 I_ REQ. DATE: 02/14/08' 02/14/08 16:29:30 LOCATION: 3318 KEEFER LOOP LOC ID: 207812 REQUESTOR: H & E CONTRACTING ORIGIN: CUSTOMER -WALK IN REQ USER: ACARTER AUTH USER:ACARTER WRK TYPE: WTR 3/4" SWR 41' ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 02/14/08 SCHED COMPLETION: 02/14/08 ******************************************************************************** JOB ORDER RESULT COMMENTS SHEET INDEX - COVER SHEET A-1 FOUNDATION S-2 PLANS A-3 ELEVATIONS A-4 ELEVATIONS A-5 SECTIONS A-6 ELECTRICAL PLAN A-7 a mN M � O QN A0 u u Cl U E-+ Ts O � U`3 00 o 3 0 U n U . o. �o or- o CLL Oa O cc y �o S 0Elm Q m 1 FRONT ELEVATION �: KM COMPACTED SELECT FILL -------= — , p----- -- - ------ . s7-: -------r-- P.I.<15 g-. 6 MIL. POLYETH. VAPOR BARRIER ; c #3's ® 1-0• O.C.E.W.�— #3 STIRRUPS— G @ 36- O.C. 2'-0' DEEP BEAM: 1'-2' OR AS 2-Ws T&B REQUIRED BY LOCAL CODE 2INTERIOR BEAM DETAIL SCALE, vrb,•-cr #3'B @ V-0' O.C.E.W. 6 MIL. POLY VAPOR BAF COMPACTE FILL P.I. < 11 #3 STIRRUF 36' O.C. 2'-8' DEEP 2-1&•s T&B REQUIRED BY LOCAL CODE PORCH BEAM DETAIL #3's @ 1'-0 O.C.E.W. 6 MIL. POL VAPOR BA #3 STIRRL 36- O.C. COMPACT SELECT FI P.I. < 15 Z-8' DEEP 2 #6's T&B r-z- UK AS REQUIRED BY LOCAL CODE 4EXTERIOR BEAM DETAIL SCALE_ ,/Zti,•.p` THIS DRAWING WAS NOT DESIGNED BY AN ENGINEERING OR AN ARCHITECTURAL FIRM. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONSULTED REGUARDING STRUCTURAL FRAMING AND FOUNDATION. SHOULD AN ENGINEERS SEAL BE PRESENT ON THE DRAWING• THEN THE ENGINEER OF RECORD' SWILL BEAR THE SOLE RESPONSIBILITY FOR THE STRUCTURAL DESIGN. , RAI. SHALL NOT BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN ANDARANY PROBLEMS THAT MAY ARISE REGUARDING THE DESIGN. DEPENDING ON MATERIAL USED BY BUI DEP. 61? BRICK LEDGE MAY BE DELETED IF NEEDED FOUNDATION CONSTRUCTION GRADE BEAM EXCAVATIONS SMALL BE PLUMB. NEAT MID THOROUGHLY CLEANED. CONCRETE SMALL BE PLACED IMMEDIATELY AFTER EACH POUR SECTION HAS BEEN PREPARED. NE CONT ALL STRUCTURAL CONCRETE SHALL BE NORMAL -WEIGHT WITH A MINIMUM 2B-MAY COMPRESSIVE STRENGTH OF 3D00 PSL CONCRETE MD(SMALL CONTAIN S SACKS OF CEMENT PER CUBIC YARD (MINIMUM) AND 7 GALLONS OF WATER PER SACK OF CEMENT (MINSOUW ALL CONCRETE WORK SMALL CONFORM TO AG 31& CONCRETE ALL FORCING BARS SMALL BE ASTM A815 GRADE SD (EXCEPT 13 BARS GRADE AO} DETASLNo. FABRICATING AND PLACEMENT 6HALL CONFORM TO THE ACI DETAILING MANUAL AND ACI 31& LAP CONTINUOUS BARS 40 DIAMETERS AT SPLICES. CONCRETE PROTECTION FOR REINFORCEMENT (COVER) SHALL BE AS FOLLOWS. T TOP FOR SLAB ON GRADE 1 1?TOP, FOR GRADE BEAMS S CAST AGAINST FORMS ?CAST AGAINST SOIL PROVIDE SUPPORT CHAIRS FOR ALL REINFORCING STEEL INSTALL K • Bd' LSHAPED BARS TOP AND BOTTOM IN DIP•OSED FACE OF EXTERIOR GRADE BEAM CORNERS. TT SMALL BE E RESPONSIBILITY OF THE CONTRACTOR TO: IN EXAMINE ADLL DRAWINGS FORROATIONS•DRSSLOPESOEMSED 02 COMPAREARCHRECTURAL AND STRUCTURAL SECTIONS AND RI5'ORTALL DISCREPANCIES TO THE DESIGNER PRIOR TO FABRICATING OR INSTALLING STRUCTURAL WORK 03 VERIFY DIMENSIONS PRIOR TO STARTING WORK THESE DRAWINGS DO NOT INCLUDE ALL COMPONENTS NOR PROCEDURES NECESSARY FOR CONSTRUCTION SAFETY SUCH ITEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AREA SUMMARY Area Perimeter GARAGE 429.079 SF 86'-7 3/8' PORCH - FRONT 35.444 SF 25'-5' PORCH = REAR 93.167 SF 38'-10- TOTAL A/C 1702.372 SF 191'-7- TOTAL SLAB 2260.063 SF 214'-2' FINISHING NOTES 1. 2. 3. 4. s. <l4) I II II I I II II I II II � I II 2 II I I I m 4 ----J L-- -J L--- J r----� �--- --� r--- I II II I II II I I 3 I II II � .�----J L----J L--- I J r- ,,,------1 r----I F--- 3 I SLOPE I II II I I I 2 rfP I I ------1----J L - - - I II II II I II II II I 4 I I II II II I 2 II II II I I —j I- 4 II II II I I II 2 T�? II I II II II I - II II I I I I L — — — — — — — J L — — J L — — — — J I— — — — J — — — — — — — — -- 11 FF . --I F D� II I I L_ I 4 \ \ \\\ \ L___-J L__ J I III I I II I 4 I I I DROP 1 FOUNDATION PLAN SCALE VB' - ,'-0' a M O z NO O OD to L, C UH"O 00 U`"3 o� 3 I 'I AREA SUMMARY Area Perimeter GARAGE 429.079SF 88'-731W PORCH - FRONT 35.444 SF 25d' PORCH - REAR 93.167 SF 38'-10' TOTAL A/C 1702.372 SF 191'-r TOTAL SLAB 2260.063 SF FINISHING NOTES 1. - 2. 3. 4. 5. WINDOW SCHEDULE MARK SIZE STYLE HEADER HEAD HT. ROUGH OPENING DESCRIPTION WD HGT WIDTH HEIGHT 1 3'-0' 1'4' FIX 2-2'4' 6'-0' 3'-0' V-4- D-L FIXED FLATARCH 2 3'-0' 6'-0' TWIN 2-2'X6' 6'-8' 3'-0' 6'-0' D-0 S.H.TWIN 2 3'-0' 6'-0' TWIN 2-2'X6' 6'-0' 3'-0' 6'-0' D-L S.H.TWIN 3 8'-0' V-4" FIX. 2-2'x6' . 6'-8' 6'-0' V-4' D-L FIXED FLATARCH 4 4'-0' 4'-0' S.H. 2-2'x6' 6'-8' 4'-0' 4'-0' 1-1 S.H. 5 3'-0' 1 6'-0' S.H. 2-2516' 6'-8- 3'-0' 6'-0' 1-1 S.H.' 6 W-W W-17 S.H. 2-2'x6' 61-8' 4'-0' 4'-0' 1-1 S.H. 7 3'-0' 6'-0' S.H. 2-2'x6' 6'-8- 3'-0' 6'-0' 1-1 S.H. 8 3'-0' 6'-0' S.H. 2-2'x6' 8'-8' 3'-0' 6'-0' 1-1 S.H. 9 3'-0' 4'-0' TWIN 2-2'X6' 6'-0' 3'-0' 4'-0' 1-1 S.H.TWIN 9 3'-W 4'-0' TWIN 2-2'X6' 6'-0' 3'-0' 4'-0' 1-1 S.H.TWIN 10 3'-0' 3'-0' S.H. 2-2'4' 6'-8' 3'-0' 3'-0' 1-1 S.H. DOOR AND FRAME SCHEDULE NUM SIZE SWING HEADER FRAMING DESCRIPTION WD HGT WIDTH HEIGHT 1 3'-0' 8'A' Left 2-2-W 3'-T 6110 12' EXT. RAISED 6-PANEL STEEL 2 7-r 6'-' Left 2--W 7-10' 6110117 H.C. INT. SMOOTH 3 241' V.8' Left 2-2W Z-10' 6'10 12' H.C. INT. SMOOTH 4 Z4r 6'-0' . Left 2-2*W 7-10' 611012' H.C. INT. SMOOTH 5 Z4r W-W Left I 2-ZW 7-10' 8'10 12' I EXT. 15-LT. FRENCH 6 Z-T 6'-8' Left 2-ZW 2-T 6'10 12' H.C. INT. SMOOTH 7 Z-0' 6`4r Right 2-7W Z-T 6'1012' H.C. INT. SMOOTH POCKET 8 2-0' 6-81 Right 2-ZW 7-T 8'1012' H.C. INT. SMOOTH POCKET 9 7-0' F-W Left 2-ZW 7-T 8'10 12' H.C. INT. SMOOTH 10 Z-V 6'-8' Right 2.zw Z-T 8'10 12' M.C. INT. SMOOTH 11 24' &-s- Left 2-2W 7-10' 8'1012' H.C. INT. SMOOTH 12 z4r 8'_8' Left 2-2'W Z-T 6.10117 H.C. INT. SMOOTH 13 Z4r 6W Left 2-2-W 2-10' 6110 Ur H.C. INT. SMOOTH 14 Z4r V-8" Left 2-2*W 2-10' 6'1012' H.C. INT. SMOOTH 15 2-0' W-81 Right 2-ZW Z-T 6'1012' H.C. INT. SMOOTH 16 741' 6'-8' Right 2-ZW 2-10' 6*1012' H.C. INT. SMOOTH POCKET 17 74' w-w Left 2-2W 7-2' 6'10 12'• H.C. INT. SMOOTH 16 2.8' V-s" Right 2-2W `7-10' 8'1012' EXT. RAISED 6-PANEL STEEL 19 16'-0' 6'-8' Left ENG. 16'-T r-0' EXT. OVERHEAD DOOR Lo''--\\.� � \ M O A aM N 0 0 U G z Q00 N N A� C 'r'tiC�N Ov cc 00 cz U`"3 O d' __A01111 00 04 Ezi g 1 FLOORPLAN SCALE: 1/6' e v f M yC> T� E AN N O A0 to 00 U ` 3 o 3 0 A 1 SECTI N A ALL ROOF. SLOPES 8:1 M �° ,a --,•a UNLESS OTHERWISE NO 2SECTION B SCALE: ,/8• = 1'-0- M a p - z a x N O Ak � cn Q 00 vi .. O U F_ o 00 _ 0 � I / �Z ,EPAFY LOCATION / \\ 0 LU` i , 0 1 -- II I I / O r— _. ----�. i i ,__, u p I 1 I u 11 - 1 I I , I I u u a I I II i y1 1 yam/ / , - - �t- / I� I -- ----- - -�� / . / 1 I gas► / TO Ar UONi I � _ I I • I D.B.. I `� i I � � g�QI _ -1------------------� I � I I / I I / I • I/ I A I �I I z I I P Lora rn • mp0 � CG°o 1 ELECTRICAL PLAN �� 4 � -,'-w , � �a4 ELECTRICAL LEGEND Q�1 110 VOLT OUTLET � LIGHT FO(TURE �} 220 VOLT OUTLET {� WA CREEK MEADOWS LOT-7 BLOCK - 3 PHASE -1B 1 SITE PLAN SCA F. I/Ir _ row 1 S 4 5 C /88'(0 0 E MAIILIBOX o 0 33 ►'B KEEFER LOOP M O T yN� C Q i. N O Q 000 vi N ¢Q N Ir 00 o 3 0 tn E 4:1 BUILDING PIERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Application Number . . . . . Application pin number . . . Property Address . . . . . . Property ID: R #. Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 08-00000433 Date 2/14/08 609487 3318 KEEFER LOOP 660030-0103-0070 R304767 RESIDENTIAL, 1 UNIT DETACHED NEW WILLIAMSGATE PH 1 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 112332 Owner Contractor ROBBIE ROBINSON, LTD H & E CONTRACTING 3800 SH-6 S 2306 KENDAL GREEN CIR STE 104 COLLEGE STATION TX 77845 COLLEGE STATION TX 778455840 (979) 574-0374 --- Structure Information 000 000 SINGLE FAMILY Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID DUE FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT HEATED AREA 1702.00 INTERIOR WALL TYPE GYPSUM NUMBER OF BATHROOMS 3.00 NUMBER OF BEDROOMS. 4.00 SEWER TYPE PUBLIC TRAFFIC IMPACT ANAL (TAZ) 406.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . AC Permit pin number . 552158 Permit Fee . . . . 499.00 Plan Check Fee .00 Issue Date . . . . 2/14/08 Valuation . . . . 112332 Expiration Date . . 8/12/08 Qty Unit Charge Per Extension BASE FEE 460.00 13.00 3.0000 THOU BLDG, VAL 100001-500000 39.00 ---------------------------------------------------------------------------- Special Notes and Comments -Windows next to closet doors to be tempered glass if built ------------------------------------------- ------ --- ---- -•------------- BUILDING DEPT �P YEENTATIVE:` APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 08-00000433 Date 2/14/08 Application pin number . . . 609487 ---------------------------------------------------------------------------- Special Notes and Comments as shown. -Narrow Wall Bracing Fully Sheathed with 2-Simpson Panel at Fronts of Garage. *ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTERS) *PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 3011) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY *PROVIDE CHEMICAL TREATMENT OR PHYSICAL BARRIER (SUCH AS METAL OR PLASTIC TERMITE SHIELDS) FOR PROTECTION AGAINST TERMITES. IF CHEMICAL TREATMENT IS USED, THE CONCENTRATION, RATE OF APPLICATION AND TREATMENT METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL. BORACARE TREATMENT IS A SUITABLE SUBSTITUTE. ALL METHODS MUST BE USED IN CONJUNCTION WITH TREATED SILL PLATES. PROOF OF METHOD TO BE USED SHALL BE RECEIVED IN OUR OFFICE BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. *PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2006 INTERNATIONAL RESIDENTIAL CODE *Surface Drainage Shall Be Diverted to an Approved Point of Collection. Lots Shall Have a Grade Fall Minimum of 6" inches Within the First 10' feet Away From the Foundation Walls. *ELECTRICAL SHALL BE INSTALLED PER 2005 National Electrical Code & LOCAL AMENDMENTS *ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET *MINIMUM FOUNDATION STANDARD - ALL FOUNDATION SHALL COMPLY WITH THE MINIMUM FOUNDATION STANDARD AS PER CITY'S ORDINANCE (FOUNDATION DETAIL SHALL BE SHOWN ON PLANS) MAKE SURE TO INCLUDE REBAR SLAB GROUND *ALL FRAMING SHALL COMPLY WITH 2O06 INTERNATIONAL RESIDENTIAL CODE *PROVIDE ENGINEERED BEAM FOR GARAGE DOOR HEADER *ATTACHED GARAGES SHALL HAVE ALL TOP PLATE AND HEADER PENETRATIONS SEALED *Assure Proper GFI Locations, Including One Within 25' Of Outside A/C Unit *PROTECTION FROM IMPACT - APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IM CT BY AUTOMOBILES ------------------------------------------ --- �---------- BUILDING DEPT REPRE NT IVE: APPLICANT: /� BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 08-00000433 Date 2/14/08 Application pin number . . . 609487 ---------------------------------------------------------------------------- Special Notes and Comments *PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION *Wall and Ceiling Insulation are as follows respectively. If Wall to Window Ratio is up to 15% the Values Shall be R-13 and R-30, above 15% the Ceiling Insulation is Increased to R-38. *ACCESS TO JACUZZI TUB CIRCULATION PUMPS SHALL BE PROVIDED IN ACCORDANCE WITH 421.5 OF THE 2006 INTERNATIONAL PLUMBING CODE. IF NOT DETERMINED BY MANUFACTURER IT SHALL BE A MINIMUM OF 12" X 12" AND IF PUMP IS GREATER THAN 2' FROM ACCESS OPENING THEN IT MUST BE 18" X 18" OPENING *IF LAWN SPRINKLERS IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. *REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT *A Minimum of No. 15 Asphalt Felt or Other Approved Water Resisitive Barrier Shall be Placed Over All Exterior Sheathing Per 2006 IRC Section R703.2 *THE MAXIMUM ALLOWABLE DRIVEWAY WIDTH MEASURED AT THE PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12' *ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN, STRAPPING BETWEEN STORIES, OR HOLD DOWNS ARE REQUIRED THESE ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS BEEN DONE TO ALLOW FOR COVER-UP *MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET NARROW WALL BRACING REQUIREMENTS PER IRC CODE SECTION R602.10 IN 2006 IRC *If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. Also assure proper protection of pipe to U.V. light. *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 TO BE VISIBLE FROM ROAD *WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI *RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE *For residential applications with a glazing area that exceeds 150 of the gross area of exter'or walls, R-8 duct -------------------------------------- - - - --- ----- --�----------- BUILDING DEPT R P ENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 4 Application Number . . . . . 08-00000433 Date 2/14/08 Application pin number . . . 609487 ---------------------------------------------------------------------------- Special Notes and Comments insulation is required. As an alternative, R-6 duct insulation can be used if the a/c system has a SEER rating of 12 or more. *PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. *SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR DUCTS, CEILING FANS AND RETURN AIR *PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. FORM SURVEY MAY BE SUBMITTED IN PLACE OF STRINGS. *SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120 DEGREES *THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED FENESTRATION/WINDOW PRODUCTS DEPENDING ON PERCENTAGE OF WALL TO GLAZING/WINDOW RATIO UP TO 20% A .40 OR LOWER FACTOR AND ABOVE 20% TO 30% A .35 FACTOR OR LOWER SHALL BE MET. *ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY *SMOKE DETECTORS SHALL BE INTERCONNECTED, 120 VOLT W/BATTERY BACKUP AND LOCATED IN EACH SLEEPING ROOM AND OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS *REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. *WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE TEMPERED GLASS *TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS *AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING EQUIPMENT AND A PRESSURE REDUCING VALVE *PER R308.4 GLAZING ADJACENT TO STAIRWAYS WITHIN 36" AND LESS THAN 60" ABOVE WALKING SURFACE MUST BE TEMPERED (2003 IRC) *U-Factor Ratings for Window % up to 15% is .65, from 15% to 20% is .55, from 20% to 25% is .54 and above 25% is .46 or lower. *RANGE/DRYER DUCT MUST COMPLY WITH 2O06 IMC *ALL PLUMBING, ELECTRICAL, AND HVAC (m chanical) WORK MUST - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 ----------- BUILDING DEPT REP SENTATIVE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE, COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 http://bpinspect.cstx.gov ---------------------------------------------------------------------------- Page 5 Application Number . . . . . 08-00000433 Date 2/14/08 Application pin number . . . ---------------------------------------------------------------------------- 609487 Special Notes and Comments BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK *GAS APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE IGNITION SOURCE IS 18" ABOVE THE FLOOR IN PRIVATE GARAGES. THIS INCLUDES BOTH WATER HEATERS AND CLOTHES DRYERS. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 ---------------------------------------------------------------------------- Fee summary Charged --------------------------- Paid Credited Due Permit Fee Total 499.00 ---------- 499.00 -------------------- .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 350.00 350.00 .00 .00 Grand Total 849.00 849.00 .00 .00 - APPLICANT: r APPLICATION FOR BUILDING PERMIT 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX CITYQE: .0 1GESTATION -WWW.CSTX.GOV P6tiiniigi� DevclopinmtSrnicei ((Fa Office Use Only DATE:AII JOY TRCC Rdatt� APPLICATION # \ /U� -1 3-5 TEMP POLE # ADDRESS/LOCATION: 33 19 )Cee I-OCDa LOT�_ Il _ SUBDIVISION -5 l 14 C- �� SEC/PH_Lp_� BUSINESS/OWNER NAME: \A 4r E c s PHONE: S-i'$ - CONTRACTOR/HOMEOWNER: \Ae-cj6 fib+- 76%.-% %e-mcX PHONE: S14 - '07 1 �} CONTRACTOR ADDRESS: Q. o . Sox \ c'7 % C> Co\\e-fie S}c,,Ac;,v + t % K -7 7 %'+o ELECTRICIAN: PLUMBER: liar A @�.,.c�b�hg HVAC: Ski\\ Ccce-tt GOOD CENTS (Residential only): 1 CLASS OF WORK ACCESSORY/STORAGE ' LOCATION RE -ROOF l� ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION * SLAB ONLY DUPLEX (Landscape Plans) REMODEL/RENOVATION* SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK: .� PROPOSED USE: 11�c, vN ky HOMEOWNER ASSOC IATI ON/ARCH ITECTUAL OR DE IGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT STRATION# EABPRJ VALUATION: $ SEAJI&O HEATED EA: of Labor and PUBLIC SEWER ❑ SEPTIC/TREATMENT SYSTEM X SEWER TAP: WATER TAP: OTHER TAP: TEMP POLE GARAGE TYPE: �t SIZE 14 SIZE SIZE SINGLE a ATTACHED RgoMS: 'PE:Of C ►GK. ROOF TYPE: DOUBLE XI TRIPLE a DETACHED ] CARPORT S \o& Co e,,trC+ C C%A-'Ro *e SIGNATURE OF APPLICANT: 4 *If proposed work involves new commdrcigl construction or facade impr vements/renovations to an existing commercial property, building elevations are required. Official Use Only kJII4A Plans Examiner 1M p j sfvft ba e2 (j(M�S�� �t o� Zoning Official Mments: or NO tL-Ij Fire Marshall — fzul� �Lc" tih, S'l-tyro'i pals 9 6>4"O" 41,0�f hm,-s -b sae %. 4 bui'lf al aawpoj Energy Code Compliance Information % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling 1 (flat areas) 3� Insulation R value of ceiling 2 (vaulted areas/no attic)_ 15 / Glazing SHGC • `+ Glazing U-Factor •6s R value of ductwork A/C SEER Rating 13 Protection Against Subterranean Termites © Chemical Termiticide Treatment (Soil Treatment) ❑ Chemical Termiticide Treatment (Field Applied Wood Treatment) ❑ Physical Barriers ❑ Other *Verification of Application shall be submitted to the City of College Station Building Department prior to issuance of the Certificate of Occupancy. PLAN REVIEW (*f/q" ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning& DevelopmentServica COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# 0$ i133 �T DATE: BUILDING ADDRESS: e e>L L . I. Foundation Requirements- Mim nimuCi Foundation Standards NA/Vp— A. Concrete minimum compression strength 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 and Beam Reinforcement F. Protection Method used for Termites. G. Wood foundation details indicated OK II. Framing: Floor, Wall, Ceiling and Roof Requirements q/ 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 K E. Header sizes indicated on plans NA/ F. Emergency bedroom egress 1. Exit direct to outside 2. Operable 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. Operable 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 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. OK A K PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning ddDevelopment Services COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX III. Stairway Requirements A. Stairway Details OK 1. Maximum riser height 7-3/4 inches 2. Minimum tread width 10 inches 3. Stairway risers are uniform 3/8" Max. difference 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 thirty-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 K A. Hearth extensions 1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening 2 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 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 (*f/q" ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION CITY OF COLLEGE STATION 1101 TEXAS AVENUE Planning dDevelopment Services 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 NA/PN 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 NA/ 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 K 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 N Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements N K Maximum drive width for residence is 25' combined for circular and 12' minimum for single Minimum 20 feet from driveway to side(intersecting) street property line sight triangle Driveway access to lesser street for corner lots Subdivision Regulations — Ordinance 690 N AJW A roved subdivision Plat filed Flood lain Regulations — Ordinance 1301 N Does not block any water course or divert any flow Elevation certificate needed *HOK "APPROVED PLANS PER IRC SECTION R106.3.1." PLANS EXAMINER 02- Iz -Do DATE