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Home My WebLink AboutRES2006-03490, 06-3491I 124.41' I ----------- 10' P.U.E.-----------�-1 20' B.L. I I I I ------------4O'B.L.------------� + � I I KEEP THIS AREA CLEAR OF UTILITIES I I FOR FUTURE POOL 0 o J f I Tr ui \� I _JL_JL_� X L -ter-ter-- r i--- i Illl r---� -1F -if -� II I GONG. I I I I I APRON I II o ❑ --_ _---- av Bl. 12 GONG. n IVE 6J — — I& RADIUS co 1,FE � 96.84' 1'L� 4' GONG. \ti ----- - - WALK- , 32. IU5 CURB REINF. GONG. v APPROACH REINF. GONG. APPROACH 1207 royal adelade - - - - ...................... 4 STREET ELEV = 0.00" GOVERA&E BREAKDOWN LOT AREA 2 5, 5 1 4 50. FT. HOUSE PAD 5,5 2 & 50. FT. DRI VEMALK 2, 7 7 6 50. FT. TOTAL GOV. 6, 3 0 4 50. FT. PERG. GOV. 3 3 % note: BUILDER TO APPROVE LOCATION OF HOUSE ON LOT, AND TO VERIFY ALL EASEMENTS AND BUILDING -LINES, PRIOR TO START OF CON5TRUGTION. - 4' PUBLIC, HALK AS PER 5UBDIV1510N - FINISHED FLOOR ELEVATION TO BE 1'-0" (MIN) ABOVE NEAREST MANHOLE COVER SERVING THI5 RESIDENCE. ABOVE INFORMATION 15 BASED ON AN A55UMED MANHOLE GOVER ELEVATION OF +14". ACTUAL 51TE VERIFICATION BY BUILDER SHALL BE REQUIRED. of 23 block 39 ebble creek site plan 50ALE: 1/16" = 1'-0" - DRAINAGE DE516N 15 BEYOND THE 5GOPE OF WORK OF THI5 FIRM. GREAT CARE SHOULD BE TAKEN IN EVALUATING THE DRAINAGE REQUIREMENTS. PLAN NO. 5255 FLYSHEET WF0862724 /•001 -City of College Station PAGE 1 V REQ. DATE: 01/03/07-.'F.._ 01/03/07 14:54:50 LOCATION: 1207 ROYAL ADELADE DR LOC ID: 196554 REQUESTOR: S C STOKES CONSTRUCTION, INC ORIGIN: CUSTOMER -WALK IN REQ. USER: KWOLFE AUTH. USER: KWOLFE WORK TYPE: ROUT 4" SWR TAP 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 01/03/07 SCHED COMPLETION: 01/03/07 ******************************************************************************** JOB ORDER RESULT COMMENTS PREPARED 12/17/07, 11:59:50 INSPECTION TICKET PAGE 2 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 12/17/07 ------------------------------------------------------------------------------------------------ ADDRESS . : 1207 ROYAL ADELADE DR SUBDIV: PEBBLE CREEK CONTRACTOR S C STOKES CONSTRUCTION INC PHONE (979) 690-6626 OWNER TOOMBS, BARRY D & LINDA D PHONE PARCEL 497900-0039-0130 APPL NUMBER: 06-00003490 RESIDENTIAL, 1 UNIT DETACHED NEW ---------------------------------------------------------------------7-------------------------- PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 1/25/07 OC BLDG, FOUNDATION -SLAB TIME: 17:00 1/25/07 AP January 25, 2007 8:12:40 AM kwolfe. Strings On Setbacks O.K. Slab Ground Installed B145 01 2/16/07 JGM BLDG, EXT. SHEATHING FASTENER TIME: 17:00 2/16/07 AP February 16, 2007 8:45:47 AM glsouth. GARAGE DOOR AREAS B115 01 6/11/07 JGM BLDG, FRAMING TIME: 17:00 6/12/07 AP June 6, 2007 12:16:06 PM kwolfe. B130 01 6/14/07 JGM BLDG, INSULATION TIME: 17:00 6/14/07 AP June 13, 2007 12:52:54 PM acarter. B125 01 12/ 7 07 I BLDG, FINAL TIME: 17:00 I, 4 of Alp O C December 17, 2007 9:00:33 AM kwolfe. -------------------------------------- COMMENTS AND NOTES --------- ------------ r �� I 4 1_ Date: 12/17/2007 Inspection Comments for Finals Permit Year: 6 Permit Number: 3490 Address: 1207 ROYAL ADELADE DR TYPe Inspection Type Code status Inspection Result Comments Description B100 BLDG, FOUNDATION -SLAB IC Strings On Setbacks O.K. B100 BLDG, FOUNDATION -SLAB IC Slab Ground Installed M100 MECH, ROUGH IN IC 06/07/2007, 04:56 PM OC PDA M100 MECH, ROUGH IN IC upstairs return has sewer vent running through it. Page 1 4 PREPARED 1/12/07, 7:33:18 INSPECTION TICKET PAGE 10 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 1/11/07 ------------------------------------------------------------------------------------------------ ADDRESS . : 1207 ROYAL ADELADE DR SUBDIV: PEBBLE CREEK CONTRACTOR S C STOKES CONSTRUCTION INC PHONE (979) 690-6626 OWNER TOOMBS, BARRY D & LINDA D PHONE PARCEL 497900-0039-0130 APPL NUMBER: 06-00003491 TEMP POLE ------------------------------------------------------------------------------------------------ PERMIT: TEMP 00 TEMP POLE PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ TEMP 01 1/11/07 BI TEMP, FINAL TIME: 17:00 )V)6P' January 11, 2007 12:56:15 PM glsouth. --------------------------------------- COMMENTS AND NOTES -------------------------------------- P,�2 I 1 ► �qnq WF0866170 / 001 City of College Station PAGE 1 REQ. DATE: 01/12/07 01/12/07 13:31:44 LOCATION: 1.2.07 ROYAL ADELADE DR LOC ID: 196554 " REQUESTOR: S C STOKES CONSTRUCTION ORIGIN: CUSTOMER -WALK IN REQ. USER: BKORTHAUER AUTH. USER: BKORTHAUER WORK TYPE: ROUT TEMP POLE PASSED TASK:SET UP NEW UTILITY ACCT SET READY SCHED START: 01/12/07 SCHED COMPLETION: 01/12/07 JOB ORDER RESULT COMMENTS /20-7- 1�6 yp( Altdt, .-. �.4-04;073 v (. _ 3, fo Job Truss Truss Type City Ply LU J070166 F01 FLOOR 5 1 LTX.032707.09.02 6.400 s Oct 9 2006 MTek Industries, Inc. Tue Mar 27 15:48:17 2007 Page 1 0-1-8 ' H 1-3-0 1-5-8 b 1 21. TOP VIEW 48" N. . C/L 2-1/8" DIA. HOLE 1.5.3 II A B c D E F 2-1/8" DIA. HOLE G H v L R a N M L K 1.6xJ II JxB = J 3A = 3" DIA. HOLE MAY BE CUT INTO ONE INSERT NEW FACE OF NEW OSB 4x2 MEMBERS GUSSET (DO NOT NOTCH OSB GUSSETS) 2-9-0 8-2-8 10-8-8 13-5-8 2-9-0 5-5-8 2-6-0 2-9-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.09 K-L >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.16 K-L >992 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.03 1 n/a n/a BCDL 5.0 Code IBC2003/TPI2002 (Matrix) Weight:71 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 0=786/0-3-8,1=78610-5-8 FORCES(Ib)- Maximum Compression/Maximum Tension TOP CHORD O-P=-38/0, A-P=-38/0, 1-Q=-46/0, H-Q=-46/0, A-B=-2/0, B-C=-1339/0, C-D=-2130/0, D-E=-2130/0, E-F=-2021/0, F-G=-1354/0, G-H=-2/0 BOT CHORD N-0=0/839, M-N=0/1829, L-M=0/2130, K-L=0/2130, J-K=0/1851, IJ=0/832 WEBS G-1=-1105/0, B-0=-1114/0. GJ=01726, B-N=0/696, F-J=-091/0, C-N=-682/0, F-K=0/310, C-M=0/559, E-K=-320/39, D-M=-238/0, E-L=-152/52 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) Attach ribbon block to truss with 3-10d nails applied to flat face. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �- J 4 (J' Q - 1`"' ""K � C� v V v �,`�.��t1F11111t1 * •T!M MRGEN r *Repair: 2-1/8" diameter hole drilled through top chord and webs as shown. ......0................. r"":"•" 90 r rfjj 1. Insert new 42 SYP NO.2 or better grade members cut to fit as shown. E Mr ttl �`SS/ ....... 2. Attach 3/4" APA rated 48/24, EXP.1 OSB gusset to each face as shown using tttttlttroc��,~ 1 row of 10d nails (.131" dia.x 3") at 4" o/c along each face. Stagger nails evenly between each face. A 3" diameter hole may be cut into one face of the newly 4/2/2007 attached OSB gusset (DO NOT NOTCH GUSSETS). "' BUILDING PERMIT CITY OF C� LEGE STATION 1�t01'"'XAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 06-00003490 Date 1/03/07 Property Address . . . . . . 1207 ROYAL ADELADE DR Property ID: 497900-0039-0130 R #: R114209 Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . PEBBLE CREEK Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 346830 Owner Contractor ------------------------ TOOMBS, BARRY D & LINDA ------------------------ D S C STOKES CONSTRUCTION INC 3736 RICE BLVD EDWARD E STOKES HOUSTON TX 77005 5200 WHISTLING STRAITS COLLEGE STATION TX 77845 (979) 690-6626 --- Structure Information 000 000 SINGLE FAMILY Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . EXTERIOR WALL TYPE STUCCO IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 3.00 TYPE OF GARAGE (ATT/DET) ATT HEATED AREA 5255.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 6.00 NUMBER OF BEDROOMS 5.00 SEWER TYPE PUBLIC TAZ 419.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KW Permit Fee . . . . 1201.00 Plan Check Fee .00 Issue Date . . . . 1/03/07 Valuation . . . . 346830 Expiration Date . . 7/02/07 Qty Unit Charge Per Extension BASE FEE 460.00 247.00 3.0000 THOU BLDG, VAL 100001-500000 741.00 ---------------------------------------------------------------------------- Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT TNTFRRTTPTFR (R ) ------------------- BUILDING DE APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1i01 AXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number . . . . . 06-00003490 Date 1/03/07 ---------------------------------------------------------------------------- Special Notes and Comments 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. ALL METHODS MUST BE USED IN CONJUNCTION WITH TREATED SILL PLATES PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2003 INTERNATIONAL RESIDENTIAL CODE ELECTRICAL SHALL BE INSTALLED PER 2002 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 Hearth Extension Needed For Fireplace Opening <6 sq. ft.(8" side & 16" front) For Openings >6 sq. ft. (12" side & 20" front) 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 PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION IF LAWN SPRINKLER 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 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 2003 IRC BUILDING DE APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1'101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 3 Application Number . . . . . 06-00003490 Date 1/03/07 ---------------------------------------------------------------------------- Special Notes and Comments If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. 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 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 15% of the gross area of exterior walls, R-8 duct 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. 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 PRODUCTS SHALL NOT EXCEED .4 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. STAIRS SHALL COMPLY WITH SECTION R-311 (2003 IRC) WITH A CONTINUOUS HANDRAIL OR SECTION 1009 (2003 IBC) AS APPROPRIATE, CONTINUOUS HANDRAIL NEEDED, ENDS SHALL BE RETURNED OR SHALL TERMINATE INTO A NEWEL POST OR SAFETY TERMINAL ON COMMERCIAL JOBS. WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE BUILDING DE APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 4 Application Number 06-00003490 Date 1/03/07 ---------------------------------------------------------------------------- Special Notes and Comments 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) RANGE/DRYER DUCT MUST COMPLY WITH 2O03 IMC ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST 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 Make sure to get 6'-8" Headroom above fixtures under stairs. Narrow Wall Bracing Fully Sheathed with Modifications to the breakfast area as shown on plans. Also 30" garage framing or if less then APA with 20" minimums. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ------------------------------ --------------------------- Permit Fee Total 1201.00 1201.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1951.00 1951.00 .00 .00 BUILDING DE APPLICANT: TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE'STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 06-00003491 Date 1/03/07 Property Address . . . . . . 1207 ROYAL ADELADE DR Property ID: 497900-0039-0130 R #: R114209 Application type description TEMP POLE Subdivision Name . . . . . . PEBBLE CREEK Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 0 Owner Contractor ------------------------ TOOMBS, BARRY D & LINDA D ------------------------ S C STOKES CONSTRUCTION INC 3736 RICE BLVD EDWARD E STOKES HOUSTON TX 77005 5200 WHISTLING STRAITS COLLEGE STATION TX 77845 (979) 690-6626 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . KW Permit Fee . . . . 20.00 Issue Date . . . . 1/03/07 Valuation . . . . 0 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . TEMP ELECT POLE CONNECT 45.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ------------------------------ ----------------- Permit Fee Total ---------- 20.00 20.00 .00 .00 Other Fee Total 45.00 45.00 .00 .00 Grand Total 65.00 65.00 .00 .00 ------------------- BUILDING DE APPLICANT: CITY OF COLLEGE STATION Planning c 1 Drpelopmcnt Sernicet. ADDRESS/LOCATION APPLICATION FOR BUILDING PERMIT 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX WWW.CSTX.GOV For Office Use Only l l L (.e [ b (P DATE: TRCC REG((�� I\ I APPLICATION # 0 j a— )Hq O 1" TEMP POLE # �0 1 LOT ' ,3 v BLOCK / ✓ SUBDIVISION / � b ht h & l- , f- Yy-�e EC/PH '7 6 BUSINESS/OWNER NAME: S •G "tiffs C C) A/ fW-''oIPJPHONE: - 00 - CONTRACTOR/HOMEOWNER: t PHONE: I� Al-S- 2 CONTRACTOR ADDRESS: �a 6 G Gii� lS 7`(/ y I /I1 \�,S CG" Y_t�"m ELECTRICIAN: PLUMBER: ice_ HVAC: GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF in ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) V NEW CONSTRUCTION ' SLAB ONLY LU DUPLEX (Landscape Plans) REMODEL/RENOVATION" SWIMMING POOL O TENT/CANOPY Uj DESCRIPTION OF WORK: k U PROPOSED USE <s' / ,v q /-C :� vu t HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD"? TANDA2RD (TAS) ROJECT REGISTRATION# EABPRJ VALUATION: $ JLq U I`6J� 1/ TOTAL AREA:Sb ,R V HEATED AREA: (Cost of Labor and Materials) PUBLIC SEWER SEPTIC/TREATMENT SYSTEM SEWER TAP: L� I I WATER TAP: ❑ OTHER TAP: TEMP POLE GARAGE TYPE: v� JILt IZE bize SINGLE 71 ATTACHED NUMBER OF BEDROOMS NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: s!�-iu► �� S-F-�Jc�o FOUNDATION TYPE: ��Q ,'4 a aye S I 1t' C d (fie S S tit ROOF TYPE: �!t!!�QVfAr If DOUBLE F__j TRIPLE EE[ k.v DE TAC79, a CARPORT SIGNATURE OF APPLICANT: " *If proposed work involves new commercial construction o acade improv ments/renovations to an existing commercial property, building elevations are required. Official Use Only /I-17- C(w Plans Examiner Zoning Official % S4 ,�IR,s Comments: �or NO (� �8 2oaM. 1pj �A yto� Sv,ce r;" bito-A. A11 *IC Roos 5 ti��ts ) Fire Marshal l3a" &A t d . op, Energy Code Compliance Information % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling 1 (flat areas) s. lation R value of ceiling 2 (vaulted areas/no attic) K. (- Ing SHGC Ca'ng U-Factor R aloe of ductwork �AJAIER Rating lo .sib I =} r-IvBN /Z -M a'4 r1p,* Q, ,, 13 P-30 / A . qo I 4 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# DATE: 0(p-3'49a 11 - /7-66 BUILDING ADDRESS: lao7 /oval �ar�� `� I. Foundation Requirements N A. Concrete minimum f c of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier 6 mil. 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' Ion 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 K II. Framing: Floor, Wall, Ceiling and Roof Requirements N 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 M OK 1. One -hour rated extending to roof deck OK E. Header sizes indicated on plans 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. Exterior wall covering indicated on plans 2. Sheathing indicated on plans 3. Moisture barrier indicated on plans 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 and spacing and purlin bracing indicated. O. Roof covering used. P. Indicate Wall Bracing Used for Lateral Bracing 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 II. Framing: Floor, Wall, Ceiling and Roof Requirements continued N 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 S. 18" Overhang allowed on zero lot line construction, perforated soffit allowed. T. Protected openings on walls < three feet from property line III. Stairway Requirements N A. Stairway Details 1. Maximum riser height 7-3/4 inches 2. Minimum tread width 10 inches 3. Stairway risers are uniform 3/8" diff. max. 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 above handrail 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 four 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 stairwa 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) NA/ A. Hearth extensions 1. Fireplace opening < 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 extend at least three (3) feet higher than the highest point where it projects through the roof of a building & at least two (2) feet higher than any portion of the building within ten (10) feet horizontal 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 V. Electrical Service Requirements N A. Electrical plan to include: 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 VI. Plumbing Requirements N A. Pressure reducing valve required when water pressure exceeds 80 psi 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 NAOW 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 NA/ 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/ Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements NA/ Maximum drive width for residence is 25' combined for circular 12' minimum Minimum 20 feet from driveway to side(intersecting) street Driveway access to lesser street for corner lots Subdivision Regulations — Ordinance 690 NAf Approved subdivision Plat filed Flood lain Regulations — Ordinance 1301 N Does not block any water course or divert any flow Elevation certificate needed OK v i�3_07 PLANS EXAMINER DATE