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HomeMy WebLinkAboutRES2007-01227, 07-1228Do I - I i2b It i PREPARED 8/16/07, 12:05:10 INSPECTION TICKET PAGE 3 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 8/16/07 ------------------------------------------------------------------------------------------------ ADDRESS . : 4103 MCLISTER DR SUBDIV: SOUTHERN TRACE PH 2 CONTRACTOR STYLECRAFT BUILDERS PHONE (979) 690-1222 OWNER . . PHONE PARCEL . . 579530-0207-0010 APPL NUMBER: 07-00001227 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B115 01 7/06/07 RH BLDG, FRAMING TIME: 17:00 7/06/07 AE July 5, 2007 2:04:49 PM glsouth. 07/06/2007 11:24 AM RH PDA Block floor joist at storage room. B130 01 7/09/07 RH BLDG, INSULATION TIME: 17:00 7/09/07 DP July 9, 2007 8:01:34 AM kwolfe. 07/09/2007 10:32 AM RH PDA Did not install exterior plug boxes and seal as noted on rough -in. Need to insulate behind upstairs tub. B130 02 7/10/07 RH BLDG, INSULATION TIME: 17:00 7/10/07 AP July 10, 2007 10:17:10 AM acarter. B132 01 7/12/07 RH BLDG, SHEETROCK FASTENER TIME: 17:00 7/12/07 AP July 11, 2007 4:03:11 PM kwolfe. B125 01 1 7 B BLDG, FINAL TIME: 17:00 August 16, 2007 10:24:46 AM glsouth. -------------------------------------- COMMENTS AND NOTES-------------------------------------- 1s s �� Date: 8/16/2007 Inspection Comments for Finals Permit Year: 7 Permit Number: 1227 Address: 4103 MCLISTER DR Type Inspection Type Code Description status Inspection Result Comments B115 BLDG, FRAMING IC 07/06/2007 11:24 AM RH PDA B115 BLDG, FRAMING IC Block floor joist at storage room. B130 BLDG, INSULATION IC 07/09/2007 10:32 AM RH PDA B130 BLDG, INSULATION IC Did not install exterior plug boxes and seal as noted on B130 BLDG, INSULATION IC rough -in. Need to insulate behind upstairs tub. E110 ELEC, ROUGH IN IC 07/05/2007 10:04 AM RH PDA E110 ELEC, ROUGH IN IC Need to finish plug at back porch by framing. Also, light Ell ELEC, ROUGH IN IC fixture in bathroom needs 3ft. from tubs edge. E150 ELEC, FINAL IC 08/15/2007 02:59 PM RH PDA E150 ELEC, FINAL IC Put 10-3 spare wire in box by building final. Page 1 .eken merrttt,lnc.e ATS (Engineers Inspectors &Surveyors 4611 Bee Cave Rd. • Suite 200 Austin.Texas 78746 512.328.6995 512.328.6996_Fax ats 0 ats-eng in eers.com Commercial and Residential Engineering • Structural • Civil • Mechanical • Electrical • Plumbing • Surveying Rehabilitation Designs Texas Accessibility Standards (ADA) Compliance Reviews & Inspections Certified Code Compliance Inspectors . & Plan Reviewers Construction Consulting L 0 rj FRAMING CERTIFICATION Builder: Stylecraft Homes Attn: Eddy To whom it may concern: G)4A�o C� e , June 19, 2007 Revised June 22, 2007 — I ATS Engineers has issued a variety of windbrace plans for Stylecraft Homes in College Station, Texas. It has" recently been. brought to our attention that the interior wall, connections to the exterior walls in a few homes currently in the framing stage, were not constructed according to. the notes included in our plans. Specifically -the . `wring' configuration that allowed significant loads to be transferred from the exterior walls.to the interior walls was altered and replaced with small pieces of 2x4 blocking nailed between. exterior.studs. i It is my opinion that these connections can be properly reinforced with the addition'of -angled brackets. Simpson A23, A35, or L70 angles may be installed at 16" O.C. on both sides of the interior walls, offset to ensure no splitting occurs. A total of (10) angles are needed at each wall intersection. The angles must be installed according to the manufacturer's instructions, using 10d nails in every hole. The walls critically in need of bracing for the 1690 and.1714 plans are indicated on the following pages. Where necessary all (10) angles may be placed on one side of the wall connection if the contractor is able to ensure that no splitting occurs. If additional studs are needed to give the angles a proper seat, they should be added: If additional studs may be added such that the original connection described in the windbrace plans is now possible, this is acceptable. The wall intersections do not need to be filled with solid blocking. Please note, only -the connection described in this letter have -been evaluated per -the scope of this letter. Please contact me if you have any questions. Mike Matustik, P.E. Robert Adams, E.I.T' Structural Department Manager 1 certify that I have produced this certification as an independent registered professional engineer and have no interest, present orprospective, in this property or anyone involved with this piroperty. T warrant that ATS has' looked at the structural components of this property in a diligent manner and Nas made recommendations based on my experience and opinion. Ch$nges may occur during construction that could make null and void the contents of this.icport. No other warranty, either expressed or implied, is hereby made. Please note that this certification shall expire with any change in referenced code or any .changes from the referenced plan date ;�rd architecture. Page 1 of 3 r---------------------------------� i I 1 I � I 2ND WINDBRACING,PLAN SCALE1I8'=l'-0' Plan # 1690 ST WINDBRACING PLAN All interior walls intersecting exterior walls and marked " e � " must be braced in the manner prev-described. I. r O F �MICHAEL .:MATUSTIK. P �'•.... 75494 Page 2 of 3 ODgp� S'oNAL Cry/ ./ 1 STWINDBRACING PLAN E. �ND WINDBRACING PLAN Plan # 1714 SCALEaIB"=1'-0' All interior walls intersecting exterior walls and marked " t" must be braced in the manner previously described. N. .......... MICHAEL. H. I ..... i �, • 75494' 0- G;Z�S Page 3 of 3pn�°s�;•G/STEQ:� ,PC The RBC Roof Boundary Clip is designed to aid installation and transfer shear loads between the roof diaphragm and wall top plates. The locator tabs make proper location of the clip easy. The RBC can be used on wood or masonry walls and will handle roof pitches from 0:12 to 12:12. MATERIAL: 20 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • Field bend to desired angle - one time only. • See flier F-RBC04 for more information on installation and code requirements. CODES: See page 12 for Code Listing Key Chart. The RBC installed to blocking resists rotation and lateral displacement of rafter or truss. Code references: • IRC 2000/2003, R802.10.3 Lateral Support • IBC 2000/2003, 2308.10.6 Blocking • UBC 1997, 2320.12.8 Blocking Blocking allows proper edge nailing of sheathing. Code references: • IRC 2000/2003, Table R602.3(1), footnote i • IBC 2000/2003, 2305.1.4 Shear Panel Connections • UBC 1997, 2315.1 General 0 Typical RBC Installation RBC Doug -Fir -Larch/ Spruce -Pine -Fir Model Type of Bending Fasteners So. Pine Allowable Code No. Connection Angle Allowable Loads Loads Ref. To Plate To Blocking -' Lateral Lateral 133/1 ti0 133/160) 1 45° to 90° 6-1Odxl1/2 6-1Odxl1/2 440 380 RBC 02 0° to 30° 6-10dx11/2 6-10dx11/2 485 420 160 30 0° to 45° 3-1/4'x21/i Titen' 6-10dx11/2 350 350 1.Allowable loads are for one anchor attached to blocking minimum 11/2' thick. 2.RBC can be installed with up to 3': gap and achieve 100% of the listed load. 3.Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 4. When attaching to concrete use 3-1/4xl3/: Titens. 5.RBC installed over 1' foamboard has a load of 395 lb. (133/160%) in a parallel to wall (Fl) load direction for Douglas Fir. For SPF, the load is 340 lb. 6. NAILS: 10dx11/z = 0.148" dia. x 1'/V long. See page 16-17 for other nail sizes and information. Z2 clips secure 2x4 flat blocking between joists or trusses to support sheathing. j MATERIAL: Z clips -see table. A21 and A23-18 ga.; all other A angles-12 ga. FINISH: Galvanized. Some products available in stainless steel or Z-MAX; see Corrosion -Resistance, page 6-7. INSTALLATION: • Use all specified fasteners. See General Notes. • Z clips do not provide lateral stability. Do not walk on stiffeners or apply load until diaphragm is installed and nailed to stiffeners. CODES: See page 12 for Code Listing Key Chart. - - - -- -- ------ - - --- ----- - -_ Available with additional corrosion protection. Check with factory. r r - A44Installation (A33 similar) Model NospW Dimensions W2 L Fasteners Base Post Allowabit LoadDF/SP ;``�133j Y 4t a n 5 16p)s'3- Code Ref. Bolts Nails Bolfs Nails 11/z 13A — 2-1 Odxl1/2 — 2-10dx11/2 180 175 245 175 4, 28, 37, 87,104,121 11h 2a/4 — 4-1 Odxl 1/2 — 4-10dx11/z 485 485 585 565 4, 37, 87,104,121 3 11% — 4-10d — 4-1Od .'625 170 % 11h — 4-1Od — 4-10d 9/a 11/z 2-x e — 2-% — — — 8 2 3-% — 3-% — — — 2 21/i 1 1h — 1-1/4 2-10d % 2 1 1fz — 1 1/s 4-10d W, r 1 Rafter/muss . (TYp) Blocking (TYD) Typical RBC Installation Over 1" Foamboards up 1* Hi gap ] Typical RBC Installation 3/: gap Typical RBC Installation to CMU Block .g A21/ 23 IIt tadn 8 N Moisture barrier not shown y� 170 See footnotes on page 171. A311 Installation A24 Installation SIMPSON Strong -Tie •The larger LTP5 spans subfloor at the top of the blocking or rim joist. The embossments enhance performance and the min/max nailing option allows for design flexibility. The LTP4 Lateral Tie Plate transfers shear forces for top plate -to -rim joist or blocking connections. Nail holes are spaced to prevent wood splitting for single and double top plate applications. May be installed over plywood sheathing. The A35 anchor's exclusive bending slot allows instant, accurate field bends for all two- and three-way ties. Balanced, completely reversible design permits the A35 to secure a great variety of connections. MATERIAL: LTP4/LTP5-20 gauge; all others-18 gauge FINISH: Galvanized. Some products available in stainless steel or Z-MAX; see Corrosion -Resistance, page 6-7. INSTALLATION: • Use all specified fasteners. See General Notes. • A34—Use 8-8dx11/T nails. •A35—Use 12-8dx11/i nails. • A35—Use 9-8dx11/z nails for connection types At, E, Ci. • A35—Bend one time only. • LTP4—Use 12-8dx11/2* nails. • LTP5—Use 12-8dx11/z' nails; G Max use 14-8dx11/z' nails. CODES: See page 12 for Code Listing Key Chart. $0 0 Available with additional corrosion protection. Check with factory. A34 3. b . { t 4Y4' LTP4 Model No. Type of Connec- lion Direction of Load OF/Sp Allowable Loads SPF/HF , .. Allowable Loads Code Ref. Floor (100) 'Roof (125) (133/160) Floor (100► Roof (125) (133/160) A34 1❑ F1 345 365 365 295 315 315 Fz 280 280 280 240 240 240 Al,E 260 320 335 225 275 290 C1 170 170 i70 145 145 145 Az .260 320 345 225 275 290 3,39, 88,121, A35 33 Cz 260 315 315 225 270 270 140 D 150 150 150 130 130 130 F1 450.: 450 450 450 450 450 Fz 515: 645 685 450 555 600 A35F Deleted — see LTP4 and LTP5 G 515 645 670 445 555 595 LTP4 51 J 515 645 670 445 555 595 6 30, H = 515. >645 '670: 445 555 595 97,121 G 520 595 595 445 510 510 LTP5 6l G Max 610 630 630 525 540 540 J 520 555 555 445 475 475 160 H 520 555 555 1 445 475 1 475 1. Allowable loads are for one anchor. When anchors are installed on each side of the joist, the minimum joist thickness is 3'. 2. Roof loads are 125% of floor loads unless limited by other criteria. 3. Some illustrations show connections that could cause cross -grain tension or bending of the wood during loading if not reinforced sufficiently. In this case, mechanical reinforcement should be considered. 4. G and H direction only: LTP4 can be installed over W plywood with 8dxl MY nails and achieve .72 of the listed load, or over 1/2' and achieve .64 of the listed load. 8d commons will achieve 100% load. 5. The LTP5 may be installed over sheathing up to 1/:' thick with no reduction in load when 8d common (0.131" dia, x 21/z") nails are used. 6. NAILS: 8dx11/i = 0.131" dia. x 11/z" long. See page 16.17 for other nail sizes and information. ❑5 LTP4 Installed over Plywood Sheathing A35 Joists to Plate with A Leg Inside Joists to Beams LTP5 Studs to Plate with B Leg Outside Ceiling Joists to Beam IF, tA1 FZ 10 A34 2Q A35 LTP4 attaching Top Plates to Rim Joist 1A2 02 I r4 © LTP5 Installed over Plywood Sheathing t,mmney rrammg 169 SIMPSON Strong -Tie • 0 0 N U O No. Ga Dimensions Fasteners' (Total) Allowable' DownloadModel (125) Code Rel. W H B TF Z2 20 25/,e 11/2 1% 13A 4-10dx1'/2 465 170 Z4 12 1'/2 31/z 2'/e 13/4 2-16d 465 4, 37, Z6 12 1'/2 5% 2 13A 2-16d 485 87,121 Z28 28 24%e 11h 1 % 13A 10dx1 W — 170 Z38 28 24'is 21/2 13A 1% 1Odxl1Fe' — 1 14,3TM Z44 12 2'/z 3'/z 1 2 13'e 4-16d 865 1. Z28 and Z38 do not have nail holes. Fastener quantities are as required. 2. Allowable loads have been increased 25% for roof loading (Z clips), 33% and 60% for earthquake or wind loading (A angles); no further increase allowed; reduce where other loads govern. 3. Z4 and Z6 loads apply with a nail into the top and a nail into the seat. 4. NAILS:16d = 0.162" dia. x 3`e long,10dx1'/z = 0.148" dia. x 1le long. See page 16-17 for other nail sizes and Information. The GA Gusset Angles' embossed bend section provides added strength. L-Staggered nail pattern reduces the possibility for splitting. LS-Field-adjustable 0• to 135• angles. MATERIAL: L-16 gauge; GA and LS-18 gauge FINISH: Galvanized. Some products available in stainless steel or Z-MAX; see Corrosion -Resistance, page 6-7. INSTALLATION: • Use all specified fasteners; see General Notes. • • LS-field skewable; bend one time only. • Joist must be constrained against rotation (for example, with solid blocking) when using a single LS per connection. CODES: See page 12 for Code Listing Key Chart. Available with additional corrosion protection. Check with factory. 3v»� S 7 LS Model No. L Fasteners Doug Allowaiilej Floor Fir La ctr/$o Pine ' dads'?' 8no�i; Roof a33/ Spruce -Pine -Fir Allowable Loads' Floor Snow Roof 133/ (100) (115) (125) 160 Cade Ref. GAi 23/4 4-1Od 185 185 185 185 160 160 160 160 •= GA2 3'/4 6-1Od 335 385 415 490 290 335 335 335 33,122 L30 3 4-10d 220; 240%t, `Z40 .:40 190 205 205 205 L50 5 6-10d 335 38 _. 410 ,, -4— 1 290 335 360 385 3, 28, 39, 88, L70 1 7 8-1 Od ;445;, 51b: 5�55 '565 380 435 475 485 104, 121 L90 9 1010d 480 550 600 640 3, 39, 88,121 LS30 3% 6-1Od 335 385 420 420 290 335 335 335 LS50 47/e 8-1Od 450 520 560 600 390 450 485 520 7 90 121 140 LS70 1 6% 10-1Od 560 645 675 675 485 560 580 580 LS90 1 77/e 12-10d 670 770 840 890 580 670 730 770 1. Use a minimum lumber thickness of 1Y4 . For 1'/z' lumber, use 0.81 of table load, except GAi in F1 direction, use 185 lbs. 2. L angles -loads are for condition F1 or F2; LS angles -loads are for condition F1 only. 3. GA1 and GA2 angles table loads are F1- loads for F2 are 220 and 335 Ibs (100) and 280 and 415 Ibs (125), respectively. (� 4. Roof loads are 125% of floor loads unless limited by other criteria. 5. NAILS:16d = 0.162" dia. x 314" long, tOd - 0.148" dia. x 3" long, 10dxl %= 0.148" dia. x 1'/z" long. See page 16-17 for other nail sizes and information. Nail the L angle's wider leg Into the joist to ensure table loads and allow correct nailing. fr Typical Z2 Installation GA1 ADJUSTABLE FROM D• To 135• BEND ONE TIME \/ ONLY. SAIT1� D LS Top View Typical LS70 Installation d y RID Typical L50 Installation Typical GA Installation 171 WFO893295 / 001 City of College Station PAGE 1 t , REQ. DATE: 04/27/07 04/27/07 13:45:09 LOCATION: 4103 MCLISTER DR LOC ID: 208554 REQUESTOR: STYLECRAFT BUILDERS INC ORIGIN: CUSTOMER -WALK IN REQ USER: NCOCHRAN AUTH USER:NCOCHRAN WRK TYPE: 4" SWR TAP 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 04/27/07 SCHED COMPLETION: 04/27/07 ******************************************************************************** JOB ORDER RESULT COM VI TrS (8/17/2007) Gina Southerland - Re: Calling for C.O. @ 4103 Mclister Dr. Page 1 From: Mitchell Carson To: Amber Carter; Benjamin McCarty; Chris Haver; Gina Southerland; Joe G... Date: 8/16/2007 2:51 PM Subject: Re: Calling for C.O. @ 4103 Mclister Dr. this one is OK Mitch >>> Gina Southerland 08/16/07 12:26 PM >>> BP# 07-1227 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.csbc.00v BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00001227 Date 4/26/07 Application pin number . . . 399270 Property Address . . . . . . 4103 MCLISTER DR Property ID: 579530-0207-0010 R #. Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . SOUTHERN TRACE PH 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 102643 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . EXTERIOR WALL TYPE MASONRY IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB TYPE OF GARAGE (ATT/DET) NA HEATED AREA 1728.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 4.50 NUMBER OF BEDROOMS 4.00 SEWER TYPE PUBLIC TAZ 427.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KW Permit pin number . 497628 Permit Fee . . . . 469.00 Plan Check Fee .00 Issue Date 4/26/07 Valuation . . . . 102643 Expiration Date 10/23/07 Qty Unit Charge Per Extension BASE FEE 460.00 3.00 3.0000 THOU BLDG, VAL 100001-500000 9.00 ---------------------------------------------------------------------------- Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) ---------------------------------------------- BUILDING DEPT ----�— 1:59taO`/fi�'---------- REPRES I APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number . . . . . 07-00001227 Date 4/26/07 Application pin number . . . 399270 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 30") WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2003 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 2002 National Electrical Code & LOCAL AMENDMENTS ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET ALL FRAMING SHALL COMPLY WITH 2O03 INTERNATIONAL RESIDENTIAL CODE 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 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 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 BUILDING DEPT REPA VE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 3 Application Number . . . . . 07-00001227 Date 4/26/07 Application pin number . . . 399270 ---------------------------------------------------------------------------- Special Notes and Comments 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 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 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 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 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------------------------------------t-------- �7----'4-- A ----------- BUILDING DEPT REPRESENTA APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION ' 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . Application pin number . . . Permit Fee Total 469.00 Plan Check Total .00 Other Fee Total 750.00 Grand Total 1219.00 07-00001227 399270 469.00 .00 750.00 1219.00 .00 .00 .00 .00 Page 4 Date 4/26/07 --------------------------------------------- ----- --- -- - BUILDING DEPT REPRE ATIVE: APPLICANT: .00 .00 .00 .00 TEMPORARY POLE PERMIT CITY OF COLLEGE STATION ' 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979) 764-3570 FAX: (979) 764-3496 ---------------------------------------------------------------------------- Application Number . . . . . Application pin number . . . Property Address . . . . . . Property ID: R #. Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 07-00001228 480280 4103 MCLISTER DR 579530-0207-0010 Date 4/26/07 TEMP POLE SOUTHERN TRACE PH 2 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 0 Owner Contractor ------------------------- ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . KW Permit pin number . 497636 Permit Fee . . . . 20.00 Issue Date . . . . 4/26/07 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 DEPT REPRESENTA,T�E1 _ _ ww.� APPLICANT: -- A----10-W----------- APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning c5 Development Services WWwCSTX.GOV For Office Use Only DATE: q-AS-OTRCC REG APPLICATION # Y / / 1 da 1 TEMP POLE # �1 l ate" V ADDRESS/LOCATION: CIO /yICL I Sj E}� IV V/ LOT I --' BLOCK /SUBDIVISION SOUTHERN TRACE SEC/PH 2 BUSINESS/OWNER NAME: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120 CONTRACTOR/HOMEOWNER: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120 CONTRACTOR ADDRESS: 4090 State Highway 6 South ELECTRICIAN: To Be Determined PLUMBER: Bass Plumbing HVAC: To Be Determined GOOD CENTS (Residential only): No CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) X NEW CONSTRUCTION * SLAB ONLY DUPLEX (Landscape Plans REMODEL/RENOVATION* SWIMMING POOL Required) DESCRIPTION OF WORK: Conventional Framing Less Slab STRUCTURE USE: Single Family Residence WALL BRACING METHOD: PRESCRIPTIVE APA PORTAL FRAME W/ CSPS ❑ ENGINEERED �X HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: N/A TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ V1"02,643-L'ess-Slab--% ,-__ TOTAL AREA: 1862 HEATED AREA: 1728 (Cost of Labor and Materials) — PUBLIC SEWER NUMBER OF BEDROOMS: 4 SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: 4.5 SEWER TAP: 4" SIZE WATER TAP: %11 SIZE ❑ OTHER TAP: SIZE TEMP POLE 1 t GARAGE TYPE: SINGLE v ATTACHED 7DE INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: BLE SIGNATURE OF APPLICANT: —K iC *If proposed work involves new commercial c nstructi( commercial property, building elevations are required — Plans Examiner C- ANk,S � 416� C8I F7 TRIPLE ?:�RPOR rfacade l pn Sidina and/or Maso Slab on Grade Composition E] '12 novations to an existing C ments: NO Zoning Official Energy Code Compliance Information % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling 1 (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC Glazing U-Factor R value of ductwork A/C SEER Rating 10% R30 .40 .65 R6 13 PLAN REVIEW y.�:•-:-ONEand-iyW4FA�V1iL'�-OEC�JPAN�Y•REQUIREMEN'�: CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# DATE: BUILDING ADDRESS: ,I 'T filC L-i S e iL I:- Foundation Requirements, Minimum.Ci ..Foundation -Standards A. Concrete minimum compression strength of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier 6mil. 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 OK II. Framing: Floor, Wall, Ceiling and Roof Requirements NA/ 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 9MOK E. Header sizes indicated on plans N 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 sizespacing, 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 sizespacing, roof slope & pudin 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.D. NaFAMILY-OCCUPANCYf REQUIREMENTg= =- i_;--- 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. -Ill. Stairway Requirements - ------ - —_.. - -------_.-_______.---_-- OK K A. Stairway Details NAkOKV I.- 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 _J IV. Fireplace Requirements OK 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 tN C. Chimneys must meet IRC Chapter 10 Requirements V. Electrical Service Requirements 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 0 PLAN REVIEW -.ONE: and .T- O" =AMILY-0CCtJPM0- Y-•REQI JIREMENTS _-- "- 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_ _Plum- binaccess 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 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 N Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements N 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 comer lots Subdivision Regulations — Ordinance 690 N Approved subdivision Plat filed Flood lain Regulations — Ordinance 1301 N Does not block any water course or divert any flow Elevation certificate needed OK "APPROVED PLANS PER IRC SECTION R106.3.1." PLANS EXAMINER DATE PIN REScheck Software Version 4.0.1 Compliance Certificate Project Title: 1714 Plan Report Date: 03/16/07 Data filename: \\STYLECRAFTI\Share\ACAD\RESCheck\1714.00-Master.rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Single Family Glazing Area Percentage: 10% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: College Station, TX 77845 Stylecraft Builders, Inc. Stylecraft Builders, Inc. 4090 SH 6 South 4090 SH 6 South College Station, TX 77845 College Station, TX 77845 979-690-1222 x120 979-690-1222 x120 ewivagg@stylecraft-builders.com ewivagg@stylecraft-builders.com Maximum SHGC: 0.40 Your SHGC: 0.40 Wall 1: Wood Frame, 16" o.c.: 1293 13.0 0.0 Window 1: Metal Frame:Double Pane with Low-E: 3 SHGC: 0.40 Window 2: Metal Frame:Double Pane with Low-E: 18 SHGC: 0.40 Window 3: Metal Frame:Double Pane with Low-E: 18 SHGC: 0.40 Window 4: Metal Frame:Double Pane with Low-E: 18 SHGC: 0.40 Window 5: Metal Frame:Double Pane with Low-E: 18 SHGC: 0.40 Window 6: Metal Frame:Double Pane with Low-E: 18 SHGC: 0.40 Window 7: Metal Frame:Double Pane with Low-E: 9 SHGC: 0.40 Window 8: Metal Frame:Double Pane with Low-E: 9 SHGC: 0.40 Window 9: Metal Frame:Double Pane with Low-E: 18 SHGC: 0.40 Door 1: Solid: 20 Door 2: Glass: 18 SHGC: 0.40 Wall 2: Wood Frame, 16" o.c.: 1025 13.0 0.0 Window 10: Metal Frame:Double Pane with Low-E: 4 SHGC: 0.40 Window 11: Metal Frame:Double Pane with Low-E: 4 SHGC: 0.40 Window 12: Metal Frame:Double Pane with Low-E: 4 SHGC: 0.40 Window 13: Metal Frame:Double Pane with Low-E: 4 SHGC: 0.40 Window 14: Metal Frame:Double Pane with Low-E: 20 SHGC: 0.40 Window 15: Metal Frame:Double Pane with Low-E: 20 1714 Plan 92 0.670 2 0.670 12 0.670 12 0.670 12 0.670 12 0.670 12 0.670 6 0.670 6 0.670 12 0.500 10 0.440 8 77 0.670 3 0.670 3 0.670 3 0.670 3 0.670 13 0.670 13 Page 1 of 2 SHGC: 0.40 Window 16: Metal Frame:Double Pane with Low-E: 4 0.670 3 SHGC: 0.40 Window 17: Metal Frame:Double Pane with Low-E: 15 0.670 10 SHGC: 0.40 Window 18: Metal Frame:Double Pane with Low-E: 15 0.670 10 SHGC: 0.40 Ceiling 1: Flat Ceiling or Scissor Truss: 1023 30.0 0.0 36 Ceiling 2: Cathedral Ceiling (no attic): 39 19.0 0.0 2 Floor 1: Slab -On -Grade: Unheated: 144 0.0 150 Insulation depth: 0.0' Floor 2: All -Wood Joi st/Truss: Over Outside Air: 86 13.0 0.0 6 Furnace 1: Forced Hot Air: 80 AFUE Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building ha en designed to meet the 2003 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requiremen fisted i the REScheck Inspection Checklist. b� Name - Title Signature Date Project Notes: All U-Factors and SHGC are at entered at higher than actual amounts. Actual amounts are lower, but are entered higher to account for differences in ratings per material. 1714 Plan Page 2 of 2