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HomeMy WebLinkAboutRES2007-01284, 07-1285F07..oism.12,tsOt 120V �p� PREPARED 8/09/07, 7:32:10 INSPECTION TICKET PAGE 26 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 8/08/07 ------------------------------------------------------------------------------------------------ ADDRESS . : 4111 MCFARLAND DR SUBDIV: SOUTHERN TRACE PH 2 CONTRACTOR STYLECRAFT BUILDERS PHONE (979) 690-1222 OWNER . . PHONE PARCEL . . 579530-0206-0060 APPL NUMBER: 07-00001284 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 6, 2007 11:38:59 AM kwolfe. 07/06/2007 02:54 PM RH PDA First step on 2nd flght of stairs exceeds 7 3/4 " . Need joist hanger at RTA. B130 01 7/10/07 RH BLDG, INSULATION TIME: 17:00 7/10/07 AP July 10, 2007 10:16:31 AM acarter. 1113 ,_O1 7/12/07 BI BLDG, SHEETROCK FASTENER TIME: 17:00 7/12/07 CA July 12, 2007 11:35:58 AM kwolfe. July 12, 2007 1:43:43 PM acarter. B132 02 7/13/07 RH BLDG, SHEETROCK FASTENER TIME: 17:00 7/13/07 AP July 13, 2007 9:59:33 AM kwolfe. B125 01 8 08 07 BI BLDG, FINAL TIME: 17:00 `1-07 9& August 8, 2007 3:26:02 PM kwolfe. -------------------------------------- COMMENTS AND NOTES ---------------- --------------------- r VT77 (8/15/2007) Kim Wolfe - Re: Calling for C.O @ 41�11 McFarland Dry Page 1 From: Terry Boriskie To: Amber Carter; banderson@stylecraft-builders.com; Benjamin McCarty; Ch... Date: 8/15/2007 1:58 PM Subject: Re: Calling for C.O @ 4111 McFarland Dr. Stylecraft has been notified. Terry Boriskie City of College Station Residential Plans Examiner 979-764-3744 >>> Paul Schoenfeld 8/15/2007 1:50 pm >>> Water needs to be raised. Sewer ok. Paul >>> Gina Southerland 8/15/2007 8:08 AM >>> BP# 07-1284 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.csbc.00v Date: 8/8/2007 Inspection Comments for Finals Permit Year: 7 Permit Number: 1284 Address: 4111 MCFARLAND DR Insp. Inspection Type Code p. status Description B115 BLDG, FRAMING IC B115 BLDG, FRAMING IC B115 BLDG, FRAMING IC B132 BLDG, SHEETROCK FASTENER IC E110 ELEC, ROUGH IN IC Ell ELEC, ROUGH IN IC P105 PLBG, TOP OUT IC Page 1 Date: 8/8/2007 Inspection Comments for Finals Permit Year: 7 Permit Number: 1284 Address: 4111 MCFARLAND DR Inspection Result Comments 07/06/2007 02:54 PM RH PDA First step on 2nd flght of stairs exceeds 7 3/4". Need joist hanger at RTA. July 12, 2007 1:43:43 PM acarter. 06/21/2007 04:54 PM RH PDA Finish bathroom exhaust fans by framing. May 30, 2007 2:53:00 PM acarter. Page 1 b WF0893311 / 001 City of College Station PAGE 1 REQ. DATE: 04/27/07 04/27/07 14:05:57 LOCATION: 4111 MCFARLAND DR LOC ID: 208494 REQUESTOR: STYLECRAFT BUILDERS, INC ORIGIN: CUSTOMER -WALK IN REQ USER: KWOLFE AUTH USER:KWOLFE 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 COMMENTS J IY11IR [I More Home, Less Money SHEET INDEX COVER SHEET G-1 GENERAL NOTES G-2 SITE PLAN C-1 FOUNDATION PLAN S-1 DIMENSION PLAN S-2 DETAILS S-3 BRACING PLAN S-4 FRAMING PLAN S-5 ROOF FRAMING PLAN S-6 DECKING LAYOUT S-7 ELEVATIONS S-8 FRAMING DETAILS S-9 ELECTRICAL PLAN E-1 FLOOR PLAN A-1 FLOORING PLAN A-2 CABINET LAYOUT A-3 PLAN APPROVAL APPROVED INITIALS DATE ADMINISTRATOR / SUPERINTENDENT / CUSTOMER / I NOTICE HIS SET OF DRAWINGS FOR A HOME IS THE OPYRIGHTED PROPERTY OF STYLECRAFT UILDERS, INC. THIS SINGLE COPY IS LICENSED AND 9!0 RIGHT TO REPRODUCE, COPY OR DUPLICATE ALL R ANY PORTION OF THE LICENSED PLANS IS GRANTED, EITHER EXPRESSLY OR IMPLIED. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THE DRAWING ARE OWNED BY AND THE PROPERTY OF THE DESIGNERS AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF THE DESIGNERS. BUILDING FOOTPRINT s-W zs•a• . 44..10' 1 ST PLAN PREVIEW SCALE:3/32"=1'-0" -------------------------� I I I I I I I 2ND PLAN PREVIEW SCALE:3/32"=1'-0" FINISHING NOTES 1 Notes COMMENTS AREA SUMMARY G-1 COVER SHEET CFRONT ELEVATION SCALE:3/32"=1'-O" — a? EXISTING FENCE 5' SIDE SETBAC --------- --=-- ------=- ---- - -------� 15-82" I I I I;u m tyLj � of ro b r -� I IcaD D � `0��n I fff ------- ---- --- --- 0 ------------ o ---------- BACK "'-E Yo�� - - - a �z r� d d C m n b \ I ` y v sRIPTION D SPEC: 4111 MCFARLAND : ST07008 PLAN# S-1711-C W r x rox cn Y (- m C r Q > y z 1 ST F'LUUK AC; 2ND FLOOR AC TAL - COVAC E ED PORCH STORAGE 883 SF 826 SF 1710 SF 151 SF 89 SF C/1 9 CREATED PRE-COTED CORRECtz TOTAL FRAMED SF FINAL fT o oYLECRAFT BUILDERS, ©2 OO7 77845 COLLEGE XAS(9 11949 TOAA 3�SF 1d2o TML uiwarrs ayseueeo. aeeaouucnon oFse ocruoff 'i 's9een MOM%lnc:e ATS Engineers Inspectors &Surveyor:s 4611.Bee Cove Rd. • Suite 200 Austin.Texas 78746 512.328.6995 512.328.6996_Fax ate 0 ats-en g ineers.com Commercial and Residential Engineering • Structural • Civil . • Mechanical • Electrical • Plumbing • Surveying Rehabilitation Designs Property Condition Inspections Texas Accessibility Standards (ADA) Compliance Reviews & Inspections Certified Code Compliance Inspectors . & Plan Reviewers Construction Consulting Lo FRAMING CERTIFICATION Builder: Stylecraft Homes Attn: Eddy To whom it may concern: ` 1 CAI N Ufa, June 19, 2007 Revised June 22, 2007 — I ATS Engineers has issued a variet} 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 I ossible, 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. Ac Mike Matustik, P.E. Robert Adams, E.I.T: Structural Department Manager . I certify that 1 have produced this certification as an independent registered professional engineer and have no interest present or prospective, in this property or anyone involved with this property. 1 warrantAhat ATS has looked at the structural components of this property in a diligent manner and has made recommendations based on my experience and opinion. Changes may occur during construction that could make null and void the contents of this_i'cport. 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 plari_date tjid architecture. Page 1 of 3 r r---------------------------------� I I I 1 y I 2ND WINDBRACEIT PLAN SCALE118-1'-0' Plan # 1690 S�LEITWINDBRA CING PLAN All interior walls intersecting exterior walls and marlced " e " must be braced in the manner prev_.i l described. %, �MICHAELH. MATUSTI ............. 7549 Page 2 of 3 �Dz6N DI l Plan 4 1714 1 ST WINDBRACING PLAN E. 2ND WINDBRACING PLAN SCALE: W-l'-0" All interior walls intersecting exterior walls and marked " to'," " must be braced in the manner previously described. 11-1 00 MICHAEL H. MATUSTIK. Y tr �.... 75494 ..;� Page 3 of 3 C. A A-) 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 19 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 133/160 133/160) I] 45° to 90° 6-10dx11/2 6-10dx11/2 440 380 RBC Q2 0° to 30° 6-10d/:x11/2 6-10dx11/2 485 420 160 3Q 0° to 45° 3 1/; x2' Titen' 6-10dxl l/2 350 350 1. Allowable loads are for one anchor attached to blocking minimum 11/v 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 3-1/403/: Titens. 5.RBC installed over 1' foamboard has a load of 395 lb. (133/160%) in a parallel to wall (FI) load direction for Douglas Fir. For SPF, the load is 340 lb. 6. NAILS:10dx1'/2 = 0.148' dia. x 11/i' long. See page 16-17 for other nail sizes and information Z2 clips secure 2x4 flat blocking between joists or trusses to support sheathing. 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. Noel Dimensions W1 W2 L Fasteners Base Post Allowable :LoadMods'DF/SP a `l1 'a �.r f1 U�'',. Ref• ;4,2;8,37;,87,104,121 Bolts Nails Bolts NailsHFt. A21 2 11/2 13A — 2-10dx11/z — 2-10dx11/z 180 175 245 175 A23 2 11/z 23/4 — 4-10dx11/z — 4-10dx11/2 485 485 585 565 4, 37, 87,104,121 A33 3 3 11A — 4-10d — 4-10d 626 0`` 7 ; f _� Q° 170 A44 41Yle 4% 11h — 4-10d — 4-10d 825 ICA 49 A66 57/e 57/e 11/2 2-% — 2-3/e — — — — A88 8 8 2 3-% — 3-% — — — — — A24 3'/e 2 21r4 1-1i — 1-1/z 2lOd ^?-- —` — A311 11 3% 2 1-1/2 — 1-1/2 4-10d =" f 170 See footnotes on page 171. SIMPSON Strong -Tie Ranerirruss (TYP) Blocking (TYP) Typical RBC Installation Over ` 1" Foamboard' AlM1 up to _ -f 3r, yap Q; r° 2❑ Typical RBC Installation 314 —T yap a Typical RBC Installation to CMU Block A44Installation A21 g (A33 similar) Insta n A311 Installation A24 Installation .f SIMPSON Strong -Tie larger LTP5 spans subfloor at the top of the blocking •The 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 t"t� 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,4" ' accurate field bends for all two- and three-way ties. Balanced,` completely reversible design permits the A35 to secure a A34 great variety of connections. MATERIAL: LTP4/LTP5-20 gauge; all others-18 gauge FINISH: Galvanized. Some in r--3' products available stainless steel or Z-MAX; see Corrosion -Resistance, page 6-7.` +At INSTALLATION: • Use all specified fasteners. See General Notes. • A34—Use 8-8dx1 1/z' nails. i L • A35—Use 12-8dx11/F nails. ay'' • A35—Use 9-8dx11/z' nails for connection types Ai, E, C1. vo • A35—Bend one time only. • LTP4—Use 12-8dx1 l/2' nails. • LTP5—Use 12 8dx1Yz nails; G Max use 14-8dxl1/T nails. . :«� '' CODES: See page 12 for Code Listing Key Chart. --------------------- LTP4 - -- ---- Available with additional corrosion protection. Check with factory. 40 rn 0 Model No. Type of Connec- lion Direction of Load DF/SP Allowable Loads SPF/HF , Allowable Loads Code Ref. Floor (100) Roof (125) (133/160) Floor (100) Roof (125) (133/160) A34 11 Fr 345 1 365 365 295 315 315 F2 280 280 280 240 240 240 A1,E 260 320 335 225 275 290 C 1 170 170 170 145 145 145 A .260 . 320 345 1 225 275 290 3, 39, 88,121, A35 3❑ C2 260 3 55 315 225 270 270 140 D 150 1 150 150 130 1 130 130 n F1 450-.450 450 450 450 450 F2 5f5,1 645 685 450 1 555 600 A35F Deleted — see LTP4 and LTP5 G 515 645 1 670 445 1 555 595 LTP4 1 J 515 645 670 445 555 595 6 30, H =: 515,` ; 645 1! -.670. ' 445 555 595 97,121 G 520 595 595 445 510 510 LTP5 6❑ G Max 610 630 630 525 540 540 J 520 555 555 445 475 475 160 H 520 555 555 445 475 475 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 8dx11/2' 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 LT135 may be installed over sheathing up to 1/2" thick with no reduction in load when Sd common (0.131" dia. x 21/2') nails are used. 6. NAILS: 8dx11/z = 0.131" dia. x 11,T.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 LTP4 attaching Top Plates to Rim Joist tA2 02 LTP5 Studs to Plate with B Leg Outside Ceiling Joists to Beam © LTP5 Installed over Plywood Sheathing a y tie eammney rrammg 169 istron); Tie Model No. Go Dimensions Fasteners' (Total) Allowable' Download Code Ref. W N I B I TF Z2 20 23'1e 11/z 1% 1% 4-10dx11/2 465 170 Z4 12 11/z 31/2 21/e 1314 2-16d 465 4, 37, Z6 12 11/e 5% 2 1% 2-16d 485 Z28 28 21i4e 11/2 1% 1% 10dx1W — Z38 28 244e 21h 1% I% 10dx114' — Z44 12 21/2 31/2 2 1% 4-16d 865 4,371,121 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 311V long,10dx11/z = 0.148• dia. x 111V 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 01 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 skewabie; 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. Model No. L Fasteners Doug Alleweble;.�o Fir lach/So Pure` ds'�a' Spruce -Pine -Fir Allowable Leads' Code Ref. Flood (100) Sftolr R 12.5 Floor (100) -Snow (115) Roof (125) 133/ 160 GA1 234 4-1Od 185 185 185 185 160 160 160 160 •: GA2 31/4 6-1Od 335 385 415 490 290 335 335 335 33,122 L30 3 4-1 Od 220 `L40'=+, r �,�0 '240 ` 190 205 205 205 L50 5 6-1Od .335' 385-; 410,,, 445,: 290 335 360 385 3, 28, 39, 88, L70 7 8-1Od 445� r,51b' 555t' 565`; 380 435 475 485 104,121 L90 9 10-10d .555 640;" 695 r74fJ' 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 6% 10-10d 560 645 675 675 485 560 580 580 LS90 7'/e 12-10d 670 770 840 890 580 670 730 770 1. Use a minimum lumber thickness of 1311. For 1 W lumber, use 0.81 of table load, except GA1 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. GAi and GA2 angles table loads are F1- loads for F2 are 220 and 335 Ibs (100) and 280 and Nall the L 415 Ibs (125), respectively. angle's wider 4. Roof loads are 125% of floor loads unless limited leg Into the by other criteria. joist to ensure 5. NAILS:16d = 0.162' dia. x 314• long, table loads 10d = 0.148• dia. x 3• long, and allow 10dxl %= 0.148• dia. x 11h" long. correct nailing. See page 16-17 for other nail sizes and information. LS Typical Z2 Installation GA1 ADJUSTABLE FROM D' TO 135• BEND ONE TIME \/ ONLY. SHIPPED AT 45' LS Top View Typical LS70 Installation J Typical L50 Installation Typical GA Installation 171 BUILDING PERMIT CITY OF COLLEGE STATION 1101 JEXAS 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 . . . . 07-00001284 216860 4111 MCFARLAND DR 579530-0206-0060 Date 4/27/07 RESIDENTIAL, 1 UNIT DETACHED NEW SOUTHERN TRACE PH 2 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 101574 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 1710.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 4.00 NUMBER OF BEDROOMS 4.00 SEWER TYPE PUBLIC TAZ 427.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KW Permit pin number 498089 Permit Fee 466.00 Plan Check Fee .00 Issue Date . . . . 4/27/07 Valuation . . . . 101574 Expiration Date . . 10/24/07 Qty Unit Charge Per Extension BASE FEE 460.00 2.00 3.0000 THOU BLDG, VAL 100001-500000 6.00 ---------------------------------------------------------------------------- Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTERS) --------------------------------------------- ----- -- ---- - - --------- BUILDING DEPT REPRESEN IVE: APPLICANT: N BUILDING PERMIT CITY OF COLLEGE STATION 1101,TEXAO AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number . . . . . 07-00001284 Date 4/27/07 Application pin number . . . 216860 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 3011) 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 150 of the gross area of exterior walls, R-8 duct insulation is required. As an alternative, R-6 duct ------------------------------------------------- - - ---- -------------- BUILDING DEPT REPRES E: l�.J- 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 . . . . . 07-00001284 Date 4/27/07 Application pin number . . . 216860 ---------------------------------------------------------------------------- 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 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 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 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due -------------------------------------------------------------- BUILDING DEPT REPRESENT�IVE-: - / ._ Y :_ APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101,TEXAG AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . Application pin number . . . ----------------- ---------- Permit Fee Total 466.00 Plan Check Total .00 Other Fee Total 750.00 Grand Total 1216.00 Page 4 07-00001284 Date 4/27/07 216860 -------------------- 466.00 ---------- .00 .00 .00 .00 .00 750.00 .00 .00 1216.00 .00 .00 --------------------------------------------- ------ ------------- BUILDING DEPT REPRES T . 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 . . . . . Application pin number . . . Property Address . . . . . . Property ID: R #. Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 07-00001285 318275 4111 MCFARLAND DR 579530-0206-0060 Date 4/27/07 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 . 498105 Permit Fee . . . . 20.00 Issue Date . . . . 4/27/07 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 REPR E APPLICANT: 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 c5DevelopmenrServices WWWCSTX.GOV For Office Use Only DATE: (J l _�6�7TRCC REG APPLICATION # —1� ` TEMP POLE # �� 1 ADDRESS/LOCATION: Li I I I Mcx--A,zVAAI() LOT BLOCK (7 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: $ 1.01,574 Less Slab TOTAL AREA: 1949 HEATED AREA: 1710 (Cost of Labor and Materials) PUBLIC SEWER NUMBER OF BEDROOMS: 4 SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: 4 SEWER TAP: 4" INTERIOR WALL TYPE: Sheet Rock SIZE WATER TAP: %11 EXTERIOR WALL TYPE: Skiing and/or Masonry SIZE OTHER TAP: FOUNDATION TYPE: Slab on Grade SIZE TEMP POLE ROOF TYPE: Composition GARAGE TYPE: SINGLE F_� DOUBLE a TRIPLE �-Jjs( ATTACHED [:]DETAC ED�RPORT n / SIGNATURE OF APPLICANT: y y 07 For St lecraft *If proposed work involves new commercial cons ructqonrfacad improve a ts/renovations to an existing commercial property, building elevations are required Official Use Only if— Z � 07 CE r NO Plans Examiner Zoning Official — any , p2�1-ci nrJ, Energy Code Compliance Information % Glazing of exterior walls 12 % Insulation R value of exterior walls R13 Insulation R value of ceiling 1 (flat areas) R30 Insulation R value of ceiling 2 (vaulted areas/no attic) R19 Glazing SHGC .40 Glazing U-Factor .65 R value of ductwork R6 A/C SEER Rating 13 PLAN REVIEW .: .. ... ONE,and-TWO-FAMIL-Y-OECUPANCY-REQUIREMENRYS------- CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3670; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# _ . _ /a 8 DATE: BUILDING ADDRESS: I J.,,-­-foundation Requirements --Minimum 'City- Foundation Sta 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 2. Exterior beam reinforcement 3. Interior beam reinforcement 4. Masonry fireplace foundation reinforcement F. Wood foundation details indicated II. Framing: Floor, Wall, Ceiling and Roof Requirements 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 OK 1. One -hour rated extending to roof deck OK E. Header sizes indicated on plans q� F. Emergency bedroom egress 1. Exit direct to outside 2. Operable window a. Twenty20 inch clear width b twent -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 exceedin code tables must be engineered N. Rafter sizespacing,. 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. Tem"ered Glass required in all hazardous locations PLAN REVIEW _....,._...ONE;and.TWO.-FAM[LY.,MECUPANGY`�-R-EQUIREMENT,�&,] ,-' CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX R. 18" Overhangs allowed on zero lot line, non-combustible perforated soffit only S. All walls within 3' of property line to have protected openings. III.-- Stairway -Requirements _. _._.___. _ _ OK K A. Stairway Details N KJ 1:..Maximum riser hei ht 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 IWOK 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 I PLAN REVIEW ONE, and -TWO- AMIL. ,-OCCUPAIdOY-REQUIREMEN+TS" ..,.. --.:: - 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 B: Plumbin 4 access to bathtubs C. Means for thermal expansion provided when required TN- ----- .__.._... D.-_Water.heaters.elevated-18"-when-installed in the ara e-or--room-directl -offara a -- - 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 NAB A. Compliance software worksheet MECcheck submitted, or B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc. L.- Zoning Ordinance Requirements — Ordinance 850 N Permitted use for district Density requirements Minimum lot size Setbacks Easements Required parking Street Ordinance Requirements NAkCW 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 NAZCW Approved subdivision Plat filed Flood lain Regulations — Ordinance 1301 +OK Does not block an water course or divert an flow Elevation certificate needed "APPROVED PLANS PER IRC SECTION R106.3.1." PLANS EXAMINER DATE REScheck Software Version 4.0.1 Compliance Certificate Project Title: 1690 Plan Report Date: 03/16/07 Data filename: \\STYLECRAFT1\Share\ACAD\RESCheck\1690.00-Master.rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Single Family Glazing Area Percentage: 12% 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 EMMMM,s r. • . �. Maximum SHGC: 0.40 Your SHGC: 0.40 vvan r. vvuuu rrame, io-o.c.: 1136 13.0 0.0 79 Window 1: Metal Frame:Double Pane with Low-E: 4 0.670 3 SHGC: 0.40 Window 2: Metal Frame:Double Pane with Low-E: 16 0.670 11 SHGC: 0.40 Window 3: Metal Frame:Double Pane with Low-E: 16 0.670 11 SHGC: 0.40 Window 4: Metal Frame:Double Pane with Low-E: 16 0.670 11 SHGC: 0.40 Window 5: Metal Frame:Double Pane with Low-E: 16 0.670 11 SHGC: 0.40 Window 6: Metal Frame:Double Pane with Low-E: 16 0.670 11 SHGC: 0.40 Window 7: Metal Frame:Double Pane with Low-E: 16 0.670 11 SHGC: 0.40 Window 8: Metal Frame:Double Pane with Low-E: 4 0.670 3 SHGC: 0.40 Window 9: Metal Frame:Double Pane with Low-E: 4 0.670 3 SHGC: 0.40 Window 10 Twin: Metal Frame:Double Pane with Low-E: 16 0.670 11 SHGC: 0.40 Window 10 Twin: Metal Frame: Double Pane with low-E: 16 0.670 11 SHGC: 0.40 Door 1: Solid: 20 0.500 10 Door 2: Glass: 18 0.440 8 SHGC: 0.40 Wall 2: Wood Frame, 16" o.c.: 981 13.0 0.0 73 Window 11: Metal Frame:Double Pane with Low-E: 4 0.670 3 SHGC: 0.40 Window 12: Metal Frame:Double Pane with Low-E: 3 0.670 2 SHGC: 0.40 Window 13: Metal Frame:Double Pane with Low-E: 4 0.670 3 SHGC: 0.40 Window 14: Metal Frame:Double Pane with Low-E: 13 0.670 9 1690 Plan Page 1 of 2 SHGC: 0.40 Window 15: Metal Frame:Double Pane with Low-E: 3 0.670 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: 13 0.670 9 SHGC: 0.40 Window 18: Metal Frame:Double Pane with Low-E: 3 0.670 2 SHGC: 0.40 Window 19: Metal Frame:Double Pane with Low-E: 4 0.670 3 SHGC: 0.40 Window 20: Metal Frame:Double Pane with Low-E: 4 0.670 3 SHGC: 0.40 Window 21: Metal Frame:Double Pane with Low-E: 4 0.670 3 SHGC: 0.40 Window 22: Metal Frame: Double Pane with Low-E: 6 0.670 4 SHGC: 0.40 Window 23 Twin: Metal Frame:Double Pane with Low-E: 13 0.670 9 SHGC: 0.40 Window 23 Twin: Metal Frame:Double Pane with Low-E: 13 0.670 9 SHGC: 0.40 Ceiling 1: Flat Ceiling or Scissor Truss: 25 19.0 0.0 1 Ceiling 2: Flat Ceiling or Scissor Truss: 867 19.0 0.0 44 Floor 1: Slab -On -Grade: Unheated: 869 0.0 905 Insulation depth: 0.0' Floor 2: All -Wood Joist/Truss:Over Unconditioned Space: 24 13.0 0.0 2 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 been designed to meet the 2003 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requirem s liste i t cAec spection Checklist. 4 46 07 Name - Title Siqnature Dat 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. 1690 Plan Page 2 of 2