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HomeMy WebLinkAboutRES2007-01271, 07-1273m i273 ckMp) R 752113 M x R PREPARED 8/09/07, 7:32:10 INSPECTION TICKET PAGE 22 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 8/08/07 ------------------------------------------------------------------------------------------------ ADDRESS .': 2931 MCLAREN DR SUBDIV: SOUTHERN TRACE PH 2 CONTRACTOR STYLECRAFT BUILDERS PHONE (979) 690-1222 OWNER . . PHONE PARCEL . . 579530-0207-0200 APPL NUMBER: 07-00001271 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B115 01 7/03/07 RH BLDG, FRAMING TIME: 17:00 7/03/07 AE July 3, 2007 11:25:10 AM glsouth. 07/03/2007 03:06 PM RH PDA Add joist hanger at RTA. Add draftstop. B130 01 7/06/07 RH BLDG, INSULATION TIME: 17:00 7/06/07 AP July 6, 2007 11:40:12 AM kwolfe. B132 01 7/09/07 RH BLDG, SHEETROCK FASTENER TIME: 17:00 7/09/07 AP July 9, 2007 8:47:33 AM glsouth. B125 01 8/08/07 BI BLDG, FINAL TIME: 17:00 )q7V 9/-� August 8, 2007 3:28:11 PM kwolfe. -------------------------------------- COMMENTS AND NOTES ---------- ----- ---------------------- Date: 8/8/2007 Inspection Comments for Finals Permit Year: 7 Permit Number: 1271 Address: 2931 MCLAREN DR Type Inspection Type Code Description siat�s Inspection Result Comments B115 BLDG, FRAMING IC 07/03/2007 03:06 PM RH PDA B115 BLDG, FRAMING IC Add joist hanger at RTA. Add draftstop. E110 ELEC, ROUGH IN IC June 15, 2007 11:52:49 AM kwolfe. Ell ELEC, ROUGH IN IC nancy called to cancel - not done E150 ELEC, FINAL IC 07/31/2007 03:22 PM RH PDA E150 ELEC, FINAL IC Need clampon elect. at furnace by building final. M100 MECH, ROUGH IN IC June 15, 2007 1:28:45 PM acarter. M100 MECH, ROUGH IN IC 06/19/2007 02:53 PM RH PDA M100 MECH, ROUGH IN IC Seal inner liners of duct s at connectors. M100 MECH, ROUGH IN IC 06/21/2007 04:41 PM RH PDA M100 MECH, ROUGH IN IC Did not seal inner liner of duct flex to fittings. Page 1 WFO893354 / 001 City of Cgllege Station PAGE 1 s REQ. DATE: 04/27/07 04/27/07 14:45:59 LOCATION: 2931 MCLAREN DR LOC ID: 208594 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 COMENrS AREA FINISHING NOTES SUMMARY JY111R 11 1 Notes u. 4 1c ricnocnV.c ' 0cgr- nrno w_ 0000 moo �v�iY More Home, Less Money u Q r-------------------------- , uu x ©© ■PORCH I I Q< a �a 14'a' x 4•4' STORAGE I I 0M. Q W+ mVxT7 I I DOC)�x a DINING w-0 4 BATHS E�,'ZOUO��•OOu 10'-1 x 8'-9' — — 0 •--C/i Q BEDROOM 4 LOCATION ,7�•�— SUBDIV. ST PHASE 02 LIVING IW BLOCK Q] 14W"x 15'4' " j BEDROOM 3 KITCHEN B-0 g-0• 1 17b" x 17-0' ' 10.1' x 101-V O 4 MQI E - - - O 1W1! I WIC �,A WIC BATH2 LOFT B-0' O B•-11" x FOYER (n O s Ox 17-11' BEDROOM 1 ava BEDROOM 2 17E'x 17-0' III F 178x 17-0' I W PORCH I �� �/ z g-0 I z jSj 0 BUILDING FOOTPRINT I F—i ��•;�•-,a �------------� COMMENTS ►� W U �J as o wx P4o N P-+ w 1 ST PLAN PREVIEW �% ND PLAN PREVIEW SCALE:3/32"=1'-0" 2SCALE:3/32"=1'-0' w o NOTICE THIS SET OF DRAWINGS FOR A HOME IS THE COPYRIGHTED PROPERTY OF SMECRAFT BUILDERS, INC. THIS SINGLE COPY IS LICENSED AND NO RIGHT TO REPRODUCE, COPY OR DUPLICATE ALL OR 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 ® ® ® e SPECIFIED PROJECT. NONE OF SUCH IDEAS, e DESIGNS, ARRANGEMENTS OR PLANS SHALL BE Q g USED BY OR DISCLOSED TO ANY PERSON, FIRM OR Gl Z W ^ CORPORATION FOR ANY PURPOSE WHATSOEVER W 0 F+ WITHOUT THE WRITTEN PERMISSION OF THE U U DESIGNERS. Z 6 am00 UOU ac g ao �= ... AFRONT ELEVATION SCALE:3/32"=V-0" G EE COVER SHEET 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 / EXISTING FENCE — — — IPA —------- J---- --- 'SIDE SETBACK II cn I )t_± N I I cn �.� g$ I c b r - I no . r to I� �I �; Ic I �lol yMT-. ml i n I "'10 -n I r�, ------- --- ---- — —IT_ e'— 5 SIDE SETBACK --- — r—� blzr- 38'-113" YOc0w z> z �z V DESCRIPTION SPEC: 2931 MCLAREN : ST07033 r rr�'b o r [ r Q 1 ST FLOOR AC 2ND FLOOR AC 883 SF 826 SF v� (7, CREATED PRE -CON n m \ ` PLAN# S-1711-A x cn M > AC TOTAL�SF COVERED PORCH SF 151 CORRECTED y '� � y " STORAGE 89 SF %n FINAL STYLECRAFT BUILDERS, INC. ©2007 OTAL FRAMED 1949 SF TOTAL SLAB 1123 SF 1 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 0 0 0 t.1 yO Z-I PFR TMF.TF.R 14i'-i" o�> , ",• a�.�o. ��oo�.„a,aF„ so�.,,mtr rs (8/10/2007) Gina Sout g_ _@ , P! herland - Re: Callin for CO 2931 McLaren Dr age _ _ ..._ � __. __.._.,._. �...�.� .. From: Terry Boriskie To: Amber Carter; banderson@stylecraft-builders.com; Benjamin McCarty; Ch... Date: 8/10/2007 9:20 AM Subject: Re: Calling for CO @ 2931 McLaren Dr Stylecraft Builders has been notified. Terry Boriskie City of College Station Residential Plans Examiner 979-764-3744 >>> Paul Schoenfeld 8/10/2007 8:41 am >>> Water needs to be raised flagged. Sewer needs proper lid flagged. Paul >>> Kim Wolfe 8/9/2007 8:17 AM >>> any issues? BP # 07-1271 Thanks Kimberly Wolfe, CPS/CAP City of College Station Planning & Development Services (979) 764-3570 www.csbc.aov .lr 1 -Oleanmarrttt,Ir e ATS Engineers Inspectors &Surveyors 4611-Bee Cave Rd. • Suite 200 Austln.Texas 78746 512.328.6995 512.326.6996 Fax ats@ats-engineers.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 OF * .......................... MICHAEL H. MATUSII Zi'O 75494 ii1FS$/0 AL ��W11- .� FL U c.c�,�i�a^�S CoAwe*chal11 FRAMING CERTIFICATION - ]Builder: Stylecraft Homes Attn: Eddy To whom it may concern: June 19, 2007 Revised June 22, 2007 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 .'bearing' 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 1 Od 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. A4 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 property. t warrant that ATS has' looked at the structural components of this property in a diligent manner and tias made recommendations based on my experience and opinion. Ch#nges may occur during construction that could make null and void the contents of this_?sport. 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 plarl-date ajid architecture. Page] of 3 r---------------------------------- 1 I I 1 + I I I I 1 1 1 If 2ND WINDBRACING-PLAN SCALEI16-V-0" ' Plan # 1690 ST WINDBRACING PLAN SCALE718"=1'-0" " All interior walls intersecting exterior walls and marked,, e " must be braced in the manner prev_�R scribed. %t' OF r �� �MIa AEUH .MATUSTIK, 9 . 75494 O�c°9FG�STEp�o`� d �� S�ONAI F Page 2of3 Plan 4 1714 1 ST WRNDBRACING PLAN E 2ND WINDBRACING PLAN SCALE: 118"- 1'-0" All interior walls intersecting exterior walls and marked " f,"'! " must be braced in the manner previously described. N. 00 Page 3 of 3 ...AT......TIK.75494 MICHAEL H. MUS. j . KI, 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 1❑ IN 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) 11 45" to 90" 6-10dx11/2 6-10dx11/2 440 380 RBC 20 0" to 30" 6-10dx11/2 6-10dx11/2 485 420 160 30 0" to 45" 3-1/a'x2Yi Titen' 6-10dx11/2 3504 350 '.Allowable loads are for one anchor attached to blocking minimum 11/z' thick. 2. RBC can be installed with up to 3/4' 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 3-1/4xl YV Titens. 5.R8C 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: 10dx1'/2 = 0.148" dia. x 11/2" long. See page 16-17 for other nail sizes and information. Z2 clips secure 2x4 flat blocking between joists or trusses 13 to support sheathing. � MATERIAL: Z clips —see table. A21 and A23-18 ga.; °n all other A angles-12 ga. a 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 Model No. Dimensions W� W: L Fasteners Base Post Allowabl•t_Leada'DF)SP ` �.�i11''� <. ts, 1gQ � y� 1 Ref. Bolts Nails Bolts Nalls#F� ,Fp,; A21 2 11/2 13A — 2-10dx11h — 2-10dx11/2 180 175 245 175 4, 28, 37, 87,104,121 A23 2 11/2 23✓4 — 4-1 odx11/2 — 4-10dx11/2 485 485 585 565 4, 37, 87,104,121 A33 3 3 11A — 4-1 Old — 4-10d 625' . D= 7$tj F QY 170 A44 4§'ie 4% 11h — 4-1 Old — 4-1 Old 625 ;296 750 .265'- A66 5'/e 51/6 11h 2-% — 2-3/e — — — — — A88 8 8 2 3-% — 3-% — — — — A24 37/e 2 21h 1-1ii — 1-1/z 2 l Od + "= A311 11 346 2 1 1fz — 1-1/2 4-t 0d —'� + — Rafterirruss (TYp) Blocking (TYp) Typical RBC Installation Over s 1" Foamboards 1 up to -f ba yap 1rp 10 20 Typical RBC Installation 1h- • —T gap Typical RBC Installation to CMU Block A44 Installation A21 33 (A33 similar) InstaliaRbn Moisture barrier Wi not shown 170 See footnotes on page 171. A311 Installation A24 Installation SIMPSON Strong -Tie The larger LTP5 spans subfloor at the top of the blocking �rhs ►�.7/�e+ or rim joist. The embossments enhance performance and the min/max nailing option allows for design flexibility. f The LTP4 Lateral Tie Plate transfers shear forces for tops plate -to -rim joist or blocking connections. Nail holes are + r spaced to prevent wood splitting for single and double top ;' a 2 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, t 4+ completely reversible design permits the A35 to secure a I A34 great variety of connections. MATERIAL: LTP4/LTP5-20 gauge; all others-18 gauge 3' FINISH: Galvanized. Some products available in stainless b'� steel or Z-MAX; see Corrosion -Resistance, page 6-7. INSTALLATION: • Use all specified fasteners. See General Notes. r,'o • A34—Use 8-8dx11/2' nails. • A35—Use 12-8dx11/2' nails. ti M d 41/4' • A35—Use 9-8dx11/2' nails for connection types At, E, Ci. • A35—Bend one time only. • LTP4—Use 12-8dx11/2' nails. • LTP5—Use 12-8dx11/2' nails; G Max use 14-8dxl1/2" nails. CODES: See page 12 for Code Listing Key Chart. I LTP4 Available with additional corrosion protection. Check with factory. It 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 1❑ F1 345 365 365 295 315 315 F2 280 280 280 240 240 240 A1,E 260 320 335 225 275 290 Ci -170 170 170 145 145 145 260 320 345 225 275 290 3,39, 88,121, A35 3❑260 315 315 225 270 270 140 JFi 150 150 150 130 130 130 450 450 450 450 450 450 F2 515 645 685 450 555 600 A35F Deleted — see LTP4 and LTP5 G 515 1 645 1 670 445 555 595 LTP4 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 6❑ G Max 610 630 630 525 540 J 520 555 555 445 475 fl160 H 520 555 555 445 475 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 LTP5 may be installed over sheathing up to 1/2" thick with no reduction in load when 8d common (0.131" dia. x 21/2") nails are used. 6. NAILS: 8dx11/i = 0.131" dia. x 11/z" long. See page 16.17 for other nail sizes and information. LTP4 Installed over Plywood Sheathing A35 Joists to Plate with A Leg Inside Joists to Beams LTP4 attaching Top Plates to Rim Joist LTP5 Studs to Plate with B Leg Outside Ceiling Joists to Beam © LTP5 Installed over Plywood Sheathing 54e' ummney rrammg 169 SIMPSON Strong -Tie 3 • Model No. Go Dimensions Fasteners' (Total) Allowable` Download Code Ref. W H B TF Z2 20 25/ia 11/e 13fr 13A 4-10dx11/2 465 170 Z4 12 11/z 31/z 21/e 13/4 2-16d 465 4, 37, Z6 12 11/2 5% 2 1% 2-16d 485 87,121 Z28 28 25/1a 11/z 1% 1% 10dx11/2' — Z38 28 25/ie 21/z 13A 1% 10dx11/z' — 170 Z44 12 21/z 31/z 2 1 4-16d 865 4, 37,121 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 3W long,10dx11h = 0.148" dia. x Ile 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 (tor 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 Allowa6le,.Ldadsy�a' Floots (100) Firtaich/Sa Pine _ 8new; Boot st3. f1�5)''(15){i:1.¢0.' Spruce -Pine Allowable Floor -Snow (100) (115) -Fir Loads' Roof 133/ (125) 160 Code Ref. GA1 234 4-10d 185 185 185 185 160 160 160 160 = GA2 31/4 6-10d 335 385 415 490 290 335 335 335 33,122 L30 3 4-10d 220,, ` 240 t; 240 , sL4L 190 205 205 205 L50 5 6-10d 335: 385.,. 420., -445, 290 335 360 385 L70 7 8-10d •.445 51,b >' S55 :' ?5651 380 435 475 485 104,121 L90 9 10-10d ;555: 64l)" 695 74d' 480 550 600 640 3, 39, 88,121 LS30 3% 6-10d 335 385 420 420 290 335 335 335 LS50 47/e 8-10d 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 7T/B 12-10d 670 770 840 890 580 670 730 770 1. Use a minimum lumber thickness of 1W W. For 11/a' lumber, use 0.81 of table load, except GA1 in Ft direction, use 185 lbs. 2. L angles -loads are for condition F1 or F2; LS angles-4oads 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 Nail 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 31/i long, table loads 10d = 0.140' dia. x r long, and allow 10dx134 = 0.14r dia. Ole 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 11 Typical L50 Installation Typical GA Installation 171 BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 ` PHONE: (979) 764-35'70 � FAX: (979) 764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00001271 Date 4/26/07 Application pin number . . . 89�465 Property Address . . . . . . 2931 MCLAREN DR Property ID: 579530-0207-0200 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 . . . . 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 . 497925 Permit Fee . . . . 466.00 Plan Check Fee .00 Issue Date . . . . 4/26/07 Valuation . . . . 101574 Expiration Date . . 10/23/07 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 INTERRUPTER(S) ---------------------------------------------- ------ --- ---------------- BUILDING DEPT REPR TATIVE: 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 . . . . . 07-00001271 Date 4/26/07 Application pin number . . . 898465 ---------------------------------------------------------------------------- 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 15% of the gross area of exterior walls, R-8 duct insulation is required. As an alternativ , R-6 duct ----------------------------------------- --- --- ----i� -- --,--"-"--------- BUILDING DEPT REF'RS�3ENTATIVE : n APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001271 Application pin number . . . 898465 Page 3 Date 4/26/07 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" WATER TAP 3/4" 350.00 400.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------- ---- - - --------------- BUILDING DEPT REP"�TrATIVE 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 466.00 Plan Check Total .00 Other Fee Total 750.00 Grand Total 1216.00 Page 4 07-00001271 Date 4/26/07 898465 -------------------- 466.00 ---------- .00 .00 .00 .00 .00 750.00 .00 .00 1216.00 .00 .00 ----------------------------- --•- ----- -- - ---------- BUILDING DEPT REPRESENT: APPLICANT: TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979) 764-35'70 1 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 . . . . 07-00001273 101295 2931 MCLAREN DR 579530-0207-0200 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 . 497933 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 --------------------------------------------------- /•�•--j�..�a',---------- BUILDING DEPT REPRES TIVE : / APPLICANT: ` // APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE (*Orq" COLLEGE STATION, TX 77840 CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning& DevelopmentServicet WWw CSTX.GOV Fo, Office Use Only DATE. _< 554QR� REG APPLICATION # � �1 — 1 TEMP POLE # ! J l— �)'—] ADDRESS/LOCATION: 2931 MCLARE1j LOT BLOCK _��UBDIVISION 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): CLASS OF WORK No 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 F HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: N/A TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ 1.01,57.4.Less.Slab ( TOTAL AREA: 1949 HEATED AREA: 1710 (Cost of Labor and Materials) 4 PUBLIC SEWER F ] SEPTIC/TREATMENT SYSTEM SEWER TAP: 4" SIZE ® WATER TAP: %11 SIZE NUMBER OF BEDROOMS: 4 NUMBER OF BATHROOMS: 4 INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE: ❑ OTHER TAP: FOUNDATION TYPE: SIZE TEMP POLE ROOF TYPE: GARAGE TYPE: SINGLE F—] DOUBLE F—] TRIPLE \ ATTACHED ETACH D C R SIGNATURE OF APPLICANT: *If proposed work involves new commercial co s uctio acade imp commercial property, building elevations are required. Official Use Only Plans Examiner Zoning Official Siding and/or Masonry Slab on Grade Composition 71 E] /t 7 For Stylecraft (ovations to an existing ents: YES NO �4U Energy Code Compliance Information % Glazing of exterior walls 12 % Insulation R value of exterior walls R13 Insulation R value of ceiling I (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 wVr ONE:and-TWO-FAMILM CCUPA-REQUIREMENTS----:- CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# ATE: .0.7. -- a - . D d -BUILDING ADDRESS: ^ 3 C e i. -Foundation Re uirements- MInImum- City Foundation.Standards- 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 11. Framing: Floor, Wall, Ceiling and Roof Requirements K N A. Girder or sill dimensions, grade & s ecies 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 E. Header sizes indicated on plans tNNOK 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 taming 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. Tem ered'Glass required in all hazardous locations .i PLAN REVIEW NEand_T-WO.FA,MIL -.'OCCUPANC `ARE--QUJR-EMEN�Fa�--=-- 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. - Hl -Stairway Requirements OK K A. Stairway Details N 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 _J IV. Fireplace Requirements MOK 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 meet IRC Chapter 10 Requirements V. Electrical Service Requirements A. Electrical plan to include: Nfineg 1. Electrical fixtures & switches indicated 2. Smoke detector locations indicated as required 3. GFI circuits indicated where required 4. Arc fault protection for bedroom circuits 5. Panel location PLAN REVIEW -ONE, AMILY:OCCUPANrY-RE-0U REMEUTS �- 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. PlUmbind 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 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 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 . Maximum SHGC: 0.40 Your SHGC: 0.40 vvau i. 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: SHGC: 0.40 Window 16: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 17: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 18: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 19: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 20: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 21: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 22: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 23 Twin: Metal Frame:Double Pane with Low-E: SHGC: 0.40 Window 23 Twin: Metal Frame: Double Pane with Low-E: SHGC: 0.40 Ceiling 1: Flat Ceiling or Scissor Truss: Ceiling 2: Flat Ceiling or Scissor Truss: Floor 1: Slab-On-Grade:Unheated: Insulation depth: 0.0' Floor 2: All -Wood Joist/Truss:Over Unconditioned Space: Furnace 1: Forced Hot Air: 80 AFUE Air Conditioner 1: Electric Central Air: 13 SEER 3 0.670 2 4 0.670 3 13 0.670 9 3 0.670 2 4 0.670 3 4 0.670 3 4 0.670 3 6 0.670 4 13 0.670 9 13 0.670 9 25 19.0 0.0 1 867 19.0 0.0 44 869 0.0 905 24 13.0 0.0 2 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 has been designed to meet the 2003 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requireme is a in the REScheck pection Checklist. ST�GCAF b Name - Title Signature Da e 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