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HomeMy WebLinkAboutRES2007-01225, 07-12260"1-122' u1-Itw PREPARED 8/09/07, 7:32:10 INSPECTION TICKET PAGE 19 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 8/08/07 ------------------------------------------------------------------------------------------------ ADDRESS . : 4100 SOUTHERN WAY DR SUBDIV: SOUTHERN TRACE PH 2 CONTRACTOR STYLECRAFT BUILDERS PHONE (979) 690-1222 OWNER . . PHONE PARCEL . . 579530-0205-0020 APPL NUMBER: 07-00001225 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 5/10/07 JGM BLDG, FOUNDATION -SLAB TIME: 17:00 5/10/07 AP May 10, 2007 1:30:54 PM kwolfe. Strings On Setbacks O.K. Slab Ground Installed B115 01 6/18/07 BI BLDG, FRAMING TIME: 17:00 6/18/07 CA June 13, 2007 10:55:35 AM kwolfe. June 18, 2007 10:58:17 AM kwolfe. B115 02 7/02/07 RH BLDG, FRAMING TIME: 17:00 7/02/07 AE June 29, 2007 4:55:36 PM glsouth. 07/02/2007 04:36 PM RH PDA Block floor joist areas that lead to storage room, attic and porch. By insulation inspection. B130 01 7/05/07 OC BLDG, INSULATION TIME: 17:00 7/05/07 AP July 5, 2007 9:07:56 AM glsouth. B132 01 7/06/07 RH BLDG, SHEETROCK FASTENER TIME: 17:00 07 AP July 6, 2007 11:35:58 AM kwolfe. B125 01 8/08/07 BI BLDG, FINAL TIME: 17:00 August 8, 2007 3:26:49 PM kwolfe. -------------------------------------- COMMENTS AND NOTES e --------------------------------- Date: 8/8/2007 Inspection Comments for Finals Permit Year: 7 Permit Number: 1225 Address: 4100 SOUTHERN WAY DR Insp. Inspection Type Code Status s Inspection Result Comments B100 BLDG, FOUNDATION -SLAB IC Strings On Setbacks O.K. B100 BLDG, FOUNDATION -SLAB IC Slab Ground Installed B115 BLDG, FRAMING IC June 18, 2007 10:58:17 AM kwolfe. B115 BLDG, FRAMING IC 07/02/2007 04:36 PM RH PDA 13115 BLDG, FRAMING IC Block floor joist areas that lead to storage room, attic B115 BLDG, FRAMING IC and porch. By insulation inspection. E150 ELEC, FINAL IC 08/01/2007 04:39 PM OC PDA E150 ELEC, FINAL IC locked P100 PLBG, ROUGH IN IC April 27, 2007 3:46:32 PM kwolfe. Page 1 WF0893279 / 001 City of College Station PAGE 1 REQ. DATE: 04/27/07 04/27/07 13:33:38 LOCATION: 4100 SOUTHERN WAY DR LOC ID: 208482 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 COMMENTS AREA FINISHING NOTES SUMMARY 1 Notes w w � 41 y e cn MV141 4. 00cncn�- OI[� O\,r+0 Ln� More Home, Less Money Q 00 C o ¢¢ 0 oc~ lQW¢a4aLL ooH.Wow"'� a x as PORCH I N Q U V] Q 1V4" x 6-' I LOCATION rK,'LTC�IEN DINING BEDROOM 3 BEDROOM 2 SUBDIV. ST '-0-0a-0' F 6.0•-------� x 11'-7• 10'J• x 11'-7• O 12'-0• x 11'.7' UT 12'.W x 11'-7' I PllOC 02 POWDE [Tq)GE I BLOCK OS e.0 gqT� 6'-0• I 66 6-9 IO2 D. I FU.�l LOW I OATH4 B BTH BEDROOM1 F R 13'-1' x 12'-i• I N 0, a PORCH BEDROOM 4 G eR . ''nn , — 13'.10'x 11'S'---------------------.� v BUILDING ENVELOPE Z 35-0' x 31'-3' 13 I � w z 0 QF COMMENTS v� W �W O as cn �, g P4o d- u ST PLAN PREVIEW ND PLAN PREVIEW Z x 1 4L— 1 SCALE:3/32"=l'-0" SCALE:3/32"=l'-0" o NOTICE _ THIS SET OF DRAWINGS FOR A HOME IS THE COPYRIGHTED PROPERTY OF STYLECRAFT �1 7 BUILDERS, INC. THIS SINGLE COPY IS LICENSED AND �C NO RIGHT TO REPRODUCE, COPY OR DUPLICATE ALL O 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 Q FOR USE ON AND IN CONNECTION WITH THE? SPECIFIED PROJECT. NONE OF SUCH IDEAS, ® ®® DESIGNS, ARRANGEMENTS OR PLANS SHALL BE Q USED BY OR DISCLOSED TO ANY PERSON, FIRM OR Q Z W CORPORATION FOR ANY PURPOSE WHATSOEVER W O F WITHOUT THE WRITTEN PERMISSION OF THE ¢ U W DESIGNERS. UQ"V �`•s 00 00 00 ,.. -.. .-........ . ,. _.... .. :......: .... SHEET: AFRONT ELEVATION SCALE:3/32"=l'-O" �pVER SI>FET SHEET INDEX COVER SHEET G-1 GENERAL NOTES G-2 SITE PLAN C-1 rOUNDATION 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 � C:USTOMER / / AREA SUMMARY v�,��'ujlLL, M�00w_ (11 U U¢ � O Qom ¢� �OaQWr�a� a ¢¢a 00¢W0u 0 0W�dQ Q�>OF•Ha .--� N LOCATION SUBDIV. ST PHASE 02 BLOCK 05LOT 02 � '^� v) N Q O O n zQ F ~1 ~ W ~J V L w as a rO v 1 i� OV O �t! �c a� > Rg SHEET: G-2 GENERAL NOTES GENERAL NOTES G-2 GENERAL NOTES S-3 DETAILS S-7 DECKING PLAN A-1 FLOOR PLAN 1. NO GENERAL NOTES AT THIS TIME 1. NO GENERAL NOTES AT THIS TIME 1. NO GENERAL NOTES AT THIS TIME 1. NO GENERAL NOTES AT THIS TIME 2. 2. 2. 2. ,C-1 SITE PLAN S-4 BRACING PLAN S-8 ELEVATIONS A-2 FLOORING PLAN 1. NO GENERAL NOTES AT THIS TIME 1. NO GENERAL NOTES AT THIS TIME 1. NO GENERAL NOTES AT THIS TIME 1. NO GENERAL NOTES AT THIS TIME 2. 2. 2. 2. S-1 FOUNDATION PLAN S-5 FRAMING PLAN S-9 FRAMING DETAILS A-3 CABINET LAYOUT 1. NO GENERAL NOTES AT THIS TIME 1. NO GENERAL NOTES AT THIS TIME 1. NO GENERAL NOTES AT THIS TIME 1. NO GENERAL NOTES AT THIS TIME 2. 2. 2. 2. S-2 DIMENSION PLAN S-6 ROOF FRAMING PLAN E-1 ELECTRICAL PLAN 1. NO GENERAL NOTES AT THIS TIME 1. NO GENERAL NOTES AT THIS TIME 1. NO GENERAL NOTES AT THIS TIME 2. 2. 2. ?8�1" �C°'--=----- _ 5' IDE— 'SETBACK --------- --- ---- -- EXISTING FENCE co. I I I N I I I O2T-0" I 3 1 I c O m -0co Z DI ICI, Im nl 'I I I � b Ci I --- tj -- -113"_-- B1' g,gZ Tip -------- 5' IRE SETBACK.----- --- xr0Op 60'-11�" >o-q 2 �n �v O x �M1 YZ a �C C7 n ALVL DESCRIPTION CREATED B OMSHTEYN: 4102 SOUTHERN WAY : ST07002 01 N FLOOR AC FLOOR AC 775 SF PRE-CONCORRECTED O m > COVERED PORCH 93 SF AC TOTAL 1728 F PLAN# S-1747-A x y y STORAGE 41 SF FINAL '" 0-1 TOTAL FRAMED 1862 SF STYLECRAFT BUILDERS, INC. ©2007 0 0 O OTAL SLAB 1087 SF 7d 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 v, n) H Z PF.R TMF.TF.R 1 An'-7" .clean menttt, Inc: @ ATS Engineers Inspectors &Surveyors 4611.Bee Cave Rd. • Suite 200 Austin.Texas 78746 512.328.6995 512.328.6996_Fax ats@ats-engineers.com Commercial and Residential Engineering • Structural • Civil • Mechanical • Electrical • Plumbing • Surveying Rehabilitation Designs Texas Accessibility Standards (ADA) Compliance Reviews & Inspeotions Certified Code Compliance Inspectors . & Plan Reviewers Construction Consulting 0 .* .... �MICHAEL H. �•MATUSI ................... 754944 °'FbIST ER FRAMING CERTIFICATION Builder: Stylecraft Homes Attn: Eddy To whom it may concern: C�AI % N June 19, 2007 Revised June 22, 2007 ATS Engineers has issued a variet} of windbrace plans for Stylecraft Homes in College Station, Texas. It has7 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 -`baring' 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 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 or prospective, in this property or anyone involved with thisproperty. T warrant that 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_?eport. 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 plarLdate jad architecture. Page t of 3 0 r----------------------------------� I I I I � I I 2ND WINDBRACING=PLAN SCALE718'=1'-0' Plan # 1690 ST WINDBRACING PLAN SCALE?/8"=1'-0' All interior walls intersecting exterior walls and marked " " must be braced in the manner previe@kWdescribed. Ia MICHAEL, H. MATUSTIK. c+: 75494 1 AL Page 2 of 3 NA OOq�p, i It South- Re: Calling for40outhern Wa �8/10/2007) Gina Sout 9fr CO @,10 SY Dr _ � _ From: Paul Schoenfeld To: Amber Carter; Benjamin McCarty; Chris Haver; Gina Southerland; Joe G... Date: 8/ 10/2007 8:39 AM Subject: Re: Calling for CO @ 4100 Southern Way Dr All ok. Paul >>> Kim Wolfe 8/9/2007 11:50 AM >>> any issues? BP # 07-1225 Thanks Kimberly Wolfe, CPS/CAP City of College Station Planning & Development Services (979)764-3570 www.Cstx.gov 1 ST WTNDBRACING PLAN SCALE:I/B"=1'-0" I 1 I 1 I I I I I I I I Plan # 1714 2ND WINDBRACING PLAN SCALE:I/8"=1'-0" All interior walls intersecting exterior walls and marked " to"' " must be braced in the manner previously described. %, 040 r:9k: �vr' •*' 9...................:.. MICHAEL H. MATUSTIK 0 f,y gib, Y a Page 3 of 3� �oxac E ��00�- i /n t In1 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 AllowableLoads Loads Ref. To Plate ' To Blocking Lateral Lateral 133/160 133/160) 1❑ 45° to 90° 6-10dx11/2 6-10dx1 t/2 440 380 RBC Q2 0° to 30° 6-10dx1 l/2 6-10dx1 t/2 485 420 160 �3 0° to 45° 1 3-1/4'x2Y: Titen' 1 6-10dx11/2 350 350 1. Allowable loads are for one anchor attached to blocking minimum 1 t/2' thick. 2.RBC can be installed with up to 3/; gap and achieve 100% of the listed load. 3.Allowabie 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-t/exl3/4 Titers. 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: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 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. Dimensions Fasteners Allowable loads!.0F/SP Code ModNo W, Wz L Base Post :y4`E133)4; a'�180� ,.. Bolts Nails Bolts Nails A21 2 1 t/2 1 % — 2-10dx1 t/2 — 2-10dxl t/2 180 175 245 175 4, 28, 37, 87,104,121 A23 2 1 t/2 234 — 4-10dxl 1/2 — 4-10dx1 1/2 485 485 585 565 4, 37, 87,104,121 A33 3 3 11/2 — 4-10d — 4-10d 6'Z6 ` . 0 78A 170 A44 4°/ie 4% 11i4 — 4-10d — 4-10d 625i ;2 750,',295` A66 5'/a 57/e 1 1/2 2-% — 2-% — — — — — A88 8 8 2 3-% —— A24 3r/e 2 21/z 1-t/2 — 1-1h 2-10d — A311 11 3% 2 1-t/2 — 1-t/t 4-10d — =4 • — SIMPSON Strong -Tie RafterRruss (TYp) Blocking (ryp) Typical RBC Installation Over 1" Foamboard5 up to -f y' 9•P Typical RBC Installation ti gap Typical RBC Installation to CMU Block A44 Installation A21 3 (A33 similar) Insta n t Moisture barrier W, not shown Z 8 C7 170 See footnotes on page 171. A311 Installation A24 Installation q 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 plate -to -rim joist or blocking connections. Nail holes are spaced to prevent wood splitting for single and double top 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, _ �> completely reversible design permits the A35 to secure a A34 great variety of connections. MATERIAL: LTP4/LTP5-20 gauge; all others-18 gauge '.---3'' FINISH: Galvanized. Some products available in stainless of steel or Z-MAX; see Corrosion -Resistance, page 6-7. .�. _' 1�r INSTALLATION: • Use all specified fasteners. See General Notes. V W. • A34-Use 8-8dx11/2' nails. o • A35-Use 12-8dx11/z' nails. -+ 4y'' • A35-Use 9-8dx11/2' nails for connection types Al, E, Ct. • A35-Bend one time only. ao� r 3Oi • LTP4-Use 12-8dx1'/2' nails. • LTP5-Use 12-8dx11/z' nails; G Max use 14-8dxl1/2' nails. CODES: See page 12 for Code Listing Key Chart. LTP4 Available with additional corrosion protection. Check with factory. 0 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) I 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 170 170 170 145 145 145 Az 260 1 320 345 1 225 275 290 3 39 88,121, A35 3❑ Cz 260 315 315 1 225 270 270 140 D .150 150 150 130 1 130 130 Fi 450 450 450 450 450 450 Fz 515: 645 685 1 450 555 1 600 A35F Deleted — see LTP4 and LTP5 G 515 645 1 670 445 555 595 LTP4 5 J 515 645 670 445 555 595 6 30, H 515.1 ' 645 ' '.670 ' 445 555 595 97,121 G 520 595 595 445 510 510 LTP5 G Max 610 630 630 525 540 540 J 520 555 555 445 475 475 160 H 520 555T 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 8dx11h' nails and achieve .72 of the listed load, or over '/z' and achieve .64 of the listed load. 8d commons will achieve 100% load. 5. The LTP5 may be installed over sheathing up to'/z' thick with no reduction in load when 8d common (0.131' dia. x 21e) nails are used. 6. NAILS: 8dx1 'Fz = 0.131' dia. x 1W 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 LTP5 Studs to Plate with B Leg Outside Ceiling Joists to Beam t6i © LTP5 Installed over Plywood Sheathing wmmney rrammg 169 Model No. Ga Dimensions Fasteners' (Total) Allowable` D (125)ed Code Ref. W H B TF Z2 20 2BY, a 11/2 1 1% 13A 4-10dx11/2 465 170 Z4 12 11/2 31/2 21/a 13/4 2-16d 465 4, 37, 12 11/e 53A 2 111 2-16d 485 87,121 28 21Ye 1'A 1% 13A 10dxl1/2' —28 FZ44Z6 25/ie 21/2 136 I% 10dx11/z' — 12 21/z 31/2 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 W long, 1 Odx11F2 = 0.141r dia. x 1 W 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 Doug Aliaweble Fir Lerch/SO Pine J eadsy�Aa Spruce -Pine Allowable -Fir Loads' Code No. L Fasteners Floor (100) Snowot)t >(115)° (115�`1 _33/ 11$0 ' Floor (100) Snow (115) Roof (125) 133/ 160 Ref. GA1 23/4 4-10d 185 185 185 185 160 160 160 160 •c 33,122 GA2 31/4 6-1Od 335 385 415 490 290 335 335 335 L30 3 4-10d 220 240'i t 240 .`:40 4 190 205 205 205 L50 5 6-10d 1335 .; 385.:' 4 0,, 445 i 290 335 360 385 3, 28 39, 104, 121 L70 7 8-10d •; 445,.. 51b . . 55 '31i5 r 380 435 475 485 L90 9 10-10d W55 .. 64d` 69 '''79d'` 480 550 600 640 3, 39, 88,121 LS30 3% 6-10d 335 385 420 420 290 335 335 335 LS50 41A 8-10d 450 520 560 600 390 450 485 520 7 90 121 140 LS70 6% 10-1Od 560 645 675 675 485 560 580 580 LS90 77A 12-10d 670 770 840 890 580 670 730 770 1. Use a minimum lumber thickness of 1W W. For 1'/V lumber, use 0.81 of table load, except GAi in Ft 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 Nail the L for F2 are 220 and 335 Ibs (100) and 280 and 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/e• long, table loads 1Od = O.1411• dia. x 3• long, and allow 1Odxl%=O.1411"dia. xl'/i long. correct nailing. See page 16-17 for other nail sizes and information. LS SIMPSON Strong -Tie 11111111111112 Typical Z2 Installation GAi ADJUSTABLE FROM 0' TO" BEND ONE TIME \✓ ONLY. SHIPPED AT 45' LS Top View Typical LS70 Installation d Ro 14 Typical L50 Installation Typical GA Installation 171 BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00001225 Date 4/26/07 Application pin number . . . 237250 Property Address . . . . . . 4100 SOUTHERN WAY DR Property ID: 579530-0205-0020 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 . 497545 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) -------------------------------------------- ----k- ----------- BUILDING DEPT REPRES&E TA I'ZF : APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001225 Application pin number . . . 237250 Page 2 Date 4/26/07 Special Notes and Comments PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 301-) 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 alter tive, R-6 duct -----------------------------------------------�:J -- ---•------------- BUILDING DEPT RE�� t�'TIVE 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 . . . . . 07-00001225 Date 4/26/07 Application pin number . . . 237250 ---------------------------------------------------------------------------- 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 ------------------------- - - .- ----------------- BUILDING DEPT REPR NT TIVE: 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 Page 4 07-00001225 Date 4/26/07 237250 -------------------- 469.00 ---------- .00 .00 .00 .00 .00 750.00 .00 .00 1219.00 .00 .00 - 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 . . . . . 07-00001226 Date 4/26/07 Application pin number . . . 318260 Property Address . . . . . . 4100 SOUTHERN WAY DR Property ID: 579530-0205-0020 R #. Application type description TEMP POLE Subdivision Name . . . . . . SOUTHERN TRACE PH 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 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 497552 Permit Fee . . . . 20.00 Issue Date . . . . 4/26/07 Valuation . . . . 0 ---------------------------------------------------------------------------- Other Fees . . . . . .f . . . 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- - — -------- BUILDING DEPT REPRESS AT APPLICANT: For Office Use Only APPLICATION FOR BUILDING PERMIT DATE: K'd�?RCC REG CITY OF COLLEGE STATION — 1101 TEXAS AVENUE APPLICATION # —� COLLEGE STATION, TX 77840 TEMP POLE # CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning dDevelopment Services WWW CSTX.GOV / ADDRESS/LOCATION: L110D GouT1f5-R_&1 � ✓ Y LOT 2 /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: $ C-102;643-t:ess Slab1 TOTAL AREA: 1862 HEATED AREA: 1728 (Cost of Labor and Materials) q6i1 X PUBLIC SEWER SEPTIC/TREATMENT SYSTEM SEWER TAP: 4" �O SIZE 4� WATER TAP: %11 SIZE ❑ OTHER TAP: SIZE TEMP POLE 0/ GARAGE TYPE: SINGLE U ATTACHED El NUMBER OF BEDROOMS: 4 NUMBER OF BATHROOMS: 4.5 INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE FOUNDATION TYPE: ROOF TYPE: DOUBLE ET SIGNATURE OF APPLICANT: / *If proposed work involves new commercial co t ctlon or f commercial property, building elevations are required. Official Use Plans Examiner TRIPLE e Imp Zoning Official Sidina and/or Masonr Slab on Grade Composition K/rJ(>7 For Stvlecraft ment$/rdnovations to an existing Comments: <!0!OrNO 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%/, R13 / R30 / .40 .65 -- i 13---' Ir PLAN REVIEW ---ONE and.-TWO•FAMIL-Y OCCUPANCY,RE-QUIREMENTS--._` CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# __ ---- - _- - — a s77- ATE: - -�� - - --- BUILDING ADDRESS: 10S dog A/ ".1�2.. I. -Foundation Requirements- Minimum City.. Foundation Standards - - _ = M 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 OK II. Framing: Floor, Wall, Ceiling and Roof Requirements NA1 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 MOK E. Header sizes indicated on plans 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 plan or elevation shown K. Ceiling joist size, spacing, grade and direction of span indicated on plans L. Attic access location and size indicated on plans M. Span exceeding code tables must be engineered N. Rafter size, spacing, roof slope & purlin bracing if required to reduces an O. Roof covering P. All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade & location indicated on plans Q. Tempered Glass required in all hazardous locations PLAN REVIEW -- rONE and -TWO -FAMILY -OCCUPANCY -REQUIREMENTS w-� -- 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 K tWOK A. Stairway Details NA/ -1. Maximum riser. hei ht.773/4 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 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 C. Chimneys must meet IRC Chapter 10 Requirements V: -Electrical Service Requirements — - - - --= A. Electrical plan to include: NA/ 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-FAMILI Y OCCUPANCY -REQUIREMENTS 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. Plumbing access to bathtubs C. Means for thermal expansion provided when required D. Water heaters elevated 18" when -installed in the -garage or room directly off garage VII. Mechanical Requirements NAIAK A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to outside excludes ductless units) T B. Attic installed H.V.A.C. requirements: 1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment must be provided 2. Attic access located within 20 feet of equipment C. Combustion air supplied for gas appliances when required) VIII. Energy Requirements N 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 NAOV Maximum drive width for residence is 25' combined for circular and 12' minimum for single Minimum 20 feet from driveway to side(intersecting) street property line sight triangle Driveway access to lesser street for corner lots Subdivision Regulations — Ordinance 690 NAB Approved subdivision Plat filed Flood lain Regulations — Ordinance 1301 N Does not block any water course or divert any flow Elevation certificate needed K "APPROVED PLANS PER IRC SECTION R106.3.1." Y'KA S EXAMINER DATE 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 92 Window 1: Metal Frame:Double Pane with Low-E: 3 0.670 2 SHGC: 0.40 Window 2: Metal Frame:Double Pane with Low-E: 18 0.670 12 SHGC: 0.40 Window 3: Metal Frame:Double Pane with Low-E: 18 0.670 12 SHGC: 0.40 Window 4: Metal Frame:Double Pane with Low-E: 18 0.670 12 SHGC: 0.40 Window 5: Metal Frame:Double Pane with Low-E: 18 0.670 12 SHGC: 0.40 Window 6: Metal Frame:Double Pane with Low-E: 18 0.670 12 SHGC: 0.40 Window 7: Metal Frame:Double Pane with Low-E: 9 0.670 6 SHGC: 0.40 Window 8: Metal Frame:Double Pane with Low-E: 9 0.670 6 SHGC: 0.40 Window 9: Metal Frame:Double Pane with Low-E: 18 0.670 12 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.: 1025 13.0 0.0 77 Window 10: Metal Frame:Double Pane with Low-E: 4 0.670 3 SHGC: 0.40 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: 4 0.670 3 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: 20 0.670 13 SHGC: 0.40 Window 15: Metal Frame:Double Pane with Low-E: 20 0.670 13 1714 Plan 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 Joist/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 has been designed to meet the 2003 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requiremepIsAsted in the RESch!eckjnspection Checklist. STYLEUZOF7 22 47 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. 1714 Plan Page 2 of 2