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HomeMy WebLinkAboutRES2007-01294, 07-129507- I �5Y Cy *ftfft sM113 100vP4 PREPARED 8/13/07, 12:04:05 INSPECTION TICKET PAGE 11 City of ------------------------------------------------------------------------------------------------ College Station INSPECTOR: BUILDING INSPECTOR DATE 8/13/07 ADDRESS . : 4130 MCFARLAND DR SUBDIV: SOUTHERN TRACE PH 2 CONTRACTOR STYLECRAFT BUILDERS PHONE (979) 690-1222 OWNER . . PHONE PARCEL . . 579530-0209-0060 APPL NUMBER: 07-00001294 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B115 01 6/13/07 JGM BLDG, FRAMING TIME: 17:00 6/14/07 DP June 12, 2007 4:55:42 PM acarter. 06/14/2007 08:41 AM JGM PDA need to nail and block exterior sheathing, need to nail intersecting walls as per print B115 03 6/15/07 RH BLDG, FRAMING TIME: 17:00 6/15/07 DP June 15, 2007 11:35:57 AM kwolfe. 06/15/2007 04:25 PM RH PDA Did not nail 16d nails 1611 o.c. at intersecting walls. B115 02 6/15/07 RH BLDG, FRAMING TIME: 17:00 6/15/07 DP June 15, 2007 7:58:44 AM acarter. 06/15/2007 11:32 AM RH PDA Did not correct previous notes. B115 04 6/26/07 RH BLDG, FRAMING TIME: 17:00 6/26/07 AP June 26, 2007 12:22:50 PM kwolfe. B130 01 6/28/07 RH BLDG, INSULATION TIME: 17:00 6/28/07 AP June 28, 2007 9:59:27 AM kwolfe. B132 01 7/05/07 OC BLDG, SHEETROCK FASTENER TIME: 17:00 7/05/07 AP July 5, 2007 11:49:17 AM glsouth. B125 01 8/09/07 BI BLDG, FINAL TIME: 17:00 8/09/07 CA August 8, 2007 3:21:32 PM kwolfe. B125 02 -(8/13/07 BI BLDG, FINAL TIME: 17:00 August 13, 2007 11:12:39 AM kwolfe. -------------------------------------- COMMENTS AND NOTES -------- ----------------------------- 9 (8/14/2007) Kim Wolfe Re Calling"for C.O. @ 4130 McFarland Dr. Page 1 From: Mitchell Carson To: Amber Carter; Benjamin McCarty; Chris Haver; Gina Southerland; Joe G... Date: 8/13/2007 3:15 PM Subject: Re: Calling for C.O. @ 4130 McFarland Dr. This one is ok Mitch >>> Gina Southerland 08/13/07 12:31 PM >>> BP# 07-1294 Gina Southerland CSR - Planning & Development Services City of College Station 979-764-3570 www.cstx.gov Date: 8/13/2007 Inspection Comments for Finals Permit Year: 7 Permit Number: 1294 Address: 4130 MCFARLAND DR Type inspection Type Code Description Ins s Inspection Result Comments B115 BLDG, FRAMING IC 06/14/2007 08:41 AM JGM PDA B115 BLDG, FRAMING IC need to nail and block exterior sheathing, need to nail B115 BLDG, FRAMING IC intersecting walls as per print B115 BLDG, FRAMING IC 06/15/2007 11:32 AM RH PDA B115 BLDG, FRAMING IC Did not correct previous notes. B115 BLDG, FRAMING IC 06/15/2007 04:25 PM RH PDA B115 BLDG, FRAMING IC Did not nail 16d nails 16" o.c. at intersecting walls. E110 ELEC, ROUGH IN IC 06/14/2007 08:38 AM JGM PDA E110 ELEC, ROUGH IN IC need to bond metal ceiling boxes M110 MECH, FINAL IC 07/30/2007 02:56 PM RH PDA M110 MECH, FINAL IC Have at least 30" of platform in front of furnace by M110 MECH, FINAL IC building final. Page 1 WF0893152 / 001 City of College Station PAGE 1 REQ. DATE: 04/27/07 04/27/07 11:41:40 LOCATION: 4130 MCFARLAND DR LOC ID: 208518 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 City of College Station 1101-*TE3AS AVENUE COLLEGE STATION TX 77840 C E R T I F I C A T E O F O C C U P A N C Y Issue Date . . . Parcel Number . . Property Address Subdivision Name Legal Description Property Zoning . Owner . . . . . . P E R M A N E N T 8/14/07 579530-0209-0060 4130 MCFARLAND DR COLLEGE STATION TX 77845 SOUTHERN TRACE PH 2 SOUTHERN TRACE SUB PH 2 BLK 9 LOT 6 SINGLE FAMILY RESIDENTIAL Contractor . . . . . . STYLECRAFT BUILDERS 979 690-1222 Application number 07-00001294 000 000 Description of Work RESIDENTIAL, 1 UNIT DETACHED NEW Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . RESIDENTIAL-SFR/DUPLEX Flood Zone . . . . . . Approved Buil ng Official VOID UNLESS SIGNED BY BUILDING OFFICIAL iBU1L'DER5, 1NC1 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 / NOTICE THIS SET OF DRAWINGS FOR A HOME IS THE COPYRIGHTED PROPERTY OF STYLECRAFT 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 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. 1 ST PLAN PREVIEW SCALE:3/32"=1'-0" r-------------------------- I 1 I � L------------jI 2ND PLAN PREVIEW SCALE:3/32"=1'-0" FINISHING NOTES 1 Optional Tile Package 2 10ptional Appliance Package COMMENTS Y ILOCATIONI A 4 r2 .� N O og N O� a U� F �D W � a H 0 P4 o U a� (� rn �CD (vj� 4 w SHEET: G-1 ,OVER SHEET C1RONT ELEVATION SCALE:3/32"=1'-0" SE�PGK W cn810 /ter 4a a V� /CID C �: CV cno /_0 C S2 / co Na: 82,223- i1 0 I cnI N co o b I CI I. wcn b C-' Who ml I __ _�-------------•- cnv _ vtdrcn� xr1c0 >b COO y� �6C�17 C7 b�'v v� r-+ 1ST FLOOR AC 883 SF Cn n CREATED BERG: 4130 MCFARLAND :ST07055 ors O 2ND FLOOR AC 826 SF PRE -CON -CORRECTED m d (i AC TOTAL 1710 SF PLAN# S-1711-C P5 � a COVERED PORCH 151 SF 7� y STORAGE 89 SF CrJ FINAL ^ STYLECRAFT BUILDERS INC. ©2007 ~'TOTAL FRAMED 1949 SF o, eda� �aam rt wo. x raou moxornmseooan�as f1Y CNfl 1 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 ooZ t z PFR TAM TFRB 1 d�3 SF f 3 eBeen McMtt, Inc: s yATS 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 Property Condition Inspections Texas Accessibility Standards (ADA) Compliance Reviews & Inspections Certified Code Compliance Inspectors . & Plan Reviewers Construction Consulting OF r ..... zz „MICHAEL H;�,MATUSTI 75494 STE . \\ONAI �= 711 FRAMING CERTIFICATION Builder: Stylecraft Homes Attn: Eddy June 19, 2007 Revised June 22, 2007 To whom it may concern: 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 • `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, exterioustuds. . 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-?6port. 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 acid architecture. Page i of 3 r---------------------------------� 1 I I I y 1 J 1 of 2ND WTNDBRACING-PLAN SCALE:1/8"=1'-0" Plan # 1690 ST WINDBRACING PLAN SCALE?/8"=V-0" - All interior walls intersecting exterior walls and marked " e �-' " must be braced in the manner prev i described. O F T1�. # •« YY �MICHAEL. H. MATUSTIKrc 0 75494 -w S �G S�ONAL F Page 2 of 3 �44p, (D f Zs�o1 7 l 1 ST WINDBRACING PLAN E. I I I I I I I I I I I I Plan 4 1714 2ND WINDBRACING PLAN SCALE: 118"=1'-0" All interior walls intersecting exterior walls and marked " f *-", " must be braced in the manner previously described. \► 09 r� � k . � r i .�• *yR .............. ,,,, MICHAEL• H. MATUSTIK. • � 75494 Page 3 of 3 s�:• •..... �QNAL � In 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 Typical RBC Installation RBC Doug -Fir -Larch/ Model Type of Bending Fasteners So. Pine.:Code No. Connection Angle Allowable` LoadsRed. il To Plate To Blocking Lateral 133/160 10 45" to 90- 6-10dx11/z 6-10dx11/z 440 0 RBC 2❑ 0' to 30" 6-10dx11/z 6-10dx11/2 485 420 160 �3 0" to 45° 3-1/; x2'/; Titen' 6-10dx11/2 350 350 1.Allowable loads are for one anchor attached to blocking minimum 1'h- thick. 2. RBC can be installed with up to 3/; gap and achieve 100% of the listed load. 3. Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 4.When attaching to concrete use 3-1/4xl3'; Titens. 5.RBC installed over i' 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: 10dx11h = 0.148" dia. x 111V 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.; °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. j Available with additional corrosion protection. Check with factory. r MCode No. Dimensions W� W: L Fasteners Base Post Allowablti,leads!OF/SP �' (�� Ref. Bolts Nails Bona Nails 'aFt'`, A21 1 2 11h 111e — 2-10dx1 ih — 2-10dx1'h 180 175 245 175 4, 28, 37, 87,104,121 A23 2 11h 2x4 — 4-10dx11h — 4 10dxl l/z 485 485 585 565 4, 37, 87,104,121 A33 3 3 11h — 4-10d — 4-10d .626 i 75pr r` �.e 170 A44 49'ie 49fi 11h — 4-10d — 4-10d 6 61i 760 -295 A66 57/e 57/e 11h 2-% — 2-3A — — — — — A88 8 8 2 3-% — 3-% — — — — — A24 37/a 2 21h 1-Yz — 1-1h 2-10d % ` 4 A311 11 3% 2 1-"h — 1 1h 4 10d —� 170 See footnotes on page 171. RanMirNSS (Typ) Blocking (Typ) Typical RBC Installation Over xp*t 1" Foamboarde up1 ew ] Typical RBC Installation —T gap Typical RBC Installation to CMU Block A44 Installation A213 (A33 similar) ins taR8if6n " S N U t S � Moisture W+ baffler not shown � t a. A311 Installation A24 Installation SIMPSON Strong -Tie $0 The larger LTP5 spans subfloor at the top of the blocking �t�te ►�)���8� or rim joist. The embossments enhance performance and the min/max nailing option allows for design flexibility. `t The LTP4 Lateral Tie Plate transfers shear forces for top a plate -to -rim joist or blocking connections. Nail holes are spaced to prevent wood splitting for single and double top r 2 plate applications. May be installed over plywood sheathing. J 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 FINISH: Galvanized. Some products available in stainless o 4 u� steel or Z-MAX; see Corrosion -Resistance, page 6-7."" ; INSTALLATION: • Use all specified fasteners. See General Notes. • A34—Use 8-8dx11/2' nails. • A35—Use 12-8dx11/2" nails. 4w' • A35—Use 9-8dx11/z nails for connection types At, E, Ct. • A35—Bend one time only. y+.o • LTP4—Use 12-8611/2' nails.'"_ • LTP5—Use 12-8dx11/z' nails; G Max use 14-8dx11/T nails. CODES: See page 12 for Code Listing Key Chart. LTP4 Available with additional corrosion protection. Check with factory. 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 ElA1,E 260 320 335 225 275 290 C 1 170 170 170 145 145 145 Az 260 . 320 345 225 275 290 3, 39, 88 121 A35 3❑ C2 260 315 315 225 270 270 140 D 150 150 150 130 130 130 F1 450 :450 450 450 450 450 F2 5i5:1 645 J, .685 450 555 600 A35F Deleted — see LTP4 and LTP5 G 515 645 670 445 555 595 LTP4 1 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 610 630 630 525 540 540 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 X. 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 1/i 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 211V) nails are used. 6. NAILS: 8dx11/2 = 0.131• dia. x 11/2• long. See page 16-17 for other nail sizes and information. A35 Joists to Plate with A Leg Inside Joists to Beams LTP5 Studs to Plate with B Leg Outside Ceiling Joists to Beam ❑LTP4 Installed over Rim Joist 5 Plywood Sheathing © LTP5 Installed over Plywood Sheathing 54e' unimney rrammg 169 SIMPSON Strong -Tie • Model No. Ga Dimensions Fasteners' (Total) Allowable' Download Code Ref. W H B TF Z2 20 2%. 11h 1% 1% 4-10dx11h 465 170 Z4 12 11h 31h 21/e 13✓4 2-16d 465 4, 37, Z6 12 11h 5% 2 1% 2-16d 485 87,121 Z28 28 23'is 1'h 13fi 1% 10dx11/2' — 170 Z38 28 2/1e 21h 1% 13% 10dx11fz' — Z44 12 21h 31h 2 13% 4-16d 1 865 14, 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 Iong,10dx11h = 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 0• to 135• angles. MATERIAL: L-16 gauge; GA and LS-18 gauge FINISH: Galvanized. Some products available in stainless steel or Z-MAX; see Corrosion -Resistance, page 6-7. INSTALLATION: • Use all specified fasteners; see General Notes. • • LS-field skewable; bend one time only. • Joist must be constrained against rotation (for example, with solid blocking) when using a single LS per connection. CODES: See page 12 for Code Listing Key Chart. 11 Available with additional corrosion protection. Check with factory. Doug Fir t ach/So Pine Spruce -Pine -Fir Model ;Allownble,.Lo Allowable Loads' Code No. L fasteners Ftoo� SnfJfrl; W;`d ' 33J Floor Snow Roof 133/ Ref. (i00) (115) `(125S11; 1¢0+ (100) (115) (125) 160 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 40� 190 205 205 205 L50 5 6-10d 335 385. 420.; .445 : 290 335 360 385 3, 28, 39, 88, L70 7 8-10d : ; 445 51 b. " 555 5G5 ' 380 435 475 485 104,121 L90 9 10-10d 553: 'A 695 44d ` 480 550 600 640 3, 39, 88,121 LS30 3% 6-10d 335 385 420 420 290 335 335 335 LS50 4Ti5 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 7Th 12 10d 670 770 840 890 580 670 730 I 770 1. Use a minimum lumber thickness of 1W. For 11h' 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-Aoads are for condition F1 only. 3. GAt 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 W long, table loads 1od - 0.148" dia. x r long, and allow 10dx11h = 0.14r dia. x 11h• long. correct nailing. See page 16-17 for other nail sizes and information. LS Typical Z2 Installation GA1 ADJUSTAKE FROM o' To 135' 6ENO 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)764-3570 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 . . . . 07-00001294 231010 4130 MCFARLAND DR 579530-0209-0060 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 498253 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 MUST MAINTAIN NATURAL BUFFER BETWEEN THIS PROPERTY AND THE SURROUNDING PROPERTIES PER U.D.O. ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS N DWELLING . ------------------------ BUILDING DEPT REPRESF'W_E: 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 . . . . . 07-00001294 Date 4/27/07 Application pin number . . . 231010 ---------------------------------------------------------------------------- Special Notes and Comments UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTERS) PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 3011) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY PROVIDE CHEMICAL TREATMENT OR PHYSICAL BARRIER (SUCH AS METAL OR PLASTIC TERMITE SHIELDS) FOR PROTECTION AGAINST TERMITES. IF CHEMICAL TREATMENT IS USED, THE CONCENTRATION, RATE OF APPLICATION AND TREATMENT METHOD SHALL BE CONSISTENT WITH THE TERMITICIDE LABEL. BORACARE TREATMENT IS A SUITABLE SUBSTITUTE. ALL METHODS MUST BE USED IN CONJUNCTION WITH TREATED SILL PLATES PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2003 INTERNATIONAL RESIDENTIAL CODE 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 -------------------------------------------- -- --- --- ----------------- BUILDING DEPT REPRESENTA VE: APPLICANT: r )�� 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 . . . . . 07-00001294 Date 4/27/07 Application pin number . . . 231010 ---------------------------------------------------------------------------- Special Notes and Comments ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE For residential applications with a glazing area that exceeds 15% of the gross area of exterior walls, R-8 duct insulation is required. As an alternative, R-6 duct insulation can be used if the a/c system has a SEER rating of 12 or more. PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR DUCTS, CEILING FANS AND RETURN AIR 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 -------------------------------------------- ----1,`J•------------- BUILDING DEPT REPRETIVE:AAML SE1C-7 APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 4 Application Number . . . . . 07-00001294 Date 4/27/07 Application pin number . . . 231010 ---------------------------------------------------------------------------- Special Notes and Comments 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 ----------------- Permit Fee Total 466.00 466.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1216.00 1216.00 .00 .00 ---------------------------------------------- ----------------------------- BUILDING DEPT REPRES TIVE: 0a. APPLICANT: ( A', Ali. TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00001295 Date 4/27/07 Application pin number . . . 332425 Property Address . . . . . . 4130 MCFARLAND DR Property ID: 579530-0209-0060 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 498261 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 REPRES VE: 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& Development Services WWW CSTX.GOV (� For Office ' Use Only DATE: 1,)�;-o TRCC REG APPLICATION #� 1� TEMP POLE # —� ADDRESS/LOCATION: Ll)�O Mir--Aer�ty� l� LOT l lr BLOCK 9<"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: $ 1.0.1,574 Less Slab' TOTAL AREA: 1949 HEATED AREA: 1710 (Cost of Labor and Materials) PUBLIC SEWER SEPTIC/TREATMENT SYSTEM SEWER TAP: 4" SIZE ® WATER TAP: %11 SIZE OTHER TAP: SIZE MTEMP POLE GARAGE TYPE: SINGLE ATTACHED NUMBER OF BEDROOMS: 4 NUMBER OF BATHROOMS: 4 INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE: Siding and/or Masonry FOUNDATION TYPE: Slab on Grade ROOF TYPE: Composition DOUBLE [—] TRIPLE F] CARPORT SIGNATURE OF APPLICANT: (_ &Z For St lecraft *If proposed work involves new commercial consti n or fac a improve a is/renovations to an existing commercial property, building elevations are require Official Use Only T� g- Zs�? j nsAurpiner ER (i p C7 Mvr'�' � Ls Zoning,OffieW Co ents. ES o NO 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 Glazing U-Factor R value of ductwork A/C SEER Rating .40 .65 13 P c_OiUc.L SIAfION PLAN REVIEW . __...._.ONE a�%VYD•FAMIL1�9eCtJPANEY R�f3CIREMENi'S-__<._...�__-._,__ CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# DATE: BUILDING ADDRESS: 4131) Ine- I t.-::Foundatlon Requirements-RequirementsWL Minimum .0 Ity.-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 II. Framing: Floor, Wall, Ceiling and Roof Requirements Nq/ 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 MAY OK 1. One -hour rated extending to roof deck OK E. Header sizes indicated on plans A/ F. Emergency bedroom a ress 1. Exit direct to outside 2. Operable window a. Twenty20 inch clear width b twenty-four 24 inch clear height b. Maximum sill height of forty-four 44 inches above finished floor Operable erable bathroom window required when mechanical ventilation is not provided H. Stud grade andspacing I. Exterior wall details 1. Sheathingindicated on plans for Wall Bracing 2. Moisture barrier indicated on plans 3. Exterior Wall Covering J. Roof framingplan 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 exceedingcode tables must be engineered N. Rafter sizes acin 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 4 PLAN REVIEW _ONE and.TWO.FAK4LY—OCCURANC-1--REQUIREMENTS�:- 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. Ili: Stairway Re uirements MOK QWK A. Stairway Details NAkOKT I .- 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 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 \L.- ElectricaMervice 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 ,t �r PLAN REVIEW r.,.�.. ONE,.and:.TW'O,FAMFL1F»OCGUPA14GY-REQUIREMEt4TS �'- CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX VI. Plumbing Re uirements A. Pressure- reducing valve required when water pressure exceeds 80 psi B- 'Plumbin -access to bathtubs C. Means for thermal expansion provided when required .Water heaters. elevated- 18".when, installed in. the -garage- or-room.-directl- off garage -- - - - - VII. Mechanical Requirements NAI 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 NAXC 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." ..'J/ �L_ PLANS EXAMINER 3 - .Itf--o7 DATE �r REScheck Software Version 4.0.1 Compliance Certificate Project Title: 1690 Plan Report Date: 03/16/07 Data filename: \\STYLECRAFTI\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 v-1 1. rruw r1C1111C, 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 buildin been designed to meet the 2003 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory require nts liste in the RESch nspection Checklist. S _44E6, -A FtZ W(;r7 Name - Title Signature Date Project Notes: All U-Factors and SHGC are at entered at higher than actual amounts. Actual amounts are lower, but are entered higher to account for differences in ratings per material. 1690 Plan Page 2 of 2