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HomeMy WebLinkAboutRES2007-01300, 07-130107,4360 cri— 1301 C4&tf) PREPARED 8/08/07, 7:31:47 INSPECTION TICKET PAGE 17 City of ------------------------------------------------------------------------------------------------ College Station INSPECTOR: BUILDING INSPECTOR DATE 8/07/07 ADDRESS . : 4137 MCFARLAND DR SUBDIV: SOUTHERN TRACE PH 2 CONTRACTOR STYLECRAFT BUILDERS PHONE (979) 690-1222 OWNER . . PHONE PARCEL . . 579530-0208-0070 APPL NUMBER: 07-00001300 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 5/04/07 RH BLDG, FOUNDATION -SLAB TIME: 17:00 5/04/07 AP May 4, 2007 11:10:44 AM ncochran. 05/04/2007 04:13 PM RH PDA Strings up, slab ground installed. B115 02 6/28/07 RH BLDG, FRAMING TIME: 17:00 6/28/07 AP June 28, 2007 1:40:27 PM glsouth. B115 01 6/28/07 RH BLDG, FRAMING TIME: 17:00 6/28/07 DP June 27, 2007 10:53:12 AM kwolfe. 06/28/2007 11:18 AM RH PDA Nail edges of OSB 4 ''o.c. in storage room. Block joist above wall at storage room. Add anchor at storage room door. Need to hilti nail all 1st floor interior walls. Bottom step on stairs exceeds 7 3/4 " . Not all of the 2nd floor walls are nailed 1211 o.c. with 16d nails. Draft stop all chases. Need joist hangers. B130 01 6/28/07 RH BLDG, INSULATION TIME: 17:00 6/28/07 CA June 28, 2007 11:02:51 AM glsouth. B130 02 6/29/07 RH BLDG, INSULATION TIME: 17:00 6/29/07 AP June 29, 2007 9:39:07 AM acarter. B132 01 7/02/07 RH BLDG, SHEETROCK FASTENER TIME: 17:00 7/02/07 AE July 2, 2007 8:11:43 AM glsouth. 07/02/2007 10:17 AM RH PDA Add nails at places less than 711 on bottom and top plates. B125 01 8 7/07 BLDG, FINAL TIME: 17:00 fflblol August 7, 2007 1:52:35 PM glsouth. -------------------------------------- COMMENTS AND NOTES --------------------- ------------ o` 1 V --� Inspection Comments for Finals Permit Year: 7 Permit Number: 1300 Address: 4137 MCFARLAND DR Type Inspection Type Code Description st tus B100 BLDG, FOUNDATION -SLAB IC B100 BLDG, FOUNDATION -SLAB IC B115 BLDG, FRAMING IC B115 BLDG, FRAMING IC B115 BLDG, FRAMING IC 13115 BLDG, FRAMING IC B115 BLDG, FRAMING IC B115 BLDG, FRAMING IC B115 BLDG, FRAMING IC B132 BLDG, SHEETROCK FASTENER IC B132 BLDG, SHEETROCK FASTENER IC P100 PLBG, ROUGH IN IC Page 1 Date: 8/8/2007 Date: 8/8/2007 Inspection Comments for Finals Permit Year: 7 Permit Number: 1300 Address: 4137 MCFARLAND DR Inspection Result Comments 05/04/2007 04:13 PM RH PDA Strings up, slab ground installed. 06/28/2007 11:18 AM RH PDA Nail edges of OSB 4"o.c. in storage room. Block joist above wall at storage room. Add anchor at storage room door. Need to hilti nail all 1 st floor interior walls. Bottom step on stairs exceeds 7 3/4". Not all of the 2nd floor walls are nailed 12" o.c. with 16d nails. Draft stop all chases. Need joist hangers. 07/02/2007 10:17 AM RH PDA Add nails at places less than 7" on bottom and top plates. April 27, 2007 4:51:38 PM kwolfe. Page 1 b WF0893262 / 001 City of College Station PAGE 1 REQ. DATE: 04/27/07 r - 1 04/27/07 13:16:34 LOCATION: 4137 MCFARLAND DR LOC ID: 208536 REQUESTOR: STYLECRAFT BUILDERS, INC ORIGIN: CUSTOMER -WALK IN REQ USER: KWOLFE AUTH US8R: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 COMVM TI'S City of College Station 1101 TEXAS 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 P E R M A N E N T Issue Date . . . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . Owner . . . . . . . . . 8/14/07 579530-0208-0070 4137 MCFARLAND DR COLLEGE STATION TX 77845 SOUTHERN TRACE PH 2 SOUTHERN TRACE SUB PH 2 BLK 8 LOT 7 SINGLE FAMILY RESIDENTIAL Contractor . . . . . . STYLECRAFT BUILDERS 979 690-1222 Application number 07-00001300 000 000 Description of Work RESIDENTIAL, 1 UNIT DETACHED NEW Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . RESIDENTIAL-SFR/DUPLEX Flood Zone Approved . . . . . . . BuilcMng Official VOID UNLESS SIGNED BY BUILDING OFFICIAL (8/9/2007) Gina Southerland - Re. Calling for CO @ 4137 McFarland Dr y Page 1 From: Terry Boriskie To: Amber Carter; banderson@stylecraft-builders.com; Benjamin McCarty; Ch... Date: 8/9/2007 8:41 AM Subject: Re: Calling for CO @ 4137 McFarland Dr Style Craft Builders have been notified. Terry Boriskie City of College Station Residential Plans Examiner 979-764-3744 >>> Paul Schoenfeld 8/8/2007 4:05 pm >>> Water ok. Sewer buried. Paul >>> Kim Wolfe 8/8/2007 12:23 PM >>> any issues? BP # 07-1300 Thanks Kimberly Wolfe, CPS/CAP City of College Station Planning & Development Services (979)764-3570 www.cstx.aov i 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 1 — AREA JY111R [1 FMSHING NOTES SUMMARY 1 10pbonal Tile Package w w wwv,w v� 2 10ptional Appliance Package M o More Home, Less Money °°�x°°�M`� U Cl�CC © © ■PORCH � I I Q Q 9'-0' STORAGE ,4a O Q W a� 1r6g-0r-r I I OQ�(i]�w� ,awoWQa aLL LL DINING we IE sn1„3 E"QF-��E~f-(Y 10-1'z8'-9' -N OO� Q U v� R BEDROOM 4 LOCATION 12'T x 17T SUBDIV. ST I PHASE 02 LI9-0G i I BLOCK 08 ,4'-T Y 1s'A• I BEDROOM 3 KITCHEN i, 7-0' 1 O 12'6' Y 1Z-T - 1aa• Y 1aa• 4 � MOI E 1 ' c B e•-0• E-1 O FOYER 11 Y em V1 O O e z 13-11' U Q` rn BEDROOM 1 — BEDROOM 2 9'-0• wic 12'6' z 17-0• �I ea 176' x17d• I d I Cn PORCH I �i X BUILDING FOOTPRINT — _ _ — 269•gY"'AT L------------ U COMMENTS W M � u d' a W� 1 ST PLAN PREVIEW ND PLAN PREVIEW vs a SCALE:3/32'=1'-0' 2SCALE:3/32'=1'-0' f, NOTICE (� THIS SET OF DRAWINGS FOR A HOME IS THE O COPYRIGHTED PROPERTY OF STYLECRAFT BUILDERS, INC. THIS SINGLE COPY IS LICENSED AND NO RIGHT TO REPRODUCE, COPY OR DUPLICATE ALL O OR ANY PORTION OF THE LICENSED PLANS IS 0 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 c D WERE CREATED, EVOLVED AND DEVELOPED e FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, Ell 1B DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR Q WITHOUT THE TIONFOR PERMISSIONN OF TH EVER ® Q O lu °e DESIGNERS. ¢ UIx fL�L] a E EM 0 �s OD U � �€ �0 RE �g SHEET: CFRONT ELEVATION G-1 SCALE:3/32•=V-0• COVER SHEET PLAN APPROVAL APPROVED INITIALS DATE ADMINISTRATOR / SUPERINTENDENT / CUSTOMER / 31 c. SI E SETBACK _ I� 5' , —---II F� I � ,ilo;l0-n;OAOI T 1 _ my Q9 I O 4 ♦•I I • r Im CI coo CJ1V ;u . I m 1I D ------- ---- --- --- m I � I cn - ` ------ --=------ --- .15 SIDE SETBACK -------•--------- - ----��-- 5'SIDEPUE 00- IV> 0 ►-3 NOVOKOLSKY: 4137 MCFARLAND :ST07046 PLAN# S-1711-C STYLECRAFT BUILDERS, INC. ©2007 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 r~ 0 a z0 i 6 eReen marrllt,lne.� Cr Engineers Inspectors &Surveyors 4611.Bee. Cave Rd. • Suite 200 Austin.Texas 78746 512.326.6995 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 FRAMING CERTIFICATION guilder: Stylecraft Homes Attn: Eddy To whom it may concern: CaNN��f�o, 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 out 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. It is my opinion that these connections can be properly reinforced with the. addition of -angled brackets. Simpson A23, A35, or L70 angles may be installed at 16" O.C. on both sides of the interior walls, offset to ensure no splitting occurs. A total of (10) angles are needed at each wall intersection. The angles must be installed according to the manufacturer's instructions, using 10d nails in every hole. The walls critically in need of bracing for the 1690 and. 1714 plans are indicated on the following pages. Where necessary all (10) angles may be placed on one side of the wall connection if the coritractor 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. _ Construction Consulting 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 .....CIiAEL• H. MATUST1 p // 75494t J I certify that I have produced this certification as an independent registered professional engineer and have no /' ••�C/ �V� \ interest, present or -prospective, in this property or anyone involved with this property. T warrant that ATS has' E looked at the structural components of this property in a diligent manner and.Nas made recommendations based 'Ilj�ss/OMA`•rfi``— on my experience and opinion. Chpnges may occur during construction that could make null and void the contents of this deport. 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 plart.date acid architecture. Page 1 of 3 1 E r---------------------------------� I I I I y 1 I I I I 2ND WINDBRACINC=PLAN SCALE:V5'=f-0" ' Plan # 1690 ST WINDBRACING PLAN SCALE1/B"=1'•0" All interior walls intersecting exterior walls and marked" 000 *�' " must be braced in the manner Drev1wW4Ldescribed. %Iqvio ) . 0 y!',I H :MATUSTIK, q ......... 75494 • • • •� �, ��ss Gl • i�P ��`� �NAL••� Page 2 of 3 CD2s�01 7 1 1 ST WINDBRACING PLAN SCALE:I fB =r-0" I r I I I I 1 I 1 i I 1 I Plan 4 1714 2ND WINDBRACING PLAN SCALE118"=1'-0' All interior walls intersecting exterior walls and marked " to",I " must be braced in the manner previously described. N. 00 i,,MICHAEL. H. MATUSTIK. p 75494 .... ,p..... • Page 3 of 3��°ss •�!sT�P �,o` �QJYAI 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 Blacking 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/ 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) 1❑ 45° to 90° 6-10dx11/2 6-10dx1 1/2 440 380 RBC O2 0° to 30° 6-10dx11/2 6-10dx1'h 485 420 160 Q3 0° to 45° 3-1/4 x2�/: Titen' 6-10dx11/2 350 350 1. Allowable loads are for one anchor attached to blocking minimum 1 of thick. 2. RBC can be installed with up to Y4 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 3-1/4xt V: Titens. 5. RBC installed over 1' foamboard has a load of 395 lb. (133/160%) in a parallel to wall (FI) load direction for Douglas Fir. For SPF, the load is 340 lb. 6. NAILS:10dx1v2 = 0.148" dia. x 1'/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. Model No. Dimensions Wi Wz L Fasteners Base Post Allowable,loada'OF/SP (13iz ta' 160)';4,28,37;,87,104,121 ode ef. Bolts Nails Bolts Nails *,, A21 2 1 v2 1 % — 2-10dxl lh — 2-10dx1 v2 180 175 245 175 A23 2 11/2 2314 — 4-10dxi,/2 — 4-10dxl Y2 485 485 585 565 4, 37, 87,104,121 A33 3 3 1 1fe — 4 10d — 4 10d 625 756=3Q` 170 A44 4g/ie 4% 11h — 4-10d — 4-10d 625 A66 57A 5"A 1 Y2 2-% — 2-% — — — — — A88 8 8 2 3-3A — 3-% — — — — A24 3r/e 2 21h 1-1/2 — 1-1/2 A311 11 3% 2 1-1/2 — 1 SIMPSON Strong -Tie Raner/rruss UP) Blocking (rYp) Typical RBC Installation Over 1" Foamboards up to 20 Typical RBC Installation 3/: gap Typical RBC Installation to CMU Block A44Installation 1 A21 2/o3 (A33 similar) \ Insta on S Moisture barrier W, notshown 170 See footnotes on page 171. A311 Installation A24 Installation SIMPSON Strong -Tie larger LTP5 spans subfloor at the top of the blocking 1rh6 ►1•y�/�8' •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 i f.--3' FINISH: Galvanized. Some products available in stainless a: steel or Z-MAX; see Corrosion -Resistance, page 6-7. INSTALLATION: • Use all specified fasteners. See General Notes. .t" • A34—Use 8-8dx11/i nails. • A35—Use 12-8dx11/2' nails. 4114' • A35—Use 9-8dx11/2* nails for connection types Al, E, C1.'o °h • A35—Bend one time only. {+ — • LTP4—Use 12-8dxl Y2 nails. • LTP5—Use 12-8dxl1/2' nails; G Max use 14-8dx11/2" 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- tion Direction of Load DF/SP Allowable Loads SPF/HF . . Allowable Loads Code Ref. Floor (100) Roof (125) (133/160) Floor (100) Root (125) (133/160) A34 1� F1 345 365 365 295 315 315 F2 280 280 280 240 240 240 El Ai, 260 .320' 335 225 275 290 C 1 170 170 7 170 145 145 145 A 260 320 345 225 275 290 39 39 88 3,, A35 3❑ C2 260 315 315 225 270 270 140 D 150 150 150 130 130 130 F1 450::450 1 450 450 450 450 F2 515: 645 .685 450 555 600 A35F Deleted — see LTP4 and LTP5 G 515 645 670 445 555 595 LTP4 5� J 515 645 670 445 555 595 6 30, H 515, ;645 ;"'670 445 555 595 97,121 G 520 595 595 445 510A75 LTP5 6❑ G Max 610 630 630 525 540160 J 520 555 555 445 475 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 3/a plywood with 8dx11h' 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 1h' thick with no reduction in load when 8d common (0.131" dia. x 21h") nails are used. 6. NAILS: 8dx11/2 = 0.131" dia. x 11h" long. See page 16-17 for other nail sizes and Information. r,mmney rraming r. A35 Joists to Plate with A Leg Inside Joists to Beams LTP4 attaching Top Plates to 0 LTP4 Installed over Rim Joist Plywood Sheathing © LTP5 Installed over Plywood Sheathing tA2 LTP5 Studs to Plate with B Leg Outside Ceiling Joists to Beam 169 Model No. Ga Dimensions Fasteners' (Total) Allowable` Download wnlod Code Ref. W I H B I TF Z2 20 24/io 11/2 1% 1% 4-10dx11/2 465 170 Z4 12 11/z 31/2 21/e 13/4 2-16d 465 4, 37, Z6 12 11/2 5% 2 13A 2-16d 485 87,121 Z28 28 24%e 11h 1% tie 10dx11/2' — 170 Z38 28 2%6 21/4 I% 1al'e 10dx11/2' — Z44 12 21/z 3'/z 2 1 �b 4-16d 865 14,37,1211 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,10dx11/4 = 0.148" dia. x 11W 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 00 to 135• angles. MATERIAL: L-16 gauge; GA and LS-18 gauge FINISH: Galvanized. Some products available in stainless steel or Z-MAX; see Corrosion -Resistance, page 6-7. INSTALLATION: • Use all specified fasteners; see General Notes. • • LS-field skewable; bend one time only. • Joist must be constrained against rotation (for example, with solid blocking) when using a single LS per connection. CODES: See page 12 for Code Listing Key Chart. Available with additional corrosion protection Check with factory. Model No. L Fasteners Doug Allowable).oads'�aa F1por, (t00) Fir La'ichlSo Pina 8ne; �fodt a331> (115)'(1�'5)`r j1¢01 Spruce -Pine -Fir Allowable Loads' Floor Snow Roof 133/ (100) (115) (125) 160 Code Ref. GA1 23/4 4-10d 185 185 185 185 160 160 160 160 -= 33,122 GA2 31/4 6-10d 335 385 415 490 290 335 335 335 L30 3 4-1 Od 220 240 , r 240 ;240; 190 205 205 205 L50 5 6-10d 335 3$5t, 420 ;;$-S, 290 335 360 385 3,28,39, 88, L70 7 8-10d 445 51b; 5�55 380 435 475 485104,121 L90 9 10-10d 555 ^ 64� ` 695 480 550 600 640 3,39,88,121 LS30 3% 6-1Od 335 385 420290 335 335 335 8-10d 450 520 560390 450 485 520 7 90 121,140 10-10d 560 645 675 485 560 580 580 LS90 Th 12-10d 670 1 770 840 1 890 580 1 670 730 770 1. Use a minimum lumber thickness of 13/:. For 111V lumber, use 0.81 of table load, except GA1 in F1 direction, use 185 lbs. 2. L angles -loads are for condition F1 or F2; LS angles -loads are for condition F1 only. 3. GAi and GA2 angles table loads are F1- loads for F2 are 220 and 335 Ibs (100) and 280 and 415 Ibs (125), respectively. (� 4. Roof loads are 125% of floor loads unless limited by other criteria. 5. NAILS:16d = 0.162" dia. x 3W long, 10d - 0.148" dia. x 3" long, 10dx11/2 - 0.148" dia. x 1W long. See page 16-17 for other nail sizes and Information. Nail the L angle's wider leg Into the Joist to ensure table loads and allow correct nailing. LS SIMPSON Strong -Tie mot Typical Z2 Installation GA1 ADJUSTABLE FROM 1' T0135' BEND ONE TIME ONLY. SHIPPED AT 45' LS Top View Typical LS70 Installation 01 y Ro at 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 . . . . 07-00001300 839500 4137 MCFARLAND DR 579530-0208-0070 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 498378 Permit Fee . . . . 466.00 Plan Check Fee .00 Issue Date . . . . 4/27/07 Valuation . . . . 101574 Expiration Date . . 10/24/07 Qty Unit Charge Per Extension BASE FEE 460.00 2.00 3.0000 THOU BLDG, VAL 100001-500000 6.00 ---------------------------------------------------------------------------- Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) ------------------------------- • BUILDING DEPT REPRESENTAA?TV 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 . . . . . 07-00001300 Date 4/27/07 Application pin number . . . 839500 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 3011) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2003 INTERNATIONAL RESIDENTIAL CODE Surface Drainage Shall Be Diverted to an Approved Point of Collection. Lots Shall Have a Grade Fall Minimum of 6" inches Within the First 10' feet Away From the Foundation Walls. ELECTRICAL SHALL BE INSTALLED PER 2002 National Electrical Code & LOCAL AMENDMENTS ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET ALL FRAMING SHALL COMPLY WITH 2O03 INTERNATIONAL RESIDENTIAL CODE Assure Proper GFI Locations, Including One Within 25' Of Outside A/C Unit PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION IF LAWN SPRINKLER IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN, STRAPPING BETWEEN STORIES, OR HOLD DOWNS ARE REQUIRED THESE ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS BEEN DONE TO ALLOW FOR COVER-UP MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET NARROW WALL BRACING REQUIREMENTS PER IRC CODE SECTION R602.10 IN 2003 IRC ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE For residential applications with a glazing area that exceeds 150 of the gross area of exterior walls, R-8 duct insulation is required. As an alternative, R-6 duct BUILDING DEPT REPRESEN VE: APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS,AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001300 Application pin number . . . 839500 Page 3 Date 4/27/07 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 --------------------------------------------- ----- --- --w��y---------- BUILDING DEPT REPRESENTATIVE: APPLICANT: r )"� 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 07-00001300 Date 4/27/07 839500 -------------------- 466.00 ---------- .00 .00 .00 .00 .00 750.00 .00 .00 1216.00 .00 .00 ------------------------------------------- ------ --- --=- -.----------- BUILDING DEPT REPRESS IVE: _ APPLICANT: �� TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS ,AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . Application pin number . . . Property Address . . . . . . Property ID: R #• Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 07-00001301 940915 4137 MCFARLAND DR 579530-0208-0070 Date 4/27/07 TEMP POLE SOUTHERN TRACE PH 2 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 0 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . KW Permit pin number . 498386 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 REPRESEN;,D.T�E : APPLICANT: APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning& Development Services wWW CSTX.GOV For OfficeUseOnly DATE: . TRCC REG APPLICATION # TEMP POLE # ADDRESS/LOCATION: ` i ! McFAfzL-/. Nit k"> > LOT < 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 QX HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: N/A TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ r 101;574-1 ess-Slab1 TOTAL AREA: 1949 HEATED AREA: 1710 (Cost of Labor and'Materials)— Z PUBLIC SEWER SEPTIC/TREATMENT SYSTEM 19 SEWER TAP: 4" JIZE WATER TAP: 3/a" SIZE OTHER TAP: FTEMP POLE GARAGE TYPE: �l JILt SINGLE F-1 � ATTACHED I /1 SIGNATURE OF APPLICANT: NUMBER OF BEDROOMS: 4 NUMBER OF BATHROOMS: 4 INTERIOR WALL TYPE: Sheet Rock EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: D ETAC *If proposed work involves new commercial o6Xstr6ction commercial property, building elevations are required — Official 1— Sidin4 and/or Mason Slab on Grade Comoosition TRIPLE F7 PORT ` 112-107For St lecraft e im rovem is renovations to an existing J Plans Examiner Zoning Official CoI ents: ENO Energy Code Compliance Information % Glazing of exterior walls 12 % Insulation R value of exterior walls R13 Insulation R value of ceiling 1 (flat areas) R30 Insulation R value of ceiling 2 (vaulted areas/no attic) R19 Glazing SHGC .40 Glazing U-Factor .65 R value of ductwork R6 A/C SEER Rating 13 i/ COLLLGE STATION PLAN REVIEW ONE -and-TWO-f-AMfL-)FOECUPANeY REQUIREMENRTS- —.�._r._,... 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: J-- -- 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 Re uirements 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 OK 1. One -hour rated extendingto roof deck RNOK E. Header sizes indicated on plans q� F. Emergency bedroom egress 1. Exit direct to outside 2. Operable window a. Twenty 20 inch clear width by twenty-four 24 inch clear height b. Maximum sill height of forty-four 44 inches above finished floor G. Operable bathroom window required when mechanical ventilation is not provided H. Stud grade andspacing I. Exterior wall details 1. Sheathing indicated on plans for Wall Bracing 2. Moisture barrier indicated on plans 3. Exterior Wall Covering J. Roof framing Ian or elevation shown K. Ceiling joist 6iie,'kpadhid, Oradd 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 & 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 " 6 d Glass required in all hazardous locations PLAN REVIEW __.ONE and TWO.FAMIL1 'OCCUPANC-REQi1IREMENT�- �-.-_ ..__.....-__� a 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. - Stairway, Requirements MOK K A. Stairway Details N 1: Maximum riser hei ht 7.-3L4 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 R. 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 -sides) of stairway must have intermediate railing or uprights that prevent the passage of a four 4 inch sphere IV. Fireplace Requirements &fgOK 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: 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 NE- and-TWO-FAMILI�=OCGLIPANCY�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 ara -or-room-directl -off- ara e - - = 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@stylecrjjaft-builders.com ewivagg@stylecraft-builders.com Maximum SHGC: 0.40 Your SHGC: 0.40 vvan i. vvuuu rrame, .id_. 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 1 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 ed in the REScheck Inspection Checklist. sME49AE - -Sl/6/07 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