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HomeMy WebLinkAboutRES2007-01259, 07-1260�I,, Y 41t' l ��- w- r- _ - ,.- � _ - -----�--- ' 4 s� r PREPARED 8/09/07, 13:16:26 INSPECTION TICKET PAGE 1 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 8/09/07 ------------------------------------------------------------------------------------------------ ADDRESS . : 4102 SOUTHERN WAY DR SUBDIV: SOUTHERN TRACE PH 2 CONTRACTOR STYLECRAFT BUILDERS PHONE (979) 690-1222 OWNER . . PHONE PARCEL . . 579530-0205-0010 APPL NUMBER: 07-00001259 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 1:31:15 PM kwolfe. Strings On Setbacks O.K. Slab Ground Installed B115 01 6/28/07 RH BLDG, FRAMING TIME: 13:00 6/28/07 DP June 28, 2007 11:37:37 AM kwolfe. 06/28/2007 03:59 PM RH PDA Not ready. B115.02 7/02/07 RH BLDG, FRAMING TIME: 17:00 7/02/07 AE June 29, 2007 4:55:59 PM glsouth. 07/02/2007 09:30 AM RH PDA Need temp glass at stairs by building final. B130 01 7/05/07 OC BLDG, INSULATION TIME: 17:00 7/05/07 AP July 5, 2007 9:08:17 AM glsouth. B132 01 7/09/07 RH BLDG, SHEETROCK FASTENER TIME: 17:00 07 AP July 9, 2007 10:57:23 AM acarter. B125 02 8/09/0 BI BLDG, FINAL TIME: 17:00 August 9, 2007 1:14:47 PM glsouth. B125 01 8/09/07 R BLDG, FINAL TIME: 17:00 8/09/07 August 8, 2007 3:27:18 PM kwolfe. -------------------------------------- COMMENTS AND NOTES -------------------------------------- L..(8/10/2007) Gina Southerland - Re: Calling for CO @'4102 Southern -Way Dr Page 1 J From: Terry Boriskie To: Amber Carter; banderson@stylecraft-builders.com; Benjamin McCarty; Ch... Date: 8/10/2007 9:20 AM Subject: Re: Calling for CO @ 4102 Southern Way Dr Stylecraft Builders has been notified. Terry Boriskie City of College Station Residential Plans Examiner 979-764-3744 >>> Paul Schoenfeld 8/10/2007 8:40 am >>> Water ok. Sewer buried flagged. Paul >>> Kim Wolfe 8/9/2007 8:16 AM >>> any issues? BP # 07-1259 Thanks Kimberly Wolfe, CPS/CAP City of College Station Planning & Development Services (979)764-3570 www.csbc.aov d' 'elleen merrnt,lnc:e 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 Property Condition Inspections Texas Accessibility Standards (ADA) Compliance Reviews & Inspections Certified Code Compliance Inspectors & Plan Reviewers Construction Consulting OF i *� i i....:..............:............ MICFIA I W MATUSTI /I/�0%A•. i549R�o.\ TIE$ 11. S/n.At 2S/o% LO Crn,�l co FRAMING CERTIFICATION - Builder: Stylecraft Homes Attn: Eddy To whom it may concern: June 19, 2007 Revised June 22, 2007 ATS�Engineers has issued a variety of windbrace plans for Stylecraft Homes in College Station, Texas. It has- recently been brought to our attention that the interior wall. connections to the exterior walls in a few homes currently in the framing stage, were not constructed according to, the notes included in our plans. Specifically -the -`luring' 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 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 nti splitting occurs. If all 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 orprospective, in this property or anyone involved with this property. T warrant that ATS has looked at the structural components of this property in a diligent manner and tias made recommendations based Oil 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 acid architecture. Page l of 3 1 r---------------------------------� 1 I I I + I FBI a 2ND WINDBRACING=PP,AN SCALE:119'=1'-0" ' Plan # 1690 a o ST WINDBRACING PLAN SCALE iff'=V-0' All interior walls intersecting exterior walls and marked,, e *, " must be braced in the manner Drev_..igm,-4x.described. %ar.03 MICHAELH MATUSTIK• 75494 P .............. •....:: /STEP:• S I•• � Page 2 of 3 oNA ���q�q &�Zs��1 1 STWTNDBRACING PLAN E. 4f �ND WINDBRACING PLAN Plan # 1714 SCALE:718"=1'-0' All interior walls intersecting exterior walls and marked " /" must be braced in the manner previously described. t F.;i' k . RYA\ r r •�� y MICHAEL H. MATUSTIK .... tr�..'...75494... •.� Page 3 of 3`° s1h I r I I I I I I I I I I I 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. • Feld 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 I 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) 10 45° to 90- 6-10dx11/2 6-10dx11/2 440 380 RBC Q2 0" to 30" 6-10dx11/2 6-10dx1'/2 485 420 160 30 0° to 45" 3-1/; x2l/; Titen' 6-10dx11h 350 350 1. Allowable loads are for one anchor attached to blocking minimum 11h' thick. 2.RBC can be installed with up to'/; 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/a13/4 Titens. 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 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.; °n all other A angles-12 ga. Q 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 f Model Dimensions Fasteners Allowable Loads',OF/SP Refe w, w2 L Base Post �`(4" � �# � 00i, Bolts Nails Bolts Nails :,F� ;'r £Ft ;pp: A21 2 11/2 1 % — 2-10dx11/2 — 2-10dxl Y2 180 175 245 175 4, 28, 37, 87,104,121 A23 2 1'/2 2214 — 4-10dx11/2 — 4-10dx11/2 485 485 585 565 4, 37, 87,104,121 A33 3 3 11A — 4-10d — 4-10d :$ 1,4 170 A44 49/ie 4% i 1h — 4-10d — 4-1 Od 625i %2fi(i 750 ' 295 A66 57/e 57/s 11iz 2-% — 2-a/e — — — — — A88 8 8 2 3-% — 3-% — — A24 37/e 2 21h 1-1/2 — 1-1/2 210d — A311 11 3% 2 1-'/2 — 1-1/2 4- n,, 170 See footnotes on page 171. r Rattedrruss (TYP) Blocking (TYp) Typical RBC Installation Over 1" Foamboards " • P gap U 2❑ Typical RBC Installation _i 3/: —T yap l Typical RBC Installation to CMU Block A" Installation A21 33 (A33 similar) Instali�bn Moisture barrier W, not shown A311 Installation A24 Installation SIMPSON Strong -Tie The larger LTP5 spans subfloor at the top of the blocking 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 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 great variety of connections. MATERIAL: LTP4/LTP5-20 gauge; all others-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. • A34—Use 8-8dx1'/2 nails. • A35—Use 12-8dx11/z' nails. • A35—Use 9-8dxl'I' nails for connection types Al, E, C1. • A35—Bend one time only. • LTP4—Use 12-8dx11/z' nails. • LTP5—Use 12-8dx11/z' nails; G Max use 14-8dx1 Ys' nails. CODES: See page 12 for Code Listing Key Chart. Available with additional corrosion protection. Check with factory. A34 3. 4y4' LTP4 Model No. Type of Connec- lion Direction of Load DF/SP Allowable Loads SPF/HF . . Allowable Loads Code Ref. Floor (100) :Roof (125) (133/110) Floor (100) Roof (125) (133/160) A34 1� F1 345 365 365 295 315 315 Fx 280 280 280 240 240 240 A1,E 260 320 335 225 275 290 C1 170 170 170 145 145 145 AZ 260 320 345 225 275 290 3,39, 88,121, A35 33 CZ 260 915 315 225 270 270 140 D 150 150 150 130 130 130 F1 450::450 450 450 450 450 FZ I 515: 645 685 450 555 600 A35F Deleted — see LTP4 and LTP5 G 515 645 670 445 555 595 LTP4 � J 515 645 770 445 555 595 6 30, H 515 5645 '. 670- 445 555 595 97,121 G 520 595 595 445 510 510 LTP5 6❑ G Max 610 630 630 525 540 540 J 520 555 555 445 475 475 160 H 520 555 555 445 475 475 1. Allowable loads are for one anchor. When anchors are installed on each side of the joist, the minimum joist thickness is 3'. 2. Roof loads are 125% of floor loads unless limited by other criteria. 3. Some illustrations show connections that could cause cross -grain tension or bending of the wood during loading if not reinforced sufficiently. In this case, mechanical reinforcement should be considered. 4. G and H direction only: LTP4 can be Installed over W plywood with 8dx1'/2' nails and achieve .72 of the listed load, or over 1/z' 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 21e) nails are used. 6. NAILS: 8dx1'/2 = 0.131" dia. x 111V long. See page 16-17 for other nail sizes and information. giLTP4 Installed over Plywood Sheathing 145 Joists to Plate with A Leg Inside Joists to Beams LTP5 Studs to Plate with B Leg Outside Ceiling Joists to Beam IF, tA1 :r FQ ] A34 [[fl A35 LTP4 attaching Top Plates to Rim Joist tA2 l64 © LTP5 Installed over Plywood Sheathing taunnney rrammg 169 SIMPSON Strong -Tie • Model No. Go Dimensions Fasteners' (Total) Allowable` D (125)ad Code Ref. yy I H B TF Z2 20 2%, 11/2 13'e 1:% 4-10dx1'/z 465 170 Z4 12 11/2 3'/2 21/a 13/4 2-16d 465 4, 37, Z6 12 1'/z 5% 2 13A 2-16d 485 87,121 Z28 28 2%o 1'A 1% 1% 10dx11/2' — 170 Z38 28 244e 2'/z I % 1 % 10dx1 W — Z44 12 2'/z 3'/s 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 31N' long,10dx1'/z = 0.148" dia. x 1'k" 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. Available with additional corrosion protection Check with factory. Model No. L Fasteners Doug Alloweble Fir Ltrclr%So Pure J oads?a Spruce -Pine -Fir Allowable Loads' Code Ref. FJoor Snob ilogfr `(1 5��r -33j 10#, Floor (100) -Snow (115) Roof (125) 133/ 160 GA1 2:'4 4-10d 185 185 185 185 160 160 160 160 •: 33,122 GA2 31/4 6-1Od 335 385 415 490 290 335 335 335 L30 3 4-10d 220 24 190 205 205 205 L50 5 6-10d 335..: 365_ . 410;;, :445,, 290 335 360 385 3, 28 39, 88, L70 7 8-10d ;445 51b; 5$5' 565. 380 435 475 485 104,121 L90 9 10-10d : 55 64ti :` 695 ' '::74(1 ` 480 550 600 640 3, 39, 88,121 LS30 3% 6-10d 335 385 420 420 290 335 335 335 LS50 47/6 8-10d 450 520 560 600 390 450 485 520 7 90 121,140 LS70 6'Y61 10-10d 560 645 675 675 485 560 580 580 LS90 7T/e I 12-10d 670 770 1 840 1890 580 670 730 770 1. Use a minimum lumber thickness of 1W W. For 1IN 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 Nail the L 415 Ibs (125), respectively. angle's wider // 4. Roof loads are 125% of floor loads unless limited leg Into the by other criteria. (� Joist to ensure 5. NAILS:16d = 0.162" dia. x 31/s" long, table loads 10d = 0.148" dia. x r long, and allow 10dx1'/e = 0.148" dia. x 1 W long. correct nailing. See page 16-17 for other nail sizes and Information. LS Typical Z2 Installation GAll ADJUSTABLE FPOM 0' T0135• / BEND ONE TIME \✓ ONLY, SHIPPED AT 45' LS Top View Typical LS70 Installation Typical L50 Installation Typical GA Installation 171 Date: 8/8/2007 Inspection Comments for Finals Permit Year: 7 Permit Number: 1259 Address: 4102 SOUTHERN WAY DR Insp. Inspection Type Code p. status Inspection Result Comments Description B100 BLDG, FOUNDATION -SLAB IC Strings On Setbacks O.K. B100 BLDG, FOUNDATION -SLAB IC Slab Ground Installed B115 BLDG, FRAMING IC 06/28/2007 03:59 PM RH PDA B115 BLDG, FRAMING IC Not ready. B115 BLDG, FRAMING IC 07/02/2007 09:30 AM RH PDA B115 BLDG, FRAMING IC Need temp glass at stairs by building final. P100 PLBG, ROUGH IN IC April 27, 2007 3:50:34 PM kwolfe. Page 1 WF0893284 / 001 City of C'011ege Station PAGE 1 REQ. DATE: 04/27/07 04/27/07 13:36:02 LOCATION: 4102 SOUTHERN WAY DR LOC ID: 208480 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 City of College Station n-01__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 Issue Date . Parcel Number . . Property Address Subdivision Name Legal Description Property Zoning . Owner . . . . . . Contractor . . . P E R M A N E N T 8/14/07 . . . 579530-0205-0010 . . . 4102 SOUTHERN WAY DR COLLEGE STATION TX 77845 . . . SOUTHERN TRACE PH 2 . . . SOUTHERN TRACE SUB PH 2 BLK 5 LOT 2 . . . SINGLE FAMILY RESIDENTIAL Application number Description of Work Construction type . . . Occupancy type Flood Zone . . . . . . Approved . . . . . . . STYLECRAFT BUILDERS 979 690-1222 07-00001259 000 000 RESIDENTIAL, 1 UNIT DETACHED NEW COMBUSTIBLE (UNPROTECTED) RESIDENTIAL-SFR/DUPLEX BuilcTing Official VOID UNLESS SIGNED BY BUILDING OFFICIAL AREA AREA FINISHING NOTES 1 Notes M�o� P cn czt, - 00 N r- VI) c� c� �4 0000-00 cn�' More Home, Less Money Q Cq cl ©© PORCH r------------------------ i ¢Ix p P. a 9-o STORAGE 4a x 4-r j O p QQ a[ipW DINING WI RAT p IR e N ¢ Opp a 10'-1' x 8'-9' _ BEDROOM 4 LOCATION SUBDIV. ST • 8'0 ,76 x ,7-0 PHASE 02 BLOCK 05 LIVING IIa$w 14'89-015'A' I " I BEDROOAk3 KITCHEN Fo y--0. I 17 T x 12' W 10-0 O B 4 N1OIE fI Wv i� �� BATH2 O x-0' LOFT _ _ O 0 FOYER 8'� V41.81 '-11' x 9'-0' O N g ` O 13'-11' p BEDROOM y-0 17L• BEDROOM WP 176'x 17-0• U F--11 a PORCH I �� Z 14 -0' T 9' BUILDING FOOTPRINT 9-0 I I I L------------� [j] ^ 0 ■ ■ vF I COMMENTS a o U � o ro) V/ N� ^ 0 1 ST PLAN PREVIEW zND PLAN PREVIEW , SCALE:3/32"=1'-0" SCALE:3/32'=1'-0" o � a NOTICE f r ^w^ h+l 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 El 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, ® ® Q SPECIFIED PROJECT. NONE OF SUCH IDEAS, k DESIGNS, ARRANGEMENTS OR PLANS SHALL BE Z USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER ® Q p U WITHOUT THE WRITTEN PERMISSION OF THE DESIGNERS. tiry Sao W °� 00 00 >g 00 R= SHEET: CFRONT ELEVATION G-1 SCALE:3/32"=1'-0" COVER SHEET SHEET INDEX COVER SHEET G-1 GENERAL NOTES G-2 SITE PLAN C-1 FOUNDATION PLAN S-1 DIMENSION PLAN S-2 DETAILS S-3 BRACING PLAN S-4 FRAMING PLAN S-5 ROOF FRAMING PLAN S-6 DECKING LAYOUT S-7 ELEVATIONS S-8 FRAMING DETAILS S-9 ELECTRICAL PLAN E-1 FLOOR PLAN A-1 FLOORING PLAN A-2 CABINET LAYOUT A-3 PLAN APPROVAL APPROVED INITIALS DATE ADMINISTRATOR / SUPERINTENDENT / CUSTOMER / I T � OI ITt :l1 I \. Z I ` e, I `. 27'-0% p \ \ N ap ch o CA ac �2o .33 r L—--- --_-- ' 5' SIDE SETBACK dbdr"Cn� - - - - - xr000 a C)4c-- Un o N� z� x �c d V DESCRIPTION DATE SPEC: 4100 SOUTHERN WAY :ST07001 tz ti rx�� r' Q 1ST FLOOR AC 2ND FLOOR AC 883 SF 826 SF Cn C," CREATED n `x b m PLAN# 5-1711-C x m > a COVAC E ED PORCH 151 SF PRE-C\ CORRECOTED �-'TOTAL Z STORAGE 89 SF a a � FINAL �7 o�TYLECRAFT BUILDERS, INC. 00 / FRAMED 194 SSF TOTAL SLAB1123�SF ST. COLLEGE (9©Z O O O y Rl �e�.7-12�sR— O—E BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00001259 Date 4/26/07 Application pin number . . . 918531 Property Address . . . . . . 4102 SOUTHERN WAY DR Property ID: 579530-0205-0010 R #. Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . SOUTHERN TRACE PH 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . SINGLE FAMILY RESIDENTIAL Application valuation . . . . 101574 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT 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 497560 Permit Fee . . . . 466.00 Plan Check Fee .00 Issue Date . . . . 4/26/07 Valuation . . . . 101574 Expiration Date . . 10/23/07 Qty Unit Charge Per Extension BASE FEE 460.00 2.00 3.0000 THOU BLDG, VAL 100001-500000 6.00 ---------------------------------------------------------------------------- Special Notes and Comments NATURAL BUFFER MUST BE MAINTAINED BETWEEN THIS LOT AND SURROUNDING DEVELOPMENTS PER U.D.O. -------------------------------------------------- BUILDING DEPT REPTATIVE: i7 ------------ 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 . . . . . 07-00001259 Date 4/26/07 Application pin number . . . 918531 ---------------------------------------------------------------------------- Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING 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 MINIMUM FOUNDATION STANDARD - ALL FOUNDATION SHALL COMPLY WITH THE MINIMUM FOUNDATION STANDARD AS PER CITY'S ORDINANCE (FOUNDATION DETAIL SHALL BE SHOWN ON PLANS) MAKE SURE TO INCLUDE REBAR SLAB GROUND 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 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 -----------------------------------------------`v.J -- ---•--------------- BUILDING DEPT REPRE NTA IVY.; 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 . . . . . 07-00001259 Date 4/26/07 Application pin number . . . 918531 ---------------------------------------------------------------------------- Special Notes and Comments R602.10 IN 2003 IRC If PEX water supply piping is sleeved below the slab, seal annular space at ends with caulk, foam or other means. Also assure proper protection of pipe to U.V. light. 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 insulation can be used if the a/c system has a SEER rating of 12 or more. PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR DUCTS, CEILING FANS AND RETURN AIR PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. FORM SURVEY MAY BE SUBMITTED IN PLACE OF STRINGS. SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120 DEGREES THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED FENESTRATION PRODUCTS SHALL NOT EXCEED .4 ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY SMOKE DETECTORS SHALL BE INTERCONNECTED, 120 VOLT W/BATTERY BACKUP AND LOCATED IN EACH SLEEPING ROOM AND OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM VEGETATION AND FOREIGN MATERIAL. STAIRS SHALL COMPLY WITH SECTION R-311 (2003 IRC) WITH A CONTINUOUS HANDRAIL OR SECTION4A ---------- --------------------------------------------- ----- - -- BUILDING DEPT REPRESEN IV 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 . . . . . 07-00001259 Date 4/26/07 Application pin number . . . 918531 ---------------------------------------------------------------------------- Special Notes and Comments 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 ----------------- 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 - 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 . . . . . 07-00001260 Date 4/26/07 Application pin number . . . 019340 Property Address . . . . . . 4102 SOUTHERN WAY DR Property ID: 579530-0205-0010 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 . 497578 Permit Fee . . . . 20.00 Issue Date . . . . 4/26/07 Valuation . . . . 0 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 20.00 20.00 .00 .00 Grand Total 20.00 20.00 .00 .00 --------------------------------------------------`- -- - �y--------- BUILDING DEPT REPRES,F.P3i'T'IVE : 6.-- APPLICANT: APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE (*t/45" COLLEGE STATION, TX 77840 CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning& Development Services WWW CSTX.GOV ADDRESS/LOCATION: For 0 ce Use Only DATE: R C REG APPLICATION # TEMP POLE # LOT /BLOCK 5 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 OX HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: N/A TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ N/A VALUATION: $ r 101,574•Less-Slab. TOTAL AREA: 1949 HEATED AREA: 1710 (Cost of Labor and Materials) PUBLIC SEWER SEPTIC/TREATMENT SYSTEM p SEWER TAP: 4" SIZE R WATER TAP: 3/a" SIZE OTHER TAP: SIZE TEMP POLE GARAGE TYPE: SINGLE ATTACHED I / I DET 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: BLE SIGNATURE OF APPLICANT: \ /I,,` / *If proposed work involves new commercial c5nstrudtiee commercial property, building elevations are required. Official Plans Examiner Z-rk S Lot fAI/sf- a s a.� s Composition TRIPLE 1-1 :SORT E f Zring Official �n9 �tiacon9 ba For Stylecraft novations to an existing C ments: �r NO Energy Code Compliance Information % Glazing of exterior walls Insulation R value of exterior walls Insulation R value of ceiling I (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 12% R13� R30 R19 .40/ .65 l R6 PLAN REVIEW --- -----NE-arid--TV\t--FAMIL-Y-OCCUPANCY-REQUIREMENTS. -R- :.. CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# DATE: 3 BUILDING ADDRESS: i Oa sovKttt.iJ ta 1.- Foundation Requirements- Minimum C ity Foundation Standards - - =IYA/ 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 bK 11. Framing: Floor, Wall, Ceiling and Roof Requirements A. Girder or sill dimensions, grade & species B. Floor joist size, spacing, grade & direction of span indicted on plans C. Treated sill plate or bottom plate D. Tenant separation in duplex &400K 1. One -hour rated extending to roof deck OK 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 Ian or elevation shown K.` Ceilin '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 R- - - ONE acid TWO-FAMILY'-OCCUPANCY-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. III. Stairwa Re uirements s OK K A. Stairway Details N 1. _ Maximum riser he ig ht 7-3/4 inches_a._::: .::.... .:.....:__.__._ 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 K 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: N 1. Electrical fixtures & switches indicated 2. Smoke detector locations indicated as required 3. GFI circuits indicated where required 4. Arc fault protection for bedroom circuits 5. Panel location PLAN REVIEW �....__ . ONE -and TWO�FAMILY-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 ara a or room'directly off garage VII. Mechanical Requirements N A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to outside excludes ductless units B. Attic installed H.V.A.C. requirements: 1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment must be provided 2. Attic access located within 20 feet of equipment C. Combustion air supplied for gas appliances when required) Vill. 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 NA/ 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 3-2y-o7 DATE REScheck Software Version 4.0.1 Compliance Certificate Project Title: 1690 Plan Report Date: 03/16/07 Data filename:\\STYLECRAFT1\Share\ACAD\RESCheck\1690.00-Master.rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: College Station, TX 77845 Stylecraft Builders, Inc. Stylecraft Builders, Inc. 4090 SH 6 South 4090 SH 6 South College Station, TX 77845 College Station, TX 77845 979-690-1222 x120 979-690-1222 x120 ewivagg@stylecraft-builders.com ewivagg@stylecraft-builders.com . . .Will.. Maximum SHGC: 0.40 Your SHGC: 0.40 vvan 1: vv000 name, 16" 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 t Of w i SHGC: 0.40 Window 15: Metal Frame:Double Pane with Low-E: 3 0.670 2 SHGC: 0.40 Window 16: Metal Frame:Double Pane with Low-E: 4 0.670 3 SHGC: 0.40 Window 17: Metal Frame:Double Pane with Low-E: 13 0.670 9 SHGC: 0.40 Window 18: Metal Frame:Double Pane with Low-E: 3 0.670 2 SHGC: 0.40 Window 19: Metal Frame:Double Pane with Low-E: 4 0.670 3 SHGC: 0.40 Window 20: Metal Frame:Double Pane with Low-E: 4 0.670 3 SHGC: 0.40 Window 21: Metal Frame:Double Pane with Low-E: 4 0.670 3 SHGC: 0.40 Window 22: Metal Frame:Double Pane with Low-E: 6 0.670 4 SHGC: 0.40 Window 23 Twin: Metal Frame:Double Pane with Low-E: 13 0.670 9 SHGC: 0.40 Window 23 Twin: Metal Frame:Double Pane with Low-E: 13 0.670 9 SHGC: 0.40 Ceiling 1: Flat Ceiling or Scissor Truss: 25 19.0 0.0 1 Ceiling 2: Flat Ceiling or Scissor Truss: 867 19.0 0.0 44 Floor 1: Slab -On -Grade: Unheated: 869 0.0 905 Insulation depth: 0.0' Floor 2: All -Wood Joist/Truss:Over Unconditioned Space: 24 13.0 0.0 2 Furnace 1: Forced Hot Air: 80 AFUE Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requireme is a in the RESchec nspection Checklist. 57L-&f &)ZAT=r e o7 Name - Title Signature Dat Project Notes: All U-Factors and SHGC are at entered at higher than actual amounts. Actual amounts are lower, but are entered higher to account for differences in ratings per material. 1690 Plan Page 2 of 2