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HomeMy WebLinkAboutRES2007-01204, 07-1205r e.,-- V, C .5, R', 417 7 asselte M 113 100/Aoi(OP4 %"k PREPARED 8/13/07, 12:04:05 INSPECTION TICKET PAGE 8 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 8/13/07 ------------------------------------------------------------------------------------------------ ADDRESS . : 4106 MCLISTER DR SUBDIV: SOUTHERN TRACE PH 2 CONTRACTOR STYLECRAFT BUILDERS PHONE (979) 690-1222 OWNER . . PHONE PARCEL 579530-0208-0040 APPL NUMBER: 07-00001204 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 5/09/07 OC BLDG, FOUNDATION -SLAB TIME: 17:00 5/09/07 AP May 9, 2007 9:26:31 AM kwolfe. Strings On Setbacks O.K. Slab Ground Installed B115 01 7/02/07 RH BLDG, FRAMING TIME: 17:00 7/02/07 AE June 29, 2007 2:57:22 PM kwolfe. 07/02/2007 10:51 AM RH PDA Temp. glass needed at stairs by building final. B130 01 7/03/07 RH BLDG, INSULATION TIME: 17:00 AP July 3, 2007 10:34:08 AM kwolfe. B12 01 07 B BLDG, FINAL TIME: 17:00 August 13, 2007 8:29:36 AM glsouth. ------------------------------------- COMMENTS AND NOTES -------------------------------------- (8/14/2b07) Kim Wolfe Re: Calling for C.O. @ 4106 Mcl sterI Dr. Page 1 From: Terry Boriskie To: Amber Carter; banderson@stylecraft-builders.com; Benjamin McCarty; Ch... Date: 8/14/2007 9:12 AM Subject: Re: Calling for C.O. @ 4106 Mclister Dr. Stylecraft Builders has been notified. Terry Boriskie City of College Station Residential Plans Examiner 979-764-3744 >>> Mitchell Carson 8/13/2007 3:16 pm >>> raise water and sewer boxes Mitch >>> Gina Southerland 08/13/07 12:37 PM >>> BP# 07-1204 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: 1204 Address: 4106 MUSTER DR Insp. inspection Type code Description Status Inspection Result Comments B100 BLDG, FOUNDATION -SLAB IC Strings On Setbacks O.K. B100 BLDG, FOUNDATION -SLAB IC Slab Ground Installed. B115 BLDG, FRAMING IC 07/02/2007 10:51 AM RH PDA 13115 BLDG, FRAMING IC Temp. glass needed at stairs by building final. E150 ELEC, FINAL IC 08/13/2007 11:02 AM RH PDA E150 ELEC, FINAL IC Need proper height at meter by building final. M110 MECH, FINAL IC 08/09/2007 04:26 PM RH PDA M110 MECH, FINAL IC Need min. 30" platform in front of furnace. P100 PLBG, ROUGH IN IC April 27, 2007 4:10:52 PM kwolfe. P125 PLBG, FINAL IC 07/25/2007 11:30 AM JGM PDA P125 PLBG, FINAL IC all electric Page 1 WF0893302 / 001 City of College Station PAGE 1 REQ. DATE: 04/27/07 04/27/07 13:52:49 LOCATION: 4106 MCLISTER DR LOC ID: 208546 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 COMWNrS 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 . . . . . . . . . Contractor Application number Description of Work Construction type Occupancy type . Flood Zone . . . . Approved . . . . . . . 8/20/07 579530-0208-0040 4106 MCLISTER DR COLLEGE STATION TX 77845 SOUTHERN TRACE PH 2 SOUTHERN TRACE SUB PH 2 BLK 8 LOT 4 SINGLE FAMILY RESIDENTIAL STYLECRAFT BUILDERS 979 690-1222 07-00001204 000 000 RESIDENTIAL, 1 UNIT DETACHED NEW COMBUSTIBLE (UNPROTECTED) RESIDENTIAL-SFR/DUPLEX Bui Official VOID UNLESS SIGNED BY BUILDING OFFICIAL epo�n maMn tne1� _ / y / r lNCATS CO /V�fr�, Engineers FRAMING CERTIFICATION Inspectors &Surveyors Builder: Stylecraft Homes - Attn: Eddy June 19, 2007 4611 Bee Cave Rd. • suite zoo Revised June 22, 2007 Austln.Texas 78746 To whom it may concern: 512.328.6995 512.32es996_Fax ATSEngineers has issued a variety of windbrace plans for Stylecraft Homes in College Station, Texas. It has` recently been. brought to our ats@ats•enginsers.eom 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. Commercial and Residential Engineering Specifically the .`hearing' configuration that allowed significant loads to • Structural be transferred from the exterior walls to the interior walls was altered and • Civil • Mechanical replaced with small pieces of 2x4 blocking nailed between. exterior.studs. • Electrical • • Surveying Plumbing 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 Rehabilitation Designs splitting occurs. A total of (10) angles are needed at each wall intersection. The angles must be installed according to the manufacturer's Property Condition instructions; using I0d nails in every hole. Inspections The walls critically in need of bracing for the 1690 and.1714 plans are Texas Accessibility Standards (ADA) indicated on the following pages. Where necessary all (10) angles maybe ; Compliance Reviews placed on one side of the wall connection. if the contractor is able to ensure a Inspections that no splitting occurs. If additional studs are rieeded to give the angles a proper seat, they should be added: If additional studs may be added such r Certified Code that the original connection described in the windbrace plans is now Compliance Inspectors & Plan Reviewers 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.LT: ....:......:...'...............: Structural Department Manager MICHAEL H. MATUSTI p = ,................. ti %75494 J 1 certify that l have produced this certification as an independent registered professional engineer and have no �1rO�: `�,� ��C%•\ interest, present or prospective, in this property or anyone involved with thisproperty. T warrantAat ATS hasp looked at the structural components of this property in _ a diligent manner and has made recommendations based nce �tiits``ONAL��41 on my the contents of this ?eporta No other warranty, either expressed or mpl ednges may occur during its hereby made. Pleasn that could make e note thaand t this certification shall expire with any change in referenced code or any .changes from tie'referenced plarLdate ajhd architecture. Page 1 of 3 I 1 r---------------------------------� I I I I y I I I �p 7 2ND WINDBRACINGPLAN SCALE118'=1'-0' Plan # 1690 ST WINDBRACING PLAN SCALE Il8"=1'-O' All interior walls intersecting exterior walls and marked " °� " must be braced in the manner prev_ydescribed. *v .......... fuz-AEu • H:MATUSTIK. Ppq'••• •75494•••• �� �o�ccs STEP0 �� �� S��NAL••Ft, Page 2 of 3 ODq�p ��Zs�o1 t4f Plan # 1714 1 ST WINDBRACING PLAN SCALE: tlB^=1'-0" 2ND WINDBRACING PLAN SCALEdIB"=1'-0" All interior walls intersecting exterior walls and marked " /�� " must be braced in the manner previously described. "k. vo ........... MICHAEL. H. MATUSTIK . .... 75494 S Page 3 of 3�°s�; �.' ? G` �01�IA L J/ I 1 1 1 I I I I I I I I I I to a The BBC 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 BBC 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 0 IN Typical BBC Installation RBC Doug -Fir -Larch/ Spruce -Pine -Fir Model Type of Bending Fasteners So. Pine Allowable Code No. Connection Angle Allowable`Loads Loads Ref. To Plate To Blocking Lateral Lateral 133/160 133/160) 11 45" to 90" 6-10dx11/2 6-10dx1'/2 440 380 RBC 20 0° to 30° 6-10dx11/z 6-10dx11/2 485 420 160 Q3 0° to 45" 3-'/: x2'/: Titen4 6-10dx1'A 350 350 1. Allowable loads are for one anchor attached to blocking minimum 11/2' 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/+xl3/i 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'/s = 0.148" dia. x 11Y 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 W� yy2 L Fasteners Base Post Bolts - Nails Bolts Nails Allowable;loads'DF/SP (13jr (160);;, Ft `F� _: '. F= Code A21 2 11/z 13A — 2-10dx11h — 2-10dx1'/z 180 175 245 175 4, 28, 37, 87,104,121 A23 2 11/2 23/4 — 4-10dx1112 — 4-10dx11/2 485 485 585 565 4, 37, 87,104,121 A33 3 3 11fe — 4 10d — 4 10d fig A44 49/ie 4% 11/e — 4-10d — 4-10d 625 5'ib 5'h 1'h 2 3% — 2-% — — — — —170 8 8 2 3-% — 3-%3'/e EA66 2 21/r 1-1h — 1-1/z 2-10d 11 3% 2 1-1/z — 1-1/2 4-1Od — '• 170 See footnotes on page 171. A44 Installation (A33 similar) Ratterirruss (Typ) Blocking (TYD) Typical RBC Installation Over 1° Foamboards up to 2Q Typical RBC Installation 34 gap ,ll 0 Typical RBC Installation to CMU Block / � F1 ~ F2 wt aY. A21 A2 A21 23 Insta on / z U S N L g 0 0 S N U 0 M U A311 Installation A24 Installation SIMPSON Strong -Tie $0 0 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 8-8dx11/2' nails. • A35—Use 12-8dx1 1/2' nails. • A35—Use 9-8dxl1/2' nails for connection types Al, E, Ci. • A35—Bend one time only. • LTP4—Use 12-8dx11/z' nails. • LTP5—Use 12-8dx11/z' nails; G Max use 14-8dx11/2' nails. CODES: See page 12 for Code Listing Key Chart. Available with additional corrosion protection. Check with factory. A34 .b 3� 'a q �Y 7 4y4' 0 LTP4 Model No. Type of Connec- lion Direction of Load DF/SP Allowable Loads SPF/HF Allowable Loads Cade Ref. Floor (100) Roof (125) (133/160) Floor (100) Roof (125) (133/160) 134 1� F1 345 365 365 295 315 315 Fz 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 [ 3] Cz 260 315 315 225 270 270 140 D 150 150 150 130 130 130 F1 450 .450 450 450 450 450 Fz 515: 645 685 450 555 600 A35F Deleted — see LTP4 and LTP5 G 515 1 645 1 670 445 555 595 LTP4 a J 515 1 645 670 445 555 595 6,30, H 515.,645 77W677 445 555 595 97,121 G 520 595 595 445 510 5 LTP5 E G Max 610 630 630 525 540�4d75 J 520 555 555 445 475 160 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 s/e' plywood with 8dx11/z" 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 LT135 may be installed over sheathing up to 1/z" thick with no reduction in load when 8d common (0.131" dia. x 21YV) nails are used. 6. NAILS: Bdx11/z = 0.131" dia. x 11/z" long. See page 16-17 for other nail sizes and Information. ❑LTP4 Installed over 5 Plywood Sheathing A35 Joists to Plate with A Leg Inside Joists to Beams LTP4 attaching Top Plates to Rim Joist tA2 LTP5 Studs to Plate with B Leg Outside Ceiling Joists to Beam *1� 164 © LTP5 Installed over Plywood Sheathing 5V a y fZo ummney rrammg 169 .1 Strong Tie Model No. Ga Dimensions Fasteners' (Total) Allowable' Downlo (125) Code Rot. W H B TF Z2 20 25/,e 1'h 13A 1% 4-10dx11/z 465 170 Z4 12 11/2 31/2 216 13/4 2-16d 465 4, 37, Z6 12 11/2 5% 2 1% 2-16d 485 87,121 Z28 28 25/4 1'/h 1% 13A 10dx11/2' — Z38 28 24'ie 21/2 1 % 1 % 10dx11/2' — 170 Z44 12 21/1 31/x 2 13A 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 31W long,10dx1,/2 = 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 (tor example, with solid blocking) when using a single LS per connection. CODES: See page 12 for Code Listing Key Chart. Available with additional corrosion protection. Check with factory. a ; Model No. L Fasteners DouO Alleweble,.ltlad8''2?' Fir lariW`_' Plite ,: Spruce -Pine -Fir Allowable Loads' Code Ref. Flgo (100) 8nt)�r; (i15)'*(125� Rodf a331 ' 11¢0i Floor (100) Snow (115) Roof (125) 1331 160 GA1 23/4 4-10d 185 185 185 185 160 160 160 160 - GA2 3'/4 6-1Od 335 385 415 490 290 335 335 335 33,122 L30 3 4-10d 220 2d0-; 4040 = 190 205 205 205 L50 5 6-1Od 335 385;_ 420, 4445:; 290 335 360 385 31 28, 39, 88, L70 1 7 8-10d 445; 51,0: i 5 5 565 `: 380 435 475 485 104,121 L90 9 10 10d 55 :. 64U ' 6915.1.' 24d' 480 550 600 640 3, 39, 88,121 LS30 3% 6-10d 335 385 420 420 290 335 335 335 LS50 4J/e 1 8-10d 450 520 560 600 390 450 485 520 7 90 121 140 LS70 6% 10-1Od 560 645 675 675 485 560 580 580 LS90 I 7r/e 12-10d 670 770 840 890 1 580 670 730 770 1. Use a minimum lumber thickness of 134. For 11/T 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. GA1 and GA2 angles table loads are F1- loads for F2 are 220 and 335 Ibs (100) and 280 and Nail the L 415 Ibs (125), respectively. angle's wider 4. Roof loads are 125% of floor loads unless limited leg Into the by other criteria. joist to ensure 5. NAILS:16d = 0.162" dia. x 31e long, table loads 10d = 0.148" dia. x 3" long, and allow 10dxl%=0.148"dia. x OW long. correct nailing. See page 16-17 for other nail sizes and information. LS Typical Z2 Installation GA1 ADJUSTABLE FROM D• 10135' / BEND ONE TIME \f ONLY. SHIPPED AT 45• LS Top View -, Typical LS70 Installation 11 Typical L50 Installation Typical GA Installation 171 -4 B.U,1LDERS ZINC 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. BUILDING ENVELOPE FF 2r-2• . xa• 1 ST PLAN PREVIEW SCALE:3/32"=T-0' 2ND PLAN PREVIEW SCALE:3/32-=1'-0' FMSHING NOTES 7 Notes COMMENTS ILOCATIONI G-1 COVER SBEET CFRONT ELEVATION SCALE:3/32'=1'-0' IDE SETBACK ------ ---- ------------ --- �---- — ova --- -1 • Nov. � . � I i Endo � iN I 0 � oI' '951 I _`n to I in ~ .I • Oi ��.ca y O I f_ ti .Z I 671 o� cl)m Im G2 91�I. I mco co c �. I i ---- To. I. L=— ------= ----- SETBACK - ---= � xr000 L') n n N Oo APVID C� r CREATED THOMAS : 4106 MCLISTER : ST07043 � b r' 1ST FLOOR AC 783 SF cn PE -CON O ND FLOOR AC 83 SF CORRECTED PLAN# S-1611-C x to a COVERED PORCH 481SF F ' o-� STORAGE 51 SF FINAL STYLECRAFT BUILDERS, INC. ©2007 0 TOTALFRAMED 1710 SF I,, 4090 ST. HWY. 6 SOUTH COLLEGE STATION, TEXAS 77845 (979) 690-1222 Oho H `z4 10 TATVTF. FRB 920 SF BUILDING PERMIT ' CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00001204 Date 4/26/07 Application pin number . . . 536040 Property Address . . . . . . 4106 MCLISTER DR Property ID: 579530-0208-0040 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 . . . . 95634 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 1610.00 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 . 497685 Permit Fee . . . . 444.00 Plan Check Fee .00 Issue Date . . . . 4/26/07 Valuation . . . . 95634 Expiration Date . . 10/23/07 Qty Unit Charge Per Extension BASE FEE 260.00 46.00 4.0000 THOU BLDG, VAL 50001-100000 184.00 ---------------------------------------------------------------------------- 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 R"EST 7E: 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 . . . . . 07-00001204 Date 4/26/07 Application pin number . . . 536040 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ATTIC ACCESS OPENING (MINIMUM ROUGH -FRAMED SIZE 22" X 3011) WITHIN 20' OF THE MECHANICAL EQUIPMENT AND WALKWAY PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2003 INTERNATIONAL RESIDENTIAL CODE Surface Drainage Shall Be Diverted to an Approved Point of Collection. Lots Shall Have a Grade Fall Minimum of 6" inches Within the First 10' feet Away From the Foundation Walls. ELECTRICAL SHALL BE INSTALLED PER 2002 National Electrical Code & LOCAL AMENDMENTS ELECTRIC STRIP HEATING NOT ALLOWED FOR RESIDENTIAL PROPERTIES WITH FLOOR AREA GREATER THAN 500 Sq. FEET ALL FRAMING SHALL COMPLY WITH 2O03 INTERNATIONAL RESIDENTIAL CODE Assure Proper GFI Locations, Including One Within 25, Of Outside A/C Unit PLATFORM FOR MECHANICAL EQUIPMENT AND/OR ACCESS MAY HAVE TO BE ELEVATED TO ALLOW FOR ATTIC INSULATION IF LAWN SPRINKLER IS PROVIDED, PERMIT MUST BE ISSUED PRIOR TO CERTIFICATE OF OCCUPANCY. REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT ON NARROW WALL BRACING WHERE SPECIAL NAILING PATTERN, STRAPPING BETWEEN STORIES, OR HOLD DOWNS ARE REQUIRED THESE ITEMS MUST REMAIN VISIBLE UNTIL THE INSPECTION PROCESS HAS BEEN DONE TO ALLOW FOR COVER-UP MUST INDICATE METHODS ON FLOOR PLAN TO BE USED TO MEET NARROW WALL BRACING REQUIREMENTS PER IRC CODE SECTION R602.10 IN 2003 IRC ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO ASSURE CODE COMPLIANCE POST PERMIT CARD ON JOB SITE WHEN WATER MAIN PRESSURE EXCEEDS 80 PSI, AN APPROVED PRESSURE REDUCING VALVE SHALL BE PROVIDED THAT LIMITS THE MAXIMUM STATIC WATER PRESSURE TO 80 PSI RECESSED LIGHTING INSTALLED IN THE BUILDING ENVELOPE SHALL BE IC RATED AND SEALED TO PREVENT AIR LEAKAGE For residential applications with a glazing area that exceeds 15% of the gross area of exterior walls, R-8 duct insulation is required. As an alternative, R-6 duct BUILDING DEPT REPRES IV!nA34:0- Z APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001204 Application pin number . . . 536040 Page 3 Date 4/26/07 Special Notes and Comments insulation can be used if the a/c system has a SEER rating of 12 or more. PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. SMOKE DETECTORS MUST HAVE 3' CLEARANCE FROM FORCED AIR DUCTS, CEILING FANS AND RETURN AIR SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH AN ANTI -SCALD VALVE THAT LIMITS WATER TEMPERATURE TO 120 DEGREES THE COMBINED SOLAR HEAT GAIN COEFFICIENT OF ALL GLAZED FENESTRATION PRODUCTS SHALL NOT EXCEED .4 ALL SILLS AND BOTTOM PLATES IN CONTACT WITH CONRETE MUST BE TREATED OR NATURALLY RESISTANT TO INSECTS AND DECAY SMOKE DETECTORS SHALL BE INTERCONNECTED, 120 VOLT W/BATTERY BACKUP AND LOCATED IN EACH SLEEPING ROOM AND OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS STAIRS SHALL COMPLY WITH SECTION R-311 (2003 IRC) WITH A CONTINUOUS HANDRAIL OR SECTION 1009 (2003 IBC) AS APPROPRIATE, CONTINUOUS HANDRAIL NEEDED, ENDS SHALL BE RETURNED OR SHALL TERMINATE INTO A NEWEL POST OR SAFETY TERMINAL ON COMMERCIAL JOBS. WINDOWS ADJACENT TO TUBS WITHIN 60" ABOVE DRAIN SHALL BE TEMPERED GLASS TEMPERED GLASS REQUIRED IN WINDOWS WITHIN 24" OF DOORS IN ADJACENT WALLS AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL SHALL BE PROVIDED FOR BUILDINGS UTILIZING STORAGE WATER HEATING EQUIPMENT AND A PRESSURE REDUCING VALVE PER R308.4 GLAZING ADJACENT TO STAIRWAYS WITHIN 36" AND LESS THAN 60" ABOVE WALKING SURFACE MUST BE TEMPERED (2003 IRC) RANGE/DRYER DUCT MUST COMPLY WITH 2O03 IMC ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK Other Fees SEWER TAP 4" WATER TAP 3/4" 350.00 400.00 Fee summary Charged Paid Credited Due ------------------------------ ---- - -------------------- BUILDING DEPT RE SE IVE: - APPLICANT: BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . Application pin number . . . ----------------- ---------- Permit Fee Total 444.00 Plan Check Total .00 Other Fee Total 750.00 Grand Total 1194.00 Page 4 07-00001204 Date 4/26/07 536040 -------------------- 444.00 ---------- .00 .00 .00 .00 .00 750.00 .00 .00 1194.00 .00 .00 ---------------------------------------------- ------ --- --------------- BUILDING DEPT REP SE 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 . . . . 07-00001205 617050 4106 MCLISTER DR 579530-0208-0040 Date 4/26/07 TEMP POLE SOUTHERN TRACE PH 2 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 0 Owner Contractor ------------------------ ------------------------ STYLECRAFT BUILDERS 4090 SH 6 S COLLEGE STATION TX 77845 (979) 690-1222 ---------------------------------------------------------------------------- Permit . . . . . . TEMP POLE PERMIT Additional desc . . KW Permit pin number . 497693 Permit Fee . . . . 20.00 Issue Date . . . . 4/26/07 Valuation . . . . 0 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . TEMP ELECT POLE CONNECT 45.00 -------------------------------------------- Fee summary Charged ------------------------------- Paid Credited ------------------------------ Due ----------------- Permit Fee Total ---------- 20.00 20.00 .00 .00 Other Fee Total 45.00 45.00 .00 .00 Grand Total 65.00 65.00 .00 .00 ---------------------- ---- -------- ------------ &-�--- - - - - -- BUILDING DEPT REPTIVE: APPLICANT: RE APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE (*Or4" COLLEGE STATION, TX 77840 CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX Planning 6- Development Services yW WCSTX.GOV ADDRESS/LOCATION: (� LOT LI( BLOCK 8 BUSINESS/OWNER NAME: CONTRACTOR/HOMEOWN CONTRACTOR ADDRESS: ELECTRICIAN: To Be D Forr Otte Use Only DATE: �!�y,3TRCC REG APPLICATION # Q l— l2 /-� TEMP POLE # 1 :I— 12 05 SUBDIVISION SOUTHERN TRACE SEC/PH 2 STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120 ER: STYLECRAFT BUILDERS, INC. PHONE: 690-1222 ext. 120 4090 State Highway 6 South atermined PLUMBER: Bass Plumbing HVAC: To Be Determined GOOD CENTS (Residential only) CLASS OF WORK No ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) X NEW CONSTRUCTION * SLAB ONLY DUPLEX (Landscape Plans REMODEL/RENOVATION* SWIMMING POOL Required) DESCRIPTION OF WORK: Conventional Framing Less Slab STRUCTURE USE: Single Family Residence WALL BRACING METHOD: PRESCRIPTIVE [X APA PORTAL FRAME W/ CSPS ENGINEERED ❑ HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: N/A TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ NIA VALUATION: $C'9_5'634'Less Sllab­i, TOTAL AREA: 1710 HEATED AREA: 1610 (Cost of Labor and Material IV PUBLIC SEWER NUMBER OF BEDROOMS: SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS SEWER TAP: 4" INTERIOR WALL TYPE: SIZE WATER TAP: %11 EXTERIOR WALL TYPE: SIZE ❑ OTHER TAP: FOUNDATION TYPE: SIZE TEMP POLE ROOF TYPE: GARAGE TYPE: SINGLE LE � TRIPLE �S I 1 1 ATTACHED M""DETZiEQ__F__] CARRORT SIGNATURE OF APPLICANT: /� / *If proposed work involves new commercial cofistruction commercial property, building elevations are required. nfficial 7, 7 / - Plans Examiner �D I p4 l ve- fo-auk, ME Zoning Official 4 4 Sheet Rock Siding and/or Masonry Slab on Grade Composition 0 � /12 k_7 For Stvlecraft ments/rdnovations to an existing C ments: YE o O (tl_- Energy Code Compliance Information % Glazing of exterior walls 10 % 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 COLt (A StntION PLAN REVIEW and-TWO-FAMIL-Y-OCCUPANCY-REQUIREMENTS------:.—...:`_-.' CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# 70 DATE: BUILDING ADDRESS: �Q • /D �c L-i s-i-eiZ 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 IbWOK li. Framing: Floor, Wall, Ceiling and Roof Requirements NA/ A. Girder or sill dimensionsgrade & 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 K 1. One -hour rated extending to roof deck IMOK E. Header sizes indicated on plans N F. Emergency bedroom egress 1. Exit direct to outside 2. Operable window a. Twenty 20 inch clear width by twen -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 Wail Bracing 2. Moisture barrier indicated on plans 3. Exterior Wall Covering J. Roof framing Ian or elevation shown K. Ceiling joist sizespacing, grade and direction of span indicated on plans L. Attic access location and size indicated on plans M. Span exceeding code tables must be engineered N. Rafter sizespacing, roof slope & 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 ..- .-.-._ONE;'andT-.W.O.FAMIL-.00C-UPANC1F-FtEQiJIREMENT�:.-- :Z --"=", :=- CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3498 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 Requirements OK OK A. Stairway Details N 1. Maximum riser height-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 JlQ0K 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: NAUeg 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=0eCURANCY--REQUIREMENTS-- CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX VI. Plumbing Requirements A. Pressure- reducing valve required when water pressure exceeds 80 psi _ ... N B. 'Plumbing access to bathtubs C. Means for thermal expansion provided when required D. Water heaters. elevated 18"-when-installed in the garage- or -room- 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) Vill. Energy Requirements NAIIPK 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 860 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 needed1—("OK "APPROVED PLANS PER IRC SECTION R106.3.1." PLANS EXAMINER DATE 1 REScheck Software Version 4.0.1 Compliance Certificate Project Title: 1593 Plan Report Date: 03/16/07 Data filename: \\STYLECRAFT1\Share\ACAD\RESCheck\1593.Master.rck Energy Code: 2003 IECC Location: College Station, Texas Construction Type: Single Family Glazing Area Percentage: 10% Heating Degree Days: 1788 Construction Site: Owner/Agent: Designer/Contractor: College Station, TX 77845 Stylecraft Builders, Inc. Stylecraft Builders, Inc. 4090 SH 6 South 4090 SH 6 South College Station, TX 77845 College Station, TX 77845 979-690-1222 x120 979-690-1222 x120 . ewivagg@stylecraft-builders.com . ewivagg@stylecraft-builders.com Maximum SHGC: 0.40 Your SHGC: 0.40 Wall 1: Wood Frame, 16" o.c.: 1096 13.0 0.0 76 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: 4 0.670 3 SHGC: 0.40 Window 3: Metal Frame:Double Pane with Low-E: 13 0.670 9 SHGC: 0.40 Window 4: Metal Frame:Double Pane with Low-E: 21 0.670 14 SHGC: 0.40 Window 5: Metal Frame:Double Pane with Low-E: 21 0.670 14 SHGC: 0.40 Window 6: Metal Frame:Double Pane with Low-E: 21 0.670 14 SHGC: 0.40 Window 7: Metal Frame:Double Pane with Low-E: 16 0.670 11 SHGC: 0.40 Window 8 Twin: Metal Frame:Double Pane with Low-E: 16 0.670 11 SHGC: 0.40 Window 8 Twin: Metal Frame:Double Pane with Low-E: 16 0.670 11 SHGC: 0.40 Door 1: Solid: 18 0.500 9 Door 2: Glass: 20 0.440 9 SHGC: 0.40 Wall 2: Wood Frame, 16" o.c.: 974 13.0 0.0 75 Window 9: Metal Frame: Double Pane with Low-E: 6 0.670 4 SHGC: 0.40 Window 10: Metal Frame:Double Pane with Low-E: 13 0.670 9 SHGC: 0.40 Window 11: Metal Frame:Double Pane with Low-E: 13 0.670 9 SHGC: 0.40 Window 12: Metal Frame:Double Pane with Low-E: 3 0.670 2 SHGC: 0.40 Window 13 Twin: Metal Frame:Double Pane with Low-E: 13 0.670 9 SHGC: 0.40 Window 13 Twin: Metal Frame:Double Pane with Low-E: 13 0.670 9 1593 Plan Page 1 of 2 SHGC: 0.40 Ceiling 1: Flat Ceiling or Scissor Truss: 818 30.0 0.0 29 Floor 1: Slab -On -Grade: Unheated: 818 0.0 852 Insulation depth: 0.0' 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 requirements listed in the REScheck Inspection Checklist. - �r 969A 'i 16 v7 Name - Title Signature —LI) 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. 1593 Plan Page 2 of 2