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HomeMy WebLinkAboutRES2007-014092410 STONE CASTLE CIR BUILDING PERMITPREPARED 5/16/08, 12:05:50 INSPECTION TICKET PAGE 4 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 5/16/08 ------------------------------------------------------------------------------------------------ ADDRESS . : 2410 STONE CASTLE CIR SUBDIV: CASTLEGATE PH 1 SEC 7 CONTRACTOR TWO RIVERS CONSTRUCTION PHONE (979) 779-8152 OWNER . . PHONE PARCEL . . 184200-1720-0250 APPL NUMBER: 07-00001409 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 5/17/07 RH BLDG, FOUNDATION -SLAB TIME: 17:00 5/17/07 AP May 17, 2007 11:48:26 AM malford. 05/17/2007 02:42 PM RH PDA Strings up, slab ground installed. B115 01 7/26/07 JGM BLDG, FRAMING TIME: 17:00 8/01/07 AP July 13, 2007 10:06:52 AM kwolfe. At Mech inspection engineered floor joists were cut. A rep. from the joist company will be out to propose a fix. The house was accidently insulated. Either call Ben at 220-5347 to meet you there or if you need anything removed. August 1, 2007 11:45:11 AM acarter. B 30 01 8/O1/07 JGM BLDG, INSULATION TIME: 17:00 8/01/07 AP July 31, 2007 2:07:50 PM tboriskie. Mechanical, Framing and Insulation all to be done at once. e If any fails then make it clear on the redtag NOT TO BRICK August 1, 2007 11:45:32 AM acarter. B125 01 4/17/08 RH BLDG, FINAL TIME: 17:00 4/17/08 DP April 17, 2008 10:35:17 AM acarter. GARAGE DOOR IS OPEN 04/17/2008 04:05 PM RH PDA Handrails height below min. and need to post energy requirements in electrical panel. B125 02 5/ B�j BLDG, FINAL TIME: 17:00 /T� C9L May 16, 2008 10:58:26 AM acarter. --------------------------------------- COMMENTS AND NOTES ---------------------------------- n �or►����I 4-o Code Date: 7/26/2007 Inspection Comments for Finals Permit Year: 7 Permit Number: 1409 Address: 2410 STONE CASTLE CIR Type Inspection Type Code status Inspection Result Comments Description B100 BLDG, FOUNDATION -SLAB IC 05/17/2007 02:42 PM RH PDA 6100 BLDG, FOUNDATION -SLAB IC Strings up, slab ground installed. Page 1 08/01/2007 WED 11:54 FAX 2612609139 Weyerhaeuser CO. IM001/003 An f�, �- 3TJ1'sinthe e y C -tw 70 3001 4 14" TJI® 360 @ 16" olc � TJ-Beemt� G 25 SEnei tvumber T)Q,A)' 01D44 I tsw 3 p/11�007 71 3L 5F � Pegs-Eng,ne Watsmn 6 2E 71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 5 Product Diagram is CancctsaW. LOADS: Analysis is for a joist Member. Primary Load Group - Residential - Llvlrg Areas (psf): 40.0 Live at 100 % duration, 10 0 Dead Vertical Loads Type Class Live Dead Location Application Comment (1) Point(plf) Floor(1.00) 0.0 640 0 8' wail Q 018 (1) Polnt(plf) Floor(l .00) 75.0 37.5 0 - 7' S' dg no storage 0_ 10/5 (1) Polnt(plf) Roof(1 25) 1500 750 0 - T 6" roof @ 20/10 (1) Analysis assumes loads are passed through to support: 1. Sufficient strength full depth blocking, rim or squash blocKs are required at supports) 1 The accessories show, at the diagram above, have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S)reactions These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below SUPPORTS: Input Bearing Vertical Reactions Width Length (Ibs) Live/Dead/U pl IfUTotal 1 Stud well 3.50" 3.50" 596130910 / 905 Ply Depth Nailing Detail Other Depth WA N/A NIA 2 GI dam or solid sawn lumber 3.50" Hanger 300175 10 / 375 N/A N/A N/A beam -See TJ SPECIFIERS/ BUILDERS GUIDE fcr details) Al: Blocking, H1: Face Mount Hanger HANGERS: No Manufacturer Selected Support Model Slope Skew Reverse Top Flange Flanges Offset H1: Face Mount Hanger NONE FOUND 0/12 0 NIA N/A Al, Blocking 1 Ply 14" TJI® 360 Hl: Face Mount None Hanger Top Flange SupportWood Slope Species N/A Douglas Fir TJI HOLES: Diameter Height Width Left End To Top Hole Center Span Design Control Comment Circular 9.00' - - 1' 11" Span 1 246 Ibs 614 Ibs Passed (40 1 %) 9" hole for A/C duct PROJECT INFORMATION: Two Rivers Plan Spec Home 2410 Stone Castle Cr College, Station, Texas Blrm,ngham - subdivision Ben - 979-220-5347 fax 979-821-2500 Copyrignt 9 2006 by True Joist, a 9eyerheeuse_ Business mJIS anu TJ-BeaaS are regirered trademarks of :rue Joiet. e-I Joist'SPr' and TV -Pro" are trademarks of Trus Coist. U:\Exco__' 8T- Rive:s - 2410 Stone Castle Cir- entr,,aay.eme OPERATOR INFORMATION: Scott Ringer Weyerhaeuser Company 8503 Golden Spike Ln. Houston, TX 77086 Phone: (281) 931-1722 Fax :(281)260-9139 scott.ringerP_weyerhaeuser com 08/01/2007 WED 11:55 FAX 2612609139 14eyerhaeuser CO. l¢iUUZ/UU3 Kj 1� �tia,�..x•, � „� T.46nerr© 6 25 &enal Number 7003001644 LJw a V11'.007 11 39 56 vl, 3 TJ I's in the entryway 14" TJI® 360 @ 16" 01C Dag, = Engire daroon 61@ 71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) -356 -356 1955 Passed (18%) Rt end Span 1 under Floor loading Vertica' Reaction (lbs) 356 356 1505 Passed (24%) Bearing 2 under Floor loading Moment (Ft-Lbs) 948 948 7336 Passed (13%) MID Span 1 under Floor loading Live Load Defl (In) 0 033 0.356 Passed (L1999+) MID Span 1 under Floor loading Total Load Defl (In) 0 042 0 5.33 Passed (L/999+) MID Span 1 under Floor loading TJPro 62 30 Passed Span -DeflectionCrlterla: MINIMUM(LL:L/360,TL:Lf240). -Deflection ana'ysis is based on composite action with single layer of 19/32' Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracmg(Lu) All compression edges (top and bottom) must be braced at 9' 3" o/c unless detailed othervhse. Proper attachment and positioning of lateral bracing is requl ed to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Reting System value provides additional floor performance information and is based on a GLUED & NAILED 19132" Panels (20" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include-. Ceding - None. A structural analysis of the deck has not been performed by the program Comparison Value 177 ADDITIONAL NOTES. -IMPORTANT] The analysis presented is output from soff`.vare developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values The specific product application, Input design loads and stated dimensions have been provloed by others ( ), have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. Operator Notes: TJI's have a 9" hole near bearing one. TA's WORKAS IS. NO REPAIRS NEEDED PROJECT INFORMATION: Two Rivers Plan Spec Home 2410 Stone Castle Clr College, Station, Texas Birmingham - subdivision Ben - 979-220-5347 fax 979-821-2500 Copyright a ZOC6 by Trus Joist, a 7e}xrhaeuse: Business TJI& end %-Been& are regie_ered trademark" of Prue Joist. s-I Jcist�,°:r:� and TJ-Proms are tradensrks of Trus Coist. D: iErce_1\T+,a Rivere - 2410 atone Castle Cir. entr-mway.ems OPERATOR INFORMATION: Scott Ringer Weyerhaeuser Company 8503 Golden Spike Ln. Houston, TX 77086 Phone: (281) 931-1722 Fax :(281)260-9139 scott.ringerP_w.eyerhaeuser com 08/01/2007 1YED 11:56 FAX 2612609139 Reyerhaeuser CO. • � , l .3 TJ 1's In the entryway T,J-sean'S 6 25 Senat Nimber 700A0164 14 TJI® 380 @ 16 O/C raga ��ers�on 6 i� 7t 6,w 2 F a;a ? Engine THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN on CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Grouo 10, a.00" " Max. Vertical Reacticr- TO --al (Lbs) 905 375 Ma.t. Vertical Reaction Live jbsj 596 _00 Selected Searing Length lin) 3.50('6) 1.75;W) Max. Unbrac=_d Length (in) 111 Loading or all spars, LDF = 0.90 , 1.0 Dead Shear a-. Support albs; 70 -71 Max Shear at Support (lbs) 71 -71 Me!mbe-- Reaction (lbs) 71 71 Su9poct Reaction -lbs: 309 75 Moment tFt-LbmI 190 Loading on a7.1 Epans, LDF = _.00 , 1.0 Dead + -.0 Floor Shear a: Su, -port llcs: 350 -356 Max. Shear at Support (lbs) 356 -356 Merbe_ Reaction (lbs) 3�6 356 Support reaction -lbs: 705 375 Moment (Ft-Lbs! 9'�8 Live Deflection (in) 0.033 Total Deflection -in) 0.042 PAR^IAL loac.ing o. span 1 from lef_ bearing to r_rht edge r hole 1 (1.0 Dead + 1.0 Floor ) Shear a- Su_p=rt -lbs: 166 -82 Ma:: Shear at 3upp rt (lbs) 171 -82 PAR-IAL loat.ir3 on spar. 1 from right bearing to Left edge of hole 1 (1.0 Dead + 1.0 Floor ) Shear a_ 3u_port -lt,.s; 28E -351 Max Shear at Support (lbs) 289 -351 Loading on all spans, LDF = -.25 Shear a: .=urport albs: Ma-x :hear at Support (ibs! MeTbe- Feaction (lbs) Suppo_t "r.eactlon -lbs: Moment (Ft-Lbs) Live Deflection (1n) Total +efle7tion tia) 1.0 Dead + L.0 Floor + 1.0 Roof 350 -356 356 -356 356 356 905 _75 9�8 0.033 0.042 16003/003 PAR-IAL loacirg on spar. 1 from lef_ bearing to r_cht edge of hole 1 (1.0 Dead + 1.0 Floor + 1.0 Roof ) Shear a- 3u-,p=•rt (lbs: 166 -82 Max Shear at Support (1DE) 171 -82 FAFt`.'IP.L ioacirg on spar. 1 from right bearing to Left edge o= hole 1 (1.0 Dead + 1.0 Floor + 1.0 Roof ) Shear a- Sur -port (lbs: 286 -351 Max Shear at Support (ibs) 289 -351 PROJECT INFORMATION: Two Rivers Plan Spec Home 2410 Store Castle Cir College, Station, Texas Birm�ngh>am - subdivision Ber - 979-220.5347 fax 979-821-2500 Copyright C 2016 by True Joist, a oeyerhaeuse= Business TJ IJD And TT-Baanm nce tegil-ered trademarks of True Joist. e-I Jo,.3t-,Prc- and TJ-Pro- are trademarks of True .oist. D:\Exce. 1\T. Rive^3 - 2410 Stone Castle Cir, entrjvay.sms OPERATOR INFORMATION: Scott Ringer Weyerhaeuser Company 8503 Golden Spike Ln, Houston, TX 77086 Phone: (281) 931-1722 Fax :(281)260-9139 scott.ringerO_weyerhaeuser.com 08/01/2007 WED 11:48 FAX 2812609139 Weyerhaeuser CO. Q 001/006 `� TJI in the living room _ D -7 / �U c( TJ-Beams 6 2F Genal Number- 7OW001W `y 16" TJI® 360 @ 16" 01C User ' Etl ng,ne % 11 wn S E THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN P2�a Fuy�re �rervan 6 :° 7. CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Di mension: 29' 6 1 Z' Rrocluct 01�&grarn tr ConcepuW. LOADS' Analysis is for a Joist Member. Primary Load Group - Residential - Llving Areas (psi): 40.0 Live at 100 % duration, 10.0 Dead Vertical Loads Type Class Live Dead Location Application Comment (1) Point(pH) Floor, 1.00) 0.0 64.0 0 8' wall a- 0/8 (1) Point(plf) Floor(1.00) 170.0 85.0 0 - 8' 6" cig storage Q 20110 (1) Polnt(ptf) Roof(1 251 140.0 70.0 0 - Roof Q 20A 0 (1) Point(pf) Floor(1.00) 0.0 64.0 17' T' 8' wall Q 0/8 (1) Point(plf) Floor(1.00) 75.0 37.6 17' 1" 7' S' dg no storage Q 1015 (1) Point(pd) Roof(1 25) 150.0 75.0 17' 1" 7' 6" roof Q 20/10 (1) Point(plf) Floor(1.00) 0.0 64.0 20'10' 8'wall @0/8 (1) Polnt(pll) Flocr(1 00) 360 17.5 20' 10- - 3' 6" cig no storage Q 1016 (1) Pomt(plt) Roof(1.25) 130.0 65.0 20' 10' 6' 6" roof Q 20/10 Point(pff) Floor(1.00) 00 64.0 24' 8' wall Q 018 Polnt(plt) Floor(1.00) 450 22.5 24' 4' S' dg no storage Q 10/5 (1) Point(plf) Floor(1.00) 0.0 80.0 29' 6 12" 8' extwall @ 0/10 t 1) Polnt(plf) Floor(1 00) 300 15 C 29' 6 12" 3' dg no storage Q 101E (1) Point(ptf) Roof(1.25) 110.0 55.0 29' 6 12" 5' 6" roof Q 20/10 -(1) Analysis assumes loads are passed through to support. 1, 2. 3, 4. Sufficient strength full depth blocking, rim or squash blocks are required at support(s): 1, 2. 3, 4. The accessories shown, at the diagram above, have NOT been checked for capacity Downward acting point loads are included in the reported 5UPPORT(S) reactions. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below. SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Width Length (Ibs) Dep1h L i ve/De ad/U p I ift/Total 1 Glulam or solid 5.50" Hanger 792 1387 / 0/1179 NIA N/A N/A H 1: Face savor lumber oeam Mount Hanger 2 Stud wall 3 50" 3.50" 139714471011844 N/A NIA N/A B1- Blocking 3 Stud wall 3.50" 3.50" 754 / 316 /-22 / 1069 N/A N/A N/A B1. Blocking 4 Stud wall 3.50" 2.25" 426 / 283 / 01709 N/A N/A N/A A3: Rim Board PROJ�CTI� ORM�TIDB1jIhDERS GUIDE for deiail(s). H1: Face Mount Hanger,BtMM& 1NMf�VfATION: Two Rivers Scott Ringer Plan Spec Home Weyerhaeuser Company 2410 Stone Caste Cir, 8503 Golden Spike Ln. College, Station, Texas Houston, TX 7708E Birmingham - subdivision Phone: (281) 931-1722 Son -979-220-5347 Fax :(281)260-9139 fax 979-821-2500 scott.ringerQweyerhaeuser.com Copyright 0 28C5 by True Jo15t, a Geyerhaeuse: Business T2IL end TJ-Beene+ are regia.ered trademarks of Prue Jo-�t. e-I :.oi3t-. Prc- and TJ-?:a" are trader.9rks of Truus Colst. D:\Exee-1\T,o Rivers - 2410 SWna Castle Cir. Living cuom.srs Other None 1 Ply 16' TJIe 360 1 Ply 16' TJI® 360 1 Ply 1 1/4" x 16' 0.8E TJ- Strand Rim Boarde 08/01/2007 1VED 11:49 FAX 2812609139 Weyerhaeuser CO. 19002/006 ~j% TJI in the living room D r, 4 eber'7'}WO1''644 lcif 16" TJI® 360 @ 16" olc TaBeairoE 6 2r. 5ena1 Number �7�)U300�6M3 Pap 3 Encime;,, on 6 � THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pa_a: 2 Enu•na ��er9cn E 3� 71 CONTROLS FOR THE APPLICATION AND LOADS LISTED HANGERS: No Manufacturer Selected Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 rill Face Mount Hanger NONE FOUND 0112 0 N/A N/A N/A Douglas Fir TJI HOLES: Diameter Height Width Left End To Top Hole Center Span Design Control Comment Circular 9.00" 3' 1" Span 1 277 Ibs 887lbs Passed (31 2%) 9" hole for A/C duct Circular 9.00" 14' 3" Span 1 482 Ibs 887 Ibs Passed (54 3%) 9" hole for A/C dud DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -669 -633 2190 Passed (29%) Rt end Span 1 under Floor ADJACENT span loading Vertical Reaction (Ibs) 1309 1309 2460 Passed (53%) Bearing 2 under Floor ADJACENT span loading Moment (Ft-Lbs) -1902 -1902 8405 Passed (23%) MID Span 2 under Floor ADJACENT span loading Live Load Deft (in) 0.065 0.554 Passed (L1999+) MID Span 1 under Floor ALTERNATE span loading Total Load Deft (In) 0 082 0.831 Passed (L/999+) MID Span 1 under Floor ALTERNATE span loading TJ Pro 56 30 Passed Span 1 -Deflection Criteria MINIMUM(LL'L/360,TL'Lf240). -Uplift exceeds 200 Ibs for unbalanced load -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Braang(Lu). Ali compression edges (top and bottom) must be braced at 7' o/c unless detailed otherwise. Proper attachment and positoning of lateral bracing is required to achieve member stability. -The bad conditions considered in this design analysis include aftemate and adjacent member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19132" Panels (20" Span Rating) declang. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None A structural analysis of the deck has not been performed by the program Comparison Value. 1.84 ADDITIONAL NOTES: -IMPORTANT' The analysis presented is output from sofbvare developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and ccde accepted design values. The specific product application, input design loads and stated dimensions have been provided by others ( ), have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJ Engineering. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. Operator Notes: TJI has 2 - 9" hole near the bearings in the liv ng room. 'TJI WORKS AS IS NO REPAIRS NEEDED PROJECT INFORMATION: Two Rivers Plan Spec Home 2410 Stone Castle Clr. College, Station, Texas Birmingham - subdivision Ben - 979-220-5347 fax 979-821-2500 Copyrlghl A 2006 by True Joist, a oeyerhaeuse_ Business TJIZ end TJ-6een2 ace regis.ered tradevarkc of ?rue Joist. e-I Joistr,Prc- and TJ-Pro's are tradeasrks of Trrm joist. 0:\Excs_1\Taro Rivers - 2410 Stone Castle Cir. livig room.sns OPERATOR INFORMATION: Scott Ringer Weyerhaeuser Company 8503 Golden Spike Ln. Houston, TX 77086 Phone: (281) 931-1722 Fax : (281) 260-9139 scott. ringerP_weyer haeuser. com 08/01/2007 WED 11:50 FAX 2812609139 Weyerhaeuser CO. TJI in the living room TJ-Beamm6 25 Genal Number 7603001644 16 TJI® 360 @ 16 o/c Pa , ngine 7 , 1 3F 48 JW THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Fa3a 3 Engine �%eroon 6 ".5 71 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 1 16' 7.50" 3' 9.50" ^ 8' 5.5C" Max. 'Vertical P,eacticn Total (=bs( 1179 1854 10E9 709 Max. Vertical Reacticn Live ;lbs;; 792 1397 754 426 Selected 3earina Length Irn't 1.73(W) 3.501W) 3.50(W) 2.25(17) t4na. Unbrac--d Length (in) 96 E4 -15 115 115 Loading on a_l spans, LDF = 0.90 , 1.0 Dead Shear a- Su;:port -lbs: 39 -126 74 29 141 -79 Max Chear dt Support (lnsl 39 -133 79 28 148 -50 3hear Wit:ain Span (lbs) N/A N/A 107 Me:nbe_ Reaction (lbs) 83 212 12- 80 Su_pxt Ruction -lbs; 387 447 315 263 Moment (Ft-Lbs) 296 -365 N/A -lEl 237 Loadinc cn all spans, LDF = 1.00 , 1.0 Dead + 1.0 £locr Sh=_ar a: Support olbs; 442 -E31 49_5 271 408 -299 Mat Shear at Support !lbs; 442 -E66 525 272 434 -305 Shear Witnin Span (lbs) N/A NIA 226 Me_nbe= Reccti.;n (lbs) 442 1191 163 305 ,RuPp-D--t Reaction (lbs; 991 1526 405 559 Moment (Ft-Lbs) 1565 -1865 N/A -355 69" Live Deflection (in) 0.065 -3.013 0.012 Tr-tal Defle_tion lin) 0.081 -D.017 0.013 ALTERNATE Spar_ loading on odd 6 spans, LDF = 1.00 , _.0 Dead + 1.0 Floor Shear a_ Su_,port -lbs; 44: -630 408 364 405 -302 Mss Shear at Support (lbel 443 -E6E 427 376 431 -308 Shear 211t_An Span ;lbs) N/A N/A 223 Member Reaction albs) 443 1092 35 30B SuDuort Reaction -.lbs: 932 1426 297 562 Moment (Ft-Lbs) 1�71 -1850 N/A -327 712 Live Deflection (in) C.065 -3.0i5 0.013 T•�,tal Defiection iin) 0.082 -D.019 0.018 ALTERNATE span loadina on ever. M spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor S ar at 3u.pert gibs: 38 -127 161 -54 144 -76 Max Shear at Support (lbei 36 -134 177 -76 lE1 -77 Shear Wlt_iin Shan (lbs) N/A N/A 110 Mem,be- Reaction (lbs) 88 311 227 77 a-uppo_t Ruction -lbs: 336 646 4601 279 Moment (Ft-Lbs) 290 -360 -145 -139 219 :ive Deflection (in1 -0.00- 0.00i 0.000 Tnta1 Deflection -in) 0.016 0.000 0.005 PROJECT INFORMATION: Two Rivers Plan Spec Home 2410 Stone Caste Cir College, Station, Texas Birmingham - subdivision Ben - 979-220-5347 fax 979-821-2500 Copyright a 2006 by 7rua Joist, a 7eyarheeuse: Business TJIL end TJ-Beenm are regis.ered tradeaarks of True Joist. e-I Jc t-,Prcv and TJ-Proms are tradesarke of True Coiat. D.\r.[ -k,' R.ive_a - 242.0 !Cone Castle Cir. livng roon.aae OPERATOR INFORMATION: Scott Ringer Weyerhaeuser Company 8503 Golden Spike Ln. Houston, TX 77086 Phone: (281) 931-1722 Fax :(281)260-9139 scott.ringerO_weyerhaeuser com IM003/006 08/01/2007 WED 11:51 FAX 2812609139 Weyerhaeuser CO. r r J / TJI in the livin�ro�_ `"''l'""' 14 E TJ-Beene :5 oenel Numberig030016�14 TJI® 360 (d3IS" olc uat L Engine 11 as a61- THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pz;a ��arslon � cn(JifR3 6 i_ 71 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADJACENT span loaC:_rg over support 9 2, LDF = 1.00, _.0 Dead + 1.0 Floor Shear a: Support {lbs: 440 -E33 606 362 117 -103 Man Shear at Support (lb:) 440 -E69 640 368 124 -105 Sh=-ar Witnin Span (Its) N/A N/A 62 Me:nbe- Reaction sibs) 440 1309 -2E4 105 Support Reaction albs; 989 16=4 -22 307 Moment (Ft-Lbs) 1450 -1502 N/A 47 368 Live Deflect=a (in) 0.063 -0,01i 0.003 Total Deflection -in) 0.080 -0.015 0.009 ADJACENT span loac_na over support 9 3, LDF = 1.00, -.0 Dead + 1.0 Floor hear a-- u port �11',s: 90 -124 49 -175 4=5 -211 Max Shear at Support (ibs) 90 -131 61 -192 462 -277 Shear Witnin Span (lbs) N/A N/A 254 14c we= Reaction (lbs) 90 193 654 277 Su-pc_t Fea,tion albs; 388 528 89E 531 Moment (Ft-Lbs) 305 -343 -315 -590 575 Live Deflection (ln) 0.001 -0.002 0.009 Total Deflection -,in) 0.017 -D.006 0.014 PAY-TAL loacirg on spar. 1 fro-n lef- bearing to r_c,ht edge o= hole 1 (1.0 Dead + 1.0 Floor Shear a� Support sibs: 229 -14_ 103 58 139 -81 Max :,hear at Support (lbs) 229 -153 109 58 146 -82 Shear Wlt_..in Span (1:s) N/A N/A 105 PAF= AL loa.--2.rg on spar. 1 from. right bearing to -e`t edge of hole 1 (1.0 Dead + 1.0 Floor ) Shear a: Support (lbs: 332 -621 503 459 115 -106 MaK Ghear at SuEu-Drt (lbs) 332 -E56 528 475 121 -107 Shur Witnin Span (lbs) N/A N/A 80 PAR^TAL loa•_lr_g on. spar_ 1 from left bearing to r=cht edge of-- hole 2 (1.0 Dead + 1.0 Floor Shear a= Support albs: 43E -51-1 486 441 116 -105 Max Shear at Support (lbE) 43E -539 508 457 122 -106 Shear Witnin Span fibs) N/A N/A 81 PARTIAL loa_ing on spar 1 frc.n right bearing to _eft edge o` hole 2 (1.0 Dead + 1.0 Floor ) Shear a= Support albs: 94 -27E 128 83 137 -82 Max Shear at 2upport (lbs) 94 -298 135 85 145 -6= Shur Witnin Spar. (lbs) N/A N/A 103 PROJECT INFORMATION: Two Rivers Plan Spec Home 2410 Stone Castle Or. College, Station, Texas Birm;ngham - subdivision Ben - 979-220-5347 tax 979-821-2500 Copyright 0 '0L6 Cy Trus Joist, a oeyerhaeuse= Business TJIa and 2V-E—,aO ace regis_ered trademarks of true Joist. e-I Jcdst1,Pr' and N-Fro* are tradenatks of Trus bist. D:\Exee_L\T+ Pivsc - 2410 Stone Castle Cir. livirg rooa.sus OPERATOR INFORMATION: Scott Ringer Weyerhaeuser Company 8503 Golden Spike Ln. Houston, TX 77086 Phone: (281) 931-1722 Fax : (281) 260-9139 scoff. ringer@weyerha euse r. com IM 004/006 08/01/2007 WED 11:52 FAX 2812609139 Weyerhaeuser CO. TJI in the li�n�nglmttl. TJ-BearnS 6 25 Senal Number. 700D0»44 16" TJI® 360 @ 16" OIC Jew SIV2007 11 on THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pap 5 F.nyrW �rarson E 2`_ r1 6!! CONTROLS FOR THE APPLICATION AND LOADS LISTED Loading on all spans, LDr = 1.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof -hear a= Support ilba; 99-1 -E31 990 271 908 -299 Mar Shear at Support (lbs) 442 -E66 523 272 934 -305 Shear Witaln Span (lbs) N/A N/A 226 Meese_ Reaction (lbs) 442 1191 163 305 Support Reactlor, rlbs; 1173 1726 573 705 Moment ;Ft-Lb.,r 1565 -1865 N/A -355 697 Live Deflectlon (in) 0.065 -0.013 0.012 Total Deflection -in.) 0.081 -0.017 0.018 ALTERNATE s_ar" loading on odd M spans, LDF = 1.25 , 1.0 Dead + 1.-, Floor + 1.0 Roof Sh=-ar a_ Support rlbs: 443 -E30 408 364 405 -302 Max Shear at Support (lbEl 943 -EGE 427 376 421 -308 Shear Witnin Span (lbs) N/A WA 223 Me-rbe= Reaction (lbs) 443 1092 55 306 Rea�tlon rlbs: 1175 162E 97-- 709 Pic=rent (Ft-Lbs) 1471 -1850 N/A -327 712 Lire Deflection (in) 0.065 -0.015 Q.013 Total Deflection -in) 0.082 -0.019 0.01E ALT U NATE spar_ loading on even 0 spans, LDF = -.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof Shear a= suzp)rt ilbs; 98 -127 161 -54 144 -76 Mdx Shear at Support (lbsl 38 -134 177 -76 151 -77 ghee_ Witnin Span (lbs; N/A N/A li0 Me_nber Reaction (lbs) 98 311 227 77 Suz,pDrt Reaction ilbs; 479 64E 643 353 Moment (Ft-Lbs) 290 -380 -145 -139 219 Live Deflection (in) -0.00- 0.001 0.000 Total Deflection -in) 0.016 0.000 0.005 AD?A ENT span loading ever support 4 2, LDF = -.25, 1.0 Dead + 1.- Floor + 1.0 Roof Shear a. -upport lbs; 440 -633 606 382 117 -103 Max Shear at Support (1be1 440 -E69 540 388 124 -105 Shear Wit -An span (lbs) NIA N/A 82 Menbe_ Reaction (lbs) 440 1309 -2E4 105 Support Rea:;ticl. albs; 117E 1844 151 381 Moment (Ft-Lbs) 1550 -1902 N/A 47 368 Live Deflection (in) 0.063 -3.011 0.003 'total Deflectloz. kin) 0.080 -0.015 0.009 PROJECT INFORMATION: Two Rivers Plan Spec Home 2410 Stone Caste Crr College, Station. Texas Birmingham- subdivision Ben - 979-220-5347 fax 279-821-2500 Copyright 6 2016 by Trus Joist, a geyerhaeuse- Business TJit� eni N-Beeui• are registered trademarks of roue Joist. e-I JoisM Prcn and TT -Pro= are trademarks of True .oitt. G•\Exce_1\Tao Rivers - 2410 Stone Castle Cir. livirg coom.ens OPERATOR INFORMATION: Scott Ringer Weyerhaeuser Company 8503 Golden Spike Ln. Houston, TX 77086 Phone: (281) 931-1722 Fax :(281)260-9139 scott.ringer@w.eyerhaeuser com IM005/006 08/01/2007 IVED 11:52 FAX 2812609139 Weyerhaeuser CO. TJI in the living rooms )01164 T.i-BeernR E 15 5enAl Number i9R30]01E44 16" TJI® 360 @ 16" olc User 1 , ir* 1; on 61E THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pa3a a Ei,aine ��ers��on E 2'_ 71 CONTROLS FOR THE APPLICATION AND LOADS LISTED AD=A3ENT span loacirg over support # 3, LDF = -.25, 1.0 Dead + 1.-- Floor + 1.0 Roof Shear a: Support ilbs; 90 -124 49 -175 435 -271 Max Shear at Support (lbs+ :o -131 51 -192 4(52 -277 Sh=-21' Wititn Span (lbs) N/A N/A 254 McA)e: Reaction (lbs) 90 193 654 277 SuPp,D t Reaction albs; 482 -128 10E9 677 Moment (Ft-Lba) 305 -3�3 -315 -590 57 Live Deflection (in) 0.001 -0.002 0.009 Total Def'e_tion iin) 0.017 -:).006 0.014 Q 006/006 FAR-IAL loacirg on spar 1 from lef- bearing to r_cnt edge Of hole 1 (1.0 Dead + 1.0 Floor + 1.0 Roof ) Shear a- Support lba: 7-29 -14_ 103 58 139 -31 Max Shear at Support (lbs) 229 -153 103 56 146 -82 Shear Within Span (lbs) NIA N/A 105 PAR^.IAL ioacing on spar. 1 fro_n right bearing to :eft edge of hole 1 (1.0 Dead + 1.0 Floor + 1.0 Roof ) Shur a, SL::pert -lbs; 332 -E21 503 459 115 -106 Max Shear at Support (lb�) 332 -E56 526 475 121 -107 Shaar Witaln °pan (lbs) N/A N/A 80 PAR.^IAL loacirg on spar. 1 fron lef= bearing to r_c-ht edge of hole 2 (1.0 Dead + 1.0 Floor + 1.0 Roof ) Shear ac Su7tpz.rt ilhs: 438 -517 486 441 116 -105 Marc Shear at Support (lbsi 43E -539 508 457 122 -106 Shear W1tnin Spar_ (lbs) N/A N/A 61 PAR-IAL loacirg on sr-ar 1 fro_n right bearing to -eft edge of hole 2 (1.0 Dead + 1.0 Floor + 1.0 Roof ) Shear a: Su -port lbs: 94 -27E 128 83 137 -82 Ma:: Shear at Support (lbs) 44 -29E 135 85 145 -83 Shear Wit. -An Span Ilr,,$) N/A N/A 103 PROJECT INFORMATION: Two Rivers Plan Spec Home 2410 Stone Castle Cr. College, Station, Texas Birmingham - subdiwsion Ben - 979-220-5347 fax 979-821-2500 Copyright 0 20[6 ty Trus Joist, e. ileyerhaeuse: Business TCIZ end W-Seea* are regia-ered trademarks of Pru: Joist. e-i Joist',Prc- and TJ-Pro" are trademarks cf Trus :oast. C�:\Exre_1\7-wro Rivers - 2410 stone castle oil. livirg roon.sas OPERATOR INFORMATION: Scott Ringer Weyerhaeuser Company 8503 Golden Spike Ln. Houston, TX 77086 Phone: (281) 931-1722 Fax :(281)260-9139 scott.ringerO_weyerhaeuser. com WF0897994 / 001 City of College Station PAGE 1 REQ. DATE: 05/08/07 05/08/07 13:29:21 LOCATION: 2410 STONE CASTLE CIR LOC ID: 208146 REQUESTOR: TWO RIVERS CONSTRUCTION ORIGIN: CUSTOMER -WALK IN REQ USER: KWOLFE AUTH USER:KWOLFE WRK TYPE: 4" SWR TAP 3/4" WTR TAP ******************************************************************************** TASK: SET UP NEW UTILITY ACCT SET READY SCHED START: 05/08/07 SCHED COMPLETION: 05/08/07 ******************************************************************************** JOB ORDER RESULT COMIEDTrS City of College Station 1101 TEXAS AVENUE COLLEGE STATION TX 77840 T E M P O R A R Y C O T E M P O R A R Y Issue Date . . . . . . 5/20/08 Expiration Date . . . . 5/23/08 Parcel Number . . . . . 184200-1720-0250 Property Address . . . 2410 STONE CASTLE CIR COLLEGE STATION TX 77845 Subdivision Name . . . CASTLEGATE PH 1 SEC 7 Legal Description . . . CASTLEGATE PH 1 SEC 7 BLOCK 2 LOT 25 Property Zoning . . . . PLANNED DEVL HOUSING Owner Contractor . . . . . . TWO RIVERS CONSTRUCTION 979 779-8152 Application number 07-00001409 000 000 Description of Work RESIDENTIAL, 1 UNIT DETACHED NEW Construction type . . . COMBUSTIBLE (UNPROTECTED) Occupancy type . . . . RESIDENTIAL-SFR/DUPLEX Flood Zone . . . . Special conditions . . 1.NEED TO RAISE Approved . . . . . . . ILS TO A/MIN OF 34" Baaiiaing Utticiai VOID UNLESS SIGNED BY BUILDING OFFICIAL 69.15' 0 M SITE PLAN SCALE: 1 "=20'-0" CASTLE GATE SEC-7 PH-1 BLK-2 LOT-25 BITTILDING PERMIT CITY UF-CO-LLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------- I ------------------------------------------ Application Number . . . . . 07-00001409 Date 5/08/07 Application pin number . . . 778688 Property Address . . . . . . 2410 STONE CASTLE CIR Property ID: 184200-1720-0250 R #. Application type description RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . CASTLEGATE PH 1 SEC 7 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL HOUSING Application valuation . . . . 219000 Owner Contractor ------------------------ ------------------------ TWO RIVERS CONSTRUCTION 414 A S. BRAZOS AVE BRYAN TX 77803 (979) 779-8152 --- Structure Information 000 000 SINGLE FAMILY Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . EXTERIOR WALL TYPE MASONRY IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT HEATED AREA 2998.00 INTERIOR WALL TYPE DRYWALL NUMBER OF BATHROOMS 3.00 NUMBER OF BEDROOMS 4.00 SEWER TYPE PUBLIC TAZ 441.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KW Permit pin number . 501171 Permit Fee . . . . 817.00 Plan Check Fee .00 Issue Date . . . . 5/08/07 Valuation . . . . 219000 Expiration Date . . 11/04/07 Qty Unit Charge Per Extension BASE FEE 460.00 119.00 3.0000 THOU BLDG, VAL 100001-500000 357.00 ---------------------------------------------------------------------------- Special Notes and Comments ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT ---------------------------------_-------------- ------ ---- BUILDING I�EP�F ;ENT �E: ------_--------- APPLICANT BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001409 Application pin number . . . 778688 Page 2 Date 5/08/07 Special Notes and Comments INTERRUPTER(S) 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 Garage ceiling must have 5/8" Type X sheetrock when there is Habitable space above the garage. 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 Hearth Extension Needed For Fireplace Opening <6 sq. ft.(8" side & 16" front) For Openings >6 sq. ft. (12" side & 20" front) ALL FRAMING SHALL COMPLY WITH 2O03 INTERNATIONAL RESIDENTIAL CODE PROVIDE ENGINEERED BEAM FOR GARAGE DOOR HEADER ATTACHED GARAGES SHALL HAVE ALL TOP PLATE AND HEADER PENETRATIONS SEALED 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. BUILDING APPLICANT BUILDING PERMIT CITY dF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Application Number . . . . . 07-00001409 Application pin number . . . 778688 Page 3 Date 5/08/07 Special Notes and Comments REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT THE MAXIMUM ALLOWABLE DRIVEWAY WIDTH MEASURED AT THE PROPERTY LINE IS 25' AND MINIMUM WIDTH OF 12' 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 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. ADD SMOKE DETECTOR(S) PER NOTES ON PLANS 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 BUILDING 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 . . . . . 07-00001409 Date 5/08/07 Application pin number . . . 778688 ---------------------------------------------------------------------------- Special Notes and Comments 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 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 Narrow Wall Bracing Fully Sheathed with 1 Side APA Garage Framing and Interior anchors and Bracing per plans. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER TAP 4" 350.00 WATER TAP 3/4" 400.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 817.00 817.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1567.00 1567.00 .00 .00 BUILDING D 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 . . . BUILDING D APPLICANT: 07-00001409 778688 Page 5 Date 5/08/07 TEMPORARY POLE PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 07-00001410 Date 5/08/07 Application pin number . . . 743840 Property Address . . . . . . 2410 STONE CASTLE CIR Property ID: 184200-1720-0250 R #. Application type description TEMP POLE Subdivision Name . . . . . . CASTLEGATE PH 1 SEC 7 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . PLANNED DEVL HOUSING Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ TWO RIVERS CONSTRUCTION 414 A S. BRAZOS AVE BRYAN TX 77803 (979) 779-8152 ---------------------------------------------------------------------------- Permit TEMP POLE PERMIT Additional desc KW Permit pin number 501189 Permit Fee . . . . 20.00 Issue Date . . . . 5/08/07 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 APPLICANT CITY OF COLLEGE STATION Planning & Dewbp rent Servicei APPLICATION FOR BUILDING PERMIT 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX WWW.CSTX.GOV ADDRESSS-/LLOCATION: �t'llO LOT ��✓ BLOCK a V SUBDIVISION 0 BUSINESS/OWNER NAME::. Foi fjcUseCC OyDATE T RREEG APPLICATION # 4Qq TEMP POLE # — 1 lO SEC/PHV PHONE: CONTRACTOR/HOMEOWNER: ��y,�v\�-\V`�(�S �JYI PHONE:—��"�3�� CONTRACTOR ADDRESS: \� S • ZSiRZfJS Y� , 1X i�i ELECTRICIAN: L keg6 _ PLUMBER: C-t? 1�1�nmb i n R HVAC: lCG r GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF ADDITION OVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION * SLAB ONLY DUPLEX (Landscape Plans) REMODEL/RENOVATION* SWIMMING POOL TENT/CANOPY DESCRIPTION OF WORK: PROPOSED USE: HOMEOWNER ASSOC IATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY/,STANDARD (TAS) PROJECT REGISTRATION# EABPRJ VALUATION: $ D 19,COO .00 TOTAL AREA: 2 1aO HEATED AREA: (Cost of Labor and Materials) ' I PUBLIC SEWER NUMBER OF BEDROOMS: ` ❑ SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS:_ �'' ll SEWER TAP: INTERIOR WALL TYPE: �(�/��G; ? SIZE \ 19 WATER TAP: ✓ ^ EXTERIOR WALL TYPE: Y 1 a SOY1 SIZE OTHER TAP: FOUNDATION TYPE: Sl OL SIZE TEMP POLE ROOF TYPE: �O �A_ f - GARAGE TYPE: SINGLE F_� DOUBLE FJ1 TRIPLE ATTACHED E:7� DETACHED F__] CARPORT SIGNATURE OF APPLICANT: *If proposed work involves new commercial construction or facade improvements/renovations to an existing commercial property, building elevations are required. Official Use Only n A Wr T r / Plans Examiner Zoning Official 1 e54-4 . WS Co=ents: AC,FZ •w 44cAa., X-s14..j � r NO �-1�[/l t n Icy Sid w/ ► S, C-u� MA FEEQ L4�� y4w�tif �--6 e�%,, a� �t�ss Gl-7-U I 1 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 PLAN REVIEW/PERMIT NUMBER# i-/ o DATE: o% BUILDING ADDRESS: I. Foundation Requirements- Minimum Ci Foundation Standards N K A. Concrete minimum compression strength of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier Emil. Poly min. D. Slab/beam or pier layout shown 1. Footings/beams are continuous over the length and width of foundation 2. Footings 30" exterior, 24" interior, unless over 60' long must be 30" 3. Spacing of beams does not exceed 15' E. Reinforcement details to meet minimum requirements 1. Slab reinforcement 2. Exterior beam reinforcement 3. Interior beam reinforcement 4. Masonry fireplace foundation reinforcement F. Wood foundation details indicated OK II. Framing: Floor, Wall, Ceiling and Roof Requirements NA/ A. Girder or sill dimensions, grade & species B. Floor joist size, spacing, grade & direction of span indicted on plans C. Treated sill plate or bottom plate D. Tenant separation in duplex OK 1. One -hour rated extending to roof deck 410K 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 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 size, spacing, rade 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 q 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 R. 18" Overhangs allowed on zero lot line, non-combustible perforated soffit only S. All walls within 3' of property line to have protected openings. III. Stairway Requirements OK K 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 N A. Hearth extensions 1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening ? 6 s . ft. extensions: 12" side & 20" forward B. Masonry fireplace requires 2" clearance from all combustible materials C. Chimneys must meet IRC Chapter 10 Requirements V. Electrical Service Requirements A. Electrical plan to include: NA/ 1. Electrical fixtures & switches indicated 2. Smoke detector locations indicated as required 3. GFI circuits indicated where required 4. Arc fault protection for bedroom circuits 5. Panel location 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 Re uirements A. Pressure reducing valve required when water pressure exceeds 80 psi N B. Plumbing access to bathtubs C. Means for thermal expansion provided when required D. Water heaters elevated 18" when installed in the garage or room directly off garage VII. Mechanical Requirements 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 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 N O Maximum drive width for residence is 25' combined for circular and 12' minimum for single Minimum 20 feet from driveway to side(intersecting) street property line sight triangle Driveway access to lesser street for corner lots Subdivision Regulations — Ordinance 690 N Approved subdivision Plat filed Flood lain Regulations — Ordinance 1301 NA/ Does not block any water course or divert any flow Elevation certificate needed A/ K "APPROVED PLANS PER IRC SECTION R106.3.1." PLANS EXAMINER ,,5'- (-,o 7 DWrE