2007-P11300 - new structure - Laserfiche WebLink

Home Browse Search

� . � . � Job Name: CUSTOM STRUC Truss ID: C2 " ty: 1 JID: 351249 BRG X-�OC REACT SIZE REQ'D TC 2x4 SPF #1/fR-CAN Web bracing rec`uired at each location shown. UPLIFT REAQION(5) : 1 0- 3- 0 2383 6.00" 3.74" 2x6 SPF C1650F1.SE 1-2, 10-11 � See standard details (TX01087001-001 revl). Support Main Wind Non-Wind 2 37- 9- 0 2349 6.00" 3.68" BC 2x6 SPF C1650F1.SE Plating spec • ANSI/TPI - 1995 1 -92 16 BRG REQUIREMENTS shown are based ONLY 2x4 SPF #1/#2-CAN 14-18 THIS DESIGN IS THE COMPOSITE RESULT OF Z -91 16 on the truss material at eath bearing WEB 2x3 SPF #1/#2-CAN MULTIPLE LOAD CASES. This truss is desiyned using the MAX DERECTION (span) : 2x3 SPF STUD-CAN 2-13, 13-3 IF HANGERS ARE INDICATED ON THIS DRAWING, ASCE7-98 Wind Specification L/999 MEM 18-19 (LIVE) LC 1 19-9, 19-10 THEY ARE BASEU ON 1.5" HANGER NAILS FOR Bldg Enclosed = Yes, Importance Factor = 1.00 L= -0.24" D= -0.14" T= -0.38" Lumber shear allowables are per NDS. 1-PLY AND 3" HANGER NAILS FOR MULTI-PLY Truss Location = Not End Zone cuiiicn�neMeea Foa[es: IRC/IBC truss plate values are based on GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Hurricane/Ocean Line = No , Exp Category= B TC COMP. DUR. / TENS.<DUR. CSI i-z -a699 1.15�/ 175(1.60�0.54 testing and approval as required by IBC ll03 HANGERS MUST BE RE-EVALUATED (BY OTHERS). Bldg Length = 99.99 ft, Bldg Width = 50.00 ft z-3 -33v<i.is / v5 1.60)o.ea and ANSI/TPI and are reported in available Loaded for 10 PSF non-concurrent BCLL Mean roof height = 14.48 ft, mph = 90 3-4 -333e<1.15 / iv7 1.60 0.67 documents as ER4607 and ESR-ll18. Drainage must be provided to avoid ponding. TPI Standard Occupancy, Dead Load = 10.2 psf a-5 -2iae(1.15 / ias 1.50�o.7a Permanent bracing is required (by others) to Designed as Main Wind Force Resistin S stem 5-6 -1814(115 / ze9(i.co)o.s� revent rotation/to lin See BCSI 1-03 - Low-rise and Com onents and Cladd9n Y 6-7 -1a1a(1.is�/ 16v<i.co>0.3� P PP 9• P 9 7-s -ii35(i.is)/ 289(1.60)0.76 and ANSI/TPI 1. Tributary Area = 83 sqft 8-9 -3262(1.15)/ 7i3(1.60)0.65 --LOAD CASE #1 DESIGN LOADS --------- 940 -3240(1.15)/ 204(1.60)o.es Dir L.PIf L.Loc R.PIf R.Loc LUTL 10-11 -4599(1.15)/ siz(i.5o)o.s2 TC Vert 104.00 - 1- 6- 0 104.00 0- 0- 0 0.67 BC COMP.(DUR.)/ TENS.(DUR.) CSI TC Vert 84.00 O- O- O $4.00 3S- O- 0 0.83 iz-is -z3s<i.so)/ azea(i.is)o.�o TC Vert 104.00 36- 0- 0 104.00 39- 6- 0 0.67 is-ia -aa<i.eo>/ ie�s<i.is)o.sa BC Vert 20.00 0- 0- 0 20.00 36- 0- 0 0.00 14-15 -34(1.60)/ 1978(1.15)o.n T e... lbs X.Loc LL/TL Fastener 15-16 / 1736(1.15)0.65 • YD 16-17 / 1730(1.15)0.66 T�V2f't 6�.� - 1- 6- 0 1.00 v-is -at(i.5o)/ 1956(1.15)0.72 TC Vert 60.0 39- 6- 0 1.00 18-19 -41(1.60)/ 1956(1.15)0.32 BC Vert 20�.� 4- 0- 4 0.67 1940 -267(1.60j/ 4207Q15)0.59 BC Vert 148.0 34-10-12 0.67 WB CQNP. DUR. / TENS. DUR.> CSI 2-13 -1621 1.15�� vz�i.w>o.e� REPAIR- 3-13 -360fi.is3� iez�i.co;o.is THE T.G IS BROKEN ]UST RIGHT OF ]OINT 2. 4-13 67 1.60/ 1075 1.15 0.37 a-u -se3(i.is)/ iiia.so>o.ss ALL PLATES, UNLESS OTHERWISE NOTED, s-is sc i.co� a�s i.is o.ie 2_0-1 7-7-4 5-4-2 8-0-0 5-4-2 7-7-4 -0-10 5-16 -94 i.co�/ zi9�i.is3 o.ae P I I F I �1 MUST BE INTACT AND PRESSED IN THE 6-16 -304(1.15)/ 80(1.60)0.33 � 1 2 3 4 5 6 7 8 9 'fIN � WOOD PER TPI. 7-16 -88(1.60)/ 23J(1.15) 0.17 7-17 -44(1.60)/ 452(1.15)0.16 s-v -s3a(i.is>� ui�i.co,o.so 4.00 10.00 7.07 -7.0 -10.0 -4.0 * ADEQUATELY SUPPORT THE TRUSS 949 -362(1.15j% ici(i:6o)o:i9 WSXB UNT�IL THE REPAIR IS COMPLETE. io-is -vsv�i.is�/ 182(1.60)0.95 W5X8 W2X4 * APPLY TWO (2) LAYERS OF THE GUSSET MATERIAL SPECIFIED WITH SIMPSON 1/4" X 3" WOOD SCREWS (OR EQUIVALENT) AS SHOWN. W6X12 W6X12 THE SCREWS MUST BE EVENLY DISTRIBUTED THROUGHOUT AND NOT CLOSER THAN 1" FROM 21 SDS �5 SDS THE MEMBER EDGES. A�LOW 3.5 SQIN/SCREW MIN. * USE OSB OR PLYWOOD-MIN. SPAN RATING (24/16). 10-9-3 1/�16X6 WZX W2X4 11-1-13 " THE SCREWS SPECIFIED ARE TO BE APPLIED SHIP TO ONE FACE THROUGH BOTH GUSSETS SDS WSX$ (DO NOT SCREW IN LAYERS). W6X6 CENTER THE GUSSET(S) IF THE WSX8 SPECIFIC PLACEMENT IS NOT i I SHOWN ON THE TRUSS JOINT(5). 0-7-3 Wqhg W4X6 W6X6 W4X6 W4X8 0-7-3 B1 21 SDS g SDS S=WSX8 S=WSXB B2 W:600 3/4"X 48"H X 72"W GUSSET W:600 R:2383 I 2-LAYERS,ONE FACE 38-0-0 I R:2349 U:-92 • U:-91 _� 2oop 1as# '� i nr.ki x� c t Hnrv riiai „ns ri ,,,,ri:- 38-0-0 C'IFIC;�IIC)\.CIR KF:PORT\1';�5 PKF.PAHPD 12 13 14 15 16 17 18 19 20 �;1 �iF OR UNUE:R M1 DfNEC'7 SLPER\'i�Nt\ :t1U'1'NA7'I AM1i A D61.V RF:GIS'1'F.ItF:I�I'Ht�- f E:SSIUNAL ENGINEER l'�DER THE L:1�'�� IIf 'fHERT'A3f:0�\I1� 'S lA. .............»..�................. ............. ........._.... C,k;,AI,TER A77 connecror pl�tes�rc Trvm1 20 pa. un7ess prcteded by"Y"for Wve 20 pa., 'NS"for XS 20 ya., "5`for SS ld pa. frar Alpine; �� N F.(:159'It9l'Ifl\\U.21Yh6 or prcceded by'IIX'for 7MIX 20 pa. or'N"for 16 pa. fro�Truswl, positioned per)cint Deuil RepoKs. Clrcled 01+[es and f�lse �/�/��//�007 fr�me 01�tes are posldoned�s sham a6ove. SMft 0+61e stud 01�tes[a arold overiap wiM strvctural pLtes(or st�ple). L L FOR:143-Villaume Ind.Inc. R �N Read all notes on this sheet and give a copy of it to the Erecting Contractor. c�5c: sTocK MONTROSE 2926 Lone Oak Circle Tn�s aes�9��s ro�a��a��d�ai e��ia��9 comPo�e��ocouss sys�em n nas bee�basea o�sPe��r��aoo�s P�o�meo eyme�omPo�e�t ma��ra�m�e� WO• Dri ve_P_201960_L00005_]00001 �.Pa�l,MN 55121 and done in accordance wth the current vervons af TPI and AFPA deaign stanGards.No resGunsibAiN Is asaume�l for tlimensional eccuracY.Dimenaions aretobeveritietlbythecomponentmenufacNrerenNorbuildingdesignerpriorto/ebrica0on.ThebuildingdesigrermustasceReinthattheloeds Dsgnr: SJS #�� = 1$ l+R: 266# T R U S WA L u0lizetl on this deagn meet or exceed the loaeing ImposeA hy the local huilding code and the paNcular appllcetion The design assumes Ihat ihe top<hord TC Li ve 35.00 psf Li veDu r �=1.15 P=1.15 By. is laterally braced by Ihe roof or�oor sheathing an0 ihe bottom c�ord is latemlly braced Ey e rigid sheathing material Cirectly attached,unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 noted.Braang s�own is for lateral support of componenls members only to reduce buckling IengM.This componPnt shall no�be placed in any � SYSTEMS `/ronmentthatwillCauset�emoisturecontentof�hewo0d�oexceedl9%anE/orcausecOnneCtorpleterorroeina Fabricate,hande,install TC Dead 7.00 psf Rep Mbr Bnd / Comp / Tens and brace[his Imss in accordance with the fdlovnng standards�.'Joint and Cuttlng Detail Reporta'aveilaWe as out�ut fwm Truswal sofCnare, BC Ll V2 0.00 psf 1.00 / 1.00 / 1.00 RIM�BuildingComponentsG�oup,lne. �qNSI/TPI1','WrCA1'-WoodTrussCouncilofAmencaStandardDesignResponsibilities,'BUILDINGCOMPONENTSAFETVINFORMATION'- BC D2dCI 10.00 psf O.C.Spaeing 2- �- � Il�S Northpark Dr.S[e.102,Cob.Spgs.,CO B0907 (BCSI 1-03)and'BCSI SUMMARV SHEETS'by VJTCA and TPI.The Truss Pla[e Instl[ute(TPI)is loca[ed a[583 D'OnoMo Dnve,Madison, TRUSPLUS 6.0 VER: T6.5.6 Wsconsin53719.TheAmencanForestandPaperAasociation�AFPA)islocatedat111119thStreet,NW,Ste8C0.Washington,DC20036. B�CIJ COd2: IRC-ZOOO DEFL RATIO• L/240 TC: L/24 /3s�8 �` ��