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HomeMy WebLinkAbout064-180-010i Floor Components: O Roof Components: s .. ifOMEWOOD,aftV ==I-h-h1qhb O LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 Phone: (916) 652-4655 Fax: (916) 652-3860 O MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 Truss Desigi-mw-&L S ittal Designed By: Date: ' Technical Representative Bryan Wagner March 3 2009 Bryan Wagne An enclosed drawings a Client Mitchell's Building Supply Office Fax: IL 1 a 11 1 cups la -1 lul I,ICI lucil VI UCI Plan: Floor Components: O Roof Components: O Work Order # 0130309 Project 20 x 20 Magalia, CABUTTE OUN Site Phone:BUILDING 'Bt Site Contact:APPR O Original Submittal H O Complete Revision LU O Partial Revision: Replaces individual drawings 0 Addition: Add to Original Submittal 0 0 N 20-0 Q DINS /JSJOj APPRVV5 20-0 SALES RE! }.BCD. WO# 0130309r Roo £ l i n e 33D L a y u t DUE DATE Q a D DSGNR/CHKR APCD / AMCD Date 3/3/2009 13:56 TC Live 30.00 pcf DurFac-Lbr 1.15 r ��L.�� ��n T U H M /•`\\ L TC Dead 7.00 ps£ :g 1.15 DurFO.C. U� U{^U\ aC Live o.00p3f 4. O.C. Spacing 24.0 SpPltacing v 1C Dead 10.00 psf Code : TPI -}— TY1 � S Y C L L L �+ r.7 Total 47.00 psf STr/MCfg : 11 / 2 Job Name: 20'x 20' G Truss ID: T1 Qty: 9 IRC X -LOC, REACT SIZE REQ'D TC 2x4 DFL #1 i Itr. Designed per ANSI/TPI 1-2002 UPLIFT REACTION(S) 1 0- 1-12 1402 3.50" 1.SO" BC 2x4 DFL pl This design does not account for long term Support C&C Wind Nan -Wind 2. 11-10- 4 1402 3.50" 1.50" WEB 2x4 DFL STANDARD time dependent leading (creed). tullding 1 -Bi lb IRG REQUIREMENTS shown are based ONLY Lumber shear allewables are per NDS. Designer must account far chis. 2 -86 lb is the on the truss material at each bearing THIS DESIGN IS THE COMPOSITE RESULT OF Refer to Joint QC Detail Sheets for This truss designed using CIC -07 / ASCE7-05 Specification MAX DEFLECTION (span) : MULTIPLE LOAD CASES. C4 factors and Rotational Tolerances. IRC/IBC truss values are based on Bldg Enclosed - Yes, Importance Factor - 1.00 L/931 MEM 4-5 (LIVE) LC 22 L- D- -0.12" T- -0.38" IF THIS TRUSS IS CARRIED IN A HANGER, THAT IS BASED ON 1.5" HANGER NAILS FOR plate testin and approval as required by IBC 1703 Truss Location . Not End Zone -0.25" CRITICAL MEMBER FORCES: HANGER 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY and AN I/TPI and are reported in available Hurricane/Ocean Line No Exp .Catelory . C 20.00 ft, Bldg Width - 20.00 ft TC COMP.(DUR. / TENS. DUR.) 1-2 -3447(1(1.153/ lii((r(1.W) CSI 0.52 CARRYING MEMBERS. IF 2.5" GUN NAILS ARE document ESR -1118. Bldg Length . Mean reef height - 11.41 ft, mph . 8S 2-3 -3355(1.15)/. 142{1. i0) 0.55 USED, THE HANGERS MUST BE RE-EVALUATED Loaded for 10 PSF non -concurrent BCLL. BCLL ASCE7 II Standard Occupancy, Dead Lead - 12.i psf 3-4 -3315((1.15))/ 142((Lio)1 4-5 -3447 1.15 / 116 1.60 o.ss 0.52 (BY OTHERS). LUMBER VALUES. Leaded for 200 lb non -concurrent moving ASCE7-05 SNOW LOAD DESIGN CRITERIA: Designed as Main Wind force Resisting System 7. DD psf PLATING BASED ON GREEN 20 sf bottom chord live load NOT required P 58 psf, Ce -0.90, I -1.00, Ct - 1.10 - Low-rise and Components and Cladding BC COM►.tWR.)/ 7EN5.(((DUR. CSI' t-7--i1M'61/ 3211 1.is o.te. on t is truss per IIC/IRC requirements for ;fmin . 20 psf Tributary Area . 40 sAft is iifi:si i izii iris i:u attics with limited storage. CIC -07 DEFL RATIO: L/240 TC: L/240 WB COMP.(WR.)/ TENS.(WR. CSI - 2-7 -677 1.15 / 71 1.60 0.05 7 -31 1.f0 / 1371 1.15 0.61 -t -31 1.60 / 1371 1.15 0.61 - 4-9 -677 1.15 / 71 1.60 0.05 t 10-0-0 t X0-0-0 1 2 13 4 5 `�'�' 3.00 -3.00 ... LryIK V f.� 6X6 11121.5X3 1.5X3 2 3-0I-10 I 3X10 3X10 I SHIP 1 = = 1 0-3-12 4X5 4X5 0-3-12 FESSi 51 ez tRO W:308 ti R:1402 R:1402 U-86 UAS ' I 2M-0 . f 27 0 m 7 I 9 G X . rune 0, 200�J CIVIL chL+��� All Comm~ Plates are Trusuel 21 p. eaiess preceded by -N' for Maw ZI pa., 96' for K 2e pa., -S' hr SS 18 ga. fran Alpine; or by 'PK' for ThW 21 P. or -N" fir 16 po• frost Trvsnal, positioned par joint Retail Reports. Circled plates and false Q/Q/�oo(,� preceded franc plates are positioned as shear- skew. Shift pails std plates M avoid overlap With structural plates (or staple). V VV vv 268 - Homewood Tgr WARNINGRead all notes on this sheet and give a copy of It to the Erecting Contractor. Cust: Mitchell's sui 1 H ng Supply js This design in ter an I ej teusl capon, somponent net wes system. n h.s soon based sn .pe.ln..sw. t..,w.c N she «mw»m n-faowror W0: Drive -3_0130309-L000 ® apo dens in anwden with tesur-era wnsians d TPI and AFPA design staMmds. No reopwlN6ARybessumodfwdimondendassun y. Dimensions Dsgnr: BW #LC - 45 WT: 97# am b be vwtbd by the eempenent memAassurer andrw b llding designer prow b fabMMlen. Tho banding design- must aspeNln tot Me bads ur�ed.n t ie down mast or closed we b..ng Imposes! to Ileal building and the perwuloc "OM@w t. The design assumes that the top @I ad TC Live 20.00 psf Li veDu r L=1.25 P-1.2 5 T R U S WA L Is- Iy biomed by me roof or flew shoo" and the berm.nad b we ally wand by a Mid .hemming mwend ek9sy mood", unless otherwise TC Snow 40.00 psf SnowDu r L-1.15 P-1.15 noted. Bracing shown Is for lateral euPpwl of sa npenads membom any M Muse bmkling length. This sompenam shot ret be Nonmed in any TC Dead 14.00 psf Rep Mb r Ind / Comp / Tens ® SYSTEMS om4W- mot wit e"'ee me mob''"` nnbnt of Io wad w sassed 13% arww..u.e ewincw plate est solos Fabrfmto, in , Install BC Live 0.00 psf 1.15 / 1.10 / 1.10 apo bade No trust In somnolence wNh me falim g sWAads:'JNnt and CuWng nkat Reporlf milable as output from Truswal oeftwom, IC Dead 7. DD psf D.C.Spacing 2- 0- D RM Building Components Group, Inc. ANsvmi,WTCA1'•WsedTm,nCer"NINAmanaeSbndadDesignRespensibilities,'IUNDINOCOMKMENTSAFETYIIFORMATNM• ' 4445 NeMperk Ir. SM. lot COAL Sys. CO SM7 (BCSI 1-03) sed SCSI SUMMARY SHEETS' y WTCA and TPI. The Tow Plata I otxute (TM) Is letsted at 593 D'Onefrb Drive, Madissn, Bldg Code: CIC -07 DEFL RATIO: L/240 TC: L/240 TRUSRLUS 6.0 VER: T6.5.9 wis-raln53719. Th. A-I.tion(AFPA)Is' atI1111/MSt,-LMW,St.I",Wmshingbn,DC20036. MNn Job Name: 20'x 20' CRITICAL MEMBER FORCES: TC 2x4 DFL #1 IC 2x4 DFL #1 CIL ALK 2x4 DFL STANDARD Refer to Joint QC Detail Sheets for Cq factors and Rotational Tolerances. IRC/IIC truss plate values are based on testing and approval as required by IBC 1703 and ANSI/TPI and are reported in available document ESR -1111: Loadedfor 10 PSF non -concurrent BOLL. Loaded for 200 lb non -concurrent moving ICLL ASCE7-05 SNOW LOAD DESIGN CRITERIA: I- 5i psf, Ce -0.90, I -1.00, Ct - 1.10 fmin - 20 psf PLATING BASED ON GREEN LUMBER VALUES. 20sf bottom chord live load NOT required on this truss Per IBC/IRC requirements for attics with limited storage. Truss ID: TG Designed per ANSI/TPI 1-2002 This design does net account for long term time dependent leading (creep). Building nerTHISSDISIGNmust I5 THEcount COMPOSITEforthisRESULT OF MULTIPLE LOAD CASES. IF THIS TRUSS IS CARRIED IN A HANGER, THAT HANGER IS BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY CARRYING MEMBERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). May use adequate staples for able blocks. BUILDING DESIGNER MUST VERIFYILE LOADS AND EAVE LOADS, IF APPLICABLE. THIS TRUSS IS DESIGNED TO SUPPORT THE LOADS SPECIFIED BASED ON THE O.C. SPACING AND ANY ADDITIONAL LOADS SHOWN. [+I gable bracing required 0 50" intervals, i exposed to wind lead applied to face. See "General Cable Details', C002065035. Qt 2 This truss is desi ned using the CAC -07 / ASCE7-05 specification Bldg Enclosed . Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line No Exp Category - C Aldg Length - 20.00 ft, Bldg Width - 20.00 ft Mean roof height - 11.41 ft, mph - 85 ASCE7 II Standard Occupancy, Dead Load - 12.6 psf Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area - 40 sgft C) --0�---i Ih d N ti4��� f f if 20-0.0 �� �� i ,•+�Ljp 11 t(i 1 �jl J - i#tJ3J �fll� 1 2 3 4 5 fi 7 i t 10 11 12 13 3.00 -3.00 T 3-0_10 I SHIP = 1 0-3-12 710N 3/3/2009 Cust: Mitchell's Building Supply W0: Drive -3-0130309_1-000 ; Dsgnr: BW #LC = 4S WT:103# TC Live 20.00 psf LiveDur L=1.25 P-1.25 TC Snow 40.00 psf SnowDur L-1.15 P=1.15 TC Dead 14.00 psf Rep Mbr Ind / Comp / Tens BC Live 0.00 psf 1.15 / 1.10 / 1.10 IC Dead 7.00 psf O.C.Spacing 2- 0- 0 Bldg Code: CBC -07 DEFL RATIO: L/240 TC L/24( OVER CONTINUOUS SUPPORT 20-" 14 �15 1Gg 17 1i 1iQ 20 21 21� 22O 23 244- 25� 400 th t,'h q tg, P 1 2000 1 TYPICAL PLATE :1.5X3 OVER CONTINUOUS SUPPORT or- Aer11 esnneebr Plates are Truseal 28 go. enless Preceded by 'N• for Maw 2e Pa., •HC• /Or p6 II Pa„ •S" Rr SS It Pa. frac Alpine, SY pint" Rr TbRT 21 pa, or N• fir li Pa, free Truswal, positiend Per hint Detail Reports. Circled plates an/ false froao Plates an 268 - Homewood Tru 0rs/t1sed as slaw, antes, Shift ea97e stud Plates to amid *mrlep with structural Plates Cor step)*), WAfRead all notes on this sheet and ive a Copy peg of It the Erecting Contractor. ThisreslBn N for InrMrwl an buRrY,g unntpenrnl not Bur syMem. 9r hleen based hason spoclfsyWro pmvM.d by 9r somparem smAactumr t M ant Mrte H aeserrrw w9h ttr •snort waYwr of TM are AFPA 4dPt MaMarra No mpwrMNly Y assumed fOr rimemiwel aowser:y. Bnrn.wr em M be %err" by w swnwor t msn/arser arMhr busting deeyrer P"oe r fabdrten. The bulleno resignw must somMaln Met 0r Deers this design most w-.esd om low", psr� by the Mm MRding "it* arM 9r T R U S WA 1- Y INtm,.n ►arWuhar appAcatiem The Nsir assumes 9rt 8» top NMN ly bossed by am mef or flow sles" en/ 8e beff m.herr k laterally bmsN by a ARN "at" moerW rb*Mhy attached, unless otherwise ® SYSTEMS neer. BnwkV shown Is for Istord suppwt eresmpererVA MW"bem oily a mruoo busk*V IanoL rk ewnpwem shd res be pl■mW In any —o-mfttwo ca a v. moim.ea-- *o of a wood to emsed 0%srevwtau" /TIIOf NuIlding Components Group, Inc. II*8 Mw*"P-k e mrdwwts awrodom Fabrwwe, hen.le, Iretall Not bmes Des bur In..serrates with go lei" ota,rsrro:',tObt are Cutbig Been ROpwils' available as output f om Tnww.l ssnwom, 'ANSVTPI I%%TCA V- Weed Tows C -arch of Amerlsa Smrearr Design ReapemSsmes, SUIDING COMPONENT M. Sm. Ill Ce/O. SPBs, CO 8007 TRUSPLUS 6.0 VER: T6.5.9 SAFETY INFORMATION'. (SCSI 143) ere SCSI SUMMARY SHEETS' by WTCA esu TPL The Trur lost. bWeute (TPO Y located at 593 WOrrfrlo Dred, Mr shwL Wbesrtsin 5371!. The American Forest "paper Associa9sn(AFPA) A Nested at 1111191h Slmet, NW, 319 1100, Wast"m. OC 20036. T 3-0_10 I SHIP = 1 0-3-12 710N 3/3/2009 Cust: Mitchell's Building Supply W0: Drive -3-0130309_1-000 ; Dsgnr: BW #LC = 4S WT:103# TC Live 20.00 psf LiveDur L=1.25 P-1.25 TC Snow 40.00 psf SnowDur L-1.15 P=1.15 TC Dead 14.00 psf Rep Mbr Ind / Comp / Tens BC Live 0.00 psf 1.15 / 1.10 / 1.10 IC Dead 7.00 psf O.C.Spacing 2- 0- 0 Bldg Code: CBC -07 DEFL RATIO: L/240 TC L/24( a .-.of Conformance ..Certi ic te. Certificate ' 054074 THIS l; 76 •CERTIFY that:the glued laminated timber products Identifl©d with n collective mark of ,Erngir7,oered Wood Sysfems (EWS) were manufactured' In accordance with.the applicable standards and associated specifications indicated below: ANSI Standard Al 90.1-1992,'. For Wood Products Structural Gluey LarninatedTimber . i NER-486 Glued Laminated Timber Combinations And "GAP" j Computer Program For Determining Design•Stresses I : AITC 117-93 — Manufacturing— Standard Specificatlbns For Structural . Glued Laminated Timber Of Softwood Species `lT !S HERE=BY CERTIFIED that the AFA EWS trademarked structural giuod laminated timber members ed were produced.in a manufacturing facility subject to regular audits in accordance with the InspErigection th Wood .Systems (i~Ws) Quality Assurance Program: Routine audits include inspection of the manufacturing process and evaluation of the In -plant C1A program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. � . •::•�;;*yyx*tt7�111 til! .. p P �N�� �f+�' °M ' by T Thomas G. Williamson Executive Vicb President k9 H IN ,ANG/NEfRER WOOD SYSTEMS IT a rowni corperatttn 9f APA •-THE ENu'1NEERE0 WOOD ASSOGUYION 70i+s.utn 1?tn sv..t • P.O. D*x 11''00 • TaC*MIt, WA *8411.0700 Tfloph#M: 1259) S65•6ioo • Fax Numloor: (259) MS•7205 i �z�H,-1 SNS.SRt]Ot*i I�� '314 T0, 9016 [+ gT LZ -ht 1007/ 0/L[t PERMITS O9'yL9 a_ ._. ,, _ �� ASSESSOR'S �- 5 _ - X40 A PARCEL# Q� , THE 2007 CBC, GMC, CPC, i BUTTE VOAA''�/ IY t T7tJ?ING; :. OEC, AND 2005 CALIFORNIA pp Q� t j , J Q BUILDING. - ISIOI ' ENERGY STANDARDS AS - J i i X Y� r K {t4F. k'" w s r E o a 3 a t , t at Y . — "1 l a rn .. r 07 7 „ - 3 a t , t at Y . — "1 l a rn .. r 07 „ - , Irt : _ y t _ y ti : _. r I -09, Itai i _ 1 C : Cw Ec wr�RovEo BY: ,: _�. DRAWN Je _ A1 4 .. REVISED REVISED _. laWarehouse ull _ Mitchell's B38 10 1 N4�1"et��(3.."`'i_:EU tA[t.7G �h a'TC�tA•{r.... 0 �.38 , �.ey, �. 9�s48 1033 5 .1 r —__ .. _ L DRAWING NUMBER *AT OWNER E3p-#6f-!�!03r A P N OZ.