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Home My WebLink About063-180-020wsL d int s tL a int c e Monte Call - 793 Camellia Dr - Paradise, CA 95969 T IR, U S S ]EN (Gr l(N]E]EIR, l[N (G McLaughlin Residence Repair Engineering r 1, 9 1^709 ;� �-T fes. � i; ,� 2"1� o BUILDINGIVB DNS APPROD �*p c/,70 Western Wood Fabricators (916) 991-4461. Truswal Systems (800) 332-4045 f BUTTE'S COUNTY JAN 16 2006 DEVELOPMENT SERVICES „, 1 Job Name: imclauah Truss ID: N7FIX Drwq: BRG X -LOC REACT. SIZE REQ'D TC 2x6 DFL #2 1 33- 7-13 878 5.50" 1.50" BC 2x4 DFL lit 2 47- 4- 4 868 3.50" 1.50" 2x4 DFL STANDARD 7.2 BRGREQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD on the truss material at each bearing 2x6 DFL 02 3-8,94 TC FORCE AXL BND CSI 1-2 -374 0.00 0.20 0.20 2-3 -449 0.00 0.37 0.37 3-4 -850 0.00 0.37 0.38 BC FORCE AXL BND CSI 5-6 207 0.00 0.04 0.04 6-7 108 0.02 0.05 0.07 7-8 9 0.00 0.30 0.30 8-9 -207 0.00 0.30 0.30 PLATE VALUES PER ICBO RESEARCH REPORT #1607 PLATING BASED ON GREEN LUMBER VALUES. WEB FORCE CSI WEB FORCE CSI 6-2 -505 0.36 6-8 658 0.29 1-5 -851 0.46 3-8 -195 0.04 1-6 966 0.43 4-8 691 0.31 3-6 -499 0.47 4-9 -832 0.06 Web bracing required at each location shown. ® See standard details (TX01087001.001 revl). "[PM]=PLATE MONITOR USED -See Joint Report" Plating spec : ANSIITPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL. End verticals designed for axial loads only. Extensions above or below the truss profile (if any) require additional consideration (by others) for horiz. loads on the bldg. ISSUE: As -designed N7 truss needs to be 47-6-0 total span. REMEDY: Attach N7FIX truss to N7, one to each face, with 10D BOX nails, spaced at 6" O.C. to all matching truss members. 10-4-3 9-0,3 B, 3 4 0 MA10_1b " 'w 3-5 2.5-4 10-4-3 SHIP T -1-10 1 B2 2-3.7 14-0-1Mg-8 33.533.5_5 67 8 9 1-01-0 0 STUB STUB UPLIFT REACTION(S): Support 1 -45 lb HORIZONTAL REACTION(S): support 1 -206 lb support 2 -206 lb This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line- No , Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 48.03 ft Mean roof height = 13.49 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psf MAX DEFLECTION (span) : L/999 MEM 7.8 (LIVE) LC 15 L= .0.06" D .0.06" T= .0.12" =_=== Joint Locations 1 0-0-0 6 2.5-3 2 2-5-3 7 2-5-3 3 8- 9-15 8 8- 9-15 4 14-0-15 9 14-0-15 5 0-0-0 11/13/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.' Eng. Job: EJ. JOB#: 91299 7h;..rk.m"L,,i,rm,i,d&Wdurd huudu,x<,,,,,/x,,,r„r,,,,ur,,.c.,u,rn,. nlx„Henn hr,.,rdr,,,.,7,rcfcrnh n.,pr,,,.id.d hvdre............r,,,m�f....,rrr Chk: EC Truss ID: N7FIX ® ud dmr iu „rw d„urr ..•;d, a,r ,urrr,u rrr.,tuu, ,fn'l uud: udsl dr., y„ ..„udurd.,.:cu , r.,pr,.,inn;ry L, ,,,.,,,,urd rr dh„r,,.,h,u,d urr,.r,.y. niu,r,,.,nm., Ds g n r: M C n, r ifl l hr Ih. ru,,, our„, u,mu f,rwrrr uu,hsr Hud In y dr.,ivurr / r;ur ,u f,nrirunuu. 7r,r nmrdmx des„rr uu,.,, u.,crnuiu duo 4,u loud., hr „ TC Live 40.00 psf DurFacs L=1.15 P=1.15 „mi:rd""'I'mdr.dp,,,,rr,r reared,rh,r,li,,,;,,,p.,rdhrd,rhdh.dtli„xrr,rrr 0thr'-dodr,rrh,,uy,ch,.•d WESTERNWOOD r r.,lr,,r„rl hrr rd prd,rr„ Jur/lmr.drrmhingnndrhrh",r......hi„x,,,r,rr;,ddi„Y.,,"„u„rhrd.,,nlr u,m1. nru,iux.,hur,.i.,f,rlmenul.,,,/,/,ur„fr,u„p,urm.,u,ru,hrr.,u„Ir,„rr,m„rnurad„ylru�,l,. 7M.-u,/.,u......hullu,xhr�lu,„l;uu,(r TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORSrh,,,.r ill ru,,.,rwr,u.,r.,,urrn,,,,u f1h,•:,„„I.,ra,•rdrvxu,.M. ru,,.,rcu,,, r, r/,rurn n,.,;uu. luhriru,r.hu"dlr.i-dl BC Live 0.00 psf O.C.Spacing 2.0.0 uuJ hrv,ce,his'rru.v,inr,ex,rdn„cr u• id, lhefdlmri„x s,nn,f I,, 'JU/N71)F.T.-1/1 S'by Tru ,d.';IA'S•/:779 I•• *117C':1 /'. II1um/7ru (i, it ,J•bnrrlcn 9mu/urd Duriyn ltra7xn.rihili,ir.v, 'MINDld:S'G INSTALLINGAN'O Lk -ICI •U:1/n>u. P/A TF ('U:VXECT3D 11 aoD THUNNEY BC Dead 10.00 psf Design Spec USC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . //!//f-Yll nnr/'///U-Y/.S(ia Ll /.dRl'S'///iEl'hv ll'1. ihr 7rar., lYn,r hwim,r (/'P/l ;.vhrem,dm 0Y) f i.,Ori,r.:l/nrh's,,,,. 11'i.,c,n,dn 53719. r-' Thr:1,uriru„A,rr.wu,,,/Mgp d-d14111(:uac)is/11Indo,uul9,hSo-r�,,wli.9rs00uhsh;ug,uu.00'30034. TOTAL 62.00 psf SegnT6.5.41 - 26464 sign Truss Take -off Design & Sales e&rsi stance Monte Call - 193 Camellia Dr (530) 811.4132 Off ice Paradise, , CA 95969 (530) 811.4132 FAX TRUSS ENGINEERING McLaughlin Residence 11 o(�^ ('709 BU 7 '�— �, a i,y \a✓ BUTTE I SUN 9 ; COUNTY JAN 16 2006 APPROVED d DEVELOPMENT 7107 M SERVICES aj Western -Wood Fabricators (916) 991-4400 Truswal Systems (800) 322-4045 Imrl� lmml W'_ m I B ;4p " I - 3 C 2 G ' z m LA mi n m,--, 2 i �- lob Name: jmclaugh Truss ID: Al Drwa: TC 2x6 DFL #2 BC 2x4 DFL #1 GBL BLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Gable verticals are 2x 4 web materiel spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 40 psf live load and 12 psf dead load. Additional design considerations may be required If sheathing is attached. [*) Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"Intervale. Bracing Is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads. Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. - PLATE VALUES PER ICBO RESEARCH REPORT #1607 Permanent bracing Is required (by others) to prevent rotation/toppling. See SCSI 1-03 and ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. I 7-9-0 17-9-0 I 1 2 3 4 5 6 78 9 10 11 12 10 00 -10 00 5.5 5.00 I-5� 00 12 0 + I 7-3-6 I UZ-0 I 15-6-0 7-1.8 13 14 15 16 17 18 1920 21 22 23 24 r TYPICAL PLATE: 2-4 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line - No , Exp Category - B Bldg Length - 90.00 ft, Bldg Width - 16.50 ft Mean roof height - 12.62 ft, mph = 80 UBC Standard Occupancy, Dead Load - 15.6 psf LOAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 124.00 -1.2- 0 124.00 0. 0.0 0.65 TC Vert 209.00 0.0.0 264.00 7.9. 0 0.71 TC Vert 254.00 7- 9- 0 209.00 15. 6- 0 0.70 TC Vert 124.00 16- 6- 0 124.00 16- 8.0 0.66 BC Vert 20.00 0-0-0 20.00 15.6.0 0.00 8-0-5 SHIP I0-7-7 _ __ Joint Locations =-= 1 0-0.0 13 0-0.0 2 2.8-0 14 2.8.0 3 4.0-0 15 4-0-0 4 5.4-0 165.4-0 5 6-7-0 17 6. 7- 0 6 7.9.0 18 7.9-0 7 8-11.0 19 8.11-0 8 9-4-0 20 9-4-0 9 10-8-0 21 10-8-0 10 12-0-0 22 12-0.0 11 13-4-0 23 13.4-0 12 15-6.0 24 15-6.0 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswa) Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. 10/24/2006 Scale: 7/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ® This design isfi,ranindiuismn/h.ildingr„rnpnnenrnnrnn.r.r.w.,,rn,. It has heenhn.tenon.rprei/ear;,n.sprat•lernhrrhe& panent-anI enter and d.,nr fn nea,nlnnee 41h rhe ,ersi,,a rPI AFR4 design Nn it Chk• EC Truss ID: Al cent of and -d-Is. re pansihiRiv a.rrurnedfn"i,ncasinnn, D,n,en.r;nns re rn he verified Av rhe mn,pnnenr,nnnufoerurer sod/,r hui/ding rh•,rignerpri�r rn /nhrienrinn. The huilding designs uo ascertain that the hand., Dsgnr: MC WESTERN WOOD util;aerl an this design meet ar eseeed the landing fnrpnmd by he Ince/ huilding code and the panieular nppliention. The design assumes that the top chard is loteralhu h-ced by rh.....rir fuur.rhenrhing and he halrnu, chord ie In crnlly hrneeAAv a rfgirl.rhrarhing mnrrrtnl Aireetlr nrmehrd. unless atheru•ise TC Live 40.00 psf DurFaes L=1.15 P=1.15 nnled Rrac;ng,sh,a n Lr fu, I-ral suppnn r Jemnpa-Is ne,,,herr only t,, reduce h --ling length. Thi.r enrnpnnem.shall nut he placed in env TC Dead 12.00 psf Rep Mbr Bnd 1.00 ® FABRICATORS u;rnnment that will cause the a,,,irture omtear t Jthe ,rood in exceed 1996 nnA/"cnu.rr a -ecus plate car-sian. Fnhrienre, hnndle, install BC and hrace this f,. in accnnlance ith the fidl,,,.ing.,,nndnrd.,, aDhvrDE/ 11 e' hu nu 1. ':w,clrTP1 P. 'm7eA V- band Truss cnuacil Live 0.00 psf O.C.Spaeing 2- 0- 0 ,!fAnmrien Smndord Design Rep"nsiWities.WANDL6VGlNST4LLINGAND BR.4CINGA/Er4L PLA TE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIE00 ROAD, ELVERTA, CA 95628 - pi/R-v/1 nnA'lllR•9l .Yl/d /,1 /AR!'.t'1!f!T' by TPI. The Tru.rr Plate /..shoe ?PD is luenred at D'OmJ f, Drlve. Alndison, n"iscanrin 3.1719. The Amrnena F arert and Paper.4.rs„e;mi„n /.AFP.4/ it I -led at 1/// rota srrrrL Nfr. sm gen. mnrhingrnn. DC 20036. TOTAL 62.00 psf Seqn T6.6.41 - 0 Job Name: -mclau h DurFacs L=1.15 P=1.15 TC Dead Truss ID: A2 Drw : BRc x -LOC REACT Size REQ'D TC 2x6 DFL 02 Plating Spec : ANSI/TPI - 1995 HORIZONTAL REACTION(S) : 1 0- 2-12 1166 5.50" 1.50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF support 1 319 Ib 2 15- 3- 4 1166 5.50" 1.501, WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. I support 2 .319 Ib BRG REQUIREMENTS shown are based ONLY PLT BLK 2x4 DFL #1 _ PLATE VALUES PER ICBO RESEARCH REPORT #1607. - This truss Is designed using the on the trues material at each bearing PLATING BASED ON GREEN LUMBER VALUES. Loaded for 10 PSF non -concurrent BCLL. UBC -97 Code. Bldg Enclosed = yes, Importance Factor = 1.00 TC FORCE AXL BND CSI Truss Location = End Zone 1-2 -1885 0.02 0.34 0.36 Hurricane/Ocean Line - No , Exp Category = B 2-3 -1436 0.01 0.17 0.18 Bldg Length - 90.00 ft, Bldg Width - 15.50 ft 3-4 -1436 0.01 0.17 0.18 Mean roof height - 12.62 ft, mph - 80 4-5 -1885 0.02 0.34 0.36 UBC Standard Occupancy, Dead Load = 15.6 psf BC FORCE AXL BND CSI 6-7 1405 0.23 0.29 0.52 7-8 1432 0.23 0.11 0.34 8-9 1432 0.23 0.11 0.34 9-10 1405 0.23 0.29 0.52 WEB FORCE CSI WEB FORCE CSI 2-7 56 0.03 4-8 -293 0.07 2-8 -293 0.07 4-9 56 0.03 3-8 1261 0.56 7-0-15 I0-7-7 I 7.9-0 I 7-9-0 i 1 2 3 4 5 10 00 - -10 00 5.00I -5� 00 2-0 I 7-3-8 I I1 2-0 i 154-0 6• 7 8 9 10 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor Thi.. design ;., (.r nn mdivid-1 haitdmg a „.Prom, ton "..'s vrhan. lr hn.r hero timed nn .,pre;�en,ir,mr ya"Idrd M1v rh....... p,m n m ,fi emr.. n,/n;nnwith IN! -11 i . . d- din.h-1nDinh""® %n hr rN%rd by Ihr npnnlnn/our nf/Thr h"ohlinp deriyner „ru.t'I n.t'eerinin that Ihr Irrrrdr WESTERN WOOD nu7icrrhm rh;.. r/sign mer, "r -".,/ Ihr /"nding i„r P""'/ hr, Ihr h -d h"ildhrg IMp-6-1-npplic,th- 7'h,- dr ig. ncvu -, that Ihr ,,,p ehnr,I is lnlrnrll. h --d the r„rr/nr floor !h-lhmg -1 the h.,11 chnrrl i.r lnh•rnlh• hrrrerA by n rigiJ a'henthing rnnrrrinl dirre,ly nnneherl. unlera' nlhenri.ar nnrrA. Brneing ..h,ru•n ia.�v /nlernl.rnpPnrr h,, -h- nnhr In refiner hackling I.ngrh. This errrnpr,nrnl .hall urn hr p/nerd it, nnv ® FABRICATORS drnn,rr.m ton, trill ch,- the rnrri..lnr. rn,n.n, r,/,hr „•rrnd,n -.... / /9% -/'-.nn- en -,- plr;t..rrrrn..h- Fnhri-. handh•. ;.-fl nnrf hr- his 1- h, rectal- rri,h the f dl ing.nnnd-b: V0/NT DET,-IILS' by Tne"vnl, 'AN.CI/TPl l'. '11T(.:A /' • II'nnA Truaw Cunnei/ r./An,rr;en .C,nndnnl Drrtgn Re.rpnn.c;hRiticx. 'lIr1A'OLI,V(; /,\l\7: t/././N/: AND BR•t(:/,Vr ,lICTAI. PI.:ITE ('D,V,\'f:f:TF:D R'r1(1D TRILS.�'E\" 3700 RIEGO ROAD, ELVERTA, CA 95626 - 011B-4/) and'H18.91 S11AIAIAR)'S11rE7" hr TPI. Thr 7,.- Plmr lmtrbme (TPI) i.r Iaemednl D'Ohnfri" Drirr. Adndim", u';.oenn..in JJ7Iv. 't Thr:Inrericnn Fnrcrl and P,,prr A.t•e„ mlhrn (AFA4) is h -,ed nI llll IYIh Sher,, NII', Src 800. II'n.thing,nn. D(: 20036. Eng. Job: EJ. Chk: EC Dsanr: MC MAX DEFLECTION (span) : U999 MEM 9-9 (LIVE) LC 1 L=-0.07" D=-0.04" T= -0.12" --=3 Joint Locations 1 0-0-0 6 0-0-0 2 4-0-0 7 4.0-0 3 7.9.0 8 7.9-0 4 11.6-0 9 11.6-0 5 15- 6- 0 10 15-6.0 ��Sg\ONAL FiyCi HA 10. � 10/24/2006 Scale: 7/32" = 1' JOB#: S1299 Truss ID: A2 TC Live 40.00 pat DurFacs L=1.15 P=1.15 TC Dead 12.00 pat Rep Mbr Bnd 1.15 BC Live 0.00 pat O.C.Spacing 2- 0- 0 BC Dead 10.00 pat Design Spec UBC -97 TOTAL 62.00 pat Seqn T6.5.41 - 0 . Job Name: 'mclau h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: A3 Drw : BRG x -3.40C REACT SIZE REQ D TC 2x6 DFL #2 Plating spec : ANSI/rPI . 1995 HORIZONTAL REACTIONS) : 1 0- 2-12 1166 5.50" 1.50• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF support 1 319 lb 2 15- 3- 4 961 5. sa•• 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. support 2 -319 Ib BRG REQUIREMENTS shown are based ONLY PLT BLK 2x4 DFL 01 PLATE VALUES PER ICBO RESEARCH REPORT 01607. This truss Is designed using the one trues material at each bearing PLATING BASED ON GREEN LUMBER VALUES. Loaded for 10 PSF non -concurrent BCLL. UBC -97 Code. - Rep Mbr Bnd 1.15 ®FABRICATORS Bldg Enclosed = Yes, Importance Factor - 1.00 TC FORCE AXL END CSI O.C.Spacing 2.0-0 Truss Location = End Zone 1-2 -1885 0.02 0.34 0.36 Hurricane/Ocean Line - No, Exp Category = B 2-3 -1436 0.01 0.17 0.18 Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 96026 Bldg Length - 90.00 ft, Bldg Width - 15.50 ft 3-4 -1436 0.01 0.17 0.18 Mean roof height= 12.62 ft, mph = 80 4-5 -1885 0.02 0.34 0.36 Seqn T6.5.41 - 0 UBC Standard Occupancy, Dead Load = 15.6 psi BC FORCE AXL BND CSI 6-7 1405 0.23 0.29 0.52 7-8 1432 0.23 0.11 0.34 8-9 1432 0.23 0.11 0.34 9-10 1405 0.23 0.29 0.52 WEB FORCE CSI WEB FORCE CSI 2-7 56 0.03 4-8 -293 0.07 2-8 -293 0.07 4-9 56 0.03 3-8 1261 0.56 MAX DEFLECTION (span) U999 MEM 7-8 (LIVE) LC 1 L= -0.07" D- -0.04" T- -0.12" 7-9-0 I 7-9-0 1 2 3 4 5 0i .10.00 R5-6 2.5-0 2.5-6 7-0-15 8-0-5 5SHIP 3-0-7 7-8 1.5.4 1. 7-8 Io -7-7 I I0-7-7 B7 Bz 5.00I -5� 00 �z o� 7-3-6 154-0 7.3 8 6 7 8 9 10 -= Joint Locations 1 0-0-0 6 0.0-0 2 4.0.0 7 4-0-0 3 7-9-0 8 7.9-0 4 11.6.0 9 11-6.0 5 16-6-0 10 15.6-0 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by ••MX'• for HS 20 gauge or ••H•• for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 7/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: 51299 nn Th;.<.Iexlgn fii.r0,ddvnl WhiMii cnrrrpn.enr r,r,,.,...,,,,,e,rr. 1rh-h-hosed nn.,Peeif'emi-'Provided k,• the enrrrpnnent rr'-gite„rex i.,rr.n Chk- EC Truss ID: A3 ® and done 1. nccnrennec ,yin Ih, e.rrenr yer.,inn.. ryrpr nnd.aFr:I de.egn xt.ndnrdx. ,v,. re..p,r...;nduy ix nxxrrnred/' NIncrn... h-i-...e,c„ Dire-in.x DBgnf: MC nr cel mnnn(nnurcr noxi/rrr hrrilding rlevigner prior rn (nArienrinn. ullding derig- l n. W,, rhnr the h-1., re rn verified by the ttrmpThe h he v TC Live 40.00psf DurFaea L=1.15 P=1.15 WESTERN WOOD n"R.ed,rnlhixdoignweernre.-d11,I-di.gimp,r,ednymelnenlnnetrrngorden.drnepnrderdnrnpprun^r/`. rnede.,ignn,xnrnerhntlnernpen,rr`1 ix lI the nnr xh-I,Mg nnrl rhe hnnron chord I, lnr.rnlly h-ced by n rigid.,'heathmg rn •rinl direciM-Ilnehed. -ir.s. nrhenvise nW-v hrnc,rd by -!f-fl nnred. P"-' n,enrher.. nn!y h, reduce hvcklmg length. Thi. cnny,n.enr,vhnli mn he placed i. m„ TC Dead 12.00 paf Rep Mbr Bnd 1.15 ®FABRICATORS nr rhnl will enu.,e rhe nrnixl--1-1 , the .•nod to exceed IV% -11- w- a,nneernr i-, c-- in i. Fah,;- , h-lle, i-w/I "ir"""'t f P BC Live 0.00 paf O.C.Spacing 2.0-0 and Aron• this nu.c. in necminnee with rhe fnlluu•ing.arnndnrdr: :/OLVT DETA/GS' by Trvr.neal. ':IMC/?P/ /', '117Cd l' - 11 Tru.rr Gr"nei/ nfAmerie..l'rnndnrA Dnagn R-p.m,.ihilitiex, 'HANDLING INSTALLING AND BRACING AIETAL P1 4TE CONNF-CTED WOOD TR11XWC' BC Dead 10.00 paf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 96026 • (H18-90 nnA'IIIBAI ,t'UAWAR 1*SI1FFT' by TPI. The Tru.r.r P1rne 1-1-e ?PD G lne.red nt D'Om f in Drive, klnd;.c,m. I17.rcnn.,9n 51719. The,6nericnn Furerr and P.per A-iminn (AFPA) I, hrcnred.1 1111 IM Srreel. NII( Ste 800, mhrhingnrn. DC 20056. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: 'mclau h Truss ID: A4 Drwa- BRG X -LOC REACT SIZEREQ'D TC 1 0- 2-12 1100 5.50" 1,50" BC 2 14- 3-13 908 5.50" 1.50" WEB BRG REQUIREMENTS shove are based ONLY SLIDER on the truss material at each be, PLT BLK TC FORCE AXI, BND CSI 1-2 -1726 0.02 0.31 0.32 2-3. -1263 0.01 0.16 0.17 3-4 -1241 0.01 0.24 0.25 4-5 -1403 0.01 0.41 0.42 4-5 181 0.02 0.41 0.43 BC FORCE AXL BND CSI 6-7 1280 0.20 0.27 0.47 7-8 1307 0.21 0.10 0.31 8-9 988 0.16 0.10 0.26 9-10 969 0.15 0.14 0.29 WEB FORCE CSI WEB FORCE CSI 2-7 56 0.03 4-8 212 0.07 2-8 -296 0.08 4-9 60 0.03 3-8 1009 0.45 SLDRL -1729 0.14 2x6 DFL #2 2x4 DFL #1 2x4 DFL STANDARD 2x6 DFL #2 2x4 DFL #1 7-0-15 IO -7-7 Plating Spec : ANSVTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICSO RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. PLATING BASED ON GREEN LUMBER VALUES. 7-9-0 6-9-9 1 2 3 4 5 10 00 DCI' 10.00 5.00 1 1-5.00 HORIZONTAL REACTION(S) : support1 3011b support 2 -301 Ib This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line - No , Exp Category = B Bldg Length = 90.00 it, Bldg Width = 15.50 it Mean roof height - 12.62 ft, mph - 80 UBC Standard Occupancy, Dead Load = 15.6 psf 5-4 8-0-5 SHIP "LI -4-12 -0-3 .4_, 2 MAX DEFLECTION (span) : L/999 MEM 7-8 (LIVE) LC 1 L- -0.06" 0- -0.04" T- -0.10" - Joint Locations 1 0-0-0 6 0. 0.0 2 4-0-0 7 4-0.0 3 7.9-0 8 7.9.0 4 11.6.0 9 11.6.0 5 14-6.9 10 14.6-9 z-0 ; 736 ; �j"`�/<�yn e- ,ass 6.41 G l �' j/ ECFv� 6 7 8 9 10 0-11-7 STUB 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 7/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: •EJ. JOB#: S1299 ® WESTERN WOOD This design is f„r an indiehlanl h..il,ling ."ap a,enl ear rru.vr,,y,,str,n. 1l ha.v been hn-1 an spreifittaa,av pna•%ded hr he er,rnpanenr mn-facrare, nnJ rl„n 1 ato,rd-c ,'hh rhrt..mnr,rrri..n.v,!(T/'/nnAAFF.4 drsign .nandnrdr. Nn re.apan.r%h%Ii(r is n.vru,nrdf,!Jin,rn,i..nalaeeaene,, Di -, he rrifird by rhe a „nryrnrnt rnnn, f Slater nnrl/nr building de.vigncr prier rn (nAr%Serine. The building dev%ger ennin rhnr rhe lend,. aliRcrd „n mi. drrign ,..rel ar ertrrd he h,ading impu,rrd Ar rhe 1-1 huildmg -dental rhr pnrli-M npplienrinn, The devign acrun,er that rhr tap eh -1 is In e-lh, hrnerd by be mn,"r.h„ar ,hearhing and ,he harm,.. th..rd i.r lnternl,,, hr„ttd hr n right vhrnthing ,na,rrinl dirte,,n ntrnthr,l. nal-' nrhrnri..e Chk• EC Dsgnr: MC Truss Truss ID. A4 TC Live 40.00 psf DurFaes L=1.15 P=1.15 i I ®FABRICATORS . mord. Rrntiag.,h..,rni.f,.rlarrrnl.mpp..rr,/ow,p..nota,nen,hers..nn•n,-h-hncklinglength. Thi, c„n.p„nrnr.,hnnnnrhepince,linngr ri-nanew that will em,sr mc ..... isa- cn, lcnr q/nc. u•„nrl ,, rsered 1956 a.. /A-cnn..e c„nneunr plate cnrrnsh,n, F hricnre. hnndlr, i -all and brae this rout, in accordance "irh rhr /all -,mg, -lards: VOINT DE7:41LS' hn Tn,.r,rnl, %VSItTPI TC I V. 'I: d I I' - II'nnT-,.' C-ncil TC Dead 12.00 psf BC Live 0.00 psf Rep MbrBnd 1.15 . . OCSpaCln 2- 0- 0 g 3700 RIEOO ROAD, ELVERTA, CA 96626 af.4nmrica Sland-1 Design Rrspansihiliricr,'HANDGNOINST,41.1.A11,:IND 8R.4C1A1f Adl`T.4Ll'I.a TFCD,VA'F.(:TF,D II'ODn 7'ltfi.c,+'F.+" . INm-9q and YDR-9I .t'UAIn/:IRI' SHF_ET n,• n'l. Thr Trn<. Plntc ln.rrirure ?I'l1D'O", Or%.•c. Alndia..". u'i.--in SJ 719. BC Dead 10.00 psf Design Spec UBC -97 The.4..,crieaap"rr.,Iandpaper,4.,,,neinnnn6:11rs:)i.Inearedat11lll9m.co-rel.,V1l ,Sreson. W-hing,an.0020036. TOTAL 62.00 psf Segn T6.5.41 - 0 ob Name: imclauah BRG x -LOC REACT SIZEREQ•D TC 2x6 DFL #2 1 0- 2-12 923 5.50" 1.50•' 8C 2x4 DFL #1 2 11- 5- 9 732 5.50•• 1.50" WEB 2x4 DFL STANDARD BRG REQUIREMENTS sho, are based ONLY PLT BLK 2x4 DFL 01 on- the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. TC FORCE AXL BND CSI DurFaes L=1.15 P=1.15 1-2 -1301 0.01 0.22 0.23 2-3 -786 0.00 0.14 0.14 Rep MbrBnd 1.15 3-4 -784 0.00 0.15 0.16 O.C.Spaeing 2- 0- 0 BC FORCE AJC. BND CSI 5-6 951 0.15 0.19 0.34 6-7 973 0.16 0.12 0.28 7-8 -276 0.00 0.10 0.10 WEB FORCE CSI WEB FORCE CSI 2-6 59 0.03 4-7 518 0.23 2-7 -363 0.09 4-8 -682 0.09 3-7 448 0.20 Truss ID: A5 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607 Loaded for 10 PSF non -concurrent BCLL. End verticals designed for axial loads only. Extensions above or below the truss profile (If any) require additional consideration (by others) for horiz loads on the bldg. 7-9-0 I 3-11-5 1 2 3 4 1000 -1000 Des 5.00 11-5.00 8-0-5 t-7 SHIP r-1 1 2-0 7-3-8 11-8-5 3-5-13 5 6 7 8 3-9-11 STUB HORIZONTAL REACTION(S): support 1 245 lb support 2 .245 lb This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category = 8 Bldg Length - 90.00 ft, Bldg Width - 15.50 ft Mean roof height = 12.62 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psf MAX DEFLECTION (span) : L/999 MEM 6-7 (LIVE) LC 1 L- -0.03" D- -0.02" T- -0.05" _-=-= Joint Locations _ 1 0.0-0 '0-0'0 24-0-0 6 4.0.0 3 7- 9- 0 7 7.9.0 4 11-8.6 8 11.8-6 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 7/32" = 1. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: 51299 Thi design ;x/,r nn indh•ldunl hurlding enn,p'ni", nn, nv.vr.w.r,em. 11 has been ha.sed nn epee emin- p --,led Av the emnpvnen, mnn / server Chk: EC ® nodenneinaccnrdn,-iththeearren„,erre,n.r.frrinnn.4FRAderrgnxmn,mrnr. nnre.,p nr;n;R"c.nrr",neef,rdhnen.einnnlnce�rn��. Dhnen.rinn.. Truss ID: A5 e m he ,•er fed h„ he em„pnnen, ,n-ji curer an.l,.r n,dleing ne<;gner pr;nr,n/ nr;ea,nm. The Avddrng de,igner mvx,-cer,ain ,ha, h, lord.,. Dsgnr: MC WESTERN WOOD ulili:er/ nn Ihi.r design nme/ ur exceed ,he 1-d;ng imry,aeAAv,he loco/ Auilding code nnd,he pnr,ievinr npplienliun. Thr design arxu,ne., ,hn, ,he rap chord TC Live 40.00 DurFaes L=1.15 P=1.15 i., I nl(v h-ced h,•,h,• rm!/nr p,,, r.,h-,ning nn,l he h,.,,,,.,. enure i.r ln,eralh• braced h� a r;g;nxneaming ,omerine dirrnn• armenee. nnrerx n,he-ixe psf ®FABRICATORS red. Rrnang..nn.eni,,�,rin,erm.,app„r,,,�...... en,x,.,e,,,neer„n/v,nred- hnekhnglength. Thu en,.,pnnen,.rhall -I be placed in any rn.s un,nen thn, ,, ill em,.,e,n......cr,,,re con,en„f,he ,rn" I n, -eed 1956 and/,as can.,e n,nnennr enrh-fnh,itme. handle. inr'nll TC Dead 12.00 psf Rep MbrBnd 1.15 prole BC Live 0.00 psf O.C.Spaeing 2- 0- 0 and hence thir,rn.o in nc-rdance mi,h ,ase Fdh-mg e,nndnr,lr: VOINT 0ET.-1/1 c' h" rrn.,,rnl. 'ANSIrTI 1. '11TCA I'. mane Tr".r., Cnvncij ,VA c,icn.Vnndard Design Rc.,pnn.rinilirie.,, 'IIANDI./W.; INSTALLING AND BRACING METAL PLATE CONNECTED 11'001) TRUSSFS, BC Dead 10.00 pef Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 96626 . (///R.yll and •/{//J.4/ 5'Uk/A/.AR 1'.C!lF.FT' by TPl. Thr Truer Rime ln.aimn• n'Pll l., lnea,ed n, lrnn,�/r;n Drnn•. amd;xnn. mirennxin 55N9. The.Amer;ern Forex, and /'aper :I.,snein,inn (AFp.4) ix /neared n, 1111 1911,S -el. n'IV. Sle 800, II'arhingrnn. DC 20056. TOTAL 62.00 psf Segn T6.5.41 - 0 Lob Name: jmclaugh Truss ID: A6 Drwa: TC 2x6 DFL 02 BC 2x4 DFL #1 GBL BLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Install Interior support(s) before erection. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (If any) require additional consideration (by others) for horiz loads on the bldg. 7-0-15 2.5.6 I0-7-7 TYPICAL PLATE : 2-4 Plating spec : ANSVTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Mark all interior bearing locations. Gable verticals are 2x 4 web material spaced at 16.0 " o.c, unless noted otherwise. Top chord supports 24.0 " of uniform load at 40 pat live load and 12 psf dead load. Additional design considerations may be required if sheathing Is attached. [+] Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"Intervals. Bracing Is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads. I 7.9-0 1 3-0-0 1 1 2 3 4 5 6 7 8 9 7-0.16 SHIP 4-6-15 t 10-9-0 10 11 12 13 14 15 16 17 18 4-9-0 STUB This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category - B Bldg Length = 90.00 ft, Bldg Width - 13.82 ft - Mean roof height = 3.64 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psf Joint Locations 1 0-0-0 10 0-0.0 2 1.4-0 11 1-4.0 3 2-8-0 12 2-8-0 4 4-0.0 13 4.0.0 ' 5 5.4-0 14 5-4-0 6 6.8. 0 15 6-8-0 7 7-8-0 16 8. 0.0 8 9.4-0 17 9.4.0 9,10.9.0 18 10.9-0 OVER SUPPORT AS SHOWN All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. 10/24/2006 Scale: 1/4" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 This de.siga /r, f.r nn individual1,01,Rng v pnnenl not rracv,rvrwv- II has heen hn.red on ,epeeifirndnn.r provided by the component mnnafanwer Chk: EC , ® add a in accordance -61h the current �•earinna nfTPl nnJaFPA .lr,cign ,rrnndnrdo, ,V„ ravpnn,c;hiliry Lr n.rcumeJJ,' aerara�y. Dhaen.ria- Truss I D - A6 ,;,nen.,.iana, are In hr ver &d by he ep ron,,rneal manu/aetunr na,l/or Au/lrling Je,r/gner prior In /nArienJnn. Thr building de.r/gne u,rl nrcermin that rhe lonJc Dsgnr: MC WESTERN rili:ed r,n Ibis dc•.riga area or rseerd rhe batting irrrpn.red by rhr local building code nail the pmrieulnr npplienrion. The design merumer Ihar rhe a,p chard TC Live 40.00 psf DurFaes L=1.15 P=1.15 WOOD is lnrernlly hroeed by the r„ far floor sheathing and,he Nal nm chore/ it lnrernlly braced by a right shearhiag molerial diren,v attached. vale s aiher.1se oared.Bradag.,h,-nLrfi,rWeral.rnpporr,for,apmeatvnemherxnnlvmredueehueklinglengrh.Thi.ernnipunenrrhollnnrheplaeeJinany TC Dead 12.00 psf Rep MbrBnd 1.15 ®FABRICATORS em•irnnment that Wit enure the mnlrture —len, , rhe woad la ereeed /9% aa,11— enure nrnneclrrr tare earronon. Fahrieare. handle. install 1 v nnAhrnec this mn.er in nemrrinnee u•Oh rhe following stoat/arrlr: :/OhVT DETAILS'k,, Tru.ovol. 'ANS/?P/ I t '117CA 1' - IPnnATruec Cnuneil BC Live 0.00 psf O.C.Spaeing 2-0-0 f:11—iea Standard Design Resp-singirtex. 'HANDLING INSTALLINGAND RRiCINC AIE7AL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 - (11/1).911 an1'///1)-91 S'UAIAIAR I',t'/IL•ET' by TPI. The T-- Plate 1-fil— (TPI) it fi—ed ar D'On, J /o Drava Undiam, Wise—sin 33719. The An -iean F-- and Paper A.csne/ali— (AFPA) it located ar 1111 19,hS,,,. 1.11K.Vie 800, 11'nrhingrun, DC :0036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: jmclaugh Truss ID: 131 Drwn- TC 2x6 DFL #2 BC 2x4 DFL #1 GBL BLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 40 psf live load and 12 psi dead load. ' Additional design considerations may be required if sheathing Is attached. (+) Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"Intervals. Bracing Is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs in the truss plane and creating shear wall action to resist diaphragm loads. 7-5-15 IO -7.7 Plating spec : ANSI/TPI -1995. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607 Permanent bracing Is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. B-3-0 I 8-3-0 1 2 3 4 5 67 8 9 10 11 12 13 14 1 5-5 10.00 4.00 I L-4•00 lr2-0i 7.9-8 1-2-0. 16-6-0 �g= 16 16 17 18 19 2821 22 23 24 25 26 .27 28 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category = B Bldg Length - 90.00 ft, Bldg Width= 15.50 ft Mean roof height = 12.83 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 pair ---LOAD CASE #1 DESIGN LOADS Dir L.PIf L.Loc R.Plf R.Loc LLrrL TC Vert 124.00 - 1. 2.0 124.00 0.0.0 0.65 TC Vert 209.00 0. 0. 0 259.00 8- 3- 0 0.71 TC Vert 259.00 8- 3- 0 209.00 16. 6- 0 0.69 TC Vert 124.00 16.6- 0 124.00 17.8- 0 .0.65 BC Vert 20.00 0-0-0 20.00 16- 6- 0 0.00 8-5-5 SHIP IO -7-7 -= Joint Locations =� 1 0-0-0 15 0.0.0 2 1.4-0 16 1.4.0 3 2-8.0 17 2.8.0 4 4.0.0 18 4-0.0 5 5.4-0 19 5.4. 0 6 6-8-0 20 6.8.0 7 7.1-0 21 7.1.0 8 8-3-0 22 8-3.0 9 9.5. 0 23 9. 5.0 10 10. 8- 0 24 10-8.0 11 12.0-0 25 12.0.0 12 13.4- 0 26 13-4-0 13 14-8-0 27 14-8.0 14 16-6-0 28 16.6.0 TYPICAL PLATE: 2.4 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted 10/24/2006 Scale: 3/16" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 rn;., de..ign e,'/.r nn ;ndmidnnl n udmg a,,,,pnnrnr nm lru.,'...,.,<„rn,. lr nn.. nrrn nn.,rd nn .,'err frnrir,n., ern„irlrrl hr„n�r,nrn, ,,,nn f err rrr r ...., Chk• EC ® and don m nrrnrdnnr,• ,elrn mr rnrren, ,•er.,'r„n..,./TPl nnA:IFP:I Aesign amndnrv6', ,\'o re.,pnn.cihrlin, i.. nscurued fv ehnen..i„nnl nrrnrnq,•. nh..en..inn.. p Truss ID: G 1 re rn he ,v &d hu rhe e.,nrp..nrnr n.nnu/nenrrer and/nr huilding designer print In fnhrrenrinn. Th¢ hnrlding derigner.nu.rr ri,.eertnin rhnr rhe Innd,' Dsgnr: MC nrrr.ed..n int. de.gn ,neer nr a reed me h,nding pn,ed by rhe lnenl huRding rnnr and rhe pn lindnr nppli n h n. The deign ..n... rhrt, the r„p ehnr.I TC Live 40.00 psf DurFacs L=1.16 P=1.15 WESTERN WOOD i.v Inh•rnlly hrnerrl hu nc� rr,n/„r,pr,, r..henrhi.rg and rhe h., n.uu ehnrrl i.v ln,ern/h, hn.crrl h,. n rigiJ.<hrnrhing rr,nrrrinl Jirrelly nlrneheJ. unlrr,. nlhenri.ee ®FABRICATORS n.nen. 8-i.g ..hn,rn 1.fi.r /nrrrn/..npp..n „/run.p"ncntc mnnhecv rmh.lu rrr/ucr hackling length. Thi.. cutup. n- rhnll tun he pineed in nn , vin,nnie,rI rent „aR c ,n Ine,n„c.,nre e,,,nen,,,/rhe „•..... erceeJ /V% nnrl im cnua'c r /•i.hricme, TC Dead 12.00 psf Rep Mbr Bnd 1.00 C,; 1'C1 ,vino. pima --,h-hood/e. inatnll -/ n c / u ,n ncc rn rad hrn r this r ..., „-dance milh rhe,/.Ihn.ing ,. n I I,: VOMIT DF. AILS' hu Tn. ,,l. ':I,%W TPI /'. 117r.I P. 11',.n,/ 7'- [„uracil BC Live 0.00 psi O.C.Spaeing 2- 0- 0 ' ,!f.4 rir S1.ndnrd Design Re..p-ihilil;e.. WANDLLVO IM\TALUNG:Lvp 17R.4('/:of;,1 /nT.•1/. PI.ATF C0'NF(,7/i0 WOOD TRUSSrs, BC Dead 10.00 psf Design Spee UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95628 .I/l/R.V II nnd'lIIO VI .PUh UI.•IRI'.t'11F.FT'by TPI. The Tra..,'Ph",l-M-ITPI)i..b,ena•Ant DY7ng/rin Drive, ,Llnrh.,,m, 117-n.,tn 53719. • rye.4rner;rnnF.rr.,andPnprraaxnrinr;n�r.4FP•u;..lnrnrednrullrom.cvrrt.,vu'..aeRnn.Irn..hhrg1nn.DC 0036. - TOTAL 62.00 psf SegnT6.5.41- 0 Job Name: 'mclau h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: B2 Drw : BRG - x -LOC REACT Size REQ•D TC 2x6 DFL #2 Plating spec : ANSI/TPI -1995 HORIZONTAL REACTIONS) : 1 0- 2-12 1228 5.50" 1.50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF support 1 .337 lb 2 16- 3- 4 1228 5.50^ 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. support 2 -337 lb BRG REQUIREtfENTS shown are based ONLY PLT BLK 2x4 DFL #1 PLATE VALUES PER ICBG RESEARCH REPORT #1607. This truss Is designed using the on•the trues material at each bearing PLATING BASED ON GREEN LUMBER VALUES. Loaded for 10 PSF non -concurrent BCLL. USC -97 Code. TC Dead 12.00 psf Rep Mbr Bnd 1.15 ® FABRICATORS Bldg Enclosed = Yes, Importance Factor = 1.00 TC FORCE AXI, BND CSI Truss Location = End Zone 1-2 -1813 0.02 0.31 0.33 O.C.Spaeing 2-0-0 Hurricane/Ocean Line = No, Exp Category - B 2-3 -1336 0.01 0.16 0.17 Design Spec UBC -97 ]700 RIEGO ROAD, ELVERTA, CA 95626 Bldg Length - 90.00 ft, Bldg Width - 16.50 ft 3-4 -1336 0.01 0.16 0.17 • Mean roof height - 12.83 ft, mph = 80 4-5 -1813 0.02 0.31 0.33 Seqn T6.5.41 - 0 UBC Standard Occupancy, Dead Load = 15.6 psf BC FORCE AXL BND CSI 6-7 1321 0.21 0.26 0.47 7-8 1337 0.22 0.09 0.31 8-9 1337 0.22 0.09 0.31 9-10 1321 0.21 0.26 0.47 WEB FORCE CSI WEB FORCE CSI 2-7 83 0.04 4-8 -330 0.10 2-8 -330 0.10 4-9 83 0.04 3-8 1116 0.49 8-3-0 I 8-3-0 1 1 2 3 4 5 1 -1 oes 4.00 1-4.00 7-9-81-2-0i 16:9-0 7-9 u 6 7 8 9 10 MAX DEFLECTION (span) : U999 MEM 7.8 (LIVE) LC 1 L= -0.06" D=-0.04" T= -0.10" - -> = Joint Locations ===>s 1 0-0-0 6 0.0-0 2 4-.3- 2 7 4- 3. 2 3 8-3.0 8 8. 3.0 4 12- 2-14 9 12-2-14 5 16-6-0 10 16.6- 0 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ® Thi- l-ign ir,iv an indh•idual h„ilding en,npr,nenr nor nn.rr.rurtcn,. It hn,v heen hared an .spee;fenrian,s provided by the ean,panenr manufacturer and rl„nr fn necrrdnnce '41h rhrc current ,�rrr;nn.r of TP/ and AF/r.•1 dec;Xn Nn Chk: EC Truss I D B2 .rrnndnrd.. rerp�nv;hili y;.r aaau,ned f,",;menr;anal aeearn�e. D;mens;a�:r be' -f re to ied by rhe ...... ncnt rrrnn,r/nen,n•r nnr/;i,r Auilrling deeigncr pri ,r to f hrienlinn. The h„Rdiag de.rignr u.m a.seertnia that the Inads nr;l;:ed Dsgnr: MC • WESTERN r,n this design taro ar ereeed he landing inrJ."ed by rhe loco/ huuding en/e and the paraeu/ar npp/ienliun. Thr Jrrign nrrmner thm the rap chord TC LIVE 40.00 psf DurFaGB L=1,1 b P=1.15 WOOD it/aero/A� hraeed by the rnn("rp„"r.rhealhing aadthe honrn, chard is/nhra/Iv hraeed by a rightshearhfng mnrerfnldirvcrly anaehed. unlerrothenrlse a"ted. Rrneing,A-- ir,i,r lalrrnl.rr,ppnrr ,f=,,,,pnnrntr,nr•,,,her.. only n reduce hneld;ng length. This a pantal Anil nn he plaecd in aav TC Dead 12.00 psf Rep Mbr Bnd 1.15 ® FABRICATORS vires men'that ,411-a e the ,n,is-, =,nlen, „fthe .n, I,a ereeed l9% andira ca-e&evor plate cuo.rian. Fabricate• handle, inrmll rr and hence this truss in aceardanee arilh rhe f„lha.-ing .rrnndnrrir: VOINT DFT.4/Le' by Tr, m-1. ''AN'SliTpl l'. '117CA I' - [('and Trues Cauneil BC Live 0.00 psf O.C.Spaeing 2-0-0 nf,1 erfea.Gandnrd Design R-pan.vihilide.r•'IIAVD1.hVr Mri7ILLING.-IND RRX.'hVGA/EL4L PL4TE COA'NC(:TED !FOOD TRjn..PEt'• BC Dead 10.00 psf Design Spec UBC -97 ]700 RIEGO ROAD, ELVERTA, CA 95626 . pldR•9q sad -"'"/ SIMIAMRI'.SHEEr M• TPI. The Tru.<r Plate /nrrirme (TPI) hr /neared n, D'Onrfin Drive. Alndi.-a, 117 -grin 537/9. • The:Ia-ieaa r-ev and Paper J.,sacialian (.-IrP.4) is heated al l III I91h start. Nuc sir 800, ma.rhinglon. DC 20936. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: jmclaugh Truss ID: 133 Drwa: BRG X -LOC REACT SIZEREQ'D TC 2x6 DFL #2 1 0- 2-12 1228 5.50" 1.50 BC 2x4 DFL #1 2 16- 3- 4 1023 5.50" 1.50" WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based ONLY PLT BLK 2x4 DFL #1 on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. TC FORCE AXI. BND CSI Rep MbrBnd 1.15 1-2 -1813 0.02 0.31 0.33 O.C.Spaeing' 2- 0- 0 2-3 -1336 0.01 0.16 0.17 3-4 -1336 0.01 0.16 0.17 Design Spec UBC -97 4-5 -1813 0.02 0.31 0.33 BC FORCE AXL BND CSI 6-7 1321 0.21 0.26 0.47 7-8 1337 0.22 0.09 0.31 8-9 1337 0.22 0.09 0.31 9-10 1321 0.21 0.26 0.47 WEB FORCE CSI WEB FORCE CSI 2-7 83 0.04 4-8 -330 0.10 2-8 -330 0.10 4-9 83 0.04 3-8 1115 0.49 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Loaded for 10 PSF non -concurrent BCLL. 8-3-0 1 8-3-0 i 1 2 3 4 5 1 � -1 HORIZONTAL REACTION(S): support 1 .337 lb support 2 .337 Ib This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category - B Bldg Length - 90.00 ft, Bldg Width - 16.50 ft Mean roof height - 12.83 ft, mph - 80 UBC Standard Occupancy, Dead Load = 15.6 psf. RS -6 2.5-6 2.5-6 7-6-16 B-5-5 SHIP 6- 6.6 1.5� 2-7-3 6.6 1 I0-7-7 10-7-7 B1 B2 4.00 1 1-4.00 7-9.8 16:9-0 zg-a 6 7 8 9 10 MAX DEFLECTION (span) : L/999 MEM 7-8 (LIVE) LC 1 L= -0.06" D- -0.04" T- -0.10" =_- Joint Locations 1 0- 0- 0 6 0.0- 0 2 4-3-2 7 4.3.2 3 8' 3.0 8 8.3.0 4 12-2.14 9 12.2-14 5 16. 6- 0 10 16. 6- 0 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: 51299 ® Thi.r d-oea afi,, a moividunl hnilding rnrnp"nem not lruer.+;yorenr, to her heen hn.re l - speeifrentinn.r prm-ided by rhr nunpnnen, -femrer dune in devign Nu is Chk' EC Truss I D: B3 nrl am -lance wllh the current -miens nfTP1 and.4FPA n-fardr. rerynnrihiliry ocmrueJfnr mimmn.smnal aeeurnev. Dirrreneian.r e r" he ver fed ky rhe e..arp.rnenr +nnaufnerarer nndmr nrrdding deagner prier h. / nnearinn. The hnnemF derigae u.n narermin rhnr rhr fends Dsgnr: MC TC Live 40.00 psf DurFacs L-1.15 P=1.15 WESTERN WOOD mili:rAun this de ign setts ar erered rhe landing inrpu.red by he local huddiag suds and the particular appliwrian. The design nsrumes that the rap chord it lnwrally braced by the rutf-fl rrhmlhiag andrhe hall sham/ir-larernlly braced by a rigidsheathing rrrarerinldirectly hashed. unlecrarhenyGre oared. Rrnciag.rnr+waLrfrI.-./.mppann/ennr/-.merrrherr-nvmreducehacklinglength. Thi pan- hall nnr he placed iaenv TC Dead 12.00 psf Rep MbrBnd 1.15 ® FABRICATORS v'r"nmenr rhnr will ca- the rrrnist- &omen, nfthe wand ru --ed 19% -Mar enure arena plate awr".rian. Fnhri<nre. handle. install BC Live 0.00 psf O.C.Spaeing' 2- 0- 0 -1 6-- rhia muss in neear t -e with rhe f llmring .st-1-1r: V01NT D£7:41LS' by Trurwal, %V.T1?P1 /'. TITC.4 P. 11 Tru.rr Cnuneil "fdmerieaStandard Design Respunrihiliriec'HANDLIh'C+1NATALLINO AND RR4CIA'O AIETAL PI -4 TF CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95920 . 1/110-911 not 7111141 S'Uh/A4:IRr SHEET' by TPL The Truer Plate Msrioar (TPI) it h -ed m D'Onnfrin Ori. •, h/ndisnn, 11,7-ada 33719. The:Irnencan 1.1 tett and raper A.-cial ,a 14FP41 is ficored ar 1111 19th Street, Nm. S1, ane, n'a.rhinga, DC 2004. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: jmclaugh Truss ID: C1 Drwn- TC 2x6 DFL #2 BC 2x4 DFL N1 GBL BLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 40 psf live load and 12 psf dead load. Additional design considerations may be required If sheathing is attached. [+j Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"Intervals. Bracing Is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads. Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICSO RESEARCH REPORT 01607 Permanent bracing Is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSVTPI 1. PLATING BASED ON GREEN LUMBER VALUES. This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category - B Bldg Length = 90.00 ft, Bldg Width - 15.50 ft Mean roof height = 13.14 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psf LOAD CASE #1 DESIGN LOADS Dir L.Pif L.Loc R.Plf R.Loc LL/TL TC Vert 124.00 - 1. 2. 0 124.00 0- 0- 0 0.65 TC Vert 209.00 0- 0. 0 264.00 9. 0- 0 0.71 TC Vert 264.00 9. 0- 0 209.00 18- 0.0 0.69 TC Vert 124.00 18. 0. 0 124.00 19. 2. 0 0.65 BC Vert 20.00 0-0-0 20.00 18- 0.0 0.00 -_-_= Joint Locations 1 0-0.0 16 0.0- 0 2 1-4-0 17 1.4.0 9_" 3 2-8-0 18 2- B- 0 9-" 4 4-0-0 19 4-0-0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5-4-0 20 5-4.0 6 6-8-0 21 6.8.0 00 7 7-10.0 22 7.10- 0 1010 00 "10 8 9.0.0 23 9.0.0 9 10-2.0 24 10.2.0 5-5 10 10-8-0 25 10.8.0 11 12.0.0 26 12.0-0 12 13-4-0 27 13-4.0 ' 13 14-8-0 28 14-8-0 14 16.0-0 29 16-0.0 15 18.0.0 30 18-0.0 8-1-7 9-0.13 SHIP 3. SS10NAl Fly 1.5-4 �� 6-6 1. �j 1.5-4 6-6 QQ O� RAC( �F9 1.5-4 10.7-7 1.5.4 11 1.5-4 1.5 =0-7-7 � 1.5� 1.5 d 1.54 1.5-4CIO LU rh 12 = 4.00I -4� 00 F 0 2-0 8.6-8�` �H � .' A E 0 18 -0 R-6-8 116 17 18 19 20 21 22 23 2425 26 27 28 29 30 1 TYPICAL PLATE : 2.4 / O/A /L4/LoOAw 1 b OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MIX" for HIS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 This drrign iajr,r nn 'nrl;v;rlunl building p,nrpnnenl nn! rcurs.rvatnn. h bar keen hnseAan .rpeNfirnlinn.v pravideAAv Ihr'=+rrrpnnenr urnnufaelurer Chk- EC ® and dune /n neuv lance ,vilh the current vrrsinn.e n/TPI and drPA design nu mtardr. N. resj nnnihiliry is nsru,md fr,' nrenrner. Dime -i... - Truss ID: C1 ;;n,rn.d,na, re hr he ,•reified by rhe n„npnnent,nnnu/nerurcr nnA/nr building derignrr psi, rn fnMiMl;nn. Thr Au;ld;ng Ar.rigne u.n n.cecrinin Thal rhe lands n"'"r'' Dsgnr. MC WESTERN WOOD "n rhir,,r.rgn „,er."" ` erect lh,: l,ading inrp„red y tar l,enl bnue;ng ends nn,l rhe pnrrrnlnr npprem^rrr The design nccwne.vhm the Inp ehnrrl TC Live 40.00 psf DurFaes L=1.15 12=11.15 is Inrernlly h-ced bu he r !f-.17 r shenrh/ng and rhe h,,11 chord is lnleraO,, braced by a rigid .sheathing m inl dirraly attached. un1-ah-ise noted. 0-cing h,,n-n is " In'-f-pp,n „fo„r,prments,,,e,,,her nl , r, red,er h,cAling length. rnLr e,,,npanrm snag n,n hr pissed in n„ y TC Dead 12.00 psf Rep Mbr Bnd 1.00 ® FABRICATORS v,rumnrat rhnr ,rill emus the nu.i.wure euna•m n(thr „and a, rneM 19% and/,r en,.re,nnrrr,r pm„• e,rr,,,i„n. rnhrie r, handle. , atoll nrl hen r'his ruu ,n ,rrinn n ,rirh rhe• f,Il ing n ndnM, :/DINT 0ET,1Il.S' by 7' ,u ru,nl. '.4ACSPTPI I'. '1170.1 V. Ir'rn, I T,C,,^neil BC Live 0.00 psf O.C.Spaeing 2- 0- 0 n(.4,, ricn S, n la d Design Neap -chili fes. 71AA-MINC,, INATALUNG AND 8R.40NG MF AL PLATE l:ONNECTED WOOD TRUSSER' BC Dead 10.00 psf Design Spee UBC -97 7700 RIEGO ROAD, ELVERTA, CA 95628 .I/11169/l nnd'117R.9/.SUAIALdR I'.SllEr:7"he Tl'l. Th,•Traxl'lmr ln.nm,o- Rill i., l,cnndm DY)nq(ri,Drive. d/ndu,,,. lr';nr,n.rin Sirl9. The :In,rriccnn F, rev and Piper,4-etali,n (•IATA) i., b mrd rn l / l l 191h,SI-1. A 1% S1,• xnn. W-hing„n. DC MOM. TOTAL 62.00 psf Segn T6.5.41 - 0 Job Name: 'mclau h Truss ID: C2 Drwn- BRG x -LOC REACT SIZEREQ D TC 2x6 DFL #2 1 0- 2-12 1321 5.50•• 1.50•• BC 2x4 DFL #1 2 i7- 9- 4 1321 5.50•• 1.501• WEB 2x4 DFL STANDARD BRG REpUIRENBNTS shown are based ONLY PLT BLK 2x4 DFL 01 on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. TC FORCE AXL BND CSI 1-2 -2014 0.02 0.35 0.37 2-3 -1473 0.01 0.19 0.20 3-4 -1473 0.01 0.19 0.20 4-5 -2014 0.02 0.35 0.37 2-10.3 6-6 BC FORCE AXL BND CSI 6-7 1477 0.24 0.29 0.52 7-8 1492 0.24 0.10 0.34 8-9 1492 0.24 0.10 0.34 9-10 1477, 0.24 0.29 0.52 WEB FORCE CSI WEB FORCE CSI 2-7 101 0.04 4-8 -383 0.16' 2-8 -383 0.14 4-9 101 0.04 3-8 1241 0.55 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Loaded for 10 PSF non -concurrent BCLL. 9-0-0 9-" 1 2 3 4 5 1 0 -10 00 HORIZONTAL REACTION(S): support 1 -366 lb support 2 -366 Ib This truss Is designed using the UBC -97 Code. Bldg Enclosed= Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length - 90.00 ft, Bldg Width - 18.00 ft Mean roof height - 13.14 ft, mph - 80 UBC Standard Occupancy, Dead Load = 15.6 psf MAX DEFLECTION (span) : U999 MEM 8-9 (LIVE) LC 1 L- -0.07" D- -0.05" T- -0.12" __= Joint Locations =_=_ 1 0-0-0 6 0.0-0 2 4-7-10 7 4.7.10 3 9.0.0 8 9.0.0 4 13.4-6 9 13-4.6 5 18-0-0 10 18-0.0 115-6 8-1-7 2.5-6 2.5.6 9-0-13 SHIP 5- 0NAL FN 2-10.3 6-6 C/�c�(n 1.5-4 1.6 6-6 =0-7-7 1 QOF HA(C 10-7-7 �o B1 w y13�� Cn �rZ9 4.00I -4� 00 y �Gi OQ e z o 8-6-8 1' 2-0' GPS 1s -08 6 8 ATE 0 . 6 7 8 9 10 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "W" for HS 20 gauge or "H•• for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 Ther seri n ;.r /,r nn inrr,,,hlnnl hnudmX enn,pnnenl n,n v,,,,'., .,.nr'le,n. h hn.r heen hared nn epeqa lh- pr,„4ded he rhe cm,rpunen,,,,nny/ nn... Chk: EC ® nndd„ne,nneenrdnnee,ehhmeenrrem,•err;nn.,�Trinnrlarrads.rlRn.rinnrinr,er.,vnrer/ran.,'ihuin,crnrrr,,,,of,rdi,r,enr;nnnlneenrn�r.ohnen,inn.,' Truss ID: Ci2 she cr;fedh„Ihre„u,p„nen!,r,n�n/sneer,rernnrl.�nrhuildinAdeci},rer/rri,rl„fnhrienNnn. The Anilrlin}r/eci}nerrrrn,eln..--inlhnllhefi-lr Dsgnr: MC WESTERN WOOD ulil:eJ nn Ihir rle.ri n n,rel r,r -1 he h -lin} in,p ped hu the /-I huildin} en 1, and he pnrlicu/nr nppli-fi- The design ---lhnl the lop chord TC Live 40.00 DurFaes 'L=1.16 P=1.16 is lnlrrnllu hrnecr/h,i lhc•nn,/nr,/lnr,r.r'henlhinF nor/Ihr h,nnu„ehr�n/i.r'Inlcrnlly hrnecrl Avn ri}id.nc�nlmn}n,nlc,'in/Jin•elhnllnehrd. unlc•.r.c „Ihrru•i.re psf ®FABRICATORS nnl,..1. ll-ch,g,.n,,,rnir�,r/nlerns:,,,/rp rl„fem„pnnemr,ne,nherrnn/u n, reduce•huck/in);IcnAlh. Thi.rcnn,p„nrnl,'nnnnalheplacedinn „•,r,,,,,nrnl moir l -ill em,.re Ihe,,,,,,,,rennienl, e !flhe unndm e.recrd I V16 and/,•r __e „nor „r l-nwicn e, hn /1,. i-.11 TC Dead 12.00 psf Rep Mbr Bnd 1.15 '11-enrrnrinn. and hrnee this 1 -in aco-lnnee ,rim me f,th-mX.'m,,,1-1,e :/0lA7 D1:T4/1`S' n„ rn -I. '14hecl•rPl r. •070:1 V. 11 1 T,,,-T,,,-C,-cil BC Live 0.00 psf O.C.Spaeing 2- 0- 0 ,q:1,serien.clnndnrdDe.ri,;nRerpnne'ihdilml.'11AND1.harhticT,4LUNrdNDRRA hurl/r.41.P/_•nrr:ONNECTEDWOODTRl4VS/-"y BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . 0118A11 -17118-91 Sl/Ah1 LIRrS7/F.F-T' by TPI. The Trn.os Plme 1-6 1, (TP/) is fined nl D'On, fin Drive. Alndis„n, n';.renn.rin 53719. The.4,peri-F,orerinndPnper.-I-cmfi-(4FP4)ern,cmedminlrom.clreel.,vlr.sle.rnn.11'-hinxlnn.DC20036 TOTAL 62.00 psf SegnT6.5.41 0 J.ob Name: "mclau h Truss ID: C3 Drwa: BRG x -LOC REACT SIZEREQ'D TC 2x6 DFL 02 1 0- 4-12 1112 5.50"1.50" BC 2x4 DFL 01 2 17- 9- 4 1304 5.50" 1.50" WEB 2x4 DFL STANDARD BRG, shown are based ONLY WEDGE 2x4 DFL #1 on the trues material at each bearing PLT BLK 2x4 DFL 01 TC FORCE AXL BND CSI 1-2 -1829 0.02 0.28 0.30 2-3 -1424 0.01 0.24 0.25 3-4 -1439 0.01 0.18 0.19 4-5 -1976 0.02 0.34 0.36 BC FORCE AXL BND CSI 6-7 1321 0.21 0.39 0.61 7-8 1353 0.22 0.16 0.38 8-9 1464 0.24 0.09 0.33 9-10 1447 0.23 0.28 0.51 WEB FORCE CSI WEB FORCE CSI 2-7 78 0.03 4-8 -381 0.14 2-8 -291 0.10 4-9 99 0.04 3-8 1171 0.52 Plating spec : ANSUTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent SCLL. PLATING BASED ON GREEN LUMBER VALUES. 8-10-0 I 9-0-0 1 2 3 4 5 1 -10.007 129-9 HORIZONTAL REACTION(S): support 1 3571b support 2 3571b This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line - No , Exp Category - B Bldg Length - 90.00 ft, Bldg Width - 18.00 ft Mean roof height - 13.14 ft, mph - 80 UBC Standard Occupancy, Dead Load = 15.6 psf 9-0-13 SHIP 10-7-7 MAX DEFLECTION (span) : L/999 MEM 7.8 (LIVE) LC 1 L= -0.09" D-0.06" T= -0.15" =- Joint Locations ==__ 1 0-0-0 6 0.0-0 2 4- 5-10 7 4. 5.10 3 8-10-0 8 B-10-0 4 13-2-6 9 13-2.6 5 17.10.0 10 17-10.0 ,,S\ONAL FNCi HALE ��F9 F Q a.00I -a� oo o 8-6-81I 2-01 TE OF (Qj 17-16-0 127- 0-2-0 s-80-2.0 �6 7 8 9 10 STUB 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truawal software, unless noted. Scale: 3116" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: •EJ. JOB#: 51299 7he,'dr..ixni.,.lrrnnindieid"nlh,441MYa"mp"nrorn,nn,,.ee.rer,eur. nhnenrrnAnerdnn.erreifeminn.err,,,,;dedh,.rhrtu+rnrnrrun^lemur Chk• EC ® nd,hent;nnttnn/note,.uAmrrnrrrnr,•rrei„n.e„frr/nnda�r.+dreixn.,,nn,mr+le. ,vnre.e/+nn.einin�;.en. rrd�+r,rrnrn.ei„nnlnre+rrn�r•. nin,rn.er,+n.e Truss ID: Ci3 rr n, hr verified hr rhr enrrr/,nnenr ,nnnu/nenrnr nndnv Auildinx dceixner pr, v rn fnArienrir,n. Thr huilAinx Aerixner roust areerinin rhnl rhe lnnde Dsgnr: MC WESTERN WOOD :nl „n tore de.e;xn ,,,err nr r.eerd rhr /rrn,/inx bnr,rere hr rhr /nenl h„ddinx rude and rhe rnrdr,r/nr npprenriun. Thr ereixn ne.eu,r,re rhm me ehur,l _ TC Live 40.00 psf DurFaes L=1.15 P=1.15 i.e /nlern/lu h"r."d hr rhr -'!f-fl flnnr.ehrrnhmg noel rhe hnrrn,n shoed i., /nle-11 • hmced hu n rigid .shenrhinx rrrnnrin/ dirrerPo nunehrd, un/ev nrhenri,ve n. hrndnx.eh,urn;.ey+rinrrrnl.,,,r/,nr,,,fcnm/ mrnHrncmherannh•o+rcr/un•hucA'linxlrngrh. Thiscnnr"menn'hnl/nulhepinerAinnnv TC Dead 12.00 psf Rep MbrBnd 1.16 ®FABRICATORS n,,,rnl Jrnr .rm en,,.er mr rr,nennrr e,rnrrnr yfrh..r,.u,/ rn reerrd /V% nnrb;rr cnn.er c„unrerur plmr-11-h- rnhrienrr. hnndne, in.ernrl BC Live 0.00 psf O.C.Spaeing 2- 0- 0 nnAhenee rhi.e rnr,es in neenrdnnee virh rhr f,u,,,rinX.e,nndnrree: VOINTOE7:•ue8 hr n,,.,,rnl. 'nXS1'Trl P. '117e4 P- It I Tr,,- e,mntll +f:burrito.cmrr,/nrd or.e;xn er.el+nn.eihuinr.e.•n:INDI.ING h%WT:u.elrvG:ovn nrtnrhvr, n ler:u. ren Tr CONNECTED u•nnn TRuesec' BC Dead 10.00 psf Design Spee UBC -97 2700 RIEGO ROAD, ELVERTA, CA 96628-/lllR-vl)nnd'll/R•Yl S7/A6v.IR1'.cl/ELT'by Trl. Thr 7'-.ve Ph-l-m-lT/'ll iv h-ednr /J'Omr/tin Drive, hlndir"n. Irienm.ein 3719. The.b-H- meter and enrrr „mnr,,,n r..1W a is l"cored m /I I l lvm .4rrrrr. aar. s/e 800. Irnehinxrun. DC 0036. TOTAL 62.00 psf Satin T6.5.41 - 0 lJob Name: jmclaugh Truss ID: D1 Drww TC 2x6 DFL #2 BC 2x4 DFL 01 GBL BLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 40 pat live load and 12 psi dead load. Additional design considerations may be required if sheathing Is attached. [.I Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"Intervals. Bracing Is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs in the truss plane and creating shear wall action to resist diaphragm loads. Plating spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607. Permanent bracing Is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSUTPI 1. PLATING BASED ON GREEN LUMBER VALUES. I 7-3-0 I 7-3-0 1 2 3 4 5 6 7 8 9 10 11 133 1000 -10 5-5 1.5.4 - 1.5-4 - ��i-2--2-4 14-6-0 14 15 16 17 18 19 20 21 22 23 205 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category - B Bldg Length - 90.00 ft, Bldg Width = 14.60 ft Mean roof height = 12.41 ft, mph - 80 UBC Standard Occupancy, Dead Load = 15.6 psf LOAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R-Plf R.Loc LL/TL TC Vert 124.00 • 1. 2.0 124.00 0.0- 0 0.65 TC Vert 209.00 0- 0.0 279.00 7.3. 0 0.71 TC Vert 279.00 7- 3.0 209.00 14. 6.0 0.69 TC Vert 124.00 14.6- 0 124.00 16- 8.0 0.65 BC Vert 20.00 0-0-0 20.00 14- 6- 0 0.00 7-7.5 SHIP I0-7-7 TYPICAL PLATE: 2-4 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. == Joint Locations ==_ 1 0-0-0 14 0-0.0 2 1-4.0 15 1.4.0 3 2-8-0 16 2-8.0 4 4-0-0 17 4.0.0 5 5.4- 0 18 5-4.0 6 6-1.0 19 6.1.0 7 7-3-0 20 8-5.0 8 8-5-0 21 9-4.0 9 9-4-0 22 10-8.0 10 10-8.0 23 12-0.0 11 12- 0. 0 24 13.4- 0 12 13-4-0 25 14.6.0 13 14-6.0 ,�gSQNAt woe IoM HA44 Al 10/24/2006 Scale: 7132" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: •EJ. JOB#: 51299 Thad-iliac.fi,rnaiadwidaaleyediagn„ap,meatnritna.,.,syatn,,. aha.,heenha.,edrin..pecifwl;„n.eprn,idedhvthe n,n,pnnral,anarfaarer Chk: EC ® addaa ;aaeeardna<e Ph me ea treatver.,innx,fTr1nad.4Fp.4de.aga.nnndardr. Nn re.,prin.,ihrcyisa.c,a,aedlr ;,,,enxinan!a<earaey. Daae -wax Truss ID: D1 m hea•rl�e</ A.v rhe n,rnpr,nenl ,nen f elurcr anti/nr huil,ling rlr.,igner prior m fnhrienrinn. The building Ac.,igne r,.a n.,eertain that the lode. Dsgnr: MC WESTERN WOOD utilised nn mi.e design meet ,11 rleeer' the loading imp„se,l by the /,,-/ bantling code aad he particular app/;endrin. The design --that be lop chard TC Live 40.00 psf DurFaC8 L=1.15 P=1.16 is lnter llv braced by the rn !f, flat r e'healhiag and the hnmm, . h,-1 4, lalernlly braced by a rigie.,henthiag rnalerial direcrly allached, unless athe-ke ed. nrae;ng xeri ya c, fin In rrnl.vuppnn n/eaurprinems uaw,her., anly nr reduce hackling kaph. Thi., murpnnem.,hall oat he placed in nnv TC Dead 12.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS "i near that .,i/lcnn.,eIt; ,•,m.i.-re-alrm,fine, nen,excnd19%aadh,r<a,,.,ee-aecrnrplate nirrn.a,m. Fahrical,.hnnnre.in'"al! and brace this aux., is accordance ,yah rhe fdln ing.o-dards: :101,VT DCT: u!s' by Trn.,,ynl. t4,V.c/,T/'/ 1. 'n?c.4 r -11 / Trn.,., C-acil BC Live 0.00 psf O.C.Spacing 2.0.0 4,4mrr;ea•ela,,,lardoe.agape.,p,,,,.,ihuire.,.'11.4.VOLNGIvcT.4Lelh'c.4Nn8luchvcnlel:•LPL4TC CONNECTED WOODTRINSE" BC Dead 10.00 pal Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 96626 . (H1114 I) mrJ '/llQ-4l XUd IAhIR I'.t'IlfET'hv TPl. The Trry plate 1n.,nm,e 177'11 i., lnrno-,l at D'Dan(r;,, Or;ye. AlndL,nn, n'i,,a,n.,;n JJll9. rhe ari,erieaa rnre.,r ead Pa 4sneiali- 4FpI. per. 1, li.,r„entednr illi lvm.eneu.,vntSO, snn. u•n.vemgrna.00+nolo. TOTAL 62.00 psf Segn T6.5.41 • 0 [Job Name: jmclaugh Truss ID: D2 Drwa: BRG X -LOC REACT SIZE REQ'D TC 2x6 DFL #2 1 0- 1-12 1304 3.50" 1.50 BC 2x4 DFL 01 2 14- 4- 4 1104 3.50" 1.50" WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BCLL. on -the trues material at each bearing TC FORCE AXL END CSI 1-2 -1065 0.01 0.10 0.11 2-3 -803 0.00 0.11 0.11 3-4 -803 0.00 0.11 0.11 4-5 -1065 0.01 0.10 0.11 BC FORCE AXL BND CSI 6-7 730 0.05 0.27 0.32 7-8 730 0.05 0.27 0.32 WEB FORCE CSI WEB FORCE CSI 2-7 -276 0.11 4-7 -276 0.11 3-7 499 0.22 Plating spec : ANSUTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 PLATING BASED ON GREEN LUMBER VALUES. 7-3-0 I 7-3-0 1 2 3 4 5 1 0 -1 oes B1 B2 1z"_0 14-6-0 6 7 8 HORIZONTAL REACTION(S): support 1 .297 Ib support 2 -297 Ib This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category - B Bldg Length - 90.00 ft, Bldg Width - 14.50 ft Mean roof height - 12.41 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psi 7-7-5 SHIP I0-7-7 MAX DEFLECTION (span) : Lf999 MEM 7.8 (LIVE) LC 15 L- -0.02" D- -0.03" T- -0.06" - Joint Locations 1 0- 0- 0 5 14- 6.0 2 3- 9- 7 6 0- 0- 0 3 7. 3- 0 7 7- 3.0 4 10.8.9 8 14- 6.0 CS\0NAL FN�i HACK LU y�31� oa �i w Ni11231 �� 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 7/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ® This design is "an mdi"id.nl huddiag .""p -en, na Intry avrmw. lI has her. hasrd,m sin"i(reNinn,r pr.,,irled by Ihr nunpmrnl mnmfnn.nv add.neinaecardaneen•iththe ',.',rent,,err;,,.r,feeland:IFP4 design-adnrdr. ,v,.re.rpnn.,;nin,•;.rare.tnedfrd;men.ri,...laer.ra�.. Dinnn.r;na,r e n, rte .•rrifien n,, the e,.npnnrnr I„an n.rer nodi,', m,ddfng der;g.rr prier a.I nr;rnl;nn. The n.B,h.g',designer n,n.st asc-aia mal the laadr Chk' EC Dsgnr: MC Truss ID: D2 WESTERN WOOD ® FABRICATORS mmAnn Ihfc dc•.vign uart ur',',recd rhe loading irupused by the Incal huilding sale and the pnnicular applicalh- The design nsc n Ihm the Iup ch -d is lateral(,, hrnerd by the rvmf.r fiunnchemhing and the halt chard it Imrrnl/v"hrneed A. n rigld,rhentM1ing nrnmrin/ A;reedy nunehcr/, nnlecc nthcnriu• ""'ed Bracing shmvn isfiv mm.air.pp.rl,frnmpnnenLr menrhercnnlvrn rrduec M¢kling length. Thi.se, paneni shall nalhe placed in anv "ir^a,,,eal that iris eau,m then,,,in-e e.meni fore ...... m esered /Yes and/or enure --l- ennn.d - Fahr/sale, handle, install and hraee this -- in nernrrinnee ,rilh the fr,!l.ming xtaada,ds: '/DINT DET.4/1.N' h,, T-rn-al, 'AN.¢I?Pl P. 'IITCA P. II'n.d Truer C^.neil TC Live 40.00 psf TC Dead 12.00 psf BC Live 0.00 psf DurFaes L=1.15 P=1.15 Rep Mbr Bnd 1.16 O.C.Spaeing 2- 0- 0 fAnmrl-S-dard Design Respnnsihilide¢'HANDLING/AOT4LLlNO AND BR4CINGA/ETAL PL4TE CONVECTED WOOD TRIR.VFV' BC Dead 10.00 psf Design Spec UBC -97 "3700 RIEGO ROAD, ELVERTA, CA 96628 . l/Il/1-Y Il nnJ'1110-Y1 1'(IAdA/.•iR l'SI/ELT' by TPI. Thr Tru.rs Plum /n.elirute lTP/1 ;s lnentrJ al D'On, f in Or;vr. Alndi..�n, u2crnn.rin Silly. ncc anmrirnn r•„reel and pnprr.4.rrndnli.n /.4FP.4/ i.r lncamd at 11 n /Ym street n'Ir. sm ane. Irnrh;ag.,a. DC 20036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: 'mclau h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. Truss ID: F1 Drw : ERG x -LOC REACT SIZE REQ'D TC 1.50x5.50 DFL 02 Plating spec : ANSVTPI - 1995 This design based on chord bracing applied 1 0- 2-12 11259 5.50 4.00 BC 1.50x7.25 DFL 02 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 14- 9- 4 11019 5.5o" 3.92" 1.50x7.25 LVL 1.65ETSLSL 9-11, 11-12 MULTIPLE LOAD CASES. max o.c. from to ERG REQOI=ENTS shown are based ONLY WEB 1.50x3.50 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT 01607. TC 24.00" 3-11-11 15-0.0 on- the truss material at each bearing 1.50x3.50 DFL #1 3-9.11.5 ......... a ........ ♦ ... This truss Is designed using the ®FABRICATORS "ern teen, Ihnl ,rill -1, rhe ,„His- neaten, , f,he woodm .w exceed 19% and/ wucnnneernr plate e,nu.riun. Fabricate. handle. install 12-6 Nail pattern shown Is for PLF loads only. UBC -97 Code. TC FORCE AXL HND CSI Drainage must be provided to avoid ponding. Concentrated loads MUST be distributed to Bldg Enclosed = Yes, Importance Factor = 1.00 1-2 -13000 0.09 0.27 0.37 Permanent bracing Is required (by others) to each ply equally. On multi -ply with hangers, Truss Location = End Zone 2-3 -15924 0.14 0.27 0.42 prevent rotation/toppling. See BCSI 1-03 use 3" nalls min. Into the carrying member. Hurricane/Ocean Line - No , Exp Category - B 3-4 -16814 0.17 0.19 0.36 and ANSVTPI 1. For more than 2 ply, use additional fasten- Bldg Length - 90.00 ft, Bldg Width - 14.83 ft 4-5 -20395 0.25 0.29 0.54 Continuous lateral bracing attached to flat ers as Indicated from the back plys, or use Mean roof height = 12.05 ft, mph = 80 5-6 -6736 0.03 0.28 0.31 TC as Indicated. Lumber must be structural any other approved detail (by others). UBC Standard Occupancy, Dead Load - 15.6 psf grade. Brace @ 24" o.c. unless noted. ...................... --LOAD CASE #1 DESIGN LOADS - BC FORCE AXL HND CSI End verticals designed for axial loads only. PLATING BASED ON GREEN LUMBER VALUES. Dlr L.Plf L.Loc R.Pif R.Loc LL/TL 7-8 9640 0.37 0.15 0.52 Extensions above or below the truss profile 3-PLYI Nail w/10d BOX, staggered (per NDS) TC Vert 104.00 0.0- 0 104.00 3.10- 7 0.77 8-9 11361 0.41 0.18 0.60 (if any) require additional consideration In: TC- 2 BC -17 WEBS- 2 **PER FOOTI" TC Vert 145.03 3-10.7 145.03 15.0-0 0.77 9-10 20071 0.26 0.13 0.40 (by others) for horiz. loads on the bldg. Nall In layers or from each face. SC Vert 1357.89 0. 0- 0 1357.89 14.10. 0 0.63 10-11 16405 0.21 0.19 0.40 BC Vert 27.89 14-10-0 27.89 15.0-0 0.00 11-12 20515 0.26 0.09 0.35 ...Type... lbs X.Loc LL/TL 12-13 -68 0.00 0.15 0.16 TC Vert 188.8 3.10- 7 1.00 TC Vert 56.7 3-10.7 0.00 WEB FORCE CSI WEB FORCE CSI 2-8 -2677 0.11 5-10 4810 0.71 2-9 3256 0.48 5-11 11513 0.63 3-9 9936 0.54 5-12-18414 0.78 DEFLECTION (span): MAX MAXMEM 4-9 -3966 0.17 6-12 11324 0.62 10.11 (LIVE) 1 LC 1 4-10 1978 0.29 6-13 -9584 0.39=1_1-W L= -0.16" D= -0.09" T= -0.25" 3-11-11 = Joint Locations =_�- 1 2 3 4 5 1 0-0.0 8 2-5-8 6 3-PLYS 2 2-5-8 9 4-5-8 REQUIRED �- , 10.00 245# 10-10-7 a 7-3.9 11 10-6.8 5 10-6-8 12 12.6- 8 6 15-0-0 13 15-0-0 7 0-0-0 10-1 MX/10.16 2.5.6 3-11-2 3-11-2 3-b-9 SHIP 4-12 1 s IO -7.7 ,-0-0 -s 12-12 B1 6.00 I -6.00 2-5-8 6.1-0 2-5-8 I 200 15-0.0 200 7 8 9 10 11 12 13 B2 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truawal software, unless noted. ,gg10NA(FN HAQ y�31� y 10/24/2006 Scale: 11132" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: 51299 Thi. design is.t an iadi,•ideal hWhrng a ,,,pnnrnr ern rrn.,,, ., ;,,r,,,. h 1,n., hrrn nn.,rrl „,.,pre frna„n., pr„ •;,lrrl n ,rhe ..... pnnrnr many, c'n- Chk' EC ® ,n,/ Anne in ne lance ,ebh be curr..a„,e wa., ,.frPl a"/ AF bl deign ,vandnr,lo. N, re.,/,ea.,ihu; ";., a.,.,n,ne,/.�,r e;,nra.rienal ncnurarn. Di,,,enswa, Truss I D: F 1 r¢ ,, he ,•rrifrrd he rhe erunp„nenl mnnufnerurer nn2'er 1,„i/ding tleeigner prim m fnhrienlien. The heihliag dr.,igarr .....,, a,eerra;a ,hal rhe loan,. Dsgnr: MC WESTERN urilked ,, ,hie ee..ign ,Heel er c.ec"d the /,,,ling i,,,P,.md hu,he lien/ building ends and the particular applienNnn. Thr design nr,u,nrc that she rap chord TC Live 40.00 psf DUrF8C8 L=1.15 P=1.15 WOOD he i s Int rnllu braced hr• rrnnf,, flhealhing an ee, sd h an,/ rhe h„neur ervd is Inrernllu hrnerd by o rigiA.,hrnrhhrg material direerh nrrneheA, unlace otherwise n„rd. Bracing shenm L,%,r larrral.,appnr, ,!f.'nsPn ,,s. ne,nher., en/r h, ,eine, hnchRng rength. ThL. cmrrPnarat anaR Hat hr plane in n y TC Dead .12.00 psf Rep Mbr Bnd 1.04 ®FABRICATORS "ern teen, Ihnl ,rill -1, rhe ,„His- neaten, , f,he woodm .w exceed 19% and/ wucnnneernr plate e,nu.riun. Fabricate. handle. install and brace this 1,,.,.v in acnvdance with the fidInu•ing .r land -4: :/DINT DEI:9/1-V hu True I. 'ANSI/TPI P. 'MMA V • [Parrs Truss Council BC Live 0.00 psf O:C.Spaeing 2- Q- D 4A,mvieo SIaadard Design Rest asihililiex'HANDLING INSTALLING AND BRACINGIETAL PLJ TE CONNECTED IPDOD TRUSSES' BC Dead 10.00 psf Design Spec UBC. -97 2700 RIE00 ROAD. ELVERTA• CA 96626 • (1111141) an,171111.91 SUA/AIAR1' S'IIEET' by TPI. The Trusc Plate /n.vimrr (TPI) is /neared at D'On„fria DM, Alndiron, Irisc,, sia Il7/9. Th,.I,,,eriena F,e I and Paper A-6.6on (AFPA) a heat -la, 1 / 11 1911,Sheer• NII'. Ste 300. Washing a. DC 10076. TOTAL 62.00 psf Seqn Ts.5.41 - 0 Job Name: 'mclau h Truss ID: G1 Drwa: BRG X -LOC REACT SIZE REO'D TC 2X6 DFL 02 1 0- 1-12 1105 3.50" 1.50 2x8 DFL #2 3.6 2 14- 4- 4 1103 3.50" 1.50•' BC 2X4 DFL #1 BRG REGUIREtENTS shown are based ONLY FILL CHO 2x4 DFL STANDARD on the truss material at each bearing 2x6 DFL #2 0-0 WESTERN WOOD "liu_erlr,nlhl.,h:=ixn"rr...... c-1the l"nr/in•hvmemenln"ne;Xenrh•nnrl,hePnrr;�nlnrnPPrrnli„".Thele..;inn.,,"rne.,Ihnllhrl,Pehnr,l TCLIve 40.00 psf WEB 2x4 DFL STANDARD TC FORCE AXI, BND CSI PLT BLK 2x10 DFL #2 1-2 -1065 0.01 0.12 0.13 GBLBLK 2x4 DFL STANDARD 2-3 -804 0.00 0.13 0.13 Flat top chord has not been designed for 3-4 -788 0.00 0.11 0.11 drifting snow unless noted otherwise. 4-5 -1044 0.01 0.10 0.11 Design Spec UBC -97 BC FORCE AXI. BND CSI 6-7 729 0.05 0.32 0.37 7-8 701 0.05 0.32 0.37 WEB FORCE CSI WEB FORCE CSI 2-7 -280 0.11 4-7 -243 0.10 3-7 480 0.21 10-7-7 2.54 20-7-7 B1 Plating Spec : ANSI/TPI -1996 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607 Loaded for 10 PSF non -concurrent BCLL. Permanent bracing Is required (by others) to prevent rotation/toppling. See SCSI 1-03 and ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor,= 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 it, Bldg Width - 14.50 it Mean roof height = 14.39 it, mph = 80 UBC Standard Occupancy, Dead Load = 16.6 psi 12-0-02-6-0 1 2 3 4 I 6 F1_0.0 -_,-o-.0 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 12- 0.0 14- 6. 0 TC 24.00" 7. 4- 6 12- 0- 0 UPLIFT REACTION(S): Support 2 -1 ib HORIZONTAL REACTION(S): support 1 300 lb support 2 300 Ib -------LOAD CASE #1 DESIGN LOADS -------- Dir L.Plf L.Loc R.Pif R.Loc LL/TL TC Vert 124.00-1.2-0 124.00 0-0-0 0.65 TC Vert 104.00 0. 0. 0 104.00 14-6-0 0.77 TC Vert 124.00 14-6-0 124.00 15-8.0 0.65 BC Vert 20.00 0-0.0 20.00 14-6.0 0.00 1a:Q 16-0-0 1� 6 7 8 MAX DEFLECTION (span) : L/999 MEM 7-8 (LIVE) LC 15 L- -0.02" D- -0.03" T- -0.06" _=_= Joint Locations 1 0- 0- 0 5 14. 6.0 2 3-10- 2 6 0- 0.0 3 7.4.6 7 7-4-6 4 10.9-2 8 14-6.0 ��_SSIONAt FN �oQ� IoM HAQ TYPICAL PLATE: 1.5-4 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/8" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 Tld., l-ig, i.,,i,r nn ;ndwidh l hn;hrng a•,rrPr nenl,,." Ir,,.....,.,•.„en.. n h ,herr nn.,ed,.n ,cPecfficm;, "., Pr,".+derl hr me c",.rP„n nl rr,nnr,/ nnrrr Chk: EC ® nd"'", i"nee"rr/nne,•,ri" ,,, „rr,.nl,.er..h,n.,.n(TPI n 1 Fe+de..ixn..,nn,lnrrl.,: A"re.,P„n.,ihdilr;..n,.,n,ned;r,hrnen„"nnl"ec"r.c". D; -h- Truss ID: G1 hr .•rrrykd he me e" -w ,nnn,fi el"rer Fh"ihhn} rlev;Fncr Prin,1,.,/nhr;enlinn. Thr hWIdin} de.oie-. "r"sl nseerrnin Ihnl the I-1, Dsgnr: MC WESTERN WOOD "liu_erlr,nlhl.,h:=ixn"rr...... c-1the l"nr/in•hvmemenln"ne;Xenrh•nnrl,hePnrr;�nlnrnPPrrnli„".Thele..;inn.,,"rne.,Ihnllhrl,Pehnr,l TCLIve 40.00 psf DurFaes L=1.15 P=1.15 it In/crnlle hrnttvl he the rvu,/",.fl r.rhen/hin} _1 lh" hrnnnu ch„n/ i.r lnlernlhr hrnecr! hr n rixirl shrnlhin� mnlerirrl di/eel/r nllnehrd. "n/rsr 1herwise nrnrre fl -Mg shn„•n;.,,i1,r lnlernl.,.Pp "rI l!f..InPnnenl.1,nenrher,, I,, ,, red-, hnearnx leph. Thi., c"rr,P"nrnl.chn i -1 he ph -d it, TC Dead 12.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS "nn„nl lhnl..•ul e - me nrr.is-, er nlenl r flhe "vm I n -11959 1449 nnr""r enlr.r,• e"nneemr Plnrr a"rr".,;"n. Fnhricn -. handle. i"„nil and hrnee Ihie I- m nee"rdnnee ,.•ilh me fill""dna .mnndnrd,: VOWT DET. IILe' h,• Trnewnl. •ANS'1:TP1 r. 'It TCA V. u•;." I T-.,, Cr,n ,eil BC Live 0.00 psf O.C.Spaeing 2. 0- 0 r/a,,,errens•InndnrdneaFnRr.I.-ihiline... MAIMING INSTu.UXIIANDI7X4ravGVETALPuTECONvrcremm71OnTRUSSES' - BC Dead 10.00 psf Design Spec UBC -97 1700 RIEGO ROAD, ELVERTA, CA 95626 - IH1S•91) -1711B41 SUA 41 ISR I'SHCET' by TPI. The 7- Plate In.m/rum (TPI) i.r lnenrcd nl A'Om f in Drive. Alnd;s"n. Ih7se"n.e;n 33719. Th -4 neHi Frrre.w -1 Pnpc, e.rx"cinlinn /aFP414, h,enlyd nl 1111 191h SI -1. AM! Sre xnn. mr,1h1,;9In. Dc 30036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: 'mclau h Truss ID: G2 Drwa: BRG x -LOC REACT SIZEREO'D TC 2x6 DFL #2 1 0- 2-12 2124 5.50"2.26 BC 2.6 DFL #1 2 23- 9- 4 2124 5,50" 2.26" WEB 2x4 DFL STANDARD BRG REOut -ENTS shown are based ONLY Loaded for 10 PSF non Concurrent BCLL. on the trues material at each bearing PLATING BASED ON GREEN LUMBER VALUES. TC FORCE AXL BND CSI. 1-2 -2676 0.04 0.47 0.51 2-3 -2640 0.04 0.31 0.36 3-4 -2640 0.04 0.31 0.36 4-5 -2676 0.04 0.47 0.51 BC FORCE AXL BND CSI 6-7 1890 0.23 0.75 0.98 7-8 1154 0.14 0.86 1.00 8-9 1154 0.14 0.75 0.89 9-10 1890 0.23 0.75 0.98 WEB FORCE CSI WEB FORCE CSI 2-7 -558 0.25 3-9 1464 0.65 3-7 1464 0.65 4-9 -558 0.25 kill 10-7-7 3.64 IO.7-7 Plating spec : ANSVTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Permanent bracing Is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSVTPI 1. 12-M I -0 12-0 1 2 3 4 5 1 -1 R5-6 B1 B2 1 F2:Q 24-0-0 1 i24 6 7 8 9 101 HORIZONTAL REACTIONS) support 1 464 lb support 2 464 lb This truss Is designed using the . UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category = B Bldg Length - 90.00 ft, Bldg Width - 24.00 ft Mean roof height = 14.39 ft, mph - 60 UBC Standard Occupancy, Dead Load - 15.6 psf ---LOAD CASE #1 DESIGN LOADS .- Dir •L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 124.00 .1-2.0 124.00 0.0- 0 0.65 TC Vert 104.00 0.0.0 104.00 24- 0- 0 0.77 TC Vert 124.00 24- 0- 0 124.00 25. 2. 0 0.65 BC Vert 20.00 0-0.0 20.00 6. 3- 0 0.00 BC Vert 95.00 6-3-0 95.0017-9.0 0.51 BC Vert 20.00 17- 9.0 20.00 24- 0. 0 0.00 11-6-13 SHIP =0-7.7 MAX DEFLECTION (span) : U913 MEM 7-8 (LIVE) LC 1 L- -0.31" D= -0.25" T- -0.56" ==== Joint Locations =--_ 1 0.0- 0 6 0. 0- 0 2 6-3-2 7 6-3.2 3 12-0-0 8 14-0-0 4 17.8-14 9 17.8-14 5 24-0-0 10 24-0-0 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/8" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ® Thlr design O fr,r nn mdlvrrlunl hwh1mg euwpnnrm nm rru.ra .cuvrnr. 0 hna' Arrn hrtrerl nn .rpeeifienr;nn� pruv;drAhn Ihr erunpnnenl rn laelu- nA Areae in ace-danee with the cement e-sh n.r 7PI a IAFP.4 Aedga n Nn & /nren.ri-al Chk- EC Truss I D: G2 -d -lc. rerpnnaihlliry neeuraev. Ditncnsinac n.rrr"nerlfnr r re rn Ar verified hvthe erunpnnrnr nrnnu/nemrer and/nr huild;ng der;gne• print rn fnhritnrinn. The hnilAing Aar/gar a.rl n.rrerrn;n that lhr lunar Dsgnr: MC ul!/i:e•A nn Ihi.r rlerign meet nr excerA rhe /ending impr,xer/ by the h-/ hui/Jing -de and the pani-lnr applienlf - The drvlgn ecru ae.r that he rap chard TC Live 40.00 psf DurFacs L=1.15 P=1.16 WESTERN WOOD 4, lawal(v hr 1 by rhe rnnfnr far r.rhenlhiag and he h"Itunr ch -1 it lnrernlly hrneed by a rigi l shealhing material d/reerly attached. uale .r nrhenvir paled. Braang.than•nlrfrrlmerm.rappnrlrfennrpnneALvnemherrnnlvm rrlueehueA'linglength. Thi.re, pnnenLrhallnnlhepfaeedinanv TC Dead 12.00 psf Rep MbrBnd 1.00 ® FABRICATORS ' n p em that 111/1 enu.m the mu&I.- -areae nfrhe 11un I., ereeed 19% and/nr enu,ce [armee-, plate eurrn.rinn. f hricme. handle. install BC Live 0.00 psf O.C.Spaeing 2-0-0, and hence IN,, It- is accordance 11lth rhe f,llmvMg .rrnnd-l', AOINT DETAHS' by Tnr."val. 'ANSI/TP/ 1. 'II7CA V. If d Tru.cr Cuundl JAa nico Srnndard D-1ga Rerpaa. Mililies. WANDLING &STALLING AND BP 4C1NG METAL PLATE CONNECTED WOOD TRIISSEV BC Dead 10.00 psf Design Spec UBC -97 !700 RIE00 ROAD, ELVERTA, CA 95828 -0118.91)nnd'H1B-9/SUAIA/AR l'SHEET' by TPI. The Tru.rr Plate In.rrirure?PO 1v Inertial at D'Onnfrin Drive. Aladi-a. Ilri.ccmc;n 53719. The Aruerican Farerr and Paper.4.-cinrlan (AFP.4) is filed at l 11l 191h Swe,. A'II'. Sle 800. Washiaghm. DC 200.14. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: "mclau h Truss ID: G3 Drw : Bac x -IAC REACT SIZE REp'D TC 2x6 DFL #2 Plating spec : ANSI/TPI .1995 HORIZONTAL REACTION(S) : 1 0- 2-12 1919 5.50`: 2.05^ BC 2x6 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF support 1 464 lb 2 23- 9- 4 - 2124 5.50" 2.26" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. support 2 464 lb BRG REQUIREMENTS shoo are based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss Is designed using the on the trues material at each bearing PLATING BASED ON GREEN LUMBER VALUES. Permanent bracing Is required (by others) to UBC -97 Code. ` ' - prevent rotation/toppling. See SCSI 1-03 - Bldg Enclosed = Yes, Importance Factor - 1.00 TC FORCE AXL HND CSI and ANSI/TPI 1. Truss Location = End Zone 1-2 -2676 0.04 0.47 0.51 O,C.Spaeing 2- 0.0 Hurricane/Ocean Line - No, Exp Category = B 2-3 -2639 0.04 0.31 0.36 Bldg Length - 90.00 ft, Bldg Width - 24.00 ft 3-4 -2639 0.04 0.31 0.36 .Jdmer/en 8rnndnrd Derlgn Berp..n.dhilirie.r,'HANOLI,VG l,V,5T.1/,/.INr AND BR4C/•VGA/Fll4l.Pl.:ITE. CONNECTED IPlIOD TRC%.C.SE.C' - Mean roof height - 14.39 ft, mph - 60 4-5 -2676 0.04 0.47 0.51 •3700 RIEGO ROAD, ELVERTA, CA 95628 UBC Standard Occupancy, Dead Load - 16.6 psi --LOAD CASE #1 DESIGN LOADS --- BC FORCE AXL HND CSI TOTAL 62.00 psf Dir L.PlfL.Loc R.Plf R.Loc LLrrL 6-7 1889 0.23 0.75 0.98 TC Vert 104.00 0.0-0 104.00 24.0.0 0.77 7-8 1154 0.14 0.86 1.00 TC Vert 124.00 24- 0.0 124.00 25- 2.0 0.65 8-9 1154 0.14 0.75 0.89BC Vert 20.00 0-0.0 20.00 6. 3.0 0.00 9-10 1889 0.23 0.75 0.98 BC Vert 95.00 6.3-0 95.00 17-9.0 0.51 BC Vert 20.00 .17. 9- 0 20.00 24- 0. 0 0.00 WEB FORCE CSI WEB FORCE CSI 2-7 -557 0.25 3-9 1463 0.65 3-7 1463 0.65 4-9 -557 0.25 I 12-M I 12-0-0 1 2 3 4 5 10 00 -10 00 B1 11.6.13 SHIP 8 =0-7.7 B2 24-0-0 1 F" 6 7 8 9 101 MAX DEFLECTION (span) : U912 MEM 7.6 (LIVE) LC 1 L- -0.31" D- -0.25" T- -0.66" == Joint Locations 1 =0- 0. 0 . 6 0- 0. 0 2 6-3-2 7 6-3-2 3 12-0-0 s 14.0-0 4 17-8-14 9 17.8.14 5 24-0-0 10 24-0.0 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/8" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: 51299 ® Thlr de ign cr/,r nn ;admidunl buil, lag eu.pa-, lar lru.rc,rmrern. B has heel ha.arr! m,. rpee;frearmar pnm;ded ho rhe e.unpa^enl Bran ! -lure, nn,ld„n n�nrdnnee,.i,h,he�„,ren„•er.,.;,,n.,,fTpinnd:IFI.I,Ir..rixn.,,nn„nrdr. Chk' EC Truss ID: G3 ; ";';;fDn,ren.,;„nr he•erfedherheannpaaearnaaufea.reranda,rh,.Bdmg kaga pH mfhrimriaa. Thehr.udiae,eagle arhnr,h,•land, mB;:al Dsgnr: MC WESTERN WOOD an ilea deega .neer ar e,cee,/ rhe landing hnp,aren h,• me lacnl h„using cane and he pnrdcnlnr apprcm;.an. me ner;ga arrnme.r anal me r,ap chard it lmernll,. h,a d he rhe ra, far flnnr.rhenlhiag aad the hn0rrnn eh..rd is lnremlle hraml h„n rigid n'hraihiag niaierial d;meule nnaehr,,t irnlerr alhenrirc TC Live 40.00 psf DurFacs L=1.15 P=1.15 ahled. Brae/ag.rhaam;.r/��M-al.rnppnrlaf nap"realmre..rhea.ranronaredncennc4l;nglengm. This ca,apnnealshall mal 'hepincedinnat, TC Dead 12.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS mnnrem lhnr aaB cna.re ne mnlrl,rre camem,JOhc u•andla ereeed /9% nndr^r-se amneaur plme avrnriaa. F•ahri-e. handle, iasmB BC Live 0.00 psf O,C.Spaeing 2- 0.0 ran hale- lh;.r /r,..ar in ncenrdnaee ,ern the /aBn"ang.rmndnrvlr: :/O/.VT UE7.-I/L.S' hu TracwaL 'AMV.TP/ l { 'IF7CA I' - IPnnrl Tru.cr Cnuncil .Jdmer/en 8rnndnrd Derlgn Berp..n.dhilirie.r,'HANOLI,VG l,V,5T.1/,/.INr AND BR4C/•VGA/Fll4l.Pl.:ITE. CONNECTED IPlIOD TRC%.C.SE.C' - BC Dead 10.00 psf Design Spec UBC -97 •3700 RIEGO ROAD, ELVERTA, CA 95628 - (HlD-9q and'H/B-91.1'(/hlAL4B1'.SHEE7"hvTPl. Thr Tru.ve Plna• Inrri0mr (!'Pll ie luenlyd m D'Omfr;a pr;ve..lJnn;snn. lPinnn.vin Ji7/9. The nrericaa Fares rad Paper p.rv^dadan (.4FP.4) is hmnled m l Ill 190h Street, MP..Sa, 800, W shiagrun. DC 20036. TOTAL 62.00 psf Seqn T6.6.41 - 0 [Job Name: jmclaugh Truss ID: H1 Drwa: TC 2x6 DFL 02 2x4 DFL #1 2.3 BC 2x4 DFL #1 Drainage must be provided to avoid ponding. Continuous lateral bracing attached to flat TC as Indicated. Lumber must be structural grade. Brace @ 24" D.C. unless noted. PLATING BASED ON GREEN LUMBER VALUES. T 1.2-4 1 I0-6-10 -0-15 1 2 Plating spec : ANSUTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Gable verticals are 2x 4 web material spaced at 16.0 " D.C. unless noted otherwise. Top chord supports 24.0 " of uniform load at 40 psi live load and 12 psf dead load. Additional design considerations may be required H sheathing Is attached. [+] Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"intervals. Bracing Is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads. This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 1.0-15 13-0.3 This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category - B Bldg Length = 90.00 ft, Bldg Width = 48.03 ft Mean roof height = 9.68 ft, mph - 80 UBC Standard Occupancy, Dead Load - 15.6 psf ,1-1-1 3 4 7.0 I 12 0-0 1 -7.0 0j--31 5 T I0-0-'01 1 SHIP 0-f:3, 6 == Joint Locations =_ 1 0- 0- 0 4 14- 0. 6 2 1-1-3 5 0.0-0 3 12-11- 3 6 14- 0- 6 I& TYPICAL PLATE : 2.5-6 10/27/2006 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 11/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S12991-02 ® This derign is f- nn indh id -1 hW1d;ng a ,P—enr nnl narr.r,.rt— lI h. her,, hn,rrrl nn specif-6—.r prnWd d by he cnmpnnenr mon f nure• AFPAdesign Arn•erpnn.r;hihn�;: Chk- EC Truss ID: H1 �dd—eina—dancewithlhecurrrnr+e•sinns,+fTP/and .vandn•ds. as.cumeJJ;dhnenr;nnalarrara�r. Dh—xia„.r •r rn be —ifrrd by Ihr —,pnnrnr conn f crura. Dsgnr: MC TC Live 40.00 psf DurFaes L=1.15 P,=1.15 WESTERN WOOD urili:er/nnlhirdrrignneernr neerlthefnnAingimpnreAhvthe/nenlhuilr/inge�dennr/rhepn•nn.ln.npplienrinn. Threfecignnrrurnesrhnrrhernpehnn/ i,s lorrrnlly hr—d by the—f—force.rhenrhing noel rhe h+vrnrn chord it larern/lv hrneed byn.igid.rheoth;ng nrnterinl Ai•eclly nnnehed unle,. nrhrr ve nen. B-cing sh.wn it f • Innr.1-pp— nfmmpnnenls mrrnhru nnhnn reduce hucA'ling Irngrh. Thi.r cnrnpnnrnl shn/l nnl he pine,d i,, nnv TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS Ihn+r enl , ill more the rix—e —1— r,uud lhe "• In exceed 19% nn 1, muse cin„rcm. pl— cn. n.rinn. Fnh•ic—. h -1/e, i -WI BC Live 0.00 P sf O.C.Spaeing 2-0-0 and h•nee this t,—in --dance "4rh Ihef,11-4.g.rr—I-dv VOINT DFTAH-Vk,,T•a—I. %NNW.TP/ 1. • fTrA F. mnnnT-sr council nf,4rnrri-.S—dn•dDesign RespnarihUhier,'HANDLING INSTALLING AND BK4CIA'GA/ETAL Pl_4TF CONNECTED WOOD TRUSF-V BC Dead 10.00 psf Design Spec UBC -97 ” 3700 RIEGO ROAD, ELVERTA, CA 95626 - IHI13-911 n,,d'H111-9/ S'UAIA-IAR1'S11EF.7' by TPI. The Trac Pl— 1-fi-e (TPI) i.r lnenrrd err D'D,,n/•;n Drhr. Alnrlirnn. II'iaen w 53719. The A—,icnn Fnrerl and Pnper A.crnc/nlinn (AFPA) is fi—ed nl 1111 /91h,St-1. NII', ,Sir 800, II'nshingtn,,. DC 20036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: "mclau h Truss ID: H2 Drw : BRC x -IAC REACT SIZE REQ -13 TC 2x6 DFL 02 Plating spec : ANSUTPI - 1995 This design based on chord bracing applied 1 0- 1-12 973 3.50^ 1.50" 2x4 DFL 2100F -1.8E 2.3 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 13-10-10 973 3.50" 1.501, BC 2x4 DFL #1 MULTIPLE LOAD CASES. max o.c. from to BRG REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 24.00" 3-11.4 10-2-0 on the trees material at each bearing. Lumber shear allowables are per NDS. Drainage must be provided to avoid ponding. This truss Is designed using the PLATING BASED ON GREEN LUMBER VALUES. Continuous lateral bracing attached to fiat UBC -97 Code. TC FORCE AXL BND CSI TC as Indicated. Lumber must be structural Bldg Enclosed = Yes, Importance Factor = 1.00 1-2 -1395 0.01 0.28 0.29 grade. Brace LID 24" o.c. unless noted. Truss Location = End Zone 2-3 -1219 0.03 0.76 0.79 Hurricane/Ocean Line - No, Exp Category = B 3-4 -1422 0.01 0.30 0.31 afAmrri-Smnd-at Design Rerpnnsihilinnr.'HANDLING /N.CTALLINGAND BRACING AIETAL PLATE CONVECTED 11*000 TRUSSEV Bldg Length - 90.00 ft, Bldg Width = 48.03 ft Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 Mean roof height = 10.51 ft, mph = 80 BC FORCE AXL BND CSI - UBC Standard Occupancy, Dead Load = 15.6 psf 5-6 1167 0.19 0.17 0.36 TOTAL 62.00 psf Seqn T6.5.41 - 0 6-7 1177 0.19 0.15 0.34 7-8 1191 0.19 0.15 0.35 WEB FORCE CSI WEB FORCE CSI 2-6 106 0.06 3-7 114 0.06 2-7 140 0.04 2.10-3 2.5-6 I0-6-10 B1 3-11-4 1 2 7.0 3-11-5 r i 3 4 -7.00 5 6 7 0� 8 -6 I0-6-10 B2 MAX DEFLECTION (span) : U999 MEM 6.7 (LIVE) LC 1 L= -0.06" D= -0.06" T= -0.11" = Joint Locations === 1 0- 0- 0 5 0- 0- 0 2 3- 7- 6 6 3- 5-10 3 10- 5- 0 7 10- 5- 0 4 14-0-6 8 14-0-6 3-0-7 SHIP 10/27/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 11/32" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: •EJ. JOB#: S12991-02 ® This deregn it/nr nn individual Ar.ilrling rnmpnnenr nor Irucr.rvrrem. It has heen hnxeAnn.rpeeifienrinns prnvirled Av the cnmpnnrnr mnn J erurer and din accordance with rhe-,,,a,verrinna of TP/ AFPA design No is dimen,ianal Dimenrians Chk' EC Truss 1D" H2 and stand -ds. resp-sihiliry ossumedfnr a ccvracv. arern he vrrifird Av rhe component mnnv,/nnurrr and/or building rincigner prior rn f hrienrinn. The building de,signr u.rt aseenain that the Inds Dsgnr: MC WESTERN WOOD "tiliml-thisr/erignnee,,,-eedrheh-lingbj-dhvrhe/nenlhui/ding end, and thepaniculnrappli-th- The design accmnesthat[he tap chard is lateral/v hraced Av. rhe r fir floor sheathing nnAthe hntMrn chord is Interally Araeed by a rigid sheathing material direr/v aaaehrd. -less orhe-ise TC Live 40.00 psf DurFaes L=1.15 P=1.15 nerd. 9rncing ahnvn /.r J . mrcraTrappnrr n/cmapnnrner rnrmhrcr only m rrd"cr buckling length. This cnmpnnrnr ahnll nm hr placed in adv TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS nnmnent that will cause the -4-re content of rhe -ad,, exceed 19% and/nr can- noncom plate enrrnsinn. Fahrical , handle. install 'JOlA7 BC Live 0.00 psf O.C.Spacing 2- 0- 0 and hrace this rru,cc in vecnrdonee wird the/ Rnu•ing.rrvndorAs: DETA/L.C' Av Trvrvnl. 'ANS/?PI I'. '117C4 /'- II'nnATruss Council afAmrri-Smnd-at Design Rerpnnsihilinnr.'HANDLING /N.CTALLINGAND BRACING AIETAL PLATE CONVECTED 11*000 TRUSSEV BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 - /H1B-91) and'H/B-9l SUA1A1ARI'.CHEET ky TPI. The T- Plate ln.vimre (TPI) it la-eAnt D'Onnfrrn Drive. Aladisna. Ip/seon.rin 53719. The American Fnresl and Paper.4crneintinn IAFPA) is Incarerl nr I/ Il /91h Sneer. NR', .Ge 800, 11'nrhingrnn. DC 20036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: "mclau h Truss ID: H3 Drw : BRG x -LLC REACT SIZE REQ'D TC 2x6 DFL #2 Plating spec : ANSI/TPI - 1995 HORIZONTAL REACTIONS) : 1 0- 1-12 973 3.50^ 1.50^ BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF support 1 198 Ib 2 13-10-10 973 3.50^ 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. support 2 -198 Ib BRG REQUIREMENTS ehorm are based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT 711607. This truss Is designed using the on the trues material at each bearing PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. The,4,-icon Fnre.,t and Pnper A,-cinlion (.4FPA) is h -led of 1l11 /9th Street. NII'. Ste 800, II'n.<hingh , DC 70036. Bldg Enclosed = Yes, Importance Factor = 1.00 TC FORCE AXL BND CSI Truss Location = End Zone 1-2 -1232 0.01 0.09 0.10 Hunicane/Ocean Line = No, Exp Category = B 2-3 -922 0.00 0.11 0.12 Bldg Length - 90.00 it, Bldg Width - 48.03 ft 3-4 -922 0.00 0.11 0.12 Mean roof height = 11.41 it, mph = 80 4-5 -1232 0.01 0.09 0.10 UBC Standard Occupancy, Dead Load = 15.6 psf BC FORCE AXL BND CSI 6-7 988 0.16 0.14 0.30 7-6 988 0.16 0.14 0.30 WEB FORCE CSI WEB FORCE CSI 2-7 -317 0.09 4-7 -317 0.09 3-7 467 0.21 1 7-0-3 I 7-0-3 1 2 3 4 5 7.0 -7.0 MAX DEFLECTION (span) : L/999 MEM 7-8 (LIVE) LC 1 L= -0.01' D= -0.03" T= -0.04" = Joint Locations 1 0-0-0 5 14-0.6 2 3- 6-14 6 0- 0- 0 3 7- 0- 3 7 7. 0- 3 4 10- 3- 6 6 14- 0. 6 5-6 2-4 2-4 4-7-12 4-9-15 SHIP 2.s-0 2.5s��SS� MALIANL GiN��9 10.6-10 I-10076 3_7 0 �0 r!�� B1 B2 r w ¢z 0-� 0* --3j 14-0-6 1 6 7 8 10/27/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "Her for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 11/32" = 1 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S12991-02Th ® Lr 1-igni,<frrranindh,idnnl h,d/ding eampnnrnlnr,l ru.cr ..<vsmm. Ith- h-harrAnn xpeelficntinm provider/ by the component mono, elnrrr nA done in neennlnner w;rh mr n•rrenl rrrr;nn.<n/Tri nnd.4FP.4 rlerign .annAnrA.r. Nn re.<pnn.riAilirn i<nxsmned,(r mimem<innnl ncevrnrn. Dhnenrinn.< rr In he ,rr{(rd by Ihr arnrpnnrnl u,nnu/nclurrr anArnr An;/ding Ae.;gnrr pr;n In /nhrienl;nn. The building dr.<ignr wa n.<eena;n Ihnl rhe Inndr ^rilicrd Chk- EC Dsgnr: MC Truss ID: H3 WESTERN WOOD ®FABRICATORS nn this rlr.<ign neer/ nr r[rcrl the Innding in p-1 by the loco/ AuilJing axle and the pnrlic.l- ,ppli-4, The rluign ncrwner Ihnnhr nrp shoo/ ;.r Inlrrn/h hrneeAhv the ro•�nr poor .rhenrhing nnA lh< Anllnm <hnnl is laleralh• hrnerd Av n rigiA.<henrhing n ^ler;nl Aireelly alrneheA. unle.cr nlhrnri.re ed. nra<;ng.rho.rn;r�,r/nlernr.rappnrl,�<,m,pmenl,nrr„ne..<ann•Inrrdn<eh„<n;ngrrngm. rhL«n,npnnenLrhaRnntArpla<rninnm. r^n'^^,enl Mw W/ 'he na,i.rmrr nmmm n/Ihr u•ondm reseed /9M -//- enure n-a-p1me c -,,,h- Fohriente, h -fie. M-11 and hence this Iru.<.r in accnnlancr ,hh Ihrfall-mg,-d-ft,, VONT DETAl1 C ke Trunenl, ',4NS1,TPI l'. 'II TC.4 /' - IF -d T -u Cnunnr gJ.4merien SrnnAnrd Design Re<pnn,<ihilili-W.4NDLINC/Nt7.4LUX43 AND RR4ClNG A IETAI-Pl-4TE CONNECTED 11000 TRUSSES' TC Live 40.00 psf TC Dead 12.00 psf BC Live 0.00 psf BC Dead 10.00 psf DurFaes L=1.15 P=1.15 Rep Mbr Bnd 1.15 O.C.Spaeing 2-0-0 Design Spee UBC -97 7700 RIEGO ROAD. ELVERTA, CA 95626 . lH18-90-17118-91 SUA1A /ARV SHEET be TPI. The Tru-c<PMle 1-1itute (TPD i-, lnenmd al D0 -Ji,, Drive. Alndi.-. IPi.r<nn.rin 33719. The,4,-icon Fnre.,t and Pnper A,-cinlion (.4FPA) is h -led of 1l11 /9th Street. NII'. Ste 800, II'n.<hingh , DC 70036. TOTAL 62.00 psf Segn T6.5.41 - 0 Job Name: "mclau h Truss ID: H4 Drw : BRG x -IAC REACT SIZE REQ' D TC 2x6 DFL #2 Plating spec : ANSVTPI - 1995 HORIZONTAL REACTIONS) : 1 0- 1-12 973 3.50" 1. So" BC 2x4 DFL 01 THIS DESIGN IS THE COMPOSITE RESULT OF support 1. 1981b 2 13-10-10 973 3.50^ 1.50 .WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. support 2 -198 Ib BRG REQUIREMENTS sho.m are based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss Is designed using the on the tease material at each bearing PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. nerd Bracing shown ix for /nrnal.ruppnrt n/component: mernherx only rn reduce huc4'ling length. This compnne^r,,hall nnr he placed ;n oav Bldg Enclosed = Yes, Importance Factor = 1.00 TC FORCE AXI. BND CSI ® FABRICATORS Truss Location = End Zone 1-2 -1232 0.01 0.09 0.10 O.C.Spaeing 2.0- 0 Hurricane/Ocean Line = No, Exp Category = B 2-3 -922 0.00 0.11 0.12 Bldg Length - 90.00 it Bldg Width = 48.03 ft 3-4 -922 0.00 0.11 0.12 JAnmrica Standard 0-ign R-paa.ihilRiec 'HANDLING IMUA LUNG AND BRACING AIE2AL PL4 TE CONNECTED WOOD TRILS4EC• Mean roof height = 11.41 ft, mph = 80 4-5 -1232 0.01 0.09 0.10 • 3700 RIEGO ROAD, ELVERTA, CA 95626 UBC Standard Occupancy, Dead Load = 15.6 psi BC FORCE Ala. END CSI 6-7 988 0.16 0.14 0.30 TOTAL 62.00 psf Segn T6.5.41 - 0 7-8 988 0.16 0.14 0.30 WEB FORCE CSI WEB FORCE CSI ' 2-7 -317 0.09 4-7 -317 0.09 3-7 467 0.21 4-7-12 2.5-6 I0-6-10 . B1 7-0-3 7-0-3 1 2 3 4 5 7.� S_9 -7.� 0-j:A 6 7 8 4-9-15 SHIP -s I0-6-10 B2 MAX DEFLECTION Japan): U999 MEM 7.8 (LIVE) LC 1 L= -0.01" D= -0.03" T= -0.04" -= Joint Locations =_ 1 0-0-0 5 14-0-6 2 3- 8-14 6 0- 0- 0 3 7.0- 3 7 7.0. 3 4 10. 3- 8 8 14- 0- 6 �4()NAL EN��F �NPN, LL F9 CI SATE 10/27/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 11132" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S12991-02 ® This de.•ign ;.c f,r nn indivirlunl huihh-g component ant matt .rvrrnn. It has hero hnrrAnn apeeifirnrinm. prm•id d by rhe tto pan,a, mnnuf^ -r, is rhe Nn i,, Chk• EC Truss ID: H4 aaAdoae nccn.Anner udrh cunrm reuiamnJTPI anAAFPA rlesiga .vnnAarrlr. rerponrihihn' acmmed fn' �;men.a;nnal aaearacy. Dhaenainns re in he verified by the emrrpnnenr mnnu/netvrrr nnd.'or building Ae.;goer prior rn fnhricnlinn. Thr huilAing Artigne urr oreerra;n rhar rhe /nada Dagnr: MC WESTERN WOOD at;li;rd na thir design mere a. rreerd rhe loading hnpnmd Av rhe Inenl hu7rhag cede aul rhe pmr;eulnr npplienrinn. Thedesign -e-hat the tap chord is /meta//v hracrd by rhe rnnfnrtone rhearhing and rhe bottom chnrAir /arerally hared An a rigid sheathing mnrrrial Airen/v onached. unless alheneise TC Live 40.00 psf DurFaes L=1.15 P=1.15 nerd Bracing shown ix for /nrnal.ruppnrt n/component: mernherx only rn reduce huc4'ling length. This compnne^r,,hall nnr he placed ;n oav TC Dead 12.00 psf Rep Mb► Bnd 1.15 ® FABRICATORS e-ient mat will ea -e the mniv-e enateni /rhe "and rn ererr 119% and/nr cause connector plate mrrnainn. Fahricate. handle. inrrall BC Live 0.00 psf O.C.Spaeing 2.0- 0 and h-- this -.,x in aeenrdnnce with rhe fallowing 1 -d -du '301NT DETA/LS' by Tru,,wol, 'ANSI?P/ 1. 'IVTCA P - Wand Truss Council JAnmrica Standard 0-ign R-paa.ihilRiec 'HANDLING IMUA LUNG AND BRACING AIE2AL PL4 TE CONNECTED WOOD TRILS4EC• BC Dead 10.00 psf Design Spec UBC -97 • 3700 RIEGO ROAD, ELVERTA, CA 95626 - (HIB -91) and 'HIB -9l SUA/h1.4R 1'.SHEE/' M TPI. The Trac. Plot, Wlirme (TPI) is lnemed nt D'Oanfri., Dr;vr, A4ndiraa• 1P7acnn. in 537/9. The A, -icon Foca ool P.pe, A.,xn i cion (.4FPA) it located nr ill/ 19th Sven. NII'• Ste 800, 11'nrhingmn, DC 20036. TOTAL 62.00 psf Segn T6.5.41 - 0 Job Name: •mclau h 17-7.13 Truss ID: H5 Drw : BRG x -LOC REACT SIZE REQ • D TC 2x6 DFL 02 Plating spec : ANSVTPI - 1995 This design based on chord bracing applied 1 0- 1-12 1196 3.50" 1.50" 2x4 DFL 01 3-4 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. 2 17- 6- 1 119e 3.50 1. so•• BC 2x4 DFL N1 MULTIPLE LOAD CASES. max o.c. from to Chk- EC BRG REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT 111607. TC 24.00" 11-0-15 14-2-6 on the truss material at each bearing Drainage must be provided to avoid ponding. Loaded for 10 PSF non -concurrent BCLL. HORIZONTAL REACTION(S): WESTERN WOOD PLATING BASED ON GREEN LUMBER VALUES. Continuous lateral bracing attached to flat support 1 .191 Ib DurFaes L=1.15 P=1.15 TC FORCE AXL BND CSI This truss is designed using the TC as indicated. Lumber must be structural support 2 -191 Ib ® FABRICATORS 1-2 -1460 0.01 0.45 0.46 UBC -97 Code. grade. Brace @ 24" o.c. unless noted. and h- IN, truss in a -dance with rhe fnlln.riag.ctnnd-dr: DETAII_C by T--al.'ANSPTP/ I'. 'II'TCA 1', 11'nnd T -ss Council 2-3 -1412 0.02 0.20 0.22 Bldg Enclosed = Yes, Importance Factor = 1.00 q/An-icn.Gand-dD-ign Rupen,;hairs,WANOUNGINSTALLING AND BR -WING AIETALPl_ITrCONNECTFDWOOD TRUSSF-V BC Dead 10.00 psf 3-4 -2443 0.11 0.20 0.31 Truss Location = End Zone -0118-91) -1 1118-91 SUA/A1AR)'.1'11F_FT' by TPI. The Tena Plate In.ornym rrPl1 i., loenad m D'Om./Tin Drier. Aladicno. 11&--i. 337/9. 4-5 -1658 0.01 0.17 0.18 Hurricane/Ocean Line - No, Exp Category = B TOTAL 62.00 psf Seqn T6.5.41 - 0 Bldg Length = 90.00 ft, Bldg Width = 48.03 ft BC FORCE AXL BND CSI Mean roof height = 11.41 ft, mph - 80 , 6-7 1112 0.18 0.19 0.37 UBC Standard Occupancy, Dead Load = 15.6 psf 7-8 2488 0.41 0.19 0.60 8-9 1349 0.22 0.11 0.33 9-10 1340 0.22 0.14 0.36 WEB FORCE CSI WEB FORCE CSI 2-7 703 0.31 4-8 1202 0.53 3-7 -1445 0.51 4-9 59 0.03 3-8 -478 0.06 -• MAX DEFLECTION (span): U999 MEM 7-8 (LIVE) LC / L= -0.06" D= -0.05" T- -0.13" --== Joint Locations == 1 B- o- 0 6 0.0- 0 1 7-0-3 t 4-0-12 i 3-5.6 I 145 2 7- o- 3 7 7- 0- 3 1 2 3 3 11- 0-15 8 11.0-15 4 14-5-6 9 14-7-2 5 17- 7-13 10 17- 7.13 7. 0 3-1-7 -7.0 1 + .7.0 t - 4-7-12 3-5 10.6-10 B1 5-6 - t 4-9-15 SHIP I I0-6-10 B2 NAL EIV(3 eo�`��NAL� Fq Q ,moo U .o 17-7.13 /-TE 6 7 6 9 10 1 \ - . • 10/27/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or •'H•• for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 9/32' = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299L02 ® Thu design i.cf,, an indh4dunthuifiing mmfnmenl and lru.cr .cvcrnn. /I hat been hnserl nn,peeificntinns prnvirlM Av the enm/nmenl annu/no-, and dnnr in nceardnncr with the current versions nfTP1 and AFPA dedga-ndnrdr.Nn is Dimensian.r dill Chk- EC Truss ID: H5 rexpnnrihHin• avrumrdJn' en.Nntnal aerarncy. re to he -iifrd by the enmpnnrnl mN nnufaerrr nndM, huilding designer print to fahrientinn. The hOlding designs n that the land, vNh:rd,m Dsgnr: MC WESTERN WOOD Ihix drrign meet nr-ed the lending hap -d by the Ines/ huilding code and he pnni-1- applica,inn. The design --n-that the Inp rhnrd _ is Internlly h -d by he roofer flnar ea shthing and the hnitam chord Lc late -IN h-ced by a rigid.,h-thing --int direclly attached. a/c.,.,urwi.r nther TC Live 40.00 psf DurFaes L=1.15 P=1.15 anted. eracing,hmvn /, f,r lnlrrpl.ruppnrt , f-pna-s memh-, -ly In red.. h.eklmg length. This cmnpnnrnl.ahall nal he placed in env TC Dead 12.00 psf Rep Mbr Bnd 1.15 ® FABRICATORS eel that will --e the nn,k a -1enl , f the wood Insee eerl 1996 and,'-cnurr cnnneclnr plate -rrn.ri,- in -11 handle. inll 'VOINT BC Live 0.00 psf P O.C.Spaeing 2-0-0 and h- IN, truss in a -dance with rhe fnlln.riag.ctnnd-dr: DETAII_C by T--al.'ANSPTP/ I'. 'II'TCA 1', 11'nnd T -ss Council q/An-icn.Gand-dD-ign Rupen,;hairs,WANOUNGINSTALLING AND BR -WING AIETALPl_ITrCONNECTFDWOOD TRUSSF-V BC Dead 10.00 psf Design Spee UBC -97 .3700 RIEGO ROAD. ELVERTA. CA 96626 -0118-91) -1 1118-91 SUA/A1AR)'.1'11F_FT' by TPI. The Tena Plate In.ornym rrPl1 i., loenad m D'Om./Tin Drier. Aladicno. 11&--i. 337/9. The A-,iena Fnrr.rl and Paper A.rrncinrion (AFP.4) it hunted aI 1Il 119th .Pure. A'0'. S-00. II'n,hmgtnn, DC 7006. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: 'mclau h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: HN1 . Drw : BRG x -LOC REACT SIZE REQ'D TC 2x6 DFL #2 Plating spec : ANSI/TPI -1995 This design based on chord bracing applied _ 1 O- 1-12 1197 3.50" 1.50" 2x4 DFL 01 2-5 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 17- 8- 1 1197 3.50" 1.50" BC 2x4 DFL 01 MULTIPLE LOAD CASES. max o.c. from to BRG REQUIREMENTS sho.m are based ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT 91607. TC 24.00" 2- 7- 2 15- 3. 1 on the trues material at each bearing 2x4 DFL #1 10-5 Drainage must be provided to avoid ponding. This trues Is designed using the PLATING BASED ON GREEN LUMBER VALUES. Continuous lateral bracing attached to fiat UBC -97 Code. TC FORCE AXL END CSI BC Live 0.00 psf TC as Indicated. Lumber must be structural Bldg Enclosed = Yes, Importance Factor = 1.00 1-2 -1661 0.01 0.16 0.17 grade. Brace @ 24" o.c. unless noted. Truss Location = End Zone 2-3 -3494 0.23 0.43 0.67 BC Dead 10.00 psf Design Spec UBC. -97 Hurricane/Ocean Line - No, Exp Category = B 3-4 -3662 0.26 0.30 0.56 Bldg Length = 90.00 it, Bldg Width = 48.03 ft 4-5 -3662 0.26 0.44 0.70 TOTAL 62.00 psf Seqn T6.5.41 - 0 Mean roof height = 10.12 H, mph = 80 5-6 -1647 0.01 0.16 0.17 UBC Standard Occupancy, Dead Load = 15.6 psf BC FORCE AXL BND CSI 7-8 1325 0.22 0.13 0.35 8-9 1342 0.22 0.11 0.33 9-10 3739 0.61 0.20 0.81 10-11 1325 0.22 0.11 0.33 11-12 1306 0.21 0.12 0.34 NEB FORCE CSI WEB FORCE CSI 2-8 71 0.04 4-10 -422 0.05 2-9 2213 0.98 5-10 2393 0.39 MAXMAX DEFLECTIs CTI (s )• (span): 3-9 -508 0.06 5-11 79 0.04 MEM (LIVE) 1 3-10 -81 0.03 L= -0.25" D= -0.15" T= -0.40" 2-7-2 i 11 2 7.0 t T 2-0-13 4-4T I0-6_,0 B1 0-3H2 3 4 2-7-3 r � 5 6 i -7.00 T 4 2-2-6 I0 -6.,D 1SHIP B2 0.3H2 11 12 7 8 9 10 =_-= Joint Locations = __ 1 0-0-0 7 0-0-0 2 2-3-12 8 2-2-0 3 6-7-15 9 6-7-15 4 11- 1-14 10 11- 1-14 5 15-6-1 11 15-7-13 6 17- 9-13 12 17- 9-13 10/27/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 9/32" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S12991_02 Thi.r design lr fir nn iadA4rlun1 h.dding enmpment not nusx xvatrm. It has heen hear/ nn,rpeciifcalia- p,m irlerl by the wap, ... t mnnuf^eturer Chk• EC ® and Anne in ncenrr/once uirh rhr nrrrenr verrinn.. nfTP/ nnAAFPA dnrign.rr^nA^rrLc Nn rerpnn.rihilin is ossmnerlJn' dnimensinnal necurnev. Dimensions Truss ID: HN 1 re rn he vrriftrd by the enmpnnrnt mono/nnurrr anti/nr building drsipnrr prior m fnhrirnrinn. The AuildinR Aerignr u.rr arcrrroin thm rhe lnndr Dsgnr: MC WESTERN WOOD ut:rAnn this Assign meet nr a erect rhr landing impnreAAv rhr lnenl AuilJing enrle a,,/ the panieul-application. The deign avumes that the rap ehnrrl _ is Inrernlle Arncerl by rhe mn/nr floor sheathing nnA the bosom chord is l^rerally hrneed M1v a rigid.rhr^thing mraerinl rlireeNv aunehed. unless nrhe-i e TC LIVE 40,00 psf DurFaes L=1.15 P=1.15 nnlerl. Brncing.dnu•n i' f r Inwal,rnpp-1 nftnrnpnnenet memArrr �nly In reduce huc4'/ing length. This cnrnpnnenr.,boll nnr hr placed in nnv TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS d.nntnent that n -ill can.,, the,nnivure canteen rfine trend s exceed 19% and/or ca -e cnnneanr plate en - 4- Fnhricnrr, handle, install BC Live 0.00 psf O.C.Spaeing 2-0-0 anAhrnee this rnrss in nen,rAnnee Frith the fnllnu ing sranAnrrla: :/DINT DF7-.4ILP' by Trn.rwnl. '.4NSUTPI l'. 'II?CA I' - Ipnnd Tr.- Cnnnci/ afAme.ienSmndnrd Dntign Rrrpnn.cihililies.'H.4NDL/A'riv.1/ALLIA'r.4NDBRACIA'GA/fl.4LPLITECONA'F-CTEDB'OODTRU.¢.t'EC' BC Dead 10.00 psf Design Spec UBC. -97 .3700 RIEGO ROAD. ELVERTA, CA 95626 - IHIB-911 nnrl'HIB-9l SUAIAIARI'.PHEF/" Av TPI. The Truss Plate In.nimre TTPII i,c Inenmrl nt D'Onnfiin Drive. AlnJinm. 117- sia 537/9. The American Fnrerr and Pnprr.4-,,cin0^n /AFP.4I k I"emeAnr /Ill 191h So-eet. Xhl1 Srr 800• W-hingrn^, DC 30036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: 'mclau h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: HN2 Drw : BAG x -LOC REACT SIZE REQ'D TC 2x6 DFL #2 Plating spec : ANSI/TPI - 1995 This design based on chord bracing applied 1 -1-12 1198 3.50•• 1.50" 2x4 DFL #1 2-4 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 17- 6- 1 1198 3.50 1.50" BC 2x4 DFL #1 MULTIPLE LOAD CASES. max o.c, from to m;+;:eel nn this rledpn roto nr ercerrl rhe landing impasrrl Av the Incnl hu;lding code noel rhe pnn¢ulnr npphc nine. The rlerign ncrmuenh tl rhe mp chord i,r lntr IN hrneed by Me mnfnr flnnr,rhrnrhinR -d ,he hr,11- chord it lrne-Il ,• hrneed h„n rigid,shmthing mntr W dirrerly attached, u"lecr mhenri,rr BRG REQUIREMENTS whom are based ONLY WEB 2x4 DFL STANDARD - PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 24.00" 5- 4- 7 12- 4- 0 on the truss material at each bearing Drainage must be provided to avoid ponding. Loaded for 10 PSF non -concurrent BCLL. HORIZONTAL REACTION(S): ®FABRICATORS v;nmmra rhnr. i// enure she rrrnivure content !f1h, vnnrl h, ererer119M and/or cause ennneefnr plate a vr, r1nn. Fahrienre. handle. install PLATING BASED ON GREEN LUMBER VALUES. Continuous lateral bracing attached to Flat support 1 -127 Ib nnrl Araee this rruxr in neenrdanee with chef^llarring,rrnrid-d.,: :/O/NT DETAILS' by Truruml. 'AAW117PI l'. 'if TCA P. II'and Tru.rx TC FORCE AXL BND CSI This truss is designed using the TC as indicated. Lumber must be structural support 2 -127 Ib BC Dead 10.00 psf 1-2 -1603 0.01 0.16 0.17 UBC -97 Code. grade. Brace @ 24" o.c. unless noted. 2-3 -1708 0.06 0.31 0.37 Bldg Enclosed = Yes, Importance Factor = 1.00 TOTAL 62.00 psf Seqn T6.5.41 - 0 3-4 -1708 0.06 0.31 0.37 Truss Location = End Zone 4-5 -1603 0.01 0.16 0.17 Hurricane/Ocean Line = No, Exp Category = B Bldg Length - 90.00 ft, Bldg Width = 48.03 ft BC FORCE AXL BND CSI Mean roof height = 10.93 ft, mph - 80 6-7 1278 0.21 0.10 0.31 UBC Standard Occupancy, Dead Load = 15.6 psf 7-8 1286 0.21 0.05 0.26 8-9 1286 0.21 0.05 0.26 9-10 1278 0.21 0.10 0.31 WEB FORCE CSI WEB FORCE CSI 2-7 120 0.05 4-8 501 0.22 2-8 501 0.22 4-9 120'0.05 3-8 -464 0.08 MAX DEFLECTION (span): L/999 MEM 8-9 (LIVE) LC 1 L= -0.05" D= -0.03" T- -0.08" 5-4-7 I 5-0-7 1 2 3 4 5 7.0 7-0-3 i -7.0 B1 6 7 8 9 0-" 10 5 T - 3-10-6 SHIP 10.6-10 B2 = - Joint Locations 1 0-0-0 6 0-0-0 2 5-0-13 7 4-11.1 3 B-9-158 8-9-15 4 12-7- 0 9 12-8-12 5 17.7-13 10 17-7-13 10/27/2006 All plates are 20 gauge Truswal Connectors unless preceded by ••MX•• for HS 20 gauge or ••H•• for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 9/32" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S12991-02 Thi -design is far nn 'ndividunl huiId;ng eamp,menr m,r ru.<.r ,.varr.n. /rhnr Aren hnrrrl nn . eifrentinns p.aviderl Av rhe crmpnnenr mnn crurrr Chk• EC ® nnddaneinaecarda,ee,61hthernrrrn,,,er.rh- .fTPI..dAFPAder;gn.rrandarda. Narerpanr;hd;rvirnrrrrmed Di -.,inn., Truss ID: HN2 nmrnr;nnalneearn�,.. rr to he verified by the emnpnnenr mnnu/on.... and/ar hniId;ng designer prior rn fnhr;enrinn, The huilding d-ignr - ascertain rhnr the fi-k Dsgnr: MC WESTERN WOOD m;+;:eel nn this rledpn roto nr ercerrl rhe landing impasrrl Av the Incnl hu;lding code noel rhe pnn¢ulnr npphc nine. The rlerign ncrmuenh tl rhe mp chord i,r lntr IN hrneed by Me mnfnr flnnr,rhrnrhinR -d ,he hr,11- chord it lrne-Il ,• hrneed h„n rigid,shmthing mntr W dirrerly attached, u"lecr mhenri,rr TC Live 40.00 psf DurFaes L=1.15 P=1.15 noted. B -mg ah-,. Lfrmem r r 1.1-1 -pp-, of eampe„.hente .r m t any to chs, hackling length. This carnpanenl.,h,11-I he placed in net,, TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS v;nmmra rhnr. i// enure she rrrnivure content !f1h, vnnrl h, ererer119M and/or cause ennneefnr plate a vr, r1nn. Fahrienre. handle. install BC Live 0.00 nnrl Araee this rruxr in neenrdanee with chef^llarring,rrnrid-d.,: :/O/NT DETAILS' by Truruml. 'AAW117PI l'. 'if TCA P. II'and Tru.rx psi O.C.Spaeing 2-0-0 Council nfdnrerien Srnnr/nrrl Design Rerpnnrihiliriar,'1/,IA'/)L/,\'O INSTALLIA'r AND BRACIher A1FTAL PLATE 1:OA'A'rl'7FD WOOD TRusSF' BC Dead 10.00 psf Design Spee UBC. -97 3700 RIEGO ROAD, ELVERTA, CA 96626 . tlllB-911 nn,l'NIB-91 S(IAIAIAR)'StIEEr by TPI. The 7ti•arr rmre m.,,irare /ern;,-+nenterl nr D'nn,/ is Orivr. Alndirrm. Wirn,n.rin 5)719. Th -1 ic- F, sr nen roper A.r.rneindnn alrenl a I-Ird at 1111 I M Sweet. A'R', .cte ern, u'nrh;ngnm. OC 20NA, TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: 'mclau h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: HN3 Drw : BRG x -IAC REACT SIZE REQ' D TC 2x6 DFL 92 Plating spec : ANSVTPI - 1995 HORIZONTAL REACTIONS) : 1 0- 1-12 1198 3.50•• 1.son 2x4 DFL 01 2-3 THIS DESIGN IS THE COMPOSITE RESULT OF support 1 215 Ib 2 17- 6- 1 1198 3.50" 1.50^ BC 2x4 DFL 01 MULTIPLE LOAD CASES. support 2 215 Ib BRG REQUIREMENTS ehosm are based ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss Is designed using the on the trues material at each bearing Drainage must be provided to avoid ponding. Loaded for 10 PSF non -concurrent BCLL. UBC -97 Code. /nrrrnlh' hrnced Av rhe nm/ar 17� hrnrhing and rhr Aarrn,n chard i..' Inrrrn/ly hraee,l Av a rigid.rhearhing mnler;nl rlirec,N a,raeh,d. unln, all,e 'ke PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed = Yes, Importance Factor = 1.00 TC FORCE AXL HND CSI TC Dead 12.00 psf Rep MbrBnd 1.15 Truss Location = End Zone 1-2 -1436 0.01 0.57 0.58 BC Live 0.00 psf O.C.Spacing 2-0-0 Hurricane/Ocean Line = No, Exp Category = B 2-3 -1028 0.01 0.24 0.25 Bldg Length = 90.00 ft, Bldg Width = 48.03 ft 3-4 -1446 0.01 0.56 0.57 + Design Spec UBC -97 Mean roof height = 11.74 ft, mph = 80 . (/1/8.91) aaA'H18.9/ 5'UAIDIARI'SHFFT by TP/. The Tru, Plate larnl.1, (TPI) A h-eal., D'O.,fria Drive. A/ndisan. Wiseaadn 33719. UBC Standard Occupancy, Dead Load = 15.6 psi BC FORCE AXL HND CSI TOTAL 62.00 psf Seqn T6.5.41 - 0 5-6 1072 0.18 0.19 0.37 6-7 1027 0.17 0.15 0.32 7-8 1081 0.18 0.19 0.37 WEB FORCE CSI WEB FORCE CSI " 2-6 227 0.08 3-7 210 0.09 3-6 -220 0.12 5-3-13 3-5 I0-6-10 B1 8'1'15 I 8-2-1 1 2 3 4� %.O 011.17 i 7.00 6 6 17-7 7 0-3 8 MAX DEFLECTION (span) : U999 MEM 5-0 (LIVE) LC 1 L= -0.04" D= -0.03" T= -0.07" Joint Locations -� 1 0- 0- 0 5 0- 0- 0 2 8-4-3 6 6-0-0 3 9- 3-10 7 11- 7-13 4 17.7-13 8 17- 7-13 5-6-0 SHIP SNONAL EA I0-6-10 QQO�NALL B2 OF 10/27/2006 All plates are 20 gauge Truswal Connectors unless preceded by "W" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 9/32'r = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: XJ. JOB#: S12991-02 Thi., leriga itfaran individual huildiag enmpnnen, nal nur.rsusrun. /Ihasheen hared nn.rprci(cnrinn,provided byrhe ca,apnnenr mnnufnourer Chk• EC ® nA Anneinacenrdance.,ilh rhrnrmens verainnr of TPI nnr/.4 FPA Assign .n ndnrrCr. A'n rerpnasihi/im it assumedfir Dimen.rianr Truss ID: HN3 mi,nenrinnn/accuracy. rr m Ar vrrifieAh y rhe en,npan nu(nerurcr nnd'nr AnilAing rler;gnr. prin rn fAricnrinn. Thr Au;4fing drrignr url nrer.,nin rhnr rhe Inndr Dsgnr: MC "'i" nn rhis Aecign rarer ,r. rrcrrrl rhr /ending irnryrrcrl hr the Iacn/ huilding cads and the panic./a, npplic,lia,. The de;ga acrumer that the lap chnrr/ TC Live 40.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD /nrrrnlh' hrnced Av rhe nm/ar 17� hrnrhing and rhr Aarrn,n chard i..' Inrrrn/ly hraee,l Av a rigid.rhearhing mnler;nl rlirec,N a,raeh,d. unln, all,e 'ke ,rd. Bracing,ha.•nirfrinrrrn/,,,ppnr,ofea,,,pnnenn,sea,Aerr„aiymrrnneeh„eo-l;nFhmgrh. shires,npanenr.rhaunnrhrpmarAina y TC Dead 12.00 psf Rep MbrBnd 1.15 ®FABRICATORS 4r^nmen, rhnr "ll a 'he,nai.,,ure a a,enr, frh....... ra erernl 1961 nnd;ar cause ennneerar plate avnr.slan. F h,icare, handle. ins all BC Live 0.00 psf O.C.Spacing 2-0-0 sad hrncr lhi, rr^,:r in ncuvrinnce ,s 4h rhr• f llmvi.g.vmamrdr: VOLVT OF.T4/LS' by Tru,+rel. 'AA'.CBTPI 1. '11FTC.4 I'. Rand 7n, Cau it af.4rnrica Sq darrl Design Resp n..ihiliri-'H.4A'DL/A'G 1NATALLiA'G AND BR.4C/A'G31£TAL PL4TE COA'A'FCTED ROOD TRILCPE.0 BC Dead 10.00 psf Design Spec UBC -97 7700 RIEGO ROAD. ELVERTA, CA 95626 . (/1/8.91) aaA'H18.9/ 5'UAIDIARI'SHFFT by TP/. The Tru, Plate larnl.1, (TPI) A h-eal., D'O.,fria Drive. A/ndisan. Wiseaadn 33719. The A,m•riaan Fare,, and paper arrann,ian (ArPA) it haemes/a, /I// 191h .orre,. AW...ee 800. 1rn.h;ngrnn. DC 10076. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: "mclau h 6 Truss ID: HN4 Drw : BRG x -IAC REACT SIZE REQ•D TC 2x6 DFL #2 Plating spec : ANSVTPI - 1995 This design based on chord bracing applied 1 0- 1-12 1198 3.50" 1.10'. 2x4 DFL #1 2-3 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 17- 6- 1 1198 3.50" 1.501' BC 2x4 DFL 01 MULTIPLE LOAD CASES. max o.c. from ' to BRG REQUIREMENTS shove are based ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 24.00" 6- 4- 6 11- 3.12 on the truss material at each bearing Drainage must be provided to avoid ponding. Loaded for 10 PSF non -concurrent BCLL. HORIZONTAL REACTION(S): I0-6-10 PLATING BASED ON GREEN LUMBER VALUES. Continuous lateral bracing attached to flat support1 1571b TC FORCE Alar BND CSI This truss Is designed using the TC as Indicated. Lumber must be structural support 2 157 Ib 1-2 -1576 0.01 0.20 0.21 UBC -97 Code. grade. Brace @ 24" o.c. unless noted. 2-3 -1266 0.03 0.71 0.75 Bldg Enclosed = Yes, Importance Factor = 1.00 3-4 -1579 0.01 0.21 0.22 Truss Location = End Zone Hurrfcane/Ocean Line = No, Exp Category = B U-1 BC FORCE Alar BND CSI Bldg Length - 90.00 ft, Bldg Width - 48.03 ft 5-6 1249 0.20 0.10 0.30 Mean roof height - 11.22 ft, mph = 80 0 \� 6-7 1258 0.21 0.10 0.30 UBC Standard Occupancy, Dead Load = 15.6 psf 5 6 7 7-8 1252 0.20 0.10 0.30 10/27/2006 WEB FORCE CSI WEB FORCE CSI 2-6 194 0.08 3-7 198 0.08 2-7 166 0.05 6-4-6 6-4-8 1 2 3 4 7.00 4-11-11 -7.0 MAX DEFLECTION (span) : U999 MEM 6-7 (LIVE) LC 1 L= -0.04" D= -0.03" T= -0.07" Joint Locations 1 0. 0- 0 5 0- 0- 0 2 6- 1- 1 6 5-11.5 3 11- 6-12 7 11. 6.12 4 17. 7-13 8 17- 7-13 6 4.3-4 4-5-7 s SHIP 3-5 3-5 EN��NF I0-6-10 I0-6-10 SS\SNAL NALL F9 0�� 1.5-4 2.5-4 e 0cc B1 B2 U-1 0 0 \� 17-7-13 5 6 7 8 10/27/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or •'H'• for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 9/32x' = it WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S12991-02 ® Thi, d-ign Jrr nn inrl/vhlunl huild/nK enn P.mrm 0000 [.c .rtrnrrn. It has hn•n hn. eJ nn ,cprd�end•,u. pr. , olr•d he me e,,,,,pnn,•nr n, -n /t clnrrr n/r/nn,nncnrrinnrr,.i,hlhrc„rrrnl,.r,rinn.r,JTpinnr/.4Fp:,rlri�n.,nn�nrr1.r.:,,errrpn-ibi1q,ir�,r,,,,,,.r/,,,fli,;;;•^.;i"f;nnrcnrn�u.Di,nen.rinn.c Chk: EC Truss ID: HN4 Dsgnr: MC In hr rr fen hr he a nnpnnenl Innn„/ne/urrr nnr/'nr huildinp Jrripnrr pri. In / hrienlinn. Thr huildinp dr.cipnr n Ihnr the /nnr/.c WESTERN WOOD ulili:eAnnh-dreipnh, nrrrcrnlIhr hi,,yilnpnredAvIhrIncnlhuildinRcndrandIhrpnrliculnrnpplicnrinn.ThrJrripnn,:cu,nrcIhnlNrchard i.rinrcrn/h•hrncrd by Ihr rnrfnrflnnr shenlhinF onrl Ihr hnllnrnehen/i.r lnlernlly hrnced hvn riFir/.rhrnrhin}mnlrrin/Airrclly nllncherl. "lex-the-i". TC Live 40.00 psf DurFaes L=1.15 P=1.15 ..led. Rrncing sh-- i, far lnlrrnLruppnn nJmmpnnrnls nrnnhrcr nn/v m rrduee hue4linF lrnplh. Thi.r nnnpnnrm rhe//nal Ar placed in env TC Dead 12.00 psf Rep Mbr Bnd 1.15 ® FABRICATORS ed 19% -1.1- ure -.neem► p/rr nl'h"I "in enn.a• Inr,Irncrinrr ennlenl.'ilhr a rrnrI n, r ren nre enndnn. Fahrlenre. handle. i-1,11i-1,11sf BC Live 0.00 P O.C.Spae(ng 2- 0- 0 and h -ca this -, rit,nc-d- .-i1h IhrJ /ln�iny nrinrA.c: V01A'T DFT:,/4CbyTru +nl. 'AN.SI:TPI V. 11TCd V. 11'nndTrue, 0-61 JA,nrrcnSmnd-dDmipnRepnn.rihifid-IMA'DLINGMWTALLIA'G:6VDRR4ClNGA1F.T4LPLATECOA'A'F.CTEDWOOD TRUe.SEV BC Dead 10.00 psf Design Spec UBC -97 r 3700 RIEGO ROAD. ELVERTA. CA 65626 -1/118.911 nnd'IIIR-91 Sl/A/A/.4R1'.PNEE7" by TPI. Thr Trv.cr Plnm /anima ?PU i.r Incmnl m D'On.rJrio Ori.•r. Alndionn. 11'ircnnrin SJ719. Thr:hnrricm Fun•.cl and Pnprr A.cncm6-(.4FP4) is h ,ed nl 1111 IMS ... 1.1'.Sl, 500.11*nrhinprnn. DC. 10036. TOTAL 62.00 psf Segn T6.5.41- 0 Job Name: jmclaugh Truss ID: K1 Drwa: BRG x -LOC REACT SIZEREQ D TC 2x6 DFL #2 1 2- 5- 2 4793 5.50', 2.18" BC 2x4 DFL #1 2 27- 4- 8 3285 3.50" 1.75" WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BOLL. on the truss material at each bearing Drainage must be provided to avoid ponding. 1-10 -364 0.03 Permanent bracing Is required (by others) to TC FORCE AXL BND CSI prevent rotation/toppling. See BCSI 1-03 1-2 166 0.01 0.23 0.24 and ANSI/TPI 1. 2-3 -3216 0.01 0.23 0.25 Continuous lateral bracing attached to flat 3-4 -5087 0.04 0.22 0.26 TC as indicated. Lumber must be structural 4-5 -5630 0.04 0.32 0.36 grade. Brace @ 24" o.c. unless noted. 5-6 -4486 0.03 0.46 0.49 PLATING BASED ON GREEN LUMBER VALUES. 6-7 -5070 0.03 0.21 0.25 End verticals designed for axial loads only. 7-8 -5240 0.04 0.48 0.51 Extensions above or below the truss profile -1639 0.12 (If any) require additional consideration BC FORCE AXL EIND CSI (by others) for horiz. loads on the bldg. 9-10 0 0.00 0.14 0.14 10-11 154 0.01 0.14 0.14 11-12 3358 0.27 0.08 0.35 12-13 5162 0.42 0.07 0.49 13-14 5162 0.42 0.08 0.50 14-15 5643 0.46 0.11 0.57 15-16 4309 0.35 0.13 0.48 16-17 4309 0.35 0.44 0.80 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 ................. ♦ .... Nall pattern shown is for PLF loads only. Concentrated loads MUST be distributed to each ply equally. On multi -ply with hangers, use 3" nails min. Into the carrying member. For more than 2 ply, use additional fasten- ers as Indicated from the back plys, or use any other approved detail (by others). ♦ ..................... 2-PLYI Nall w/10d BOX, staggered (per NDS) In: TC- 2 BC- 2 WEBS. 2 **PER FOOTI"" This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 0- 0- 0 19. 6. 3 This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width - 27.71 ft Mean roof height = 11.75 ft, mph - 80 UBC Standard Occupancy, Dead Load - 15.6 psi -----LOAD CASE 01 DESIGN LOADS Dir L.Plf L.Loc R.Plf R.Loc LUTL TC Vert 268.80 0.0.0 268.80 19.0- 5 0.77 TC Vert 104.00 19- 0. 5 104.00 27- 6.4 0.77 BC Vert 61.69 0.0- 0 61.69 27- 6.4 0.00 ..Type... lbs X.Loc LL/TL TC Vert 481.4 19- 0- 6 1.00 TC Vert 144.4 19.0- 5 0.00 WEB FORCE CSI WEB FORCE CSI rhes design erw an ladiNdual h0h1mg emrrpanent nu, rn,.c,.ms,cn,. It hm heen hnmd "a spedf-d"a, Provided hy,he emapa-al ,trap J carer ndrh,tie;na«nrdaare,rfththe<„,ren„•e,.,;,,a.,.,JTP1nnA:IFPAde.Ngn.vnndnrrlr. Nn 1-9 -56 0.01 4-14 725 0.16 WESTERN WOOD 1-10 -364 0.03 5-14 -313 0.02 Rep Mbr Bnd 1.00 2-10 -4345 0.31 5-15 -1664 017 BC Dead 10.00 psf 2-11 4481 0.99 6-15 1394 0..3 8-1-0 3-11 -3064 0.22 7-15 -185 0.0 3-12 2572 0.57 7-16 125 0.032 -FLYS 1 2 3 4 5 6 7 8 4-12 -1639 0.12 REQUIRED 19-5-3 O "7 626# TI 5-b T 549-12 1 5-6 10-7-8 B2 5-4-2 SHIP 9 10 11 12 13 14 16 16 170-1-1� 0 STUB MAX DEFLECTION (span) : U999 MEM 13-14 (LIVE) LC 22 L= -0.11" D= -0.07" T-0.118" MAX DEFLECTION (cant) : U999 MEM 9-10 (LIVE) LC 22 L= 0.02" D= 0.01" T- 0.03" - Joint Locations 1 0.0.0 10 2.5.2 2 2-5-2 11 6.9-12 3 6-9.12 12 11-2.6 4 11.2-613 12.0-0 5 16-7.1 14 16-7.1 6 19-9'16 15 19.9-15 7 23.3-1 16 23-3-1 9 27-6,4 4 17 27-6.4 9 0-0.0 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ® rhes design erw an ladiNdual h0h1mg emrrpanent nu, rn,.c,.ms,cn,. It hm heen hnmd "a spedf-d"a, Provided hy,he emapa-al ,trap J carer ndrh,tie;na«nrdaare,rfththe<„,ren„•e,.,;,,a.,.,JTP1nnA:IFPAde.Ngn.vnndnrrlr. Nn Chk• EC Truss ID: K1 ,a.,.r„,,,edf,,q,nen.riaaalaeearae,,. Dia,ea.6uas rr rn Ae ver fed by rhe r,,,,Paneal,nna, f purer and r,r hili/ding de,igner Pri ,r In/ hri<mma. The building designs u.,, ar<e-in that the land, Dsgnr: MC WESTERN WOOD urhmd an INx de.,iga ,neer a, a eerd me h,adiag hap,, r l by rhe !peal h.0diag -de and me particular appheath, The decfga a.,'.ruraetthar rhe 1,,p chars i.r lamrally h-ced by the ran,f r Jlunr,rhenrhfng and rhr hnnnm shard Lr latera//v hrncrd Av n rigid sheorhing material dfreerly oanehed, unla= M -is. TC Live 40.00 psf DurFaes L=1.15 P=1.15 oared. eracfag.A roe.y,rlam-l-ppn„nf.-pnnenevneruhrenmfvnrreduechaeklinglengrh. Thi rcnrnpnnenr.rhallnmheplaced iaanv TC Dead 12.00 psf Rep Mbr Bnd 1.00 ® FABRICATORS ",r'"'"ear that gill eau.re ,he r....in aeaarrnl ,,frhe nada --e,l 19% -11- enure ennneernr plum cunn.chm. Fahrleare, handle, Mstall BC Live 0.00 psf O,C.Spaeing 2- 0- 0 nndhrncethis,ru.cr;nnccir�nnsrwi�hlhefel/au•ing.r,nndarrLr: JOINTDE7'AILS'byTru.nv i.'ANS/TPlI'.'IITCAI'-115,ndTru.,.,Cnuneil JAmerfea.OnnrinrdDesignRespnnaihtitria, WANDLINGhK%TALLING, AND RR4CINGWETALPL4TECONNE(TEDIPOODTRUSSES' BC Dead 10.00 psf Design Spee UBC -97 3700 RIEGO ROAD, ELVERTA, CA 96626 - (11111.91) and WID-91 SUAIA1,1R)' SNEFT' by TPI. The Tana., Plate 1n.r0mm (TPI; i.,1 -ted at D'Om f l" DM, Aladi-a. 111--sia 33719. ' Th,. -1,,-i- r"-1 pad Pnprr A..x„<intiaa /•u P43 i., limed a, 1111 19,h ,case,. ,Vuc sre anti, m ,rn;ngn,n. DC 20036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: 'mclau h 5-5 3-4 6 Truss ID: K2 Drw : BRG x -LOC REACT SIZEREQ ' D TC 2x4 DFL #1 Web bracing required at each location shown. This design based on chord bracing applied 1 0- 0-13 1701 1.62" 1.62 ^ 2x6 DFL 02 4-5 ® See standard details (TX01087001-001 rev1). per the following schedule: .93:: 2 27- d- 8 1711 3.50x' 1.8 BC 2x4 DFL 01 Plating spec : ANSIITPI - 1996 max o.c. from to SRG REINFORCEMENT: WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF TC 24.00" 0. 0. 0 16. 7. 0 eRG TYPE FACES NAILS LENGTH SCAB 20 DFL #1 MULTIPLE LOAD CASES. TC 24.00" 21-9.5 27.6-4 .1 SBR1 7 12" Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss Is designed using the ERG REQUIREMENTS shown are based ONLY Continuous lateral bracing attached to flat Drainage must be provided to avoid ponding. UBC -97 Code. on the trues material at each bearing TC as Indicated. Lumber must be structural PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed = Yes, Importance Factor = 1.00 grade. Brace @ 24" o.c, unless noted. End verticals designed for axial loads only. Truss Location = End Zone TC FORCE AXI. BND CSI Brg. Block Reinforcing (cross -hatched area) Extensions above or below the truss profile Hurricane/Ocean Line - No, Exp Category - B 1-2 -1269 0.03 0.67 0.71 attached to required face(s) of the truss (If any) require additional consideration Bldg Length - 90.00 ft, Bldg Width = 27.71 ft 2-3 -1853 0.07 0.67 0.74 at the noted support(s). Attach each block (by others) for horiz, loads on the bldg. Mean roof height - 12.59 ft, mph - 80 3-4 -1777 0.06 0.58 0.65 with 10d common nalls as Indicated evenly UBC Standard Occupancy, Dead Load - 15.6 psf 4-5 -2164 0.03 0.35 0.38 spaced and staggered throughout, per NDS. 5-6 0 0.00 0.79 0.79 BC FORCE AXL BND CSI 7-8 58 0.00 0.23 0.23 8-9 1310 0.10 0.23 0.33 9-10 1869 0.31 0.08 0.39 10-11 1869 0.31 0.09 0.39 11-12 2209 0.36 0.09 0.45 12-13 2221 0.36 0.12 0.49 WEB FORCE CSI WEB FORCE CSI 1-7 -1654 0.53 4-11 573 0.25 1-8 1893 0.84 5-11 -579 0.36 2-8 -1281 0.86 5-12 227 0.09 2-9 825 0.36 5-13 -2602 1.00 3-9 -511 0.34 6-13 -302 0.08 3-11 -138 0.07 5-2-6 1 2 3 4 6 6 16-7 ' 7.00 I 5-8-15 MAX DEFLECTION (span) : L/999 MEM 10.11 (LIVE) LC 1 L= -0.11" D--0.07" T--0.18" -- �=- Joint Locations ===- 1 0-0-0 6 5.9. 1 2 5.9.1 9 11.4-7 3 11-4-7 10 12-0-0 4 16.10-0 11 16-10.0 5 21.9.5 12 21-9-5 6 27' 6.4 13 27.6.4 7 0. 0.0 5-5 3-4 6 70-3 65-12 .5� T 7-0-3 I. SHIP -11-12 SSIONAL FN 5-5 3-4 11'3-7 1.5-4QQODM HA(� 2-4S=3.5.4 3.5-8 Q ` 81 B2 1, 1 1 ` 27.6-4 7 8 9 10 11 12 13 STq TE OF GP 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ® Thi. deign i fi- nn i.dwidnal hndding cn,r,Pnnrnt nor n,,.,',r.a<vle,n. lI hn.,' hien cn,l,pnnenl,trnnn/ crnrer ndrinnr.inn.."dnn-,rich'hen�iicrrtverri.m.ca/T/'/nnrl:�1'PotJerign,arnm'nniv. AS,...'po.rihf/irrisnrswnu /fi Chk- EC Truss ID: K2 r,rdi,r,r.n,.innnfncenr��,.. Odnen.,inn.r In heyr •ri,/icd bme e.,,npn ru/nUunv -W- hui/rling d-igner prr n /nhrien h-nThe h,,dding di:ri}nrr nn,.rl n.reertnin rhnl Ihr h,ad, nr Dagnr: MC WESTERN WOOD dR:edrrnlhisd-iXn,nrelnrr rrr/Inehodin}i,rrp""'1 m•Ihr/-Ihnn✓inxn,rlrInrrren nn,nhe//nrn/rpli m.n.Thrd-ma. r,e.,Ihnllhr,,pcm ,rrl i.r h fnlernl/v rneed by the nn,/,vfloor,rhenlhing and 'h'-hnrnun eh"rd is Intrrn//vh-ced h,•n rigid.rhenthin. nrntcrfnl rlirrrdv nttnehed, nnlerr.nher"•isc TC Live 40.00 psf DurFac$ L=1.15 P=1.15 -led. Rrncing.,nr, rn i.,.�rr lnternl.anpp.vl rfcnnrpnnerrl.r rrmmhcry rmAvm reduce hulling lenglh. This c, pnnent.ahnll not he pined in an%, TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS atom I thnl ,rill -n- me.....lnre n nI,•nl, fine error/ r,r eraed /954 -/1---, manse.... pin,• cnrrn,inn. Fnhricnn•. hnndle, in.rinll and hrnee this tri,.,,,' in neeordnnee ,.,i,h h ;idhn,•fng .vmad-de: :lD/NT DETAAS' by 7 -,n -al. 'A,VS1,TP1 1, 'if TCA V . 11 1 T-vr Council BC Live 0.00 psf O.C.Spaeing 2-0-0 nfdnmricn StnndnrdDesign Rcpon.vihiliae,WANDLING/MNTALLINGAND RR4ra:VGAIETAL PI.A TF CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIE00 ROAD, ELVERTA, CA 96626 . (1//0.91) aa/'H18-91 SUA/A l.•IRI'S/1F.ET'1"TPL The Tru.r,r P/me ln.inrM (TP/)i.v I,, nlednl n'onr,f'h, Drfer. Al"'A" . u'ho"'i, 517/9. . The Arn-i.n rrrrrl and Pnper.ir.,'n'Wh'n (AFP: a is lnenmd nl 1111 19,hS,-1. Nut .ce 100, irn.,hingtnn. DC 10036. TOTAL 62.00 psf Segn T6.5.41 - 0 Job Name: imclauah BRG x -LDC REACT SIZE REQ 'D TC 2x6 DFL 02 1 8- 1-10 1842 1.88" 1.66" 2x6 DFL SS 2.6 2 35- 5- 3 1770 3.50" 1.89" 2x4 DFL p1 6-8 1-10 BRG REINFORCEMENT: BC 2x4 DFL 210OF-1.BE BRG TYPE FACES NAILS LENGTH 2X4 DFL 01 12.17 'l BER 1 a 12" WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based ONLY SCAB 2x4 DFL 2100F -1.8E on the trues material at each bearing Lumber shear allowables are per NDS. 0.07 2-11 1918 Continuous lateral bracing attached to flat TC FORCE AXL BND CSI TC as Indicated. Lumber must be structural 1-2 -1294 0.01 0.35 0.36 grade. Brace @ 24" o.c. unless noted. 2-3 -1420 0.01 0.93 0.95 End verticals designed for axial loads only. 3-4 -1449 0.01 0.93 0.95 Extensions above or below the truss profile 4-5 -1457 0.01 0.63 0.64 (if any) require additional consideration 5-6 -1937 0.02 0.15 0.16 (by others) for horiz. loads on the bldg. 6-7 -1205 0.03 0.50 0.53 7-8 -1205 0.03 0.50 0.53 BC FORCE AXL BND CSI 9-10 125 0.00 0.15 0.15 10-11 989 0.10 0.51 0.62 11-12 1449 0.15 0.51 0.67 12-13 1449 0.24 0.54 0.78 13-14 1593 0.26 0.54 0.81 14-15 1996 0.33 0.08 0.40 15-16 2002 0.33 0.05 0.38 16-17 -125 0.00 0.13 0.13 WEB FORCE CSI WEB FORCE CSI 1-9 -1803 0.74 5-14 740 0.33 1-10 1394 0.62 6-14 -659 0.55 ' 2-10 -1035 0.46 6-15 179 0.07 2-11 1918 0.85 6-16 -1216 0.95 3-11 -1544 0.67 7-16 -545 0.28 4-13 407 0.18 8-16 1966(0.87 3700 RIEGO ROAD, ELVERTA, CA 96626 5-13 -607 0.64 8-17 -173210.88 TOTAL 62.00 pall 4-5 8-8-2 5-3-0 B1 Truss ID: K3 ®Web bracing required at each location shown. See standard details (7X01087001-001 rev1). Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607 Loaded for 10 PSF non -concurrent BCLL. Drainage must be provided to avoid ponding. Permanent bracing Is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSIrrPI 1. PLATING BASED ON GREEN LUMBER VALUES. Brg. Block Reinforcing (cross -hatched area) attached to required face(s) of the truss at the noted support(s). Attach each block with 10d common nails as indicated evenly spaced and staggered throughout, per NDS. This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 13-11. 3 21- 9- 7 TC 24.00" 26-11.12 35-6-15 HORIZONTAL REACTION(S): support 1 -124 lb support 2 .124 lb This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category - B Bldg Length = 90.00 ft, Bldg Width = 27.71 ft Mean roof height - 13.42 ft. mph - 80 UBC Standard Occupancy, Dead Load - 15.6 psf -------LOAD CASE 01 DESIGN LOADS ---- Dir L.PH L.Loc R.Plf R.Loc LLrrL TC Ven 104.00 8. 0.11 104.00 36- 6-15 0.77 BC Vert 20.00 8.0-11 20.00 35. 6-15 0.00 Type... lbs X.Loc LL/TL TC Vert 100.0 15.1-0 0.65 TC Vert 100.0 17. 7- 0 0.66 5-10-8 5-2-6 1 2 3 4 r 5 6 7 8 7.0 10# -5100# -7. 0 I 8.7-3 , 2.4 7.10 24 3.5-8 2.5-4 2.5-4 8-0-11 49 10 11 12 13 14 15 16 STUB 2.4 17 5-7-12 B2 8-8-2 SHIP MAX DEFLECTION (span) : U999 MEM 13.14 (LIVE) LC 1 L= -0.29" D= -0.15" T= -0.44" --== Joint Locations 1 0-0-0 10 5-5-12 2 5-6-12 11 6-11-9 3 6.11-9 12 11-6.4 4 12-7-10 13 12.7-10 5 14-1-7 14 14-1-7 6 18-11. 1 15 18.11-1 7 23-2-11 16 23.2-11 8 27-6.4 17 27-6.4 9 0-0-0 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 Thi,r dr•,vign is /- nn indi"i'l-I hu;lrling® enrnpr,nenr nnr rrn...r .r,xrenr. lr hn.. heart hared nn ,rpeeifienrinnr prneirled herhe ennrpnnenf rrrnnu(nehrrer Chk: EC add,.nr;nneenrdares,v;thrhernrrrnr,•er..inn.rr,�TP/and: F/':IderlRn.,, ndnrdr. ,,'nrrr,r,n.r;hili,,,;.rn.<rnrnrd,rrd;r,renrh,nnlnernr��e. Dirne-inn., Truss ID: K3 rr to he eerifirAhe rhe a,nrpnnen' urnnn(nourrr nnd'nr huilrhng designer print n, fnhrienrinn. The hudding dexigner rnv,r m rrnin that the 1-1., ^nlrerl Dsgnr: MC WESTERN WOOD „rr tri> ee.ri,.n ,neer nr e,eeed he landing ln,P,,ed h,, he lnenl h,dhrnk rnrle -1 the p-lindar npplienth- The design -nes Ihnr the rap ehnrrl TC Live 4D.DD psf DurFaG6 L=1.16 P=11.115 islna•rnll,• hrner.l he thr rn, far (Inn, shen'hing and rhe h,r'nun ehnrA i.r lnmrnl¢• hrnmd he n rigirl.rhearhing rnnrerinl Jirceth. nrrneherl, unlecr nrhenvfre rr,led. R -in rh, v ......herr nl ,n,rrdncch,ckling length. TC Dead 12.0D psf Rep Mbr Bnd 1.00 ®FABRICATORS air^n,„rnrthat..auarta.,.lire,,,,,/s'.re.,rr,ndmeseed193Enm/.4vcn-en^neelurp/arenrrrn..tn.Fhrierte,handle•in. ll and hrner this rr, . neeu in rdnner. 4ih rhe fidlnming st-lard, 110INT DFT.4/LV' h,• Trrr.r I. 1LVSI.TPI l •. '.TCA /' - 11 1 TCn„ned BC Live 0.00 psf O.C.Spaeing 2.0-0 q/: Lunicn.Gnndarvl Dr.rign Rcrpnn.cihflitlr,t'11.4d'DLIVG/AI.VT:ILL6VG.45'D aR4ChVr,%l T.1L PL.4TFC0,V,VFCTF-D WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 96626 • /l1/q-9/1 nnd'I/l8.9I .1'lµ/A I.JRI',1'I/FFT•hv TPl. The Tru.rr I'lnrr Incrinne (TPII ;.e h,emed m D'On, f in Drivr, ,1 /nd;.rnn, d'i.renn.r;n 1J119. Thr Amerienn le-esr and Paper.4-neinann (.4FP.4) a /seared nr llll 19th Sheet.,VW. Sir $00. 11'aehingurn, DC 20036. TOTAL 62.00 pall Segn T6.5.41 - 0 Job Name: "mclau h FORCE CSI Truss ID: K4 Drw : BRG x -LOC REACT size REQ'D TC 2x6 DFL #2 Web bracing required at each location shown. This design based on chord bracing applied 1 a- 1-10 1842 1.88" 1.8811 2x4 DFL #1 3-4, 6-7 ® See standard details (7X01087001-001 rev/). per the following schedule: 2 35- 5- 3 1771 3.50" 1.89^ BC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 max o.c. from to BRG REINFORCEMENT: WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF TC 24.00" 16. 9. 8 18-11- 2 BRG TYPE FACES NAILS LENGTH SCAB 2x4 DFL 01 MULTIPLE LOAD CASES. TC 24.00" 24-1-7 35.6.15 BBR 1 8 12" Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBG RESEARCH REPORT #1607. HORIZONTAL REACTION(S) : BRG REQUIREMENTS shown are based ONLY Permanent bracing Is required (by others) to Drainage must be provided to avoid ponding. support 1 •167 Ib on the trues material at each bearing prevent rotation/toppling. See BCSI 1-03 Continuous lateral bracing attached to flat support 2 -167 Ib -236 0.21 and ANSUTPI 1. TC as Indicated. Lumber must be structural This truss is designed using the TC FORCE AXL BND CSI PLATING BASED ON GREEN LUMBER VALUES. grade. Brace LID 24" o.c. unless noted. UBC -97 Code. 1-2 -1010 0.00 0.23 0.24 Brg. Block Reinforcing (cross -hatched area) End verticals designed for axial loads only. Bldg Enclosed= Yes, Importance Factor = 1.00 2-3 -1103 0.01 0.26 0.27 attached to required face(s) of the truss Extensions above or below the truss profile Truss Location = End Zone 3-4 -1287 0.03 0.30 0.34 at the noted support(s). Attach each block (if any) require additional consideration Hurricane/Ocean Line - No , Exp Category - B 4-5 -1592 0.01 0.15 0.16 with 10d common nails as Indicated evenly (by others) for horiz. loads on the bldg. Bldg Length = 90.00 ft, Bldg Width = 27.71 ft 5-6 -1687 0.05 0.89 0.95 spaced and staggered throughout, per NDS. Mean roof height = 14.26 ft, mph - 80 6-7 0 0.00 0.89 0.89 UBC Standard Occupancy, Dead Load - 15.6 psi -•-------LOAD CASE #1 DESIGN LOADS --- BC FORCE AXI. BND CSI Dir L.Plf L.Loc R.Plf R.Loc LL/TL 8-9 168 0.00 0.36 0.36 TC Vert 104.00 8. 0.11 104.00 35-6-15 0.77 9-10 1114 0.08 0.36 0.45 BC Vert 20.00 8.0-11 20.00 35.6-15 0.00 10-11 1726 0.13 0.36 0.49 ..Type... lbs X.Loc LL/TL 11-12 1726 0.28 0.05 0.34 TC Vert 100.0 15.1. 0 0.65 12-13 1182 0.09 0.27 0.36 TC Vert 100.0 17- 7- 0 0.65 13-14 1182 0.09 0.27 0.36 WEB FORCE CSI WEB FORCE CSI 1-8 -1832 0.75 5-10 -816 0.40 1-9 1483 0.66 5-12 -561 0.49 2-9 -525 0.41 6-12 820 0.36 3-9 -641 0.54 6-13 258 0.10 3-10 531 0.23 6-14 -1899 0.54 4-10 322 0.14 7-14 -236 0.21 5-5 D-4_3 T 6.3-0 1 7 .13 5-2-6 1 2 4 5 6 7 011 - 7.0P i 11-5$ 100# 1 0# B1 2-4 - . S=3.5.4 4-6 27-6-4 8-08-0-11 8 9 10 11 12 13 14 STUB MAX DEFLECTION (span) : L1999 MEM 9-10 (LIVE) LC 15 L- -0.08" 0- -0.09" T- -0.17" __ Joint Locations - =- ,70-0 8 0-0-0 2 3-4-3 9 3.4.3 3 8.5-12 10 11.1-7 4 11.1.7 11 13.6.4 5 16. 0.12 12 16- 0-12 6 21.9.8 13 21.9.8 7 27.6.4 14 27-6-4 10.4-3 SHIP 7-3-12 c�SSIONAt FN HA(� �0 `'1311 0l a B2 A 1 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. 10/24/2006 Scale: 6/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ® Thi.r dl ig. 4,:/,v nn md;vidu l hnihimi cumpnncnl nm rntrx.vvrrnn. ll hn.r peen hn..cd nn apKi%enrinn.rprrn•ideAhrrhe cunpn"enl nm^ J eft r`r ✓1111, i. Chk• EC Truss I D: K4 nn`/ nenrrdnner r,•ilh Ihr enrren, ,•r•rdnn., , frpl n„ 1.Irpa d,•.r;xn .rinnnr,a. ,v„ resp„n.rimlue it n...rn,ne,'/'r neenrnq". Dhnen.rhn Dsgnr: MC n,;n,enrinnnl rn he-,-6f,-d by rhe a nnpnnenr rnnnu/nerurer and nr huilrlin} de.ri}ner (rri n,,J Arienri„n. Thr huifrlinF Ar.riFnr u.r, n..rerrn;n ,hnr Ihr /nada TC Live 40.00 pall DurFaes L=1.15 P =1.15 WESTERN W 00D.r,nrrrnl.r,hr n"""'"°''°""""r""^",.dhrrhrinurlhailAin}cudennJrhrpnnieulnrnpplienrinn.7heckri�nn.rorunr.r,hmrhrrnpeh„n/ e'l �'. rh,. r"ufnr./),,,,r nn IIh,•h,,,, ehnr,l it l,nrrnrp hrnced k"• rigid"hrmemF n,mer;nl direnn•mmened. "nlerc „Ihrrrei,rr .rhen11,m nnad.1Jnci.•.rh,urn;r/,rime-lpp ,,r„fcnn.pnnener,nr herr„„ir,rnrr,h,ce hu linglenx,h. rhircn,„p„nenlahnunn,hepl.-,/innnv TC Dead 12.00 psf Rep MbrBnd 1.00 ®FABRICATORS nr„nnrenl drn, rein cnn.re me ..... is 11,, -1-1 ,!f Ihr u•o"rI In ,meed 1914 1111,1111, [1111 cnnnrcl r plrn........ inn. rnhri-le. h 1k. in.vrnn BC Live 0.00 psf O.C.Spaeing 2-0-0 1111,1 hrnee Mw rr— in --d-- rrlrh the /,//„11.311} .rinnrinrrlr: WHAIT DET:II1..1' hr• 7,11. 1. 'ANS11TPI I', IIT( :•1 I' - 11',1111/ Tn,.cr (',wneil ,,f.4,nrricn.elnndnrdne.rixnn-1 ihilirrer.71.4NDLIX11,INSTALUNG.I,vnn2anvcAlFT.4LPLATECONNer:rF) WOOD TRUNSEV BC Dead 10.00 psf Design Spee UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . 0110.911 -171111.91 S(1A1A1A0)'S'1/EET heTIl. The Tn- Plum /senna, (Till) is h--1 nl D'O,nJ;„ Drive, elndL.,,n. Ir/renn.rin.53719. The.4,ne6ennrnre.,,nn1l•nprra..rnannna4rp:1)ish,mledn,lll119,h.Swel.Xlp.Sre800.11'n.rhinxrnn.Or20036. TOTAL 62.00 psf SegnT6.5.41- 0 Job Name: 'mclau h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. Truss ID: K5 DnN : Bite x -LOC REACT SIZE REQ'D TC 2x6 DFL 02 Web bracing required at each location shown. This design based on chord bracing applied 1 6- 2-11 1848 4 •00•' 1.97" 2x4 DFL 2100F-1.BE 2.5 ® See standard details (7X01087001-001 rev1). TC Live 40.00 pall per the following schedule: 2 35- 4-15 1765 4.00•• 1.88^ SC 2x6 DFL 02 Plating spec : ANSI/TPI - 1995 ®FABRICATORS max o.c. from to BRG REQUIREMENTS ehov are based ONLY 2x4 DFL STANDARD 11-4 THIS DESIGN IS THE COMPOSITE RESULT OF and h-ce IN., 1-s., in attars/ones .r;rh rhe fn/lnirinA srnndnrdr: DL•T,A1L.\•' h1. T...,n•n1. 'AVS1,TP1 l'. '117Ca /' II'nnJ Trus, G+unci/ JAuvricn.BmrdnrJOrsignkcpan.rih;/Uk.,.'/7dNDclA'CINh'T.ILL/A'f,+;ih'ORH.J[h\'CAIETdLPL:ITFCOA'd'EC7T:On'DDOTRI/.115'ES' TC 24.00" 17-10-6 21-3.4 on the trues material at each bearing 2x4 DFL #1 13-12 MULTIPLE LOAD CASES. TC 24.00" 14- S. 5 17.10. 5 rhe: h,,er;can F„se r nasi Pnprr a.,.,ncinrinn r.aFpal c.lnenr,rl nr 1111191h sneer. Nlr. sre .tan. n n,,hingw , DC 0036. TOTAL 62.00 psf FILL CHD 2x4 DFL #1 PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 24.00" 21.3.4 32-11.7 TC FORCE AXL END CSI WEB 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. HORIZONTAL REACTION(S): 1-2 -729 0.00 0.51 0.52 Lumber shear allowables are per NDS. Drainage must be provided to avoid ponding. support 1 -116 Ib 2-3 -1499 0.03 0.93 0.96 2x 4 web material vertical supports at 24" Permanent bracing is required (by others) to support 2 -116 Ib 3-4 -1143 0.02 0.93 0.95 o.c. (by others and typical). Attach with prevent rotationhoppling. See SCSI 1-03 This truss is designed using the 4-5 -1146 0.02 .0.40 0.41 1.5-3 min. plates at top and bottom. and ANSUTPI 1. UBC -97 Code. 5-6 -67 0.00 0.10 0.10 PLATING BASED ON GREEN LUMBER VALUES. Continuous lateral bracing attached to flat Bldg Enclosed = Yes, Importance Factor = 1.00 End verticals designed for axial loads only. TC as Indicated. Lumber must be structural Truss Location = End Zone BC FORCE AXL BND CSI Extensions above or below the truss profile grade. Brace L6) 24" o.c. unless noted. Hurricane/Ocean Line - No, Exp Category - B 7-8 116 0.00 0.46 0.46 (if any) require additional consideration Bldg Length - 90.00 ft, Bldg Width = 33.08 ft 8-9 1095 0.07 0.46 0.52 (by others) for horiz. loads on the bldg. Mean roof height = 14.57 it, mph - 80 9-10 1095 0.07 0.44 0.51 UBC Standard Occupancy, Dead Load - 16.6 psi 10-11 29 0.00 0.44 0.44 ------LOAD CASE #1 DESIGN LOADS ---- 11-12 77 0.02 0.16 0.18 Dir L.Plf L.Loc R.Plf R.Loc LL/TL 12-13 370 0.03 0.42 0.44 TC Vert 104.00 8.0-11 104.00 35-6-16 0.77 BC Vert 20.00 8- 0-11 20.00 35- 6.15 0.00 WEB FORCE CSI WEB FORCE CSI Type... lbs X.Loc LL/TL 12-4 -559 0.55 3-12 -559 0.41 TC Vert 100.0 15- 1- 0 0.65 1-7 -1927 0.74 10-12 1492 0.66 TC Vert 100.0 17.7.0 0.65 1-8 1414 0.62 5-12 1500 0.66 2-8 -1235 0.89 5-13 -1592 0.75 2-10 605 0.27 6-13 -150 0.11 9-9-9 11 I 2-7-9 MAX DEFLECTION (span) : 3-10 -430 0.22 3 4 I5 g U999 MEM 8.9 (LIVE) LC 15 L=-0.11.' D=.0.12" Tc -0.23" %.Q 17-7.3 -7.0 ==Joint Locations =0-0-0 1 8 2-0-0 71T� 100tf 2 7-4-11 9 12-0-0 3 14.3-5 10 14.3-5 4 21.0-2 11 21-0-2 5 24-9.10 12 21-0.2 2 -4 .54 6- 6 27-6-4 13 27.6-4 24 7 0.0.0 10-11-10 5-5 t 10-11-10 T-11-12 O66 SHIP 6-3-0 QP°��MiHAQ 1 ° 01-0-0 J ' l-" _,AN" TYPICAL PLATE: 3.4 B1 2 4 O=b-b 4 t! B2 4-5 5-8 1 0 1 21-1.14 I 27-6-4 8-0-11 17 8 9 10 112 6� 6 13 , 11-0-3 STUB STUB All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted 10/24/2006 Scale: 6/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: 51299 ® rnl. de.iXn i.,/,r nn in,fiN,h,nl hWhIM} enn,pnnenl nal o -,,.r., xrz,n•m. rr nor heen ha,r r nn ..�rerpeal;„n.. ern,•;een h„Inr en,n�nnr^l,nnnu/ n„ser nrl r/nn.1nnenMnnee i,nh be v-- i•e,.6n AFPA dc,;Fn-n„nrd.'. Ni.an..:ru,nrJfi+r dimene/nnn/ Chk: EC Truss ID: K5 n/TP1 and rnn.rih;lily assume,, Di --h- ., hr rr fed A,rhe enn,pnn nufner„rrr nnAnr huildinF de.i);ner psis m /nhrienrinn. The huildin); Aevil•nrr +,rmn n.cernn;n that the lnnrLr Dsgnr: MC WESTERN WOOD rh;., de.,;,are, nr e,er �•r;,he h-Imie i+npn.,ed h„cIh,• 1 1 nnuranv ands -IM, same+der nrrncminn. me de.,;xn n..nn,er mn, rnr lnP eh„rd i.e Ins •rn/ru hrnnn/ h" rhe rn fl r shenrhin} and he h„nam chard uInrernll" heed Ar n rigid direerlu-ached. -les-the-is, TC Live 40.00 pall DurFacs L=1.15 P=1.15 of shenlhi g ,nmesio, srne;n}..nn„•r+i..;�.rrnr,rnl.r�,pp„rr„/e.+mpnn... ,^uvuhe- noirm reduceMmklinyg1-ph. This c+urrpm-shallnmhepineedinnon TC Dead 12.00 psf Rep MbrBnd 1.00 ®FABRICATORS ^r^n,,,en11hn1,eill enm,e m ..... iAare -r-1 !(the „+,.e r,. --d /996 14 -eons, eunnenur plme c^rro,dn. "FnAricnrt•. h-11 , M-11 nV01.%'T BC Live 0.00 psf O.C.Spaeing 2-0-0 and h-ce IN., 1-s., in attars/ones .r;rh rhe fn/lnirinA srnndnrdr: DL•T,A1L.\•' h1. T...,n•n1. 'AVS1,TP1 l'. '117Ca /' II'nnJ Trus, G+unci/ JAuvricn.BmrdnrJOrsignkcpan.rih;/Uk.,.'/7dNDclA'CINh'T.ILL/A'f,+;ih'ORH.J[h\'CAIETdLPL:ITFCOA'd'EC7T:On'DDOTRI/.115'ES' BC Dead 10.00 psf Design Spec UBC. -97 3700 RIEGO ROAD, ELVERTA, CA 95628 . !N10.9/1 nml'HlN.9l .cl/3 /A LAR I'.\'l/E/:'T' he 717. Thr Tru.v, PIn1r /n.,riune (TPII ;,• loenrrd nr D'Om,(rin Or;.•r, ,Vndi..+n. n';.,erm.6n SJN9. ' rhe: h,,er;can F„se r nasi Pnprr a.,.,ncinrinn r.aFpal c.lnenr,rl nr 1111191h sneer. Nlr. sre .tan. n n,,hingw , DC 0036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: 'mclau h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: L2 Drw : BRG X -LOC REACT SIZE REO'D TC 2x6 DFL #2 ® Web bracing required at each location shown. This design based on chord bracing applied 1 0- 2-12 2882 5.50" 3.07^ 2x4 DFL #1 3-6 ® See standard details (TX01087001-001 rev1), per the following schedule: 2 41-11- 6 2605 HGR 2.7a^ BC 2x4 DFL 01 Plating spec : ANSUTPI - 1995 max o.c. from to BRG REQUIREMENTS shove are based ONLY WEB 2x4 DFL STANDARD TC Live 40.00 pats THIS DESIGN IS THE COMPOSITE RESULT OF TC 24.00" 15-0-16 33-4-0 on the trues material at each bearing 2x4 OFL #1 17-8 MULTIPLE LOAD CASES. HORIZONTAL REACTION(S): B10 HANGER/CLIP NOTE 2x6 DFL #2 18.8 ®FABRICATORS PLATE VALUES PER ICSO RESEARCH REPORT #1607. support 1 280 Ib 2 Hanger TBE- Lumber shear allowables are per NDS. O.C.Spaeing 2- 0• I) Loaded for 10 PSF non -concurrent BCLL. support 2 •280 Ib -HANGER(S) TO BE ENGINEERED Continuous lateral bracing attached to flat Design Spec UBC -97 Drainage must be provided to avoid ponding. This truss Is designed using the Support Connection(s)/Hanger(a) are TC as Indicated. Lumber must be structural PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. not designed for horizontal loads. grade. Brace LID 24" o.c. unless noted. Seqn 76.5.411 • 0 End verticals designed for axial loads only. Bldg Enclosed = Yes, Importance Factor = 1.00 Extensions above or below the truss profile Truss Location = End Zone TC FORCE AXI. BND CSI (if any) require additional consideration Hurricane/Ocean Line - No, Exp Category . B 1-2 -4250 0.09 0.67 0.77 (by others) for horiz. loads on the bldg. Bldg Length - 90.00 it, Bldg Width = 48.03 it 2-3 -3483 0.07 0.33 0.40 Mean roof height - 13.76 Its mph - 80 3-4 -3189 0.20 0.77 0.96 UBC Standard Occupancy, Dead Load - 15.6 psf 4-5 -2904 0.16 0.77 0.93 5-6 -2904 0.16 0.71 0.87 6-7 -2471 0.04 0.39 0.43 7-8 -743 0.00 0.29 0.29 BC FORCE AXL BND CSI 9-10 3482 0.57 0.41 0.98 MAX DEFLECTION (span): 10-11 3480 0.57 0.16 0.73 L/999 MEM 10-11 (LIVE) LC 1 11-12 2864 0.47 0.16 0.63 L--0.21" D=-0.13" T=-0.34" 12-13 2864 0.47 0.12 0.58 13-14 3195 0.52 0.12 0.64 - Joint Locations -� 14-15 1967 0.32 0.11 0.43 1 0-0-0 10 7.9.13 15-16 1967 0.32 0.17 0.49 7.9.1 2 7.9.13 11 14-11.0 -11.0 16-17 770 0.06 0.29 0.35 3 0 12 1 17-18 -281 0.00 0.22 0.22 4 21.1.1 13 21.1-1 WEB FORCE CSI WEB FORCE CSI 6 27.4.15 14 27.4.15 8-8-1 2-10 245 0.10 6-14 1520 0.67 1 2 4 5 6 6 33.7-0 15 32.6-0 16 r 2-11 -764 0.37 6-16 -704 0.38 7 40-8.3 16 33-7.0 3-11 584 0.26 7-16 1475 0.658 Q 18-2-0 42.1-2 17 40.8.3 9 0.0.0 1B 42- 1.2 3-13 531 0.30 7-17 -2230 0.83 I 4-13 -296 0.16 8-17 2444 0.40 4-14 -496 0.39 8-18 -2627 0.41 6-1 3� 1.6-4 6 5-14 -672 0.35 I 3.5-4 R5-10 94-3 > 4-6 T 1 o -3S SHIP 4-3-7 5-8 =0 1 SSION& FIFN b-10 1.5.4 3- 31 3.5-10 3-6 I C�2 S=4-5 S=3.6-4 62.5-4 QUO MHA( B1 B2 18� I 42'1'2 9 10 1112 13 14 1516 18 6-4� STUB 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truawal software, unless noted. Scale: 3/32" = 1r WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ® Thi.r rlerign fv frr nn inr7ividunl hailding cmrprrnrm nm tru.cr.rvstun. 1r her Aren Arvred nn.rpee jemhmr prvn.idrAhv rhr aunpnnem rrraaufaerurer in TP/ Chk: EC Truss ID: L2 nAJane assort/once w/th the current verrinns rf nnAAFP.I rlerign .nnndnrdr. A4r rarpnnsiAifin ix araumeA/r' d'inen.rinnn/ necuraev. Dimenslnn.r Dsgnr: MC re rn M1e rrerifieAA,v rhr enrnryrnenr rnanufanurrr nnJ/rr M1vilAing rlerignrr pri rr ur fnArientinn. The huilJing Ae.dgne u.rr n.reertnin that rhe lnadr atili:eAun TC Live 40.00 pats DurFaes L=1.15 P=1.15 WESTERN WOOD rhi.v Ae.rign mrrt nr exceed she landing hupued by the laenl hadding c le and the parriaJnr app0entiun. The dnrign n.rrmnrs rhnl rhe rup chord h laterally heaccd h rhe r^nf-flanr.rhe^rhing and he hnnnrn chord is laterally braced Av a rigid sh-hing m^rerinl direnfv attached. unleer nrherwl.re oared. fen rrrP^aea.....rnherronly ar redrree nadrrng length. Thircnnipnnem .rhnnnnr he placed is any TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS ^",r^^,sent that ..m eaa.rr mr rnnLrrarr enn,rnr rime wand rn en --d 19% and/nr .re na-ct- plate a^u trth- I hrrenrr. handle, 1-11 and hrnec this rr^.rr in am -lance with the f.1h,,efng standards: V0/NT DET.d/Lc' by Tru.rwn1. '.aNSI?P1 l', '11TC.9 V - 11 d T-Cnuneil BC Live 0.00 psf P O.C.Spaeing 2- 0• I) ,,fAa-ica Standard D-iga Reyn-ihiliriec '//ANDL/NG INSTALLING AND BRACING A1ETAL PLATE CONNECTED enOD TRIA,SES, BC Dead 10.00 psf Design Spec UBC -97 3100 RIE00 ROAD, ELVERTA, CA 96626 - (111,9-91) -1 7110.91 SUAIAMRI'.S'H£ET' by TPI. The Tru.cr Plate 1^s1imre (TPI) k treed as D'Om frf^ Drhr. Aladisnn. II'icrsrri.cin 33719. The Aurerican F -e ,and Paper A.rs"eiral^n (AFPA) i..la-ed nr 11 11 19th Stmt• NII'• .he X00, W-hingwn. DC 30034. _ TOTAL 62.00 psf Seqn 76.5.411 • 0 Job Name: rmclau h Truss ID: L3 Drwa: BRG x -LOC REACT SIZE REQ'D TC 2x6 DFL 02 1 0- 2-12 2882 5.50" 3.07"2x4 DFL #1 4-8 2 41-11- 6 2604 HGR 2.78" BC 2x4 DFL #1 BRG REQUIREMENTS shovn are baaed ONLY WEB 2x4 DFL STANDARD on the truss material at each bearing PLATE VALUES PER ICSO RESEARCH REPORT #1607 BRG HANGER/CLIP NOTE Drainage must be provided to avoid ponding. 2 •HTU2e PLATING BASED ON GREEN LUMBER VALUES. Support Connection(a)/Hanger(s) are End verticals designed for axial loads only. not designed for horizontal loads. Extensions above or below the truss profile SEE SIMPSON CATALOG (if any) require additional consideration FOR ADDITIONAL INSTALLATION NOTES (by Others) for hortz. loads on the bldg. TC FORCE AXL BND CSI 1-2 -4252 0.09 0.67 0.77 2-3 -3481 0.06 0.33 0.39 3-4 -3460 0.07 0.35 0.43 4-5 -3172 0.19 0.59 0.78 5-6 -3017 0.17 0.59 0.76 6-7 -3017 0.17 0.50 0.68 7-8 -2394 0.11 0.36 0.47 8-9 -2695 0.04 0.24 0.28 9-10 100 0.01 0.14 0.16 BC FORCE AXL BND CSI 11-12 3484 0.57 0.41 0.98 12-13 3482 0.57 0.15 0.72 13-14 2859 0.47 0.15 0.62 14-15 2859 0.47 0.08 0.55 15-16 3179 0.52 0.08 0.60 16-17 2420 0.40 0.08 0.48 17-18 2600 0.43 0.21 0.63 18-19 1466 0.24 0.17 0.41 19-20 1464 0.24 0.12 0.36 WEB FORCE CSI WEB FORCE CSI 2-12 248 0.10 7-17 -1397 0.74 2-13 -773 0.38 8-17 292 0.34 4-13 583 0.26 8-18 669 0.30 4-15 558 0.26 9-18 946 0.42 T 5-15 -357 0.19 9-19 238 0.10 5-16 -303 0.22 9-20 -2873 0.79 6-16 -570 0.30 10-20 -120 0.02 7-16 1114 0.49 9-4-3 5 =0-6-10 81 ®Web bracing required at each location shown. See standard details (7X01087001-001 rev1). Plating spec : ANSVTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL. Continuous lateral bracing attached to fiat TC as Indicated. Lumber must be structural grade. Brace LID 24" o.c. unless noted. 15-0-15 1 1 8-8-1 1 1 23 4 5 6 7 8 9 10 18-2-0 ." 0 8-8 S=4-5 �5-12 BY- - 5.5 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 15-0.15 33-4.0 HORIZONTAL REACTION(S) : support1 2801b support 2 280 lb This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category - B Bldg Length - 90.00 ft, Bldg Width - 42.50 ft Mean roof height = 13.76 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psi I 10-3-9 11 I SHIP b-8-121 6.00 104 31-6-0 1 1 9-1-10 � 1 42.1-2 -6-8 11 12 13 14 15 16 1718 1920 6-4-14 STUB MAX DEFLECTION (span) : L/999 MEM 16.16 (LIVE) LC 1 L= -0.21" D-0.12" T --O.33" _= Joint Locations 1 0-0-0 11 0-0-0 2 7.9.13 12 7.9-13 3 B-4-13 13 14-11.0 4 14.11.0 14 18.0-0 5 20-3-9 15 20.3-9 6 25- 9-15 16 25- 9.15 7 31-6.0 17 31-6.0 8 33-4-0 18 32-11-8 9 38-11- 8 19 38-11.8 10 42-1-2 20 42.1.2 �SS10Nq� FN Q �pM HA444, 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ® rherdrrignirfi,ranind9•idualhadrfagenapatent narrr,.,.r.r,,.rre,". Ithashgenharednn.rpeeifeadon.rprayidedbythe a„mpoaeaas fcrarrr and done in ,virh the TPI AFP.4 design V Chk• EC - Truss I D: L3 accordance current vrrrioas "f and .standards. resp,,,sihiti(v is auutnedfn, di,,e,si,nal accura,; . Dhnensions re r., he verified by the enapnnea manufnerurer andl- building derignrr prior in fahriearian. Thr hui/ding drrigne , u.v n.reerrain that rhr /nam Dsgnr: MC WESTERN WOOD aril -d an this design ,noel sir --d he loading Impn.reAAv rhe /nen/ Auifding mda• and rhe parReulnr applienrinn. The dagga ncsumes that the tap chard is Innrnlly braced by rhr rot for Jlnnr shrarhiag and the hatan eh -d is 1-ralh• braced by a rigid sheahing material directly attached, unless thenvise TC Live 40.00 psf DurFBes L=1.16 P=1.15 nen. nraaiag.rho,raerf,rlareal.Tapp,rr,fmn,panesrrrywherrnnlvinreduce buckling length. Thi.remnpr,nea.vhallantheplaeedlnanu TC Dead 12.00 psf Rep MbrBnd 1.15 ®FABRICATORS vires ment that udB-se the 6 -re rna,enr rJahr ,.uu I u, eseecd 19% andlnr cause eannectar plate enm,,dnn. Fabricate, handle. install BC Live 0.00sf P O.C.Spaeing 2- 0- 0 and hence ,his suss in a -dance with the f I/ou•Ing standara, :/DINT DETAILS" by T-0. 'ANS11TPI 1'. '117CA 1'. 11'ond Truss Cauncil JA,ncri-SmndardDesign Revpnnsihililies,'HANDLINrINSTALLINCAND BRAC/NG AIEL4/.PLA TECONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 .3700 RIEGO ROAD, ELVERTA, CA 95026 - (11113-91) anrl'N184I SUA/A/ARI'.SHEFr by TPI. The Truss Plan 1nadrure (TPD is /neared at D'Oa,!f io Dr;ve. Aladuaa. 10 --in 11719. Th -1 -i- r rest and Pap -4 cialian (AFP4) is Ineated a I/// 19th ,Greer. Am', se 800, a arhiagtnn. DC 20016. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: "mclau h Truss ID: L4 Drwa: BRG x -LOC REACT SIZE REQ•D TC 2x6 DFL #2 1 0- 2-12 2882 5.50'• 3.07'• 2x4 DFL 240OF-2.OE 3.5 2 41-11- 6 2605 HGR 2.78" 24 DFL #1 6.7 BRG REQUIREMENTS shove are based ONLY BC 2x4 DFL #1 on the trues material at each bearing WEB 2x4 DFL STANDARD BRG HANGER/CLIP NOTE 2x6 DFL #2 17-6 2 •HTU28 Lumber shear allowables are per NDS. Support Connection(s)/Hanger(e) are Continuous lateral bracing attached to flat not designed for horizontal loads. TC as Indicated. Lumber must be structural SEE SIMPSON CATALOG grade. Brace @ 24" o.c. unless noted. FOR ADDITIONAL INSTALLATION NOTES TC FORCE AXL BND CSI 1-2 -4248 0.09 0.67 0.77 2-3 -3486 0.07 0.31 0.38 3-4 -3224 0.11 0.82 0.93 4-5 -3224 0.11 0.82 0.93 5-6 -2960 0.04 0.22 0.26 6-7 -2713 0.14 0.42 0.56 7-8 -1883 0.03 0.50 0.52 BC FORCE AXL BND CSI 9-10 3480 0.57 0.41 0.98 10-11 3478 0.57 0.17 0.74 11-12 2870 0.47 0.17 0.64 12-13 2870 0.47 0.27 0.74 13-14 2540 0.19 0.51 0.70 14-15 3060 0.50 0.26 0.76 15-16 2069 0.34 0.17 0.51 16-17 280 0.00 0.20 0.20 WEB FORCE CSI WEB FORCE CSI 2-10 242 0.10 6-14 -1432 0.67 2-11 -754 0.37 6-15 -184 0.14 3-11 584 0.26 7-15 1690 0.75 3-13 516 0.38 7-16 -1392 0.55 4-13 -918 0.48 8-16 2051 0.91 5-13 997 0.44 8-17 -2594 0.26 5-14 252 0.10 T 9 4-3 1 =0-6-10 B1 Web bracing required at each location shown. ® See standard details (7X01087001-001 rev1). Plating spec : ANSVTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607. Loaded for 10 PSF non -concurrent BCLL. Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (if any) require additional consideration (by others) for horiz. loads on the bldg. 1 1 2 4 5 5 7 8' 14-6-9 +-7. 1 -7 -7.00 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 15-0-16 29-8-9 TC 24.00" 32-4-4 35-3-9 HORIZONTAL REACTION(S): support 1 2801b support 2 280 Ib This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 42.50 ft Mean roof height = 13.76 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psi -6 T 3-3-7 i1-0 3-8 6-6 B2 2.5-4 6.00 t 10-3-9 t SHIP -0 1 FM 31-" 42-1-2 I I 8-7-2 9 10 11 12 13 214015 1617 6-41_ STUB All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. MAX DEFLECTION (span) : L/999 MEM 10-11 (LIVE) LC 1 L= -0.20" D= -0.13" T= -0.33" == Joint Locations = _ 1 0-0-0 10 7-9-13 2 7-9-13 11 14-11.0 3 14-11- 0 12 20- 0- 0 4 22-5-5 13 22-5-5 5 29-8-9 14 31-6-0 6 31-8-2 15 33-6.0 7 35-3-9 16 38-9-4 8 42-1-2 17 42-1-2 9 0-0-0 �40tAAL ENS/NF ALC Fq O U E 10/27/2006 Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S12991_02 ® Thi-Aec;gra;.rf.,nniadh,idanlhaildingenmp.nenla,,, a-.rvrr.... hhn.cherohmsdl .,p,c enrinn.cprnrider/Avrheenm/xrnrn nrnnu/neurrr nnd.lFP.! dr.r;grait ina- ail Aaa i. ne -d�n[, ".ith lhe trat ..rr.rur�' Chk• EC Truss ID: L4 „JTPI -tanAardr. ,,•n ,e<pnacib;h�, a.rramed,,' „h f�a.fn` [[nrn�nt Dia, a m he ,rifted Av the n.mprne nuJnn anronr h,,;roiaR dedgnrr p,;, ro fnAr;endnn. Thr AuildinF .lr-iAnr 'n rhnr rhe /node Dsgnr: MC WESTERN "inked nn chi - f -pa rnrrr nr rx ed he lnndmg inrpced h,.,he /neral haihlinp enAr nnAthr pnnin.lnr npplienlinn. Thr design auamnc Mal rhe i,rp chord TC Live 40.00 psf DurFBcs L=1:15 P=1.15 WOOD i- Int rnBv braced A„rhr r ,!fn flour .A-hiag and rhr hnrtnnr short/ i., larernlh: braced by a rigid xheolhiag nr^rerial direvr v attached, unlr.v nrherud-r ""'d. B,ncingah"ais./,lavrnl-..ppnnnfen.r.Annear-sen,herrnn(vm.erh,[en..[klin);IengrA. This[n.np.nenl.rhallnnrhepm[edinnnv TC TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS ^'^^1eal that ,ill lh...rnimvr e,.n,ent,Jm. nva^7,, -c-/99A nnJ/nr caas, C-accnv plum corrosion. Fahrienrr, hna.11r. in.nall BC Live 0.00 psf O.C.Spaeing 2- 0. 0 nnJ Ar^tt Ihir rrn.cr in ounrAnnee with rhei'd/owing ,.rnndnrrlr: './O/A'T DETAII C' Av Tru.,-rnl '.!A(CI.TPI l'. 'll'TCA /' - 11'nnr/ Tnrcc ('nuneil nJdmrricn.BnnAnrd Dcrign Re pnncihilidre'N.lA'DhIA'GlA'.CL4LLlA'f,.4A'OBR:Ir'lA'G AIF.T.•1/. Pl_4TF CQA'A'FCTF,D 11'000 TRUSSFS' BC Dead 10.00 psf Design Spec UBC -97 .3700 RIEGO ROAD, ELVERTA, CA 96626 . (y1B-9l) on,1711B-9l .CUAIAI.4RI'SNFhr' h„TPL The Tarr Plate ladimrr ?P0 it h -red as O'OanJrio D,we. Aladir'm, Wborada 51719. rAe.4,err;[anFnrrrtnadpape.a-.rn[ian.rnr.aFP:ui.rin[art,lallnlro,h.crrert.,vn'..oegnn.ma.rmaRnrn.Dr_nn1b. TOTAL 62.00 psf SegnT6.5.41- 0 lJob Name: jmclaugh Truss ID: L4A Drwa: BRG X -LOC REACT SIZE REQ'D TC 2x6 DFL #2 1 0- 2-12 2882 5.50•' 3.07" 2x4 DFL 01 3-6,8-9 2 41-11- 6 2605 HGR 2.78" BC 2x4 DFL 01 BRG REQUIREMENTS shorm are based ONLY WEB 2x4 DFL STANDARD on the truss material at each bearing 2x6 DFL #2 20.10 BRG RANGER/CLIP NOTE Loaded for 10 PSF non -concurrent BCLL. 2 •HTU28 Continuous lateral bracing attached to flat Support Connection(s)/Hanger(s) are TC as Indicated. Lumber must be structural not designed for horizontal loads. grade. Brace LID 24" O.C. unless noted. SEE SIMPSON CATALOG FOR ADDITIONAL INSTALLATION NOTES TC FORCE AXL BND CSI 1-2 -4253 0.09 0.67 0.77 2-3 -3480 0.07 0.36 0.44 3-4 -3156 0.19 0.47 0.66 4-5 -3079 0.18 0.49 0.67 5-6 -3079 0.18 0.49 0.67 6-7 -3003 0.04 0.12 0.16 7-8 -3570 0.12 0.16 0.28 8-9 -1709 0.06 0.36 0.42 9-10 -2007 0.02 0.10 0.12 BC FORCE AXL BND CSI 11-12 3485 0.57 0.41 0.99 12-13 3483 0.57 0.15 0.72 13-14 2857 0.47 0.15 0.62 14-15 2857 0.47 0.04 0.51 15-16 3164 0.52 0.13 0.65 16-17 2527 0.41 0.13 0.55 17-18 3371 0.55 0.29 0.84 18-19 3077 0.50 0.15 0.66 19-20 -279 0.00 0.17 0.17 WEB FORCE CSI WEB FORCE CSI 2-12 249 0.10 6-17 191 0.08 2-13 -777 0.38 7-17 -1587 0.67 3-13 584 0.26 7-18 1704 0.75 3-15 567 0.25 8-18 -230 0.10 4-15 -399 0.21 8-19 -2333 0.70 4-16 -178 0.12 9-19 549 0.24 5-16 -560 0.30 10-19 2228 0.98 6-16 1006 0.44 10-20 -2584 0.26 Web bracing required at each location shown. ® See standard details (TX01087001-001 rev1). Plating spec : ANSIlrPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBG RESEARCH REPORT 01607 Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (if any) require additional consideration (by others) for horiL loads on the bldg. 1 15 2 4 5 6 7 891'0 i 0 14-6-9 -7.00 -0-12 - 0 6-10 B1 - - - 3.4 - - - 6-12 6.00 This design based on chord bracing applied per the following schedule: max O.C. from to TC 24.00" 15-0-15 29-8-9 TC 24.00" 35-1.7 38.1-11 HORIZONTAL REACTION(S): support 1 -279 lb support 2 -279 lb This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No. Exp Category - B Bldg Length = 90.00 ft, Bldg Width = 42.50 ft Mean roof height = 13.76 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psi t T 10-3-9 1-3-7 SHIP f1-0-0 18-0) 31-6-0 1 i 8-7-2 1 42-1-2 11 12 13 145 16 2 0 17 18 19 20 ' 6-d1_ STUB MAX DEFLECTION (span) : L1999 MEM 15-16 (LIVE) LC 1 L= -0.22" D= -0.13" T- -0.35" - Joint Locations =_ 1 0-0-0 11 a-0-0 2 7.9.13 12 7.9-13 3 14-11.0 13 14-11- 0 4 19-9-13 14 19.0-0 5 24-10-6 16 19.9-13 6 29-8-9 16 24-10-6 7 33-6.0 17 31-6-0 a34-6-4 18 33-6.0 9 38-4-11 19 38- 4-11 10 42-1.2 20 42-1-2 10/27/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S112991_02 ® Ther deriga er frm nn iadiWdanl h.ildiag a aprment not rru.cr.pevnn. A ha, heen harrrl as .speeiftunh,as provided hr the -pa-i moa f crater nnddnnrinocm,do,ce-irhohec.r.ear,,,rion.r,fTPla,dAFPArlr,ign.rra,dordw. A'nreepnn.riAilin�i.racru,nrrlfn'ni,nmr;nanlncmrn�,,. D;,amrinar Chk• EC Truss ID: L4A re la he , ifrd Av rhe rnmpmen, mn J surer nnA.4,r huilding der;gnrr prior m JnArieminn. Thr hu;lding designs un n.reerrain char rhe In^dr Dsgnr: MC WESTERN WOOD urili:nl on "i' dr.<ign meet nr tweet/ he loading iarpnrrAh,• rhr larnl hvilrling noir nnArhr pnr,icvinr npplicnlion. Thr design am,mv rhni rhe rap chard is la,ernllu h --d h,, be rrvm/nr,/lnnr,cheolhing and the ho,mtn ehorrl it Inrrrnll, braced by o rigiAshenlhing mnhrinl <lireclly attached. un/res nrhenrirc TC Live 40.00 psf DurFaes L=1.15 P=1.15 nmrd. Rracingshmenc.firlateral .r,pp,,tnfcanpan ., mnnhr ,aaly r,d,,-hucF'linglr„grh. Thiscnmponrmshnllnalheplaced iannu TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS "r^^a en, that aiumarethemaiv-,,mrml,flhrunndla-eed19%anrlrnrcausecnnnect-plate ca-ason. Fnhricnrghandle,install ' BC Live 0.00 psi O.C.Spaeing 2-0.0 and Arncr this Ionto' in a - d-, 611, Ile fill-Oag.rtandord, V0/'T DETAIL- A„ T- al. l4N.c1;TPI P. 'If TCA P. (('.ad Trn.rr crmacil afA. ri.aSIaadnrd Design Resprarihd;dec'HAA'OLINO IAWTALLIA'G.01D 894CINGAIFTAL PLL TE ('0AWFC. TED WOOD TRU,SSFc• BC Dead 10.00 psf Design Spee UBC -97 3700 RIEGO ROAD. ELVERTA; CA 95626 . (lilR-vl1 aad'lllR-91 .t'llllAl.•1R1'.CHEF.T'hn TPl. Thr Tracv Plmr laviru1,(TPI) is located a, D'Dao/ria Drier. A/ndesaa. 114smn.sia 13719. Th, Aa,rerima Forza nad Paper Assaeiali- (:IFP:I) u Inc d a, 1I 11 19,h ,Sl...1. AM. Sze •YOO, 11'arhingum. Dl. 20036. TOTAL 62:00 psf Secin T6.5.41 - 0 Job Name: imclaucih Truss ID: 1_413 - . Drwca: �BRG X -LOC REACT SIZEREQ'D TC 2x6 DFL #2 1 O- 2-12 2882 5.50" 3. 07'• 2x4 DFL #1 3.6.8.9 2 41-11- 6 2605 HGR 2.78" BC 2x4 DFL 01 BRG REQUIREMENTS sho•,n are based ONLY WEB 2x4 DFL STANDARD on the trues material at each bearing 2x4 DFL #1 18-9 BRG HANGER/CLIP NOTE Loaded for 10 PSF non -concurrent BOLL. 2 •HTU28 - Continuous lateral bracing attached to flat Support Connection(s)/Hanger(s) are TC as Indicated. Lumber must be structural not designed for horizontal loads. grade. Brace @ 24" o.c. unless noted. SEE SIMPSON CATALOG FOR ADDITIONAL INSTALLATION NOTES 1 TC FORCE AXL BND CSI 1-2 -4253 0.09 0.67 0.77 2-3 -3480 0.07 0.36 0.44 3-4 -3156 0.19 0.47 0.66 4-5 -3079 0.18 0.49 0.67 5-6 -3079 0.18 0.49 0.67 6-7 -3015 0.04 0.12 0.16 7-8 -3619 0.07 0.20 0.27 8-9 -2591 0.13 0.44 0.57 BC FORCE AXI" BND CSI 10-11 3485 0.57 0.41 0.99 11-12 3484 0.57 0.15 0.72 12-13 2857 0.47 0.15 0.62 13-14 2857 0.47 0.04 0.51 14-15 3164 0.52 0.14 0.65 15-16 2526 0.41 0.14 0.55 16-17 3391 0.55 0.29 0.84 17-18 2972 0.49 0.16 0.65 18-19 -276 0.00 0.15 0.15 WEB FORCE CSI WEB FORCE CSI 2-11 249 0.10 6-16 193 0.08 2-12 -777 0.38 7-16 -1627 0.68 3-12 585 0.26 7-17 1485 0.66 3-14 567 0.25 8-17 52 0.02 4-14 -399 0.21 8-18 -2287 0.44 4-15 -178 0.12 9-18 3508 0.57 5-15 -561 0.30 9-19 -2577 0.50 6-15 1008 0.45 Web bracing required at each location shown. ® See standard details (TX01087001-001 revl). Plating spec : ANSUTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (if any) require additional consideration (by others) for hor(z loads on the bldg. 15-0-1. 8-5-14 1 2 3 4 5 r6 7 6 9 14-6-9 -7.00 3�-02 6-10 .B1 This design based on chord bracing applied per the following schedule: max O.C. from to TC 24.00" 15- 0.15 29- 8. 9 TC 24.00" 38. 3.8 42- 1. 2 HORIZONTAL REACTION(S): support 1 -275 lb support 2 -275 Ib This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes. Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No. Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 42.50 ft Mean roof height = 13.76 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psf t T 10-3-9 3-3-8 SHIP ±1-0.01 - - - - 3-4 _ 5-12 CL 11:94 31-6-0 , , 6-7-2 ; 42-1-2 10 11 12 134 15 2160 17 16 19 6-4-14 STUB MAX DEFLECTION (span) : U999 MEM 14-15 (LIVE) LC 1 L= -0.23" D= -0.13" T= -0.36" =- = Joint Locations = 1 0-0-0 11 7-9-13 2 7-9-13 12 14-11-0 3 14-11-0 13 19-0-0 4 19-9-13 14 19-9-13 5 24-10.6 15 24-10-6 6 29- 8- 9 16 31-6-0 7 33. 6- 0 17 33-6-0 8 38-3-8 18 38-3.8 9 42.1-2 19 42-1-2 10 0-0-0 �5g\ONAL ENQ�� NAQ 1 _ Sao• �:�'`" /rr1 OF 10/27/2006 All plates are 20 gauge Truswal Connectors unless preceded by "W" for HIS 20 gauge or "rH" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3132" = 1" WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S12991.02 Thu design i... ,rr nn nr/iWdunl hadding a mp.rnrnr nrr rn..rr,.,,,rrrr. n hn.r hrrn hnsrd,, ,Pre f, n i n. prnr•idrd he,h, nrmpnm•nr r rnnrr, a nrr" Chk: EC ® wi l neenrnq, Dirnensinnr nd,hn n --d-c,� irh he n,.irn n rsinnr' fTPI nnd:/%PA design rinn'Mrrlr. X ,spn ihi/in i.r rr.rsarrre'/fi it Dsgnr: MC Truss I D: L4B fr•n n be "r fird h.• rhe n,Pnn nr f tour" nnd/nr hnildinp derignrr psi n /nhrien/inn, The hailding d,•..'ignr nreerrnln Ihnr the Inndr TC Live 40.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD I°°,hir,,rign,nerrnr er'rdthel.mdingirnp+.ed",:,mrinc,lhr+itdfnucr+.h•nndrhepn icdnrnpplicm^rn'Th,nleviynns.umnrhnlrhebrPch�rd :• Inr rn lh: hrncrd by rhr r u+J,r,/1nr r.rhrnrhing nn.l rhe h,a chord i.r Inr rn/1v hr ted he n rigid Aenrhing rr inl rlirrerly nlrnehrd. anis.:" nrhrnri.rr rd. 8 - mg .A n i.' fir 1--1 e,Pporr ,/cm Pnnrnu rnnnh..... m suis cc hackling Iragrh. Thi., c arponrnr sh,11 I be pl-d in TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS r rhnr -,ill enure /he mosso""" ennrrn rhe ....ml "+ r erred /9% n Pd M, en ,n /nrr t rrrnA'i.rn. Fnhric-. hn 11,. in.. nil r'/ st101,1'T BC Live 0.00 psf O.C.Spacing 2-0-0 S 1h,e ,1 OFTAII.S' by Trrr..,.•nl. }IA:SIrT/'I l'. '11TC4 1'- 11 l Truss Council mJ h.ncr "hir mass in ncc,.rinncr .rlrh rhr f lln.ring .unndnrdc ,r/AmrAcn .1'mnrinnl Design R-p,".rihilirier. WAADLIX6, INSTALLING AND RR.4C1N0 AIETAI. PLATE CONA'ECTFD 11'000 TRUCPF.P' BC Dead 10.00 psf Design Spee UBC -97 . 3700 RIEGO ROAD. ELVERTA. CA 95626 . (/1/8.91) -1 81/AIA1ARI' 311FFr' hr TPI. The Tnr.r:r P/nrr 1-i-, (TPD L•h-1,d nr D'0-,j/ti,, Drh•e. Aln.h.rnn. 11'i.eeoarin 3I119. Thr.4nrrricnn% urrat nnd Pnper Assn Winn (.4FPA) i.v /,corer/ el 1 / l I91h .Purer. NII', are NOn. 11'n1hi,,9" . DC 10035. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: lmclaugh Truss ID: L4C Drwq: BRG X -Loc REACT SIZE REQ'D TC 2x6 DFL #2 1 8- B-12 3507 5.50" 3.37" BC 2x4 DFL 01 2 41-11- 6 2085 HGR 2.22" WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based ONLY SLIDER 2x6 DFL #2 on the trues material at each bearing PLT BLK 2x6 DFL #2 BRG HANGER/CLIP NOTE Loaded for 10 PSF non -concurrent BCLL. 2 •HUS28 Continuous lateral bracing attached to Flat Support Connection(s)/Hanger(s) are TC as Indicated. Lumber must be structural not designed for horizontal loads. grade. Brace @ 24" o.c. unless noted. SEE SIMPSON CATALOG Left Overhang(s) are not to be removed. FOR ADDITIONAL INSTALLATION NOTES OVERHANG(S) MAY BE SHORTENED UP TO 3" MAX.1 Left Overhang Soffit loading - 0.0 psf TC FORCE AXI. BND CSI OL- 1 87 0.01 0.15 0.16 1-2 955 0.13 0.26 0.39 2-3 1348 0.18 0.26 0.43 3-4 1463 0.20 0.31 0.52 4-5 -1535 0.00 0.31 0.32 5-6 -2056 0.03 0.74 0.77 6-7 -2056 0.03 0.74 0.77 7-8 -2228 0.02 0.17 0.19 8-9 -2736 0.04 0.20 0.24 9-10 -250 0.00 0.12 0.12 BC FORCE AXL BND CSI 11-12 -705 0.00 0.15 0.15 12-13 -707 0.00 0.18 0.18 13-14 -1162 0.00 0.24 0.24 14-15 1174 0.06 0.24 0.30 15-16 1174 0.06 0.53 0.59 16-17 1841 0.13 0.53 0.66 17-18 2526 0.39 0.32 0.71 18-19 2317 0.37 0.13 0.49 19-20 2319 0.37 0.09 0.45 WEB FORCE CSI WEB FORCE CSI 2-12 -210 0.05 7-16 303 0.44 2-13 -592 0.25 7-17 350 0.15 4-13 -3090 0.94 8-17 -1321 0.48 4-14 2261 1.00 8-18 1150 0.49 5-14 -1409 0.74 9-18 -158 0.08 5-16 1563 0.69 9-19 161 0.07 6-16 -969 0.49 SLDRL -2802 0.63 Web bracing required at each location shown. ® See standard details (7)(01087001-001 rev1). Plating spec : ANSVTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607 Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. 151-1512-3-8 1 2 3 4 6 8 9 10 14-6-9 -7.00 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 15-0-15 29-8-9 HORIZONTAL REACTION(S) : support 1 343 lb support 2 343 Ib This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line - No , Exp Category = B Bldg Length - 90.00 ft, Bldg Width - 42.50 R Mean roof height = 13.76 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psf I 3-6 _ 57 9-4-3 S-6-6 4-14 3.5.4 10-3-9 10-10 SHIP 5-5 J 1-2-2 =0-6-104 5-0-0 1 Sd 5-6 3.5-10 5-6 2 4 B1 S=3.5-4 5-12 860 0 1 8 Q 31-6-0 1 1 8-7-2 42-1-2 11 12 13 14 15 16 2117 18 19 20 I 1-9-7 STUB MAX DEFLECTION (span) : U999 MEM 16-17 (LIVE) LC 19 L=-0.16" D=-0.19" T= -0.36" MAX DEFLECTION (cant): U999 MEM 11-12 (LIVE) LC 23 L= -0.07" D= -0.03" T= -0.10" - Joint Locations ==- 1 0.0-0 11 0-0-0 2 4-7-3 12 4-7-3 3 6-8-1 13 B-8-12 4 8-8-12 14 14- 9- 5 5 14-9-5 15 18-0-0 6 22-2-0 16 22-2-0 7 29-8-9 17 31-6-0 8 33-6-0 18 33-6-0 9 38-1-3 19 38-1-3 10 42-1-2 20 42.1-2 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/32" = 1 WARNING Read all notes on this sheet and give a copy Of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299Lo2 ®he TA;.rAr.,;Rni.r�rnninrr.,iennlnnilrrrnycnmpnnrnlnnllrn.r.r.�r,e,n. nhnrnrenn rrinn.rpr<r<nli„nrprn„i,e,l ,.Ihr<nmpmenl,nn ,<I"ren in --d-,withhe currrm veerinn.r n/rel nnAAr•P4 Aer;gn.rtnndnrdr, Nn rr.rpnn.anirro;.r nrrnmeA/.r Aimen.rmnnf n«u.nev. Dimrnrinnr rr if,,d by the crrnpnnrnl mnnufneturer nndlnr AuilAing designer prim Ind A.itnlinn. Thr huilAing Aerignr• mart arcrrinin Inns Ihr Inndr Chk• EC Dsgnr: MC Truss ID: L4C TC Live 40.00 psf TC Dead 12.00 psf BC Live 0.00 psf DurFecs L=1.15 P=1.15 Rep Mbr Bnd 1.15 O.C.Spaeing 2- 0.0 WESTERN WOOD ®FABRICATORS ulili:nl on This rlerign meet or -ceer/ the lnnAing ;mpntrd by the lora/ hv(Irling nide and the pnrticufnr npplicntion. Thr drrign ncrumer rhnt the rop chnrrl is fnlernfly hraeeA Av Ihr ran/nr /lone ,rheolhing nnA lhr hntlmn chord i..' Intern/h. hrneeAhyn rigiAshralhing m^ler;nl Airrcl/v nllnehed, unless ntherxi.rr nmed. Bracing shorn isJ r mlrrnl.rnppnrl nfnnnpnnenu mrrnhru only to rrAuee Aud'ling fenglh. TN.- p- shall nal he pl-d in nnv or^morn/ Ihnl will cnam the main content oflhe wood,,, a e,d 19% nnrt%m cnare connector plum corrosion. Fahricntr. hn dk. in,rml/ noel hrnee this reser in oeeorAnn<r wish the/nflnwing sr^nrinrdr: :/O/NT OFTAILC' h,•Tru.rr•nl, '.4ACClITPI l'. 'll7C..4 /' - 11'nnrl Truer Cnun<il rfA, a ie SlnnrinrdDerignRep nihilifi-'H.4NDLIA'GINSTALLINGANDBP4ClNGA1FTALPLATFCOA'NFCTFDII'OODTRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 - (HIB -9q nnd'HlB-9/ SUAIA4AR)'.rHFEP Av TP/. The Tears Plnn Inwimo- ?PU is IocnmAnr D'Onnfrh. Drize. AInrllvm, u';,rcnaNn 137/9. The American Furey and Paper A.c"tcintion (AFPA) it 1, c led nI // 11 191h Smerl. A'11'.Sl, 800, IFarhinglnn. DC 10036. TOTAL 62.00 psf Segn T6.5.41 - 0 Job Name: "mclau h Truss ID: L6 ' Drw : ERG X -IOC REACT SIZE REO•D TC 2x6 DFL 02 Web bracing required at each location shown. This design based on chord bracing applied 1 9- E-12 3507 5.50 3.37 •r BC 2x4 DFL #1 ® See standard details (7X01087001-001 revl). per the following schedule: 2 41-11- 6 2085 HGR 2.22 WEB 2x4 DFL STANDARD Plating spec : ANSUTPI -1995 max o.c. from to MENTS wn ERG REQUIREshoare based ONLY PLATE VALUES PER ICBG RESEARCH REPORT 01607. THIS DESIGN IS THE COMPOSITE RESULT OF TC 24.00" 15- 0-15 29- B- 9 on the trues material at each bearing Loaded for 10 PSF non -concurrent BCLL. MULTIPLE LOAD CASES. HORIZONTAL REACTION(S): ERG HANGER/CLIP NOTE Continuous lateral bracing attached to flat Drainage must be provided to avoid ponding. support 1 -343 Ib 2 -HUS2e TC as Indicated. Lumber must be structural PLATING BASED ON GREEN LUMBER VALUES. support 2 343 Ib Support Connection(s)/Hanger(s) are grade. Brace LID 24" o.c. unless noted. End verticals designed for axial loads only. This truss Is designed using the not designed 'for horizontal loads. Left Overhang(s) are not to be removed. Extensions above or below the truss profile UBC -97 Code. SEE SIMPSON CATALOG OVERHANG(S) MAY BE SHORTENED UP TO 3" MAX.1 (if any) require additional consideration' Bldg Enclosed = Yes, Importance Factor = 1.00 FOR ADDITIONAL INSTALLATION NOTES Left Overhang Soffit loading = 0.0 psi (by others) for horiz loads on the bldg. Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B TC FORCE AXL END CSI Bldg Length = 90.00 f% Bldg Width = 42.50 ft OL- 1 87 0.01 0.15 0.16 Mean roof height = 13.76 ft, mph = 80 1-2 955 0.13 0.26 0.39 UBC Standard Occupancy, Dead Load = 15.6 pat 2-3 1348 0.18 0.26 0.43 3-4 1463 0.20 0.31 0.52 4-5 -1536 0.00 0.31 0.32 5-6 -2055 0.03 0.74 0.77 6-7 -2055 0.03 0.74 0.77 7-8 -2209 0.02 0.18 0.20 8-9 -2508 0.03 0.27 0.30 MAX DEFLECTION (span): 9-10 -2353 0.02 0.23 0.25 U999 MEM 16-17 (LIVE) LC 19 BC FORCE AXI HND CSI L= -0.15" D= -0.18" T= -0.33" 11-12 -705 0.00 0.15 0.15 MAX DEFLECTION (cant) :0.2255 U999 MEM 11-12 (LIVE) LC 23 13-14 -1163 0.00 0.25 0 12-13 -707 0 .00 0.18 . L= -0.07" D= -0.03" T= -0.11" 14-15 1174 0.06 0.25 0.31 15-16 1174 0.06 0.52 0.58 Joint Locations 1 0-0-0 11 0-0.0 16-17 1846 0.13 0.52 0.65 2 4-7-3 12 4-7-3 17-18 2208 0.34 0.28 0.63 1 -1 1 - 3 6.8-1 13 8- 8-12 18-19 2021 0.32 0.15 0.47 1 2 3 4 6 8 9 10 4 8-8.12 14 14-9-5 19-20 -343 0.00 0.20 0.20 5 14-9-5 15 18-0-0 WEB FORCE CSI WEB FORCE CSI r7.00 14-6-9 7 29-8-9 17 31.6- 0 2-12 -210 0.05 7-17 417 0.18 8 32-5-0 1B 32-5-0 2-13 -592 0.25 8-17 -1131, 0.97 8-1 2.5.4 6-1 9 38-0-5 19 38-0-5 4-13 -3090 0.94 8-18 893 0.38 T -5 10 42-1- 2 20 42-1- 2 514 2262 1.00 9-18 -159 0.12 3 I - T 5-14 -1407 0.74 9-19 -622 0.14 5-16 1561 0.69 10-19 2103 0.90 5.7 6-16 -969 0.49 10-20 -2061 0.24 9-0 3 S 6-6 3.5-4 7-16 295 0.44 3.5-0 10-3-9 �,4-6 SHIP 5-5 J 14 _10 =0-6-10 1.5-4 4 B1 5 6 S=3.5-4 3.5-10 5-12 030 2-4 0-5-8 Qo�`�S HALING/tiF�9 B-6-0 6.00O AQ Lid 1(8A 31-6-0 I i 9-8-2�t 11 12 13 14 1542 1 216 0 11 T 8 19 20 2-9-7 STUB ATE CF 10/27/2006 All plates are 20 gauge Truswal Connectors unless preceded by ••MX•• for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S12991-02 ® This design it fv nn furl;eirlunl huilding ...nrponrnl nnl rruss.rvrrem. h hmr hero hnseAnn.apeei/ienli„n.r provided h.. rhe component manufnc urrr -ddoneinoeenrrinncewithth c,,rrn/•'e'rurrr,t TPlon,IAFPAArrig--d-d. A'nrespnns;hil;n�;sn.cvmerlfn' ;.nen.rinnnlnrrnrne„`Di,nr�rm- rr In hr .•eri�rAby rhe emnpnn nolo[/ nrl/nr Aui/ding drrignrr prior In fnhri[n/inn. Jhr huilding drrigne usl n.rerrinin Ihnl /he Inndr Chk: EC Dsgnr: MC Truss ID" LS WESTERN WOOD ® FABRICATORS urili:rd nn Ihir Aexign meet nr esererl /he loud;ng ;mp.red by rhe Inenl huilAing ends and rhe pnrr;eulnr npplienr^//` The rlerign nsrurner Ihnl the lop ehnrd it In -ill , h--1 h,• rhe rm Jnr fluor ,rhrn/hing and the h,,- chord it M -./i" hrneed hu a rig;d .rhrn/hing m lnl dieted, nImchrd. unless n/hemi- mad. muting.run.nLr/rinlrrnl.rnppnrtrfemnponentrmnnheet-(.,r, ed- hudlingleng M. Thi.rmmpnnml.rhnllnmArpincrdinnnv •.romn..I Am will enure /he molsmre cunrrnl afrhe .•nod m esceed /9% noel/., enure connecmr plmr corrosion. Fehrienm, hnndle, imunB and hence/his reser in -lance n•irh rhefnBnndng ,v -i -le V01AIT DETAILChu Tncorn/.14AWPTPI I','If TCA V. IF -d Truu Council n/America 51-1,trd Design Rnpnn.r;nifne... 'HANOLING JAWTALL/NG AND BRACING AIETAL PLATE CONNECTED WOOD TRI n. SFV TC Live 40.00 psf TC Dead 12.00 psf BC Live 0.00 psi BC Dead 10.00 psf DurFaes L=1.15 P=1.15 Rep MbrBnd 1.15 O.C.Spaeing 2-0-0 Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 - (HIB -91) -d *111B-91 SIA 1A I' SHEET hr TPI. The Truss Plnm 1-6-, (TPI) is lnenmd nl D'Onnfriu Dri,•e. Alndi.mn. 117.mnn.rin 53719. The Amrricnn F„rerl nnrl P,,p- Asrocit,6- L4FP41 is hx-d nr 1111 /91h Serer/, N IV...Sm 800. W-hingrnn. DC 20036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: jmclaugh Truss ID: L7 Drwin- BAG X -LOC REACT SIZE REQ'D TC 2X6 DFL #2 1 9- 9-12 3245 5.50" 3.46•' 2x4 DFL 2100F-1.BE 6.7 2 37- 3- 4 2363 5.50'• 2.52" BC 2x4 DFL #1 3 42- 5- 4 510 5.50" 1.50" 2x4 DFL STANDARD 20-9 BRG REQUIREMENTS sho.m are based ONLY WEB 2x4 DFL STANDARD on the trues material at each bearing WEDGE 2x4 DFL #1 TC Live 40.00 DurFaes L=1.15 P=1.15 Lumber shear allowables are per NDS. TC FORCE AXL BND CSI Mark all Interior bearing locations. OL- 1 87 0.01 0.15 0.16 Drainage must be provided to avoid ponding. 1-2 961 0.13 0.26 0.39 Shim bearings (If needed) for req. support. 2-3 1370 0.18 0.26 0.44 PLATING BASED ON GREEN LUMBER VALUES. 3-4 1486 0.21 0.27 0.48 i * i ♦ 4' 44+1 F........+.+♦ 4-5 -1528 0.00 0.27 0.28 OVERHANG(S) MAY BE SHORTENED UP TO 3" MAX.1 5-6 -2417 0.05 0.91 0.97 Overhang Soffit loading = 0.0 pat 6-7 -1900 0.04 0.91 0.95 .+•++++.a..a..... .a. a. 7-8 -905 0.00 0.16 0.17 8-9 485 0.04 0.19 0.23 9-10 521 0.07 0.19 0.26 10-11 377 0.00 0.19 0.19 11 -OR 87 0.01 0.15 0.16 BC FORCE AXL BND CSI 12-13 -708 0.00 0.15 0.15 13-14 -711 0.00 0.15 0.15 14-15 -1335 0.00 0.17 0.17 15-16 1413 0.19 0.10 0.29 16-17 2323 0.34 0.07 0.41 17-18 1054 0.16 0.09 0.25 18-19 1020 0.16 0.09 0.25 19-20 -23 0.00 0.14 0.14 20-21 -2336 0.27 0.00 0.27 21-22 -331 0.00 0.11 0.11 WEB FORCE CSI WEB FORCE CSI 21-9 -437 0.14 6-17 -1282 0.96 2-13 -211 0.05 7-17 1286 0.50 2-14 -608 0.26 7-18 -296 0.16 4-14 -2339 0.90 7-19 -855 0.54 4-15 1752 0.77 8-19 686 0.28 T 5-15 -1515 0.95 8-21 -1882 0.64 5-16 1608 0.69 19-21 774 0.32 6-16 459 0.24 10-21 -262 0.06 9-4-3 1 5-5 =0.6-10 ®Web bracing required at each location shown. See standard details (TX01 087001 -001 revl). Plating spec : ANSVTPI - 1996 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607 Loaded for 10 PSF non -concurrent BCLL. Heel plates analyzed for eccentricity. Install Interior support(s) before erection. Continuous lateral bracing attached to flat TC as Indicated. Lumber must be structural grade. Brace @ 24" o.c. unless noted. 15-0-15 1 2 3 4 5 6 14-6-9 6 3-4 6-1 4-6 S=6-6 3-5 6 4-5 4-0-14 3- 1.6-4 1 6.5 MX/ -8 B1 8.6-0 5.00 I1-6.00 13-4-6 7 8 9 1011 I 0 3-8 2.5-4 l 2.6-4 10-3.9 R4-4 I SHIP 1-0 10-0 3-7 3 -8 3.54 B2 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 15.0-15 29-8-9 UPLIFT REACTION(S): Support 3 -106 lb HORIZONTAL REACTION(S): support 1 -378 lb support 3 .378 lb This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factoi = 1.00 Truss Location End Zone Hurricane/Ocean Line - No, Exp Category - B Bldg Length - 90.00 it, Bldg Width = 43.17 It Mean roof height - 14.76 ft, mph - 80 UBC Standard Occupancy, Dead Load - 15.6 psi 1 r8-01 8-11-8 i 9-9-4I I 5-8-0 1 i$.A 43-2-0 112 13 14 99is 16 17 18 90019 201 22 MAX DEFLECTION (span) : L/999 MEM 16.17 (LIVE) LC 45 L--0.12" D--0.06" T--0.17" MAX DEFLECTION (cant) : L1961 MEM 12.13 (LIVE) LC 45 L= 0.11" D=-0.01" T- 0.10" --= Joint Locations 1 0-0-0 12 0.0-0 2 4- 7.11 13 4.7-11 3 6.8. 1 14 8-11.8 4 8.9.12 15 13-10.2 5 16-2-0 16 18- 8.12 6 22-5-5 17 23.7-6 7 29.8-9 18 28-6.0 8 33-7-5 19 33-7.5 9 37-4-4 20 37.4.4 10 40-2-14 21 37.4.4 11 43.2.0 22 43-2.0 OVER 3 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. 10/24/2006 Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: •EJ. JOB#: S1299 Ther d,sign is fi, as Indiei,mnl huddiag a",.,pnaent a"I n"..:. x".etn,r. lI has heen bored „n.,peei/enn„n., Pn eid'd he Ins n„nP"nea, ,aaa"f emrcr Chk' EC ® nnd,h,nr;nnernrdnner•,ilnlhre„rrenl„rr.,h,nr,yrPlnndAmAde.,;�n.,rnndnrd.,. Nn re,pan.,;airs,i.,n.,:,,,rnedfrr,h,nrn.,;,,nn/neenrn�e. Di,nen.a"n. Truss ID: L7 a. he ee'lfird ev the n,n,P"neat aranr / nnrer nn,u,r n„demg Ilexrgnrr Pr;,.r I„ nr;enl;"n. rhe hudding deiga...Than arse"aia that the I"ad, atin:rd Dsgnr: MC WESTERN WOOD this" nn rhi.c Jeeign unrr nr ererrd the loading imPu.ceAby rhe Ine�l nu;ldirrg code nnd Ihr Pnnindnr nPplienr;un. Thr design ncxume.c Ihr" the rap chant TC Live 40.00 DurFaes L=1.15 P=1.15 is lnhrn"a by the rue for Jln,rr .ahrnthinp nnd the hallnrn eh„rd is lnlernlly hrnerd he a rigid xhealhing rrraterial dimeth• a"nehed. un/res r'henris, psf nutrd. Rrncing.rhlrn•n ie f,r /.meal'.Pp"rt fe"mpnnentx Inenlhe "niv I" reduce h" ATing leaglh. Thi., nrnrp"neatshnR a,,, he placed is any TC Dead 12.00 psf Rep Mbr 8nd 1.15 ®FABRICATORS einm earinat will cause the r ,canes amtent r!rh. wood Ire ereeerl /9M -14'r crease c"nncanr plum currn.aron. Fnhricme. handle. in.nnR ,ad hraee this Iru.cr in " ,rdaacr Wth the fdln�.iag x,nndnrdr: :/DINT DETVLS" by T- al. l4NS/?P/ /'. 'n•TC:1 V. II'nnA r-,, Council BC Live 0.00 psf O.C.Spaeing 2- 0. 0 ,fAarerie. Sl.adord Deign Rexp"n,rihNitiec 'HANDL/NG IN.t'TALLING AND RIUCLNG WE7:4E PLATE CIAVA'Er'TED WOOD TRu.CCEC BC Dead 10.00 psf Design Spec UBC -97 1700 RIEGO ROAD, ELVERTA, CA 95626 - rHIR-91l nnd'HIR-9/ S(/A'IAl.4RI'.t'llEE7-hv TPI. The Truss Plme lastitum (TPI) is located al D'Onrfn DrA,e. A/nduaa. IPicmnsin 337/9. The Arnericaa F,,,-, aad l'aper:1ria1i"a l.417P.4l is howled ni IM 1 Stn .$m[el. ,Vn: ste 800. ll-axhiagt"a. DC ?0034. TOTAL 62.00 psf Segn T6.5.41 - 0 Job Name: 'mclau h Truss ID: L8 Drwc3: BRG x -LOC REACT SIZEREQ'D TC 2x6 DFL 02 1 0- 1-12 553 3.50" 1-10 " 2x4 DFL 2100F -1.8E 5-7 2 B- B-12 3117 5.50"3.32" BC 2X4 DFL 01 3 36- B-12 1552 3.50" 1.66" WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based ONLY Lumber shear allowables are per NDS. on' the trues material at each bearing Loaded for 10 PSF non -concurrent BCLL. -2268 0.99 7-16 Install Interior support(s) before erection. TC FORCE AXL BND CSI Continuous lateral bracing attached to flat 1-2 924 0.10 0.25 0.35 TC as indicated. Lumber must be structural 2-3 1149 0.15 0.25 0.40 grade. Brace @ 24" o.c. unless noted. 3-4 1271 0.18 0.27 0.45 4-5 -674 0.00 0.27 0.27 5-6 -1615 0.03 0.93 0.96 6-7 -1488 0.03 0.93 0.96 7-8 -1164 0.01 0.20 0.21 B-9 -795 0.00 0.11 0.11 BC FORCE AXL BND CSI 10-11 -752 0.00 0.14 0.14 11-12 -755 0.00 0.15 0.15. 12-13 -1120 0.00 0.17 0.17 13-14 646 0.04 0.17 0.20 14-15 1801 0.29 0.07 0.36 15-16 898 0.14 0.09 0.23 16-17 643 0.05 0.14 0.19 17-18 267 0.00 0.13 0.13 WEB FORCE CSI WEB FORCE CSI 2-11 137 0.06 6-15 -887 0.67 2-12 -595 0.25 7-15 919 0.41 4-12 -2268 0.99 7-16 -670 0.36 4-13 1686 0.74 8-16 524 0.23 5-13 -1454 0.46 8-17 -914 0.70 5-14 1474 0.65 9-17 1181 0.52 6-14 132 0.05 9-18 -1529 0.62 9�-3 =0.6.10 B1 Web bracing required at each location shown. ® See standard details (TX01087001-001 revl). Plating spec : ANSIrrPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Mark all Interior bearing locations. Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (If any) require additional consideration (by others) for horiz. loads on the bldg. This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 15.0.15 29.8-9 UPLIFT REACTION(S) : Support 1 -147 lb HORIZONTAL REACTION(S) : support 1 -267 lb support 3 267 ib This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category - B Bldg Length = 90.00 ft, Bldg Width = 43.17 ft Mean roof height - 14.76 ft, mph - 80 UBC Standard Occupancy, Dead Load = 15.6 psf 15-0.15 7-0.14 2 3 4 5 6 7 8 9 7. 0 14 6-g -7. 0 4-b T10-3.9 SHIP 5-2-10 1 B3 1r8-0 I 8-11-8 I I 9-9-4 I 44.4 36-104 8 4 8 10 11 12 13 14 15 16 17 18 6-3-8 STUB MAX DEFLECTION (span) : L/999 MEM 14-15 (LIVE) LC 17 L= -0.08" D= -0.05" T= -0.14" ==== Joint Locations =-- 1 0-0-0 10 0-0-0 2 4-7-11 11 4-7-11 3 6-6-1 12 B-11-8 4 B-9-12 13 13-10-2 5 15-2-0 14 18.8-12 622-5-5 15 23-7.6 7 29-8-9 16 28-6-0 8 33-7-5 17 33-7.5 9 36-10-8 18 36-10-8 oF,SSIONA F\ HAC` 1 OVER 3 SUPPORTS 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truawal software, unless noted. Scale: 1/8rr = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ThisdC.rix.ufir,ran;ndreiinnl budding l,hasheenhn.rednn.,.peeficalwas p-Nded he rhe[ nn,pnnenl n+nn+,[Inrer Chk• EC ® nddoor;n ne nrdnnr•r vicecurn ,�fT/'l nnA:IF/':I rlerign.rrnndnrde. Nn reepnn..ingiry is nrnuneJ,/nr diru[n maalneeurnn,. Dinrensinn.r ilh rhrrnr Truss ID: L8 cI +near m he rriRred by he nnpnn nu/ne nA/nr hnildinA ArriFner psi it In fnhrienlir+n. The huilding de.sigarr must ascertain that the land, �'°i-erl Dsgnr: MC WESTERN WOOD nn ,h;.r r1r.r gn +asst nr [sed rhe /and ng nu p,+seri he the heal hailding Bade and the parli-lar applieanna. The resign asrmnes char then'p [h"r'i is InMrnlly braced by be ren for.fl and the hnmm� ehnrrl i.s /naso//v hrnttn! by Jirecdv TC Live 40.00 psf DurFaes L=1.15 P=1.15 .sheathing n rigid .sheathing material nnnehrrl, unless,"he-ise n.sen.RraeingLel,,lat-al.ruppnn!fcamp-vafsrnnnheeranlva+reducehu[klinglength.Thise"mpunealshalln^,heplacedinanv TC Dead 12.00 psf Rep MbrBnd 1.15 ® FABRICATORS den 'rhnl that sill cause rhe rm+is-, Gmram n/lhe naud n+ CI[eed /996 nml/nr cause - arcs- plate -ensi"n. Fabricate. handle. install BC and hr^ee This Inr.rs in ne[ard^ner "•llh Mr f dla+eing .unndnnls:• VOIA'T DFTA11.3' by Tranvnl, 'AV.VIiTP1 I'. 'II•TC.4 V - IV ^ W Trus., Caused Live 0.00 psf O.C.Spaeing 2-0-0 q(America S-dard Design R-pm.sihillder, 'HANDLING INSTALLING AND RR40W', hl6TAL PLATE CONVECTED II'OOD TRO3gFV' BC Dead 10.00 psf Design Spec UBC. -97 - 3700 RIEGO ROAD, ELVERTA, CA 96626 . (H1R.91) n^rl'HIR-91 SIlAIAI:IR)'SHFFT' by TPI. Thr Tran Plate Insfi-e (TPI) I., Incased m D'Onr f f ,Drive. A/ndAtm. II'is-sin 33719. The American F -est and Paper.lss-tali- lAFC41 is fin aged a, / l / l /9lh .Greet NII(.Ge 800, llashiagn, DC 2006. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: jmclaugh Truss ID: L9 Drwa: BRG x -LOC REACT SIZE REQ 'D TC 2x6 DFL #2 1 8- 2-11 1:06 4.00" 1.93" 2x4 DFL #1 2-5 2 37- 0- 4 1:05 4.00^ 1.93" BC 2x4 DFL #1 BRG REQUIREMENTS shown are based ONLY 2x4 DFL STANDARD 11-4 or the trues material at each bearing WEB 2x4 DFL STANDARD nnnehed. unlerc an-1.11aeiagshrr en 0frrrlateral .,appall rfmurpnnen,.r arunheer nn/nm,,dole buckling hngrh. Thisenrnp mem.rhollnm Ae pineeA in unv TC Dead 12.00 psf Lumber shear allowables are per NDS. TC FORCE AXL BND CSI Drainage must be provided to avoid ponding. 1-2 -1434 0.02 0.78 0.80 PLATING BASED ON GREEN LUMBER VALUES. 2-3 -1385 0.04 0.81 0.85 End verticals designed for axial loads only. 3-4 -1216 0.03 0.81 0.84 Extensions above or below the truss profile 4-5 -1219 0.03 0.35 0.38 (If any) require additional consideration 5-6 -933 0.00 0.32 0.32 (by others) for horiz. loads on the bldg. BC FORCE AXL BM CSI 7-9 178 0.00 0.41 0.41 8-9 1113 0.09 0.41 0.50 9-10 1113 0.09 0.31 0.39 10-11 20 0.00 0.31 0.31 11-12 95 0.02 0.10 0.12 12-13 854 0.14 0.08 0.22 13-14 178 0.00 0.14 0.14 WEB FORCE CSI WEB FORCE CSI 12-4 -450 0.15 3-12 -312 0.24 1-7 -1745 0.71 10-12 1392 0.61 1-8 1295 0.57 5-12 1078 0.48 2-8 -558 0.37 5-13 -1016 0.56 2-10 467 0.27 6-13 1305 0.58 3-10 -461 0.30 6-14 -1777 0.98 8-8-13 1 2 Web bracing required at each location shown. ® See standard details (TX01 087001 .001 revi). Plating spec : ANSIlTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Loaded for 10 PSF non -concurrent BCLL. Continuous lateral bracing attached to flat TC as indicated. Lumber must be structural grade. Brace @ 24" o.c. unless noted. 5-8-1 3 4 5 6 7.0 14-6-9 -7.0 6-6 B1 .� tsd 2-4 5.7 1.6-4 1.6-4 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 18. 9- 8 31. 6- 2 HORIZONTAL REACTION(S): support 1 •177 Ib support 2 177 lb This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category - B Bldg Length - 90.00 ft, Bldg Width - 33.08 ft Mean roof height - 14.26 ft, mph - 80 UBC Standard Occupancy, Dead Load = 15.6 psi MAX DEFLECTION (span) : U999 MEM 7.8 (LIVE) LC 15 L= -0.08" D-0.08" T=.0.16" _= Joint Locations 1 0- 0- 0 8 7- b•16 2 8. 9.14 9 13- 7.14 3 14.11-14 10 14.11-14 4 21.0-2 11 21-0.2 5 23-4-7 12 21-0-2 6 29.1.9 13 25.4.14 7 0-0-0 14 29.1.9 4-5 10.4-3 SHIP 6-0-7MAL Fiy HAQ w i 11-0-0 m owka- 311 __'k' � 7 28-1-9 7-11-11 8-0-11 7 8 9 10 112 13 14 9-4-14 STUB STUB All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted 10/24/2006 Scale: 5/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ®nd Thisdo,r;Fnisfi,,naiad;vidualbuildiax."upnnrnrnurrru.rr.cvrreru. 11has heenhn.cednn..peeirrnr;,rn.rprn,•;kloethe.....mnen,nm-f-m-, in the AFP:I Design N,. Chk: EC Truss ID: L9 ,brae neeordnnee u•Ith eurrcnl yerrinn,v ofTPl nnrf smnrinrdr, rc.rpnn.rihili(y;s ncrurrrerl fnr dinren.rinnnl neeurnev. Dirnensinn.r nrc m he verifier) kv rhr crurprrnent manyfnemrer aadmr huildmg dner esigprier ur fnM1rienlinn. The M1uilding derigne must ascertain that the loads Dsgnr: C M TC Live 40.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD tili.ed on tM1i.r Arrign ,tree, ur xeeeil rhe ImmIM)l imp .err/ by rhr hicnl huilAing wide nnJ rhe parNnrinr appl;cntion. The Je.rixn nccumer that rhr mp churl is laterally h-ced by the rvu fu lar r Armhiag and the hnrrnm chord i.r Imrrnlly hrneeJ Ay n rigid ahemhing rnmerinl dircaly nrheneirr nnnehed. unlerc an-1.11aeiagshrr en 0frrrlateral .,appall rfmurpnnen,.r arunheer nn/nm,,dole buckling hngrh. Thisenrnp mem.rhollnm Ae pineeA in unv TC Dead 12.00 psf Rep Mbr Bnd 1.15 FABRICATORS vinm mm, that ,.ill snare the ....I -re srnrrnr nfrhe u to, exceed IV% and/or enure c-acc u, plan mr-shm. Fahrienre. handle. ;earn// and hrnee his rto- is a--lonnee u*h rhe fi,II, ving,rramlardr: :!DINT DETAILS' by Trur,rol. 'ANSI/fPl l'. '117CA P - 11'orrd Tru.cr Council BC Live 0.00 pef O,C.Spacing 2-0-0 ,fA eri-Sia dnrd Design Re.q,on.rlhililies.'HANDLIND INS7.4/.1`ING AND BRACING %IF.TAI.PI«4TE CI)AWFCTED WOOD TRUSSES' BC Dead 10.00 psf Design Spee UBC -97 . 3700 RIEGO ROAD, ELVERTA, CA 95626 . (III: -VI) aml'HIO-Vl SUhfAI.4R1'.1;IIEF.I' by TPI. The Truss Plate /a.anmr frnD is /near,/a, D'Omol in Drme, Afadix,m, n'Irrnnrm 53719. ' The American rarest and Pap- ss-inrion (AFP.4) is located at Ill 119th Strew. NR', .Sir 800. 11'ashiagum. DC 20036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: "mclau h Truss ID: N1 Drw : BRC x -LOC REACT SIZE REQ'D TC 2x6 DFL #2 Plating spec : ANSVTPI -1995 This truss is designed using the 1 0- 1-12 43983.50" 2.34" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. 2 28- 5-12 6693 3.50" 3, 19" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yea, importance Factor - 1.00 SRG REQUIREMENTS eh_ are based ONLY 2x4 DFL #1 1-10,14-7 PLATE VALUES PER ICBO RESEARCH REPORT #1607. Truss Location = End Zone of! -non-concurrentthe trues material at each bearing Drainage must be provided to avoid ponding. Loaded for 10 PSF non -concurrent BCLL. Hurricane/Ocean Line - No, Exp Category - B PLATING BASED ON GREEN LUMBER VALUES. Permanent bracing Is required (by others) to Bldg Length - 90.00 ft, Bldg Width - 36.12 ft TC FORCE AXL BND CSI End verticals designed for axial loads only. prevent rotation/toppling. See BCSI 1-03 Mean roof height = 11.49 ft, mph = 80 1-2 -5028 0.04 0.64 0.68 Extensions above or below the truss profile and ANSIrrPI 1. UBC Standard Occupancy, Dead Load = 15.6 psf 2-3 -6797 0.06 0.57 0.62 (If any) require additional consideration 2-PLYI Nail w/10d BOX, staggered (per NDS) LOAD CASE #1 DESIGN LOADS 3-4 -6645 0.06 0.27 0.33 (by others) for horiz, loads on the bldg. In: TC- 2 BC- 2 WEBS. 2 "PER FOOTI"' Dir L.Plf L.Loc R.Pif R.Loc LLITL 4-5 -6645 0.04 0.33 0.37 3700 RIEGO ROAD, ELVERTA, CA 96628 TC Vert 260.00 0-0-0 260.00 35.1-8 0.69 5-6 -6645 0.05 0.34 0.39 BC Vert 50.00 0. 0.0 50.00 35-1.8 0.39 6-7 -4231 0.01 0.70 0.72 TOTAL 62.00 psf Seqn T6.5.41 - 0 7-8 1309 0.09 0.70 0.79 BC FORCE AXL BND CSI - 9-10 0 0.00 0.20 0.20 10-11 5207 0.42'0.19 0.61 11-12 6856 0.55 0,13 0.68 12-13 4405 0.34 0.13 0.47 13-14 4405 0.34 0.11 0.45 14-15 -1238 0.00 0.28 0.28 MAX DEFLECTION (span): 15-16 0 0.00 0.28 0.28 L1999 MEM 11-12 (LIVE) LC 23 L= -0.17" D= -0.09" T- -0.26" WEB FORCE CSI WEB FORCE CSI MAX DEFLECTION (cant) : 1-9 -4258 0.31 6-12 3289 0.73 L/563 MEM 15-16 (LIVE) LC 23 1-10 6128 0.49 6-14 -3356 0.24 L= 0.14" D= -0.02" T- 0.12" 2-10 -3172 0.23 7-14 5560 0.45 2-11 2093 0.45 7-15 -5479 0.40 -_= Joint Locations 3-11 -1106 0.08 8-15 -1585 0.23 1 9 0. 0.0 3-12 -576 0.07 B-16 138 0.03 2 6-7.1 6--7-7-12 5-12 -1433 0.10 -110 3 122-- 0 0-14 11 12.0-14 4 16-0-0 12 17-6-15 1 2 3 4 5 6 5 17.5-16 13 19.1-8 7 8 2•PLYS 6 22.11-14 14 22-11.14 7 28-5-12 15 28.5-12 REQUIRED 6 35-1- a 16 35-1.8 2.4 4-10 3.5-4 3.4 S-6-6 4-5 5-7 R2.6-4 T 4-9-12 T 2.6 B1 36-1-8 9 10 11 12 13 14 16 16 T 4-9-12 T 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/8" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 TMt de.,ign it f,r an indhddun/huilding enrnpnncnr nor rrarr.parrur. ft hnr been hatedan spceifrenriaarprovidedbyrhe earnpanenr rrraa I starer dant in Chk• EC Truss I D: N 1 ®a,, „d acearrtan-,rirh rhe current vecrlans q/TPI andAFPAdcign.rra dr dt. Nn rar/nmrihfli(v it acrumrd firr dimenrinnal aceuroev. Dinreasion.r,, Dsgnr: MC'dived bebyrhe emnnnepnr mnn,rfnenrrrr nnd:rrr huilding Aerignrr prior n,/nhrientinn. The-builcling desfgncr nru,cl areerinin that rhe lrrndr TC Live 40.00 psf DurFaea L=1.16 P=1.16 WESTERN WOOD an rhir drrign """ nr seed rhe landing fnrpased by rhe lacal huilding rode and rhe parrieular npplicalian. The Arrign aecumet Ihnl rhe top chord k Imrrnlly bracedu r bhe r,., Jnr //m r sheathing and the hall a chard is braced by a rigid.ehenihing material direelly attached. un/e.cr alhemise red. srnciagsh...,•airf,rrnn•rnl.r„pp„rrrfr,,,,, Pan- n,er„herr,rai"brrennrenarARnglengm. This ra,apancnrthnunmhcplaccdianrry TC Dead 12.00 psf Rep MbrBnd 1.00 ®FABRICATORS mra,r,mml that aRl cans, me,naf.,,nre rnmenr /rhe ..,.ml ra erased /yvs natant rn,,,e rnnnermr pin a rarra.ri, n, Fahrieme, handle. in.anR BC Live 0.00 psf O.C.Spacing 2. 0- 0 anti hrntr rhir rru.cr in nccarrinntr n•irh mr,(,Ih,u•ing a..dnrd, :JOINT DETAILS' by Tru.tiral. 'ANS/Irl'I 1'. 'IITCA P- II'and Tract Cu..cil ,!fA,a i_S,andnrd D-iga R,.,l n.sihilitic.v.RR•IC1rVG A/£kIL PLATE CONNFCTED WOOD TRUSSES•' BC Dead 10.00 psf Design Spee UBC -97 3700 RIEGO ROAD, ELVERTA, CA 96628 . pllR-4/1 nml 'll/0-Ul S(/A /hDIR I'S//fLT Av TPI. The Tru.rr Plum ln.airmr ?Pll it lnentrd nr D'Onu/ria Drive. Alndisun. 117.renarin JJ719. Tne American tsars.., an,uarper A.cn rrtauan I:IFP: a i.r named m u! l lam .cheer, ,wp, .ete.vnn. u'armagnm. Oc nnJ4. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: 'mclau h Truss ID: N2 Drw : BRG x -LOC REACT SIZEREQ TC 2x4 DFL Ni Web bracing required at each location shown. This truss Is designed using the 1 0- 1-12 2179 3.50" 2.32" BC 2x4 DFL #1 ® See standard details (7X01087001-001 revi). UBC -97 Code. 2 34-11-12 217e 3.50" 2.32" WEB 2x4 DFL STANDARD Plating spec : ANSVTPI - 1995 Bldg Enclosed = Yes, Importance Factor - 1.00 BRG REQUIREMENTS shove are based ONLY 2x4 DFL 01 1.10,16-8 THIS DESIGN IS THE COMPOSITE RESULT OF Truss Location = End Zone on the truss material at each bearing Lumber shear allowables are per NDS. MULTIPLE LOAD CASES. Hurricane/Ocean Line - No , Exp Category - B Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Bldg Length - 90.00 ft, Bldg Width = 35.12 ft TC FORCE AXI. BND CSI PLATING BASED ON GREEN LUMBER VALUES. Drainage must be provided to avoid ponding. Mean roof height = 12.32 ft, mph = 80 1-2 -1723 0.03 0.73 0.76 End verticals designed for axial loads only. - UBC Standard Occupancy, Dead Load = 15.6 psf 2-3 -2730 0.07 0.73 0.80 Extensions above or below the truss profile O.C.Spaeing 2. 0. 0 3-4 -3092 0.09 0.51 0.60 (if any) require additional consideration 4-5 -3092 0.09 0.55 0.64 (by others) for horiz. loads on the bldg. nnd �:nnermn.vtnndnrJD-ignRepen.,'ihiliti.'11ANDLINGhvSTALihvGANDBRACING n1ET4L PLA TECONNECrEDur)DDrRUSSES' 5-6 -3092 0.09 0.55 0.64 Design Spec UBC -97 - 6-7 -2730 0.07 0.73 0.80 7-8 -1723 0.03 0.73 0.76 rhe:In,rricanl:,rr.uan111•nprr:La:,„c;miln(rA.1),'hreraedatlnll9th.Wrcer,,wv,.ere802s'a.,'hingtnn.DC20036. TOTAL 62.00 psf BC FORCE AXL BIRD CSI 9-10 0 0.00 0.24 0.24 10-11 1779 0.29 0.12 0.41 11-12 2760 0.45 0.09 0.54 12-13 2760 0.45 0.09 0.54 13-14 2760 0.45 0.09 0.54 14-15 1779 0.29 0.12 0.41 MAX DEFLECTION (span): 15-16 0 0.00 0.24 0.24 L/999 MEM 12-13 (LIVE) LC 1 L= -0.19" D-0.11" T= -0.30" WEB FORCE. CSI WEB FORCE CSI 1-9 -2128 0.69 6-12 490 0.22 ___ 0- Joint Locations =__= 1-10 2542 0.42 6-14 -936 0.63 1 9 0.0.0 2-10 -1741 0.50 7-14 1416 0.63 6 2 5-11.7 10 5-11.7 -11. 2-11 1416 0.63 7-15 -1741 0.50 3 11.9-1 11 11-9-1 3-11 -936 0.63 8-15 2542 0.42 4 16-0-0 12 17- 6-12 3-12 490 0.22 9-16 -2126 0.69 6 17-4.7 5-12 -601 0.40 8 23.4.7 14 23.4. 7 4 3.4.7 1 2 3 4 5 6 7 8 7 29-2-1 15 29-2.1 8 35.1-8 16 35.1-8 T 6-5-12 1 S=3.5-4 i\L i FAA I FAAF, P4Ar 2.5-4 B1 9 10 11 T 6-5-12 1 2.5� s=a-s -1 B2 12 13 14 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by'rMXrr for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/8" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: 51299 ® Thi.v de.vign it /„r nn int/fiJrlunl h,41'Imy! n .... Mt. -1 rn,.rr.ruvrern. /r has bee. hn..n/ „n .rprci(cnrinn.v praviderl he be a„n,pn,`ent n,nnufacrurce din is Chk• EC Truss I D N 2 nd 1nr. nardanee u•ilh the n,rnnr versions n(TI'! nnrl.al7':I rleci9n .tenor/nrA.v.:Vn n•.ep„n.cihiRn• rev., va.cd fi rli,nen..h-1 a c -,:v Dw,enslnns ee Dsgnr: MC • he rr In ec,;fcd by the c, -1 rn-.1-1.rer nndh,r huil.Rn9 Ar.,'igner prior t1,/nhriendnn. The h,d/Jing designer sonar a..'eerrnin rhar the h,nrir ntili:ed TC Live 40.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD In this drrign ,"'e, "r exceed the 11.11i,`9 in,p-d by rhe ileal huilding -de and the panieulnr nppliear;nn. The Jeaign nvrurnev rhm rhe rep chard is In e -14e hrnced he rhe -,!f-fl h-hi.g and be hmrrnn chard is larrrnln• hrnecd by a rigid Aearhing ,-lean/ nireer(v attached. anle,s.-rhe--ae nl-1. Hating A -en Lf,, Inmrn/.arppnrl, fcnrup,mrnrr nmrnhenv „n/v w reduce hackling length. This cnn,p--A,11-1 be placed m lav TC Dead 12.00 psf Rep Mbr Bnd 1.15 ® FABRICATORS e;rnntnem mm ,vi1l c -c rhea..ip-e elmenr !f1h. nwrrd ru exceed /9M an11err carie -,,eemr pMre enr-A- Fahriear, h- le, M-11 BC Live 0.00 psf O.C.Spaeing 2. 0. 0 ern r Ihi.r rr,...a n un/nn c ,are the fdluu•ing .,' nrinrrla: :/OlA'T UEl:aIGS' by Tru.,,vnl. 'dNSLTP! l', '117CA l' - Ihirnd T --Council nnd �:nnermn.vtnndnrJD-ignRepen.,'ihiliti.'11ANDLINGhvSTALihvGANDBRACING n1ET4L PLA TECONNECrEDur)DDrRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95628 -!IIB-911 nnd'lllR-v/.Y(ht /J l.•IRI'.SHEET'byT!'1. Thr Tru.cvl9nrr ln.arlrure(rPIJ La lurnreJ rn D'Onnfriu Drlvr,b/ndi,av,n, ll';.eeun.a'in .1)719. rhe:In,rricanl:,rr.uan111•nprr:La:,„c;miln(rA.1),'hreraedatlnll9th.Wrcer,,wv,.ere802s'a.,'hingtnn.DC20036. TOTAL 62.00 psf SegnT6.5.41- 0 Job Name: 'mclau h Truss ID: N3 Drw : BRO x -LOC REACT sits REQ'D TC 2x4 DFL 01 Web bracing required at each location shown. This truss Is designed using the 1 0- 1-12 2178 3.50.. 2.32" ec 2x4 DFL ill ® See standard details (7X01087001-001 revl). UBC -97 Code. 2 34-11-12 217e 3.50" 2.32" WEB 2x4 DFL STANDARD Plating spec : ANSVTPI - 1995 Bldg Enclosed = Yes, Importance Factor = 1.00 BRG REQUIREMENTS shown are based ONLY 2x4 DFL #1 1-10,15.8 THIS DESIGN IS THE COMPOSITE RESULT OF Truss Location = End Zone on the trues material at each bearing Lumber shear allowables are per NDS. MULTIPLE LOAD CASES. Hurricane/Ocean Line - No -,'Exp Category = B Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Bldg Length = 90.00 ft, Bldg Width - 35.12 ft TC FORCE AXL BND CSI PLATING BASED ON GREEN LUMBER VALUES. Drainage must be provided to avoid ponding. Mean roof height = 13.16 ft, mph = 80 1-2 -1360 0.02 0.73 0.75 End verticals designed for axial loads only. UBC Standard Occupancy, Dead Load = 15.6 psi 2-3 -2153 0.04 0.73 0.77 Extensions above or below the truss profile 3-4 -2436 0.06 0.51 0.57 (if any) require additional consideration BC Dead 10.00 psf 4-5 -2436 0.06 0.55 0.61 (by others) for horiz. loads on the bldg. . (1118.9/) na,/7118-91 5915/hl.ARI'S'NEET' he TrL the re. Rlalr 1-61 le rTR11 it Inenred nr D'nn,!/rr„ Orbe. hladl."rn. 117rr•,m.r1. 57119. 5-6 -2436 0.06 0.55 0.61 ' 6-7 -2153 0.04 0.73 0.77 TOTAL 62.00 psf Seqn T6.5.41 - 0 7-8 -1360 0.02 0.73 0.75 BC FORCE AXL BND CSI 9-10 0 0.00 0.24 0.24 10-11 1400 0.23 0.12 0.35 11-12 2174 0.36 0.09 0.45 12-13 2174 0.36 0.09 0.45 13-14 2174 0.36 0.09 0.45 14-15 1400 0.23 0.12 0.35 MAX DEFLECTION (span): 15-16 0 0.00 0.24 0.24 U999 MEM 12.13 (LIVE) LC 1 WEB FORCE CSI WEB FORCE CSI L= -0.16" D--0.09" T= -0.25" 1-9 -2129 0.95 6-12 445 0.20 1-10 2312 0.38 6-14 -937 0.42 =� Joint Locations ==- 2-10 -1741 0.77 7-14 1292 0.57 0-0-0 -0-0 1 0-0-0 9 0.0-0 2-11 1292 0.57 7-15 -1741 0.77 2 10 5-11-7 3-11 -937 0.42 8-15 2312 0.38 3 11.9- 1 11 11-9-1 3-12 445 0.20 8-16 -2129 0.95 4 18-0-0 12 1-6-12 5-12 -602 0.65 6 17-6-12 13 19-1-8 1 2 3 4 5 6 7 8 6 23.4.7 14 23-4.7 7 29.2.1 15 29.2-1 8 35-1.8 16 35-1.8 6-7 4-4 S=3.6-4 2.5-4 1.5.4 2.5-4 4-4 R3.6-8 B1 2.5-4 o -r q o J-1 a v o -L 2.5-4 S=3.5.4 B2 35-1-8 10 11 12 13 14 15 16 ��SSIONA� FNCi Q ��M HA44 2F� 9 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/8" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ® Thi,r rle.rixn lr far na ;ndi,•;rmnl nnneiaF enrnpnnenl nal o-n.or.,yrlenr. n na.r peen hn.ree nn.,peeificad„nr prneWed he me en,,,pnnent ,nan,l/ anter nrl door in rhe Nr, Chk' EC Truss ID" N3 newnlnnee ,e;rh eurren, ererinn.r n/TRI and dFPA rlexign ,nnndnrdr. rarpmxih;lire;s nrrmurdfr'di,„en.ri,ranl neeara�e. Din, -h- rem he eer; ,rd hell, sun, r mono nn„rcr nml.'"r hail<lin lad ro nrientinn. The nn,/Ain seri % ry,nrn / F r Fner prior fn F r Fns nu.n n.rnrrnin ,hm rhe Inndr DS nr: MC g WESTERN WOOD °de:edna,nirderiFa,nest,rrrreeedrhen,nd;nFh„pn.redherhelnenlh0ldinFendeandrhepnni-larappr,cation. ThederiFnn.<rn,nesthat henrpehnrd it lareraue bra -1 kv he rn,gnr par r.rhealhinF and the hnlln,n ehn I is laleralne hrneed h;, a riXel.rnrnrhinF ,nnmrial diree,(e n raened. anle.,,r nmer,.Lre TC Live 40.00 psf DurFaes L=1.15 P=1.15 anted. ar d.gshnnnerfi,rlaleral,,1,ppnrr,/n,,,rpnnenLr,nrn,nrrann(vrnrrdecehecklinglength. Thi.ea,,,ponealshall nnlhePla-dI,an, TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS einm -1 that will eaaar the mnix,urr ennlem nflhe "..oat h -11956 and' ca.-amneanr plate corrosion. Fnhrieam, handle, Install BC Live 0.00 psf O.C.Spaeing 2-0-0 and h-- This -. in neeordnner rvilh the fnlln,vinF ,nand -Is: :/DINT DETAILS' he Tra,",•nl. ':INS/:TRI 1. '11TCA V - II'o,n/Trot Council u/:Lner;cn.5'mnrinrrl Design Rerpa"sihilifi-'1/.4WDLLYri MISTaUINGAN'D BRACING I/67,41. PLA TF CONNECTED WOOD TRUSSES" BC Dead 10.00 psf Design Spee UBC -97 1700 RIEGO ROAD, ELVERTA, CA 96626 . (1118.9/) na,/7118-91 5915/hl.ARI'S'NEET' he TrL the re. Rlalr 1-61 le rTR11 it Inenred nr D'nn,!/rr„ Orbe. hladl."rn. 117rr•,m.r1. 57119. Th -1 r,icaa rare.,, na,/ Pap,•. A-ein,i"n I.AFR.•u it Incn,ed al 1111 lvm Sr.eer. Nu..en• 980. Washi,;' a. Dc 20036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: jmclaugh Truss ID: N4 . Drwa: BRG x -Loc REACT SIZE REO:D TC 2x6 DFL #2 1 14- 2-13 2176 3.50:: 2.32': BC 2x4 DFL #1 2 49- 0-13 217e 3.50:: 2.32:: WEB 2x4 DFL STANDARD BRG REQUIRElaNTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT 01607 on the trues material at each bearing Loaded for 10 PSF non -concurrent BCLL. 0.07 Continuous lateral bracing attached to fiat TC FORCE AXL BND CSI TC as Indicated. Lumber must be structural 1-2 -65 0.00 0.08 0.08 grade. Brace LID 24" o.c. unless noted. 2-3 -1543 0.02 0.42 0.44 3-4 -1543 0.02 0.42 0.44 4-5 -1997 0.04 0.36 0.40 5-6 -1997 0.04 0.36 0.40 6-7 -1269 0.02 0.44 0.46 7-8 -1269 0.02 0.44 0.46 BC FORCE AXL BND CSI 9-10 371 0.03 0.50 0.53 10-11 1998 0.15 0.50 0.66 11-12 1912 0.31 0.10 0.41 12-13 1912 0.31 0.13 0.44 13-14 1912 0.31 0.15 0.47 14-15 46 0.00 0.32 0.32 WEB FORCE CSI WEB FORCE CSI Th,x Jr.riAa i.r fa,r as indh4dual baddine ...apnoea, n,r, ruse .on'tear. II ha.r been hamd rm aprer(enli-s p-,,ided Ae the eunpnncnt anon, emrer in h Nn 1-9 -145 0.07 6-11 151 0.07 2-9 -1994 0.68 6-13 258 0.10 unn:ran,n t�rr Jerrgn are, ar --1 'he landing iarp,,.red M1v,he heal hoilding ea de and the parlreular appliea,nan. The de.rian mrrua„er lhal the t„p chard ix /o,ernHv hrneed hv,he -fa,fl r.rhealhrng and the hanrran Chard is In,ero//v hrnerd h,v n rrglr/.chenMing m in/ rlircerly artacheA. unless nih-ixe 2-10 1965 0.87 6-14 -1130 0.53 BC Live 0.00 psf 3-10 -732 0.46 7-14 -757 0.47 J:Lrmr;cn.crnndnnlDe.rigaR-pan.rihilili-11.4hrDUNG,MSTALLIhrGANDER.4CINGdIETALPL4TECONNECTED WOOD TRUSSES' 4-10 -805 0.73 8-14 2227 0.98 4-11 167 0.07 8-15 -2121 0.67 ,2-8-7 1 2 %.0 f- 2-4 10 4-3 8.9-4 3.5-4 vim' B1 Web bracing required at each location shown. ® See standard details (7X01087001.001 revl). Plating spec : ANSVTPI .1996 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (If any) require additional consideration (by others) for horiz. loads on the bldg. 4 5 6 7 32.5-0 S=6.6 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 18. 9. 8 49. 2- 9 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category = B Bldg Length - 90.00 ft, Bldg Width = 46.70 ft Mean roof height - 14.26 ft, mph = 80 UBC Standard Occupancy, Dead Load - 16.6 psi MAX DEFLECTION (span) : U999 MEM 9-10 (LIVE) LC 16 L= -0.16" D-0.18" T-0.34" Joint Locations 1 0.0-0 9 0.0.0 2 2.9-8 10 8-9-8 3 B-9.8 11 15.4.1 4 16- 4'1 12 17-1-8 8 5 18.3-13 13 21.10-10 6 21.10-10 14 28- 6- 3 7 28-6.3 16 36-1-8 8 35-1.8 r -= 2.5.4 S=3.5-4 35-1-8 14-1-1 9 10 11 12 13 14 15 STUB B2 10 .3 SHIP 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/8" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: 51299 ® Th,x Jr.riAa i.r fa,r as indh4dual baddine ...apnoea, n,r, ruse .on'tear. II ha.r been hamd rm aprer(enli-s p-,,ided Ae the eunpnncnt anon, emrer in h Nn Chk' EC Truss I D: N4 nor/ "'I "I1-11111"C' "'ll the "'llurren, -i- r fTP1-1.41T.I design .rmnrinry/.r. -,pnn.rihililV is n.rnaaer/fir di,nen.rinnn/ ntturnni. Diaaen.rranx Dsgnr: MC re !n he uerif,,d by the errrupnnenl mono/ elurrr nndhv AuilJin); de.riFnrr prior !a fnhrienlian. The huildinp AttriFner mn.rl n.cetrlain Ihnl the Inn Jr TC Live 40.00 psf DurFacs L=1.15 P=1.15 WESTERN WOOD unn:ran,n t�rr Jerrgn are, ar --1 'he landing iarp,,.red M1v,he heal hoilding ea de and the parlreular appliea,nan. The de.rian mrrua„er lhal the t„p chard ix /o,ernHv hrneed hv,he -fa,fl r.rhealhrng and the hanrran Chard is In,ero//v hrnerd h,v n rrglr/.chenMing m in/ rlircerly artacheA. unless nih-ixe an,rJ. Bracing .aha rn Lr liar 1.1-1 e,rpparl nfenrrrpnncnlr mrnrbeer nn/v m educe buckling Irnglh. Thi .r enmpanenl.rhall nn, he placed in naw TC Dead 12.00 psf Rep Mbr Bnd 1.15 ® FABRICATORS nmol lhn, w111 enure the -&-e male,, nf,hr a•"nd w exceed l9% -11 ar emrre Connector plate cne-sign. ! hri-e. handle, install BC Live 0.00 psf O.C.Spaeing 2- 0- 0 onJ Arner ,hi.c au.ee in nceardnnee u•Nh !hr following .crondardr: :/OI,VT DET.4ILS' kv True val. 'AMS/TPI I'. 'II -TCA V - II'nud Tru,rr Cnuneil J:Lrmr;cn.crnndnnlDe.rigaR-pan.rihilili-11.4hrDUNG,MSTALLIhrGANDER.4CINGdIETALPL4TECONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spee UBC. -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . filln-911.n,171IR-91 SUAMI IRl'.5IIEEr by TPI. TM1e Tru.rr Plmr In.r,;rme ITPU it luenmJ nr D'0a/m Orn•e. slnaRenn. n'i.rcnnx;n JJIl9. The Aaaeriena r -t and Pape, Ae.raciali- (Ar•P:v is a,ea,ed a, 11 11 l9,h .Saeel, NIII S 100. 11 arhingan. Oc 2n036. TOTAL 62.00 psf Segn T6.5.41 - 0 Job Name: jmclaugh Truss ID: N5 Drwa: BRG x -Loc REACT SIZEREQ'D TC 2x8 DFL #2 1 14- 2-13 2173 3.50" 2.32" 2x4 DFL 01 2.5 2 48-11-13 2183 5.50" 2.33" BC 2x4 DFL #1 BRG RBQUIRENENTS shown ate based ONLY WEB 2x4 DFL STANDARD on the truss material at each bearing Lumber shear allowablea are per NDS. ' 364 0.15 Loaded for 10 PSF non -concurrent BCLL. TC FORCE AXL BND CSI Continuous lateral bracing attached to flat 1-2 49 0.00 0.04 0.04 TC as Indicated. Lumber must be structural 2-3 -1514 0.04 0.79 0.83 grade. Brace @ 24" o.c. unless noted. 3-4 -1969 0.07 0.79 0.86 4-5 -1969 0.07 0.72 0.80 5-6 -2384 0.03 0.47 0.50 6-7 -2481 0.02 0.47 0.49 BC FORCE AXL HND CSI 8-9 405 0.03 0.50 0.53 9-10 1539 0.12 0.50 0.62 10-11 1885 0.31 0.08 0.39 11-12 1885 0.31 0.19 0.50 12-13 2083 0.34 0.19 0.53 13-14 -200 0.00 0.31 0.31 WEB FORCE CSI WEB FORCE CSI 1-8 -103 0.05 5-10 -197 0.45 2-8 -2037 0.71 5-12 364 0.15 2-9 1901 0.84 6-12 -288 0.17 3-9 -1363 0.88 6-13 -553 0.25 3-10 788 0.35 7-13 2162 0.95 4-10 -677 0.44 7-14 -2138 0.27 2-4 10-4-3 8.9.4 B1 2�-7� 1 2 F-7.00 Web bracing required at each location shown. ® See standard details (TX01087001-001 revl). Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (If any) require additional consideration (by others) for horiz. loads on the bldg. 14-0-15 3 4 5 6 7 18-4-0 - 7.00 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 16.9.8 35.1.9 HORIZONTAL REACTION(S) : support 1 -200 lb support 2 -200 Ib This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line - No , Exp Category - B Bldg Length - 90.00 ft, Bldg Width - 46.70 it Mean roof height = 14.26 ft, mph - 80 UBC Standard Occupancy, Dead Load = 15.6 psf 4.4 0-0 .t-/ Z.0-4 d.a-1u 2.5.4 S=3.6-4 B2 35.1-8 14-1.1 8 9 10 11 12 13 14 , 2-8.9 STUB STUB MAX DEFLECTION (span) : L/999 MEM 8-9 (LIVE) LC 15 L= -0.16" D= -0.17" T-0.33" ===== Joint Locations 1 0.0-0 8 0-0.0 2 2-9-8 9 8.10-3 3 8-10-3 10 16-1-11 4 16-1-11 11 17-10. 1 5 21.3.8 12 21.3.8 6 29-2-0 13 29-2.0 7 35-1-8 14 35-1-8 &�SSIONA(FN Q�Q��M HAC< 5 10/24/2006 All plates are 20 gauge Truawal Connectors unless preceded by "W" for HIS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/8" = 1r WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ® Tn;.r,h•.rign i.. �,r an rndi,aeanl n„nd;ng o,..p„Bent n,B d,,.rr.rye,r,,,. 1, en, erre nn.re,l na epeelfiensna.r prnyidrd ny,he cn..pasta,..nay/ crnr,r un,hede ignV,,rr.r/ mnccnreancr,ran,I Chk• EC Truss ID: N5 ml,/,,,,, ra,rrrsin..,r„(rPlandArrA.r,nnrinrrlr. ,ran.rinirrl�lrnrrn,nrr//'r„i,,rrn.rinnnlncrnrnw. men.-, O „ hr ,•cried m, m, onr,p„n (nelnrer nndlnr nnuding d,.rlgner print r„ (nhrirn,iun. Thr Auilding d,egnc a.rr n.re,rrnin east rnr /Bade ^ Dsgnr: MC WESTERN WOOD u.r,l n.. u,i.r de.rig,, tater „r „cr •d rnr• 1„ndinle a„p, .rd hy,he 1-1 h„Bdibg endr and,he pnrrieala, applicar„n. The,l-iga nr - ha, lbe hep eh""r i.a /nh•rnlh• nnr and Ihr h,, r h-r,l hy,hr n",/nr,/Ixhrnlh;ng ,,, it larernlly braced b„n rigid dlreedv he TC Live 40.00 psf DurFaes L=1.15 P=1.15 eh„nl .sheathing --ial attached, -Il "he- n,d. Bracing ,h,,,rnkfi- lateral .rnprnr„!/enn.P,meal....... be- "alvmrrd,,-hacklinglength. This .unrp,menr,chall nnrhepla-dinnnv TC Dead 12.00 psf Rep MbrBnd 1.15 ®FABRICATORS n•;nnrunmthat eillcaste,henu,i.n..rr-alrnl Jlh.,.•,,,,,11,,e-IIVIA nadwr-se ornneetnrpint, r„rr,,..i„n. Fne,iealr,handle. iartau BC Live 0.00 psf O.C.Spaeing 2-0-0 and hroee this rrr,.cr in necunlnner ,riM rhe f lh„ring .rrnndnrdr: VOLVT DFT.4V/ S' hn Tare+ra/. 'AMSI.•TP/ I'. 'IPTC;t P. If T -s., Cnnneil nJA,,,ericn .pnndnnl 0-ign R,.,p,-ihl1W-. 71ANDL/NG evhT.-ILLMIC,:IND MUCLVG A1ET:11. PL.4TF. CONNECTED WOOD TRINSEc• BC Dead 10.00 psf Design Spec UBC -97 3700 RIE00 ROAD, ELVERTA, CA 05626 . poll -9l) Bari'H/8-91 SUA/AbIR1'.t'11EET by TPI. The Truer /'/a,, lavi-e• (TPD it Inea,ed a, D'Oa, f i,, D,I-. A/ndirnn, IN.-asin 51719. TI I,neriean Farrel an,/ Paper A-dn,h,a (.-PPA) cr 1 -ted at / u 1 191.. Sneer. ,VII, .c a 800. IV-hin81nn. DC 10036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: "mclau h Truss ID: N6 Drw : BRG x -LOC REACT SIZE REQ'D TC 2x6 DFL #2 JOB#: S1299 Web bracing required at each location shown. This design based on chord bracing applied 1 14- 2-13 2173 3.50 2.32 2x4 DFL 01 2-6 ® See standard details (7X01087001-001 revl). per the following schedule: 2 48-11-13 2183 5.50" 2.33:: BC 2x4 DFL 91 Plating spec : ANSI/TPI -1995 max o.c. from to BRG REQUIREt-gNTS eI,0_ are based ONLY 2x4 DFL STANDARD 12-4,16.7 THIS DESIGN IS THE COMPOSITE RESULT OF TC 24.00" 16-9-8 35.0.9 on the Cruse material at each bearing WEB 2x4 DFL STANDARD Thr designnvrumerrhnrrherupchord is lnrernllu hrnerd he the rnr for -, and rhe h"rrnn, chore/ i.r Intrrnlle Arnred Av n rig/A.rhrnrhing ,norerinl Airrerh• nnnehed, unk.rr urhenrire MULTIPLE LOAD CASES. HORIZONTAL REACTION(S): Loaded for 10 PSF non -concurrent BCLL. Rep Mbr Bnd 1.15 PLATE VALUES PER ICBO RESEARCH REPORT 01607. support1 2021b TC FORCE AXL BND CSI Continuous lateral bracing attached to flat O.C.Spacing 2- 0- 0 Drainage must be provided to avoid ponding. support 2 •202 Ib 1-2 -71 0.00 0.10 0.10 TC as Indicated. Lumber must be structural Design Spee UBC -97 PLATING BASED ON GREEN LUMBER VALUES. This truss Is designed using the 2-3 -1188 0.03 0.51 0.54 grade. Brace @ 24" o.c. unless noted. End verticals designed for axial loads only. UBC -97 Code. 3-4 -2022 0.08 0.51 0.59 Seqn T6.5.41 - 0 Extensions above or below the truss profile Bldg Enclosed = Yes, Importance Factor = 1.00 4-5 -2026 0.08 0.46 0.54 (If any) require additional consideration Truss Location = End Zone 5-6 -2191 0.09 0.37 0.46 (by others) for horir. loads on the bldg. Hurricans/Ocean Line - No, Exp Category - B 6-7 -2453 0.03 0.15 0.18 Bldg Length = 90.00 ft, Bldg Width - 46.70 ft 7-8 -2654 0.04 0.43 0.47 Mean roof height - 14.26 ft, mph - 80 8-9 -2513 0.02 0.43 0.46 UBC Standard Occupancy, Dead Load - 15.6 psf SC FORCE AHI. BND CSI 10-11 414 0.03 0.34 0.37 11-12 30 0.00 0.34 0.34 12-13 91 0.02 0.16 0.18 13-14 2201 0.36 0.11 0.47 14-15 2069 0.34 0.11 0.45 MAX DEFLECTION (span): 15-16 104 0.02 0.18 0.21 U988 MEM 13-14 (LIVE) 1 16-17 36 0.00 0.32 0.32 -0 L= .12" D= -0.08" T=-0. 0 20" 17-18 -203 0.00 0.32 0.32 WEB FORCE CSI WEB FORCE CSI 7 Joint Locations =-- 13-4 -534 0.22 5-14 204 0.06 1 0-0-0 10 0.0.0 15-7 -237 0.23 6-14 272 0.22 2 2-9.8 116.0 3 6-6-0 12 12.5-12 1-10 -157 0.08 6-15 638 0.28 ~$-7{ 14-0-1 4 12.5.12 13 12' 5'112 2-10 -2007 0.71 8-15 -207 0.21 2 3 4 5 6 7 8 g 5 16.9.8 14 17.5.12 2-11 1866 0.82 15-17 2103 0.93 6 20-11.8 15 22-5-12 3-11 -1742 0.57 8-17 -820 0.41 7,Q 18-2-0 .. 0 7 22. 6.12 16 22-5-12 3-13 1419 0.63 9-17 2160 0.95 B 28- 8- 2 11-13 1205 0.53 9-18 -2134 0.27 2.5� 2-4 8 6- 1- 8 35-1-8 18 ]5- 1- 6 5-13 -396 0.25 7 4-5 1.5-4 6 2.4 t 3.4 10 4-3 1 10.4-3 8-9-4 SHIP SS`ONAI a -s 1�O� o I2.1.10 B1 4.4 6-8 2.5-45 8 2.5.4 MX/8-18 2.6.4 B2 `� ) \ '7 12-7-8 t i 12-9-8 14-1-1 10 11 1231$ 156 17 18 ' 2-8-9 `\ TE STUB STUB 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/8" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 rhkd,igni.r.-nni.dA4Jnnlhuildi.genrrrpun-1nunru.rr.rurrcrn.lrhnrbeenAnredun.rpceifienrinnrprunidedhrtheerunpunenrman,r,nrer Chk•EC Truss ID: N6 dune in neavr/aner u•i1h c� neurrrm arrrinn.r, fTPI noel AFPA design .rrandanlr. Nn rerp,n.rihiliru u nenunJ r dhnrn.dnnnl neenrnev. Din,en.dn- nd ded Dsgnr: MC re ,n he ""fed m. rhe ..... I nen, ,unnujner"rer nnd7nr building designer pri ,r ru fnhrienllnn. The huilding de.rigne n„ nrarinin Ihm he /roar. �'iii_ed"'n'h`"'r-ed"beh-finx`"'°,cerahurhrloco/huflrlinAcodennAlhepnrneulnrnpplfemi,m. TC Live 40.00 psf DurFacs L=1.16 P=1.16 WESTERN WOOD Thr designnvrumerrhnrrherupchord is lnrernllu hrnerd he the rnr for -, and rhe h"rrnn, chore/ i.r Intrrnlle Arnred Av n rig/A.rhrnrhing ,norerinl Airrerh• nnnehed, unk.rr urhenrire .rhenlhing nn -t Renting.rhcrf�r In, rrnl.rnppnrr,fcn,,,pnneral..r,ne,nh--nrolnred- h-4-1inglength. Ther -nipnnen,.rhnnnnlheproeedinnne TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS r,i^-n1ent rhot rr11 corse the Lrrnre -,t-, fthe ,nnd In ereeed 1976 an11-cruse-nneernr pinte cnrru:iun. Fnhricnle. h -die, inanll BC Live 0.00 psf O.C.Spacing 2- 0- 0 ,rad hence rhir It- in necnrdnnee ,eith the f dfi-,ing .vnndnrdr::lnhvr DErAaa- hr rr,,.,,rm. '.4,V.cl1/P1 1. 'u?C.( l' . (rand Trn- C-neil nfAnmrlcn.ernndnrd D-ign Rerpnn.rihi1id-W. INDUA'G, AND 11R.4CING A1L•Z4L PLA TE CONNECTED WOOD TIWXCE.S' BC Dead 10.00 psf Design Spee UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95628 . ////R 9O nnd'llll7.9/.S(/,1 /,1 L(R I'3/IEFT'hr TPl. The Tn,.rr Penn• 1.,,;,.,e(7P1) irinenrrdnl nnn,friu DrLa•. Aln,/isnn, 117- rin 51719. The An,erknn rnre.r, nn,/ Pnper A.r,ncinlinn /drPAl it lnenkrl nl I II 191h Sfreel. Nnc .Ste .eon, 110.rhing,nn. De 10014. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: imclauah Truss ID: N7 Drwa: BRG x -LOC REACT SIZE REQ'D TC 2x6 DFL #2 1 0- 2-12 2906 5.50" 3.10" BC 2x4 DFL #1 2 42- 4- 0 2629 3.50" 2.80" 2x4 DFL STANDARD 16-7 BRG REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD on the trues material at each bearing 2x6 DFL #2 17-8 TC FORCE AXL BND CSI 1-2 -4294 0.10 0.68 0.77 2-3 -3538 0.08 0.35 0.43 3-4 -3274 0.10 0.38 0.49 4-5 -3032 0.09 0.39 0.48 5-6 -3032 0.09 0.39 0.48 6-7 -2392 0.03 0.35 0.38 7-8 -2398 0.04 0.44 0.48 BC FORCE AXL BND CSI 9-10 3520 0.58 0.42 1.00 10-11 3518 0.58 0.17 0.75 11-12 2910 0,48 0.17 0.65 12-13 2910 0.48 0.08 0.55 113-14 3282 0.54 0.26 0.79 14-15 2018 0.15 0.49 0.65 15-16 130 0.03 0.06 0.08 16-17 11 0.00 0.38 0.38 Loaded for 10 PSF non -concurrent BCLL. Continuous lateral bracing attached to flat TC as indicated. Lumber must be structural grade. Brace @ 24" o.c. unless noted. WEB FORCE CSI WEB FORCE CSI 15-7 -660 0.58 5-14 -712 0.36 2-10 239 0.10 6-14 1595 0.70 2-11 -760 0.36 6-15 -337 0.19 3-11 592 0.26 15-17 -282 0.20 3-13 591 0.30 B-15 2249 0.99 4-13 -360 0.18 B-17 -2559 0.56 4-14 -422 0.32 Web bracing required at each location shown. ® See standard details (TX01087001-001 rev1). Plating spec : ANSVTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607 Drainage must be provided to avoid ponding. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (If any) require additional consideration (by others) for horiz. loads on the bldg. 16-0-15 1. 9-0.11 1 2 3 4 5 6 7 8 0 18-2-0 1 -7.001 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 15-0.15 33-4-0 HORIZONTAL REACTION(S): support1 2811b support 2 281 lb This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category - B Bldg Length - 90.00 ft, Bldg Width - 48.03 ft Mean roof height = 13.76 ft, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psi 5-4-5 2.5.4 3-0 B2 1 35-8-8 F 42.5-12 6 q 9 10 11 12 13 14 1f6 17 6-0-4 STUB MAX DEFLECTION (span) : L1999 MEM 10.11 (LIVE) LC 1 L- -0.20" D- -0.12" T- -0.32" --=== Joint Locations 1 0.0.0 10 7.9.13 2 7.9.13 11 14-9-5 3 14.9-5 12 18-0.0 4 20-11-7 13 20-11.7 5 27-3-5 14 27-3.6 6 33-4-0 15 35.10.4 7 35-10.4 16 36-10.4 8 42-5-12 17 42-5-12 9 0.0-0 �SSIONAL Fiy�i LL�eo�0� HAC1 ��F9 LU y1311o1 OF 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truawal software, unless noted. Scale: 3/32" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 Thi-l-igais Jnr.ni.diei,malhaddiag......palem."1rrn.vr.ryvren..1,ha.,�h.e.hn.,ed-spedfcnrinnsp-eidedke,heen,,.p.near,nnnufnemrer Chk•EC Truss ID: N7 ® nd dn.a is nec.vAnaec ,villi ,hr carte...rrvt..n.r n/T!'I nnAAFP:I dcvign .cmndnrdc. Ah, rrepnns/hili.. i.r a.cmmedf'r nreurnen. Dimrnaiunx Dsgnr: MC minrrnxinnnl he verillcd he rhe ..........lent .nnnufne,urrr nndh.r huilding devigner prier re f Arirnrinn. The Audding Ae.vignr u.v, n.reennin ,ha, rhe londv TC Live 40.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD °`iii:,•', nn ,hi.v dee.lgn ...n•, - --ed the h.admg imp ..veJ by Ihr /ocnl huilding Hale and the p-li-1- applien,ian. The design ax aes Ihar rhe lap ehrnd i.r Int •rnlly h-eed by the -fl r,,he.thiag and the hr.,nnn ehr.nl i,v Inlrrnlh. hrneed by n rigid mnrerin! dinerly nl,nehrrl, unl-thenvise If ,vhenrhing r..n•l. Rr..dng.,h..,r„isi.r/.,cra/s..p..nrr.!fc,n,Pa"'.,m.n,her.v...(em..'Inceh-4.1agI"g,h. This can.... ... r.,hall andhepineedisn TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS it -a n, Ih..l..ill --me ..... ixlure -1-1 r!frhr wand ,, exceed /996 anrPor ea- nnnectar phae o -ash- Pahrieale. hnndle. install BC Live 0.00 psf O.C.Spaeing 2-0-0 and hrn.c IN, Irri vv io ac.-danc. u•i,h ,hr,/,dl..u•ing srnndnrdv: './DINT DE7:41LS' by Tr. val, '.4,VS11TP11, 'li T(::1 P • 11' / Trn.vr Council ,y'; buerien h',nndnrd Design Rr.,panxihilaiev. 'HAVOLING INST,4LUX17 IND RIUCING IIET.-IL PLATE COA',VCCTCD WOOD TRD.CVCV• BC Dead 10.00 psf Design Spee UBC -97 3700 RIEGO ROAD, ELVERTA, CA 85626 . (HI8-91) nn I711R-91.V1/AlALIR I'h'IICC7" Av TPI. The Tr..av Plnre lnxrimre (TP!) is lamed a, D'OnnfH,, Deme. Alndla , IPi.sea sia 33719. Th -1 eH-a r 1 aad paper 1-adalhr. p1r•P:u & 1--d at IIII I9rh, I -I. MV. sle $00. maxhi.grn.. DC 20M. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: 'mclau h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: M1 Drw : BRG x -LDC REACT SIZE REQ'D TC 2x6 DFL 02 Plating spec : ANSVTPI -1995 UPLIFT REACTIONS) : 1 0- 2-12 522 5.50"1 .50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 .146 lb 2 5- 9-12 590 1.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. Support 3 .91 Ib 3 8- 1- 6 95 1.50" 1.50" Mark all Interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. HORIZONTAL REACTIONS) : n 5- 6- 4 64 1.50" 1.50" PLATING BASED ON GREEN LUMBER VALUES. Install Interior support(s) before erection. support 1 -178 Ib BRG REQUIREMENTS shorn are based ONLY This truss Is designed using the - support 4 -178 Ib on the trues material at each bearing UBC -97 Code. fnnrermn.crandnrd resign Resp-sihi/idex 71.Lvrn.1XG /M�T.4/././A'G:Ih'n RR:IGIp'Q,11rT.•II. P/ATIT COpWECTrn RrN7DTRUSSEV, BC Dead 10.00 psf Bldg Enclosed = Yes, Importance Factor = 1.00 - .pllD-Vll nnd'lIIR-V/.t'Ud IJ /.•Ili 1'.cllfliT'he TPI. The Tnr.vrl'Inrr ln.atrnre?I'll ir/n<nred nt n•nnrfrh. nrn•e. :UnJ;.rnn. 117--in55719. _ TC FORCE AXL BND CSI Truss Location = End Zone The.4raeriganr,,re.rtaad1'nper:1rrncWhnt(:Ire.4) is"<aledalI/// h.greet.,VIP.sre.r0.Washing a,a.DC20036. 1-2 219 0.03 0.30 0.33 Hurricane/Ocean Line = No, Exp Category = 8 2-0 -158 0.00 0.30 0.30 Bldg Length = 90.00 It, Bldg Width= 5.75 ft 0-0 -4 0.00 0.00 0.00 Mean roof height - 11.49 ft, mph - 80 UBC Standard Occupancy, Dead Load = 15.6 psf BC FORCE AXL END CSI 3-4 - -178 0.00 0.17 0.17 4-0 0 0.00 0.00 0.00 2 1 B3 B2 47-5-5 8-11 5.4-15 SHIP 2.5-0 ' IO -7-7 B1 B4 K t 5-9-0 3 4 MAX DEFLECTION (span) : L1999 MEM 3.4 (LIVE) LC 18 L- -0.02" D= -0.03" T- -0.05" ---_= Joint Locations 1 0.0.0 3 0.0. 0 2 5- 9- 0 4 5. 9. 0 10/24/2006 OVER 4 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge,'positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ®a,c Thi.,,I"igni.r:,,ronin,l;,.hlnalh„R,hnx<,,,,,,,n..nrnnrrrn.,'.r.,',,.r,.•,,,. lrhn.,'h«nhn.r<rinn.r�«;<nr;,,n.rRr,,,.i,l<rl�,•rh«n,,,M,nrnr,,,nn,<rnr<r naddnr,e in ace -dance .rrrh the ---, ,-xh,.- fTia andArR4 derign.rarnrinrdr, Mn re.rpun.rihilipeit nrramerl f, ,h,nnn.rinnal a«,ea'; •. nhnen.,;na.,. Chk: EC Truss ID: M1 r., he „eqr I h,. he <n,,,pnnenr n,anr,/ -carter nndh,r n„Rnmg ee.vigner pr;nr „ / hri<aer,n. rhe h,.nnmg designer r,,,,..r nr< rrnin rho, rhe lnadr. Dsgnr: MC TC Live 40.00 psf _ DurFaes L=1.15 P=1.15 WESTERN WOO D wiliad an rhi.r design nn•rl nr rxcred /he /ending impru'rd he the loco/ hui/d;ng code and the Prrieulnr nPpli<nlian. Thr der/gn nxrunua' that be Inp ehurvI is hea<ed hu the r"' for �,.„r na,/ the h,,If chore/ I., h --d he n righl.rh-thing mn,erinl,lire<r,,, attached. "I mheneixe .sheathing sed. Rrneing .h,n-is p, Inoral,ruppnrr,fenmpunen"nan, herr.mhe rn reduce hu<A'Iing length. This -aja ent.rhall nor he pl-din ne TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS err lhn, ,ill cnu.a• rhe nr..i.rrure cnnrenr r fth. u•„nd v, ereerd /V59 -M., ca.- <„nnennr plate <nrr,,.,'h- r hri<a'e. han,Re. i. -II BC Live 0.00 psf O.C.Spacing 2-0-0 ,/'""' anh rn<ethArrr,,.r.r;nn«nrdan<e,.•;m,h.•firRu,ing.nnndnnlr: ;IOIA'TOL•T:I/l..C'hnTru.r"•nl.}LV.CIrTrII'.'If TGII'.IFnnATn,.rrC"unerl fnnrermn.crandnrd resign Resp-sihi/idex 71.Lvrn.1XG /M�T.4/././A'G:Ih'n RR:IGIp'Q,11rT.•II. P/ATIT COpWECTrn RrN7DTRUSSEV, BC Dead 10.00 psf Design Spec UBC -97 . 3700 RIEGO ROAD, ELVERTA, CA 96628 .pllD-Vll nnd'lIIR-V/.t'Ud IJ /.•Ili 1'.cllfliT'he TPI. The Tnr.vrl'Inrr ln.atrnre?I'll ir/n<nred nt n•nnrfrh. nrn•e. :UnJ;.rnn. 117--in55719. _ The.4raeriganr,,re.rtaad1'nper:1rrncWhnt(:Ire.4) is"<aledalI/// h.greet.,VIP.sre.r0.Washing a,a.DC20036. TOTAL 62.00 psf SegnT6.5.41- 0 Job Name: "mclau h WARNING Read all notes on this sheet and give a copy Of it to the Erecting Contractor. Truss ID: M2 Drw :" BRG x -LOC REACT SIZE REQ'D TC 2x6 DFL #2 Plating spec : ANSI/TPI - 1995 UPLIFT REACTIONS) : 1 0- 2-12 521 5.50" 1.50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 AS3 Ib 2 5-9-12 612 1.50 1.501, PLATE VALUES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. Support 3 -30 Ib 3 9- 3- 8 151 1.50 1.50" Mark all Interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. HORIZONTAL REACTION(S): 4 5- 9- 4 95 1.50" 1.50" PLATING BASED ON GREEN LUMBER VALUES. Install interior support(s) before erection, support 1 203 Ib BRC REQUIREMENTS shown are based ONLY This truss is designed using the - support 4 203 Ib on the trues material at each bearing UBC -97 Code. - Tae Aa„•riean F-- and Paper; -cinrinn (APP•U is /netted., 1111 19th Street. NII'. S7e.100. Il a,shingran, DC 20036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Bldg Enclosed = Yes, Importance Factor = 1.00 TC FORCE AXL END CSI Truss Location = End Zone 1-2 244 0.03 0.31 0.34 Hurricane/Ocean Line = No, Exp Category = B 2-0 -171 0.00 0.31 0.31 Bldg Length = 90.00 ft, Bldg Width = 5.75 ft 0-0 -4 0.00 0.00 0.00 Mean roof height - 11.49 ft, mph = 80 UBC Standard Occupancy, Dead Load - 15.6 psf BC FORCE AXL END CSI 3-4 1204 0.00 0.17 0.17 4-0 0. 0.00 0.00 0.00 8-4-15 2.5-6 IO -7-7 1 2 1 5-4-16 B3 9-4-6 SHIP MAX DEFLECTION (span) : L/999 MEM 3-4 (LIVE) LC 18 L- -0.02" D- -0.03" T- -0.05" -= Joint Locations �- 1 0. 0. 0 3 0- 0. 0 2 5.9.0 4 5.9-0 OVER 4 SUPPORTS 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" = 1 WARNING Read all notes on this sheet and give a copy Of it to the Erecting Contractor. Eng. Job: EJ. JOB#: 51299 Thl,devignkf,,anindiOdnalh,.illi... .,,,apnnenr a,,, lrr,.rr,,oris,,,. ,Ih-heenna.red an.,peclfeariaa.r h,, me et pan-1,,tan femrer Chk: EC Truss ID: ® anrlrhmeinnecarrinn,n,il mea,rr,mn•er.,;,m.r,frwanrr.nrrAeerign.Maar/art/.r.;enrey,,.n.,;n;hrvlra.,.,,,r,,eri/,r ,Tt,nea,lanalaeea,ta;..Ohn-ina, Dsgnr: MC M2 n• a, he ver;(e.I by he ennrpanenr,nnn V....rrer and/nr hail,/in} rle.ri..net l,rinr la (nhricnlinn. The hailding designer nrr,.,, a.<ce-in that the /and, TC Live 40.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD alit -1- rhi, a.iga raeel ar a ed da, landing ia,pared ham,• lata/ hadding a"de and the partials, applicant.. The design amara•, mal the tap ch, -1 Lr lnlernrly braced by rhe na far•/1nnr.rhearhing and rhe hnnn,n eh -1 is Inderally bracer/ by a rigid sheathing material direr/v aaached ankc, alh-eme sated nracing.rhrrrr•ni.rf„r,neral,appartrfen„panenaru,e,cherraamrhrentaceh-Vinglength. This opan no shall ndheplaced inana TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS en "ire'""' ear that ,-ill cause the a";.vture -.teal of 1he arra I to ereeed 19% ..dist enure eanneernr plate earraslr n. Fahrieate, handle. in,tal/ BC Llve 0.00 psf O.C.Spaeing 2-0-0 and M1rnu• this rnlcr in ncer,rdnnee with the fidlnming .rrnndnrrlr: './DINT OF.T.J/Ll` hn Tru„-nl, :•I N.GrTPI l: 'I1TC..4 P. 11'na7 Tru.a Cmme;l - rfAaeiea.pnndard Deriga R-1...ihlRNer. 'HAA'D/./Nf/,\'STAL/-h\'GAr\'OnR.ICING AIEf.•tl-l'l_•ITF CO,V,VFCTFD mOAD TRILt:eF_.c' BC Dead 10.00 psf Design Spec UBC -97 3700 RIE00 ROAD, ELVERTA, CA 95626 - ////0-9/1 and 7110-91 Sl1A1Al,1R1'SHEFT' h„TPI. The 7'ra- plme lanimle TTpll is hn,aled nr D'0a,!fKa Drive. 11.disan. IPi,ca-in 5)7/9. ^ Tae Aa„•riean F-- and Paper; -cinrinn (APP•U is /netted., 1111 19th Street. NII'. S7e.100. Il a,shingran, DC 20036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: "mclau h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: M3 Drw : BRG X -IAC REACT SIZEREQ' D TC 2x6 DFL #2 Plating Spec : ANSUTPI -1995 UPLIFT REACTIONS) : 1 0- 2-12 520 5.50^ 1.50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 -157 ib 2 5- 9-12 61e 1.50^ 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. Support 3 -74 ib 3 9- 9-12 366 1.50" 1.50" Mark all Interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. Support 4 -106 Ib $ 10- 8- 5 107 1.50^ 1.501, PLATING BASED ON GREEN LUMBER VALUES. Install Interior support(s) before erection. HORIZONTAL REACTION(S) : 5 5- e- 4 85 1.50" 1.50" This truss Is designed using the Design Spee UBC -97 support 1 .234 Ib BRG REQUIREMENTS ehov are based ONLY UBC -97 Code. support 5 •234 lb on the truse material at each bearing Bldg Enclosed = Yes, Importance Factor = 1.00 , Truss Location = End Zone ' TC FORCE AXL END CSI Hurricane/Ocean Line - No, Exp Category = B 1-2 286 0.03 0.31 0.35 Bldg Length = 90.00 ft, Bldg Width = 5.75 ft 2-0 -175 0.00 0.31 0.31 Mean roof height - 11.49 ft, mph - 80 0-0 -105 0.00 0.11 0.11 UBC Standard Occupancy, Dead Load - 15.6 psf 0-0 -4 0.00 0.00 0.00 BC FORCE AXL BND CSI 3-4 -234 0.00 0.17 0.17 4-0 0 0.00 0.00 0.00 9-6-15 2.5-6 I0.7-7 2 ,F- 0 1 5-9-0 3 4 B4 B3 10.6-6 SHIP 5-4-15 1 MAX DEFLECTION (span) : 1-/999 MEM 3-0 (LIVE) LC 18 L= -0.02" D- -0.03" T= -0.05" ==_- Joint Locations =>� 1 0- 0- 0 3 0- 0- 0 2 5.9-0 4 5- 9.0 OVER 5 SUPPORTS 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng, Job: EJ. JOB#: 51299 Thi., design 0f,, an individual huilding caamat t an, true, sudrrn. It ha, been based an apceifennnnx provided by the cvn.panem ann ! r-, Chk: EC Truss I D: M 3 ® addnnr,nac-dnae-imthe c-,rnr,•e daa.,,fTrlandAFA4der;gn..ranrmrdc rvnrr.,/n,n.,;huir�i.,n.r.tart,rdf,rd;rnen.sionalaccuraca. Dhaea.,ion. Dsgnr: MC „ he er fed ha the c, pnnent ,,,nn„/ sweet nneinr h,dmiag ,lr.cignrr pri ,r ra fnMlrnrinn. The huilding deaign, rr.,I a.,eerrnin that he lands TC Live 40.00 psf DurFBcs L=1.15 P=1.16 ned nn this, Jr,iga ,Sett ar excel rhe landing imp -d by the laea/ huilding code and the particular applicarian. The &dgn ns.,vrnes that nce rnp chord WESTERN W 00 D is 1.1 -IN heneeAhe rhe r,n far font Mearhing and the h,,, shard ;,, Inwrnlly hrseed Av n rigid sheathing ,nnrerial direedv attached, unless arher,ei- ,red Rrneing sh-- is f,r lnwral..pptr,!fc nnen , rmvuhcrx rmly ru reduce buckling lrnglh. Thi,, carrrpan- shall aur he placed in nav TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS rnr that u•i/I snow rhe a,..lrrure ennrenr, frhe snarl r,, e.,eeed 1976 and/ r ea -c ennnecl- plate ca,-swn. Fabricate, handle, innall ''""'r"n"' BC Live 0.00 psf O.C.Spacing 2.0-0 nnJ Arac,• this, puss in neenrrinnn• ,rirh ,he,idluu•ing .vrnndnrri,: 11D/,VT OF.I'.•I/LS" Av Tru.r+vn/. '.bV.ShTP/ P. 'I17C.4 I' • 11 Tru.,., Cnuneil ,!f lim•r;ca Sia /a,,/ Design R,.,l ihiline.. G W.ST.•1IJJA AND8R:ICIA'GAIFTdF PF:IT£ COAINECTF.D WOOD MISSES' BC Dead 10.00 psf Design Spee UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . ///IR.y/1 nn /./11/l•yl sthIM/aR1' 9lirl-. 'he 77.1. The Trm,s /•/am 1-ila , CTPD i., lneawdal D•Dn,fb, Drire. J/ndi.ann, R'i.x--in 51719. The a,ne•,reaa ht,-.,- I rape, :1.,.,,,eiaN,ra /: FP: a is hrcawd at 1111 1 y h Sneer. Nn'. Sre .400. 0ashingma. DC 70016. TOTAL 62.00 psf Segn T6.6.41 - 0 Job Name: 'mclau h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. Truss ID: M4 Drw : BRG x -IAC REACT size REQ*D TC 2x6 DFL #2 Plating spec : ANSI/TPI -1995 UPLIFT REACTION(S): 1 0- 2-12 520 5.50" 1.5o:: BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 -159 Ib 2 5-9-12 619 1.50�� 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. Support 3 -69 Ib 3 9- 9-12 371 1.50" 1.50" Mark all Interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. Support 4 -25 Ib 4 12- 1- 2 133 1.50" 1.501, PLATING BASED ON GREEN LUMBER VALUES. Install Interior support(s) before erection. HORIZONTAL REACTION(S): S 5- 8- 4 84 1.50" 1.50" This truss is designed using the support 1 .266 Ib BRG REQUIREMENTS sho- are based ONLY UBC -97 Code. Seqn T6.5.41 • 0 support 5 -265 Ib on the trues material at each bearing Bldg Enclosed = Yes, Importance Factor = 1.00 , Truss Location = End Zone TC FORCE AXL BND CSI Hurricane/Ocean Line = No, Exp Category = B 1-2 327 0.03 0.31 0.35 Bldg Length = 90.00 ft, Bldg Width = 5.75 ft 2-0 -175 0.00 0.31 0.32 Mean roof height - 11.49 ft, mph - 80 0-0 -107 0.00 0.11 0.11 UBC Standard Occupancy, Dead Load - 15.6 psf 0-0 -4 0.00 0.00 0.00 BC FORCE AXL BND CSI 3-4 -265 0.00 0.17 0.17 4-0 0 0.00 0.00 0.00 10-9-0 2.5-6 TO -7-7 2 1 0 1 5-9-0 3 4 B4 T 11-8-6 SHIP 5-4-15 1 MAX DEFLECTION (span) : 1-1999 MEM 34 (LIVE) LC 18 L- -0.02" D= -0.03" T- -0.05" __= = Joint Locations 1 0.0.0 3 0.0.0 2 S-9-0 4 6-9-0 OVER 5 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. 10/24/2006 Scale: 1/8" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: 51299 Th;.rrle.,;Xni.,f,rnn;nrrr„idunl handing enrrrnnnenr nnurn.,.r.,yrnrn. lrh-been Ar,ren".rpeefenrinnsp-,inen Av the nr,nonnenr ma -,scare, Chk: EC Truss ID: M4 ® nnrl dune in nec-donee "•nh the cn-n, eeerinna� of rP/ nn,1,4rrn de.rlgn .standards. Ain re.rl nnsihuim it arnned far nrrnrnw. Dmendnn.r Dsgnr: MC dinensinnal e he -r(fcd by rhr nunpnnrnr nrnnu/nerurer nnA/,r building designer pri v n, /nhrienlinn. Thr Auilding de.rigne u.rl nseerrnin Ihnl rhr Lndr rn TC Live 40.00 psf DtlrFacs L=1.15 P=1.15 WESTERN WOOD °r rili:ed,rn ,hi.v dr.,(gn ,neer „r erered rhr: 1 -ding InI ned he he h -I AnihrnX sale ane mr p-ind- nppnendnn. The de.,ixn -nn.Ihn, he nrp chard i., lnnrnlly h -cul by rhr rn, far fnnr and the Annan eh -d is In,ernlly h-ced Av a rigid.,henthing mnwinl durally attacher!, unlecr n,he-ke .,hen,hinX n• I. inn ing An, n is fi- lmernl -1,1 1„/e, ,,,pnnen r,......... ,rrr nn(v m -Inc, Inrekrng length. Thi., a„rrp„n n Anti n,n be Dineen in TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS rn, ,hn, mill cnu.ce rhe "r�,irmrr -wenr . Jrhr �..,u,I r" exceed IV% nndbn c nrae nrnnrenr plate c -r -i n, Fahriente. handle. install nndh'"'" BC Live 0.00 psf O.C.Spacing 2-0-0 nd arose tact tri,.,.. ;n narnrdnnee ,eon rbc !,//meing .,mn,mro.,, :Io/,vr o/rriu..c• n y rr,,.nenl. •a:vchrnl r. •n Tai r . In,,,,/ nn.r< r'nneu !f.4nerica.emnd-I Design Rc.,In ihirne,.'II:IND/.INGINST.O.I.ING ovnnrs.aChVr, IleT41.I'L.47FCONXE rroWOODTRUSSES* BC Dead 10.00 psf Design Spec UBC -97 3700 RIEOO ROAD, ELVERTA, CA 96628 pl/R-4/)mr1'lIIR-Vl SUe IAGIRI'S'llliFT'he7'l'7.Th, T -- pin, ln.,rirurc(TI'l1%•6,enrrl nr 0'r)n,(-6,1)ri,•,•, I Indi,,,,r, u'i.,x„nsbrSNIV. The l eri-n rnre.,t and l+y er a...,nr;nd„n (:Irp:u i., lnenrd n l II l mh .errrrrr. xii,. sn• .vnn; s'n,hinymn Or• 7nnlh. TOTAL 62.00 psf Seqn T6.5.41 • 0 Job Name: jmclaugh Truss ID: M5 Drwa: BRG X - IOC REACT SIZE REQ'D TC 2x6 DFL 02 1 0- 2-12 522 5.50" 1.50" BC 2x4 DFL 01 2 5-9-12 616 1.50 1 .50 PLATE VALUES PER ICSO RESEARCH REPORT 01607 3 9- 9-12 451 1.50 1.50 Mark all interior bearing locations. 4 13- 5-15 165 1.50" 1.50" PLATING BASED ON GREEN LUMBER VALUES. 5 5- 8- 4 e5 1.50" 1.50" HORIZONTALREACTION(S): BRG REQUIREMENTS shown are based ONLY support 1 2951b on the trues material at each bearing support 5 2951b TC FORCE AXL BND CSI 1-2 367 0.03 0.31 0.34 2-0 -180 0.00 0.31 0.31 0-0 -150 0.00 0.16 0.16 0-0 -4 0.00 0.00 0.00 BC FORCE AXL BND CSI 3-4 296 0.00 0.17 0.17 4-0 0 0.00 0.00 0.00 Plating spec : ANSUTPI .1995 UPLIFT REACTION(S): THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -25 Ib MULTIPLE LOAD CASES. Support 2 .157 Ib Loaded for 10 PSF non -concurrent BCLL. Support 3 .92 lb Install Interior support(s) before erection. Support 4 -41 Ib This truss Is designed using the Dsgnr. MC UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone TC Live 40.00 psf ' Hurricane/Ocean Line = No, Exp Category = B WESTERN WOOD Bldg Length = 90.00 ft, Bldg Width = 5.75 ft Mean roof Height - 11.49 ft, mph - 80 TC Dead 12.00 psf UBC Standard Occupancy, Dead Load - 15.6 psi ® FABRICATORS 2 1 0 1T 6-9-0 3 4 Ba T 12-1D-6 SHIP 5.4-15 I MAX DEFLECTION (span) : L/999 MEM 34 (LIVE) LC 18 L- -0.02" D- -0.03" T- -0.06" =- Joint Locations 1 0. 0- 0 3 0- 0- 0 2 5-9- 0 4 5- 9.0 OVER 5 SUPPORTS 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/8" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job:.E.I. JOB#: 51299 ® Thi., l-igaisfi-aai,,livid.nlhuilfiag.""puma,n",nu.r,,•.rv..,rrr.. 0ha, h-aha-I,n.rprelfea,inm,prnvideAhv,hre^mp^nrn,nrnn faurer in me TPI Xa Chk• EC Truss ID: M5 'add'.- nearrdnnee ,rim Caere,, veealnn.r !f nnf ArA-Id xign .wnm'nrdr. ...pan.rihili(v it nvr a-Ifi r diarra.rhrnal accuracy. Di,aea.tiaa.. Dsgnr. MC e ,a he reeffret/ h,• me Campaaeal au/rmmrer an,le,r haudinx derignrr pe, ,,, / hrra,nian. rhe nauf;ng fexigner,,,a.,, a,renain rhnune land.. TC Live 40.00 psf ' DurFaes L=1.15 P=1.15 WESTERN WOOD "'ilk,nl„mi.,d-iga,aceraeerrer,I,Ielaadiag i,,,p,r.,.efhy,hrlsealh,.dd;agarJrnnd,hepnnieulnrnpp/i[nrinn. TheArvignacvmerthmmrmpenOr`l is hence/hv,lrr Crufrrr/faar,,'hep,hiag aad,he haarrur ch -at braced A/rre,ly n11achea. unle.eanthenvle�e natal. Reae/ng.rha-kfrrr/d,eral.,rrppar,ilea,,,panea,.<,„ra,herranly,ared-,h-4-i,glengm. Thi rCrrapanrn,.rnallaa,hepla,edianny TC Dead 12.00 psf Rep Mbr Bnd 1.15 ® FABRICATORS "„ar^t that rein eaa- mr,r,rri.,,are arn,enr „/,he ,raaf,a exceed l9% nnf%nr eoa- amnre,ur plate eurrariaa. Fahriwte. handle. ia"all BC Live 0.00 psf O.C.Spaeing 2- 0- 0 nnf hrner,hir,r- in accordance%ei,h,h,f(rdl„ring en,ndardr• VOWT DEIFWIVby Tr--I.'AVSpTP//'.'117C.4 P. IN dTru.ry Council nfAmericn.Rnnfnrd D-iga/?-/ rihilli,a 71AVOL/N17, INhT4LLhVG AND BRAC/NCA/LTAL PL -ITE CONNECTED WOOD TR IA. ES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95629 • (H/0.9/1 rind'///a•9/ .t'UAIh lARI'.SH£FT' by TP/. The Tru.vs Plme lnv,itmr (TP!) it IornreAm D'Om f in Orn•e, hlnnl,an, n'Lrran.en 63719. - The.•Irn,•ricnn Forest and Paper .I-alia is ; (:IGP.4) is tried m ll11 1920 Street NIP. Pe 800• Il'nrhiagrna. DC 20034. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: 'mclau h WARNING ' Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: M6 Drw : BRG x -LOC REACT SIZEREQ' D TC 2x6 DFL 02 Plating spec : ANSI/TPI -1995 UPLIFT REACTION(S): 1 0- 2-12 520 5.50" 1.50" BC 2x4 DFL 01 THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 -159 Ib 2 5- 9-12 619 1.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT 01607. MULTIPLE LOAD CASES. Support 3 -66 Ib 3 9- 9-12 362 1.50" 1 .50" Mark all interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. Support 4 -22 Ib 111-10- 8 126 1.50 1.50 PLATING BASED ON GREEN LUMBER VALUES. Install Interior support(s) before erection. HORIZONTAL REACTIONS) : S 5- 9- 4 84 1.50" 1.50" Thls truss is designed using the The .anreri- Fnrexl nne l riper a,..,.cine„n /: u"e•D ;.c lucnrrJ III I/ / 1191h Sbeer. A'11'. S'Ie 804, 11'n.ehingnm. DC 20036. support 1 260 lb SRG REQUIREMENTS shown are based ONLY UBC -97 Code. support 6 -260 lb - on the truss material at each bearing Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone TC FORCE AXL HND CSI Hurricane/Ocean Line = No , Exp Category = B 1-2 321 0.03 0.31 0.35 Bldg Length = 90.00 ft, Bldg Width = 6.75 ft 2-0 -175 0.00 0.31 0.32 Mean roof height - 11.49 ft, mph' = -80 0-0 -102 0.00 0.11 Q.11 UBC Standard Occupancy, Dead Load = 15.6 psf 0-0 -4 0.00 0.00 0.00 BC FORCE AXL SND CSI 3-4 -260 0.00 0.17 0.17 4-0 0 0.00 0.00 0.00 1 2 F10.00 B4 83 10-6-13B2 T 11-6-3 SHIP 6-4-162.5 6 1 2D-7.7 . 5 3 4 MAX DEFLECTION (span) : L/999 MEM 3-4 (LIVE) LC 18 L- -0.02" D= -0.03" T- -0.05" --= Joint Locations 1 0- 0- 0 3 0- 0. 0 2 5- 9.0 4 5. 9- 0 OVER 5 SUPPORTS 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by'"MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software; unless noted. Scale: 1/8" = 1' WARNING ' Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: 51299 ® Thi.. l-ixn i. h,r nn ;nrn,arronl h„dd;nK cnr„pnnenr n„I rrn.e...,y.„e,n. R hn, he- h -ed nn,peerfendnn.r p-Wded hi• the a ... nd Anne in the dccign Nn Chk' EC Truss ID: M6 neeonlnnec ,rich eurnnr verciun. nJTpl nnd.dFP.4 .rrnndnrri.. re ns;hil;ry k a...er„edf r i;wead,-1 a -c:,'. Dimen,i-, e ,I hee -ed he rhe cnnlpnnem ,nnnr f urrrer nosh,, h"ildmg dexig- prinr In f hrimth- The hndeinp ns deiga I aseerinin Ihnl the loom, f Dsgnr: MC WESTERN WOOD "lih:edr,nlhis`l ilt,,n,ee,',rexceedIle lnnd;ngI pr,..edhe,helnenlhn;ld;ngcdeandthe pnrlindnrnppl;.Iinn. ThedenlgnI,.,.unrechnuhe ,,p sherd lr lnlernlle h-ced ky the rnnJnr pn, r,.henrhing nnrl rhe hnllnm eh -d i.v lnrtrnll,• hrnend he n rigid shenlhing rnnrerinl rlireerly nl/neheri. unle.er nlhenriae TC Live 40.00 psf DurFaes L=1.16 P=1.16 -led.Rrncmg,h,,,rni...irrI,-aIlrppnrl,!Jonnlpr,nrnl..rnenlner.,nMvinrermeennelnnglengrh.Thi.enn,pnnenlxnnRnnrnepinaninnnr TC Dead 12.00 psf Rep MbrBnd 1.15 ®FABRICATORS mnenllhnl,rillenrr..ethers„dxnrrea„r,lenr,/Ins,rood1,rexeee,II9%-d"',enn..ernnn I-piona,rrvrA- Fnhrienre.handle.M-ll BC Live 0.00 psf O.C.Spaeing 2-0-0 n�Ih-,Ili.rlr,,.,:,inose,Irdnnr,e;rnrhe,Irinnr;ng..rnndnrd,: anivrOL7•IN,.C'heTru.v,rnl.:•IAIt'/,TP//'.'IPTCI/'-II'n,nIT-s.,r-w,cil ,!fA erien.UnndnrdD-ignR-pan,ihililiex.'/1.a,.'DLING/XST:Il'UNG.IND/IRICLVc,Ilrzu.pia TE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3100 RIEGO ROAD, ELVERTA, CA 95628 . p7/l7-VIi nnd'Il/R-Vl.aliAId GIRr,t'llE/_7` ne Tl'I. Thr Tro- Plnnr 1-,imre 177'3! i., hrtnrrrl m D'Onn/r;,. Dri,•c. ,l/ndi..,,n. O'i.erm..h, 53719. The .anreri- Fnrexl nne l riper a,..,.cine„n /: u"e•D ;.c lucnrrJ III I/ / 1191h Sbeer. A'11'. S'Ie 804, 11'n.ehingnm. DC 20036. TOTAL 62.00 psf Segn T6.5.41 - 0 Job Name: 'mclau h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: M7 Drw : BRG x -IAC REACT SIZEREQ' D TC 2x6 DFL #2 Plating spec : ANSVTPI -1995 UPLIFT REACTIONS) : 1 0- 2-12 637 5.50" 1.50 BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 -20 Ib 2 5- 7-14 237 1.50 "1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. - This truss Is designed using the 3 5-11- 4 107 1.50" 1.50" Mark all Interior bearing locations. PLATE VALUES PER ICBO RESEARCH REPORT #1607. UBC -97 Code. SRG REQUIREMENTS shovm are based ONLY Shim bearings (if needed) for req, support. Install interior support(s) before erection. Bldg Enclosed = Yes, Importance Factor - 1.00 on' the truss material at each bearing Rep Mbr Bnd 1.15 PLATING BASED ON GREEN LUMBER VALUES. Truss Location = End Zone BC Live 0.00 psf O.C.Spaeing 2.0-0 Hurricane/Ocean Line = No, Exp Category = B TC FORCE AXL - BND CSI Bldg Length - 90.00 ft, Bldg Width - 2.01 ft 1-2 -311 0.00 0.21 0.21 Design Spec UBC -97 / Mean roof height - 10.84 ft, mph - 80 2-3 116 0.00 0.26 0.26 UBC Standard Occupancy, Dead Load = 16.6 psi 3-0 -3 0.00 0.00 0.00 Segn T6.5.41 - 0 BC FORCE AXL BND CSI 4-5 175 0.03 0.04 0.07 5-6 171 0.03 0.22 0.25 6-7 86 0.00 0.26 0.26 7-0 0 0.00 0.00 0.00 WEB FORCE CSI WEB FORCE CSI 2-5 58 0.03 2-6 -178 0.03 2 3 B2 2-10-10 3-10-10 3-4 4-10-1 SHIP 2.5-6 -6 I0-6-10 B3 1- 1- 5-s B, 6.00 1-8-0 2.5-6 1-6-8: 6 -041n -n ; 4 5 6 7 MAX DEFLECTION (span) : LJ999 MEM 6-6 (LIVE) LC 1 L= -0.05" D= -0.04" T- -0.09" - Joint Locations =s== 1 0.0-0 5 2-6-8 2 2-5-8 64-5-8 3 6-0.0 7 6-0-0 4 0-0-0 OVER 3 SUPPORTS 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HIS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 11/32" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 This de.igai.r,,,,an adh.inaalhuRrlingeaarp„nenrnaro-urr.,vrnnn. l��nrhrrnnn.retina.rperjenrh+n.rpt,+•idrrinvrhren,npr+nrnr,,,nn frn,rrr Chk• EC Truss ID: M7 ® and r/nnr in neer+rrmner ,run rhe er,rrenr r,rrrr,+nr r�rw nntinpPa design .rtandartir. ,v,+resp,+a.rinirin1r ar„,toed/,v dirrrrn.rinnol neeurncv. DDnen.riun,r Dsgnr: MC e n, he err fed M1v he a,,,,,p,,near tans /nen,re, ander„ haunmg dcrrgne, pri,, ta,/ hricnr,,n. The haeding designer nrarr a.reerrnin that the land., TC Live 40.00 psf DurFaes L=1.15 P=1.16 WESTERN WOOD vOR:edonrhisderign,neer,,,escredthe laarrear;impucdhvrhe•laenlhnildinAendennArFrpnnieulnrnppliendnn.Thrrler!}nncrumerrhnlrhempehurd is lnrernlly hence° by rhe rnr fro flo, r,sheathing anti the h,,rauu chard is lore,nlly hrneed kv o rigid shenrhing material rlireedv attached. unless nnc� ise oared, Bracing shmma it fr„ rawal.,,,pp,,rl !rcaa'p,.a nls a+mnnr,.r aniv er reduce nael�ling hmgrh. Ther enmpnn r.rhall not he placed in an„ - TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS o,r "'"'""'^rthat '"llcaethe ,,,,,errarecaareal,fihe+vnur11,, -cd 1946nnd/nren.ve nnnrerarplareenrr,,.rhea. Fh,iearc,handle. in.stall BC Live 0.00 psf O.C.Spaeing 2.0-0 and hence Poi.r rn,.cr in accordance +rich rhe frdlnming .rundnn7.r: VONT DETAILS" by Tac al, }INS!?P/ !l 91717A V. II•ii d Truss C,,unell nfA,ncrlca.V,.adanl Dedga R-pan.rihiliricr,'HANDLING 1A'STALL1NGAND 8)L4CING AIE7AL PL4TECONNECTED rI'OOD TRIN5ET BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95628 . (1//8.9/1 nnA'N/8.91 .5l/hlAL4R1'.SNEF/-byTPl. The Tiu.rr Plnrc ln.crimm (l'PIl i.r h+ena•Anl D'On, fia nrl,M. hladeran. tris -,in 537/9. Th, A crienn Foreal and Paper A.ssocialwn (AFAQ isfi,cared at It l l l9rh St cci. ,Vll' Sie 300, I1'nvM1ingun, DC 20036. TOTAL 62.00 psf Segn T6.5.41 - 0 Job Name: 'mclau h Truss ID: M8 Drw : BRG x -IAC REACT SIZEREQ • D TC 2x6 DFL #2 Plating spec : ANSI/TPI .1995 UPLIFT REACTIONS) : 1 0- 2-12 666 5.50 1.50•• BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 -27 Ib 2 6- 4- 2 256 1.50•• 1.50 WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. This truss Is designed using the 3 5-11- 4 131 1.50•• 1.50•• Mark all Interior bearing locations. - PLATE VALUES PER ICBO RESEARCH REPORT #1607. UBC -97 Code. BRG REQUIREMENTS shown are based ONLY PLATING BASED ON GREEN LUMBER VALUES. Install Interior support(s) before erection. Bldg Enclosed = Yes, Importance Factor = 1.00 orf the truss material at each bearing ^ ^.aenl that ,•ill cau- mr ..... is, arr rnnttm. r flh. ,rend h, exceed 1999 and/- cause cn^nrclur plate --sign. Fuhrica e, handle. in.rinll Truss Location = End Zone O.C.Spaeing 2- 0.0 and brace this ntr.ry in ne-dance ,rith the fr,th--ing -,lards: :IOLVT Drr.1/LS' by Truseal. 'ANS11TPl /'. 'II7C.4 P - II'nnJ Truxs Cnuneil Hurricane/Ocean Line = No, Exp Category - B' TC FORCE AXI. HND CSI - Bldg Length = 90.00 it, Bldg Width = 2.01 ft 1-2 -374 0.00 0.18 0.18 • Il1lD-9I1 nnd'111R•vl .cl/klkGllt l'.PllF.FT'h,y TPI. i'he Tru.cv Plate ln.rtinne !TP/1 c,' Inraree al D'nn,�(rin Oriyr, bindi.van, n'i.cam.atn .SI7I9. ' Mean roof height - 10.84 ft, mph - 80 2-3 126 0.00 0.31 0.31 rhr.4meriranr„texts,drapera...,a<inJanr.4r•P•ui.,lr,earrdnt nllrom.clrrrL,vs..rrrgen.ntrsningmn.Oc->nnie. UBC Standard Occupancy, Dead Load = 15.6 psi 3-0 -3 0.00 0.00 0.00 BC FORCE AXI. BIND CSI - 4-5 232 0.04 0.05 0.08 5-6 228 0.04 0.28 0.32 6-7 -97 0.00 0.33 0.33 7-0 0 0.00 0.00 0.00 WEB FORCE CSI WEB FORCE CSI - 2-5 53 0.03 2-6 -237 0.03 . 1 2 3 6,00 I 64-14 1-8-0 2-5-8 1-0-8 4 5 6 7 t 3-0-10 1-0-0 1 B2 5-2-14 SHIP MAX DEFLECTION (span) : U999 MEM 5.6 (LIVE) LC 1 L= -0.07" D= -0.05" T- -0.12" ==- Joint Locations =� 1 0.0.0 S 2.5.8 2 2.5- 8 6 4. 5- 8 3 6- 0.0 7 B- 0.0 4 0-0-0 �5S10NAL FN\ HAQ Giy��9 OF OVER 3 SUPPORTS 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5/16" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ® This devlgn Ls fire an 'ndiyidun! building = 11 hits herr hared nn.vpreifrenti,rn.s pr„•i,led by the nun punenr nrnnufact-r nA dune in aeen"In- -ilh the careen/ vrrvinn.• afTP/ AFP,4 design Nn u. Chk: EC Truss ID: M8 and .vinndnrdv. ree'pan.rihili(y . .....crlJ r dh„ea,h-1 arrar,ey. Dhr,eash- ne u, rte yet fed nu for errn,p,arat term„� enr,•r anronr nuddrng drvigner prier rr. fnhrienrinn. The building designer iter... a.....lain that the hmdx Dsgnr: MC - WESTERN WOOD li/i:rrl nn thi.1 Aevign meets exceed the /",ding iarp,-,l by the heel huilding -de and the particular appliernian. Thr devign ace u- that the nip chord is bythe n.,fr"fln,rr.cberthing andrhe hr.,rua ehurd is by a rigid Avathing nrnlrrialdirretly attacher. unlear rdhenvi.:'e TC Live 40.00 psf DurFaes L=1.15 P=1.15 naled. Bracing e'ha,r,ivfurlateral .,'uplr„fcnraluut-,v-tubrrunlvru reduce buckling length. This cmnp,nenlxhall,nlheplaced inany TC Dead 12.00 psf Rep MbrBnd 1.15 ® FABRICATORS ^ ^.aenl that ,•ill cau- mr ..... is, arr rnnttm. r flh. ,rend h, exceed 1999 and/- cause cn^nrclur plate --sign. Fuhrica e, handle. in.rinll BC Live 0.00 psf O.C.Spaeing 2- 0.0 and brace this ntr.ry in ne-dance ,rith the fr,th--ing -,lards: :IOLVT Drr.1/LS' by Truseal. 'ANS11TPl /'. 'II7C.4 P - II'nnJ Truxs Cnuneil fAn.erien Standard D-ign Rerp.,n.sihilidrr,'11ANDLING/.VST.4LLl,Yn: IA'D RR•10AT', A IFT..1/.PLATE(:ONNFCTFD WOOD TR(Lt'•t'F1" BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 96626 - r • Il1lD-9I1 nnd'111R•vl .cl/klkGllt l'.PllF.FT'h,y TPI. i'he Tru.cv Plate ln.rtinne !TP/1 c,' Inraree al D'nn,�(rin Oriyr, bindi.van, n'i.cam.atn .SI7I9. ' rhr.4meriranr„texts,drapera...,a<inJanr.4r•P•ui.,lr,earrdnt nllrom.clrrrL,vs..rrrgen.ntrsningmn.Oc->nnie. TOTAL 62.00 psf SegnT6.5.41- 0 Job Name: jmclaugh Truss ID: M9 Drwa: BRG X -LAC REACT SiZE REQ 'DTC 2x6 DFL #2 1 0- 2-12 399 5.50" 1.50" BC 2x4 DFL #1 2 6- 4- 2 256 1.50" 1.50•• WEB 2x4 DFL STANDARD 3 5-11- 4 131 1 .50" 1.501, Mark all Interior bearing locations. BRG REQUIREMENTS 'shown are based ONLY PLATING BASED ON GREEN LUMBER VALUES. od the trues material at each bearing TC FORCE AXL BND CSI 1-2 -374 0.00 0.18 0.18 2-3 126 0.00 0.31 0.31 3-0 -3 0.00 0.00 0.00 BC FORCE AXL BND CSI 4-5 232 0.04 0.05 0.08 5-6 228 0.04 0.28 0.32 6-7 -97 0.00 0.33 0.33 7-0 0 0.00 0.00 0.00 WEB FORCE CSI WEB FORCE CSI 2-5 53 0.03 2-6 -237 0.03 4-3-7 2.5-0 I0.6.10 B1 Plating spec : ANSVTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Install Interior support(s) before erection. 2 3 7.� 6.00 I 6-4-14 2.5-8 1 6 8 6-0-6 o o ; 4 5 6 7 B2 4-3-7 SHIP UPLIFT REACTION(S): Support 2 -27 Ib This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width - 2.01 ft Mean roof height = 10.84 ft, mph - 80 UBC Standard Occupancy, Dead Load = 16.6 psf MAX DEFLECTION (span) : L/999 MEM 5-6 (LIVE) LC 1 L= -0.07" D= -0.05" T- -0.12" =_= Joint Locations == 1 0- 0- 0 6 2- 5. 8 2 2. 5- 8 6 4- 5- 8 3 6.0-0 7 6.0.0 4 0-0.0 OVER 3 SUPPORTS 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 13/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 ® Thi. deciga i.f,r as individual building-apnnent aur lr-c vcicav 0 has been board nn ap-ifentinnx prnvirleAhv the ca,apnnent nrnn f -lure. d is Chk• EC Truss ID: M9 and -c "--".Asst.• rrilb the current veeclnn.c rJTrl nor! AFr.4 de.clgn xrnndnrdr. Nn recpas,sihiliry it nscmned far i c-innal.--arae,. Din c -i- Dsgnr: MC re h, he verified hv,he enn,pnnenl umnufnemrer nnA/nr building dertgner prior br /nbriearinn. The Aui/Ring decignrr marl srcens/n that rhe /auric TC Live 40.00 psf DurFacs L=1.15 P=1.15 WESTERN WOOD unh:' d,.a rhi.r Aexiga ,noel "r -ed the h,adiag iu,pace,i he roe l"eal hudding epee and the panieular npplical on. The dedgn n...tn,ne, lhnl the lap eh,,rd i.c Int •tall, Arnced An the r,�"(��r /Issr,chemhing nnJ she hnuurn ehnrrl is Imrrs/h, hrnerrl Av n rigid rrrntrrin/ dint/v nnaehed, .ehemhing unless nrhenvirr -"d. nrn-ing..hr, ea i..,�,r m,ern/ a„pp ,rt, fennipunenu rnaonhcrx unh• In rcduee hucR'/Ing Icnglh. This as prmeal shall not he placed in nal' TC Dead 12.00 psf Rep Mbr Bind 1.15 ®FABRICATORS„nares.tnal,rillsari.., the Innis,,.-cuatcatfthemmdt"a..teedlvssandnrcause -naaecr-plate -arrariaa.FArienle,handle.install BC Live 0.00 psf O.C.Spaeing 2-0.0 aa,lhrnr:e lhi.tr,,pvinaccnninncmrithrhr;/ids irg .,,aarmrd.,: •A01vTDel:41i.c'hu T---al.':INS11Trl r.'1lTc:1 V.❑�"ere Tests., c"uacd ,!j'A rrieas,aadardn-igas-span,ihuiic,,71ANDI.(iINATAI.LINGAvnBRACIA17•1 IFAI.PL4rECOMVECTEnnnnnrRIISSES, BC Dead 10.00 psf Design Spec UBC -97 e 2700 RIEGO ROAD, ELVERTA, CA 96628 . //pq.Vn nnd'lIll1-Vl .cUAIAI:IR I'.Cl1F.F.T by rrl. rhe rri,.,.e rm,e la.cinae rrrn it l" -and nt n•Dn,�/ri" Drive. Jlnrlinm. II'i.oennsin 517/9. T1c:haericanh-,re.1,na11aper;i.,:.„ciadnn(AFA-11 -nteenl /I// DC 20036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: 'mclau h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: M10 Drw : BRG . x -LOC REACT SIZEREQ'D TC 2x6 DFL #2 Plating spec : ANSVTPI .1995 UPLIFT REACTIONS) : 1 0- 2-12 403 5.50'. 1.50 BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 45 lb 2 6- 4- 2 314 1.50., 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. This truss Is designed using the 3 5-11- 4 74 1.50" 1.501, Mark all Interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. UBC -97 Code. BRG REQUIREMENTS shoe are based ONLY PLATING BASED ON GREEN LUMBER VALUES. Install Interior support(s) before erection. Bldg Enclosed = Yes, Importance Factor = 1.00 orr the trues material at each bearing andh-.-this --in.ee.rd-ce u•;th thefdhn,•iag .r,nndnrdr- :/DINT DF.'Ureg'heT--al.'"ASPTIal 1.'ItTt41 V. 11'a„rl Trars Council Truss Location = End Zone ,!(,I-i-SlandnrdA,signRerp-sihinue..s.'7a1NDl.burlN.eT.u.I.1NraNnnR.CIA77,1117T:u.PLATpcnhwrr:TI-M WOODTnus'SFS' Hurricane/Ocean Line - No, Exp Category = B TC FORCE B47 CSI 3700 RIEGO ROAD, ELVERTA, CA 95626 . /11/11-90 and'11/11-9/ Sl1AldGIR1'S1/r.1-.T' by Till. Thv l'ru.<.r !'lore ln..rirurc rrrn i.v hrcnn•J n, D'Onn(ri„ Orh•c•. .�lndi-.. 117 -+aria 5)719. Bldg Length = 90.00 ft, Bldg Width = 2.01 ft -156 .00AXL 1-2 -156 0.00 0.47 0.47 The:1+++rrican1---er,aadPap-A.ra,inaanl:IFP:ulrl.rrandar/nl/vrhSrte,.,Vll.S¢•Pnn.n'ashinga--2016+a. Mean roof height - 10.84 ft, mph - 80 2-0 -3 0.00 0.00 0.00 UBC Standard Occupancy, Dead Load = 15.6 psf BC FORCE AXL END CSI , - 3-4 -97 0.00 0.22 0.22 4-0 0 0.00 0.00 0.00 4-3-7 2.5.6 ID -0.10 B1 0 7. 0-0 2 64-14 6-" 3 4 B2 4-0-10 4-3-7 SHIP B3 MAX DEFLECTION (span) : L/999 MEM 34 (LIVE) LC 1 L- -0.03" D= -0.04" T= -0.08" -- Joint Locations e>r 1 0.0. 0 3 0- 0- 0 2 6. 0- 0 4 6.0.0 OVER 3 SUPPORTS . 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 13/32" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 This design kfi,ras+admin.al hnRrOag® eaa,pnnrm n.l tr,+...r.,a<„r+,+. nhnr horn hn.ren nn.rPrefen n�r Rrr •tart/h„rhe en,npa.-Inat f l-er anddnncinneenrdnnee,virhthc^u'l;n„ret,;nn.r,Tpinarl.are4nrriga.,,aannrdr. Chk• EC Truss ID: M10 en.rianalan,-;, Dl-afinn.r by +xvi ry rn %red by Ott,a.npnn .... urer,u, 11 huildinje designer prrnr In Ablienii.a. Thv hu;lding r/eriRnr u.o n.rrerrnin rhnl the /nnrLr °nn:ed.n Dsgnr: MC WESTERN WOOD mcr nr.r,g,, ,,,tri nr ereren the landing is+pn.red he me heal h.ndinll c le and me parrieulnr apple -lion.. Thedesign art.+.e that the tan chant is lnrernlhe braced by the rn !far Haar sheathing and the harrnr,r chard is Inreralle hrneed by a rigirl.rhen,hing n,nhrinl Aireerh• nanched..alt.'s nthenvise TC Live 40.00 psf DurFacs L=1.15 P=1.15 nater/. lirnc;n}!.chnvni.r./rrnrrrnrr„pp„rl,Jcpaarac.,.ea,herr'+an,a,-la-hac4-linglength. This o,r.p.,;rarA./Ia„I hr placed finnan + TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS vi -at e., that 11411 caa,'r the a,,,i>,arr, cantent, frhr u•nud In erased IVIS -11ar cn..re cnaneclar plate c.rrn,;.n. rahricate. handle. install BC Live 0.00 psf O.C.Spaeing 2-0-0 andh-.-this --in.ee.rd-ce u•;th thefdhn,•iag .r,nndnrdr- :/DINT DF.'Ureg'heT--al.'"ASPTIal 1.'ItTt41 V. 11'a„rl Trars Council ,!(,I-i-SlandnrdA,signRerp-sihinue..s.'7a1NDl.burlN.eT.u.I.1NraNnnR.CIA77,1117T:u.PLATpcnhwrr:TI-M WOODTnus'SFS' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . /11/11-90 and'11/11-9/ Sl1AldGIR1'S1/r.1-.T' by Till. Thv l'ru.<.r !'lore ln..rirurc rrrn i.v hrcnn•J n, D'Onn(ri„ Orh•c•. .�lndi-.. 117 -+aria 5)719. The:1+++rrican1---er,aadPap-A.ra,inaanl:IFP:ulrl.rrandar/nl/vrhSrte,.,Vll.S¢•Pnn.n'ashinga--2016+a. TOTAL 62.00 psf SegnT6.5.41- 0 /Job Name: jmclaugh Truss ID: MC Drwg: __1 TC 2x6 DFL #2 BC 2x4 DFL #1 GBL BLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 40 psf live load and 12 psi dead load. Additional design considerations may be required If sheathing Is attached. [+] Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"Intervals. Bracing Is a result of wind load applied to member.(Combinatton axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads. Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Permanent bracing is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSUTPI 1. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above or below the truss profile (If any) require additional consideration (by others) for horiz. loads on the bldg. 1 1.6-4 1, z-0 , 5-9-0 7 8 9 10 12 5-4-15 6-4-5 SHIP This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 2.01 ft Mean roof height = 11.49 it, mph = 80 UBC Standard Occupancy, Dead Load = 15.6 psi ----•••-LOAD CASE #1 DESIGN LOADS - -- Dir L.Plf L.Loc R.Plf R.Loc LLITL TC Vert 124.00.1-2.0 124.00 0-0-0 0.65 TC Vert 156.00 0.0.0 214.00 5.9-0 0.73 BC Vert 20.00 0.0-0 20.00 5-9-0 0.00• ==== Joint Locations 1 0.0-0 7 0-0-0 2 1-4-0 8 1-4.0 3 2-8-0 9 2-8.0 4 4-0-0 10 4.0.0 5 5.4-0 11 5.4-0 6 5-9-0 12 5-9-0 TYPICAL PLATE: 2.4 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted 10/24/2006 Scale: 1/4" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: 51299 Thi, d •,i,.n c,,i,r an ,admidnal hnildiag cn,,,p,.nrn, a,.t ,r,,.,...,r.,nrn,. a ha., hrrn has'd „n .,pecihealian., P""'ided ha the b,n,paa- "ma lay..er Chk• EC ® nrl daa, ;n necarrmae,• ..m, rhe eurrrar ,•er.,h,a.,, frr'/ sad: Hata ,h•.,iga .,mnda"L,. N„ re.rl,nn.,ihiu "is a.,.,„a,e,i i„r diatensi-al aeenraee. Dhm nsiaa., he ,ann„� <,arer an,var h„Rd;ng de.,igarr pr; ,r h, fnArienlinn. rna,ehe a err hn,hr epm &d ameat The building designer I alerraia that he L Dsgnr: MC Truss I D: IVI G TC Live 40.00 psf TC Dead 12.00 psf BC Live 0.00 psf DurFaes L=1.15 P=1.15 Rep Mbr End 1.00 O.C.Spacing 2-0-0 WESTERN WOOD ®FABRICATORS nril:rAan Ih;.c Je.,;gn nme, nr exceed he loading iu,p,,,rd hr nc, loco/ hullding code noel rhe pnniculnr applicruinn. The design n.v,u,acs That ,he ,ap chord ..la,.,,,,,.hraerd Q,.,h,: rm,rnr/"unvhcnrhing and rhe h"" shout l., larern//,-braced hr a rigidshealh;ag,meialdirenlo attached, unle.s. n,hcrvri.,e nrd. 11-mg.,ha,enc fi,rbanal.,,,ppr,rl,fc,,,,,paneni..aa eat Iha, will carie the „a,ixa,re e„ml-1, f,he ,eared n, exceed 1996 nn.7,6,r cause --cl r pram .mesh; Fnhrienre• handle, in.,mrl ""i"'""' read bract Ini., tr,,.,., m a«„r,n,a<e ..•rm tar f,R,ne;ng .,,enders.,: •.mlNr DervL.c• h,• rr,,.,,ral. •A,uslrrrl P. •nTCA V. 11 n,,.,,. c.,mncil , f:I,,,er;ca.cmndareD-ignR-pna.,ihRiti-'NAA'DLINGINcrdLLUGAND MUCLveAIETALPLATECONNECTEDII'OODTRUSSES' BC Dead 10.00 psf Design Spec UBC -97 t, 2700 RIEGO ROAD, ELVERTA, CA 95626 . 0110.401 -/ 7111341 af/d lhlAR)'SHEEr hr rPl. The rra.,., plate la.vimm (TPI) Is heated at D•nnafrin DrAv. Alndi., ". 117aa,mdn Si719. rhr.Ie,rrican rnre.,l and raper: -eindna (Al -PA) is h,crned a, l l/ l 19Th street. Nil'. Ste 800. INashingran, DC 10036. TOTAL 62.00 psf Seqn T6.5.41 - 0 Job Name: imclauQh Truss ID: HRF Drwa: BRG X -IAC REACT SIZE REQ'O _ 1 0- 3-14 370 7.75" 1.50- 2 7- 3- 0 0 1.50" 1.50" 3 11- 3- 0 0 1.50" 1.50" 4 15- 3- 0 0 1.50" 1.50" 5 19- 3- 0 0 1.50"1.50" 6 23- 3- 0 0 1.50" 1.50" 7 27- 3- 0 0 1.50" 1.50" 6 29- 6- 7 0 1.50" 1.50" 9 7- 1- B 2 1.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing TC FORCE AXL BND CSI 1-2 3 0.00 0.00 0.00 1-2 0 0.00 0.00 0.00 2-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 0-0 0 0.00 0.00 0.00 BC FORCE AXL END CSI 3-4 0 0.00 0.00 0.00 4-0 0 0.00 0.00 0.00* TC 2x6 DFL #2 BC 2x4 DFL 01 FILL CHO 2x6 DFL #2 SLIDER 2x4 DFL 210OF-1.8E Mark all Interior bearing locations. Permanent bracing Is required (by others) to prevent rotation/toppling. See SCSI 1-03 and ANSI/TPI 1. WEB FORCE CSI WEB, FORCE CSI SLDRL -3 0.00 Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. Install Interior support(s) before erection. PLATING BASED ON GREEN LUMBER VALUES. NOT ANALYZED FOR UNBALANCED LOAD CASES +.ra........♦a........ rc 7a 7.2-4 3 4 B8 B7 15.10-3 SHIP T 3-11-9 1 LOAD CASE #1 DESIGN LOADS -- Dir L.Pif L.Loc R.Plf R.Loc LL/TL TC Vert 124.00 - 2- 6- 0 124.00 0. 0- 0 0.65 MAX DEFLECTION (span) : U999 MEM 3-4 (LIVE) LC 1 L= 0.00" D= 0.00" T= 0.00" _= Joint Locations =- 1 0- 0- 0 3 0. 0- 0 2 7. 2- 4 4 7- 2.4 OVER 9 SUPPORTS 10/27/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299L02 ®a,dd,lne This design i,, fife nn inrl;vidunl building a nnponenr ant vu.cx -lem. It has been barer nn specifentinns pr,,vided by the a ,jn,aeat carr f sneer I in -41h the d.. b'n.espnarihd;ryb.nr..n,ned/'diurn..'n'nnnreara�e. Dimeasinn. Chk- EC Truss ID: HRF oca-lance c-ent rr ra he verified h. he ca pnnent mono/naturae and/nr Auilding Assigner prim• rn fnhricatinn. The DvilAing derignr n rhar rhe InnA.t Dsgnr: MC WESTERN WOOD unl;errl nn this design mart n• escerd rhe landing i.ryn-1 by the /neral huilding Bade and rhe parrieulnr application. Thr design n,svmes rhar rhe nrp chord ra is /nrernlly hd by rhe r ,!fn flheathing and be hn0nrn chnnI is braced by a rigid sheathing material directh• altached, unless nrheru•Ise TC Live 40.00 psf DurFaes L=1.15 P=1.15 en. B-cing sh,, is f,r mrr.al.vr ppaa /enmp„nems ,nr„thee. na(v ra reduce hoer0ng length. This ca,npanear shat/ ant he pi -d in anv TC Dead 12.00 psf Rep Mbr Bnd 1.00 ® FABRICATORS that "ill eanae rhe ,n,,;,.mre c.mrnl r f rhe u•nad r„ oared 19% -IM, enure ennnennr plan enrrnsina. F h,ienre, hand/e. in wil 'AACV 'IITCA BC Live 0.00 psf O.C.Spacing 2- 0- 0 and hrnee this truss in accnr,lnncr n,hh rhe f,11--ing srnnr/nrds: :/DINT DETAILS' by Tr -al. TPI I'• /' - lVa ITruss Cnuncil n/Pourri-S1nmlard Design Rep,n ihiliriec'HANDUN11 IMlZ4LLIA'6.4ND BR4CIA'G AIh-T4/. PLATF CONA'FCTFD WOOD TRINSFS' BC Dead 10.00 psf Design Spec UBC. -97 i• 2700 RIEGO ROAD, ELVERTA, CA 95626 .(IllRA1)nnJ'll/RA/SI/J!A /.4R1'.CHFE7-hv TPI. ThrT.us:.Plate Inarimm?PD is/neater/atD'On,!pin Drh•e. Amdi.,,,n. 117.can,ia 51719. The Amr•;cnn Fnre.,r and Paper As:a,cinrinn (AFP4) i., hoc l al 111l l9th.G.err. NII', ,Cee 800. II'nshingn,n. DC )110)6. TOTAL 62.00 psf Segn T6.5A1 - 0 Job Name: "mclau h WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: J617 Drw : BRG x -LOC REACT SIZE REO' D TC 2x6 DFL 92 Plating Spec : ANSI/TPI - 1995 UPLIFT REACTION(S): 1 0- 2-12 520 5.50•• 1.50^ BC 2x4 DFL 91 THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 -159 Ib 2 5- 9-12 619 1.50^ 1.50• PLATE VALUES PER ICBO RESEARCH REPORT 91607. MULTIPLE LOAD CASES. ,. Support 3 .70 lb 3 9- 9-12 375 1.50" 1.50^ Mark all Interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. Support 4 .26 Ib 4 12- 2- 2 136 1.50" 1.501• PLATING BASED ON GREEN LUMBER VALUES. Install Interior support(s) before erection. HORIZONTAL REACTION(S): 5 5- 8- 4 84 1.501' 1.50° This truss Is designed using the support 1 266 Ib BRG REQUIREMENTS shown are based ONLY UBC -97 Code. TOTAL 62.00 psf support b -266 Ib on the trues material at each bearing Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone TC FORCE AXL BND CSI Hurricane/Ocean Line = No , Exp Category = B " 1-2 330 0.03 0.31 0.35 Bldg Length = 90.00 ft, Bldg Width = 2.01 ft 2-0 -175 0.00 0.31 0.32 Mean roof height = 11.49 ft, mph = 80 0-0 -109 0.00 0.12 0.12 UBC Standard Occupancy, Dead Load = 15.6 psf 0-0 -4 0.00 0.00 0.00 BC FORCE AXL BND CSI 3-4 -267 0.00 0.17 0.17 4-0 0- 0.00 0.00 0.00 10-9-13 2.5-6 TO -7-7 1 2 1 0 1 2� 5-9-0 �3 4 B4 T 11-9-4 SHIP 5-d-15 1 MAX DEFLECTION (span) : L/999 MEM 3.4 (LIVE) LC 18 L- -0.02" D= -0.03" T= -0.05" ---_= Joint Locations 1 0- 0. 0 3 0. 0. 0 2 5. 9. 0 4 5- 9. 0 OVER 5 SUPPORTS 10/24/2006 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/8" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1299 This design ix - nn iadh,idunl huilding a p-ew -I 1--svwe- 11 has hero hared Ira .specifrerrlinn.r pnr,•idrd h,.lhe ennrp„nrnr rnnnufnnurer Chit: EC Truss I D: J 617 ® nd door in ncmrdaaer ,vith Ihr eurrem ,zrrinar fTPI rtnA.4FC9 design .nnndnnlc. Nu rupnn.rihllity is acrun'eJ/^r --y.. Dimemddn.r Dsgnr: MC ,einrensianal n, hr' --red h,• 'he nnnpna-1 nrnnu/nen,rcr -M- hnilding designer pri ,r nr,(nhrienrinn. The huilding deaigne usl nan•rtnin tine rhe Inndr TC Live 40.00 psf DurFacs L=1.15 P=1.15 WESTERN WOOD n�n:ed„acoirde.ripar�-1nrereMA,h��ding,il,rp-dhethe1-1hnurnngcdeandthe parrodnrapplication. Thedesignnr.,,nnrrrhnlmeInpehnrd it /nlrrnll,•h--,l he the -,!f -fl st-thing and the hnnam shoed l rInnen/h•h--dh,.a Hgidshealhing n ale,ialdirccllu attacher/, unles-ahenei.re anted 8raeing.rlra'fry,rlake.l.rrrppn,1,?fc,,,r,p,-aer,nerr,herrnnym-1-hudliaglength. This cn,,,pnaenl.rh.// ant he pram,/ in aar TC Dead 12.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS rot that ,rill cease the mnis'turr ena"a,'!f'he wr,n,l to --d /9% and/ , enure ennneehn plate a�rrvr.r/nn. rahriean•, handle, i-lnll ,/ BC Live 0.00 psf O.C.Spacing 2-0-0 hra- and aee Inir o-,,.rr in neenr,mace ^am me ldn,w;a„.,,na,mr,/.,::rnrvr DE7.I/L.c• n,. na,,.al. •.1,vc1a1'1 r. •87C:I l • . It non rr,,.rr rn„Sed ,fA-ries.oandnrdDerigaRe..p^n.rihuire.r.'11ANDuvr,INST.aLLhvrAND RlcChGkIET.-ILPLATE CONNECTED IPDODTRUSSES' BC Dead 10.00 psf Design Spee UBC -97 ,t 3700 RIEOO ROAD, ELVERTA, CA 95628 - (1118.91) and'H18-91 .t'1/AIA/.41? 1'.t'HFE7" h,• TPI. The Tra.rr Plate ln,rduue (TPI) it h -led rn D'Oa f i" Ori"'. A/ndis"a. 111 -mi. Si 719. The .•Ilu wan F--, and Pnper.J.r dati- (.4rM4) is h -ed nr 111 l 191h 5'Ireet. NIV, ,Ste 800. II'ashiagtnn, DC 200)6. TOTAL 62.00 psf Seqn T6.5.41 - 0 I STANDARD GABLE END DETAIL T 12 VARIES MATCH I COM. TRUSS LEDGER m_ CONTINOUS BEARING AS REQUIRED SPAN TO MATCH COMMON TRUSS 8d ® 6" O.C. - 2' MAX EAVE W/ NO.2 OR BTR 42 OUTLOOKERS @ 32" O.C., DO NOT OVER CUT TOP CORD @ OUTLOOKER NOTCHES. — SIMPSON A34 OR EQUIVALENT STRONGBACK LEDGER GABLE END SIMPSON A34 OR EQUIVALENT 2x CONTINOUS BACKING W/ 16d'S ® 24".0':C. MIN. GABLE TRUSS TO BACKING & BACKING TO TOP PLATE. NOTES: 0—I nA TYP MINIMUM GRADE CORDS AND STUDS PER TRUSS DESIGN. 4-10d NAILS MIN. PLYWOOD SHEATHING TO 2X4 STD. DF—L BLOCK 2X4 BLOCK 2X4 STUD OR BTR SPACED 5'-0" O.C. SHALL BE PROVIDED AT EACH END OF BRACE. CONNECT AT END W/ 4-10d NAILS. MAX LENGTH IS 7'-0" STANDARD TRUSSES SPACED @ 24" O.C. OF CAO 1). 2X4 NO.2 OR BTR FOR LEDGER AND STRONGBACK NAILED TOGETHER W/ 10d NAILS @ 6" O.C. 2). "2X4 LEDGER NAILED TO 'EACH STUD WITH 3-10d NAILS. 3). 2X4 STRONGBACK TO BE. CONNECTED TO EACH VERT. STUD W/ 2-10d TOE NAILS. 4). THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131 "DIAX3.0"LG) THIS DETAIL IS APPLICABLE TO -STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1). THE HORIZONTAL TIE MEMBER AT THE VERT OPENING SHALL BE BRACED ® 4'-0" MAX FOR 80 MPH EXP. C WIND LOADING & 5'-0" FOR 70 MPH EXP. C LOADING 2): MAX MEAN ROOF HEIGHT IS 30'. 3). MAX ROOF LIVE LOAD TO BE 40 POUNDS. PER SQUARE FOOT. 4). PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. CAP TRUgI V/ PLYVD I EDGE NAILING PER PLAN — + i ggtt pN ! pC . EACM1i FAL�T(STAG��RED)--�' DRAG CAP CAP TI TnEjNA1L)EAyFACE TOE LATERAL BRACE (TYP) SEE EB FOR ALTERNATE SHOULDER DETAIL-% r� 670 PLF CONNECTOR CAPACITY 12 Z7 ANY PITCH 1/\\B C - - 8x36 &! W/ LATERAL) 16d EAC BEARING (3 TRUSSES MIN.) 1 DRAG TRUSS HAT CONNECTION SCALES NTS 2x4 CONTIN. LATERAL -BRACE 36• DC V/ (2) 16d EACH BEARING (3 TRUSSES MIN.) 12 ANY PITCH j \ T // p�\\T EA�, \g\ c Q EC4V/ (2)N1kdTSINKERSRTOETIIP CHORD OF BASE TRUSS BELOV -eE2 BASE TRUSS COMMON TRUSS HAT CONNECTION 2 SCALES HTS DRAG CAP 2x4 LATERAL BRACE A33 (TYP) BASE TRUSS �n1 DETAIL 1 r1 SCALEo NTS (2) 16d SINKERS CAP TRUSS __ /-(TOENAIL) EA FACE BASE TRUSTS --(2) 16d LATERAL BRACE TO TOP CHORD OF BASE TRUSS @AN DETAIL SCALES' NTS ALTERNATE 2B SHOULI)ER DETAIL SCALE, NTS Design Assistance 793 Camellia Drive Phone:. (530) 877-4732 Paradise, CA 95969 .rax: (530) 877-4732 SIZE FSCIA N0. DWG NO. 1 REV SCALE: NTS I I DATE: 11/22/04 -� TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORA40 SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 C001003160 1/4/01 Users of Truswal engineering: The TrusPlusTM engineering software will correctly design the location requirements for permanent continuous :lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering Orawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. - • In general, this bracing is ,done by using Truswal Systems Brace=ItTM or.a 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to* the building per the building designer (See ANSI/TPI current version). The following 'are - oth'er options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x or 2x structurally graded "T" brace may be -nailed flat to the edge of the member with .10d common or box nails at 8" o.c. if only .one brace is required, or may- be nailed to both edges of the .member if two braces are required.. The "T" brace must extend a minimum of 90% of the member's length. 2. A scab (add-on) of.the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed.to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0". in length. Scab(s) must extend.a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination. of ; scabs and. "T" braces, or any other. approved method, as specified: and approved by the, building designer. 1. EXAMPLES 2. 90% L 90% L Please contact a Truswal engineer if there are any questions. e:4nsoHlcelwlnwordlbnce•now. Iel RECORDING RT ED BY: AMID VA= TIT AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 74713®7- be NNOMNOWM Recorded I Official Records I County of I But 1 CANDACE J. GRUBBS I County Clerk-Recorderl I I 09:00AM 17 -Aug -M I REC FEE 10.00 CONFORMED COPY 1.00 CP Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or.included within an area zoned for agricultural purposes, and residents of this. property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: .751 DNA M 040.i34 DID o+a.n: - Date . 08/16/06 State of California County of BUTTE On 08/16/06 before me, D. FISBER, NOMRY PUBLIC personally appeared known to me (or pro to the within instru capacity(ies), anth., the person(s) t d,, WITNESS niv h� nd Signatu JOHN R. McLAUGHL N personally on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed I acknowledged to me that he/she/they executed the same in his/her/their authorized ler/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the instrument. A.P. # 0 ( 3- i ?-Q ,020 -DOD Seal: D. FISHER Commission # 1487634 -r - Notary. Public - California_ Butte County My Comm. Expires May 4, 2008 k z L Order Number: 0401-2471302 Page Number: 5 T"' 7 LEGAL DESCRIPTION Real property in the unincorporated area of the County of Butte, State of California, described as follows: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 17, 2004, IN BOOK 163 OF MAPS, AT PAGE(S) 10, 11 AND 12. RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS, STORM DRAINAGE, PUBLIC UTILITY AND WATERLINE, AS SHOWN ON SAID MAP. PARCEL II: AN EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES,. AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1; 2000, IN BOOK 149 OF MAPS, AT PAGE(S) 34, 35 AND 36. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS, STORM DRAINAGE, PUBLIC UTILITY AND WATERLINES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA_, ON DECEMBER 17, 2004, IN BOOK 163 OF MAPS, AT PAGE(S) 10, 11 AND 12. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. APN:063-180-020-000 Mid Valley Title & Escrow Company <063-1.80-020 �' p6-1709 / L i 1CLAUGHLIN ,SaN�c uTrf. N O T E S. �4 MCHRISTINA DR, FOREST RANCH Cont: OWNER NSF/GAR WE S I D E N-I'l A L APN: Permit No. ` + iP 14-S- �., tc-,n, 1-ce Owner. .. r �y Site Address: _ Contractor. Type of PePmlt: cru Clt Xv OFFICE COPY Address GAS - By Date- Meter o• ELECTRIC Meter By Date r J i� • Y j �t s. i • N ! cru Clt Xv OFFICE COPY Address GAS - By Date- Meter o• ELECTRIC Meter By Date r r CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDMdNS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE P)IST jv6fE4- oN r0lZeST /ZA•ate-H jZfJ•. DATE JOB FINALED: �J " SIGNATURE: 14 +=OK - MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION Lj SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-DImcs-Grnd 'Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LPO Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Line 8 Gas; MH Test -Demand Valve-Dnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-DImcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -CIO to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Number: ,DATE DIE C KS -COVE R S'C A R P O R T S •G A R A G ES 1 ZoningSetbacks-Easements 2 Figs; SoilsSz=DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-CnnctrsShthg• Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws--loors 7 Electric 8 Frrng; Sills-AnchrsStuds-Ri rs Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11, Ext; Steps -Doors -Landings 12 Braced Wall pnls g DATE IP O O LS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnetns-Thickness Dead Men -Lining 4 Elec Rcptcis/Lting; Distance-GFI . 5 Elec Pool Lting;15 volts-GFi 6 Elec.Enclsrs; Conduit Entries Terminals4 fisted 7'Elec Banding; Metalw/5'-Drcitng Egp-Htr 8 Elec Gmdng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxes-Enclsrs-pnlboaidsansultn to Main Conduit 9 Health Dept Apprvl 10 Pimb; Cir Test-Wtr Supply Test 11 Lt Niche , 12 Enclsr, Fencing Alarms 13 Bonding, Diving board or Slide Pool Drawing 0= Not OK � i I V I RESIDENTIAL (Single & Duplex)` DATE JUND RIF LOOR DATE IPLUJMBING a h let d>Ld Ftg Dpth tgg sSteel-EleFtg Dpth fg Wi cks•ils-sFtg Dpth S.8 et'��otea Brerr�yu�lis Gar ; S -BIWrapped 6A4 Downs and Special Anchrs Slab, Steel Wrapped ger : Ic FtgSteei Fall -Fitting -Test -2 -way CIO -Sewer Test Pipe; Sz Anchrs-Sz Test 1 tr Pipe; Test-Anchrs-RgltrService Test eeiindrgrnd .4344ennts4 DyzU; Clrn ater- - pp nsul 1�4�sSA of o cri'w ce & Witlfn 16� lnsu lion DATE FR ING ps Proper Materials & An fs Studs -Nailing Spacing & Braces -Plates -Sound Bing Walls over Girders ,& fir Nailing 'Sg'6r Stop in Walls (rat proof) ire St s; Furred CeilingsStairs-Chasers-Tubs ers B BeamsS &' Bearing' ngers-PosfCaps-Anchrs-Cnnctns eiling Jol#4 ft Ties-Purlin-Roof Brac TrussShthg 25 Frpic Ties or Type A Flue =Frpic Throat Clmc 26.1 Acc; Sz &; Rmz Prtctn-Draft Stop -Ins Baffles �Wndws or Exiting Do imensi ns 01 EEDoors-b e Fire Prtctri Frain -RC C4a el i� rLine Firewall& Opngs' ne 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 2 don Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stuc Lath Weep Screed-Fndtn Vnts-Undrflr Ace Zaxing Area -Glass PrtetnSkyLts-Plastic . 36 Shear Walls; Nailing -Bolts OL 37 ExtWaMp-n—isI2-2/-®co O 38itn-W a IIs -Ceilings Infiltration Walls -W s DATE JELECTRICAL xtr & Trnsfrmr Clrnc4ns Prtctn 4�c Rcptcls Spacing-Lts & Switches at Doors loxes & No Of Cndetrs Stapled o ex Installed Close to Edge of Studs & rnd made up w/Mech Fs s a o e and Gas & Wtr 1 :4:n Cires in Ktchn & Cndctr Sz GFlWire Sz�w QCU or�AL Sz ya Q CU orDAL rc ya QCU or 0c ` pa QCU or AL Neutral No iser Cndctrs & ain Dscnnct o ors-Mech Eqp s Closet LtShwr Lt -Spa Lt moke Detector 's Htr; Vent-Acc-Cmbstn Air Baffle Wtr ipe; Test & Anchr-Nail Prtctn ; Test Fittings & Anchr. Nail Prtctn _3 -9 -on O C- -Pan; Test, First fir -Tub Ace Test Tuti & Shwr, 2nd fir - Tub Ace 58 Gas Pipe;-Sz & Anchrs ' 1- l.l•'o ' A c: Vor"Fir rinkler; Test 6 and Gas.Piping s` DATE IMECHANICAL -Ducts Insults & SupportC t Fan, Exhaust abv Insultn trfldensate Drain & Ovw, Sz & Grade `@S ace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet FAttic Ace & Pltfrm if Furnace in attic & SideLt Prtctn-Landings 67.,Smoke Detector 68 Fu ace Vnts-Clme-Comb, Air-Cnnctr I arage; abv-flr-Ducks-Meth Prtctn doom Exiting GFI & Bath Fxtrs & Tub AccSpa �c Fault c Trim & Subpnl, Breaker Szs &Labels fairs, Gudrd/Handrails jPF Ic or Stove, Cimc-Hearth j4VWOutlets at Wood Pnl, Int & Ext 7 n, Fxtr & Appinc; Gmd-Air-Gap-Cooking Clrnc ec Outlets & Rcptcls at Ktchn Counter Garage Fire Door; Swing -Landing -Closure 79 A uct in Garage -Damper. .40;tr Htr, Vnts-Cimc-Com Air Cnnctr-PRV; abv fir ch Prtctn; LPG Appince Undr House 3' drain .BW Elec & Mech Eqp Listed for Loctn 82/Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insults -Foam -Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 CImc Drnge Planters Q Yes [:)No 87,*cco Brown -Finish •BtT Unit Dscnnct, Elec-Pimb nts abv Roof, Pimb-Appinc-Frplc-Clmc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 F,X glec Trim, GFI Rcptcl-Undrgrnd 92h thru House ass Prtctn 9eections from pr sous Irispctns C I 2 ° as Test -Meters d, Gfs-Elec Wtr & Sewer Cnnctd-CIO to grade -HQ Apprvl ergy Cmpinc Cert -Other Certs ►h�J"�-t�inO( ddress Posted 9 Fire eSprin S r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville,'CA • (530) 538-7541 CORRECTION NOTICE` MC (-9J4NL).-/ x CG- OWNER PERMIT NO. f A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re-inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. OvilAr- �AAG 1400- crRcv1 r ,6,rwrc� will ' Pe-yo rr,- =i tl 25„ � .22( CA/� Date Inspector REV 4/05 Phone # a FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 . COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Cy-\ 06-170 NER J PERMIT NO. A routine inspection indicates that the following violations of Btitte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional ` explanation, please contact the Building Inspector as indicated below. Mw gr Date - -31-07- Inspector `LA& REV 4/05 Phone # y k� FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Mr.LAu(-,t+U d NO O - I `]09 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. 4 totiy FR,,,�rnE iN n LYE- OK 5Y(FPT /-O2 AR D v& I_nL-AjT/o til n O K- To i N s u c. A -r c WALLS Orel LV r a Date �" �� Inspector \'✓� �'��f \ �r`��jL��z REV 4/05 Phone '# FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE - G OWNER V PERMIT NO. A routine inspection indicates that thelfollowing violations of Butte County Ordinances exist at ` s the above address and should be corrected. Please call for re-inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. ; rov ( s�" Under �1 o� n h I i f I Bio l 1 b ,5J_ L-)) -t V- -;s f 1, t' rT Date r7 /Dfp Inspector -T6i f REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 - COUNTY OF BUTTE BUILDING DIVISION hp DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA * (530) 538-7541 CORRECTION NOTICE 6 OWNER P'E9M1TNb_-'.. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. . -.�w � i�n I Date L/ REV 4/05 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061709 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. I LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Dale: Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Stale License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the propirty, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am EExem,�ptt under Article f e Business and Professions Code Date:9-�-66 Owner: WORKERS' CO PENSATION DE LARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: - -loo fv Applicant: WARNING:' Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. - - CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: Issued Date: 09/06/2006 APN: 063-180-020-000 Site Address: 4727 CHRISTINA DR FRN Map Index: Description: NSF (3166) GAR (378) Owner: MCLAUGHLIN, JOHN PO BOX 52 FOREST RANCH, CA 95942 530-342-5359 Applicant: MCLAUGHLIN, JOHN PO BOX 52 FOREST RANCH, CA' 95942 530-342-5359 Contractor: License #: Architect: Engineer: Total Square Ft: 3544 S.F. Valuation: $214,862.00 Census Code: T I gCV.0 1 q )-(6,ra - (C-, 00 G0(o.2c� *9coIIgq C�_ (0_o This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions tondo work indicated above fpr which fees have been paid. PERMIT EXPIRES ON: Date:�l7 ❑ I hereby certify that the use of this facility shall comply with Sections 25505,25533, and 25534 of the California Health and Safety Code, which regulate the storage,• handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owne the duly authorized agent of the owner. I agree to comply with all couflLy and state laws relating to building construction. I acknowledge it is unlawful to alter the substanc y fficial f or docrrnt of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purp s s,� Print Name: .1 {1.L, , L� ( r ( 1- (L A f I r, [A , Slgnature,� � �� Date Er -owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01.16-04 pg 1 INTER -DEPARTMENTAL NfEMORANDbw 0 � _ ! 71 TO: DING DIVISION, OROVILLE FROM: HEALTH, CIECO RELEASE ENV. HEALTH HOLD ON BUILDING 'MAL F0I: OWNER N- G, (9' _ WELL: t/ IZ- AP#: 3-.Z Oo?o ADDRESS/LOCATION: g -d irlumos/eef easemoim F1 Apr-13. 2007 3:08PM MEEKS CHICO ,J No -2539 P 2 CertainTeed E InsulSafe®4 Premium Blowing Wool Builders Statement - Homeowner Name /Job its me s^ Home Address Installer/Contractor (sig Company Name to Builder (sign) Company Name Oats Inspected By (slgn It required) Date R -VALUE 140. OF BAO S PEA MAXIMUM 1,000 SO. FT. NET AREA NET COVERAGE MINIMUM INITIAL INSTALLED WEIGHT TNICKNESS MINIMUM SETTLED TINCKNESS To obte n a Contents d Dap Thermal Resistance No. 01 Base enured not emr of: mon than: (sq• t) welght pet a4 It of installed insulation should rat be 0036 than: (I -&q. h) Should trot be tura than' (in.) ShoLM not be Iess than (h.) 80 36.5 27 0.988 22oo 22.00 48 29.8 34 Ohm 18.50 18.50 44 26.4 38 0.712 16.75 16.15 38 22.8 44 0.615 14.75 14.75 30 18A 56 0.485 I. 12.06 1200 26 15.5 85 0.418 1050 10.50 22 13.1 77 0.353 9.00 8.00 19 11.1 90 0.301 7.75 7.75 13 7.7 128 0209 5.50 5.50 11 6.6 151 0.179 4.75. 4.75 R -VALUE THICKNESS AREA (S0. FT.) tnsulSete 4 (►7 BAGS USED BATTSMOLLS (✓) CEILINGS ss r� WALLS FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft, of net area for' each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. It. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown Insulations or the thermal claims wig become invalid. • Initial installed thickness testing per ASTM C 1374 using Unisul VoluMatic III; 3rd gear; 16 -inch gate opening; 150 -ft. x 3-1/2 Inch -diameter internally corrugated blowing hose. R -Values are determined in accordance with ASTM C 687 and C 518. Complies with ASTM C 764 as Type 1 insulation. "R" means resistance to heat flow. The higher the R -Value, the greater the Insulating power. To get the desired Ft -Value, 4 is essential that the insulation is installed property. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, 000 NOT INSULATE ON TOP OR wrrmN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE 1C LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. r` 30-24.233 lnsulSate4M Builoets Statemerd A SairlhGooain Company 02005 CertainTeed Corporation 11/05 a C7 i 4 Date:/1-h4,)0 ? Job #: CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING'(Page 1 of 8) CF -4R Project Address i (} / C�fii-t S('I fu✓a- L �Op' S f'tgo uilder or Installer Name Builder or Installer Contact A Telephone Plan/Permit (Additions or Alterations) Number HERS Rater Telephone Mery Martin (530) 894-8466 Sample G oup Number • �r .. Compliance Method (Prescriptive) Fan Flow: Calculated (Nominal: ✓ m Cooling ✓ El Heating) or ✓ ❑ Measured Climate Zone 11 Certifying Signature Date Sample House Number FirmEnergy Calculation Services Pass if Leakage Percentage < 6% [ 100 x L -(Line # 1) / 0 (Line # 2)]] HERS Provider CHEERS Street Address: 574 Manzanita Avenue, Suite 9 City/State/Zip: Chico, Ca. 95926 Copies to: BUILDER, HERS PROVIDER AND BUILDING DEPARTMENT HERS RATER COMPLIANCE STATEMENT The house was: ✓ m Tested ✓ ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the house identified on this form complies with the diagnostic tested compliance requirements as checked ✓ on this form. The HERS rater must check and verify that the new distribution system is fully ducted and correct tape is used before a CF -4R may be released on every tested building. The HERS rater must not release the CF -4R until a properly completed and signed CF -6R has been received for the sample and tested buildings. 10 The installer has provided a copy of CF -6R (Installation Certificate). ❑ New ducts are fully ducted (i.e., does not use building cavities as plenums or platform returns in lieu of ducts). ❑ New ducts with cloth backed, rubber adhesive duct tape is installed, mastic and draw bands are used in combination with cloth backed, rubber adhesive duct tape to seal leaks at duct connections.). ✓ m MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Procedures for field verification and diagnostic testing of air distribution systems are available in RACM, Appendix RC4.3. • Duct Diagnostic Leakage Testing Results NEW CONSTRUCTION: Duct Pressurization Test Results (CFM @ 25 Pa) Measured Values I Enter Tested Leakage Flow in CFM: • �r .. 2 Fan Flow: Calculated (Nominal: ✓ m Cooling ✓ El Heating) or ✓ ❑ Measured ✓ ✓ Enter Total Fan Flow in CFM: 3 Pass if Leakage Percentage < 6% [ 100 x L -(Line # 1) / 0 (Line # 2)]] g,4 S Pass ❑Fail ALTERATIONS: Duct System and/or HVAC Equipment Change -Out Enter Tested Leakage Flow in CFM from CF -6R: Pre -Test of Existing Duct System Prior to = 1 4 Duct System Alteration and/or Equipment Change -Out. ' V,1 Enter Tested Leakage Flow in CFM: Final Test of New Duct System or Altered Duct System 5 for Duct System Alteration and/or Equipment Chan e -Out. ' ,F Enter Reduction in Leakage for Altered Duct System [ (Line # 4) Minus (Line # 5)] F - 6 (Only if Applicable) 7 Enter Tested Leakage Flow in CFM to Outside (Only if Applicable) ✓ ✓ Entire New Duct System - Pass if Leakage Percentage < 6% ❑ Pass ❑ Fail 8 100 x Line # 5/ 0 Line # 2)11 TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Equipment Change -Out ✓ ✓ Use one of the following four Test or Verification Standards for compliance: 9 Pass if Leakage Percentage < 15% [100 x [_(Line # 5) / 0 •- (Line # 2)]] ❑ Pass ❑ Fail 10 Pass if Leakage to Outside Percentage < 10% [100 x [(Line # 7) / 0 (Line # 2)1] ❑ Pass ❑ Fail Pass if Leakage Reduction Percentage > 60% [100 x r _(Line # 6) / (Line # 4)]] ❑ Pass ❑ Fail 11 and Verification by Smoke Test and Visual Inspection Pass if Sealing of all Accessible Leaks and Verification by Smoke Test and Visual Inspection ' '' ❑ Pass ❑ Fail Pass if One of Lines # 9 through # 12 pass. ❑ Pass ❑ Fail Residential Compliance Forms December 2005 • is Date: Job #: CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 3 of 8) CF -4R Project Address Location Builder Na e/ / v Builder Contact Telephone Plan Number HERS Rater Telephone Mery Martin (530) 894-8466 Sample G oup Number Date of Verification Compliance Method (Prescriptive) ✓ Climate Zone 11 Certifying SignatureSample //%_�-- I / & / House Number I FirmHERS Energy Calculation Services Provider CHEERS Street Address: 574 Manzanita Avenue, Suite 9 City/State/Zip: Chico, Ca. 95926 Copies to: BUILDER, HERS PROVIDER AND BUILDING DEPARTMENT HERS RATER COMPLIANCE STATEMENT The house was: ✓ 0 Tested ✓ ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the house identified on this form complies with the diagnostic tested compliance requirements as checked on this form. ✓ 0 The installer has provided a copy of CF -6R (Installation Certificate). ✓ D THERMOSTATIC EXPANSION VALVE (TXV) Procedures for field verification of thermostatic expansion valves are available in RACM, Appendix RI. ✓ ❑ REFRIGERANT CHARGE MEASUREMENT Verification for Required RefrijZerant CharRe for Split System Space Cooling Systems without Thermostatic Expansion Valves Outdoor Unit Serial # Location ✓ ✓ Outdoor Unit Model Cooling Capacity Access is provided for inspection. The procedure shall consist of Date of Verification ✓ 0 Yes ❑ No visual verification that the TXV is installed on the system and 0 ❑ installation of the specific equipment shall be verified. Yes is a pass 1 Pass Fail ✓ ❑ REFRIGERANT CHARGE MEASUREMENT Verification for Required RefrijZerant CharRe for Split System Space Cooling Systems without Thermostatic Expansion Valves Outdoor Unit Serial # Location Outdoor Unit Make Outdoor Unit Model Cooling Capacity Btu/hr Date of Verification Date of Refrigerant Gauge Calibration (must be checked monthly) Date of Thermocouple Calibration (must be checked monthly) Standard Charge Measurement (outdoor air dry-bulb 55 °F and above): Note: The system should be installed and charged in accordance with the manufacturer's specifications and installer verification shall be documented on CF -6R before starting this procedure. If outdoor air dry-bulb is below 55 °F rater shall use the Alternative Charge Measure Procedure Procedures for Determining Refrigerant Charge using the Standard Method are available in RACM, Appendix RD2. ✓ ❑ Yes ❑ No A copy of CF -6R (Installation Certificate) has been provided with refrigerant charge measurement documented. Residential Compliance Forms April 2005 Date: Job #: INSTALLATION CERTIFICATE (Page 3 of 12) CF -6R Site Address Permit Number • An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(a). • is HVAC SYSTEMS: Heating Equipment Equip Type (pkg. heat um CEC Certified Mfr. # of Name and Model Identical Number S stems>_CF-IR Efficiency t (AFUE, etc.) value) Duct Location attic, etc.) Duct or Piping R -value Heating Load Btu/hr Heating Capacity Btu/hr Cooling Capacity Btu/hr (pkg. � Cooling Equipment Equip Type heat um CEC Certified Mfr. Name and Model Number # of Identical S stems>_CF-1R Efficiency ' (SEER or EER) value) Duct Location attic, etc.) Duct R -value Cooling Load Btu/hr Cooling Capacity Btu/hr (pkg. � 1. > symbol reads greater than or equal to what is indicated on the CF -IR value. Include both SEER and EER if compliance credit for high EER air conditioner is claimed. ✓ [ElI I, the undersigned, verify that equipment listed above is: 1) is the actual equipment installed, 2) equivalent to or more efficient than that specified in the certificate of compliance (Foran CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings, and 3) equipment that meets or exceeds the appropriate requirements for matured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Installing Subcontrac r �'wner . ame) OR General tlContractor (Co. N e) 4 Signature: B / Date: Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 Date: Job #: I INSTALLATION CERTIFICATE (Page 4 of 12) CF -6R Site Address Permit Number • INSTALLER COMPLIANCE STATEMENT FOR DUCT LEAKAGE • INSTALLER COMPLIANCE STATEMENT The building was: ✓ ❑Tested at Final ✓ ❑ Tested at Rough -in INSTALLER VISUAL INSPECTION AT FINAL CONSTRUCTION STAGE FOR NEW DUCTS: ❑ Remove at least one supply and one return register, and verify that the spaces between the register boot and the interior finishing wall are properly sealed. ❑ If the house rough -in duct leakage test was conducted without an air handler installed, inspect the connection points between the air handler and the supply and return plenums to verify that the connection points are properly sealed. ❑ Inspect all joints to ensure that no cloth backed rubber adhesive duct tape is used on new ducts. ✓ D DUCT LEAKAGE REDUCTION Procedures for veld verification and diaonIn it 10CH.0 nr,.:. NEW CONSTRUCTION: "'r,uvuuuacr ca'"g_1V1, li endhRi-4.s Duct Pressurization Test Results (CFM @ 25 Pa) Measured ' Values 1 Enter Tested Leakage Flow in CFM: ✓ Fan Flow: Calculated (Nominal: ✓ ❑ Cooling ✓ ❑ Heating) or ✓ ❑ Measured 2 If Fan Flow is Calculated as 400 cfm/ton x number of tons or as 21.7 cfin/(kBtu/hr) x Heating Capacity in Thousands of Btu/hr, enter total calculated or measured fan flow in CFM here: ✓ ✓ 3 Pass if Leakage Percentage < 6% for Final or < 4% at Rough -in without air handle: 100 x Line # 1 / Line # 2 �j ��' M -Pass ❑ Fail ALTERATIONS: Duct System and/or HVAC Equipment Change -Out 4 Enter Tested Leakage Flow in CFM from Pre -Test of Existing Duct System Prior to Duct System Alteration and/or Equipment Change -Out. 1' Enter Tested Leakage Flow in CFM from Final Test of New Duct System or Altered Duct 5 System for Duct System Alteration and/or Equipment Chan a -Out. t- ' Enter Reduction in Leakage for Altered Duct System - 6 Line # 4 Minus Line # 5 —(Only if Applicable) 7 Enter Tested Leakage Flow in CFM to Outside (Only if Applicable) V/ Entire New Duct System - Pass if Leakage Percentage < 6% for Final. 8 100 x Line # 5 / Line # 2 ❑ Pass ❑ Fail TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Equipment Change- ✓ Out Use one of the following four Test or Verification Standards for compliance: ✓ 9 Pass if Leakage Percentage < 15% [100 x [ (Line # 5) / (Line # 2)]] ❑ Pass ❑ Fail 10 Pass if Leakage to Outside Percentage < 10% [ 100 x L-- (Line # 7) / (Line # 2)]] ❑ Pass ❑ Fail 11 Pass if Leakage Reduction Percentage > 60% [100 x [(Line # 6) / (Line # 4)]] and Verification by Smoke Test and Visual Inspection ❑ Pass ❑ Fail 12 Pass if Sealing of all Accessible Leaks and Verification by Smoke Test and Visual Inspection I -Ai' ' ❑ Pass ❑ Fail Pass if One of Lines # 9 through # 12 ass;'", n . = ❑ Pass ❑ Fail ui, me undersigned, verity that the above diagnostic test results were performed in conformance with the requirements for compliance credit. I, the undersigned, also certify that the newly installed or retrofit Air -Distribution System Ducts, Plenums and Fans comply with Mandatory requirements specified in Section 150 (m) of the 2005 Building Energy Efficiency standards. Installing S7!�*P Na ) OR General Contractor (Co. ame) OR Owner 717 /—t'I ( �ir C, , fLL�t, A_ 2 A n / Date: --, 2 Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms December Date: Job #: INSTALLATION CERTIFICATE (Page 5 of 12) CF -6R Site Address Permit Number ✓ ❑( THERMOSTATIC EXPANSION VALVE (TXV) Procedures for field verification of thermostatic expansion valves are available in RA CM, Appendix RI. Access is provided for inspection. The procedure shall consist of visual verification that the TXV is installed on ✓ © Yes ❑ No the system and installation of the specific equipment ❑ shall be verified. Yes is a pass I Pass I Fail ✓ ❑ REFRIGERANT CHARGE MEASUREMENT Verification for Required Refrigerant Charge and Adequate Airflow for Split System Space Cooling Systems without Tharmnatntir. F.xnnn6nn ValvPc Outdoor Unit Serial # Location Return (evaporator entering) air dry-bulb temperature (Tretum, db) Outdoor Unit Make OF Outdoor Unit Model Cooling Capacity Evaporator saturation temperature (Tevaporator, sat) Btu/hr Date of Verification Suction line temperature (Tsuction, db) Date of Refrigerant Gauge Calibration OF (must be checked monthly) Date of Thermocouple Calibration �F (must be checked monthly) • Standard Charge Measurement Procedure (outdoor air dry-bulb 55°F and above): Procedures for Determining Refrigerant Charge using the Standard Method are available in RACM, Appendix RD2. Note: The system should be installed and charged in accordance with the manufacturer's specifications before starting this procedure. • Measured Tem eratures Supply (evaporator leaving) air dry-bulb temperature (Tsupply, db) OF Return (evaporator entering) air dry-bulb temperature (Tretum, db) OF Return (evaporator entering) air wet -bulb temperature (Treturn, wb) OF Evaporator saturation temperature (Tevaporator, sat) �F Suction line temperature (Tsuction, db) OF Condenser (entering) air dry-bulb temperature (Tcondenser, db) �F Superheat Charee Method Calculations for Refriizerant Charge Actual Superheat = Tsuction, db — Tevaporator, sat OF Target Superheat (from Table RD -2) OF Actual Superheat — Target Superheat (System passes if between -5 and +5°F) OF Temperature Split Method Calculations for Adequate Airflow. .Cnlit Mnthnd ('nlrvintifm is not )1nrnccnry if.4do1vinty Airflnw rredit i.c tnlcan Actual Temperature Split = T return, db Tsupply, db OF Target Temperature Split (from Table RD3) OF Actual Temperature Split Target Temperature Split (System passes if between - of 3°F and +3°F or, upon remeasurement, if between -3°F and -100°F Residential Compliance Forms April 2005 s BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061709 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. I LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Date: Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions- Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of J sale.). �1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 aim EExemptt under Article f e Business and Professions Code Date: 9-,S-66 Owner: WORKERS' CO PENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the LabOr Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Policy #: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: — — BOO fo Applicant: WARNI G: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. Issued Date: 09/06/2006 APN: 063-180-020-000 Site Address: 4727 CHRISTINA DR FRN Map Index: . Description: NSF (3166) GAR (378) Owner: MCLAUGHLIN, JOHN PO BOX 52 FOREST RANCH, CA 95942 530-342-5359 Applicant: MCLAUGHLIN, JOHN PO BOX 52 FOREST RANCH, CA 95942 530-342-5359 Contractor: License #: Architect: Engineer: Total Square Ft: 3544 S.F. Valuation: $214,862.00 Census Code: -�lyq$.OA �3[a.20 *9G1 1qq q- C0-06 CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do work indicated above f r which fees have been paid. B performance of the work for which this permit is issued (Sec 3097 Civ.) Name: Y. ]Date: _I RMIT EXP RES ON: PE : - an" orl Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,• handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the ownepla the duly authorized agent of the owner. I agree to comply with all couAty and state laws relating to building construction. I acknowledge it is unlawful to alter the suA (ficial f or dock nt of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection� Print Name: t) C4 L4 f� t yA Signature i ` Date: 0"Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION /U\lJp 1 bt AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BP OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last NameL first Name 0 Address O O 5 z City F -o r eS t qtr State zip Phone 3 X :Z _ S 3 5 p 1� Fax E-mail _&e1: «1�1C� J APPLICANT INFORMATION CONTRACTOR Name nw B M e� Address 2-2-3( St eo r e- lane, #%O City h r•Ld State Zip Phone G S ^ Q� g g / Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name B M e� Address 2-2-3( St eo r e- lane, #%O City h r•Ld State Gti I Zp C75 1?Z6 Phone G S ^ Q� g g / Fax E-mail State License Number APPLICANT INFORMATION Name ML Lac4 Address n, ao s2 City r L Q„G State CA Zp 959112, 7 Phone ` .9 Fax E-mail office use only: Zoning Flood Zone SRA Y ° No Occ. Type Const. Subdivision Name Map Book Page I L t# Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 0 PROJECT LOCATION AP# 06 3 — l 20 — O e -z o Property Address lign Chi � r r v Cit re6f R6,KCJ Cross Street T rDl_e6 Ctn WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. ENDING AGENCY Name /L' .L,j� Gt rttf- 60W1Mrtv1, QA Address qoa MGn ct rau v e 95gz(0 Description or Scope of Work: Sin e vvs , 1 Re -'s r dC e v1 C-1— Sq FT- Living 3 i 6 6 �” Garage 3 79 Open Coy ❑ . Structure Built vri its O Proposed Change pancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of applicaU`on. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. I Receive by: Amount: � 3'G � Bldg 4�� • 9 � S� Receipt #: � ,1 Sheriff Y�56 SMTP Date: �1 I1� �C� Other I V . Total f 3 REV 8-12-05 I SUBMITTAL & PERMIT REQUIREMENTS. The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK Cr 1. , Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! EE( 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Ca' 3. Engineered truss details and layouts in duplicate (if required). No faxes! Ca" 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate 4' i•`' ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site'plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees -for work plan checked avid other department costs are not refundable. OVER FOR BUILDING PERMITAPPLICATION KAFORMSSUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2of 3 REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SER -VICES -BUILDING DIVISION' 7 County Center Drive, Oroville, CA .95965 Phone (530)539-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER ZO "J • �� G� v Proposed Building Use: _ Permit Technician: Date: G Items required in order to apply fo ,permit. All boxes MUST be checked OR marked NA in order t apply. ` 0:91. Site plans, 3 or 4 sets, signed by the preparer of the plans. 03 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. -0 4. Engineered truss details and layouts in duplicate. No faxes! Cl 5. Letter from Engineer or Architect for truss design review. "M 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11 Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other niFa4 s needed to issue the permit. (May require additional plan review upon receipt of the following items.) nitation and site plan approval from th Epvironmental Health Department in ❑ Chico ❑ Oroville, as applicable eSprinklers..................................•....................................................... ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ l� 1A, Erosion Control Plan Required........................................................................ I Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ _ ❑ / 21. Site plan and business license approval from the CJJ'ty of Biggs........�hec:4 22. California Department of Forestry Ian approvah�7 paid. S... / l 23. Planning approval for (A) Use: � (B) Parking: (C) Parce,L.... ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 4 26. NPDES Form ...•.......................................................................................... 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carr))'er and Policy Number............ I ............................. 30. Owner -Builder Verification +/ Given to owner, _Mailed to owner) ..................... o / 31. Letter of Signature authorization................................................................... ❑ C2 ecorded copy of Agricultural Acknowledgment Statement ................................. O lv 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction........................................................:.................................. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or -MCO ......................... ❑ 36. Other: ❑ 37. Other: •' When issued Telephone -�' and hold for pickup. I have been,,iriiorm�e,d of the above iterfs and requirements for obtaining a building permit. Applicant: (/,---Z// Date: :2-/ %- ZOO6 1. Index it policfor the a ove i ems numbered: r L Plan Check Letter 2. Additional items required Contractor, -designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner was advised of the above data by ❑ phone, ❑ mail, 0 counter, bDv Date: Contractor, designe w advised of the abo e d to by ❑ phone, ❑ mail, ❑ Date: Plans reviewed by: Date: 0/1Plans approved by: Date: lScc tO Structural reviewed 13y_ -.-Date: Structural approved by: Date: Note transfer by: Date: r Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 E.H. USE pN�v L 9 Plot Plan Attached /r /O Floor Plan AtladhedT-- Sent to 8D/DS / TO: Building Division — Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance 4111 lWejr ,4/Ay /0-r-/iSrr��1 Owner Location AP# Plan Approved for: Sewage Disposal: Clearance for dwelling. Other Hold final for: Fina c earance 0'. K. for: NOTE: Environmental Health Specialist Building Clearance 9/2005 Water Supply: Public Private Well '� r. - D to BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 vvww.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE —RESIDENTIAL Owner MCLAUGHLIN, JOHN APN No: 063-180-020 Permit Type: Subtype: 1W App Date: 7/17/2006 Permit No: BP 06-1709 Permit Desc: 1W 1 2 3 4 5 6 7 7a 8 9 10 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $3,232.66 Plan Check portion of Permit Fee $1,293.06 $1,939.60 Balance of Building Permit Fee FEMAYes Flood Elevation Review $109.98 0 SRA* X Yes Fire Plan Check - Non -Refundable $95.00 $95.00 (State Responsibility Area) Building Inspection $109.98 $109.98 1 $204.98 NON-REFUNDABLE portion of fees due at application 1,_388.06RECEIPT D TE Tech s t FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $1,498.04 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 20 -W _I Balance of Building Permit Fees (from No. 1 above) $1,939.60-�' SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) $21.49 Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwelling Applications After 04/15/06 a SFD MH County 1 4249.11 3183.54 3238.72 Chico Urban Area 6146.23 4538.82 5648.44 EI Medio Fire District 3249.97 2385.76 2422.68 North Chico Specific Plan 772 Little Chico Creek $9,088 773 Big Chico Creek SR -1, SR -3, SR-1/PD 8801.091 7395.04r 8486.40 °c R-1 8897.09 7491.04 8582.40 R-2 1 8390.091 6984.041 8075.40 R-3 1 7604.091 6198.04 7289.4( Processing Fee is automatically added to impact fee total 1 $100.00 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# $200.00 DRAINAGE FEES* CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,997 771 Comanche Creek $8,341 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $9,088 773 Big Chico Creek $6,776 774 Lindo Channel $8,267 775 SUDAD Ditch $7,211 776 Mud -Sycamore Creek $6,275 777 PV Ditch $8,893 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. -)w )� /RECEIPT DATE Tech/Asst $4,349.11 RECEIPT DATE Tech/Asst PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* Chico Unified School District 062 12a RECREATION DISTRICT FEES* At the time of permit a is tion I, was advised above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applican ( Date: Pursuant to mm nt ecti n 660 t are h y notified those Items followed by an "* may have been imposed on your project. You have 90 days from the of approv he porject orfrom a Impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment ode Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District K (61W &-kA tt-1�16 Building Departm t No. L J A.P. Number �)Qa -J� 020 Jurisdiction: City County Property Owner Mc ` o (W,k a Property Location/Address J hr j ��in�. �Ye_ For kA- R a n+ , CA Subdivision Lot No. Residential Development Q Q Q Sq. Footager,�I(ncn t. No of Living_. Mobile Home� � T. , ; ,Addition/ ` "Supplemental to Zees (Group R) Units Installation Conversiori nit # ........................................................................................ •(No foundation inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 0 New Addition District Identification No. a90 /15- 9 0,asl) _ School District certifies that (Street (City) _ f has complied with the requirements of Resolution No. ti r representing square feet. School District Representative Paid by Check # Remarks: Sq. Footage (Including Exterior � C[(� Roofed Areas) S - lJ V e Date (Applicant) 61 )_ 3 - 5"35' % (Phone Number) . - (Zip Code):_ by payment of $ $� s B zees s ULL MITIGATION f Date Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date hes are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee CertMcation Form, On School District is notified by the applicable Local Planning Agency that this project Is being revlswsd under the CalHornia Environmental Quality Act (CEQA), this project may be subject to additional school hes to fitly Mtlgata Its Irnpact on the school dlstrlct's schools. White (school district), Yellow (building department), Pink (applicant)_ �formids (305W , REHS SITE PIAN REVIEW APPLICATION -�5:?-=0G AP# a( 3- Igo Date. Permit Number (i€ applicable) APPLICANT INFORMATION i Owners Name: L Bio Dumber Parcel Size: I Owners Address: O� a ° y f� kN L/ ck Telephone No.:3 L—A-1` '—J ` Site Address: ^4a Proposed Use: Zone: +^ n Residential GP: 54 New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home BUTTE ❑ Residential Accessory CCYr NTY ❑ Permanent Second Dwelling LP Xj L 20vl ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer DEIMI ,PNIENIT ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑Well ]eptic Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Other: Brief Explanation/Issue: i - DEVELOPMENT SERVICES INFORMATION (For Staff Use) Appr ed Conditionally Approved Resolve Problems Prior to Approval 'Resolved By Date I 1 2006 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: o Flood Zone: X e Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: ✓l General Plana: [z012 Applicable Building Setbacks: ❑ -Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 2006 Zoning Code Streets -&-Highways— Fire- Prevention-- -Subdivision-Map Front I° Side to Side Streeter r Rear Height Waterway N/A N/A N/A ❑ -Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 2006 Parcel Created By: Deeds: Date of Creation: Legal Access Provided: Deed of Reference: Legal Access Required. Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:[:] No ❑ Yes Comments: -❑ No . ❑ Yes ❑ No ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtaina Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements it Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: % 4 Page: • /0 3 2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDINGjk PLANNING July 26, 2006 John R. McLaughlin P.O. Box 52 Forest Ranch, CA 95942 Subject: Environmental Health Permit Dear Applicant/Representative: The Butte County Department of submitted permit application, and review: Septic Services, Planning Division, has reviewed the following information in order to continue the ❑ Creation Deed ❑ Site Plan Resubmit — Follow Requirements ❑ Erosion Control Plan ❑ Setback Conformance ❑ Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ❑ Side Yard ❑ Subdivision Map Note ❑ Rear Yard ❑ Off -Street Parking; Development S dards ® Special Setback or Parcel Limitation ❑ Parking for Specified Use I❑ Federal Aid Road/Arterial ❑ Lot & Landscaping Re uiremen ❑ Easement ® Oak Tree Plan ® Subdivision Map Condition/Note ❑ SRA Setback* I ❑North Chico Specific Plan — Erosion Control ® Fire Sprinklers* I ❑ Notification Only — No Action Required ® Other: Please review the `Notes' on the included sheet. * Fire sprinklers, and the SRA notification is for informational The requested information, or be given some brief directio submitted or returned to the between the hours of 8:00 a.m appropriate Department/Divisi Si a ely Chris Tolley Associate Planner Cc. are not requirements for the Planning Division approval, and this however it may be required for the issuance of a building permit. tification, is described on the included hand-outs. You will also on the following page, of how the information should be :ounty. Should you have further questions please contact me and 4:00 p.m. Monday through Friday at (530) 538-7603, or the a identified in the hand-out. " ul'� "� �A NOTES: 1. THIS SHEET SHOWS ADDITIONAL INFORMATION, IS FOR ADDITIONAL INFORMATION ONLY, DESCRIBING CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST.- 2. NTEREST.2. DUST GENERATED BY THE DEVELOPMENT ACTIVITIES SHALL BE KEPT TO A MINIMUM WITH A GOAL OF RETAINING DUST ON THE SITE. FOLLOW THE DUST CONTROL MEASURES LISTED BELOW: A. DURING CLEARING, GRADING, EARTH MOVING, EXCAVATION, OR TRANSPORTATION OF CUT OR FILL MATERIALS, WATER TRUCKS OR SPRINKLER SYSTEMS ARE TO BE USED TO -PREVENT DUST FROM LEAVING THE SITE AND TO CREATE A CRUST AFTER EACH DAYS ACTIVITIES CEASE. B. DURING CONSTRUCTION, WATER TRUCKS OR SPRINKLER SYSTEMS SHALL BE USED TO KEEP All AREAS OF VEHICLE MOVEMENT DAMP ENOUGH TO PREVENT DUST FROM LEAVING THE SITE. AT A MINIMUM THIS WOULD INCLUDE WETTING DOWN SUCH AREAS IN THE LATER MORNING AND AFTER WORK IS COMPLETED FOR THE DAY AND WHENEVER WIND EXCEEDS 15 MILES PER HOUR. C. SOIL STOCKPILED FOR MORE THAN TWO DAYS SHALL BE COVERED, KEPT MOIST, OR TREATED WITH SOIL BINDERS TO PREVENT DUST GENERATION. '3�A PLAN PREPARED BY A CERTIFIED ARBORIST, BOTANIST OR LANDSCAPE ARCHITECT THAT SHOWS THE EXISTING ON—SITE MATURE OAK TREES, .LOCATED IN ANY AREA PROPOSED FOR BUILDINGS AND VEHICULAR ACCESS, AND PROVIDES FOR METHODS TO PROTECT THE TREES IDENTIFIED TO BE PRESERVED, SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE PLANNING DIVISION PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND/OR PRIOR TO GRADING OR VEGETATION REMOVAL. THE REMOVAL OF MATURE OAK TREES SHALL BE MINIMIZED, WHERE POSSIBLE. A MATURE TREE SHALL BE IDENTIFIED AS A TREE WITH A TRUNK MEASURING 4 INCHES IN DIAMETER, 4 FEET FROM GROUND LEVEL. MATURE OAK TREES REMOVED SHALL K REPLACED ON A 3—TO-1 RATIO, UTILIZING EXISTING OAK TREE STOCK. EACH OAK TREE TO BE PRESERVED SHALL BE SURROUNDED BY A CIRCULAR ZONE (MINIMUM 40—FOOT RADIUS) IDENTIFIED BY AN ORANGE FENCE, DURING CONSTRUG11ON ACTIVITIES_ NO VEGETATION REMOVAL, SOIL DISTURBANCE, OR OTHER DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN THE FENCED AREA - 9_4..) FOR AREAS OTHER THAN RESIDENTIAL AREAS SHALL BE LIMITED TO A MAXIMUM OF FIVE (5) WIRE STRANDS. THE LOWEST STRAND SHALL BE AT LEAST SIXTEEN (16) INCHES ABOVE THE GROUND AND THE UPPER / STRAND SHALL BE NO HIGHER THAN FORTY—EIGHT (48) INCHES ABOVE THE GROUND.. 5. AT THE TIME OF BUILDING PERMIT APPLICATION, PAY THE APPLICABLE DEER HERD IMPACT FEES) CURRENTLY IN EFFECT. 6. SHOULD GRADING ACTIVITIES REVEAL THE PRESENCE OF CULTURAL RESOURCES (I..E., ARTIFACT CONCENTRATIONS, INCLUDING ARROWHEADS AND STONE TOOLS OR CHIPPING DEBRIS; CANS, GLASS, ETC:; STRUCTURAL REMAINS, HUMAN SKELETAL REMAINS), WORK WITHIN 50 FEET OF THE FIND SHALL CEASE IMMEDIATELY UNTIL A QUALIFIED PROFESSIONAL ARCHAEOLOGIST CAN BE CONSULTED TO EVALUATE THE REMAINS AND IMPLEMENT APPROPRIATE MITIGATION PROCEDURES. SHOULD HUMAN SKELETAL REMAINS BE ENCOUNTERED, STATE LAW REQUIRES IMMEDIATE NOTIFICATION OF THE COUNTY CORONER`.. SHOULD THE COUNTY CORONER DETERMINE THAT SUCH REMAINS ARE IN AN ARCHAEOLOGICAL CONTEXT, THE NATIVE AMERICAN HERITAGE COMMISSION IN SACRAMENTO. SHALL BE NOTIFIED IMMEDIATELY, PURSUANT TO STATE LAW, TO ARRANGE FOR NATIVE AMERICAN PARTICIPATION IN DETERMINING THE DISPOSITION OF SUCH REMAINS. 7. DWELLINGS SHALL NOT BE CONSTRUCTED WITHIN 100 FEET OF THE EDGE OF THE NEAREST TRAVEL LANE ON SR -32 UNLESS A NOISE ANALYSIS IS PERFORMED BY A CERTIFIED NOISE ANALYST AND APPROPRIATE CONSTRUCTION AND NOISE ATTENUATION METHODS ARE INCORPORATED INTO THE DWELLING TO REDUCE INTERIOR NOISE LEVELS TO 45 dB OR LESS. 8. A DEVELOPMENT IMPACT FEE FOR SHERI'FF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS. THE FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT. 9. A DEVELOPMENT IMPACT FEE FOR SCHOOL FACILITIES SHALL BE PAID PRIOR TO ISSUANCE OF BUILDWG PERMITS. THE FEE AMOUNT WOULD BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMITS, 10. NO PUBLIC ENTITY SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE STOP SIGN. IN ACCORDANCE WITH THE CIVIL CODE SECTION 845, MAINTENANCE OF THE ROAD, INCLUDING THE STOP SIGN SHALL BE SHARED BY THOSI`. PROPERTIES WITH A LEGAL INTEREST IN THE PRIVATE RIGHT—OF—WAY OR EASEMENT. �.MR :21%1=THE BUILDING SETBACK FROM THE SIDE AND REAR PROPERTY LINES SHALL BE AT LEAST 30 FEET TO SATISFY PUBLIC RESOURCES CODE 4290 (FIRE SAFETY REGULATIONS). fFIRE SUPPRESSION SPRINKLER SYSTEMS SHALL BE INSTALLED IN ALL NEW RESIDENTIAL STRUCTURES IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TWO FAMILY DWELLINGS AND MOBILE HOMES, NEPA STANDARD 13D, UNLESS A PRESSURIZED COMMUNITY WATER SYSTEM, WITH HYDRANTS THAT MEET FIRE DEPARTMENT SPECIFICATIONS, SERVES THE PARCELS. 13. DEVELOPMENT OF THESE PARCELS MAY REQUIRE PAYMENT INTO THE WATER TENDER FUND. 14. CONSTRUCTION; INSTALLATION OR DEVELOPMENT OF STRUCTURES OR FACILITIES ON THE PARCELS, INCLUDING AS A MINIMUM, DRIVEWAY STANDARDS, BUILDING SETBACKS, AND ADDRESSING, SHALL COMPLY WITH THE LATEST FIRE SAFE REGULATION OF BUTTE COUNTY, PUBLIC RESOURCES CODE 4290, AND ALL OTHER APPLICABLE STATE AND COUNTY CODES, ORDINANCES AND REGULATIONS IN EFFECT AT THE TIM£ OF APPLICATION FOR IMPROVEMENT PERMITS. OWNERS STATFMENr I, JOHN R. McLAUGHUN, as owner of the land shown hereon am the only person whose consent Is necessary to covey sold land and I hereby consent to the preparation and recordation of said map as shown here on. STATE OF CALIFORNIA) COUNTY OF flu>I 1 On this 2'VIR day of -Dece-J- , 20.!?r, before me. the unders'gne , a Notary Public 1, and f« said Stale, per.onally appeared (J personally known to me (or proved an the basis of satisfactory evidence to Ee the pereon(s) rho.a names) Is/are subscribed to the within In.Wment and ackno.ledI to me ethol he/eh./they executed the a his/n«/their aath«i2ea cavaalty(lee) and that by his/her/lhe6 dgna- ture(.) on the ht.trument thep--(e) or the entity upan behalf of which the perso(s) octad, executed this Instrument.9ATNESS my hand,, t-i}--✓r�w. /1 /Jo.d% f—. Print Name, L/s► .- L)&we SW - Notary Public V Commission expires J' 6-0 P County of SURVEYOR S STA TEMENT I, James M. Herrick do hereby state that the Mal parcel map f« John R. McLaughlin was prepared by me or under my direction and is based upon a Feld survey M cont«mane with the requirement. of the Subdivision Map Act and the local ordinance at the request of John R. McLaughlin In MARCH, 2004. 1 hereby stale that the Mal mop substantially conforms to the conditionally approved tentative map, that the survey Is true and complete as shown, that all monuments are of the character and w91 be sal N their correct position within 90 days of the recordation of this map and will be In to enable the survey to be retraced Q,a—a A(. 9,.. •.r 1i.a6.O4 \µ90 . AES M. HERRICK LS 5616 ; Na019 s6ta ec Exp. 9-30-06 Jr�QAO�Icp %�17f- COUNTY SURVFYORS STATEMENT 1, STUART EDELL. Deputy County Surveyor of the County of Butte. State of California, do hereby slate that I how examined this parcel map t« JOHN R. Mc AUGHUN, and it Is substantially the some as appeared on the tentative map and any approved alterations thereof, that all provision. of the Subdivision Map Act of the Stale of California and lord ordinance have. been complied with and I am satisfied that the • map is technically correct. -&,'- a& pled; P*Z— -lx /Jr. 2004 STUART EDELL RCE 29132 QyOf M,� Deputy County Surveyor E p. 3/31/07 .9 County of Bulla �WQ~ _ Ne 19171 � C7YM1 O! yy\ SHEET 1 OF J RECORDERS CER77RCA TF Filed this 17 Ye day of DE CCN AO_a. . 2021, 011L91 gm. In Book 169 of Maps. at Page. 10.11 at the request of NORTHSTAR ENGINEERING. SERIAL NO. 2004 - 76099 By, �N.ari�Gn(. Ol�/19.G1d� CANDACE J. GRUBBS Deputy County Recorder County of Butte PARCEL MAP FOR JOHN R. McLAUGHLIN BEING PARCEL 4 PER MAP BOOK 149, PAGES 34-36, SITUATE IN SECTION 6, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.M. COUNTY OF BUTTE — STATE OF CALIFORNIA NorthStar ENGINEEFM APK 00]-r.O-DIB aW rl,arelee • RAXMd4 • .UnEYOI. 20 acnrA.nae owv2 • o.00. w A vswi 0361 e.s-leas rix (sw) esu-xn� MARCK zoo• +oe no. et52 BOOK 163 PAG6 10 i NOTE: I AN EASEMENT/RGT-OF-WAY N FAVOR OF I PACIFIC TIRLPHONE AND TELEGRAPH COMPANY RECORDED N BOOK 1083, PACE 326 OFFICIAL RECORDS -THE EXACT ROUTE OR LOCATION IS I NOT DEFNED OF RECORD AND MAY OR MAY NOT AFFECT THIS LAND. I I PARCEL 3 149 M 34-36 EASEMENT FOR DIGRESS EGRESS AND PUBLIC 73 TIES 1 PER SK 2004-0022.TJ r — -� I (688DYJTE I I — (SB8.65)MFI 528.47 I I L_, 559.34' L1 I Y� SO1(F41'E 51.67 IHR PARCEL 1 1 EXISTING = LM ACRES CROSS G\ I FOUND 1/2• IROW 228 ACRES NET u� -- --'0-�PIPE Ls PER RI 2811 �I —(s85 2*w c I I I I H I PARCEL 4 93 M 26 nE"Na c MINE PARCEL 2 I L79 ACRES CROSS S L78 ACRES NET I= II FOUND 2• / OPEN NON RPE I (SMIX26•E PER RI OGRESS EGRESS. STORM DRANAR. PUBLIC Jj UT41TY. AND MATER LINE EASEMENT NJ TO BE RESERVED IN DEEDS FOR ILK p BENEFIT OF PARCELS 1-4 /8.-NEIFIT EGRESS. STORM ORAOACE. PUBLIC TY, AND MATER UNE EASEMENT E RESERVED N ORDS FDR THE OF PAROLS 1-4 PARCEL 4 149 M 34-36 . PARCEL 3 2.48 ACRE9 moss = 2.b ACRES NET EXISTING / F WRl FENCE SB614')M.RI T I � MOUNTAIN VILLAGE SUBDIVISION 85 M 16-17 / 1 I I I ( 60' EA..1 AND CUL—. -SAC 1. NGKSS EGRESS AND UTILITY PURPOSES PER SN. 2000-0077880. �— IAGREEMENTIPER. SN. 81. AND 1, 200 D-07819 M 18 A. ROAD NGE OFFERED FOR I DEDICATION IN FEE SIMPLE TO THE COUNTY OF BUTTE PER 1{9 M 34-M I PARCFI. 1 I 149 M 34-36 I I 20' MANAGE, INGRESS AND EGRESS FOR MAINTENANCE / I EAS04W TO BE RESERVED N DEEDS FOR THE BENEFIT OF PARCELS 1-4 I 92277jM,R1 / / I RADIAL • N�88�40�'1B'E 1 5880(YJTE 1769T ----T I SO35O27'W I ^� yy DIGK56 NDKSS. R UNE EASEMENT E PUBLIC 88898'7]'E /I h� TO BE ESE MAZER IDLE EASR TNi TO BE RESERVED L DEEDS FOR THE � BENEFIT O PARCELS 1-4 WELL ATE EASEMENINGRESS. I1 MM THE RIGHT OF NGRENA l� EGRESS FOR MEN MO BE ` p• AND EDS FOR THE ro BE RES[RVF'D N DEEDS FOR THE BENEFIT OF � PARCELS 1-4 P PARCEL 4 2.47 ACRES GROSS A \ 2.74 AIRS NET Q SI SIJ LOCATION MAP, NOT TO SCALE LEGEND • FOUND 5/8• REBAR AND CAP RCE 28998 OR AS NOTED O FOUND 3/4' NON PIPE TAGGED RCC 24MB 0 ' SET 3/4' IRON PIPE TAGGED LS 5616 e CALCULATED PONT NOTHING FOUND OR SET Y INDICATES MEASURED DATA THAT MATCHES RECORD DATA / C INDICATES CALCULATED DATA THAT MATCHES RECORD DATA RI RECORD DATA PER YAP BOON 149. PAGES 34-38 ( ) EMBRACES RECORD -DATA OR CALCULATED AND/OR MEASURED DATA MAT MATCHES RECORD DATA M77\ 1 I 1 ABUTTER'S RIGHTS OEDICATll ro ME STATE OF CALIFORNIA PER 1125 OJL 298 NET TOTAL LOT AREA MINUS ME CUL-DE-SAC UNE TABLE UNE 01RECTION OSTANC[ LIIsoll 4 L2 u CURVE TABU: CURVE RADIUS DELTA LEINGM C zg.w lwx4wCAI C2 CJ 7- G M' now II31mr", n . SCALE: I' = 60' BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS 111E 1KSTERLY UNE OF HIGHWAY 32 EVIOCNCEO BY MONUMENTS SROM HEREON AS TOM. THE BEARING OF SAID LINE BEING SM'SI*OD'W PER RI. PARCEL MAP FOR JOHN R. MCLAUGHLIN BEING PARCEL 4 PER MAP BOOK 149, PAGES 34-36, SITUATE IN SECTION 6, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.M. COUNTY OF BUTTE - STATE OF CALIFORNIA NorthStar ENaNEERNG M OE6.9.1gN DNK • 09m, GN —A ON73 (576) 69J-1— .1 (S10 —1113 PAROL 2004 JOB ND. but BOOK 163 PA46 II <m SCALE: 1" - 60' r ---I I I PARCEL 3 I I - - 149 M 34-36 I I L7T ' 20' Ba 1 I / PARCEL 1 1 V « 2.34 ACRES \A ea ea I \ IJ Ba PARCEL 2/ PARCEL 4 279 ACRES 149 M 34-36 PARCEL 3 248 ACRES Cr ¢ Z F N = U NOTES. I 1. THIS SLEET SNOWS ADDITIONAL INFORMATION. IS FOR ADDITIONAL DIFORMATION ONLY, DESCRIBING COMMONS I AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2 DUST GENERATED BY THE DMOPYENT ACTIVITIES SMALL BE KEPT TO A MINIMUM WIN A GOAL OF RETAINING I DUST ON ME SIM FOLLOW ME MST CONTROL MEASURES LISTED SFO*. A DURING GEARING. GRADING EARN MOVING EXCAVATION, ON TRANSPORTATION OF CIT OR FOL YATMALS. WATER TRUCKS OR SPRINKLER SYSTEMS ME ro BE USED TO PREVENT DUST FROM LEAVING ME SITE I e0' EASEMENT AND CA -DE -SAC FOR WC25S EGRESS I AND UDuY-0015 1. AND 1s PER SN. 2000-00 MAINTENANCE AND 20 4 Ss -30. ROAD FDFt OUNCE 2COEEMENT PER 17 OFFERED TOIL OECKATION AGREEMENT PER SIM. 2C COUNTY 1 N FEE SIMPLE ro THE COUNTY O' BUTTE I PER 149 434-38 AND TO CREATE A CRUST MER EACH DAYS ACTIVITIES CEASE. B. DURING CONSTRUCTION. WATER TRUCKS OR SPRINKLER SYSTEMS SHALL BE USED TO KEEP NI AREAS OF INCLUUOEE WETIIHGNOOWN SUCH AREAS IN THE LATER MORNING AND AFTER WORK IS COMPLETED FOR T GANIP ENOUGH TO PREVENT DUST FROM LEAVING THE SM AT A WMMUM THIS M DAY AND WHENEVER WIND EKCCEDS IS AWIES PER HOUR. C. SOIL STOMPRED FOR MORE MAN TWO DAYS SHALL BE COVERED. KEPT MOST. OR TREATED WITH SOL BIMOENS TO PREVENT DUST GENERATION. I PARCFI. 1 I ?49 M 34-36 >:.iL1TJA PLAN PREPARED BY A CERTIFIED ARBORIST. BOTANIST OR LANDSCAPE ARCHITECT NAT SHOWS ME COSTING ON-SITE MATURE OAK TREES. LOCATED IN ANY AREA PROPOSED FOR BUILDINGS AND VEMMLAR ACCESS, AND PROVIDES FOR METHODS ro PROTECT ME TREES IOITIREU ro BE PRESERVE. SMALL BE SUBMITTED FOR REVIEW AND APPROVAL BY ME PLANNING DIVISION PRIOR ro THE ISSUANCE OF BUILDING PERMITS AND/OI PRIOR TO t IAONG OR VEGETATION REMOVAL THE REMOVAL.OF MATURE OAK MEES SHALL BE YINAEZED. WHERE POSSIBLE A MATURE TREE SHALL BE IDERVIED AS A TREE WITH A TRUNK MEASURING A INCAS IN DIAMETER. 4 FEET FILM OR CRB LEVEL MATURE OAK TREES REMOVED SHALL BE REPLACED ON A }TO -1 RAWL WILLING I I GUSTING OAK TREE STOCK. EACH OAK TREE TO BE PRESERVED WALL BE SURROUNDED BY A CIRCULAR ZONE (MINIMUM 40-FCOT RADIUS IDENTIFEED BY AN ORANGE FENCE DURING CONSTRUCTION ACTIVITIES. NO VEGETATION REMOVAL SOIL Els OR OTHER DEVELOPMENT ACTIVDES 94ALL OCCUR WITHIN ME FENCED AREA. I I TIENT mil FINNING FOR AREAS .. MAN RESIDENTIAL MEAS SILL BE LIMITED TO A MAMMUM OF FIVE (S) WINE I STREAM�= STRANDS ME LOWEST STRAND SMALL BE AT LEAST SIXTEEN (15) NOBS ABOVE THE GROUND AND THE UPPER SMAND SMALL BE NO HIIER THAN FORTY -DIGHT (b) .. ABOVE WE CKCMD. S. AT THE IDE OF BUILDING PERMIT APPLICATION, PAY THE APPLICABLE DEER HERD IMPACT FEE(S) CURRENTLY \ \ �----_--- % - IN EFFECT. \ ZO BSL ----- / _ I -1 / , e. WOULD GRADING ACTING A REVEAL 111E PRESENCE TO MINRAL RESOURCES (.E. ARTIFACT I ) / STRUCTURAL REM INCLUDING ARROWHEADS AND STONE TOOLS ON 50FEECHIPPING DEEDS GMS. ALL C CTC.: SIRUCNRM REMAINS HUMAN SKELETAL REMAINS). WORK WITH SO FEET of THE FIND SHALL CEASE IMMEDIATELY UNIT. A MULM040 PROFESSIONAL ARCHAEOLOGIST CAN BE CONSULTED TO EVALUATE THE HUMANS AND CLAW REE APPROPRUTE MITOMC PROCEDURES SNORE HUMAN .(FETAL REMAINS T ENCOUNTERED. L --L- \ STATE LAW THAT SUCH REMAINS ARE I AN C THE COUNTY GORIER..MORD THE COUNTY CONONFR DONIMIS IE MAT SUI RFIMAWS ARE W AN ARONAEOLOCGL CONTENT. THE NATIVE AMERICAN HERITAGE COLMMb.DN w SACRAMENTO SHALL BE NOTIFIED IMMEDIATELY. PURSUANT TO STATE LAW. ro ARRANGE FON / NATIVE AMERICAN PARTIMATION W DETERMINING ME OSPVSTION OF SICU REMAINS /PROPOSED WELL 1 / \\y _- ']bOWELLDNCs SMALL NOT BE CONSliNC1ED MDW IOD FEET OF THE EDGE O' THE NEAREST MAVEL UNE ON SITE / (, CONSIRMUCTTON AND ANOSE ATTENUATION MODS 13 PERFORMED BY INCORPORATED INTO THE DWELLING TO REDUCE INTERIM \I �` Mpg LEVELS ro 45 ®I LESS ' /// B. A DEVELOPMENT IMPACT FEE FORUT $MOUTY FACUTIES SMALL PAC PURSUANT ro THE PROVISIONS OF NAPIER 3 THE BUTTE COUNTY CIE. PRIM ISSUANCE DE 0 S THE FEE / /•A`(\, '(\ /PARCEL 4 / /,11` BE MI A IC ON FOR THE BUILDING AYOANT CULL BE DETERMINED AND CALCULATED AS O' THE DALE O' ApgUGTII FOR ME BEARDING PER10T. 9. A DEKLOPMENT IMPACT FEE FOR SCHOOL FACILITES STALL BE PAD PRIOR TO ISSUANCE OF BUILDING PERMITS WE FEE AMOUNT WORD BE DETERMINED AND CALCULATED AS O' THE DATE O' APPLICATION FI ME BUILDER PERMITS. 243 ACRES - / MK \ ` I / / / / fo A AJ / 10. NO PUBUC ENTITY SMALL BE RESPONSIBLE FOR ME YAINTENARCE OF THE STOP SIGN. IN ACCORDANCE WITH THE CML GONE SECTION 815• MANTERAHCE OF THE ROAD. INQUONG THE STOP SON SHALL BE SHARED BY .¢NOOSE PROPERTIES WIN A LEM INTEREST IN ME PRIVATE RIIT-OF-WAY OR EASEMENT. OS::l ME BVIDING SETBACK FROM THE SIDE AND REM PROPERTY LINES SHALL RE AT LEAST 30 FEET TO SATISFY RIBUC RESOURCES CODE 4390 (FIRE SAFETY REMLATIONS} 12ZFTp[ SWPRESSOI SPRINIOFR SYSTEMS SMALL BE INSTALLED W AL NEN RE90EN R.LL SIRUCTWES w ACCMOAIN WITH NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR THE INSTALLATION OF SPRINKLER /y9999"""" /I • 1�I �3� D SYSlEY4 IN ONE AND TWO FAMILY OWIIIDMM AND MCIRE HOMES, NEPA STANDARD 13M UNLESS A PRESSURIZED COMMUNITY WATER SYSTEM. WITH HYDRANTS MAT MEET FIRE DEPARTMENT SPEOFICATIS. SERVES NE PARGEM 13. OEVLOPYONT OF TOM PARCELS MAY REWIRE PAYMENT INTO ME WATER TENDER FUND. 14. CONSTRUCTION• INSTALLATION OR DEVELOPMENT OF STRUCTURES ON FACILITIES ON ME PARCELS. INCLUDOC AS A YINIYUY, DRIVEWAY STANDARDS, BUILDING SMACKS AND ADDRESSING. STALL COMPLY WIN THE LATEST FIRE SAFE REGULATION OF BUTTE COUNTY, PUBLIC RESOURCES CODE 4390. AND ALL ON FR APPLICABLE STATE `A AND COUNTY CODES ORWIARCES AIB REGULATIONS IN EFFECT AT ME TME OF APPLICATION FOR IMPROVEMENT PERMITS. z5 Ba / LEGEND ADDITIONAL INFORMATION SHEET 1 • FOUND 5/B- REBAR AND CAP RCC 38998 OR AS NOTED PARCEL MAP FOUND 3/4- CION PIPE TAGCED RTL 34018 FOR O SET 3/4• HILI WE TAGGED LS W1e , JOHN R. McIAUGHLIN CALCULATED PONT NOTHING FOUND OR SET . INDICATES MEASURED DATA MAT MATCHES RECORD DATA BEING PARCEL 4 PER MAP BOOK 149, C INDICATES CALCULATED DATA MAT MATCHES RECORD DATA PAGES 34-36 SITUATE IN SECTION 6 / \ / RI RECORD DATA PER MAP 80CK 148. PAGES N -3e EMBRACES RECORDDRD ATA OR CALCULATED MD/OR - - MEASURED DATA MAT MATCHES RECODATA Ba BUILDING SETBACK LANE I I / LSSA LEACH FTFD FREE SETBACK AREA MOUNTAIN VILLAGE SUBDIVISION L7 I / ® COSTING WELL BS M 16-17 \ \ / . SNFET 3 O' 3 TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.M. COUNTY OF BUTTE — STATE OF CALIFORNIA NorthStar PIR3 �F/�1 �I�I/� x9.—AIIw ObW • Cxet0. cA1RGR,nA asw3 ENaNEEFIMRJ (SII) .-- FAK (531) enJ-x+IJ APH. 083-Ie0-IN9 MARDI. 2004 JOB N0. W52 BOaK 163 PAGE IX Redtivoods to Roses free Service Daniel J. Gibson - Certified Arborist # WE -1292A 3020 Rock Creek Drive • Chico, CA. 95973 California Contractors Lic. # 756075 Phone and FAX (530) 343-3079 Cell Phone (530).864-5001 John McLaughlin P. 0. Box 52 Forest Ranch, CA. 95942 Subject: Arborist Report for APN - 063-180-020 July 8, 2006 On June 21, 2006 1 arrived on the above property located on the upper parcel of Christina Drive in Forest Ranch. I was asked to inspect the property for mature Oak trees located in any area proposed for buildings and vehicular access. I have reviewed the documents that were presented to me, including the parcel map and the proposed areas of development and do not find any Oaks within the areas proposed for development. There is one mature Oak adjacent to the road into the property but no impact to the health of that tree should occur if development is restricted to the current design. This particular tree has a major wound from what I suspect is sun scald from years ago when the original logging occurred. The areas to be developed had been cleared of all vegetation and graded prior to my arrival, but it is my understanding that the parcel was sold to Mr. McLaughlin in or near that condition. At this time, I do not see a need to have the existing mature Oak tree protected since it is outside of the proposed developed areas. Dan Gibson Certified Arborist # WC -1 292-A `~ y RECOROING REQU 90 6 { - MID VALLEY TIT AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 74q 1307- DSP COPY of Document Recorded 17 -Aug -2006 2006-0042247 Has not been compared with original BUTTE COUNTY COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this. property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm. operations. All that real property situate in the County of Butte, State of California, described as follows: Date 08/16/06 PRTY O S: State of California County of BUTTE On 08/16/06 before me, D. FISH NOTARY PUBLIC personally appea known to me (or to the within in capacity(ies), ani the person(s)/aN WITNESS niv h Signatu on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed acknowledged to me that he/she/they executed the same in his/her/their authorized er/their signature(s) on the instrument, the person(s) or the entity upon behalf of which :h# instrument. A.P.N 0(n3-1U'02O-GD0 . C "70? )(o- I Seal: D. FISHER Commisslon # 1487634 -� Notary. Public - California_ Butte County My Comm. Expires May 4, 2008 Order Number: 0401-2471302 Page Number: 5 LEGAL DESCRIPTION Real property in the unincorporated area of the County of Butte, State of California, described as follows: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 17, 2004, IN BOOK 163 OF MAPS, AT PAGE(S) 10, 11 AND 12. RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS, STORM DRAINAGE, PUBLIC UTILITY AND WATERLINE, AS SHOWN ON SAID MAP. PARCEL II: AN EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES,. AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 2000, IN BOOK 149 OF MAPS, AT PAGE(S) 34, 35 AND 36. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS, STORM DRAINAGE, PUBLIC UTILITY AND WATERLINES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 17, 2004; IN BOOK 163 OF MAPS, AT PAGE(S) 10, 11 AND 12. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. APN:063-180-020-000 e BUTTE COUNTY AUG 17 2006 Mid Valley. Title & Escrow Company I>EVELOPi6'II:Tat'I' SERVICES OWNER=BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the noor labor and material for construction of this proposed property improvement: YES [ ] NO [ ]. 2. I HAVE HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the. -major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to,provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: DATE: `% —/ 7— Zy z7 (, NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR] PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner-builder" =building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321-CSLB (2752) or by accessing their website at www.CSLB.ca.gov. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Manager, Building Divi ion NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. �''TT�°,� Department of Public Works O `' `'' " �' C o u n t y o f B u t t e 0 y %' y O — O lit U" . �i \\ O �+ O j� J. Michael Crump, LAND DEVELOPMENT DIVISION Storm Water Management Program Director 7 County Center Drive U t4l / Oroville, CA 95965 A 1-1C Wo¢�15 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number:C}�1'QCT — 07 O �a'l �� ►�)�ti� v.� By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB I acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that .contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California'Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: �� . �� . ��-�✓ 7 —2,e m Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Butte Count �Departmer�t of 1Develop-DevelopServices °��z;rF° 7 County Center Drive ,�::"` ° Oroville, CA 95965 . (530) 538-7601 Telephone ° �, y ° DUNS (530) 538-7785 Facsimile )BUILDING PERNUT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pennit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I ant required to bring the approved Environmental Health site plait and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. i. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. ' Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: r Applicant Name: o c APN: 063-19,0- O a O Building site address: ! rt.a ��'_ Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submj.$sion of the abovA; referenced building permit application and my signature below: [Vat DATE California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements Permit# C)6 - I7 ' Under authority of Public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 ,information will be provided. 1273.10 Driveways Pq (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [XJ (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart [xJ (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts,, and turnarounds. 1273.03 Roadway Grades [XJ The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadwav Radius [X] (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Turnarounds [X) Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "'I"' shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts [XI Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. Revised 02/28/06 L40 cl F F I R E rs E Q U I R E M E N T S 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at. both ends. 1273.11 Gate Entrance [X] (a) Crate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters. Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation. Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1276.01 Setback for Structure Defensible Space (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 Same Practical Effect for Buildings less then 30 feet from property line: [ ] If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property fine with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit Other Requirements- Installation of Residential Fire Sprinklers [X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. JUL T 9 2006 Date Revised 02/28/06 3 Darren Read Fire Protection Planning 1� . AND NHEN RECORD N[a►1L TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 fjfJ� ►J ►J '� Recorded I Official Records I County of I Butte I Cf11Vm J. GkUBBS I County Clerk-Recorderl 1 I 03:31PN 10-14ar-M I REC FEE 10.00 COPIES 2.50 C11WOM COPY 1.00 DD Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: S« Ek,y� - e Date ` O PROPERTY OWNERS: State of California County of before me, /'C personally appeared,/)GR I�)/S .F' • �f%I<?L,C'E%� !�- �5�%%Z /3�%%2•F 1j personally .known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand a d icia seal. Signature Seal: •- •• KZA BROWN ��_�1� COMM. W 1595905 A.P. # ! Q �� NOTARY MUNTY OF BUTTE Cemm. Exptr" July 20, 2009 EXHIBIT "A'v LEGAL DESCRIPTION Order Number: 0401-1712373 Real property in the unincorporated area of the County of Butte, State of California, described as follows: PARCEL I: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF. CALIFORNIA, ON DECEMBER 17, 2004, IN BOOK 163 OF MAPS, AT PAGE(S) 10, 11 AND 12. RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS, STORM DRAINAGE, PUBLIC UTILITY AND WATERLINE, AS SHOWN ON SAID MAP. PARCEL II: AN EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 2000, IN BOOK 149 OF MAPS, AT PAGE(S) 34, 35 AND 36. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS, STORM DRAINAGE, PUBLIC UTILITY AND WATERLINES OVER PARCELS 1, 3 AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 17, 2004, IN BOOK 163 OF MAPS, AT PAGE(S) 10, 11 AND 12. APN: 063-180-019-000 (portion) Mid Valley Title & Escrow Company NOTES 063-180-020 06-1712 MCLAUGHLIN, JOHN CHRISTINA DRJORF,ST RANCH Cont: WF SQUYERS FIRE SPRINKLERS Y _ I C Ar RESIDENTIAL. APN: Permit No. Owner. " ,I Site Address: Contractor. Type of Permit: 7017 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMrr CONOMNS SUBSTANDARD HOUSING LEITER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE y . t ;,DAA JOB FMALED: /(07 SIGNATURE: =OK o = Not OK �= MANUFACTURED HOMES DATE PERMANENT FOUNDATION• Lj SOFT -SET ,r 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaIIIC/O-Concrete 4 Wtr, Loctn-Test-Easeinent Needed -Regulator 5 Elec Loctn-CIrncs-Cmd 'Amp -Concrete 6 Yard Gas; Loctn Test -Wrap Nat ❑ or LPQ Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Line 8 Gas; MH Test -Demand Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-CImcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -CIO to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation Q 14 Exits MISCELLANEOUS -- DA,TE DECK S-COVERS-CARPORTS•GARA GES 1 Zoning -Setbacks -Easements 2 Ftgs; SoilsSz-0pthSpacing-CnnctrsSteel 3 Decks, GirderslJoists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-CnnctrsShthg• Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors,, F 7 Electric 8 Frmg; Sills-AnchrsStuds-Rftrs Trusses 9 Siding; Nailing—Veneer—Stucco-Lath 10 Roof, Shthg-Roofing 11 Ext; Steps -Doors -1 andings 12 Braced Wall pnls 15 Cert of Occupancy 16 HUD LabeUlnsignia Numbers Serial Numbers o'r ds dA �s 1 Setbacks -Easements _ 2 Soils;.Compaction-Structure Stability _ 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Ching`' _ 4 Elec Rcptcis/Lting; Distance-GFI _ 5 Elec Pool Lting;15 volts-GFI _ 6 Elec.Encisrs; Conduit Entries Terminals -Listed _ 7 Elec Bonding; Metal w/.7-Crcltng Eqp-Htr _ 8 Elec Gmdng; Eqp w15 Crcltng Eqp-Pool ightg Boxes-Enclsrs-pnlboards-lnsultn•to Main Conduit 9 Health Dept Apprvl _ 10 'Plmb; Cir Test Wtr Supply Test _ 11 Lt Niche , —.12 Encisr, Fencing -Alarms 13 Bonding, Diving board or Slide RESIDENTIAL (Single & Duplex) UA[t (UNDERFLOOR 1 ZoningSetbacks-Easements-FloodSlope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; SoilsSteel-Elec Grnd Ftg Dpth 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts Wrapped 6 Stemwalis Garage; Steel -Blackouts -Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frpic Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12. Elec Undrgmd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 14 GirdersSills-SillsBolts-Joists-Vnts-Cripples 15 Ace & VnUtn 16 Insulation s` a 0 o'r 0` o' DATE FRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls ovet Girders L flr Nailing 20 Draft Stop In Wails (rat proof) - 21 Fire Stops; Furred CeilingsStairs-Chasers-Tubs 22 Headers 8 Beains*& Bearing' 23 Hangers-P.osf'Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Tjes-Purlin-Roof Brac TrussShthg 25 Frpic Ties or Type A Flue =Frpic Throat Clrnc 26 Attic Ace; Si 8•Rhix Pitctn-Draft Stop4ns Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctri Framing -RC Channel 29 Prprty Line Firewall & Opngs' 30 Ext Doors-bne 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run4-anding-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer - 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Ace 35 Glazing Are PrtetnSkyLts-Plastic . 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnis 38 Insultn-W alts -Ceilings 39 Infiltration Walls-Wndws as fir` 41 �a DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clmcdns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Gmd made up w/Mech Fstnrs 45 Gmdng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFl 47 Subfeed Wire Sz w [:ICU or ElAL AC Wire Sz 92 Q Cu or Q AL 48 Range Circ o, Q cU or ❑ AL Oven Circ 9, 0 CU or ❑AL Insulated Neutral QYes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnts-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr LI -Spa Lt 52 Smoke Detector UA It: IPLUMBING 53 Wtr Htr; Vent-Acc•Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Pr(ctn 56 Shwr Pan; Test, First fir -Tub Ace 57 Test Tub & Shwr, 2nd flr - Tub Ace 58 Gd�s Pipe; Sz & Anchrs ')-I I •A"t V� "J9 -Fire Sprinkler; Test 60 Yard Gas Piping 0 DATE IMECHANICAL 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insulin 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air RtrnNent 115 Outlet 65 Attic Ace & Pithin if Furnace In attic DATE FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clmc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Meth Prtctn 69 Bedroom Exiting 70 GFl & Bath Fxtrs & Tub Ace -Spa 71 GFl Are Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Cimc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct In Garage -Damper. 80 Wtr Htr, Vnts-Cimc-Com Air Cnnctr-PRV; abv flr Mech Prtctn; LPG Appince Undr House 3' drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Cimc Dmge Planters Q Yes 0 No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, PImb-Appinc-Frpic-Cimc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elee Trim, GFl Rcptcl-Undrgmd 92 VnUtn thru House 93 Glass Prtctn 94 Corrections from previous Irispctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. ( / License Class : Z� License Number: - I ire Dale: I I ZI 4-- Contractor: \-%% q S 4-v', f r y OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the -Business and Professions Code) or that he or she is exempt therefrom and the basis. for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): PERMIT NO. BP061712 Issued Date: 09/06/2006 APN: 063-180-020-000 Site Address: 4727 CHRISTINA DR FRN Map Index: Description: FIRE SPRINKLERS FOR.BP 06-1709 Owner: MCLAUGHLIN, JOHN PO BOX 52 - FOREST RANCH, CA 95942 530-342-5359 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: SQUYRES, WILLIAM F. JR Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, PO BOX 3176 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 95927-3176 year of completion, the owner -builder will have the burden of (530)345-1012 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of. the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: SQUYRES, WILLIAM -F. JR and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). PO BOX 3176 ❑ I am•Exempt under Article 3 of the Business and Professions Code 95927-3176 (530)345-1012 Date: Owner: — WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Z CJ L Applicant: WARNING: Failure to secure workers' com ns ion coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. Address: License #: 275206 Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: -' 0-06 1 This p-Tanit is hereby issued under the applicable provisions of the Butte Cou Resolutions t9 do work indicated bove (or/which fees have been paid. By: 1 r('�:iI ` It1 � Dane':': PERMIT EXPIRES ON: t - �O \ J 1 and/or ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all cpunty and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or cument of Butte County. I hereby authorize representatives of Butte County toe upon the above mentioned property for inspact' urposes. Print Name: ��! E Jl i A Y� 7S d \nA d c S Signature: r J Date: ❑ Owner T Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP061712 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/06/2006 APN: 063-180-020-000 the Business and Professions Code, and my license is in full force and / effect. onS �1 Za License Number: 1� LicenW�� Site Address: 4727 CHRISTINA DR FRN Date: Contractor: V df% Map Index: Description: FIRE SPRINKLERS FOR BP 06-1709 p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: MCLAUGHLIN, JOHN to its issuance, also requires the applicant for such permit to file a PO BOX 52 signed statement that -he or she is licensed pursuant to the provisions of FOREST RANCH, CA the Contractor's State License Law (Chapter s commencing with Section 7000)'of Division 3 of tfie;Business and Professions Code) or that he or 95942 she is exempt therefrom and the basis. for.the alleged exemption. Any 530-342-5359 violation of•Seciion' 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions pp Applicant: SQUYRES; WILLIAM F. JR"' Code: The Contractors'• State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, PQ BOX 3176 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 95927-3176 year of completion, the owner -builder will have the burden of (530)345-1012 proving that he or she did not build or improve for the purpose of sale.). ❑ . I, as owner of- the .property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: SQUYRES, WILLIAM F. JR and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). _ PO BOX 3176 - ❑ I am -Exempt under Article 3 of the Business and Professions Code 95927-3176 (530)345-1012 Date: Owner: License #: 275206 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ 1 have and will maintain' workers''compensation insurance; as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy#: Valuation: $0.00 Census Code: 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, 2— and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Z— of . _ r p _ � /—V6hr Applicant: \mion WARNING: Failure to secure workers' corn coverage is unlawful, and shall subject an employer to criminal penalties and one .. hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under.the applicable provisions.of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions tq do work indicated bove or which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) -KQ -O Name: By :—, t Date: PERMIT EXPIRES O Address: ON: i�n Date ❑ 1 he certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or cument of Butte County. I hereby authorize representatives of Btte bounty to upon the above mentioned property for inspectio urposes. 4 v� �w* �•vt�1 �.S Signature: Print_Name: t �l 1 la Date: T ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor 1 A • V T rBUTTE COUNTY PERMIT �F 0 0 DEPARTMENT OF DEVELOPMENT SERVICES Q 0 0 BUILDING PERMIT APPLICATION I 0 o AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 BP:- 00�= t§e-�._©.; . o OFFICE 0: (530) 538-7541 C' A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Itk DUNS Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" ARCHITECT/ENGINEER Name Address wo City Slate Zip Phone Fax E mail State License Number APPLICANT INFORMATION CONTRACTOR Name V t- Addres>� 1 QX 3 17 City 1 CtJ Stt! h 1 �^q � Ph U� Fax E-mail Planner #-�S l©C 9 ARCHITECT/ENGINEER Name Address wo City Slate Zip Phone Fax E mail State License Number APPLICANT INFORMATION Name Address ^ City State Zip Phone Fax E-mail APPLIC T SIGN TURE X 04 For office use only: Zoning Flood Zone Open Cov SRA No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVFR FOR SUBMITTAL REQUIREMENTS I PROJECT LOCATION AP# OG�- 10©� 02 11 Property Addrelf) ( _ `, / -, _ '-;� . City - Cross Street I WORKER'S COMPENSATION I Policy Number Carrier hiring anyone other than license contractors, a certificate of worker's anyone other than license contractors, a certificate of worker's I compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address M��escri Ion r Sope of k: , � c { jP Q Sq FT- Ming 3+(P Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other departinent costs are not refundable. IReceived bay T Amount: �l �' C Bldg I Receipt #: Date: L, 1 �� SRA Sheriff IN Other Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non-heated'and A/C for Non -Residential Buildings. 1-16. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning ' review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ` ❑ 2. Impact Fees. 1. " 1�' ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carries and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer , or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. - If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. 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