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Home My WebLink About31513 Canyon View truss calcs tr 20705Amur TRACT #20705 - 5/6 PAYWOM GC-, 000pany. Page : 10 Im File Number: 92 -1728QDate: 04/02/92 al E and Omed loam #9 Hader at Kitchen Entry Flush Beam at Garage 4 X D.F. 02 Areq'd= 38.37% Sreq'd= 35.27 4 X Ireq'd= 35.75 6 X 10 D.F. #1 UNIFORM LOADS Areq'd= 43.94 Sreq'd= 32.66 32.9]x[ 11.751= [386.58] Ireq'd= 37.99 8 X 8 D.F. #1 66.62 Areq'd= 45.15 Sreq'd= 32.66 258.82 Ireq'd= 37,99 6 X 12 D.F. fA,L from 7.5 to 11.5 ft Type= 2 L= 3.5 L/360= 0.12 L UNIFORM LOADS Roof [ 32.9]x[ 7.751= [254.983 0%9 Wall 10.0]x[_- 9_00]_[ - 90_00] 90 - Total W1 344.98 !4r(0 from 1.5 to 3.5 ft Floor [ 52.0]x[ 7.751= 1403.001 Total W2 403.00 from 0.0 to 3.5 ft Total Beam DL 7.00 POINT LOADS -). I 01 3325.000 ! 1.50 _ -yo2 0 R1 = 2814.6 Brg.A. req'd= 4.5 R2 = 2635.3 Brg.A. regld 4.2 Beam #10 Flush Beam at Garage Type= 2 L= 11.5 L /360= 0.38 11. 4 X 14 D.F. 01 UNIFORM LOADS Areq'd= 40.90 Roof 32.9]x[ 11.751= [386.58] Z l Sreq'd= 66.62 Ireq'd= 258.82 Total W1 386.58 6 X 12 D.F. 1 from 7.5 to 11.5 ft Areq'd= 48.83 Sreq'd= 74.03 Wall 10.0]x[ 9.00] =[ 90.00] 10 Ireq'd= 291,17 Floor [ 52.0]x[ 1.25] =[ 65.00] g 8 X 10 D.F. 01 Areq'd= 48.83 Total W2 155.00 1017 Sreq' d= 74.03 from 0.0 to 11.5 ft Ireq'd= 291.17 e COQ; Y I, ,. 'f `,L T - Total Beam DL 23.00 POINT LOADS .4 PL# 1 1400.009E • 7.50 C)-5 R1 = 1779.4 Brg.A. req'd= 2.8 R2 = 3213.9 Brg.A. req'd= 5.1 L,L 0D C 0 L. L. 50 a s m I u I. 44-12 -1992 Mize A N A L Y a I alSs31s23TRUE- JOIST MACMILLAN Qage Project malt S d30lNIS Ca. Page Titles IFAM 9 - TJSizingTM 330 ----- Eatlding Cods LK o- --- Type of Salt air »-- -- IlS2e3S 8e Residential Floor (LBU UYr Tat+tl aeflStressLevel........,.. 1IM Mtaber Ust.....,,..... REAM U246 t9eeber Slope(in /ft).. 8.888LiveLaadtpsfl...,...., 40.8 Spam 1 L /3b8 LrP4Q fnof Slopt(in /ft).... 0 NIDeadLtad(psf)..,....., 12.8 fttitita LW(psf) .... S.S lived Floor......,,.,...... N Dtfitetiaa Criteria...... NR I(fpttitivt Neaber Use..... N hinforced Overhangs...... N SPECIAL LOADS: Live Load Stress Dead Load Width slgn ting Point to End AN/RtplI (l(IE(plf) 318 Iles 93 11-6.08' e'- LIV frog Lt ReelFUNIF400410101s3392t- LW I'- 6.910" frog Lt Repi3WONI2l5I"% 2838 V_ 6.W frog Lt Add i2.69" x 11.87" PARALLAM eft, DF PSL 2. tE @ 12. ®" 0/0 31- 6.00' " IMPOSANT! The analysis presented below is tatput frog software a developed by Trus Joist Paoiliaa. Allowable1PodwvaluershotsatinacctrdanmwithcurrentTresJoistMoIlanoaterisIsandcodeaccepteddtsigpvalues, The slutcific pradpct application, iuowt design leads and stated diot:'sions have been provided b9 athtrs, have not btencheckedforconforaarrtwiththedesigndrawingsofthebuilding, and have not bttn reviewed by Tres Joist !lacNillaoEngineering. llauigat Deride Allowable Control Shear(lb) 2819 2411 ( 6173 256% LEFT tod Opp I mdtr left stress TOTAL LoadMesent(ft -lb) 3765 3763 ( 16338 434% MID Span 1 vndtr IM stress MAL LoadLiveDefl.(i) 0.00! ( 0.117 L1999} MID Span 1 under Live Load criteriaTotalDOI.(ilk) 9l.i ( 6 173 L/999e MID 9pon I under Total Load criteria" rpoI A t 0 0 flax. Reaction Total (lb) 2819 201 Livt(lb) 134# 1240 Lgngth(in) 1.5 P.6 1.5 2.4 Nar. WxWW LUnith(in) 592 CePr 40 IM by Tivs Joist Willa t a limited "grshlpt Soistp Idaho, WMIJ7M'M is a registered trol#Mrk.ff Tt'us ioist "Ili*, TJBizir+0r" is a tradetark of Tres Joist p4milani ' l5 :3 s2% iAtVui ZESERT -PALIF Ile S;Z Z E - ANALYf=— .1 !B-' TRUS JOIST MascMILLAN P9iGE , NM 1 Page 6.af tE -xlll) P VJect Moats wom D10WIS CO. Page Titles Dli:AM lit TJSi:ing*x 3.3E 14iilding code 11BC ° Type of Salt Dlr ----- ---- -- 11 @ Rosidtatial 'l loar (LDL) Live Total lirobtt Est............ 1lFAMStressL.evO............ IW Deft Deft. Dletber 510Reiin /ft).. LMl.lve Lead(p+f)......... 41.I spa 1 LIM U241 Roof Slop UtIft).... 9, IREleadl.sadipsf)......... 12.8 lad Flog' ............... Partition Laadtpsf).... $.I Repetitive Motbtr lass..... n h iDeflectionCriteria...... AR Reinforced ilrtrDsange...... SUTAL LM Live Load Stress Dead Load Width S BKOV Point to End Add /Repl 1 t-ilF(pif) 3 1911% 185 P- 6.0' If- LW "Lt bpi 2 tMIF(plf) 210 tm 341 41- LN' T'- Lw free It Dom; 3 ilb) Im 855 71.6.w &Q$ Lt field 2.69" x 11.87" PARALLAM1041 DF PBL. 2.1E Q 12.0" o/c IV- 6.99' ^ I1iPDRYADiT! The analysis preserted below is output frog software developed by Tres Joist Willa& Allowablt product values shown an in acrordaact with currant Trus Joist McMillan aterials and code accepted design values. The MOM Product 401irAh", iW design loads and stated diaensions have btrn Provided by others, have not beer ehtekad for coafornance with the design: drawingsi of the building, and have not bttn reviewed Li Tows Joist MacMil'eanEngineering. I Kaxion Desig,, Allowable Control Shear(lb) 3132 2586 ( 6173 239% RIBhT end Span 1 vender IN stress TDITAL Loci Moaentift -lb) $128 8126 ( IOU 201% KID Span 1 under 1M stress TOTAL Load Live Defl.tin) I.688 t 1.383 L/999+ MID Spew l under Live Load criteria Total Defl.(in) I. Z45 ( @.375 L/564 MID Span 1 undtr Total Lead criteria 1 ^ - r lax. Rraction OSHIO 1619 3132 Uvetlb) Sol 1139 Min. D'9, Unath(in) 1.5 1.6 1.6 2.4 Max. Qohraced La"Min) 274 CORri%rt '°' 1492 by Tres Joist Mw ftllms, a lielted partnembb, hoist, Idaho. PAbUA"'+* is a rFyiote"ed tradeear)s of Tres Joist Madlillan. TJJiiOW" is n tradtesA of Tres Joist pmAllsm. GOM7IS Beam X11 Flu- sh S ®am at Front R1ght 4 X 14 D.F. 01 Areq'd= 43.56 Sreq'd= 102.41 <=5% Ireq'd= 614,48 8 X 12 D.F. #1 Areq'd= 49.71 Sreq'd= 11 a\ I req: d= 89 ,, 8 X 12 D_F. 01 -- Areq'd= .71 Sreq' - 113.79 Ir 'd= 691.29 Beam #12 Flush 8etam at Front G____araao 4 X 10 D.F. #2 Areq'd= _25,93 < =5% Sreq'd= 29.15 Iregld= 81.99 6 X 8 D.F. #1 Areq'd= 24.87 Sreq'd= 27.55 Ireq'd= 87.11 8 X 8 D.F. #1 Areq'd= 24.87 Sreq'd= 27.55 req'd= 87.11 FaWdix Page: 11 File Number; 92 -1728 Type= 1 L= 16.0 L/360= 0.53 UNIF LOADS Wa71 [ 30.0]x[ 9.00] = [190.90] F1 [ 52.0]x[ 2.50] = [130.001 L _[ 32.00] Total W1 400.05 R1 = 3200.4 Brg.A. req'd= 5.1 R2 = 3200.4 Brg.A. req'd= 5.1 TYR$= 2 L= 9.0 L/360= 0.30 UNIFORM! LOAD:cS Roof' [ 32.9]xr 9.001= [296.10] Wall [ 10.01xE 9.00] =[ 90.00] Floor [52.0]x[ -- 1_20]_[- 62_40] Total W1 448.50 from 4.0 to 9.0 ft Total Beam DL 18.00 R1 = 703.9 Brg.A. req'd= 1.1 R2 = 1700.6 Brg.A. req'd= 2.7 15:33;62 TRUE JOIST MACMILLAN it E -Xili1 Projtct ((tae: SENN mmi$ m Pale Titles DEAR 12 TJ9dainr Building Cade U%C TW* o! Sale Dlr ---- -- lt"Untial Floor (LOU lire TotalStressLevel........... Iga DOL Nesber Use ............. X Livt Lasdipfl ......i.. li1.6 Spa1t l M Mosber Slopt(inift).. &W lead LW(psf)......... t &# Beef S1210in /ft).... 1.1 Partition 0.$ Blued Floor ............... r Da('ltetioa Criteria..,e.. MR Rtpetitive Mnber Use..... I• ihinforced Dverhartgs...... t S Ciq L4 DSs Live Load Stress Dtad Load Rid3dt Starting Point to Eud Atf npi 2 t (lb} 63 In% 125 51- BdBSY 4t -111, frog Lt Rep !2 lIB1t ISO 41- 1.11' ft-ow Lt Add 2.6 x "' x 11.87" PARRL.LAM «3 DF PSL 2.1E L IMPfiR'fAHi! the anal is -- ,.— a- ---^. ys prestnted below is output frte saftasr•t d1voloped by Tres joist gmAillan. AllowableFf*'Wt vaines shoes: art it accordance rith current Trus Joist Ham". *I.an ®attrials and code mmpted design values. The specific Product application, input design loos and stated dismitoas have been providrd Ly stntrs, haul not besnchn*td for conforaance with tht design drawings of the building, and have net born reviewed by Trus J;..is` ifacRilia^ Enlinterin. Fauci€nx. Design Allomble Con ,.rel Shte(lb) Woe .2181 S 6173 28A LEFT end Span 1 under 10ft a < _t TVIR Loadhacute -lb) 8178 $7$ ( I" i3'sx MID Span 1 under 16'@X stresR TV -4 ToadLiraDeft. fin) C *2 S 8.388 U999t MID Span 1 under Liv: Land _ritrtraaTotalDeft. (in) 8.159 t 8. 8 Lfb$1 Rig SM I under Total L,3:A r.•riterla Pax. Btactian Tetal(lb) 2242 X139' l.ive(lb) !89 19ia. !. LYnZthri4) l.5 2rI i.S 2.B lam. Unbraced Uenith(la) 263 cel"imo 4. 1992 by Tres Joist "Ulan, a liaitod Partoorship, Noise, idahe. 911 cal is a rtlisterW trademark of Trus Joist IlecNillim. U811 rgj w is a tradesark of Trms Joist ftMIjap. 7u Goof"- cq r Page: 12N File Numb6r: 9 2-1,728Date: 04/02/99 ul E g w9 kWAUVM WNW Beam 013 i adef at .ft n t'Cte 4 X 18 D.F. 01 Type = 2 L= 16.5 L/360= 0.55 Areq'd= 41.27 UNIFORM LOADS Sreq'd= 43.21 Roof [ 32.9]x[ 10.207 - [335.58; Ireq'd= 578.46 Wall [ 10.0]x[ 3.00] =[ 30,00] 6 X 12 D.F. #1 - - - - -- ° Total W1 -- -------------- Areq'd= 47.15 from 0.0 to'9.03ft. 58 Sreq'd= 103.90 X 12 Ireq'd= 650.77 Roo 32D.F. #1 Wa , 9]x[ 4.501= [148.05] Way . 91X[ 3.00] =[ 30 >003Areq'd= 47.15 - -• --------------- Sreq' d : 103.90 _T- -_ -- TotIreq'd= 650.77 al W2 178.05 from 9.0 to 18.6 ft Total Beam DL a-1-nn t J t POINT LOADS PL #1 R1 = 703.920 # 14.50 (R1 of team #12) 3054.0 Brg.A. Beam 014 R2 = r-eq'd= 4.92320.1 Brg.A. req'd= 4,5HeaderatRiartra 4 X 8 111 r, +. D.F. 02 Areq'd= Type= 1 L= 9.0 L /360= 0.30 UNIFORM LOADSYJt 7.94 Roof 32.97x[ Sreq'd= Ireq'd= 11.06 32.94 2.00] =[ 65.80] Wall [ 10.0]x[ 3.00] =[ 30.00] 6 X 8 D.F. #1 Beam - DL---------- 18.00] Aregld= 8.12 S'eq *d= 10.24 Total W1 113.80 8 X 8 Ireq'd= D.F. #1 36.00 R1 = 512.1 Brg.A. req'd= 0.8 Areq'd= 7.78 R2 = 512.1 Brg.A. reg2d= 0.8 Sreq'd= Ireq'd= 10.24 35.00 t J t i GbmWo omp aw., P&96: 13- File Number: '92 -; 17241 ; Cat®: 04/02/92 - Beam 015 Qrocced Beam_Garaae a 8 X 18 D.F. *1 Type= 2 L= 18.5 L/360= 0.62 Areq'd= 127.09 Sreq'd= UNIFORM LOADS Roof [ 32.9]x[ 8.25]= [271.431268.53 Ireq Wall [ 10.0]x[ 9.00] =[ 90.00] Floor10.X 16 D F. d # 11750. 94 r 5.757= [299.00] Areq'd= 130.28 t =5x Sreq'd= 266.53 Total W1- -- - - 660.43 Ireq'd= 1750.94 from 9.5 to 15.0 ft 5.125" X 16.5" GLB Areq'd= 70.13 Wall [ 10,0]x[ 9.00] =[ 90.001 Sreq'd= 155.32 Floor [ 52,0]x[ 8.00]= [416.00] Ireq'd= 1750.94 Total W2-~608 __ 00_ from 15.0 to 18.5 ft Total Beam DL 37.00 POINT LOADS PL91 1779.380 0 9.50 (R1 of beam s10) PL92 1700.6# 0 15.00 (R2 of beam 012) PL#3 1665.01E ! 15.00 R1 = 3239.3 Brg.A. req'd= 5.2 Beam #16 R2 = 7993.5 Brg.A. req'd =12.8 geam t Right Garr se 6 X 14 D.F. #1 Type= Type= 1 L= 12.5 L/360= 0.42 Areq'd= 80.56 LOADS Roof [ 32.9]x[ 13.001= [427.70] Sreq'd= 159.84 758.63 Floor [ 52.0]x[ 9.001=[468.00] X 14 DIreq F d1 Beam DL =[ 25.00] Areq'd= 85.98 Sreq'd= 159.84 Total W1 920.70 Ireiq'd= 75a.63 10 X 12 D.F. 01 R1 = 5754.4 Brg.A. req'd= 9.2 Arciq' d= 85.98 R2 = 5754.4 Brg.A. req'd= 9.2 Sreq'd= 159.84 Ireq'd= 758.63 1 t e v i s 0 A A I f APR 3 ' 92 -12:29 r 4i3 -1'M2 12s11s15 FROM DESERT — PACIFIC PA&E.002 p S _I Z E A ty oa L 'Y S I s ofiPPapTRUSJOISTMatcMILLAN (E-1 of IWORTRNT! The analysis prtsenttd below is cutut frer software doveloped by Tres joist ,"illan. AllmaQle product values shorm are in smardance with cmrent Tres Joist Nac)lillan sattriais and cods accepted design values. The specific "Wt Application, input design lords V4 stated diatnsions have beta provided by others, have not been checked for sonforsame with the design dra"ings of the builaing, and have not been reviewed by Tres Joist NacRiilanEoginetring. The load Conditions considered in this design imladt Alternate Berber loading. Right overhang Bay require bottov chord bracing Naxiocn Design r+llmable Control 5heartlbt 101 Project !lee- aEO .80015 m Page Titles RA Main 17 U+T end Spm i under IM stress A`TUNTE span load TJSizing*" 3.38 Building Cod, LoC - ---- -• Typt of gale Dlr --- ilk ---- ---- ResidMial floor (LOU Live Defl.(ift) Lire Total N"btr Use............ JOISTStressLevel........... 100% MI. Otfl. Ntobt r Slope(ie /ft).. 6.001Livelead (psf)......... 48.! Span ! LJ3b1 L/240 Roof 911pe {iuM).... 8.018IkadUld(psf) ..... I... 12.9 Overhang 2UJ60 2L /248 Slued fluor YPartitionLoad (psf).... U Repetitivr N"ber List..... YOe4loctiouQittria...... 8t Reinforced Overhangs...... N MULL LOW: Live Load Stress Dead Lead Width Starting Point to Lend Add/Liepl1LT{C{pif? 80 11th 161 r,+ 6'- t.11' fror Lit Add 11.875" T1I4Ra /15DF JOIST olC IWORTRNT! The analysis prtsenttd below is cutut frer software doveloped by Tres joist ,"illan. AllmaQle product values shorm are in smardance with cmrent Tres Joist Nac)lillan sattriais and cods accepted design values. The specific "Wt Application, input design lords V4 stated diatnsions have beta provided by others, have not been checked for sonforsame with the design dra"ings of the builaing, and have not been reviewed by Tres Joist NacRiilanEoginetring. The load Conditions considered in this design imladt Alternate Berber loading. Right overhang Bay require bottov chord bracing Max. Reaction Total(lb) Live (lb) Assused 8q. Ungth(in) kx..tlnhraced Length(in) Q5 IF S 37; 758 1.75 3.51 37 36 Copyright ea' 1942 by Trus deist N0dli11414 at lisited partnership, bile, Idaho. TJII" is a registered tradetarb of Tries Joist Naftilan. T331tivvp is 8 tradoem* of Trus Joist Willan. Naxiocn Design r+llmable Control 5heartlbt 463 { 548 232 U+T end Spm i under IM stress A`TUNTE span loadNolent(ft -lb) 2822 { 3864 153 0 Orerhang War IM stress TOTAL LoadLiveDefl.(ift) 8.123 { 1.311 2L168i RI6HE Overhang under• Live Lord criteria Total Dtfl.(in) 1.M { L450 211454 RIe{T ororhang under Total Load criteria A spa I Overhang Max. Reaction Total(lb) Live (lb) Assused 8q. Ungth(in) kx..tlnhraced Length(in) Q5 IF S 37; 758 1.75 3.51 37 36 Copyright ea' 1942 by Trus deist N0dli11414 at lisited partnership, bile, Idaho. TJII" is a registered tradetarb of Tries Joist Naftilan. T331tivvp is 8 tradoem* of Trus Joist Willan. FMMSX)NS SHEET NUMBER_ FiE NUMBER- 12- 24_ tit lc_ F_ ot so G 4 1 i d i dF S_EI,SMI C FORCE DISTRJOUTION ii r - vDC, FL r Ewi } wxhxFv + 6 u l LI NtJiA c _ ING. fi assn •• ;,'' 4 ; : 4VT ormnon T & az _ Gs Cityf5/.B" -Blk'd. two- lY dI allfW76dcoolernails ! 9 0 4 "o.c... 3 ".o.c. 2501 /ft7aso.e y R 8d cooler nn Nails ed a o.c. edge ,eQf° d 16'a.c. 12"o.c. 100#/ft d 47-1 a 1 Sri it.W 1 -1 2s1) AT iis 7M . c ed6d eofii le 16 ®•c. 12 "o.c. lta #!ft4172" '*all w.th Gaol " 5 8 s ! 4' o.c. ed olff, 12 o.c. 8"o.c. 125 # /ft n$ ilsd'all with cooler 12 "o.c. 8b.e. i45 # /ft61/2" bocke•c' ad a f edzallwi 130.c. 660.c. 150 # /ft C r s.e. a e Via ble 8" bleed „a wit 6dcoo 7 . er flails 8'o•c. S"o.c. 175 # /ftf d a.c. age . s't-ucco over a er backedlathW /a5 auger aples at 6" 8 "o•c• 6"o.c. 180 # /fto.e -. at to % toia fates13dB f shear wa 1. and on field 20 Rep ort I+tO 823 Feb iG1•xi Q THE WWl"iE - 9 ARL'F10R QO 1 , LT SPACING 630 #1801t •]/2" . X 1'.33f x 10 M A.B. 835 #SBAIt SPACING CAPALITY 64110.C• 156 # /ft 1 S6 "O.G. 179 # /ftC48no.c.- 2090/ft40 "o. C. 2500 /ft32 "o.c. 313 # /ft24 "o.c. - 418 #/ft 8110.0 628#/ft AEr2 1253 € %I't j " 2 1670# i(3 -1/2 A@ 2505# 19aS USC Table 23r & sect. 251ccb) . 2• Equally spacea. 3. All exterior wall to be securedwith1/2" 0 x lei•' A.B.'s at 72 "o.. with 7" of embedment, z unless. otherw.iae noted an glans. A- All interior- walls to be. securedwithKitli0ON72shotpins, orequivalent, at 18" oc., unlessOtherwisenotedanpianzs. s• 3 /a" HYlti Kwik -Salts (S" embed.) aay replace 1/2" A:B. a t 1;1, ratle (1 7 /a" concrete . $ A_. eat distance at exterior). SEE'ff] W3 o S4rrTCfiural EnpFng S Co SIMPSON A--33 SPACING f 1 -64no.c. 2 48 "O.C. 32 "o. c. 24 "G.c. 16"0 C .-- 7 6 "o. C. s SKEAR LOADS 84 # /ft 113 # /ft 16901f 43of f t 338#1f 675#1 ft 500 #1_ft M-Y sun BEARIWG (ABRV. MSB)- yp1 cal standard as a t;rnate to solid post if noted _ 8=:;ri # of _2__x STUDS 4x Z 6x 4 8x 5 2x Joist T Per JoisE NOTES: U--O-N. use -double' -fipor joists below all parallei waits. At floor ldvels use sol hd`blockin9belowtrimmersandpostSfrowboar -Iingheadersandbeams. Ail ports Cr KS8 Shall match beam width. TYPICAL ROWFLOOR SHEATHING NOTES ROOF LEVEL: - Use /: " Structural 11, C -D or C -C P1 EX1'RldC. ITLLJ5 24/0 ). with Od nai Is E 6,, o. c. supported ^ Han. Panel Index Number B2" o. e. in the field. ages and boundaries; EUnblockedU-0.R.Y. FLOOR LEVbL. Use 14 `" Structural 11, C -D or C -C T O 1sT ` cRlO(:. CIW5 41LApF' 20 ), with 10d no is Q 6" o.. supported mien Panel Index Number10' a,c, In the field. - upportaed sedges and boundaries; Unblocked 11.O.m.) wYYi•bv1...@ 4 t 0 1 1{ 11 e r e t y•}I -. LfA Ly 1.6i _;__ i - cYj r" ;i. 1:ty }rc 7`..SOri C . "'.. Fi It Num t'`c 2 8 a 7 y_ Date: 04/02/ aod 4V1R7'SY RAIft1Y,: . wr . ... , a't.,+rro.1_a_,- -I ks... vlJI .M -._ .. t' r :•;9• .. . idl. .. .. -._. .>, , .._ _., v _ ...r .___ _ . u J STRIP FORCEa" STRIP FORCE 4 1. A T1 MIND: WIND: 20.3 * 2 20.3 * 9/2 9 WW= 20.3 * 9/2 91 SEISMIC: WW Y 183 91 SEISMIC: x' Ww Wall 3 10.0 * 9/2 = 135 Roof Wall 3 10.0 * 9/2 = 135 Floor 12.0 * 36 = 432 10.0 8/2 = 120 We = 0.18 * 702 Roof 20.1 We = 129 plf SEISMIC: DISTRIBUTED SEISMIC: 0.18 * 844 283 * (129 * 9) / 3942 We = Wds F 83 plf DISTRIBU'TEO 283 (155`* SEISMIC: 18) / 3942 u J STRIP FORCE 0 L2 WIND: STRIP FORCE A T1 91 WIND: 20.3 * 2 s 41 WW= 22.0 * 5 99 SEISMIC: 20.3 * 9/2 91 10.0 * 9/2 = 225 Ww 2.31 pif Roof SEISMIC: 12.0 * 48 = Wall 3 10.0 8/2 = 120 Roof 20.1 36 = 724 SEISMIC: We z 0.18 * 844 Wds = 134 Of We = 155 plf DISTRIBU'TEO 283 (155`* SEISMIC: 18) / 3942 Wds M 2Q 0 1 f u J STRIP FORCE 0 L2 WIND: 20.3 * 9/2 91 20.3 * 9/2 91 WW= 183 plf SEISMIC: Wall 5 10.0 * 9/2 = 225 Wall 5 10.0 * 9/2 = 225 Roof 20.1 * 4 84 Floor 12.0 * 48 = 576 We = 0.18 * 1106 We = 203 plf DISTRIBUTED SEISMIC: 415 s (203 * 9) / 5636 Wds = 134 Of STRIP FORCE 0 Ll WIND: 20.3 * 2 -- 41 22.0 * 2 = 44 20.3 * 9/2 = 91 SEISMIC: WW = 176 plf Wall 5 * 10.0 * 8/2 = ZLY) Roof 20.1 * 48 = :t.SS Ws = 0.18 * 11f5 146 = 212 Of DISTRIBUTED SEISMIC: 415 * ( 212 * 18) , :' 58,36 Wds .= 280 plf yam " esxbta+tr r3A F GOMM File umber: "9 hate: 04/02/92 M sp ill WALL #1 WIND: SEISMsG: T1) 231 * 15/2 = 1730 (Tl) 200 * 15/2 _ 5 100 T1) 231 * 1 = 115 (T1) 200 * 1 - 1 R"t = 1845 # - i 00 Rs 1601 # SW = 1845./ 7 = 26.4 plf Sd = 1845 / 36 .,51 plf USE I) WALL w/o AS & SD & tal@ SW(above) WALL #2 WING: SEISMIC: TI) 231 * 32/2 = 3691 (T!) 200 * 32/2T1) 231 * 15/ = 1730 (T1) 200 * 15/2 = 3202 = 1501Rw = 3421 # Rs = 4702 # 1) _ 5.5 +10.5 = 16 -0 ft SW = 5421 / 16 = 339 pit Sd - 5421 / 36 = 151 plf USE WALL sa/ OAS & ca SD & to SW(above) T;+"T* i - ,, •, _. .: — °°•,- -.V rr _ - -_. .g S; ^..:( .'.w rd!^c , -y. T•'+wsrr - x' 3rN.a?!h ?S Fiia3 Page. File u Q WALL #3 MIND: SEISMIC: T1) 231 * 32/2 = 3691 (T1) 200 * 32/2 = 3202 Rw 3691 # Rs = 3202 # LO 1) = 5.0 +5.5 = 10.5 ft " ?j { G Sw• = 3691 / 11 = 352 plf Sd = 3691 / 16 = 231 plf LIE ZL i WALL w/ 0 AB & @ SD & E_ ] @ SW (ar ovs ) QQ fiV "b tG WALL #4 WIND: SEISMIC: L1) 176 21/2 = 1845 (L1) 28.0 21/2 = 2943 Rw = .1145 # Rs = 2943 # 1} = 14.0 = 14.0 ft 25 Sw = 2943 / 14 = '',. w-•p r'T- 4t0; Sd = 2943 / 43 - 68 plf tJE /'_•, WALL w/ AS & Z. Q! SD & ^ @ SW (above) i 1 Page :+ Inc, File Hu!nbva^: 92 D PaJ ate: 04/02/9 MALL #5 WIND: SEISMIC: L1) 176 * 2112 = 1845 (LI) 280 * 21/2 = 2943L1) 176 * 15/2 = 1274 (L1) 280 * 15/2 Ray = 3120 # / = 2032 RS = 4975 # 1) = 21.5 = 21.5 ft Sw = 4975 / 22 = 231 plf Sd = 4975 / "32 = 155 plf USE ,A WALL W/ j AS & [31 @ SD & a @ SW(above) R ; WALL #6 WIND: L1) 176 *36/2 *(15/48) = gyp Rw 7 990 # ll) = 15.5 = 15.5 ft SW = 1575 / 16 99 Plf Sd = 1575 / 16 = 99 plf USED\ WALL w/ AB & @ SD & 1— SEISMIC: LI) 280 *36/2 *(15/48) = 1575 Rs = 1575 # 0 I 1 i 1 f e e i 5 cbmp" - . J : ••{ . - ',• f :.} ry•i b"'"""wc ... ra.c -: -tea -end P A R:n File NU 11`t"tr ; ; Da tee : 04/02 92 and Y 0 WALL #7 WIND: SEISMIC: T2) 1 83 * 15/2 = 1369 (T2) 83 15/2 = 624Rw = 1369 # Rs = 624 # 1) 1845 = 1845 (# 1) 1601 SRw = 214 # = 1601 SRs = 2225 # 1) = 5.5 +2.5 = 8.0 ft Sw = 3214 / 8 = 402 plf • Z zy): o FS -( 4 M a Sd = 1369 1 \3 t• 36 = 38 plf ° 1V`' jO Kr; #,`(xS,Z.•;+$ JlrS / z.' 1) 264 = 264 Sa35w = 302 plf U1••) ? Lf /?'\- WALL w/ AS & ,: @ SD & 23 @ SW(above) O-S J WALL #8 WIND: T2) 183 17/2 1506 SEISMIC: T2) 83 * T2) 183 i5/2 1369 17/2 T2) 8.3 * 15/2 6 Rw m 2875 # 62244 Rs = 1311 # 2) 5421 5421 2) 4702 SRw = 8296 # 4702 1) = 11.0 +7.5 SRs = 6014 # 7.0 25.5 ft Sw = 8296 Sd 26 325 plf 2875 36 81 plf 2) 339 339 Sa35w = 420 pl f ZLWALL. w/ AS @ SD & SW(above) File .Number 92-1 —. 1 8 i•- Date: 04/02/92 F! r% WALL #9 WIND: SEISMIC: T2) 18Z * 20/2 = 18:25 (T2) £33 * 20/2 = 833 T2) 18Z * 17/2 = 1506 (T2) 83 * 17/2 = 687 Rw = 3331 # Rs = 1519 #. 3) 3691 * 5/20 = 3zo (# 3) 3202 * 5120 = 720 SRyi = 4 161 # SRs =.2240 1) = 11,5 = 11.5 ft _ Sw °= 4161 / 12 = 362 plf Sd = "3331 / 31 = 107 Of 3) 352 _- 5/20 = 79 Sa35w = 187 plf USE f '' ` WALL w/ AS 4 C @ SD & L] @ SW(above) WALL #10 WIND: SEISMIC: T2) 183 * 20/2 = 1825 (T2) 83 * 20/2 = 863 Rw = 1825 # Rs = 833 3691 * 16/20 = 2860 (a`i 3) 3202 * 16/20 = 2481 SRW = 4686 # SRs = 3314 # 1) = 2.5 +2.5 = 5.0 ft Sw = 4686 / 5 = 937 p1f Sd = 1825 / 31 = 59 plf 3) 352 * 16/20 = 272 Sa35w = 331 plf USE WALL w/ - AB & f @ SD & L5,! @ SW(above) 2lr{N 1:5 9 4' , vi!Aij . fi ` +• ti+M ..,`.i,. JIL Page: At File Numkstjw: '92 X172 Da :e : 04/02/92 Di4lw_ - w.rYt. /YYIWC.rY.ra.-+ -•.ir. __ r , yy_ K-._ ._. o. tea. _i .. a :. a.. ..a.. _ . ae w... w - .- v - -1 i WALL #11 MIND: 2t `7-i SEISMIC: L2) 183 * .K12 = 2-a .. (L2) 134 * 6 _ /2 ifq2Rw = 2J,74A # Rs = 4) (# 4) 29431 2s 3i, ,E ; _ .24)" SRw 2C 74-# SRs Jt sw_= 4685 / . _ P1 f ro06 I BAs Sd = J 43 =E79 plf t'• 3 t. " ,D 1i`" J Z ' 2i Sa35s = *•S"plf t t U E WALL w/ AB @ SD & L]i @ SW( above) \ tee. •r A i c WALL #112 C' Tai' rt. WIND: SEISMIC: L2) lA3 *26/2 *(32/52) = 1464. (L2) 734 *26/2 *(32/52) = 1072Rw = 1464 # Rs = 1072 # 5) :51. 20 = 3120 (# 5) 4975 SRw = 4584 # 3a Ss = 220 plf C!!) ,_,_ WACL w/ AB & SD & 5! @ SW (above) s A 4975 SRs = 6047 # 1) = 22.0 = 21.0 ft Sw = 66047 / 221 = 281 plf Sd = 11072 / 228 = 39 plf 5) 22,751 = 231 S 3a Ss = 220 plf C!!) ,_,_ WACL w/ AB & SD & 5! @ SW (above) s A 4975 SRs = 6047 # 5^ ;pFa tl., Page: tuna. 'File Number: 5?2 1. Date: 04/02/92 _Y - WALL #13 WIND: SEISMIC: L2) 183 *36/2 *(20%52) = (L2) j34 *36/2 *(20/52) = 927 Rw = 1267 # Rs = 927 # 6) 990 = 990 (# 6) 1575 = 1575SRw = 2257 # SRS = 2502 # 1) = 18.5 = 18.5 ft Sw = 2502 / 19 = 136 plf Sd = 927 / 15 = 62 plf 6) 99 = 99 Sa35s = 1E1 plf USE a WALL w/ AB & I =i SD & ! @ SW above0 } t WALL #14 WIND: SEISMIC: L2) 183 * 15/2 = 1327 (L2) 134 * 15/2 = 972Rw = 1327 # Rs = 972 # SRw = 1327 # SRs = 972 # l) = 11.5 = 11.5 ft Sw = 1327 / 12 = 111 plf Sd = 1327 / 25 = 53 plf Sa35w = 53 plf USE &WALL w/ (DAB & @ SD &+ ' @ SW(above) 1 f t °- aS- N' - r, X`C = ^— w r..,. -- ....• 4 '`` .5 Cie' Page D P °6a+S` , ..: 4 Z0•. . 'L`at .w. .r, r,. _ WALL x#15 WIND: SEISMIC: i 915 ( L2) 134 $ 10/2 = 670 915R - As = . 670 4 P.z = 915 g Us 670, . 11 - 20.5 '$ 20.5 4 Sw = 915 20 43 p;..' Sz T 915 20 46 plf Sa35rr = 46 plf Jw/ AB 0 SD &E] h SW(above) i t 7 E r 0 slZ Page - - L D ...0-4 y md WAU #15 WIND: SEISMIC: L2) 183 * 10/2 = 915 (LI) 134 * 10/2 = 670 Rw= 91511 Rs = 670# SRw = 91: SRs = 670 20.5 = 20.5 ft Sw = 915 / 20 = 46 plf Sd = 915 / 20 46 plf Sa35w = 46 plf E w/ 0 AB do F-1-10 SD k El Si+1(above ) t - COMPUMM L ' w_ t 1,95 in lowle T 04 p-pp- NA tJ vr i 2?. •- 015 (2yl . .") Z; a t D u u t 1 n n 1 L 1 a 9 'head!' ing, "S; -= s Confirm prior to construction Confirmed by soils report s UNIFORM LOADS (W): UNIFORM LOADS (W): at at Roof ( Psf) ( Roof 411 ( psf) ( Wall (_psf) ( }Q Floor( sf) ()= Floor (psf) ( ),M- misc.( psf) ()= Misc. ( - -.psf) ( J_ Dead Load of Footing Dead Load of Footing a rw _ LW MINIMUM WIDTH REQUIRED;b MINIMUM WIDTH REQUiRED;b bnw /Sb =( )•!( b- w /Sb =( UNIFORM LOADS (K): at Roof (_ psf)( a Wall ( psf)( Floor( psf)( Mi yc. ;`— psf) ( Dead Luad of Footing EW Q MINIMUM WIDTH REQUIRED ;b b- w /Sb =( )/( 0 UscJ " wide x deep continuous footings U^,e " wide x " deep continuous footings MAXIMUM POINT LOAD TO CONTINUOUS FOOTINGS; Pry IPM Pm = L(bjb -w) TT Pml Pm y = o at e•. 450 .., U,e ()- T 6 ( X B 0 T- L GRADE BEAM BEHAVIOR: As- iZI M =As(l.48) ( 8•S;)= 1'sjZ Ls2(2M /(bSb -w)) Pgb =L(b$b -w)= MEVISKMS you Sb - s f A - i At PAD s CH Pm PAD PAD DEPTH Pm THICK- REIJORCE- t SIZEi 002 (Kips) 4ESS (In) MENT (e /w) t p S d - depth below- natural `-°' N ©' a `' it 3 - grade Asa SbS 3 _. i. t -3. I El lail pads are square U.O.N. 2 depth from lowest adjacent grade PAD CONSIDERATIONS: 3steel 'not required when_t > S/2 P. 0 USE PAD i 3 _ P- ._ .. r...._.......__ USE PAD k Pa USE PAD a y A Mon Apr 13 09:12:22 PDT 19Q2 G?)163: /DSR /Al. /105ia DT TYPE W LEN T X UnXBLR) XCHOR FV= HOW DISP SLOPE /12 LOAD F• FC:rr 0 P /AF war CSI LAS. TOP CB. LP 36 wFR -TO (LIiS) FT -IN -Si DEPTH Is IPIF) PSI PSI DL- 16 ftr 3- 7 2X 4 MSRI 6SOF -1.59 Xt. P.T. am. 1 BLOT P20 3.OX 0.0 C H O R D S TOTAL LOAD- 37 PS? MAX. 2 IM 120 3.05 4.0 1- 2 34140 6 -10- 4 5.000 60.6 I084 1651 0.85 0.65 0.41 0.96 0.0 3 FBI1 M20 S.0X 6.0 2.00 2- S 2301C 5- 0 -12 5.000 60.0 2107 1653 0.85 0.31 0.34 0.70 0.0 4 IN02 1120 3.0X 4.0 3- 6 2381C 5- 9 -12 -5.000 60.0 2107 1658 0.85 0.31 0.39 0.70 0.0 S XL04 )CIO 3.0% •.O 4- 5 16760 6 -10- 6 -5.000 60.0 1586 1658 O.9S 0.65 0.61 0.66 0.0 6 INil PQO 2-OX 3.0 5- 6 327ST 6 -30- 6 -2.500 16.0 2375 127S 1.00 0.60 0.11 0.60 10.0 Y 0513 )20 6.01 8.0 3.00 S- 7 127ST 5- 1-12 -2.500 16.0 ^373 1215 1.00 0.60 0.11 0.60 10.0 21111 M20 2.OX 3.0 1- • 3211T 3- 9 -12 .500 16.0 2375 1215 1.00 0.40 0.11 0.60 10.0 I- 1 3216T 6 -10- i 2.500 16.0 2375 1215 1.00 0.60 0.11 0.60 10.0 TRUSS CHECKED FOR A 10.0 PS? BUT. CH. LL Y 2 B S 2- • 27r loon 596 0.00 o.a 0.00 0.06 1.6 2- 7 2010C 1000 325 0.00 0.83 0.00 0.83 5.6 O.tSIGN SPECS. ACCORDING TO UBC 1988 3- 7 1491T 1000 `94 0.00 0.67 0.00 0.67 2.6 FABRICATION INSPLCT:ON TO BS PROVIDED 4- 7 10090 1000 325 0.00 0.83 0.00 0.83 5.6 IAN SECTION 25.1766 OBC STTJMA;M 25-17 4- 6 87: 1000 596 0.00 0.06 0.00 0.06 1.6 CCYWZCTOR PIATES 12 ACCORDANCE WITH ICbO REPORT 6 2320 AND /OR 2591 DIY. PURLIN SFACE- 0.0 FT. MAX. UNBRRCED BOT.CH. LEN.- 10.0 FT. PLYWOOD SHEATHING RE=RED Oil rJP CHORD ••• ALLOW FOR HMZONTIIL DISPLACEMENT AT OIR OF THE SUPPORTS NOTE: LAT£MNL BRACES AND PORLI.MS INDICATED FOR TRUSS AZNKR• ARE REQUIRED TO REMO BDMING LENGTH OF 1D:1BIM AM SHOULD U NAILED TO TRUSS MEIVEPS 127H PaNINUM OF 2 -100 COMMON WIRE NAILS. MRDVISIOMS MOST U MSDt AT ENDS Oil SPECIFIED INTERVALS TO RESTRAIN OR ANCROR LATERAL BRACING. BY OTHERS. I'74CIpRi0 KQ IZ 7 L-.IL=L = CROSS BMG Jr REACT IN-SK 1 037 3- 8 S 937 3- • BELL - 4116 s CHORDS SIZE Loom D95CRIPTION DESICI CRITERIA 1- 3 2X 4 Mau i50E-1.*a S.P.F. TOP CB. LP 36 w 3- S 2X 6 MSA1630F -1.59 S.P.P. DL- 16 ftr 3- 7 2X 4 MSRI 6SOF -1.59 Xt. P.T. BOT CB. LIP 0 PSP 7- 1 2X 4 N M 656F -1.59 S.Y.P. DIP 7 PSF TOTAL LOAD- 37 PS? ALL W_BS 2N 3 110.3 0 P.L. 00196011 T71i5 TRUSS IS Dtsl=m TO SWPORT V&tTICAL SPACIX.- 24 IN. C/C LOAD• AS DL1iBPam BY OTHERS An SHOWN ON IMPDY LISTING. VERIFICATION or LOWIRC, INPUT DEM. L/240 DEFLECTION LIMITATIONS, "ANING MUMS, 910 BRACING OR 0188.4 LATERAL DANCING THAT INCAL SES (TER CENT) I5 ALRATS 0dO0IRED, IS TBB RE4PCi1SIBILITT Mau- 25 HAIL- 25 OF mm PROJECT ARCHITECT OR ENGINEER. TCH IS+ 15 3CH I.S. 25 MAIL VALOES:PSI) Q=,S CRORDS WLDS MAY MIN M MIN M20 349 110 140 Ile Tnt=EsWGTOBEUSM FL't,R,V IY A1T Rom I- 12- 8- 0 12- 8- -_ 3) S- 7- 6 13 u 22- •- 0 - 12- 0- 0 25- 4- 0 1 }1 -t g Amft •1A71M19 Colbma•r rsOralamo GANG4OXCOMM ENT£IINC. r • OHWr M Orr Y Y OAr.fr SriiewlrYM G wW am fitwAm A. ONAo.+.r..ri _ vr rti w.ry rr Ylaua.l. 9Pra ar 6•tra'YY ' V wcb rwiw R1w w r r 6= r bo o r P 07 h 927.8588 y L. *now r ow Yr 4Aadra6 r11A DIY Ow AYR OMP ra aAer w rrwei r Y IrrA rrrtw aY 9av1Y1 Job 110. r rr 1w rrr 1.. Yyw . M ar•rA. _ _Nair .. °..L_ ....,.. -..... DA7is uA 1 P.189t l i• rr a Pr bode wOCl+ riirw jl's.. irrwM Mlw r rrwrra C'i Ktl COi1Ei OW: READ ALL NOTES ON THIS DRAWI jNGI AI Mon Apr 13 10:15:40 PDT 1992 GN163: /USR /AL /1051a1 I OT TY£R N IZE T H G!611MR1 HLNba FORCE NOR DISP SLAPS /12 LOAA F8 FC:FT 0 P /AF U74/3:F CSI LAT. C8GP9S SIZE LMER DESCRIPTION FR -TO (LDS) FT -IN -SX DEPTH IN (PLF) PSI PSI DAC. 1 NL04 A+O 5. OX 9.0 0.25 C D 0 R D S KAX. I- 3 2X 4 NSIL45OF -1.51 S.F.F. 4 IW02 920 3. OX 4.0 1.501 2- 1) 1- 2 3474C 6 -10- 4 5.000 60.0 1984 1458 0.15 0.45 0.41 0.86 0.0 3- 5 2X 4 Y.SR365OF -1.51 S.P.P. 3 PS Itte *X12 2- 3 23810 5- 9 -12 5.000 60.0 2107 1458 D.SS 0.31 0.38 0.70 0.0 5- 7 2X 4 WR2400F -2.06 S.P.F. 4 I002 1620 3-OX 4.0 1.50( 4- 6) 3- 4 2381C S- S -12 -5.000 60.0 2107 1458 0.9S 4.31 0.38 0.70 0.0 Y- 1 2X 4 NSR240OF -2.01 S.P.F. 5 ffiA4 )120 5-OX 7.0 0.25 4- S 3474C 6 -10- 4 -5.000 60.0 1984 1458 0.85 0.45 0.41 0.16 0.0 6 IN11 920 2.OX 3.0 5- 6 3271T 6 -10- 4 -2.500 14.0 3436 2406 1.00 0.26 0.08 0.34 10.0 WEDS; 2X 3 NO.3 D.F.L. 7 CS13 In& F.OXi7.5 3.50 6- 7 2276T 5- 9 -12 -2.500 14.0 3438 2406 1.00 0.26 0.08 0.34 20.0 2- 8 2- 7 4- 7 4- 6 8 IC' M20 2.DX 3.0 7- C 3276T 5- 9 -12 2.300 14.0 3431 2406 1.00 0.26 0.08 0.34 10.G WEBS 2X 4 Ho- A1650F -1.5E S.P.F. 8- 1 3276T 6 -10- 4 2.500 114.0 3438 2406 1.00 0.26 0.01 0.34 10.0 3- 1 TRUSS Cfmm= FOR A 10.0 PST DDT. CH. LL W It 0 S 2- 4 87T 2000 594 0.00 0 -04 0.00 0.04 1.4 2. 7 IVIOC 1000 325 0.00 0.83 0.00 0.83 5.8 DESIGN SPECS. ACCOnL2NG TO II&^.:l8/ 3- 1 14917' 2063 1275 0.00 0.22 0.00 0.22 2.6 FABRICATION INSPECTION 70 81 PJMVIDED 4- 7 IDIOC 1000 325 0.00 0.93 0.00 0.83 5.6 IAN SECTION 25.1744 UV STANDARD 25 -17 4- 6 87T 1000 394 0.00 0.04 0.00 0.04 1.4 CONNECTOR PLATES IN ACCORDANCI WITH IC110 REPORT 6 1329 AIM/OR 1511 Pt jp +$„ °000. 'r,]JL REACTION AT JOINT- 1- rQ^cl ALLOW FOR HORIZONTAL DISPIACUkOT MAX. PURLIN SPACE- 0.0 FT. , MAX. UNBRA::ED ROT.CH. LEN.- 4.6 FT. AT 014E OF THE SUPPORTS PLYWOOD S'ATHING REQUIRED ON TOP CRORD •.. 1 -•1 %4 LAS. BR%C1 REOD. AT 1/2 LEN. WERS 2- 7 4- 7 NOTE: LAT RAL DAACES AND PURLIXS INDICATED FOR TRUSS YMOLRS ARI FSOUIRED 70 RWOCS BJCXL!NG LENGTH OF MEHBV, AND SHORED TRUSSENGINEMIN.^,ToBEUSMBEV711LEDTOTRUSSHEHBERSWITHMINIMUMOF2 -10" CC!*M WIRE NAI1S. PPAVISTONS HOST B6 MAZE AT ENDS OR SPECIFIED INTERVALS QNiYFOR TRUSSES AANUFACTtlRE3TOlLSTR.iIN OR ARMOR LATERAL 87ACI9C. BY OTHERS. w GANG-NAIL COls9MI+EWS, m FONITANA, CALIF. GROSS BAG JT REACT IN-SX 1 937 3- 6 5 937 3- 8 HEEL - 4/16 s• A I I " sr f---- 1----12- 8- 0 ^ --- -- r.. -- 1::- 8- 0 ED IF . 0 -12- 1 c 25- /- 0 r46CCw* p 6 Mmwn " w r frrerrL W& 6" Vm M fa ilUrlwl w" 6 ra FAr4 d tW1w N iMr anti spoor Y ar G_ f N rnwlaeurc . irr "pia i• r+ h+r ro a w .W+N a .w X a w a w . r.ati arer ..6 n.re w .wrw..o m w w r M r.r mm M w wa r M M 6w dw" 6r Y rrr rfnr .M ru w 6.mk rfra rrw w 6 , il, r 0 6rur 6 M M "m n a w a Ar ycr rrl rrrc w ra, -a,a '10w "lrr Id eft rr6rMr w d C W Iv rub M 1 d Irar Or N rlr4r6i )w warvN 4 1f.M Wf w •ri l Lr Or iw d M .nyy Not" tN wpa NMU Wi Y d M rYA M'r W Wow ar 10 1M MM MA1 Paw for 41 IIfLr w aif d d IWf f tlMVIM. F r rrW6wN1 KMM 1rf M 06N 1 cR /¢4 lLr M ww bdl rIN Ar 11s r twA 61,. V emir/ 1 r%Nft- /WX11= rwly Y r rr l1ww04 Mfw", AKV4#i hMw. Yn h rMr frOMrl Yw/'R6 M rd'Rla w • 6rr d ` IMPORTANT: READ ALL JIM) TES Oil THIS DRA1 INCTI rn) 1! DESK? CRITERIA TOP C.a. LL- 16 PSF D:,- 14 !SF NOT CA. LL-1 0 PSF 7 PSF TOTAL LOAD- 37 PSR CD96M SPACING- 24 IN. C/C INPUT DEFL. 1,1240 INCATISES IPER CM) IM"IIM- 25 NAIL- 2S TCH LS- 15 BCH LS- 1S AIL VALO`.S(ptI) 42OSS CHORDS MUS MAX HIV' l6AX MIN X20 141 310 148 if/ P16 139 31 130 72 GAW- NAlLl`.OMPONF) fWrr 075 1kii`.4)W AwNWA Fawns (%WwnM; 490 f 13AWv Aril 33,1992 r no. (:.ODE: D8: i •% Mm m 2 B Mon Apr 13 10:07:51 PDT 1992 GN163: /DSR /AL /1051b JT TYPS W LEN T X tML%MR) PE= FORCE BOR DISP SLO W12 IAAD FD FC:FT Q PAY VM/ZP CSI LAT. 4- 6 21 4 MSR1650F -1.59 S.P.P. FR -M- LES) FT -!X-SX MPTH ICE (PIE) PSI PSI TOTT.L LOAD- 37 P.4P ALL WEBS 2X 3 NN1.3 D.F.L. BWC. 1 CR02 920 3. OX 4.0 Comm SPACIMS. [4 IN. VC LCADN AS DEMMIM BY OIIM AND SN(m OW C H O R D S INPUT LISTING. VE4tIFICATIOH Of LCRDIHG, - INPUT DEFL. L /240 DEFLECTION mial ITICSS, F7MUM MBYMiOS, MAX. 2 CR11 120 2.0X 3.0 1- 2 73C 0- 0- 0 20.833 D 0.0 1156 750 0.00 0.03 0.00 0.03 6.0 3 IN02 M20 3.01 4.G 2- 3 0 2- 5-16 5.000 60.0 237S 117S 0.90 0.00 0.29 0.29 0.0 4 PK12 120 4.DX 5.0 3- E 739C 6- 0- 2 5.000 60.0 2305 1506 0.90 0.09 0.30 0.40 0.0 S 1XII V20 2.0X 3.0 4- S 11000 6- 0- 2 -5.000 60.0 2375 1650 0.90 0.13 0.36 0.69 0.0 6 HLC1 P20 3.OX 5.0 5- 6 1322C 6- 7 -14 -5.000 60.0 2375 1650 0.90 0.15 0.36 0.51 0.0 7 1402 M20 5.0X 6.0 2.75 6- 7 12207 9- 1 -15 0.000 14.0 237f. 1275 1.00 0.18 0.19 0.38 10.0 8 1902 920 3.W( 4.0 1- 8 713T 8- 0- 2 0.000 16.0 2375 1275 1.00 0.11 0.19 C.30 10.0 8- 1 591T 4- 5 -13 0.000 16.0 2375 1275 1.00 0.09 O.1S 0.26 10.0 TRUSS CEFCSED FOR A 10.0 PSF HOT. CH. LL N E B S 1- 3 BBSC 1000 650 0.00 0.36 MC 0.36 3.7 3- 9 155T 090 596 x.00 0.07 0.00 0.07 3.6 DISIGH SPECS. ACCORDIAO TO UDC 1988 4- 8 51C low 250 0.00 0.06 0.00 0.06 6.6 FARRICAT70N INSPECTION TO 9E PROVIDED 4- 7 499T ION 594 0.00 0.22 0.00 0.22 6.6 IAW SECTION 25.1744 UBC SIAMARO 25 -17 5- 7 350C 1000 679 0.00 0.14 0.00 0.1E 3.4 CONNECTOR PIATES IN ACCORDRN:E WITH MOO REPORT 4 1329 ALT,)/OR 1591 MM. PURLIN SPACE- 0.0 FT. , PM. IINBAIICED BOTCH. LEM.- 10.0 FT. PLYWOOD SHEATHING REQUIRED 02 TOP CHORD ••• NOTE: LATERAL BRACFS AND FORLIWS INDICATED FOR TRUSS MEMERS ARK REQUIRED TO REDUCE BUC1wn LENGTH of momm, AM SHOULD BE RAILED TO TRUSS MEMBERS WITH MNINUM OF 2 -10D COMMON WIRE CHORDS SIZE IMMIR DESCRIPTION DESIGN CRITERIA 1- 2 2X 3 ND.3 D.F.L. rif CH. LL- 16 -zw 2- 4 2X 4 M(SR1650F -l.M. S.P.P. DL- 16 PSP 4- 6 21 4 MSR1650F -1.59 S.P.P. DOT CA. Wr 0 PSF 6- 1 2X 4 N9R1650P -1.59 S.P.P. DL• 7 PSP TOTT.L LOAD- 37 P.4P ALL WEBS 2X 3 NN1.3 D.F.L. 19I5 TRUSS IS DESIGNED TO SUPPORT VERTICAL Comm SPACIMS. [4 IN. VC LCADN AS DEMMIM BY OIIM AND SN(m OW INPUT LISTING. VE4tIFICATIOH Of LCRDIHG, - INPUT DEFL. L /240 DEFLECTION mial ITICSS, F7MUM MBYMiOS, WIND BRACING OR OUR LATERAL MAC= THAT INIMASIS IPER CSXn IS ALWAYS RF MWZ, IS THE R9SPOMSrBILITY LUMBER- 25 RAII- 25 OF THE PROJECT ARCHITECT OR ENGINEER. TCE us- 15 BCa Li- 1S RAIL VALUFS(PSIN GROSS CP.ORDS NB.85 NAX min MAX NNW 920 149 110 145 119 NAILS. PROVISIONS MUST B9 MADE AT lams OR = PECYFIED INTERVALS TROV3 e4GNMRRWG To BE Uc' -DTORESTRAINORANCHORLATERALBRACING. BY OTHERS. ONLY FDR TRUSSES MANUFACTURED BY GA.NCa Mp_ C(XNTF'OPlM M M GAUSS BAG JT REACT IN -SX 1 783 3- 8 6 783 3- 0 C cAr.BEA- 0 -1 /E HEEL •• 4/16 I x- 0 -14 russ: Marc ..0 3P'•3Z - it w•r"i I- ,, „s 12•• 9- 0 -- a o o 21- 2- o ,. r M wrM " r w « U1117 .r- w Ma/dw N r e=,A w. w.1.r . we.r1r1611 tam 60 bra 110 Ww 1Mr• W •W \11wW 1Mmumr 1 1. 4.1pw • Mr bmpsl4 wrrr.A1 _ _ _ Rw1t 1M r.I M r r .e6 yfrrrf or wr Brw.a wa r arwM i -(s r.+ w -a i a+l. rN wWw.K • b irW U tW 4r'wdMlrRWir,w. ANT: NEAT) ALL NOTES ON rHl s WING! iiffiffii GANG -NAIL COMPONT]M, INC. 8375 Su9Lna Av mMW DATE ma u.1692 FwW CODE: UBc -3 B1 Mon Apr 13 1.:32:06 PDT 1992 GN163: /USR /AL /1051b1 JT TYPE N LEN T Z DaM ER) mZmM FORCE NOR DISP SLC?e/32 LOU FD FC:TT 0 P /AF VM/2F CSI LAT. DESIGN MIZEA:A FA -TO (LDS) FT -IR -571 DEPTH Ia (Pit) PSI FSI 2X 3 mc. 1 CA02 M20 3. ax 4.0 C 5 0 R D S 2X 4 MAX. 2 CP11 H2O 2. OX 3.0 1- 2 73C 0- 0- 0 20.133 D 0.0 1156 75C 0.00 0.03 0.00 0.03 6.0 3 IF02 WD 3.OX 4.0 2- 3 0 2- 5 -14 5.000 60.0 2375 1275 0.90 0.00 0.29 0.29 0.0 4 Pa12 M20 4. OX 5.0 3- 4 739C 6- 0- 2 5.000 60.9 2305 1506 0.90 0.09 0.30 0.40 0.0 S 1011 320 2. OX 3.0 4- 5 1100C 6- 0- 2 -5.000 60.0 I375 1650 0.90 0.13 0.36 0.49 0.0 6 R:.O1 M30 3. OX 5.0 5- 6 1322C 6- 7 -14 -5.003 60.0 2375 1650 0.90 0.15 0.36 0.51 0.0 7 Is02 120 S. OX 6.0 2.75 6- 7 2220T 1- 7 -15 0.000 16.0 2375 1275 1.00 0.18 0.19 0.30 10.0 D ZN02 320 3. OX 4.0 7- 8 713T 8- 0- 2 0.000 14.0 2375 1275 1.00 0.11 0.19 0.30 10.0 INCREASES cm CENT) 8- 1 591T 4- S -15 0.000 14.0 2375 1275 1.00 0.09 6.IS 0.24 10.0 TRUSS CHECKED FOR A 10.9 PSF HOT. CH. LL N E H 5 Tea L9• is aCa Ls- 15 1- 3 tlSC 3006 650 0.00 0.36 0.00 0.36 3.7 AIL VALUU MSI) GROSS 3- 8 IS5T 1070 594 0.00 0.07 0.00 0.07 3.4 DESIGN SPECS. ACCORDING TO UDC 1990 4- 8 52C 1000 250 0.00 0.06 0.00 0.06 6.S FABRICATION INSPECTION TO BE PRCViDED 7 499r 1000 594 0.00 1' -.22 0.00 9.22 6.6 IAN SECYION 25.1744 UK STANDARD 25-17 5- Y 350C 1000 679 0.00 ..34 0.00 0.14 3.4 COjQ6LC OR PWTS :11 ACCORDANCE KITH ICBO RE70RT 4 1329 AND /OR 1591 PNOVIDL FOR 1300.0 LBS HORIZOM -.'L REACTION AT JOINT- 1 VAX. KRUN SPACS- 0.0 FT. , HAS. O10IRACED 90T.C5. LEN.- 5.3 FT. PLYHOOD SEEATHING REQUIRED CN TOP CHOAD ••• NOTE: !AIERAL BRACES AND FZUIRS INDICATED FOR TRUSS HEMSERS ARC RLOVIAED EO REDUCE BUCKLING LENGTH OF PIJOER. AM) SAOVLD Ba NAILED TO TRUSS HEIMRS WITH M1NI131 Of 2 -101) CMION NI..° NAILS. PROVISIONS LOST PE '•A!;L A4 MS rA SP7CIrIED IlrERVALS TO RESTRAIN OR ASCHOR LAr.XA. 3RACING. BY OYFD;m. GROSS WAG JT PEACT IN -SX 1 713 3- 9 6 783 3- 4 CAYSEP0. 0 -1i8 HELL - 4/16 2- 0 o ID CBORW silt aOtR DESCRIPTION DESIGN MIZEA:A i- 2 2X 3 00.3 D.F.L. TCP CH. LIP 16 DSF 2- 4 2X 4 1MSR16SC•_' -S.Si S.P.P. vSP )4 PST 4- 6 IX 4 1SS.2450F -1.95 S.P.P. DOT Cl. LL- 0 k.T h 1 2X i 3= 65OF -1.3E S.P.F. DIP 7 PST TMI, LOAb• 37 PSF ALL Ida3 2X 3 10.3 D.F.L. Comm STACIIIG- 24 IN. C'C IYTCT DEFL. L /240 INCREASES cm CENT) LU1sub- 25 r'A*L- 25 Tea L9• is aCa Ls- 15 AIL VALUU MSI) GROSS Cams REIS MAX MLN Ku MID M2c 145 110 143 118 ONLYFOfli By c^'a -fe A.k Ss l!!uF Cpl MWANA. CAUF 3- 7- 6 FE -- 21- 2- 0 _ [ 4 ! 0+ li- --9 1 tans- 11i16wr41oe1ne c°" ciw QAN(i"LWUPONENTB INC. rn Cs M. r w..+ rest w r 1..Ed. Ar rr. rr. w M rr7..1. 71.n. \ r r Y A•a6 r r C.+. s Mw r. raNa.r r Tarr rr r.. t u16 w.w r.at r .r.w ra ni r r w 7M rWes w ra.. r r . r 1. vsb I• r.arr. r+ .r.o..wta1 o.r .w r 57755uh/MAvw ur rw r 1a.ir, rlrr ... rr r ws w .err.- .mss FoeMlnl. C CerN6 a237i 1.93 b .rr. .1 r.r w r w r rr..w_ Mw.rwwaw wrwr.rw w rr.boo. .rlr.......c r • M na rs w6uwrM «rrrr. w.r6rwoes bMawama r.r wws6/M wri Iw.erraw,wrrww wwr.M..r* 91100:(714)OU41M rest err 6 w 6a" of wr 0.10 wY r.a w.w. M Oirr r.raw.. wr e.R++.. U Frft w 1Mr. Ir r.'4 M.w 111. w 6. MwAw IM rr1 -Job ?w23013r .rK.r1 w b." 0Z r M .wuw.ww.w...71M .,.,.. ,... or p.6.w.t ... r . . y. w A„ u.11.19,z rr Pop v rM6 Al" TZ-4 r. . 111. aba rrrN 7.r rr. w r» ..... 114. M.n1 1..... F• rOwfrY }+ wup" A. aw9+ey1 .,itlf•. wrW` www Mr• 4mu s'1•rr. l.rw !w w. wew' . r1 YwYMwab H+rMr..lwu .r...w+...,w71r 1 Lr1rr.. r w M+ur 11.1 IN~ w .;• M t.#.M 1b. a P...! ws 6-6 r 4.. 4.4-0. w t •w. d 7876. ODOEs cBC A L 4 IMPORTANT. READ ALL NOTES ON THIS DRAWING! GN163: /USR /AL /1051b2 LMOU DRSC1tIDT7oN WO.3 D.F.L. SRI65OF -2.39 S.P.F. Mw f50F -1. St S.P.F. MSR1iSGF -7t.sy S.P.F. NO.3 D.F.L. MAX. PCAL20 SPACE- 0.0 FT. , 30A1. BLDRACm VOT.CR. LEN.- 4.4 F., PLYWOOD SMATSING ACQUIRED ON TOP cam ••- POTC: LATERAL RRACIS Me FSRLIWS INDICAUD FOR ^ROSS MWERS An RCC72RFn To Rtwa DUCKER[ LEN= Q imam An Se00L o M 9Cd1ED TO TRUSS =MRS NI12 MIWIM01( OF 2 -20D COMMON WIM KAI 90VISIO:S MST DK MADE AT V= OR SMIFIRD INTZRVA65 ofty TO RESTRAI3' OR RHC90R 1A sTF. J1L $R11C2DG. DT OT10:R3. Qp GROSS RAG Ot RCA T IN-SX 1 M 3- s 6 793 3- 9 CkMER- 9-1 /9 RZZL - 4/16 T 2 G Tnuss: . M 1f 93 1.3 f---- t- 6- 0 12- 1- 0 -- --! 1J 21- 7- 0 ---- 4iw K ww w :w w M SwWl w am w w wA K MrA w- me -w wwww A OwMw.. In .Y Uw rears Imrrr --I -nw rNMswywAw 001s4 wrr r rw80 YIi 4ew uanr, a..s.+ r t twawrarww W.ee re.rrr r• W t wwrw.sMruyeriAr01A .w • r w .nr. +.r t sr am r imam 4 r O."w a w M 4i =:r A w ww M t4 f 7 W~ wa rem w G ors i t 1 r wf w rM+ww4 rWweW w W.sr o. IrwiQ www as r wR wan. pY rd s'rr wr tYw ,wMw,.n ww.M+,w,wwM7w1'w Twww . rw_ w ww ri1 w 4Mabs Jamm yJ Mw w1 r rr ==.= s- Mw. IAA - u ' -y s w+af svw+. sa r o a w i /wss$ so 6.r.:'wi.MwU - win I" wwiwf rr Mr wr Wtam "rw' /raw kuw e MC 7 IMPORTANT. READ ALL DOTES ON THIS DRAIVINGI l iv -- I I Dultm CRITERIA TCP Co. LL- 26 am DL- 14 PS[ BOT Co. LL- 0 PSP PLC 7 PSP TOTAL LQV- 37 PSF Colo= SPACi Ka 24 ID. C/C INFIrl DFFL. L /240 I9CRtA5L4 an aim LL7l5FP- 25 DAIL- 35 TCA 15- 1S 909 1S- 15 MAIL VALV- SIFSI) CRUSS C90RDS vM MAX MIN 3911 MIN X20 149 120 241 116 0.kt!G4WL COMPONENTS, IM 9373 Suit" Avow Fltt,jmQW,,vr(A II pb4M.,,7tq 9769666 DATE: An 13,19n N0' a'^"_ 311061 COD*: Dic - 7Q B2 Son Apr 13 10:35:51 PD? 1992 scan. 4n JT Type W LCD T X D1FY.6LR) MENU FOILS 909 DISP SIANZ112 744 FS FC:FT U P /711 VKnF CSI z". c9Dnss S 1,18 PR -TO LOS) T -IN -S1 DEPT9 I9 PIZ) PSI PSI am. 1 CA02 M20 3.O1 5.0 1.75( 1- 21 c a O R 9 S WORK. 1- ? 2X 3 2 CR12 M20 2.01 3.0 2- 13C 0- 0- 0 20.233 D 0.0 1256 750 0.00 0.03 P.00 0.03 6.0 21- 4 22 4 3 1*92 M20 3. OX 4.0 2- 3 0 2- 5 -14 S.000 60.0 2375 1275 0.90 0.00 0.29 0.29 0.0 4- 6 21 4 It PK12 Y20 4.CX 5.0 3- 4 7390 6- 0- 2 S.000 60.0 I3CS 1506 0.90 0.09 0.30 0.60 0.0 f- 2 21 4 S 11141 920 2.01 3.0 4- S 11000 6- 0- 2 5.000 60.0 2375 1650 0.90 0.13 4.39 0.4S 0.0 ii 1L01 920 3.CX 6.0 5- 4 13220 6- 7 -14 5.000 60.0 2375 1450 0.90 0.15 0.36 0.51 0.0 A10 WEDS L:-3 1 342 MO S. OX 6.0 2.7S 6- 7 122CT 6- 7-IS 0.000 16.0 2375 1275 1.00 0.16 0.19 0.33 10.6 3 I=2 U20 3.CX 4.0 7- 6 7231 6- 0-2 0.000 34.0 2375 1275 1.00 0.11 0.19 0.30 10.0 5- 1 391T 4- 3 -15 0.000 14.0 I375 2275 1.00 0.09 0.15 0.24 10.0 TRUSS [ARCKED FOR A 10.0 PSF DOT. Co. LL M t b S 1- 3 225C 1000 450 0.00 0.76 0.00 0.36 3.7 3- 6 13ST 1000 S96 0.00 0.07 0.00 0.07 3.4 DRSICW SPECS. ACCORISNG TO UDC Isis 4- ! 52C 2000 250 O.Do O.Of 0.00 G.06 6.i MUTCATTOW INSPECTION TO U PROVIDED 4- 1 41PT 1000 594 0.00 0.22 0.00 0.22 6.6 IAN StCT1CW 25.1744 UDC STA.TJARD 23 -1? S- 7 3SOC 3000 679 0.00 0.14 0.00 0.34 3.4 COIDICCTOR PIA' ITS IN ACCORDAW -- WITH ICDO REPORT 9 1329 AND/OR 1591 PRMDC FCR 3100.0 LES DOAIZONTAL R- S1C220D AT JOIWr- 1 GN163: /USR /AL /1051b2 LMOU DRSC1tIDT7oN WO.3 D.F.L. SRI65OF -2.39 S.P.F. Mw f50F -1. St S.P.F. MSR1iSGF -7t.sy S.P.F. NO.3 D.F.L. MAX. PCAL20 SPACE- 0.0 FT. , 30A1. BLDRACm VOT.CR. LEN.- 4.4 F., PLYWOOD SMATSING ACQUIRED ON TOP cam ••- POTC: LATERAL RRACIS Me FSRLIWS INDICAUD FOR ^ROSS MWERS An RCC72RFn To Rtwa DUCKER[ LEN= Q imam An Se00L o M 9Cd1ED TO TRUSS =MRS NI12 MIWIM01( OF 2 -20D COMMON WIM KAI 90VISIO:S MST DK MADE AT V= OR SMIFIRD INTZRVA65 ofty TO RESTRAI3' OR RHC90R 1A sTF. J1L $R11C2DG. DT OT10:R3. Qp GROSS RAG Ot RCA T IN-SX 1 M 3- s 6 793 3- 9 CkMER- 9-1 /9 RZZL - 4/16 T 2 G Tnuss: . M 1f 93 1.3 f---- t- 6- 0 12- 1- 0 -- --! 1J 21- 7- 0 ---- 4iw K ww w :w w M SwWl w am w w wA K MrA w- me -w wwww A OwMw.. In .Y Uw rears Imrrr --I -nw rNMswywAw 001s4 wrr r rw80 YIi 4ew uanr, a..s.+ r t twawrarww W.ee re.rrr r• W t wwrw.sMruyeriAr01A .w • r w .nr. +.r t sr am r imam 4 r O."w a w M 4i =:r A w ww M t4 f 7 W~ wa rem w G ors i t 1 r wf w rM+ww4 rWweW w W.sr o. IrwiQ www as r wR wan. pY rd s'rr wr tYw ,wMw,.n ww.M+,w,wwM7w1'w Twww . rw_ w ww ri1 w 4Mabs Jamm yJ Mw w1 r rr ==.= s- Mw. IAA - u ' -y s w+af svw+. sa r o a w i /wss$ so 6.r.:'wi.MwU - win I" wwiwf rr Mr wr Wtam "rw' /raw kuw e MC 7 IMPORTANT. READ ALL DOTES ON THIS DRAIVINGI l iv -- I I Dultm CRITERIA TCP Co. LL- 26 am DL- 14 PS[ BOT Co. LL- 0 PSP PLC 7 PSP TOTAL LQV- 37 PSF Colo= SPACi Ka 24 ID. C/C INFIrl DFFL. L /240 I9CRtA5L4 an aim LL7l5FP- 25 DAIL- 35 TCA 15- 1S 909 1S- 15 MAIL VALV- SIFSI) CRUSS C90RDS vM MAX MIN 3911 MIN X20 149 120 241 116 0.kt!G4WL COMPONENTS, IM 9373 Suit" Avow Fltt,jmQW,,vr(A II pb4M.,,7tq 9769666 DATE: An 13,19n N0' a'^"_ 311061 COD*: Dic - 7Q c Mon Apr 13 10:C6:28 PAT 1992 61:163: /USR /AL /1051c 7 F3 -199.3 SC=- 4116 3T •m N LEO Y Y O±mAER) 3699 rma 2M DISP SLOP9/12 LOW rs FC /rr 0 P /Ar VN/ir CSI L. 1- 3 2x t Kmf5Dr -1.59 S.P.F. FR-TO (Lill FT -It -SY D[VIN IN 1PIF) PSI PSI 3- S 2X 4 lli ssw -1.59 S.P.F. MAX. ELAI 790 3. ox 5.0 2. ox 3.0 C 2 0 R D S 3- 2 13230 5- S-24 5.000 60.0 2375 1650 0.90 O.iS 6.23 0.39 0.0 t TRll M20 3 ?911 M20 4.01 5.0 2- 3 9660 4 -1C- 2 5.000 60.0 2375 1650 0.941 0.11 0.23 0.35 0.0 4 I512 P20 2.071 3.0 3- 4 9660 4 -IO- 2 -S.000 60.0 2375 1650 0." 0.:1 2375 1650 0.90 0.15 0.23 0.33 0.23 9.39 0.0 0.0 S OL.O1 M20 3-ox 5.0 5.071 1.0 2.15 4- 5 1333C S- 5-14 -5.000 60.0 5- 6 12307 10- 4- 0 0.000 '4.0 2375 1275 1.00 0.10 0.29 0.47 10.06I!A3 420 6- 1 12710T lo- 4- 0 0.000 14.0 2375 1275 1.00 0.16 0.29 0.47 10.0 TRUSS Cl2CGfD VCR A 10.0 PSF BUT. CB. LL w 9 2 S 1000 303 0.06 0.26 0.00 0.26 S.4 2- 6 3750 3- 6 49IT 1000 Sgt 0.00 0.21 0.00 0.21 4.3 D2SIGw E71CS. ACCORD!= TO VIC 19" 4- t 3750 1000 323 0.00 0.26 0.00 0.26 5.4 rAnICATICN IsoxcTION :e 119 PFMII>9D IAN Snnow 25.1144 UK STRUDARD 25-17 Na. ?.3111 SPACE- 0.0 FT. mx. D)mRkm mar. Ca. I2B ! 10.0 FT. CONSECTOR PLATES IN ACCORDAYC9 LAITY r_ll=0 5?- JtTd:iC ]MOM M ON 19r C80RD • IC90 RIPORT 9 1329 AND /OR 1591 IOIE. IA:.jM B9710E5 An rORLIOS INDICATED FOR TRUSS WWRS A1T ALOOIRED TO RIDOCL BUCKLING L%JCTB Or !01'10271. W SBOU D u IGII iD .0 -7i3S lV2ERS If1TR XIB11R111 or 2 -300 0011400 wlAs NAILS. P>ow-ISICRS )XIST D9 Mg AT ZMDS OR SPECIFIED INTERVALS TL AESrwa Od AOCROR LITERAL DAACING. BY OnIRS. 171055 DAG J: AFACT IB-sx 1 76S 3- 9 5 765 3- 6 CUYb131- 0 -1/0 REE7. - 4/16 iruss - G , clan CRO)D7S Slit 1.013£13 DESCRIPTION W5 = CAITE,'YIA 1- 3 2x t Kmf5Dr -1.59 S.P.F. 7% CB. LL- 16 RSF 3- S 2X 4 lli ssw -1.59 S.P.F. DL- 14 FSF 5- 1 2x 4 MMGSOF -1.59 S.P.F. BUT CH. LL- 0 PSP DtL- 7 PST ALL NESS 2X 3 117.3 D.P.L. TOM LO%D- 37 PST T1IS TRUSS IS D9SIGOED TO SDP =r VLATICAL CC46M LOADS AS D*- ISA!AW 111 0221113 1W SRG= ON SPACIifr 24 IN. C/C INPUT LISTING. VL11IFICATION Or TOADINA, DFF32;CTIOw L:MITATiONS, rBA1QNC TEY&M.4, ISM D9FL. L/240 WIND B101 NG OR OTHER L#TML SAUCING TEAT IS ALWAYS RLQOIRED, IS TO 7tl71NUIBI11TT Iyt3tE SFSl41R CEM OF M PRDUCT ARCHITECT OR MIREER. 1.0MID11. 25 MAIL- 25 TCL IS- 15 am LS_ 15 IMIL VALBESIPSII GAUSS CHORDS WEBS MAX MIS MI HIM 1020 469 110 143 111 TRUSS ENGWERWQTO BE USED MY FOR TRUSSES MANUFACTUR6P BY G VZG-NA L COMPONENTS, M FONTANA, CALIF a.-. 10- 4- 0 , 10- 4- 0 - 0 U © C5J L 20- r o --- - j.Aa a r wr w i {r awr r 6w- r a- r 1---1 r..t}r1 s. r s sww rw r f w •{• •r j ( 7r 1 w M + r M MIwMr rMYywwwo 2JLJ. ..1 A{ w r M M YUr low r M 6w'r tl Y M r f {p 110-* ni MrW M- biTo ITIN-W - 4- 7 -11 I = -.:= -- MO AIMI= f/O=A - I- a,.-... I.5C5I IMPORTANT: READ ALL NOTES ON THIS DRAWINGI e 1 QAH"ML a ?wVOHQJF, IWC. SM 1i11{e{16 Avwws Fw Wr,.% M", 923X P11w9: (TUq 423 7SN IMM- aIt CON mc g" / l C1 %on Apr 13 10:04:23 PDT 1992 GN163: iUSR /AL /1031c1 JT TYFt Y LES Y X OMMER) f VM FO11Ct ROIL DISP SLOM12 LMD FN FC:FT 0 ° /A? VK/Zr CSI Uffl. C90RDS SILL TOQ Ca. Li- 16 P3 Fr •10 (WS) FT -IX -SX MM IX Mr) PSI PSI DI- 14 YST Me. ROT CR. LL- 0 rw 1 CLOT 100 3.OX 5.0 C a G R D S NO.3 D.Y.L. IOUN. 1- 3 2X 4 2 IX11 IS20 2. CA 3.0 1- 2 13330 5- 5 -14 5.000 60.0 2375 1150 0.90 0.15 0.23 0.39 0.0 3- 5 2X 4 3 Pill X20 4. OX 5.0 2- 3 966C E -10- 2 5.000 60.0 2375 1650 0.90 0.11 0.23 0.35 0.0 S- 1 2X 4 4 1181 !!20 2.0X 3.0 3- 4 9160 < -10- 2 -S.4J9 61.0 2375 I654 0.90 0.11 0.23 0.35 0.0 MAX A39 mx ICN 5 XL01 X20 3.01 5.0 4- S 13330 5- 5 -14 -5.000 60.0 2375 1950 0.90 0.15 0.23 0.39 0.0 ALL 1i6BS 271 3 6 2303 X20 S.OX 9.0 2.75 5- c 12301 10- - O 0.000 14.0 2375 1275 1.00 0.10 0.29 0.47 10.0 6- 1 12301 1D- 4- 0 0.000 14.0 2375 2215 1.00 0.10 0.'.9 0.47 10.0 TRUSS [PECKED FOR A 10.0 PSF DOT. CH. LL R E S S 2- 6 37SC 1000 393 v.oO 0.26 0.00 0.26 5.4 3- -6 461T 2000 594 0.00 0.21 0.09 0.21 4.3 DESIGN SPECS. ACCORDING TO UBC 1903 1- L 3750 1000 3a7 0.00 0.26 0.00 0.26 5.4 FABRICATION 1NSPLCTIOX TC BE PRWMZD ILN 3EC:I0X 25.1744 rX STANDARD 25-17 PROVIDt FOR 1000.0 LBS RORIZONIAL REACTION AT JOINT- 1 COXNMM PIATES IR ACCONCMCt WITH ICSO REPORT 4 1329 AID) /OR 1591 PAX. PMLIX SPACE- 0.0 TT. . rAX. UHDINALIM 907T.CL. LEN.- 10.0 FT. PLYWOOD SHFArRINC RCODIRED OR TOP CHORD ••• PM: IATWAL 9AAC:S AND PDXLUM IXDICATED FOIL SROSS W-MBE S ARE IXOU2,7SD If) RFDM BMMING IEX61W Cf M MU, :A SSOULD BE NAMED TO VMS IMMZRS wits KINIMM OT 2-10 CCSOC/ XIRt lVa LS. PROVISIONS IOST Bt BAD9 AT LRDS OR SPECIFIED INTERVALS TO ;STRAIN CIA ANCHOR LATERAL DRACING. BY OTMRS. MSS BRG JT FFACT IA -SX 1 765 3- 8 S 765 3- a a"ER- 0 -1 /9 P.S9L - 4/16 I- f d N7f 0 30- 4- 0 ID LUMM DESCRIPTION DESIGN C9.ITERIA Ii~R1L50E-1.St S.P.Y. TOQ Ca. Li- 16 P3 MSR1650i -1.56 S.P.F. DI- 14 YST NSRILSOF -2.59 S.P.F. ROT CR. LL- 0 rw DL- 7 PST NO.3 D.Y.L. TOTAL LOAD. 37 PW COMMON SPACIMf- 24 IX. C/C INPUT OWL. 1/240 IXCIHEA3ES IPSR CENT) 1.UXBEA- 25 NAT:- 2S TCa LS- 15 NCH IS- 15 NAIL'1AIDESMSI) LiI07S CHORDS IWAS MAX A39 mx ICN M20 149 310 149 110 ONLYFOR rRIASS MANtw & • u•CIJ FOWANk CAL ±r E yT3,11tiC, 30- 4- 0 20- 9- 0 ---' wrs •••r •-. w r W 1.•gfl[rl Y r •w riM ow r u w A rMr -4 f.rf ARM . } O r rr r ' UNiwrw+Mfl4f M Ywb .ne Ywrl p, w'7Ar• r/lyrr r w syfM+c Mt b fMd R ie You r OrU+r /u •r 1' MwY M iNa Orfrirw.r sY wn YCa iA fN tiWf Aw wrW r /wrli w.fr. f r .v rrr..rw.irrre..orws.wr.srr. P rwrawr f ri r-ti w rrrvf 1Mre ii Is rlfr\ rF • se! 1191w VA "IsK war rfs wy Y M r w.r w r ry w M w. IrY r wI4- •wrrrwrwamm rrri• Mwi wfr w.. - IMPOR1PANT: READ ALL NOTES ON e.rwff ry T a 7 -11 GANG -NAIL COMPONI Mfi#, INC. 4375 lubam Av~ FoNNww CikWwv 4 I27 S Pba :(774)I2i4M DATE: AEA 11.2 992 J,.b F." CODE: vac 0 Hon Apr -3 09:18:21 FIT 1992 GW163: /USR /AL;1051J jr TYPE M LLS !f Y (MEMBER) MM M FORCE NOR DTSY SLCPZJ12 100 F% FC:FT 0 PJAF VNIST CSI LAT. 5- 7 2X 4 15R16SOT -1.51 S.2.F. FR -10 IASI FT -IS -SY DEPTH IN (P1F) Pat nSI TOTAL IAAD- 37 PST ALL SEAS 2X 3 90.3 D.P.L. EAC. I HL04 x2 b) 3. (a 1.0 2 1=2 M20 3. OX 4.0 1- 2 C N O it D S 34260 6- 9- 4 5.000 60.0 24101 1,61 0.15 0.44 0.39 0.34 MAY • 0.0 3 MI M20 5. OX 6.0 2.00 2- 3 23490 5- 1 -12 5.000 60.0 21 ;1 140 8.83 0.30 0.37 0.F1 0.0 4 I902 1420 3.010 4.0 3- 4 23410 5- 1 -12 -5.020 60.0 2113 1461 0.15 0.30 0.37 0.66 0.0 S RIM M20 3. OX 1.0 4- 5 34260 6- 9- 4 -5.000 60.0 2001 1461 O.tS 9.494 0.39 D.tA 0.0 6 IS11 M20 2. OX 3.0 5- 6 3230T 6- 9- 4 -2.500 14.0 2375 1275 1.00 0.48 0.11 0.59 10.0 7 C513 M20 5. OX 1.0 3.00 6- 7 3230T 5- 1 -12 -2.500 14.0 2375 1275 1.80 17.41 0.11 0.59 10.0 1 lint POO 2. OX 3.0 7- 1 3230T 5- 1 -12 2.500 14.0 2375 1275 1.00 0.41 0.11 0.59 10.3 8- 1 32301' 6- 9- 4 2.500 14.0 2371 1275 1.00 0.48 0.11 0.59 10.0 ROSS CRECEED FOR A 10.0 P.'1' MT. CH. LL 2- • N E B S 15T 3000 594 0.00 0.04 0.00 0.04 1.4 2- 7 9950 1000 ITS 0.00 0.79 0.00 0.79 5.7 DESIGN SPECS. ACCZIQIIG TO URA: 1918 3- 7 1471T 1000 391 0.00 0.66 0.00 0.66 2.6 FABRICATION INSPECTION TO BE PAAO DFJO 4- 7 9950 1000 334 5.00 0.79 0.00 0.19 5.7 AN SECTION 25.1744 UDC S770(OAID 25 -17 4- 6 45T 1000 94 0.00 C.04 0.00 0.fA 1.4 CONNECTOR PLATES IN ACCORDAIICE NILE ICDO REFORT 4 1329 A3.0/OR 1591 AX. YUP.LIW SPACE- 0.0 FT. v,AX. LNBAACED BO'.t.CH. LEF.- 10.0 FT. PLYM000 SHEATHING REOUIPED ON TOP CBORO ALLOW FOR HORIZOWrAL DISPZACS,MENT AT 092 OF THE SUPPORTS SOTS: IATEM M CES AND PURLISS I1^1CATED FOR TSOSS IF-MM ARE RSOUIRFS TO RMCE BUCRLIXG L.EL--TH OP PUMEH, AID SBOOLO BE )RTLED TO TRUSS )020WM SITN MIN11W. OF 2 -1OD COIJN NIKE NAILS. PRDVISIONS MOST BE MADE AT EKES OR SPECIFIED INTERVALS TO RLSTRAIN OR ANCHOR LATERAL BPACTNG. BY OTHERS.. A1JTf ?l le- !( 1OSS BAG JT REACT I9 -SX 1 925 3- 1 5 92S 3- 8 HEEL - 4/16 013 I Cik?.DS 111:2 1AXBM DESCRIPTION DESIGN CRITERIA 1- 3 2X 4 MSR165OF -1.:E S.Y.P. TOP Co. LIP 26 )sP 2- S 2X 4 gSR1653F -1.SE S.P.F. DIP 14 PS< 5- 7 2X 4 15R16SOT -1.51 S.2.F. SOT CH. L1P 0 PSP 7- 1 2X 4 MSR145011-1.59 S.P.P. PIP 7 PST TOTAL IAAD- 37 PST ALL SEAS 2X 3 90.3 D.P.L. CMIOF THIS TROSS IS DESIGBED TO StrPORT VERTICAL SPACIMr 24 IN. C/C LORMS AS DETERMINED BY OTHERS A30 SEWS 09 INFIr LISTING. VERIFICAT /Q OF LARDING, IRIPOT DEFL. L/240 DEFLECYICN LIMITATIOG, FRMRNG M--RODS, SUM BRACISO CR OTHER LATERAL BRT.CINO THAT INCREASES WER CENT) IS ALWAYS MUIRED, IS I= RESPONSIBILITY LUMBER- 23 SAIIP 25 OF THE PROJECT ARCHITECT OR ENGINEER. TCH IS- 15 &CH La- t5 MAIL VALUFS(PSI) GGROSS CHORDS SEES MAX MIS MAX MAN M20 149 110 141 118 Tnuss Eno MCL 1- 6- 0 12- 6- J 0 12- 6- 0 12- 6- 0 2s- o- o COW w tv so eww to *a u .......e t., A ..N'ywwp,p- rM 1• __ wT iM 1 i. O f(Yi Mrw V& • IMPORTANT. READ ALL ON 49°249 "S rkRAMINGI S -i -9 t i- a mss, (N, am suftm AV~ Fw" M,CmMM t MU Pb": (714) i*3-0 n DATLB: Art 12.1992 'lob CODE DBC R 24 D1 Mon Apr 13 11:23:01 PDT 1992 GN163: /USR /AL /3.051d1 7 F3 -199.3 4CAL9i 4116 JT TYPE W LEN Y X OWWR) XDM FORCE MR WSP SLOPE/12 LOAD F0 FC:F*. 0 P /AF VM/ZF CSI LAT. CHORDS SIZE LUNBER DEsmi -TiOV FR -TO MRS) FT -IN -SX CEPTB IN !PIF) PSI PSI BIC. 1 AL04 V10 3. CSI0.0 0.25 C H 0 A D 5 Ku. 1- 3 2X 4 P:S1NN SSGF -I.3F .:.O.Y. 2 1 V0 M20 Olt S.0 2.05•( 2- 8) 1- : 3426C 6- 9- 4 5.000 60.0 2001 1468 0 -85 0.44 0.39 0.44 0.0 3- 5 2X 4 xSRISM -1.515 S.p.[r. 3 PE 911/ t 11 It 2- 3 23490 S- 4 -12 5.000 60.0 2114 1461 0.8S 0 30 0.31 0.68 0.0 5- 7 2X 4 KSA1W? -2.0E 5.24. 4 IP02 M20 3. OX S.0 2.00( 4.- 6) 3- 4 2349C 5- 4 -12 -5.000 60.0 2118 1468 0.45 0.1) 0.31 0.68 0.0 7- 1 2X 4 M.t124007-a.ot S.P.F. S UL04 M20 5. OX 7.J 0.25 4- 5 34260 6- 9- 4 -5.000 60.0 2001 1461 0.85 0.44 0.39 0.84 0.0 6 I9111 M20 2.0E 3.t S- 6 3230T 6- 9- 4 -2.500 14.0 3434 2406 1.00 0.26 0.07 0.33 10.0 1M 2X 3 00.3 D.F.L. 7 CS' .3 N16 9.0X22.5 6- 7 3230T S- 8 -12 -2.500 14.0 3438 2406 1.00 0.26 0.07 0.33 10.0 2- 8 2- T 4- 7 4- 6 8 TKII M20 2. OX 3.0 7- 4 3230T 5- 1 -12 2.500 14.0 3434 2406 1.00 0.26 0.07 0.33 10.0 NESS 2X 4 MSR1650F -1.58 S.P.P. 8- 1 3230T 6- 9- 4 2.500 14.0 3434 2406 1.00 0.26 0.07 0_333 10.0 3- 7 TRUSS CHECKED FOR A 10.1l) PSF DOT. CH. LL N E B 5 2- H BST 1000 594 0.00 0.04 0.05 0.04 1.4 2- 7 9950 1000 331 0.00 N.19 0.00 0.79 5.7 D8SIG0 SPECS. ACCORDUIG TO UBC 1910 3- 7 1472T 2063 1275 0.00 0.22 0.00 0.22 2.6 FABRICATION I92PECTI00 TO BE PROVIDED 4- 7 9950 1000 334 0.00 0.79 0.00 0.79 5.7 IAA SECTION 25.1744 VBC STANDARD 25-17 4- 6 85T 1000 594 0.00 0.04 0.00 0.W i,t CONNECTOR PLATES IN ACCORDANCE WITH 3CH0 REPORT 4 1329 AKD /OR 1591 PADVIDE FOR 4696.0 LBS HORIZONTAL REACTIOW AT JOINT- I ALLOW FOR P.ORIZOWAL DISPLACEVMT MU(. POPLIN SPACE- 0.0 FT. , MAX. WMRI_CFZ HOT.CB. LEN.- 4.0 FT. AT ONE OF THE SUPPORTS O4 PLYWOOD SHEATHING REQUIRED ON 70P CHORD 444 1 -1X4 LIT. BRACE REOD. AT 1/2 LEN. WEBS 2- 7 4- 7 NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS Y FOP ARE REQUIRED TO REDUCE BDCELINA3 1ZXCTR OF BER AND SHOULD BE NAILED TO AAUSS IWM - -RS WI-_%f Y1NIITJM Cr 2 -300 COMM NINE 4SMANUFg 15 8ByCANIG- NAIL(`OWO M,:ni NAILS. PROViSIONS MOST BE MADE AT LIDS OR SPECIFI -J) 2STE'RVINIS Fiai4Nk .CALFTORFS7RAINORANCHORTATERALBRACING. BY OTSERS. M AdTI(11 fATW_ GROSS BRG Jr ]KMACT IN -SX I 925 3- 4 5 925 3- 8 BELL - 4/16 Truss: D HAy'y c,' 31 -93 Ns, 23013 , A r r 12- 6- 0 . _ ..-. - 12- 6- 0 ------ --t a s .4 C] 0 12- 6- 0 1ti- 6- O 25- (,- 0 w .ww w .. 4CM., IV Or "ope, • w4 E r/ bw.* w I:r4 fT N WL Ywi1M/ 61W 4 7& w ww Y 10 F, piM 4f y ri wrlaw 6.i ifr awt a ANT: READ ALL .NOTES ON THIS DAA ws PESIGMN CRITERIA TOP M. U.- 1R ?W Dlr 14 PSF RUT' CH. U.n 0 DW 01- PSF TOTAL LCOW"Or 37 PST CQ*= 5f:.CI3r' 24 119. C/C ISPD! DEI:. V240 ILL7N'F.ASES(PEA CENT) LU9(SE4' 15 A1I11. 23 YC1 :. • 15 DC0 7.3- t5 941L VL'118SM--I) GMUS ChMs MIS 7" :+IX 9y. Y.:1 124 tog 110 148 99 M:4 3J9 91 333 72 - I U "' 1 2 GANG -NAIL MUPONENTS, IN M 4971 suU1n1 Arwwo FNNfna, Cmw.Naf 4M PhaNN4: m•1 ww 0A7Ti:A9f Nf,lift Job 001W.: DEC I - 24 E Mon Apr 13 10:09:19 PDT 1992 GN163: /1J5R /AL /1051e T TYP3 M LEN Y X (MEMBER) If.:MaF, tt,4= NNOR DISF SSLOPE /12 LLOAD FFB FC:FT QQ F /712 VN/ZF CSI ! AT. Flt -TO ( LUS) FFT -IN -SX DDEPTH IN ( PLF) PPSI PSI BBAC, I CRO2 1420 3. OX 4.0 CC B 0 R D SS MMAX2CRL1M202. OX 3.0 11- 2 8800 00- M 0 119.167 D 00.0 11156 750 00.00 0.03 DD.00 0.03 tt.031NO2M203. OX 4.0 22- 3 00 22- 8 -14 55.000 660.0 22315 1275 00.90 0.00 00.28 0.28 00.0PK12M20 -1. OX 5.0 33- 4 7780C 55 -11- 2 SS.000 660.0 22304 1513 00.90 0.19 00.29 0.39 00.051&11 M20 2. OX 3.0 44- 5 111110 55 -11- 2 - 5 000 440.0 22375 1650 00.90 0.13 00.35 0.48 CC.06P.LOI M20 3. OX 5.0 55- 6 113300 66- 6 -14 - 5.000 440.0 22375 1650 00.90 0.15 00.35 0.Sl 00.07IS02M205. OX 6.0 2.75 44- 7 112211T 88- 6 -10 00.900 114.0 22375 1275 11.00 0.18 00.10 0.37 11C.08I902M2.0 3. OX 4.0 77- a 7721rT 77 -10-13 00. CDC 114.0 22375 1275 11.00 0.11 00.19 0.30 110.0 8- 1 445.Y 44- 8 -30 99.000 114.0 22375 1275 11.00 O.1C 00.15 0.24 110.0TRUSSCHECKEDFORA10.0 PSF DOT. C.H. LL NN E B S 1- 3 99190 LLOCO 633 00.00 0.39 00.00 0.)9 33.9 3- a 1119T 11000 594 00.00 0.05 00.00 O.G5 33.4 DESIGN SPECS. ACCOADINC 0 UBC 1968 44- a 114C 11000 257 00.00 0.01 44.00 0.01 66.5 FABRICATION INSIPECTION TU BE PFJYIDED 44- 7 ff92T 11000 594 00.00 0.22 44+.00 0.22 66.S IAW SECTION 25.1744 17R: STANDT.PD 25 -17 55- 7 : 460 11000 663 00.00 0.14 00.00 0.14 33.4CONNECTORPLATESIN )"CORDANCE WITH ICAO REPORT 9 1329 A.'TD /OR 1591 MMAX. PUQ12N SPACE- 0.0 FT MlX UNBRACEO BOT CH LEI - 10 0 PLYWOOD SBfATHT9'G RECC;RED 1117 TOP CHORD ••• NOTE: JATURI, BRAMS AND i RLINS 1RDICATED FOR TRUSS MISERS A01 REQOIRM TD REDUCE BUC.ILING 1ENGT4 OF 1, '1fA, i..'(? ;,'OUID BF KtI= TO TRUSS MS!'IDER= N7_A ItInIXt4 OF ' '.DD CMIC.4 WIRE NAILS. FROVISIOSS LOST "'1rtDE AT EMS OR SL:.CIFIED IMAN,)ILS TO RESTRAIN Ca. ANCHOR IATAI M BRACINQ. BY OTHErA. GROSS BAG Jr REACT IN -:w 1 183 3- 8 6 783 3- 8 CAliOER• C :/e HEEL - 4/16 T 1 -11- 3 rruss: J_ 11.93 23 a -a -D- El 12- 6- 0 CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA 1- 2 2X 3 NO.3 D.F.L. TOP CH. 3110- 16 Ps4 2- 4 2X 4 MSR1450F -1.SE S.P.F. CI:• 14 PSF 4- 4 2X 4 MSRISS0F -1.5E S.P.F. DOT CN. LL• 0 PSr 6- 1 2X 4 MSR1650F -1.SE S.P.F. DIr 7 Par TOTAL MAO- 37 PSF ALL WEBS 2X 3 NO.3 D.F.L. C(lf011 THIS TRUSS It DESIGNED TO SOPPORT VERTICAL SPACING 24 IN. C/C LOADS AS DETERriINED BY O:'HERS AND SHOWN ON INPUT LISTI:TG. VERIFICA`CION OY IOADIA':, INPUT DEFL. L/.240 DEFLECTIOV LIMITATIONS, FA4MSNG LE113COS, WIND SPACING OR OTHER IATERRI, BRACIA: THAT INCRF.ASES(PER LENT) IS ALMYS AFQUIMD,_ I3 19E RESPONSIBILITY IEMER- 2L BUT- 25 OF THE PROJECT ARCHIIECT 0A ENSIN"M. TCH LS- 15 BCF LS- 15 TAIL VAiAESIM) GROSS CROADS WEBS NO MIN MAX N7N 3120 149 110 146 176 T!4(IS E,A,INC)NRY lr"Xi T 4 SIRING 0 &F U.S6YG &%,, 3 -+AIR SE,SAi. Q) FG,47: jtq (gljcoAwc) VE'w 1G. D C L J 21- 2- 0 Tarr r•ry n0 wlJrll•.1 Irr-rq 4* 1 anwt yri:5 MG a b as r i SOW M •w,sil T o'y vrow s 0-,1 cwws W0- 0-J nlp rfa.• .1 :frwrli•1 b baef hLbMri M 11wKA: I,1 ppkYYbMM Y ).VY EAW Ma L y ? b4 1I5d 0 1a 1 0- Mw E Ui rl • fb r / NM r1M/nl.(r.V 1 J M Mq /V11Y w ry .1 .r IO . /Cf+y0-ar mgrM bM / e rr4 A 'J. wII h waw m bd lra NR•pw - MK bf 1•..Mw .E waA YMbIM M'•r w FA. a MMJO. M r Nargcslwe0-r JwW r 0-wp r16wr qW w aql sr. 1wl 0-w. 11 ::t Imlerir Ildl M 11.11.1 y u E iPM d w h u,' Irt! reY IN1 0-w rrrw 'r d w, 0-711. bey me be a4ntlbrUti'trll IwY. Itw, 9srn. Irr O 4 '/v y e wrVllt 0--M wr r li•d/. 'f , (>.n /. w.r.I eael --usut m. 1-W-W0 wJarwr n clw•rwra xrnllw w0- JwS1 w ..w.0- r wa•/ m r Mr7 p.4wk1N11Mae wl rrlidw Mr.11 0-•I 1111 1L1/ t0-,• W0-.,, wduwrl by I:+wc. . r nt. AplTas IM MNiJM e1 d1J 6WW7 f6r {• r rr'" m ma ev wt p+wr..' - ^r• mee Iw wwH n d p MPJ ne t wslryir+l a"illrY410. ' rIr1JYp al: 1 O I legr(K(TI Q yN f ww A0- lui 6Y6ft too- *-WWA r 1M0 Waft 011 le bt&JM,. PV-bo 141 ii lid 04 Y waim1 I.N.9 /a M wnY sle1y •u ln/ wiyJ yMe nyr lwrMlyiw.kelrrl•Y w(;Iwr 0+101 M4.n r,. .wey.,w 0-r. arum IlfiMli. h6 b 0 %owe b r 64 P..w y ItY •I1WI wAUow 4wI4KWft ""haft w M llr Mrnk iad tg. 040M A J0 MW -A 06 9. ^ M II W6u1M a *- MI 60-11 d Y I I•N wwM MEU1Mv.frr41 M 4ww M4A0F!TA1VT: R':- iLrAL lI1017ES ON i"1fl a ,DR.A W;*JUG,! Il GANG -NAIL COMPONENT1.4 INC. 8375 Sulnna Amin For"", C.ckfarnii (7125 Phan: (711) 132'1 awe DATE:At3t 11,1/,2 ico No. couF: smC IL1 Ah / 4w 24 11.93 23 a -a -D- El 12- 6- 0 CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA 1- 2 2X 3 NO.3 D.F.L. TOP CH. 3110- 16 Ps4 2- 4 2X 4 MSR1450F -1.SE S.P.F. CI:• 14 PSF 4- 4 2X 4 MSRISS0F -1.5E S.P.F. DOT CN. LL• 0 PSr 6- 1 2X 4 MSR1650F -1.SE S.P.F. DIr 7 Par TOTAL MAO- 37 PSF ALL WEBS 2X 3 NO.3 D.F.L. C(lf011 THIS TRUSS It DESIGNED TO SOPPORT VERTICAL SPACING 24 IN. C/C LOADS AS DETERriINED BY O:'HERS AND SHOWN ON INPUT LISTI:TG. VERIFICA`CION OY IOADIA':, INPUT DEFL. L/.240 DEFLECTIOV LIMITATIONS, FA4MSNG LE113COS, WIND SPACING OR OTHER IATERRI, BRACIA: THAT INCRF.ASES(PER LENT) IS ALMYS AFQUIMD,_ I3 19E RESPONSIBILITY IEMER- 2L BUT- 25 OF THE PROJECT ARCHIIECT 0A ENSIN"M. TCH LS- 15 BCF LS- 15 TAIL VAiAESIM) GROSS CROADS WEBS NO MIN MAX N7N 3120 149 110 146 176 T!4(IS E,A,INC)NRY lr"Xi T 4 SIRING 0 &F U.S6YG &%,, 3 -+AIR SE,SAi. Q) FG,47: jtq (gljcoAwc) VE'w 1G. D C L J 21- 2- 0 Tarr r•ry n0 wlJrll•.1 Irr-rq 4* 1 anwt yri:5 MG a b as r i SOW M •w,sil T o'y vrow s 0-,1 cwws W0- 0-J nlp rfa.• .1 :frwrli•1 b baef hLbMri M 11wKA: I,1 ppkYYbMMY ).V Y EAW Ma L y ? b4 1I5d0 1a 1 0- Mw E Ui rl • f b r / NM r1M/nl.(r.V 1 J M Mq /V11Y w ry .1 .r IO . /Cf+y0-armgrM bM / e rr4A 'J. wII h waw m bd lra NR•pw - MK bf 1•..Mw .E waA YMbIM M'•r w FA. a MMJO. M r Nargcslwe0-r JwW r 0-wp r16wr qW w aql sr. 1wl 0-w. 11 ::t Imlerir Ildl M 11.11.1 y u E iPM d w h u,' Irt! reY IN1 0-w rrrw 'r d w, 0-711. bey me be a4ntlbrUti'trll IwY. Itw, 9srn. Irr O 4 '/v y e wrVllt 0--M wr r li•d/. 'f , (>.n /. w.r.I eael --usut m. 1-W-W0 wJarwr n clw•rwra xrnllw w0- JwS1 w ..w.0- r wa•/ m r Mr7 p.4wk1N11Mae wl rrlidw Mr.11 0-•I 1111 1L1/ t0-,• W0-.,, wduwrl by I:+wc. . r nt. AplTas IM MNiJM e1 d1J 6WW7 f6r {• r rr'" m ma ev wt p+wr..' - ^r• mee Iw wwH n d p MPJ ne t wslryir+l a"illrY410. ' rIr1JYp al: 1 O I legr(K(TI Q yN f ww A0- lui 6Y6ft too- *-WWA r 1M0 Waft 011 le bt&JM,. PV-bo 141 ii lid 04 Y waim1 I.N.9 /a M wnY sle1y •u ln/ wiyJ yMe nyr lwrMlyiw.kelrrl•Y w(;Iwr 0+101 M4.n r,. .wey.,w 0-r. arum IlfiMli. h6 b 0 %owe b r 64 P..w y ItY •I1WI wAUow 4wI4KWft ""haft w M llr Mrnk iad tg. 040M A J0 MW -A 06 9. ^ M II W6u1M a *- MI 60-11 d Y I I•N wwM MEU1Mv.frr41 M 4ww M4A0F!TA1VT: R':- iLrAL lI1017ES ON i"1fl a ,DR.A W;*JUG,! Il GANG -NAIL COMPONENT1.4 INC. 8375 Sulnna Amin For"", C.ckfarnii (7125 Phan: (711) 132'1 awe DATE:At3t 11,1/,2 ico No. couF: smC IL1 Ah / 4w 24 T!4(IS E,A,INC)NRY lr"Xi T 4SIRING 0 &F U.S6YG &%,, 3 -+AIR SE,SAi. Q) FG,47: jtq (gljcoAwc) VE'w 1G. D C L J 21- 2- 0 Tarr r•ry n0 wlJrll•.1 Irr-rq 4* 1 anwt yri:5 MG a b as r i SOWM •w,sil T o'y vrow s 0-,1 cwws W0- 0-J nlp rfa.• .1 :frwrli•1 b baef hLbMri M 11wKA: I,1 ppkYYbMMY ).VY EAWMa L y ? b4 1I5d0 1a 1 0- Mw E Uirl • fb r / NM r1M/nl.(r.V 1 J M Mq /V11Y w ry .1 .r IO . /Cf+y0-armgrM bM / err4A 'J. wII hwaw m bd lra NR•pw - MK bf 1•..Mw .E waA YMbIM M'•r w FA. a MMJO. M r Nargcslwe0-r JwW r 0-wp r16wr qW w aql sr. 1wl 0-w. 11 ::t Imlerir Ildl M 11.11.1 y u E iPM d w h u,' Irt! reY IN1 0-w rrrw 'r d w, 0-711. bey me be a4ntlbrUti'trll IwY. Itw, 9srn. Irr O 4 '/v y e wrVllt 0--M wr r li•d/. 'f , (>.n /. w.r.I eael --usut m. 1-W-W0 wJarwr n clw•rwra xrnllw w0- JwS1 w ..w.0- r wa•/ m r Mr7 p.4wk1N11Mae wl rrlidw Mr.11 0-•I 1111 1L1/ t0-,• W0-.,, wduwrl by I:+wc. . r nt. AplTas IM MNiJM e1 d1J 6WW7 f6r {• r rr'" m ma ev wt p+wr..' - ^r• mee Iw wwH n d p MPJ ne t wslryir+l a"illrY410. ' rIr1JYp al: 1 O I legr(K(TI Q yN f ww A0- lui 6Y6ft too- *-WWA r 1M0 Waft 011 le bt&JM,. PV-bo 141 ii lid 04 Y waim1 I.N.9 /a M wnY sle1y •u ln/ wiyJ yMe nyr lwrMlyiw.kelrrl•Y w(;Iwr 0+101 M4.n r,. .wey.,w 0-r. arum IlfiMli. h6 b 0 %owe b r 64 P..w y ItY •I1WI wAUow 4wI4KWft ""haft w M llr Mrnk iad tg. 040M A J0 MW -A 069. ^ MII W6u1M a *- MI 60-11 d Y I I•N wwM MEU1Mv.frr41 M 4ww M4A0F!TA1VT: R':- iLrAL lI1017ES ON i"1fl a ,DR.A W;*JUG,! Il GANG -NAIL COMPONENT1.4 INC. 8375 Sulnna Amin For"", C.ckfarnii (7125 Phan: (711) 132'1 awe DATE:At3t 11,1/,2 ico No. couF: smC IL1 Ah / 4w 24 El Mon Apr 13 11:37:56 PDT 1992 GN163: /U5R /AL /1051e1 JT 77 PE M LEN Y X IH.,7HBER)- PTHRA FORCE BOR DISP SLOPE /12 LOAD F8 FC: FT 0 P /AF VM/ZF CSI LAT. 4- 6 2X 4 FR -TO LBS) FT -IN -SX DEPTH IN PLF) PSI PSI TOTAL LOAD- 37 PSF ALL WEBS BRC. Cf.02 1720 3.0X 4.0 C H O R P S INPUT DEFL. L/240 MAX. CRli M20 3.0X 3.0 2 OOC 0- 0- P 19.167 D 0.0 1156 750 0.00 0.03 0.00 0.03 6.0 1 INC2 M20 3.OX 4.0 i- 3 0 2- 8 -14 5.000 60.0 237S 1275 0.90 C.00 0.28 0.24 J.0 4 P912 M20 4.OX 5.0 r 4 70X 5 -11- 2 3.000 60.0 2306 1513 0.00 0.10 0.29 0.39 0.0 S IN11 V20 2.OX 3.0 I- 5 IlliC 5 -11- 2 5.000 60.0 2375 1650 0.90 0.13 0.35 0.48 0.0 6 HLO1 Y20 3.OX 5.0 5- 6 1330C 6- 6 -14 5.000 60.0 2375 1050 0.9J 0.15 0.35 0.51 0.0 I IS02 M20 S-OX 6.0 :1.75 6- 7 12297 1- 6 -10 0.000 14.0 2375 1275 1.00 0.1E 0.19 0.37 10.0 t I002 W 0 3.OX 4.4 7- t 728T 7 -10 -13 0.000 16.0 2375 1275 1.00 0.11 0.19 0.30 10.0 8- 1 6501' 4- 8 -10 0.000 14.0. 2315 1275 1.00 0.10 0.15 0.26 10.0 TAUSS CHECKED FCR A 10.0 PSF BOT. CH. LL N E B S 1- 3 9110 3060 033 0.00 0.30 0.00 0.39 3.9 3- 9 129T 3000 594 0.00 0.05 0.00 C.05 3.4 DLSIGII SPECS. ACCORDING TO UBC 1980 4- 0 14C 1000 257 0.00 0.01 0.00 O.C1 6.5 FABA:CATION INSPECTIOA TO BE PROVIDED 4- 7 402T 1.000 94 0.00 0.22 0.00 0.22 6.5 AM SECTION 25.1744 Ux STANDARD 25 -17 5- 7 346C 1030 683 0.00 0.14 0.00 0.14 3.4 CONNECTOR PIA7ES IN ACCORDANCE WITH ICBO REPORT 4 1329 AND /OR 1591 PROVIDE FOR 187S.0 LBS HORIZOWTAL REACTION AT JOINT- 1 GROSS BRG JT ,REACT IN -SX 1 703 3- t 6 103 3- A CA10ER- 0 -1/8 FEEL - 4/16 I uss E I . r V " ;' -31.93 tio, 2.3013 PAX. PURLIN SPACE- 0.0 FT. , MAX. ONBRACED BOT.CH. LEN.- 6.2 FT. PLYWOOD SHEATHING RLJUIRED ON TOP CSORD ••- NOTE: LATERAL ERACES AM PURLINS INDICATED FOR BUSS MEM3E_4S ARE REQUIRED TO REDUCE BUCKLING LENGTH OF PMM&En. AND SH=Z BE NAILED TO TRUSS V- -mHERS ISITH MIRIKM Or 2 -10D COMM WIRE NAILS. 7ROVIS:06S MOST BF. • -J)7 AT ENDS Cl S?ECZr:ED INTERVALS TO RESTRAIN OR AVCHOR LATERAL B'.iACINS. BY CTFERS. 1-11 - CHORDS SIZE LUMBER DESCRIPTION DESIG9 CRITERIA 1- 2 2X 3 NO.3 D.F.L. TOP CH. LIP 16 BSF 2- 4 2X 4 MSR365021-1.59 S.P.F. DL- 14 PSP 4- 6 2X 4 MA1650F -1.59 S.P.F. WT G9. LL- 0 PSF 6- 1 2X 4 MSRISSOF -1.5E S.P.F. DL- 7 PSF TOTAL LOAD- 37 PSF ALL WEBS 2X 3 N0.3 D.F.L. C004M SPACING- 24 IN. C/C INPUT DEFL. L/240 INCREASESIPER CSINT) LUMER- 25 NAIL- 25 TCH LS- 15 BCH LS- 15 NAIL VALUES(PSI) GRO!SS CBCADS NESS 91AX HIN MAX MIR M20 149 110 148 lie ay tu q rp e R1NG to ply CA O SS e- B- 0 -- 12- 6- 0 -- 11 MVl n r 9w•rai 76i rW Naw a1 M Irrr rw• i W rqw, r Ow MM /J ro/ w Bpi/ M V Oonury .n nrr.avr w w.+a b eww wer 1.w W 11 M n r eewi r ueeU r w • wC r 6vweV hA 'w .i0 -rNn rr mtladwlP wW b i 6:;ee Ad 64 9rY/+1 a/ M yA+Ww r M 1.w irrrW M.0 ff F 9 wIw A r r wwrM. Rrf +M r N.." en bw% Yew M /wrn MI e» n tae r M w Yr r Y/ry Mn/,Mn ra.w wn reeve /•e6. -rf rep 6, r4ener. b r er p rr leeway wew we, Tn. eca .z rr sw/aw6 M r gl•MY 6F M & jr W M b airy won rw a1 rV w... n.r r.0 w...ti aew se rove w M yeeip bet r e,9eM ewP.e. rJwi r. wow M w b gyp. aer< Nr,M OIM Aww»9Mrf Mr'em"aft M.„Y a/ Iwo bw IwW w,.N riM6a'R Ilr.. M aur7 wo p/ NY r veal w-YaN r M wP•awYr•wwr•6rwnaF Me c.gwea P.O.. 6r en.4r. 0" 1. "ftm w w'o 4Pw g en /wM 6ier4 11ed eE 1 (w Ave,. f" p wp w ww bWtl WaY Slit Rawb r INr lzk ae Pry 6wrwa qWw Ibn ny eu.aee W.&A" w Aw t,,OU aw Two D[flwl •M1er rwYr Yr r nrn6 acwflw/r O,w 6 YMw oAw e t.a w awei ad w +w w1M M+ Jew ai wr/. W Mn. Me Y wow.! Y r fe ra n1 6, M arwlwi w aY=rwY . wmyme-No r we a a prwnle M/y1. -. eey aver IMPORTANT: READ ALL NOTES ON THIS DR144WHVGI 5- 6- 9 i 1161 GAN"AIL COMPONENTS, ING. l3r, (WMaq Awrw Fontana, C*Vlom 6 MM Phone: (714) In-IM DATE: APS 11.161E Job 140' CODE; DEC F Mon Aar 13 16:00:07 PDT 1592 GN163: /USR /AL /1051f JT TYPE W LEP Y X (MEMBER) XCHER FORCE HOR DISP SLOPE /12 LOAD FS FC:FT Q P /AF VM/YF CSI LAT. FR-TO (LBS) FT -IN-SX DEPTH IN (PLF) PSI PSI TOP CH. Llr 20 M 7 1824 3- 8 B*C. 1 HLJI M20 4.01 8.0 0.25 C S 0 R D S 6- 7 2X 4 Sn%NDARD D.F.L. F SAX. 2 11'.11 M20 2.01 3.0 1- 2 3598C 4- 0- 0 5.000 68.0 2063 li50 0.90 0.42 0.14 0.56 0.0 3 ER21 120 4-OX 8.0 3.25 2- 3 3280C 4- 0- 0 5.000 68.0 2013 1650 0.90 0.38 0.14 0.52 0.0 4 :00I Mgt 3.CA 4.0 3- 4 3095C 4- 6- 0 0.000 94.0 1863 1561 0.90 0.38 0.46 C.84 3.1 5 ERll M20 4.OX 7.0 3.25 2.50( 5- 6) 4- 5 22450 4- 6- 0 0.000 94.0 1931 1566 0.90 0.28 0.45 0.13 3.6 6 C202 M20 4.0X 7.0 1.50 3.0C( 6- 71 5- 6 2453C 4- 2- 0 -5.000 68.0 1936 1582 0.95 C.30 0.27 0.57 0.0 7 ClUl M20 3.0X 4.0 4- 7 17850 0- 0- 6 - 19.167 D 0.0 750 1156 0.00 0.29 0.00 0.29 4.6 8 TWO M20 4-OX 8.0 1.50 2.75 4- 61 7- P 0 4- 2- 0 0.000 28.0 2063 1275 1.00 0.00 0.44 0.44 10.0 9 IS03 120 5.DX 8.0 3.50 6- ', 3007T 9- 0- 0 0.000 28.0 2043 1275 1.00 0.45 0.46 0.91 1C.0 9- 1 3322T 8- 0- 0 O.ODO 28.0 2063 1275 1.00 0.50 0.46 9.96 10.0 TRUSS CHECKED FOR A 10.0 PSF HOT. CH. LL N E 8 S 2- f 327C 2000 541 0.00 0._S 0.00 0.75 4.4 3- 9 2407 1000 5f4 0.00 0.1. 0.00 0.13 3.1DESIGNSPECS. ACCORDING TO UBC 1988 4- ! 107T 1000 594 0.00 0.05 0.00 0.05 5.4 PAJAICATION INSPECTION TO BE PROVIDED 4- 8 &96: 1000 372 0.00 0.64 0.00 0.64 5.4IAWSECTION25.1744 UDC STANDA)OD 25 -17 5- E 22': 3000 70t 0.00 0.01 0.00 0.01 3.0 CO%VF,CTOR PLATES IN ACCORDANCE NITS 6- 8 2311T 2C63 1275 0.00 0.35 0.00 0.35 4.4 IC80 REPORT 4 1329 AVD /OR 1591 MAX. PORLIW SPACE- 0.0 FT. MAX. ONBRACED BOT.CR. LEV.- 10.0 FT. TO PREVENT P:f:J,.VG PROVIDE ADEQUATE PLYWOOD SHEAMING REOOIRS'D OW TOP CHORD 3- DR1173 71GE. 7X4 LATERAL SPACE PAD AT 3.1 FT O.C.OWSER 5) WREN NOT SHEATHED WOKE: )ATEFAL DRACLS AND PURLINS I)MICAiD FOR TRUSS MUSLRS ARE REQUIRED TO REDUCE BUCKLING LFPZ R OF IC -MER, AIaD SHOULD SL WAILED TO TRUSS IO:Y.3ERS W-R a -11TIP M OF 2 -10D C019M WIRE NAILS. PROVISIONS MOST BE MADE AT ENDS OR SPECIFIED 11-TERVAIS TO RESTRAIN OR ANCHOR LATELW, BRACING. HY OTHERS. GROSS BAG DESIGN CRITERM JT REACT 'lX-SX 1 160 3- 8 TOP CH. Llr 20 M 7 1824 3- 8 DL- la PSF CAY9ER- 0 -2/8 HEEL -L- 4/16 HOT CH. LL- 0 PS? 6- 7 2X 4 Sn%NDARD D.F.L. Fr?uss: flan: A:: C0*m 2- 9 3- 9 4- 9 b- 8 5- J R•• H 0- 0- 0 •-- P, - 9- 0- 0 ID a COW LOAD CHORDS SIZE L0ff3EA DESCRIPTION DESIGN CRITERM JT In 1- 3 2X 4 M5R1650F -1.59 S.P.F. TOP CH. Llr 20 M 3 440 3- 5 21 4 MSr.16SOF -1.51 S.P.P. DL- la PSF Ci 640 5- 6 2: 4 NSAICoUF -1.59 S.F.F. HOT CH. LL- 0 PS? 6- 7 2X 4 Sn%NDARD D.F.L. DL- 7 PEP 7- 1 2X 4 mm 6.07-1.51 S.P.F. TOTAL LWD+ 41 PSF WEBS 2X 3 10.3 D.P.L. C0*m 2- 9 3- 9 4- 9 b- 8 5- J SPACING- 24 331. C/C NEW IX 4 l:SP165OF -1.58 S.P.P. 6- 4 INPUT DEFL. L /240 THIS TRUSS IS DESIGNED TO ZOPPORT VERTICAL IACRFASES(PER CZC*s) L QXDS AS DETERKINED BY OTHEPZ AND SHONX ON LUNHER. 25 NAIL^ 15 INPUT LISTING. VERIFICATICOG OP itADING, TCH ZS- 0 WA L9' 0 DEFLECTION LIATSATIONS, FRAHING MTHODS, WIND BRACING OP OTHER LATERAL bRACING THAT KAIL VAL.QES(FSI GROSS IS AZ3IAYS REQUIRED, IS 7HE RESPONSIBILITY CHCADS WEBS OF THE PROJECT ARCHITECT OR ENGINEER. MAX 3QN NAX MIW M20 149 130 148 88 rp(NNS Z. ONLY figR RFEAfAIG 7o USY 7, Co M uM` AFAC? ttyq, 10 4- 2- 0 - 1 11 09 Uj C7 21- 2- 0 a-- w reri w n•nr rYNWMlierll+ww MM.a M. W i w to r OgtiM w +wl r 11 w tr 1 wb i.w. wr r lM I1t6 w wMek l y r w ,wr da..r r r r "nr enr ia1 i? Y Mir rr s" r r MfNMawM r. rrlrr Ywi W \Nr+/I r Y/ft Ilro. M rMN wriar Wiu r'r IWi a a r rAW ri.M a°"frr e ,fad b. ar.4 M rr M .r r fw rMN r 4MJ arrw w r wrr r OWi.s:r.:.°:.s- s...cw a +A W 6rne M 6r 1 -5 -1 T mrt w,o +n 6i i r rr ra rrlr W rW GANG. -NAIL COMP-- MENTS, INC. 0378 S6UW Awnaw Fa m"na, CGWwnle 675!6 PAaw: (774: 022, -1608 VATE-- alit 13.1993 i ^w r iA iaW, 1nrYWM Aa°p. K M wi`.. « N+wr q r ai'.wwiilre;w,a' .r"i7r a wj .wwrlr riD r M r ah+w w r Nrra -. rre YIN7L 0 AW +rnrYM .q+ rr wrfr KY. VrrwirWww54 CO.r iw rarwan ARC W:7l CY3(36: UBC IMPORTANT: REAL) AL.L. PJOTES ON THIS DigAWINIG! an Apr 23 15:47:48 PDT 1992 GNI63: /USR/AL /1051f2 ITT TYPE w LEN T _-_% (K ZER) 91FM FORCE W)R DISP ST.CPE /12 LOAD £A £C:F': O P /AY MW CSI LAT. JT REACL FR -TO (LBS) FT- IK -S)1' DEPTH IN (PI-) PSI PSI 1 307 AWE. I HL01 MO 3. OX 6.0 CHORDS CHIMER-- 0 -:1 18 HEElrlr 4/16 WIS. 2 INI4 M20 2. OX 3.0 1- 2 1851C 4- 0- 0 5.000 50 0 2053 1650 0.90 0. ": 0.13 F.31 0 3 EEIL M20 4.0E 6.0 3.25 1.50( 2- 3) 2- 3 15710 4- 4- 0 5.000 60.0 20:31 1650 0.1J 0.18 0.13 4.31 0.0 4 1902 M20 3.OX 4.0 1- 4 1499C 4- d- 0 0.000 60.0 1974 1566 0.S+ 0.18 4.28 11-46 5.0 S EAll M20 4.0E 6.0 3.25 1.50( 5- S) t- 5 2062C 4- 1- 0 0.000 60.0 2001 1569 0.90 0.13 0.28 4.41 S.9 6 CR02 M20 3.0E 5.0 5- 6 11500 4- 2- 0 -5.400 60.0 2043 3582 0.95 0.14 0.25 4.37 0.0 7 CR11 M20 2.OX 3.0 6- 7 E9SC D- 0- 0 - 19.167 D 0.0 750 1156 0.00 0.15 O.00 4.15 0 8 IES3 Y:0 3. OX 8.0 t 0 4- 2- L 0.000 14.0 2063 1275 1.00 0.00 0.22 0.22 10.0 9 1503 M20 S.OX O.0 2.75 8- 9 140ST 1- 0- 0 0.000 14.0 2CS3 1275 1.00 7.22 0.22 0 4S 10.0 9- 1 I7C9T .1- 0- 0 0.000 14.0 2063 1275 1.00 0.26 0.23 0.49 10.0 TRUSS :HECKP* FOR n 1C.0 PSF BOT. CH. LL X E B S 2- 9 273C 3000 567 0.00 0.13 0.00 0.13 4.4 3- 9 220T 1000 594 0.09 0.10 0.00 0.10 3.1 0151; -F S: -ECE. ACCOPDING -0 UBC I9BG 4- 9 12T /000 594 0.00 0.01 0.00 0.01 5.4 FAAHICATi ON I31MCITM TO HE IAOVIDED 4- 8 516C 1000 372 0.00 0.37 0.00 0.37 5 -4 Alt . °•ECTID7" 25.:744 t DC S SDAIliI 25 -? i i- A 997 1004 594 0.00 0.02 0.00 0.02 3.0 CONRECTOR PLATES IN A.CCOADANCT WITH C- A 11 -2T 1009 594 0.00 0.50 0.00 0.50 4.4 TCBO REPORT 4 1329 ART. /OR 1591 RIGHT EXTENSION- 2 -• 6- 0 PROVIDE FOR 1075.0 LBS HORIZONTAL REAC -ION AT 001NT- 1 TO PRELENT P0),-ll11CG PROVIDE ADE¢7ATE DRAINAGE. M.T. PDRLIN SPACE- 0.0 FT. , MAX. UNSHACED 110T.CV. LEN.- (.3 FT. PLYWOOD SHEATSIAG REQUIRED ON Tr-. CHORD - 1X1 LATERAL BRACE M) AT i.0 FT 0. C. UWJWR 3- 5) WHEN 740'' SHEATHED VC"Z: LATT.RAL BF'.CES A= PDRLINS 1NDICATLD FOR TRUSS 1"A.r' AM iLr0y1RED 10 IIEDOCF. BOCSLIn LENGTR OF !O1'IIiR. AND &2.. BE gULED TO TRUSS MEM9ERS WITH 11GWIM 9 OF 2 -140 Cgf" >; RAILS. Priovi530H.5 d.DSF BE MADE AT FJ(DS OR .SP8CIEia IMTERVALs TO RESTRAIN OR ANCNDR LATERAL BRACIN:. B'.' OTP.ERS. CR;7S5 BR.- JT REACL IN -SX 1 307 3- 6 1 949 3- 3 CHIMER-- 0 -:1 18 HEElrlr 4/16 1us •.. 96RIGSOF -1.1t S.P.F. mil' 3 A ley 4 rrwrsa ra..rrvr•rwr. J tQ I CO69C Lcm CHOCDS S) Is LMIBER DES43UPTION DESIGN CR17MA TL UZ 1- 3 2I 4 96RIGSOF -1.1t S.P.F. Tot ca. LIM 1C 1Y 3 144 3- 5 2t 4 MSR3650F -1.5t S.P.P. DL- 14 PSF 5 144 5- 6 2I 4 XM 650F -1.51 S.P.F. LOT CH. LL. 0 PST 6- 7 2I 4 STANDARD D.F.L. DI.- 7 PSF 7- 1 2X 4 PSR165CF -1.51: S.P.F. TOM LOAD- 37 PS? ALL NEW 2I 3 NO.3 D.F.L. CommON SP 24 IN. C/C INPUT DEFL. L /240 INCREASES(PE7. CENT) L0MIR- 25 471IL- 25 TCR LS- 0 am I.S. 0 Kul. VALyES(PSI) CROSS CBgWS WEBS 9P.X JUN MAX MR M20 149 310 149 116 LEFT EXTENSION - 2-^ h 0 RIGHT EXTENSION- 2 -• 6- 0 SyGA Tq SG ACWS FOND` Z Of---- -- H- 0- 0 - ..-- -r 9- 0- o 30 4- 2- 0 4; . -.. - 21- 2- 0 . w • w>rpr w N.r wi. a r 0 4. .4 oep0 w br rIr-w IMR f a wr i. .eYr w r V. %. drsi.r lwr r w r 6. b O+ LrrarWw6wW l ya Mer4N4 1n. rw M 0h w s w YM r y.a! t, t iw •4 0r be M.Orb brY r ti `r.M.e°w M`w4!!rI «r 41 ..4. 0.+ r kawda% . L- 3pl w a 0 w RrriO M Pqr" M rMJr104 440ur1 3s.Rr.rr r.pw3 p4r'• -.0n a PIN 1WON" (MI • !r 0.0 y yr NO ow bM om 4dri..r. W 90f W6 R7099i`0 t1i vr.rwi. r, flw Mom w wu. a 41 w b 0 wC 4.w9. f+rr /1+.eA. 1 ra bwlrr4, IM44M a of* 4a4wr NMw / QO * 0r M 4r bob V . Mr wvw M8aM4.. r 411 sr I 4TI104 94+ 0rN gum, a 1M rrr .= swo A% WNW ww Va 1 t- s- 1 1 1 -111- 3 IMPORTiANT: READ ALL fE'q ON THIS DRAWING! 4.4.t._.. -i GAN04lWL COMPONFJV ,% PC, IM *Ako 19 AvwvA 6ATE:•t )9.1993 "" ODD °1C ! 3 of 24 G l9cn Apr 13 09:23:38 PDT 1992 GN163: !uSR /AL /10519 Jr TOPE B LEN Y H (r.Er3ER) MEMtR FMCS Will C:SF SLOPE/12 .'.MD YE FC: FT Q '/AF V1Le2F CSI :-Sr. 1- 3 TC 4 MSRI6SOF -I.SE S.P.F. FR -TO (LDS) FT-IN -SX DEP:8 Ill ,YLFI PSI PSI 3- 6 2X 4 r- SR165OF -1.SE S.P.F. 39C. 1 HL04 120 3. ON 8.0 C H O R D S 7- 1 2X 4 MSR1350F -1.5E S.P.F. MI1Y- 2 INC2 9120 3 O 4.0 1- 2 3594C 7- C -12 5.000 $0.0 114' 1433 0.15 0 48 0.45 0.92 0.0 3 PF11 M20 5. ON 6.0 2.00 2- 3 2461C 6- 4+- 4 S.000 60.0 2671 1433 0.15 0.33 0.42 0.74 0.4 4 1002 r20 3. ON 4.0 3- 4 24610 6- 0- 4 -3.000 60.0 2:77 1433 0.85 0.33 0.43 0.74 C.0 5 ML04 r20 3. ON d.0 4- 5 35940 •- C -12 -5.000 60.0 194V 1423 O.IS 0.44 0.4S 0.9: 0.0 6 INII 1-26 2. ON 3.0 S- f 5319T 7• C -12 -2.500 14.9 2371' 1275 1.00 C. S1 0.12 0.62 :0.0 7 CS13 H2O t. ON 8.0 3.00 6- 1 33/9T f- C- 4 -2.500 14.0 2375 1275 1.00 0.51 0.12 0.62 10.0 IN,I M 0 2. ON 3.0 7- t 3389T 4- 0- • 2.500 :' A 2375 1275 2.00 0.52 0 !2 0.62 10.0 1 33E9T 7- 0-n 2.500 14.0 2375 1275 1.00 0.511 0.12 0.62 I0.0 TRUSS CEMCYED FOR A 10.0 PSF SOT. CH. LL K E B S 2- 0 9CT 1000 "1 C.00 C.C4 0.00 0.04 I.5 2- 7 10460 1000 303 0.00 0.92 0.00 O.S2 4.0 ADDITICIML FRAMXG PLA-.ES 3- 7 1540: 1000 594 0.00 0.69 0100 0.69 HEEL 1120 3.02 5.00 4- 7 1046C 10 :0 303 0.00 0.92 0.00 0.92 S. J) VENT. K20 2.0Y 5.00 4- 6 90T 1000 594 0.00 O.C4 0.00 0.04 1. ESIGW SPECS. ACCOIGING TO Dw 2981 MAY. P^RLIN SPACE« 0.0 FT. PAX. UX3RACW BOT.CH. IXX.- 10.0 FT. FAIA1CAT :ON INSPECTION TO BE PROVIDED PL'INOOD ShzA7fiING Axac-IRCD ON TOf CHORD TAM SECTION 25.1744 UBC b- AADARD Z5 -17 1 -1X4 RAT. Fr:ACE REDD. AT 1/2 LEN. KCIS 14 -114 CONNECTOR PLATES IN ACCORDARCE WITH ICBO REPORT 6 2329 AND /OR 1591 On: IATEI,AL DANCES )LSD P=tlr.S FM TRUSS W--37-RS ARE PEOOIAED TO REDUCE BDCV1.1A: IENGTW C? M -WdER, AND SNDUW ALLOW FCA i?QAIZOA :AL DISPLACEMENT 14Z NAILT-D TO TR751 IMMAS WITH :U KI1t1W OF 2 -.'.00 COb"OW WIRE AT Ctm OF THE SUPPORTS WAILS. PROVISIORS ADST DE 1013E AT ENDS OR SPFCIFIiLD_ IA.%,V1ALS TO RESTRAIN ON =3tCa0,1 IJC7YRAL BRACING. by O.-igrS. All 11Gl (ate-? i r 1 Z-. ? G- ,G C . ='- 'A- GROSS qRG Jr REACT I9 -SX 1 96t 3- i 5 961 3- t HEEL - 4/16 r7• 3 r 1r aawYm r u I.?i o a -- o 13- 1- O --... 17_ I_ p CHORDS SIZE LUMBER DESCRIPTION D --SIGW CRITERIA 1- 3 TC 4 MSRI6SOF -I.SE S.P.F. TOP CS. LL- 16 *Sr 3- 6 2X 4 r- SR165OF -1.SE S.P.F. CL- 14 PSF 5- 7 ZX 4 115R1650F -1. S: S.P.F. HOT CH. LL- 0 Pp 7- 1 2X 4 MSR1350F -1.5E S.P.F. DL- 7 PST TOTIS LOAD 37 PW WEBS ZY 3 00.3 ".F.L. 2- 1 2- 7 3- 7 4- 7 4- 6 15-15 comical 16-16 SPACINr" 24 IW. C/C WEDS 2Y 4 PSR240OF -2.0E S. ?.F. 14 -1a PUT DEFL. L/240 TFIS TRUSS IS DESIGXEC TO SUPPORT VERTICAL INCRFI SFS(PER CEIM LAT.DS AS DETERM19M BY OTHERS ANC SHORN OD LUISER- 25 NAIL- 25 WOr LISTING. VERIFIMTICW OF LOADIn, CH LS- 15 BCH LS- 1S CEFLLCTION LIMITATIONS, FPXKIXG METHODS, WIND BRAUN; OR OTHER IATE)U1, BRACING THAT AIL VALUFSIFSI) GROSS IS ALWAYS - REEQUIRED, IS TFE RESPONSIBILITY CHORDS WEBS OF THH PROJECT ARCHITECT OR ENGINEER. 1DJl r.IW MAY MEIN M20 149 120 149 110 rpuss aYtY Rte , G IU Ee USED MAWFAMRM 13- 1- 0 ---,i r 1. r ¢.r 1 do tI M r. wan.. 1 r 4ngea r r. r N .MM re M nr r erar r w,»h r rr raal hel l r../:e6 ft" w .er. k swnr r ar iw46. a+N+4r6 tph.a 97 w awr ri y sa e r :, y i+w .we s.rar 9 r r,ar,h4 ¢71 edarra w ae`i',,•isr. ewe vy' Mrea a•a rw.rw. wlrN. awyrrrr..w+r.wrw ew7 lnr'yCRTANT. READ ALL (VOTES ON TH S DRAWINGI 0 z GANG -NAIL COMPONENTS, ING, Fwaff h Cagwlir 9U35 4iii I 04N1: (711? iZ7 100 DAM An 11.290 ohm ba. CODE: obc G1 Mon Apt 13 10:90:03 PDT 1992 GN163: /l7SR /AL /1051'31 e 7 F3 -191.3 SGA:i. %I,* JT TYPE W LEN Y Y (MEV11" !'..^r9R FORCE HOR DISF SLOPE /12 LOAD FB FC *rr 4 P /AF V.VZP CSI BRCBR^ FR -TO (LBS) FT -IN -SX DE" IN (PLF) PSI PSI MAX: 1 H1,04 M20 S- 0112.0 0.25 41-CO( B- 11 5.0 2.00( 2- 21 C R O R D S 1- 2 3594C 7- 0 -12 5.000 60.0 1040 1433 0.85 0.68 0.65 0.92 0.0 2 IN02 %20 3.W( 3 ?A MLO f A 12 2- 3 2461C 6- 0- 4 5.000 60.0 2017 1433 0.85 0.33 0.42 0.14 0.0 4 1902 M.20 3-OX S.0 2.00( 4- 6) 3- 4 2461C 6- 0- 4 -5.000 60.0 2077 1433 0.65 0.33 1433 0.85 0.48 0.42 0.14 0.45 0.92 0.0 0.0 5 HLC4 MIO 5.OY 6.0 0.25 4- 5 3594_1 7- 0 -12 -5.000 60.0 1960 6 IN11 " a( 2. OX 3.0 1 M20 9.0X22.5 7 3389T 6- 0 - 1< 2.500 14.0 3438 2406 1.00 0.21 0.05 0.35 10.0 8 IN11 4520 2•CX 3.01101 7- 8 33801 6- 0- 4 2.500 14.0 3 <30 2401 1.00 0.27 0.08 0.35 0.08 0.35 10.0 10.0 8- 1 3359T 7- C -12 2.500 14.0 3433 2406 1.00 0.27 TRUSS CHECKED FOR A 1C.0 Pst 871. CH. LL W E B S 1000 S94 0.00 0.04 0.00 0.04 1.5 2- a for 2- 7 30460 1000 303 0.00 0.92 0.00 0.12 6.0 ADDIVONAL FRAMING F:.ATES 3- 7 /S4CT 2013 1275 0.00 0.23 1000 303 0.00 C•f2 O.00 0.23 0.00 0.92 2.7 6.0 MEET 1120 7.CX 5.00 1- 7 104SC loon 5!; 0.00 0.04 0.00 0.04 1.5 VER.. P.2V 2.CX 3.00 4- 6 90T DESIGN SPECS. ACC+laDI02 TO LBC 1788 PROVIDE FOR 50".0 LBS H0AI7.O %TAi REA.WON AT_JOI11T- 1. - D!ZA C --jL FABRICA :ION INSPECTION TO BE ?FnI. ^.DED IAW SECTION 25.1%44 CBC S :A1IDA.C: 25 -17 MAX. PURLIN SPACE- 0.0 FT. 171X. MRA CEO BOT.CR. LEA.- 3.9 FT. CONHYLTOR PLATES IN ACCLa :A!40 WITS P-n=D SHEITHIKG FL-pUIRED ON TOP CHORD 7 4- 7 14 -14 IC30 :.EPDXr f '-?29 AND /O6. 159: 1 -1X4 LAT. BRACE PLOD. AT 112 U;X. WEBS 2- ALLOW ?OR ROFI7,CA7AI. DISPIACE4 ).'T NOTE: LATERAL BRACTS AND P'7RI.IMS INDICATED FOi I-RUSS 1EJMZRS CF THE SL'PPCRTS PAY REDO FED TO REDUCE BUL7(Ll NG LENGT9 OF VDVEB, AND SBOUILAlWXBEMILZDTOTRUSSMFJ3ERSWITHMIW11W31CF '- .D Comm Will: KAILS. PROVISIONS MUSE At MJu*E AT ENDS C6. SPELIFIED INTERVALS 0 .CESTT'A7N OR ANCHOR )ATERAL BPACING. 3Y OTMXRS. CROSS BAG T REACT IN -SY I 968 3- e 5 !68 3- e HELL - vii Truss: Plan: 4 QppfF .SSI,• J 01 --13- 1- 0 ID 11 CHORDS SIZE LD18fER DESCRIPTION 1- 3 2X 4 NSP165OF -1.59 S.P.F. 3- 5 2X 4 MSR165OF -1.59 S.P.F. 5- 1 2X 4 MM40CF -2.09 S.P.F. 7- 1 2X 4 MSR240OF -2.09 S.P.F. WEBS 23 3 )X1.3 D.F.L. 2. 8 2- 7 4- 1 4- 6 15-15 16 -16 WEBS 2X 4 YSP.165OF -1.5E S.P.F. 3- 7 Was 2X 4 YSR2400F -2.0E S.P.F. 14 -14 Yi NtJ6 FR1NG Tb mC1LYfAA com CALM. Mr. 13- 1- 0 0 U u u 26- 2- O DESIGN CRITERIA Top 051. 11, 1: ' ?SF DL- 14 PSF DOT CH. I.Ir 0 PSF DL- 7 PSF TOTAL 1.CVJ1- 37 PSP COAM SPACING- 24 IN. C/C INPUT DEFL. L /210 INCREASES (PER CENT) LDY,FER- 25 NAIL- 25 TCR LS- 15 BCR LS- 15 XXIL VALUES IPSI) GROSS CHORDS WEBS YAY MIW 1515 PIN Y20 14! 110 149 as M16 139 91 135 72 5- 9- 7 0 FM4 +H 0 1 2 rytl u..MY w ru .YrYi.R IrYI^ r M W/./ r 6.R Ai W" WR*V M. 0 r a OYw.O MY.. M nrMMM M l how wt.raw - - -- - - wu. rwhT r w^Ww. 9)Vn015 aIL Y 4a b M wPM w .kY • JI MI r .wa 1Y MW7 41-0-Ol .0 ..*- wV .oYrYS. MA T0. bw6 rw. 0. 1/wr1 Wilf IIr war /I{ rl.>MM IWYI.• O M .wIY Ole sN Y.4 • b my whw .q af\ M YAM. /1YY WO Y Mrtl w 6Yf low IIY}.tY. M.M r/ wM FOIINIU, iil r.dfuEOaMr11r.»s. wnrrawk - O MMo!V m -r . .MOW Y. r -1 ad r r rw Yr .M .r.Yw PAOfM: F f r Yd L1.KP. w rpq•b CIYM. wJ ,r rt w..pwww wrYJ) ' k q e1r4 A 7w M MY 1wrwY Mw/ w rhl .Iw i\ YO! O. Mw. w 1 w MM1 . wA MI a r M "stiff" r w n won AW DAm- AP8 199qwro..eo, W,,,,* wr wrr Iw ww* PauwW +rw w AP.l.- 1. kY/ aw-pw+o A M.w+ 9wr..r "MMw. w,lwr.. rr- ww4rw.wPr.IJn. Fw'r w New Pn.wlr www W arrr r = Nw - 1 P)1. L N +r.ry r.wy I.r i .J T .v Y 1 a/M w.. $b- .eu w/ Yw/ W Wry oi. fY yyM YM+w W wn" • 1 M 1 iw. w..wpw <'f\ro Aril wr.wu'PaIR1 am1/i M{fio011. yrwl MFYiw r1Yl 1M w.,'s an t\ . -.Lww w www.,' !rn M w.+r Y .M' wM ww1M. Bw 1M tl+ewws [i t rMlw '\ b M / WI a Me Ip. 1:ooE: CeCNYrYPM'AMw M mlPr whAYw 111*Cw TY. «. iMPORTANT. REAL) ALL NOTES ON THIS DRAWIN GI INC. H Hon Aar 13 10 :41:59 PJT 1992 GN163: /0SR /AL /1051h Jr TYPE W LEN " X (MEMBER) MffJBR FORM W.0 DISP SLOPE/12 LOAD FB FC: NT 0 P /AF VM/Z? CSI LAS. DESIGN CRITERIA FR -TO (LBS) FT -IN -SX DEP"H IB (PLF) PSI PSI ax. 1 P.LO1 M20 3. OX 5.0 U B O ti D S MAX. 2 PX11 X20 4. ox 5.0 1- 2 734C 1 -71- 0 5.000 40.0 2238 1126 0.90 0.12 0.62 0.74 0.0 3 8101 X20 3. OX 5.0 2- 3 734C 7 -11- 0 -5.000 40.0 2238 1116 0.90 0.12 0.62 0.74 0.0 4 IN11 M20 2. OX 3.0 3- 4 477T 7 -11- 0 0.000 14.0 2375 1275 1.00 0.10 0.17 0.27 10.0 INPUT LISTING. VERIFICATION OF LOADING, 4- 1 677T 7 -11- 0 0.000 14.0 :373 127S 1.00 0.10 0.17 0.27 10.0 TRUSS CHECKED FOR A 10.0 PSF BOT. CH. LL W E P S IS ALWAYS RERED, IS THE RESPORSIBIL:TYQUI 2- 4 107T 1000 594 0.00 0.05 0.00 0.05 3.3 DES* -GN SPECS. ACCORDING TO UBC 1901 MAX. PURMS SPACE- 0.0 FT. MAX. U)SRACED HOT. CH. LEN.- 10.0 FT. FABRICATION INSPECTION 70 BE PROVIDED 2LYMOD SHINTE1319 REOUIB D ON TOP CHCRD ••. AW SECTION 25.1744 UPC S7ANDA.0 25 -17 MAX MIN MAX MIH CONNECTOR PLATES IN ACCORDANCE RI'_8 NOTE: LATERAL BRACES A77 P:kLINS INDICATED FM TRUSS !EMBERS CEO REPORT 4 1329 AND /CR 1S51 ARE REQUIRED TC niDOC9 DW-ALINC LENGTH OF MEW%, AND SHOULD BE NAILED : TRUSS MEIaERS WITH MINIMIl6 OF 2 -1.10 Cm" vita NAILS. rROVISIMLS MOST BE MADE AT ENDS OR SPECIFIED INTERVALS TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. f- --- 7 -11- 0 GROSS BRG Jr REACT :N -sx 12 N sec 3- 0 s f- 3 504 3- B AMBER- 0 -0 /0 REEL - 4/14 w H 1 n CHORDS SIZE LUM9EP DESCRIPTION DESIGN CRITERIA 1- 2 2X M "M i50F -1.59 S.Y.F. TOP Cu. LL- 76 4PEP 2- 3 2X 4 kUI650F -1.59 S.P.F. D3"- 14 PSF 3- 1 2X 4 MMSRISSOF -1.51 S.P.F. BUT CH. LL- 0 PSF D1"- 1 PSC ALL 'am 2X 3 NO.2 D.F.L. TOTAL LOAD- 37 PSF THIS TRUSS IS DES:GWED TO SUPPORT VERTICAL COIMQ# LOADS AS DZ=RYINED BY OTHERS AND SHOWN ON SPICING- 24 IN. VC INPUT LISTING. VERIFICATION OF LOADING, DEFLECT: JS LIMITATIONS, FRAMING ME711ODS, INPUT DEFL. L1240 WIND BRACING OR OTHER LATERAL SPACING THAT IS ALWAYS RERED, IS THE RESPORSIBIL:TYQUI 2•.CREASBS(PER L%XT) OF TIE PROJECT ARCHITECT OR ENGINEER. LUMBER- Is NAIlr 25 TCH LS- is BM LS- Is NAIL VAIDFS (PST) GROSS CHORDS WEBS MAX MIN MAX MIH X.20 149 110 146 110 TRUSe` BY LYF.pA"ii1 C1 PO 001, VrPJU) 7 -11- 0 12 7 s D [il Is -LC- o vi..lr va=d= WM Vw &P 1M Ml Mr I/ A tt -1 MA- I Wrv~ - dr 11' -1N r b 47 1E1V w rDIIrMN r 1p1M MMC rer Iww w1i VG&V li',R rWMwM - 4to" A w ItW ewr+ w Ali caw N 1w. 1_:•• w•l P*a IM M W-d". be* LIQV boo" IIIA.tww .. ro w r 6. z r ra V wN IV,., dAq WVFR~rL•rw ww YOw-M 'I"Ma ryr.4r.w wee lrY t'•tt6 M r Yr d rA w1•..r.t. w. n trs r r w w4wN rr sr qa tw Ly M fw w r w e.. Or.. tra o Id *.v 1 wV NM.w rM 0.+rr.f -w W_ lw 31,9a w. rr NU Ml.ra~ 4-rs r r... t.t ` 0'ar~: r w. m.wea .n a .b .d h. .. b. w.yy :awN.w" Vlirr a "CUft A.T. !1. ,r,, r o b.rVr.Nr Y.rw M r rt'Mi. wirrwt w' WadA .f.alMy.. Tw.MNr6aLr. e+.I.o tv ww r "44- wrr'r NrtlrII..' arti rr wr1.r.. prr. l rw.q. yp.M+ 230Zu ,.,,,1rN wr I.Y 00. 0 ikWOW rK 6n0W 50" Ia Y soon" Y r p-w" M iwkafwMwi Fullw w rew IV I*ww o Mf.." N r M) b wreialA~ IMPORrANT READ ALIV NOTES ON THIS ORA WING I 9- 7 -10 GANG -NAIL COMP4NBM, INC. 071E fulYnf Aramm Fwana, C&irwnb P2S25 Ftwo: (" 823.0600 CODE: Mr. H1 Mon Apr 13 11:13 :57 PDT 1992 GN163: %USR /AL /1051h1 I JT TYPE N LEN Y X (MEMBER) MEKBR FORCE NOR DISP SLOPE /12 LOAD FB FC:F'; 0 P /AF VM/EF CSI LAT. 2X 4 FR -TO (LBS) FT -IN -SX DEPTH IB IPLF) PSI PSI BRC. 1 HL13 M20 3. OX 9.0 0.25 3.401 1- 4 C H O R D S VAX, 2 PK12 Y20 S. OX 7.0 2.00 1- 2 6418C 7 -d1- 0 5.000 0.0 2355 1440 0.90 0.42 0.29 0.71 0.C. R.J3 M20 3. OX 9.0 0.25 3.40( 7- 21 2- 3 64100 7 -11- 0 -5.000 00.0 2309 3440 0.90 0.t2 0.29 0.71 0.0 4 I1111 JUG 2. OX 6.0 3.751 4- 5) 3- 4 5924r 5- 7. 9 0.0(0 455.7 1063 1275 1.00 0.20 0.5/. 0.62 10.0 5 IW11 420 2. OX 6.0 3.751 5- 1) 4- 5 4370T 4- 6 -15 0.000 455.7 7063 1215 1.00 0.21 O.S4 0.75 10.0 F.OT 5- 1 S)24T 5- 7- 9 0.000 455.7 7063 1275 1.00 0.20 0.54 0.02 10.0 TRUSS CHECKED FOP. A 10.0 PSF HOT. CH. LL N E B S 12.0 2•- 5 2726T 1000 594 0.00 0.61 0.00 0.61 4.0 2- 4 2126T 1000 594 0.00 0.61 0.00 0.61 4.0 DY-SIGP SPECS. ACCCRDIXC *7 UBC 1908 FABRICATION INSPECTIOI i BE PROVRDED a• DESIGN CONSISTS OF 2 TRUSSES BUILT SEPARATELY +a+ LAW SECTION 25.1744 U'.n: STANDARD 25 -17 ar• THEN WIILEP TOGETHER WI:'$ 10D CCllMON WIRE NAILS a+a CONNECTOR PLATEr IN ACCORDANCE WITH rr STAGGEAED THROUGHOUT BOTH FACES AS PER NAILING PATTERN aaa 1CBO REPORT 4 1325 AND /OR 1591 r J :'IDE rOR 1600.0 IRS HORIZONTAL REACTION AT JOINT- 1 DESIGNED FOR VERTICAL LORDS ONLY. LATERAL STABILITY OF MAX. P1r%LIN SPECS- 0.0 11. , I'AX. UNBRACED BOTCH. LES.- 10.0 FT. GIRDER TRUSS TO BE PROVIDED BY PLYWOOD SHEATHING REWIRED UM TUP CHORD •.. PROTECT ENGINEER OR ARCHITECT WOT'';: 1JITERAL. BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD BZ WAILED TO TRUSS MEMBERS WITH MCNIMUM OF 2 -300 COMM WIRE WAILS. PROVISIONS MOST BE MADE AT ENDS OR SPECIFIED INTERVALS TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. GLOSS BRIG JT MCI ld -SX 1 4003 3- 8 3 4083 3- 8 CAMBER- 0 -1 /6 PEEL - 4 /It Truss: H I M at,* : 3 J c3 O ROEN 41 T. OW CHORDS SIZE .LUMBER DESCRIPTION 1- 2 2X 4 YSR240OF -2.03 S.P.F. 2- 3 2X 4 MSR240OF -2.0E S.P.F. 3- 1 2X 6 MSP165CF -1.59 S.P.F. ALL NESS 2X 3 1:0.3 D.F.L. MULTI - MEMBER MAILING PATTERN CHORDS 4ROWS SPACING(IN.) TOP 1 12.0 F.OT 3.0 VERTS 1 12.0 W ° lt MG70se ;'f h_* 1 Vku alt FAGS a'- 7 -11- 0 -- - - ---i 7 -11- 0 .--- n 15-10- 0 ^ w Olpll/r M M M Iwo 11r (N rr ow M ktl.Ak. ft- Y b tl N rwrr /MU_r W V /V1 D:' /y a,yd h uaffl k--4rk bq kI m sy" s. K rtl b .6 b Y 0*" A. -bb tl I pil d r HdO Y19+f1 r R l{ r.'1 +mOSOW III TR 111W fC Nw. woo laor Ibd w1 r.~W tl M Iur imar b i1 rM Wr -i far M YrIMA 11oti wM 15 bthiayd of 41 Ism inFnix M. 74 abs ?oIfII" Y wkl Jllin6MA1M1 bTY* }IO * r.tl lfr. TM w tl ft wwp rwk b 1p*" II M tl kkk I*= w0vAdP%A bloykA Il-r ffer bk tl M r1 44.1 bArk b m A N10IIl Wrrr 1'f ,m w w..d b Ck m MO I MIrT11fk )r ,1 LAM IbOW* I rm wq mb oASfnea APSAN klr batlrsa k w bw* nomww R' Sw ". = 104.4% r r wAfl 6s r r •fir Mrrvw tlyMA. a 'iyrkw}A/OV b Ye wppwWYS s w• U wreibknwYLL rw fv odkWm d Isl v TetMIwy, rtl YwMN bw/. el A/ 1 M OOI.09" YMi=' kr 1# b" b**-- mM w R . YIly . M + IW / GlflirMillY rM awt ktomm it ar rRwawSA k lafeR ray A, w 1pA, pp y>•wR kK. Iwwfwr w e ftA -tl rrm M1r, ki w,Yy b or" rr kWk. OwPNi 01 *. be b mA - b s V 15Ab h M i wAiAiwkR.fC rklrkr M M bbbrv', kw e. AIA/iiw r ipMgb! m,irks.0 tl M =1 lvw 1w p w0, d jt M ft =,: W& lAFrCrVl IMPORTANT: READ ALL NOTES ON THUS DRAWING! I DESIGN CRITERIA TOP C8. LL- 16 O9F DL- 14 PSF BOT CH. Wr 0 PS? DL- 7 ?Zr TOTAL LARD- 37 PSF COVNOR SPACING- 24 I&. CiC SPAN CM.RRIU -26- 2- 010B) INPUT DEFL. L/240 INCREA.SES(PER CENT) LUMBER- 25 NAIL- 25 TC9 LS- 0 BCH LS- 0 NAIL VALUE5(P5I) LROSE CHORDS WEBS MAX MIN MAX 14.I11 M20 149 130 148 118 GANR -NAIL COMPONCNP'S, MO. IM &1hRkq AY61HN ronuno, CaYmrh 10219 Vh*m (714) 673-rAf DATE: AMR 13.1 M9: CODE: U8C w ,