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08010118 (4)i S .ncaartmr}ti-�gnpgyy-r:xwe�-+�: �,.Rs-:—x,;r,»FreP7smn:ea.wrc 4408 E. Fremont Customer: Project: Address: Plan: Job#: Designer: Date: -..,,t - .RUtNANCES BALWINDER'SINGH. atONfU �31' this set of BASNAYKE'RESIDENCE . bvfkj I�pn he io a� of `c`fications vn same melfe any Chan t mes and it is UST 10343 MENHART.LN;.CUPERTINO, CA1s hU!!d(nWtthopt iv1,tenCes or aRefetio n, the dam g Dept., C.. Permisstp ns *#11t NOi. 9 of this Plan f Cupertinon froth N inDroveI of be head to Per nd specific.atf S2294 nn tr t)�eR o/atio '� !�°LF°f, v Ci n dace p� ' ulpyt ' KEVIN G �' 1I1412008 THE ENGINEER'S SE AL.CE RTN S PP ES # 1 ALEX TOUNIAN r 6Ut,� _riilAS N A. THRU 4#39 SIGNED AMOVED STRUCTURAL ONLY gLpE(UIVERI�TANS NORTH dAIM�RI INC. IIryf,10U The seal on these,drawings,indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSIITPI-1995 Sec. 2. LUS 0 0 °j 01 TO M HM- d Ir° TO 03 ���. L S26 °; V ° 06 MTHM-2 O6 HU 6 A9 or F .1 0 2 c O o m o W °' col IA R05 R I 26 °il o HUS26 g 0 03 p Q i e4n d 30x30 w r-- HHUS26-2 at J SP CE DRG a j, 0 9 MTHM-2 0 o SUR/I TYP 30! CORD un e oa 0 A 0 To 3O � 141 _ o OT 0 tl 6<-0 I 20Jd 8-11-0 35fi4 O w 24 .26 p IERS ALL DESIGNS & SPANS & PITCHES TO BE VERIFIED BY CONTRACTOR PRIOR TO FABRICATION OF TRUSSES ALL JACKS TO BE SUPPORTED W/ SIMP LUS24 TO BOTTOM CHORD OF HIP CARRIER MIN ALL OVER FRAMING TO BE STRUTTED DOWN @48" O/C BY OTHERS R= 2X RAFTERS (SAME SIZE & GRADE AS TC OF TRUSS)SEE STD HIPFILL DETAIL SHEET FOR CALIF HIP JACKS. BALWINDER SINGH BASNAYKE RESIDENCE 10343 MEINHART LN CUPERTINO, CA JOB# S2294 Job 11155 - TNss Type Car Baenayake R090Mce S221 A01 COMMON 3 IPly 1 Page 1 Jab Reference boner STOCKTON TRUSS. 0 ,'ON, .95ZIO.STOCKTON TRUSS 6.SWSMer S2W)M4TdNn0u9nes. mcc Man An 141359,120(81599el .1-0-0 _ 3-2-0 6-4.0 7d-0 1.0-0 3-2-0 3-2.0 141-0 Sole = 113 4x4 - 4.G Fl3 W1 T1 71 4 2 5 24= 1x4 II e b4= 3-2-0 6.4.0 3-2-0 3.2.0 LOADING(pal) SPACING, - 2-0-0' CSI OEFL In (tic) UdeA UO PLATES GRIP TCLL 16.0 Plates Increase 1.25 TO 0.12 Vert(LL) 001 6 >999 360 MT20 2201195 TCDL 14,0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.O1 6 >999 240 BOLL 0.0 Rep Stress lncr NO WB 0.06 Hors(TL) 0.00 4 Na Na BCOL 7.0 Code UBC97IAN5195 (Matrbr) WegM 22 to LUMBER BRACING TOPCHORD 2 x 4 DF No.2 G TOPCHORD Sheathed or 6- 0oc purllns. GOT CHORD 2 x 4 DF N0.2 G BOT CHORD Rigid telling directly applied or 10.00 oc bracing. WEBS 2x4DFSbG REACTIONS (Ile/size) 2-354N M, 4=354/0-33 Max Harz 2=.15(LC 3) 1 ' Max UplR —1 19(LC 5), 4=119(LC 5) FORCES (Ib)- Maximum Compbssion04aximum Tension TOPCHORD 1.2=0116,2-3=49NI42,3d 961142.4-5--WlS BOTCHORD 26>931435,4-6=.931435 WEBS 16=49I146 NOTES i l) UnWOmed roof lNe Wft have been mnabemd tar Ms desgn. 2) This truss has been designed tar No wind bads genambec by 75 mphwlnM at 20 ft abwa ground level, using 9.3 psf by chard dead two and 5 0 psl bottom chord dead load. 1 W ml from hurrbra oceardi e, on an occupancy category 1, bondeon I enclosed buibhg, of dimensions 12011 by 60 RwM aposum C ASCE 7-93 per UW971ANS1951f errs vedlcals or carbiwars exist, troy are exposed to wndl If porches exist they are exposed b win d. r Lumber DO1.21.33 plata grip DOL=I.M Plata metal DOL=1.33 3) This truss has been desgmd tar a 10.0 pM bottom chord INe load w=mundnt wM aNy rimer sae bads. 4) A plate sang reduction of 20% has boon applied far Uagreen lumbar membere. 5) Provide mechanical coNactbn(by abets) of Van to beating plate capable Of w slxmding 119 b upBl at Joint 2 and 119 It, uphill at Joint 4. 6) Girder carries hip end vMh b2-0 end seoacK 7)Hangogs)orother connection ewlce(s) shall bra plodded sabbnt to support concentrated backs) 106 he Gown and 24 b up at 3241ontopchOM. The desigNselextion of such connection clericals) Is 0e nmporaiblllty clearers. 6) In the LOAD CASE(S) section, bads applied b the face of the trrm are noted as front (F) or track (B). LOAD CASE(S) Standard 1) Regular Lumber Incheaso=1.25, Pbb Increase, 1.25 Undorm Leads (plf) Vert 1J- 60, 35=-W, 2 4=17(F=J) Concentrated Loads (ID) VorL 3-106 QpOFE5S10y Efi �l TAG • � V 0r, / C7 m s G •3 - K• - T9T ra FOF CAU Jdd Tmss toss ype Dry Ply Basnoyake Residence 5229a A01A ICOMMON 1 1 Page 2 lot, Referent. aanel STOOKTON iRUSS. STOCXT ON, CA. 95215, STOCKTON6.5005 Mm B.1 MiTdt ma sates, Int Mon Jan la 13'.59.5120W Page I 3-2-0. 64-0 3-2-0 3-2-0 .>4 c sa. =1:10. 2 ae0 12 WI T1TI 3 1 1 a• - Ix4 u a 2ra - 3-2-0 64-0 3.2-0 3-2-0 LOADING(psf) SPACING I 2-0-0 - S CSI DEFL In (bc) Vdeti Ud PLATES GRIP TCLL 16.0 Plates Increase -'1.25 TC 0.1a. Veml-L) 0,01 a >999. 360 MT20 22WI95 TOOL 1a.0 Lumberincreaso 1.25 SC 0.f0 Vorl(TL) 401 a 199 240 BCLL 0.0 Rep Sweet lrlcr YES WS 0.05 Horz(TL) 0.00 3 wa we BCDL 70 Coda UECW/ANSM5 (MatrM) Weight 1911, LUMBER BRACING TOP CHORD 2 x a OF No.2 G �. TOPCHORD Sheathed or 6-0-0 oc purllns. BOT CHORD 2 x a DF No.2 G SOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. WEBS 2x a OF Bid REACTIONS (Itmite) 1=224N- 8, 3=22U0.3-B Max HOr21=42(LC 3) Max Upd11=.79(LC 5), 3=79(LC 5) , FORCES (to) -Maximum CompresslitrulNaxlmum Tension TOPCHORD 1-2=350/138.2-3=358/138 BOTCHORD 1-a=107131a,34=10713ta WEBS 24�71120 NOTES 1) Unboboced mof INe leads have been considered W f es deal 2) This truss has been Weighed for 1h0 wind hods generated by 75 mph winds of 20 R above ground Immi, using 9.3 par top chord dead load and 5.0 psf bottom chord dead bad. I m1 from hurricane steaming, on an occu panty category I, condition I enebsed building, of dimensions I ft by 60 0 won exposure C ASCE 7.0 per UBC97/ANSI95 If and veruca is or cantilevers exist, they are exposed M Mind _ If porchesexst, they are exposed to wind:: Lumber DOL=13i plate grip DOL= 1.33 Plate metal DOL=133 3) This truss has been designed for a 10.0 psf bottom chord INe load rlorcrorcurrent who any other INe, leads. a) A pate rating reduction of 20%has been applied for the preen lumber memban. 5) Prevdb mechanical connection (by others) of over to Waring pate capable o1 wBlsbrdtig 791E UpR a1)otht 1 and 79 to uplift a1 pure 3. LOAD CASE(S) Standard QW SS/pv �pE0. A 11 ? g m 3 Exp. .3 .J T9p CIV FOF Cps\F Joe Truss - - - huss yp0 p Oy y Besnayake Residence 52294 801 CALMONOHIP , Page 3 2 Ja RMer E(o��onal STOCKY N TRU S. STOCKTUN, CA, 95215. STOCK TON htu S fi.500 s Mar B ] M!i W InduAtles, Inc, him Jan to 13'.59. 2fA8 Page 1 7-5-0 7 11- 1 13-11.2 20-7-0 1-0-0 7-5.0 0.6-11 5.11-7 6-7-14 Sete =1'36. Caew =118 .me= • 3 Ix411 hh0- as 12 4 5 w2 va a w 2 e _ 4x5= 012 a 13 7 14- . 1x411 3v4= aft= hall 7-5-0 13-11-2 20 7-0 7-5.0 6-62 6-7 14 Ptate ONsets X 2:D2-140.0.2 30.4-0 0.1-12 - - LOADING(pso TCLL 16.0 SPACING 2-0 Plates Increase 1.25 Cal TC 0.95 DEFL In tbc) tde0 Ud PLATES GRIP TCDL 14.0 Lumber Increase; 125 - - BC 0,65 Veit(LL) 0.17 7-9 >999 360 Ven(TL) -028 7.9 =971 240 MT20 22WI95 BCLL 0.0 Rap Stress lncr NO WE 0.84 Norz(TL) 0.05 6 We Na SCDL 7.0 Code UBC97/ANS195 (Math) Weight 170 lb LUMBER BRACING TOP CHORD 2 X 4 OF NO2 G TOP CHORD Sheathed or 5-9-13 oc purars. Me t am vertba Ls. BOT CHORD 2 a 4 OF Not G SOT CHORD Rigid calling dlre4Dy appee or l0-0.0a bade WEBS 2x4DFSWG 9 REACTIONS(INslzo) 6=207fi/0.}8,2=179&0 8 Max Horz2=131(LC4) - Max UPMIF--436(11UC 4), 2-372(LC 5) FORCES (to)- Maxlmure CumpressioNMaxlmum Tension TOPCHORD 1.2=0118,2.3 4BM/1013;31W-417t9D5;10.11=J171/905;411-4171/905.45�171am,5-6=1766I37B BOTCHORD 2.9=IM6/45M,9-12=lO0 4495,&l2�IDDV4495,&13=-1002/4495,7-13>-100214495,7-14=79281,614=49/261 WEBS 1g=-54/6B5, 37=-347195, 4-7=-71&164, S7a-BB9/4145 NOTES 1)2-PytmstobooennectedtogemerwMlOd(0.14SN37nal4as Mlowa. Top chords connected as follows: 2 x 4 . 1 law.t o.M de B MmcWOconnect as Ioll.:2x4-1norat0."oc. Webs connected 0a 1011am: 2 x 4 - I raw at B.M M. 2) All bads are arsbered equally applied W a0 p0ss, tempt 9 ne1.d as from (F) or back (B) ha In the LOAD CASE(S) secibn. Ply to Illy connections lava been PfM]Wd b disleibNe only bads read as IF or (8). unbss OMorwlse Indicated. 3) Unbalanced roof the Iad9 have been considered for this dalgn. 4) This buss has been designed for the wind bads generated by 75 mph wbW at Al R above gmuhd Well, using 9.3 par by chord dead load and 5.0 psi bottom chord dead bad, 1 W ml from hunks her ocsanllne, on an occupancy category I, confident I enclosed bueding, of dimensions 120 a by 60 It wire exposure C AWE 7-93 per UBC97/ANSI95 If end vemols or cantilevers exat, May am axpoaed to WIr10. It porches exist, they are exposed to WW Lumber plate grip DOL=1.33 Plata metal DOL=1.33 DOL=133 5) Provide adequate dra Ina ge to prerem water p6nding. 6) This truss has been designed for a 10.0 par bottom chord INe load noncencureent wM any Mar We bads. 7) A plate rating mductbn of20% has boon applied for the green lumber mere al . - 9) Provide mecfMnbaI connection (by others) of W a to bearing plate capable of wilhstarbing 436Ib uplift at joint 6 and 372lb uptb at joint 2. 9) Girder canoe hip end wllh 9-0-0 end setback and tie-in span of 3-00 from sutgtder. 10) Hangogs) or Mar connection devba(s) slug be provbed sNlbknt b support mncBnbabO bad(.) 640 b down and 183 It up at 8 O on top chord. The deslgMebcibn of such connection deula(s) Is to respO adjUly Or Mal LOAD CASE($) Standard 1) R... ar: Lumber Increase=l 25. Pbb Inchann. 1.29 Uniform Leads (pir) " Vane 1-}-- 60. 311=-60, 511=103, 2-12=44(F=-M), 12-13=94(FP-M), 13-14,."Fs80), &I4=94(F=-20) ' Concentrated Loads (lb) Vert IDa-640. Trapazoldal Leads(pll) Vort'. IO+BSto I1=103 Q;,aFessiov �pER A r q! Px OIL .� t. C7 Y � zn Ex _ .3 . �9r aV ' FOFE:AUF' Job Tmss Tn.rss Type Ply ly Besneyake RCsdenCe 52294 BOLA CAL. MONO HIP 1 1 Page 4 STOCKiON BUSS, S70CKT N, CA. 215�5 K O55- - Job Reference o tonal 6.5005 Mar B20W MI ck mdu14an. Inc. Mon Jan 1413595220d Pagel ±9-11-11 4-0-0 5'0 13.11-2 20-7-0 1-0-0 7-5-0 2811 3.11-7 6-7-14 . Sale = 136" aver =118 4xB M 4.00 13 U4 II LB c 3 g e W2 V2 A Nry 2 tl TB= 10 a 12 g - 1x4I1 14= 0IO= 3411 7-5-0 13.11-2 2G7-0 7-5-0 6.6-2 fi-7-14 LOADING(per) TOLL 16.0 SPACING 24)0 Pbtas Increase 1.25 CSI TC '0.55 DEFL In (ba) Udall Us PLATES GRIP TCDL 100 Lumbcrlrcmase 1.25 r BC 0'.57 Ven(LL) 0.18 8-10 >999 360 Vert(TL) -0,20 2-10 >999 240 MT20 22Y195 BDLL 0.0 Rep SEess Imr NO WB 0,82. Hmi(TL) 0.04 7 ma We BCOL ].0 Code UBf97lAN5195 (Mack) Weight: 881E LUMBER BRACING TOPCHORD 2x4DFNo.2G TOPCHORD SheameB or 4.04 oc purlhs, except end vemcals. BOTOHORD 2 x 40F No. WEBS 2x4DFS1d G' 'Except' BOTCHORD Rigid ceiling directly applied or 6-5-5 oc bmelW. y W42x4 DFNo.2G2G REACTIONS (Ilasiee) 7=77110-}B,2=860rO3B' Max Harz 2=17B(LC 4) Max Upl41]=337(LC 4). 2 75(LC 5) - - FORCES ((b)-Maxlmum Compresslowmulmum-Tension • ' TOPCHORD 1-2-OHO,2J=1902IB87.b4=&VO.}11=-154Wn;5ll�l54 39,5-W-154W39,67=720286 BOT CHORD 2.10=-93GI752, 9-10=92WI744; 9-12=923fl7N, 5-12=-9211744, 7-8=-611116 WEBS }10=-177261,M-21NIall, 541=39W5, 64 73111519- . NOTES 1) Unbabrced r00l We loads have b.'an considered for W s dnlgn, 2) This muss has bon designed for the wind beds generated by.75 mph winds at 20 N above ground bval, using 9.3 pal by chord Goad load and &0 pst bottom chord dead bad. IW from weanll Wcnan an occupancymI hurrbaou categpwoisv4lm.I enclo ppbL�l3J pmp amlona 120 it by 600-01 nposum CASCE 7.93 par UBC971ANSI95 If end vetlkab or ontllovers exist, may arc exposed to Ind II gdp DOL=1.33PbbmeblOOL=1.33 3) Provide adeguaEr drainage to prevere water Wading. 4) This buss has bon designed for a 10.0 W boom clai Ike lead rlor W it curlem with any other Ilse bads. 51 A pate raarg reduction of 20%has Oxen appledi for the green Wmbm members. 6) Provide mechanical connection (by others) of can b W,mN pate calade of withsbnding 33T he upf41 at form 7 and 37511, uplift at Joint 2. LOAD CASE(S) Slandar0 Q-j,OFESSj n A • �PioEp 7G m Ex .3 �9p Qv FOF CAI J00 Truss TWU TYPO Oty, Ply Besneyeke Resdence Page 5 S2294 BO1B MONO CAL HIP JOD Reference o Conel STOOKTON TRUSS. STOCNTON. CA. 95215, ON flU 6.500s Mar 82007 M1Tdlndusnes.Inc. Mon Jan 1413:59532Om Pagel -1-0-0� 5-17-5 - 115-0 7�-01-171 15.11-2 20-7-0 ] 1-0-0 5.11.5 5.5-11 6.6.11 3-11-7 4-7-14 Sale = 1:361 ' tl5 U4= 3x411 4 5 12 e 4Oo� 34 a W4 W4 c 2 a 4a5= 1b 6 a 7 1x411 US 3x4= 3x8= 5.11.5 115-0 20-7-0 5-11-5 - 5-5-11 9.2.0 LOADING(pSl) SPACING 2-0-0 C51 DEFL In (bc) Well Ue PLATES GRIP 60 TOLL 140, Plates Increase 1.I' TO 0.47 Verl(LL) 0.20 7-9 >999 WO MT20 220/195 TOOL 14,0 LumbOrlefe2Se, 1,25 BC 0.70 Ver1(TL) -0.25 7.9 >982 240 BCLL 0.0 Rop Sbesalncr NO WS 0.87 Horz(TL) 0.05 7 We hm BCDL 7,0 Code UBC97/ANS195 (MaWN) Welghc 93 lb LUMBER BRACING TOPCHORD 2x4DFNo.2G - TOP CHORD Shmtredor0-10-15ocpurlins, except end verticals. BOT CHORD 2x 4 OF No.2 G BOT CHORD Rigid calling directly applied or&IOJ oc bracing. WEBS 2x4DF Eld G'Except' W52x4DFNo,2G REACTIONS (IWsbe) 7=132VMec1enioak 2=983/&348 Max Holz 2=196(LC 4) r Max UpIM7=-445(LC 4),2 45(LC 5) FORCES(b) - ORCES(b)- Maximum CompresdomMexlmion Tension TOPCHORD 1-2=0/18,2-3=-2255//`.9,3-4=-16831603,471•-1563585,&Itr-15635B5, S12�-B79B, 61T-B]98, 6-]=32BI90 BOT CHORD 2-10=-006(20B0,9-tO� 6f2OW,&9= M/1198;7.6=429/1198 WEBS 3,0.-BO/173, 3-9=551R11, 4-9=68HN, 59 220/473, &7-1031457 NOTES 1) Unhrbmac roof INe loads have been conatlmed fof lhla Eeagn.' 2) Ths buss has boen desgred for Mel bads generated by 76 mph winds at 20 n above grourld level, using 9,3 pef by chord dead load and 5.0 psf bottom chord dead bad, 100 ml from hurricane oceanlire, on an occupancy category I; conc1n oa 1 enclosed building. of dimenafane 120 R b/ 60Owkh exposure C ASCE 7.93 per UBC97/ANSI95If end venka a ar aunalevers exis5"are expxsod to MW. If porches exist, bey are exposed W Mail Lumber pbto gdp COL=1.33 Planar mebl DOL=1 33 3) Provide adequate drainage to prevent avatar dancing. - 4) This Ouse has been designed for a 10.0 pal Mouth chord live load noncerlcurrentwM any Omer live bade. 5) A plate m1 g reduction of Mil, has been applied for be green lumber members, 6)Refer to garden(s) Ion buss to Vasa aurmaLtio..', _r 7) Provide mechanical connection (by omen) of truss be beading Wale cepa We of wShsNirldbg 445 b upMt at )DIM 7. and US III, uplift at Joint 2, S) Girder carries lad -In 5parle of }0-0 from front girder and 500 loom back gbdet,l 9)Hargegs) or planer connection dmice(s) shall be provided sullbbM b support corlteNratN faults) 170 b down and 4911, up at 12-0.O on lop chord. The desgNsekchon of such connection devbe(s) Is lane responsibility of otliars. 10) In lac LOAD CASE(S) section, bads appead b the Nice of Ole buss are noNid as bore (F) or back (B). LOAD CASE(5) Stands rd 1) Regular Lumber lrcrease=1 25, Plate lncreasel 1.25 Uniform Loader (pit) Von', 14=60, lot 1=.60, 2.7=14 Co.ntrated Ldl (to) Vert 11=190 TrepezOld it L020 (Pit) Vert: 11=-75to-12--120, 12=-180(B•-60}bfi�-135(B�60) QpOFESS/p A r �� �oEa 9 � T9p CIV FOF C:AL� Jco Truss wos TWO b Oly PM Basneyaxe Residence 62194 B02 CAL. HIP - 1 2 Page 6 Jim Reference o tonal STOCKTON TRUSS,S KTON. CA. 9521 ,ST ON TRUSS • 5005Mar 82007 MITtlr lndu5(nos, Inc. Mco Jan 1413:553 Pagel h1-0-q 6-11-5 135.0 13111r11 17.9-4 21-6-15 22-I 8 28.7-3 35-6-8 1"! 1-0-O 6-11-5 6-5-11 O-EiI 39-9 3-9-11 00.6-9 6-5-11 6.11.5 1U-0 Sol.-te1. Sra 5 0 aw u 4xs s s; 3 w 7 w vrz 2 a 1 a A c 46= 15 14 13 12 Ie II 10 1.5= 2v4 n 4.6= Ova= y9= Sul a4 n 6-11-5 135-0 k 20-5.4 22-1-8 28-7J 35-6-8 6-11.5 6-5-11 7-0-4 1-04 6.5-11 6.11.5 Piste Choose % 2:0.080-2-0 6 18'.00-000.2-0 = LOADING(ps1) SPACING 2-0-0 CSI DEFL In (be) Ilea Ud PLATES GRIP TCLL 16.0 PMtes Increase 1.25 - TC 0.28 VeH(LL) 003 2-15 .999 360 MT20 220/195 TCDL 14.0 Lumber Increase 1.2E BC OAT Verl(TL) -0-005 15 +999 240 ' BOLL 0.0 Rep Sven Inter NO WB 0,34 Hwz(TL) 0.01 12 we No BCDL , 7.0 Code UBC97/AN5195 ` (Mai Weight 3681E LUMBER BRACING TOPCHORD 2x4DFNo,2G TOPCHORD Sheathed or 630 oc puriss, BOTCHORD 1-112x 5-112 DF No,2G BOTCHORD Rigid telling directly applied or (3-0-0 oc bracing. WEBS 2x4DFSWG REACTIONS (lb/size) 2=632A-3-8, th468570.&8, 8=432635' Max Herz 2=50(LC 3) Max UpIIItY--253(LC 4), 12=7)6(1C 5), 8=148(LC 3) Max Gav 2=718(LC 6). 12--4605(LO 1).8=432(LC 1) - FORCES (lb)-Mulmum CompiculoN axlmum Tension ' TOPCHORD 1-2=022, 2.3=1425/466.3.4- 616216; &16=5421220, &16=-54=. &17=269/1250, &17=-28Wl2W, &7=-231/691, 7.8=635/192, &9=022 BOTCHORD 2-15=-423/1293, 14 11 2NIM3, 13.14=-604211, 12-13>-504211, 12-1"37f32t, 11-18=637/J , l011-153/448, 8-10=153/448 WEBS Yl5-115249, 314=848131B; 4-14=-458./57; &14=J76/1077, &12=-141&423, &i2 2487/330, &l l=-139/1696, 7-11--875/347, 7-10=126273 NOTES 1) 2-plytruss to be connoclM togoMer with 10d (0.148N3')nalb as felbwa: Top chords connected as follows: 2 x 4. 1 row at 0.9-0 oc. Bobom chmds connected as blows: 1-12 x &12 - 2 rw.s at 0./-0.. Webs connected as follows: 2 x 4 - 11ow a109.0 oc. 2)All bads ate considered equally applied to all plies, except a noted as front mback(B) face In 0e LOAD CASE(S)mcdom Ply to ply connectlons have been prwlde! R, divirlblhe only bads noted as IF or (B), Unless olRBlWbe Indicated. 3) Unbalanced roof Ike loads have been considered for bits design. 4) This truss has been designed for 0e whit bads generated by 75 mph winds at M R above grouts level, using 9.3 per by chord dead load and 5.0 psi bottom chord dead bad, 100 col from hurries no OM Mine, on an occupancy category I, condition I enclosed bredfng, of dimensions 120 R by 60 It with exposure C AWE 7-93 Per UBC97/ANS195 If end veraCel9 or ®nbbvem exist, they are expand to wlod- II porches exist 01ey are exposed to wIM. Lumber DOL=1.33 plate gdp DOL=1 33 Plate metal COL=1.33 5)ProvideadNmco dategebprweMvalorpending. 6) This buss has been designed fat a 10.0 pet bottom chord live lead nonconcurrentwah any Other live bade. 7) A plate song reduction of 20% has Oven applied for the green similar momtem. 8) Provide mechanical connection (by others) of Buse he beading place capable of wMstandbp 253 m upNt a1 fobs 2, 776 re uplift at Joint 12 end 1481E uplift at joint S. 9) Load cowls) 1 h ldhave boon modified Building designer must review bads to verity then they are correct for Me Intended use of this twos. 10) Gulas, canoe 0ein spare a1300 from hos girder and 50.O hem back Briefer. 11) Hanger(s) of either connection device(s) sha0 W provbd euRltles W support concarmaced bad(s)170 to dawn and 431E up at 21-&8, end 1701E down and 43 Is up at /4-0-0 on top chord, and 23B01b blown at 21-0A on bobom chord. The desigNeofopbn of Such connection device(s) b Me insensibility of others. ` - - LOADCASE(S)Standas Except 1) Regular. Lumber Incfeosa=1.25, Place Increase, 1.25 Uniform Loads fell) VeR 1-4=-00, 4-15-60, &17=60; &9=E0, 2�14 Concentrated Leads (ID) Vert 16=17017=17018=2380(F) Trapezoidal Leads (pit) •�QFES S'10t, Vert 16=-7&to5=120,5=-12040:17�79 Y'4� 9 � Ex 3 ' T9T QV F�F CAU Job Truss ruts Type Cry Ply Basnayeke esdence 52294 B02A CAL. HIP 1 , Page 7 Job Ralemnre (�aanel S7OCKTON TRUSS, SI TO .9521 ,STOCK ON TRUSS 6.S005 Mar a2 7MIT&Industres. Inc. PAM Jen 1413.5954201E Paget 11-0-0 6-11.5 +�1 13-5-0'- - �� 15-11-11 17-9-4 1195.131 22-1-8 28-7 3 35 6 B 3-/ 1.0.0 6-11.5 .8-5-11 2E-01 1-9-9 19-9 2E41 6-5-11 6.11-5 1-0-0 Scb = 1.51. Camxr = 1116' AB 5 0 4.5= evil 400r 4 10 0 1 7 4.5 % 4.5 c 3 h 0 WI y.Ip N1 2 1a 11 r, a h a 3.5= 17 10 1520 21 tin 13 12 Us= 'h411 ]ve= LB= 4.5= 4.5= 2411 6-11-5 13.5.0 2&5.4 22-1-828.7.3 35-6 8 6-11-5 6.5.11 7-0-4 154 6.5.11 6-11-5 LOADING(pon SPACING .2-0-0 CST DEFL In (lac) Udall Ud PLATES GRIP TCLL 16.0 Plates Increase 125 TO 0.52 Ved(LL) 0.12 2-17 >999 Wo MT20 2M/195 TCDL 14.0 LumbeNncrsase 125 8C 0.43 Von(TL) -0.14 2-17 >999 240 BOLL 00 Rap Stress Inc( NO WB 0.71 Harlin) 0,02 14 Na we BCOL 7.0 Code UBC97/ANS195 (Math) Wrl 164 Ib LUMBER BRACING TOP CHORD 2 x 4 OF No.2 G TOP CHORD Sheathed or 5-2-7 oc purlins. BOTCHORD 2 x 4 OF No.2 G SOT CHORD Rigid tolling atrocity applied or 6 Oop bracing, WEBS 2Y4DFSdG REACTIONS (fir/size) 2--62510- 8B f4=1921/038, 10=335N-38 Max Horz2=61(LC4) . Max Uplill 259(LC 4), 14=-N6(LC 5), 10�141(LC 3) Max Grev2=662(1.0 6), 14-1921(LC 1), 1o=399(LO 7) ' FORCES (lb)-Madmum Comprmlg mlmum Tenabn - - TOP CHORD 1.2=0/18, 2-3=1228/471, 3.4=4311244, 45=-53N; 4-18-3641294, 618•-364294, 6.l • 269978, 7-19=26W978, 7-B=-5=. 7.9=-2511737, 9.10=-a3U161, 10-I1=O/l8 BOTCHORD 2-17=.440M104,1&17=44011104;1&16=424nl7.152O^ 241217,2 2l• 24t2i7,1421=-424al7.13l4=-659M39,12-13-.I IM53,10.12=-tl9n53 WEBS}17=.107044,3-16=-004293,4116�323/47.6i6440963,6-14=-fOM464,7-14=-MU357,7-13-.1571335.&l3-86MM.9-12=lnR62 NOTES I) Unbalanced roof INe loads have been considered for this design. 2) This buss has boon designed for the wind batla generated by 75 mph winds at 20 R above gmurq level, using 9.3 Pat by chord dead load and 5.0 psf bosom chard coed bad, 1 W mi from hurricane meantime, on an occuponcy category l; conalBan l encbaetl building, of dimensions 120E by 60 It win, extol CASCE 7-93 Pet UW971ANS195 If end venicals or wn0onMe exist. Inc are exposedTo Y wind. II porches ax Ls4 0ieY are exposed to wind. Lumber DOL=1.M pbb grip DOL=1.M Pbb meMI DOL=1.33 3)PrwMaada mMdmmWtoprweam to WWo g. 4)ThlsWnhasbeencbsgmdfora1D.OPefbotbm CMe INebadw=munentw9lanyMer Webads. 5) A plate Ming reduction of W% has been applied for the green lumber members, 6) Provide mechanical connection (by others) of bear tie bearing plate capable of wMabnding M9 to uplift at faint 2, 896111 uplift at joint 14 and 141 to uplift at Joint to. LOAD CASE(S) Standard Q�oFEss1o,V. ,ioea a rot 1�,c7 �� cti � m °9 s Ex 3 J 9p CIV FOF CA�� Job Truss TNm ype - OtY Ply Bem0y0kc Re90ente 52294 8028 COMMON 5 1 Page 8 Jab Reference tlonol STOCKTON TRUSS, $TDGKT N, U.952 , ST - - 6.5005 Mar 82007 MI d Indu5lnes. Inc. Mon Jan 14 13'5954 Ads Page 1 11-01 7-11-8 15-14 17-04 20-54 27-7-0 3"-8 I I T—i 1-0-0 7-11-8 7-1-12 2.8-0 2-8-0 7-1-12 7-11A 1 0-0 Sale = L60. Cxmeer=Ye' 5411 5 3411 Ws W4 3411 a 4(0 II \155 15 4a5 a ,a5 axe= 4xa 3 r a 9 w a W1 d 'Al}= 14 13 17 12 is 11 la 3,12= 2i4 4x14= Sae MTIM= hu= N411 Sire _ 54 _ 7-11-0 °15-14 2&5.4 27.7.0 358b 7-11-8 7-1-12 54-0 7-1.12 7.11-8 Plate Offsets x 2 1-&2.0,Mj JSA2.0061' LOADING(pal) SPACING 2.3.0 CSI DEFL In (bc) treed Lid PLATES GRIP TCLL 160 'Wer, lease 125 TC 0.89 Velt(LL) 0,381}14 a999 360 MT20 2MI195 TGDL 14.0 Lumber Increase 125 1, BC 0.77 Volt(TL) 4.5810-11 :735 240 MTIeH 2201195 BCLL 0.0 Rep Stress tror NO WS 0.76 -' HoM(TL) 0.16 8 we No BCDL TO Code USC971ANS195 7 - � (Matrh) Weigle 167 lb LUMBER BRACING TOPCHORD 2 x 4 DF No. 180tr G TOP CHORD 2-0-0 oc purlins(2.5-t4 Max.) BOTCHORD 2 x 4 DF No.t BBV G'ExcepP (S Etched from Shooled: Spacings 2-&0). B21-U2x 5-12DFNo.2G BOT CHORD Rigid calling directly applied or 7-7-9 do bracing. WEBS 2 x 4 DF Sol O'Excapt- WEBS 1Row at mbpt }13,7-11 W32 x 4 DF No.2 G. W42 x 4 DF Not G JOINTS t Brace at Jqs): 5,15.16 REACTIONS(Iblelie) 2=1695/0-3-0, 8=1695/&38 Max Hors 2=76(LC 4) Max Upm2=-408(LC 5), 8-JM(LC 5) FORCES (Ib)- Maximum CompressloNMazlinmr Tension,' TOP CHORD 1-2=0R . 2-3= l"M70; 33 322WS50, 4-5=-3133I582, 5b 31321581, &7=M715M.7-8�19W870, "=M BOTCHORD 2-14=-740MB98, 1}iN 740/ 8. 1b1]=-364/D61„12-1]�50/L978, 12-1B=-35ingB3, 11-i0-, 3/2969, 14l l=74DM898, &10=740/3898 WEBS 314=-161/J02,}t1=-1055/N0,f115=-10d8]8.'0.15?3621e6,11-0W-t00B71,&16=362/86,7-t1=1Q55/441,740=461/J02,1&16=-15I32e8, S1S-327/1T35, 5.16=327117D NOTES 1) Unbabrced tool We loads have been considered for this design. 2) This truss has been alssgred for the wind bads generated by 75 mph whets at 20 R abdre ground balk using 9.3 psf lop chord dead bad and 5.0 psl bottom chord dead bad, IM ml from hurricane occanllm. on an occupancy category 1, condition I enclosed building, of dimensions In R by 60 ft with exposure C ASCE 7-93 Par UBC97/ANSI95 If am veins is or cantilevers evict, they are expired b wind. IlpomhesexlsLUroyareexposodtowlnd. Lumber DOL=1,33pbbgNp DOL=1.MPbbmefal DOL=1.M 3) 300.01b AC unit load placed on Nit DOVom chord, 17-&4 from IeR and, supported at Wo points, 300 spat 4) All plates are MT20 plebe unless ollem4se Indicated. " 5) This buss has been designed for a 10.0 paf Whose cord [Me bad ronconci Trent with any other We beds. 6) A plate mbng reduction of 20% has been applied M the green lumber member. 7) Provbe mechanlol connection (by othe s) of bum to bearing pale capable of w Socxling ade b uplift at Jobe 2 and 408 to uplift at joint 8. 8) Desgn assumes 02 (flat crienbeon) purlbs at aC spacing indicated, fasbrod to trom TC wl2-10d mlb. 9) Hanger(s) or other connection dwice(s) shall to Provided sufficient to support concentrated 1020(s)1Wlb down at 16-}4,an01501belownat 143-,Ion bottom crerd_ The desgNselecton of such connection dev"s) Is ple responslollarr of oMers. LOAD CASE(S) StenWId 2 „ QpOFESS/01, pEA A l 4( y 9 AI Fs T9T CIV FOF CAUL JOD TNas Nero Type Dry Ply eshey0 a ResidenceST194 r. PAGE 9 B02BDRG - COMMON 1 , Job Reference bona) STOCKTON RUSS, STOCKTON, CA. 95215, STOCMUN TRUSS b oue, s Mar 92007 MiIW Inaugnes, Inc. Mon Jan 14 140024 AK4 Page 1 )1-0� 7-11-8 15.14 20.54 27.7-0 35-6.8 �17.94 i I 1-0-0 7-11-6 7.1-12 2-84 2-0-0 7-1-12 7-11-8 ace = u6o ere = 5 ` 2x411 w5 w5 ti411 4 e 4m tz ys 4xs s 05 c 3 " w2 tma011 ex1211 W2 2 a t WI d d 3x,0= 14 13 17 12 10 11 10 4x5= 4x5= 5111 SM=3xe= 5xe= 5m 11 4x5= 7-11-8 .15.1-4 20-5.4 27-7-0 35-6-8 7-11-8 7-1-12 5-4-0 7-0-12 7-11-0 Plata00sats x : 2:0.520.1-t 8:0.2a40.0.2 15:0.4120.50 16:Ob-00.}12 LOADING(pst) SPACING 2d Cal DEFL In (tic) Vdet Ud PLATES GRIP TOLL 16,0 Platen IMM" 125 TC 093 Veh(LL) -0-161} 4 >999 no MT20 220/195 TCDL t<,0 Lumber Increase 1.25 BC OBS Valt(TL) -0.391}14 -623 240 BCLL 0.0 Rep Stress Inn. NO WO 0.94' H.r(TL) 0.06 a We we BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 168 In LUMBER -' BRACING TOP CHORD 2 x 4 DF No 2 G - TOP CHORD 2-0 oc plants (2.2.1 max.) GOT CHORD 2 x 4 OF No. 2 G'ExcepC - (Swlkfled from shated. Spacing >2-00). G2 1.12 x 5-12 DF No.2 G ` SOT CHORD Rigid rolling directly applied or 6-" me brocahg, WEBS 2 x 4 OF SO G'Except' WEBS 1Row at mIdpl 7-16 W52 x 4 DF No.2 G. W52 x 4 DF No.2 G r. JOINTS 19,ace at Jqs): 5.15.16 REACTIONS(Iblslxe) 2=996r4}t, 11.16/710-}8; e=717r63-8 Max Gmv2=1532(LC 9), 1 f=1&30(LC 3), 9=1083(LC 3) FORCES (lb).Maxlmum CompmmioWmimum Tembn TOP CHORD 1.2=OnO.2-3-37337JW,3 -3 M. 4-5•-2763N, S6=0/1743; 6-7•011537, 7-6=23061170, &9=020 BOTCHORD 2.14=-296g359, 1}14=d05/1255, 13.17=-1aM1W4, 12-17—t7011255, t2-1S•- W1247, 11-16--731/16W, 1&11=707ilMI. &10=194niM WEBS }14=-666/0,},5>-111gB1, 1315�1JO6,4-16!-40aN,tt-t�1515q,&16=41 L0,]-tTr-242110,]-10=-31423.15-16�95/160,&15=02e75,S16=22B6N, 14-IS=OII685, tO1F0la6i NOTES 1) Unbalanced mot lNa loads have ban abnalQe�d for &us deslgn.- 2) 300.01b oad AC unit lplaatl an rob Mtpm (ford, 17-9-4 from on and, supported of taro wins, 3-&0 apart. 3) This truss has been Msgnad for a 10.0 psi Do tom chord INe load norcancurrent with am/ other INe bads. 4) A plate rating redunbn of 20%Ina been adplied lot the grain lumber members. ' 5) This truss has Men assigned for a total Nagbad of 264E W.)ConnM trussto roebl drug bads along botlam chord from 00-0W 21 &8 tar 1294 pb_ 6) Oesngn assumes 4x2 (Ilan orlematon) pudNs etoe spacing Indicated, hasbned as bad TO w/ 2-10d rags_ 7)Hanger(s)or4a rconM bondwlce(s)shallbiprovbodsullkleMWsuppwt4atrvs�fedbad(s)IW]b4 nat 163-4,aM 15015 down a[ 19-34on WtNm chord. The tea 9NselOet M of WCh W MlL1bn daV e(9) le ON responabiay of others. LOAD CASE(S) Standard Q-�,OFessigy QY 9 � T9T CIV FOF C:A�� Job Truss mss Twit Cry Ply Basnaype Residence 52194 B02C COMMON I , Page 10 STOCKTON TRUSSCK , STOTON. G3. 95 1 Job RefO2nceoonal N T U ,STOCKO fi, 5 m,O 82007 MITdUndusines. Inc. Mm Jan 14 1359582009 Page l 10- 4-5-10 8-0A 12-11-6 17- 4 966p (- 4 & l 23.5.1 29 0 15 35 6 8 �y 10-0 4.510 3-7-14 4-9.14 4-9I4 5.7.13 5.7.13 6-5-9 1-0-0 Sale = 1 5e. Caeaer= Iaa 5A = ` e 4.0013 4ee5 051 5 7 Se s 4 a4 a x5% vata J N ] a At 10 a 1 5xe= 19 IS 14 13 12 xe ., 10= 4xe= a411 ma= Save = tire= .xe= s.e= e-143 12-11-6 17-9.4 263-0 35.6.8 8-141 4-9.14 49.14 8-5-12 938 Plate Offsets % . 2:S33 Ed -L 121-0.4 0-30 15:0-" 0.4.8 LOADING(psf) TOLL 18.0 SPACING 2-0-0 C51 DEFL In (bc) mail Lm PLATES GRIP TCDL 14,0 Plates lnaebm 1.25 Lumber Increase 1.25 TC 0.]] •SC 0.85 Vod(LL) 0,30 tt-12 >999 360 MT20 220/195 BCLL 0,0 _ Rep Stress lnet NO WB 0.73 Vert(TL) -0.6514-15 >647 240 HON(R) 0.16 9 Na BCDL 7.0 Code USC97/ANSI95 ''(Mabb), nra Wogh[1681b LUMBER BRACING TOPCHORD 2x4DFNo.18BVG TOP CHORD Sheathed ar 1-9-11 oc puMlrs. BOT CHORD 14rzs51rz DF SS GOT CHORD Rlgld caNng directly applied of 7i8 oc bracing. No'Except' .. WEBS 1Row at mbpt 4-14, 512 824DFaW G' 'Except- WEBS 2x I-l x 112 DFmt WJ 1�1rz x S1rz OF No.2G REACTIONS (flargue) Y2862/0-3-8, 9+1]8]/D}B ' Max Herz 2--67(LC 4) Max UpINU,—I91(LC 5), S,i95(LC 5) - FORCES (lb).Maxlmum CompressloN MIMim Tension - TOP CHORD 1•2=0rz2, 2J=7904/1219; 34-7457JI157, 4.5�4863r982, 5 1-3389M21; 6-74 400/820, 7-8�311/1161, 8.9=-4887/1189, 9-10=prz2 80T CHORD 2-16=4106a455, 1S16n-11060455, if 15=-lol lR057, 13.144=-799/4573. 12-13=]99N573. 11-12=� Mn8, &11--1064/4392 WEBS 315=-SB3/109, 415�12811919,410=-2836242,514>17&1414, S12z1Bfi5/1I0,612=452/1]90,]-12=]59R84,7-11=-260/540, &11=-433/103,}16=J2R30 NOTES 1) Unt ahneed lady live leads have Wen mnsfdereci far this design. - 2) This Ouse has been designed lot t e wind bads generated by 75 mphlwbWf at 20 B ifl a gmun0 bvOt using 9.3 psi by chord dead load and 50 psi Waxer chord dead bad. I ml from hurricane oceanllm. on an occupancy category I; condition I enclosed bulldbg, of dbnenelons 120 B by 60 R with exposure C ASCE 7.93 per UBC971ANS195 If end vortx:2 a or camilevms exist, they are exposed fa wind. It porches exhp they am exposed towlnd. Lumbar DOL=1.33 pNta gdp DOL=1.30 Phta mebl DOL=l n 3) This buss has been designed for a 10.0 psi bottle Herd Ike load hanCObcurtent wtib any Other We bads. 4) A Plato rating education of W% has been applied for the green Nmber maintains, 5) Provide mtthanical connection (by ohem) of buss b bearing plate mPa NOW wDsbndIng 491 lb uplift at pint 2 and 495 lb uplift at joint 9. 6) Load cases) 1 tr shave Men modified Building designer mug review bads m verify that they are Correct for the Intended use of this truss. ])Girder canine tie-in sMr(5): 2-M at bB-0-0at& 0. 8)Hariger(s)oroh rmnnectiondavlce(s)ahallbop MdsulibbNtdaup dwnmOua Wd(s)14551bdovna18-14en Wilk ctard. The desgNsebcaon of such connection mvbe(e) Is the respbnslbli ty of others. 9) In Via LOAD CASE(S) section, bads applied b the facepl the truss and noted as here (F) or back (8), LOAD CASE(S) Standard Except 1) Regular lumber Incroasa=1.25, Plate Increase, 1.25 . Uniform Loads (pill) Vert 14 0, 6-I�-60, S-15=14 - ConcemOmad Leads (Ib) Van' 15=1455(F) �. Trapezoloal Leads(plf) Vert 2=10.W-15=-121(F=-107) QppFESS/pY �P�pER 9 m Ex -3 - J �9T CN FOF CAGE Job Trua. Iruns Type Oty Ply BosnayeNa Reactance 52294 B02D - COMMON I 3 1 Page 11 Job Reference o Conel STOCKiON TRUSS, STOCK iON-LA. 215, S OCK ON TRUSS - 6.W0 a Mar 8 200] Mlida Industries, Inc Mon Jan 14 13'.59.57 NW Page 1 3.10.7 9-6-4 15-2-1 20.945 27-3A 2828344 3.10-7 5-7-13 5-7-13 5.7.13 6-5-9 1-0-0 Sole = 1 45 CamM,= V181 46 40) FIT 3 US 1 3x4 1 2 4 24II ly4 i NO WS g 5 a 7I it 10 9 6 3xe - 0iO v L4 = 440 ev4 = 9-6-4 a 17-9-0 27-3-6 9-64 B-2-12 9-041 Plate Offsets % 16 -120A2 LOADING(Psf) SPACING • 2-0-0 �(, :C91 DEFL or (bc) 9eee Wd PLATES GRIP TCLL 160 Plateslnereane 1.25 TC 0.98 Veft(LL) 0.31 641 >999 060 Muff 220/195 TCDL 140 Lumber lncraase , 125 BC 0.66 Ven(TL) -0,38 5-8 >842 240 BOLL O.0 Rep Stresslner 'YES WS 044 H0O(TL) 0,06 6 we We BCDL TO Coda UBC_9]IANSI95, (Matrb)L Weight 125m LUMBER BRACING TOPCHORD 2x4DFNo.2G S TOPCHORD ed Shimmor&6-5 oc purling, except end velacals. B0TCHORD 2x0 DFNo.2G - - BOT CHORD Rigid celsng directly applied or 7.2-0oc bracing. WEBS 2x4DFSWG REACTIONS (IWslze) 11=99BIMecbanbal, 11-IM910-&8 Max Horz11=106(LC3) Max upId1I1 ri3(LC5),6=389(LC5)P FORCES (lb)- Maximum CompressloNMazlmum Tension TOPCHORD 1-2=IM/123,2-3=1179106,3.4=1179/486,4-5=-20MOI.S 2451/834,6-7=0(18,1.11 1lO50 BOTCHORD 1&11=199RM5 lO=W7/1664,&9=507I1664,"8 730/2267 WEBS 2.1=-167MO,1l0-231M33,4-10=74W279,4-0=2M518,5-8=-43]I111,2-11—I1D5m5 NOTES 1) Unbalanced neat We Ideas Have been Considered IN orb design. 2) This truse fors been designed for me wind leads generated by 75 mph words at 20 R elbow, ground wel, using 9,3 pal by Chord dead load and 5.0 pef bottom choral dead lead. 100 not from Hurricane oceanllne, on an occupancy category I, condition I enclosed bulking, of dlmerNona 120 it by 60In wM exposure C ASCE 7-93 per UBC971ANS195 If end yonba IS or camllwors exist, may are exposed b ward. Il porMos exhY, meY era exposedbwlyd. LumWr DOL=1,MpUWgdPOOL=1.33Pbbmetal DOL=1.33 3) THIs buss nee been eesgmd fora 10.0 Psi bottom Chard INe dad W=mur wed eny a r eve bads. 4) A plate rating reduction of 20% has been applied for Vo green lumbar members. 5) Refer to girder(s) for truss to truss wneadbne. 6) PmWe mechanical connection (by omara) of truss to Wit plate capebb of wed Wing 353 b upM at joint 11 and 3891lb upl8t at joint 6. LOAD CASE(S) Standard erOFESSIpNA A PiO1<R C7. - Lxp, .3 w �9T Civ UPC:AL\ Job Truss ��ssTypa 01Y Ply Beenayake Nascence 57190 Cot SPECIAL' 1 2 Page 12 - Jay Reference Donal STOGKTON TRUSS, STOCKTON, CA. 9621 ,ST 55 6.500sMer 8200]MiTeklnOusnes.Inc. Mon Jan 1413:5982068 Pagel 5.9.3 g-10-7 14.1.7 _ �� 19.9.4 25-5-1 31-0-15 37-6-6 38^ 5-93 1-14 7-3-0 -. 5-7.13 5.7-13 5-7-13 6.5.9 scale =102. ca �> = 3M se= e 4xe c s a s 7 MIx h10MIIIaH% 4xa� 4 sine= a4 2 NA vB 0 e �aI 4 w D I r41 Ox. 101A1 a e 5xa= 17 to 15 14 1913 12 11 4.8 FnB= 3x1011 be axac 5x8= Sxe= ad 4B= 6-10-7 113.8 19-9.4 283-0 37b49 6.10.7 4S7 h 8.6-12 B-5-12 9-3-8 Plate Onsets st I 1:&13E0 V1-140-2-12 2:030E o 9,o-3 L&2415:0 8.044 LOADING(Wf) SPACING 2-0-0 CSI DEFL In (be) Vdoa UO PLATES GRIP TOLL 16.0 Plates Increase 1.25 TC 0.98 'raft") 0,2111-12 t999 360 MT20 2201195 TCDL 14.0 Lumberliareaso 1.25 BC 0.99 Vert(TL) 48514-15 x528 240 MIIISH 1701148 BCLL 0D Rep Stress Met NO WE 0.93 Horz(TL) 0.15 9 Na Na BCDL 7.0 Cede UBC971ANS195 (Matim) - Weight. 397 It, LUMBER BRACING TOPCHORD 2 x 4 OF No.T8B1r G'Excepr. TOP CHORD Sheathed or 124ocpumns- T32x4OFN0.2G,T42x4OFNo.2G BOTCHORD Rigid calling directly applied or 11 0-0 oc bracing. BOTCHORD 1-12 x&ln OF SS G'Excapt' 821.12 x SIn DF No 2 G _ WEBS 2x4OFSMG'Except- W 1 1-lax 5-In OF No,2 G WEDGE Lek 2 x 4 OF Sid REACTIONS (10]sts) 1=586N& .9�2391 Max Harz 1>84(LC 8) Max Uplmt>970(LC 12), 9�1006(LC 13) FORCES (lb). Maximum CompressloNMninnum Tansbn TOPCHORD 1.2=-17876 005,2.18=-1&5=069,318+185032966,34=141342695,4 9i562121,66=-5392J1435,&7=539211338,7-8=.62622A5,&9=-66352746,9-f0=M2 BOTCHORD 1.17=-27WI7071, 1&17=-IN&16420, 1&18-2223/18686, 10.15-2000I13413, ia19=-2212JB656, 13-19=-2413s656, 12-13=241UNfi . I1-12=-2356r5645, 911=2575s239 WEBS liner--5B56I481, 5-12=4.T371443, &12= 2B W, 7-12-764292, 7-11=273I555, &11441IIM.2-17=103R433, 3.16--19891653, 2-16 92813176. &I1 - 277I45"., l4=W0 45, 4-14=-5779MD2 NOTES 1) 2-ply truss to be connected together went 10d (0.14SN3) nalb as follow: Top chards connected as folky,ni 2 x 4 - 1 row at &9-0 M, Bottom chords Connected as follows: I -In x &12 - 2 rows at 0-9-0 be. Weed mnnectad as folfl s:2x4-1 row at 030 oc, Except member 15-42x4-1 row M 041-0oc, 1-12x 5-12-2 tunes at&3 oc. 2) All loam are considered equally applied b as piles; except If nobd as front (F) a WaX (B) face In to LOAD CASE(S) section. Ply to ply connections lave aeon provided to distil Wto only Im4s noted as (F) or (B), mlma omerMse Indicated. 3) Unbalanced roof INe loads hove been considered for No dram 4) This truss has boon designed for Ile wind bads gonmamd by 75 mph winds at 20 If slower grouts lave{ using 9.3 psi cap chord dead load and 5.0 psf bottom chord dead bad, 1DO cal from rusticator oeeamNe, on an occupancy category I, mn0abn I enclosed Wilding. of dimensions IN t by 60 t wIN exposure C AWE 7-93 Per UBC971ANSIMdend vertically or can8lermrs exist they are exposed fowhat. Ifporchesmist,theyareexposedto Wnd. Lumber DOL=1.M plate grip OOL=1 33 Plate metal DOL=1.33 5)Provtleedegwta toseothwstar pomm9. 6) All tables ire Mien a Patiental' Inatlon deNsuebsa 10.0 claims ])This truss has been designed fora 10.0 pal' totem ehold late bad neraoncuum, wIN any Met We bads 8) A pate rating roducWn d M%has Wen app for the green lumber immortal.9)Provtl kal e mechanmnnectbn (by omens) of sa to bearing pate Metal of withstanding 970 at uplift at elm l and 1006 to uplift at front 9. 10) Load easels)1 hasmave been troubled. Building designer must whim, IMrb to verily Mat May are aeRetl ter me Intended use of am sees - 11)That Muss has Wen designed for a Wal drag loi of 3177 lta\Connect Mass real dreg leads along bomfm chard from 0.00fo 17-0-01ed 1W.9 pt. 12)Hanged(s)wotherconmdbndoice(s)shagboprovldWsutbbotbsupportmrcer dbad(s)2501bcovenat 5-9-8onlopchord,anc23751Edownat 4.11-8, and 1697 Ib Down al IG14on mtirm chord The sgNmie on of SUU mmeclbn devM(s) b to resp mlbllly of oN.m. LOAD CASE(S) Standard Except 1) Regular. Lumbar Increase=1.25, Plata Incroase=1.25 Uniform Loads (plf) �OFESS(pt' Vo21-2--60.2-3=60,}- 0,&10>-60,1-15=-125(F=111),&SI--14 Q yq Concentrated Loads (lb) tQERA j Vert: 15=-1697(F) 042375(F)18-250(F) z - Ex -7 . *• CIV FOF C;Al1C^� Jab Truss Titais Type Oty If Basnoyala Reodence 52294 001A SPECIAL 1 , Page 13 Jab Reference Bm01 6iOCKTON TgU55. ST K ON, U. 95215. BT KTO � 6.500 s Mar B 2D0] MiiIX Indu4nes. Inc. Mon An 14 t3'.59582000 Page t 3-7-7 06.1 10-10-7 ..' 166-4 i 22.2.1 276-05 34 3.8 �6 3-7-7 0.1042 6-4-4 5-7-13 5.7.13 5-7-13 6.5.9 1-0-0 $ale =15B Cain= V4' 4x5= B U41 3x4 c 5 7 4.00 I] sa= exe= 4 W] W] B tx4 II 2 1 B roU I. a i0 9 15 1B L D 12 Il A10= 3x5= 4.0 3x4= 3a5= Ua= 3x4= 3.7-7 8-0-8 166-4 25-U 3438 3-7-7 4-5-1 86-12 8-5-12 9-3-8 Plate OOsots X Y : 2:0-313 0-2-7 90 &2 &1-B LOADING(psr) SPACING 2;0 • CSI DEFL in (lac) Vdefl Ud PLATES GRIP TOLL 160 Pbtesbcroase 25 TC 0.51 Ved(LL) 0.36 9-11 =999 WO MUD 2201195 TCDL 14D Lumber Increase 1.25 BC 0.77 Verl(TL) -043 9.11 ,953 240 BCLL 0.0 Rep Stress lmr YES WB 0.79 Ho0(TL) 0.12 9 Na we BCDL TO Coda UBC97/ANSI95 (Matrix) Weig 159 lb LUMBER BRACING TOPCHORD 2 x 4 OF No.2 G TOPCHORD SheaNed or 31-8 do puffins. BOTCHORD 2 x 4 OF No.2 G - BOTCHORD Rlgldoeciniz directly applied or&11-I4 cc bracing, WEBS 2x 4OF SW REACTIONS (Ib/size) 9-1341/&3B, 16=1383/63-0 Max Holz 16=72(LC 3) Max Upin9=495(LC5), 16=561(LC5) - FORCES (lb)-Mulmum O0mp205I0n/Mulmum Tenabd TOPCHORD 1-2=827, 2.4=44/0, 2J-2629/1116, 3-2714/1104, 56=-2027/815, &7=-2023/814, 7d- 2WVl137, &9=327&1160, 9-10=0/18 BOTCHORD 16-17=-587/1456, 1&17=.597/1456, 1,-Zl -l07B/2712, 1&1Ba-107M712.1314=810R354, 12.13=Af02304, 11.12--815n461, 9-11=-103]/w47 WEBS 314=-28N152, &14=22ial4; 5-12=-559175, &I2= 7/919, 7-12--7442]4, 7-11=2 M25, &11=-40WI00, 3 1l =I a VSafi, 2-15=-757/1954, Lt6=39N, 2-16=1959R95 NOTES 1) Unbalanced foal We bads have been considered for We dnlp. 2) This "Ss has been designed for and wild bads generated by 75 mph winds nt 20 ft above ground Ievel, using 9.3 Pat top Chord dead two and 5.0 psi Whom Chard dead bag I W at from hurricane oceanllne, on an occupancy category 1, condition I enabled bolbleg; of dimensions 120 It by 60It we exposure C ASCE 7.93 per USC971ANS195 If end vertba19 of Cantilevers exist, they are exposed to wind, IlporchesexkL Bay are expossdtowind. LumWrDOL=1.33pbmgrlp DOL=1.33Pbtemetel DOL•1.33 3) Provid0 adequate drainage b prevent water ponding 4) This busts has been designed for a IDO psf bottom Chord We`Iodd rofKorltenent we amy Wier We bads. 5) A pate morfg feducWnof 20% has bean applied for cite green lumber members. - 6) Pmvido mechanical connection (by others) of truss W bearing pate capable of wesmnding 495 Ib uplift at JOIN 9 and WI It, uplift at pint 16. 7) Design assumes 42 (flat orientation) pudbs at tic spacing Indicated, hundred to buss TC w/ 2-1Doraft - LOAD CASE(S) Sbndam • ehOFESS/pvq A ro`x `Fc7 �piafa Is C7 yG 9 m Ex .3 . J 9p CIV IN, C; Job Truss , Truss Type O1Y Ply Besnayeke Omce 52294 OD15 '•."�'� SPECIAL 1 , Page 14 - - Job ReferefeeLQTo ST CKTON iRU35. STOCKTON. CA. 1 , ST KTO U55 6.500 s M0r 82007 MiTrk Indugnes. Inc. Mon Jan 14 1359. 592004 Page 1 r l 3-7-7 6.6.3 W-10.7 1&6.4 22.2.1 27.9-15 34-34 35-3� 3-7-7 2-ID-124-4-4 5.7-13 5-7-13 5-7-13 6.5-9 140-0 Sole =1.50 • tenser= 11.' 4.5 = a 1.4 II 3.4 a 3x4 c 4.0012 4.46. V5= 7 a 4 ba X\ a 1.4 5.9 = 1.4 II 2 10 1 w 12. d ,e v le 1s 14 12 300= 3x4= 4.5= 3x4= - 3x5= LB= 3x4= 3-7-7 8-0-8 1684 25-04 34JA 3-7-7 4 6-1 B-5-12 8.5-12 9-3-8 Pbtc Ousels % 11:032G1-8 LOADING(psf) SPACHIG. 2-0-0 CSI DEFL In (bc) been Lrd PLATES GRIP TCLL 16.0 Pbtes Increase 125 TO 0.94 Vert(U) 0.351t-13 >999 wo MT20 2201195 TCDL 14,0 Lumber Increase. 1S5 BC 0.77 Vert(TL) -0,4211-03 >964 240 BOLL 0.0 Rep Bases Incr VES WS 0.64 Hm2(TL) 0.12 11 Na Na BCDL 7.0' Code UBC97/AN5195 (Mabb) WeigM 10 b LUMBER BRACING TOPCHORD 2 x 4 OF N0.2 G TOPCHORD Sheathed or I cc purlins. Except BOT CHORD 2 x 4 OF No 2 G 4.10 cc daobg' 16 WEBS. 2 x 4 DF SSI G 4-84 Inc bracing_ 2.3 BOT CHORD Rlgld ceWng deectly applied or 61.14 oc boding. JOINTS IBrace at Jl(s):3 REACTIONS (holdre) 1= NJ-0, 1B=1257N3B Max HOra18>100(100(LC3) r Max UpIa111J80(LC 5), 18446(LC 5) FORCES (lb)- Maximum OompresslonlMexlmum Tenslon - r' TOPCHORD 1-2=-1125, 2.4=.700291, 24--1537i510; 3.5=1857/ 5, S -1755Ri42, 6.7--24SM49, 7. -1987n69, e-9=1981067, 9-1 =.288Vl O92, 1011=323011115, 11-12=01f8, 4- SM287 BOT CHORD 17-18=412JI312.16�17=-7 HII'tin,15-16?7302319;14-15>-nOIXI19.13-14>77224M. 11-13•-99513009 WEBS }16=-10=41, 7-16=121/197. 7-14�fil B-14- 42311M. 414=-747276, 9-13>-2501528, 10-13z4031100, 3-17=11461354, 2-1711-18911433. 1-18--46J11, 2-18=-17661610, 4.5=-1619 NOTES 1) Unto broad fool live bads have been considered for MIS design. 2) This buss has been designed for flan wine bads generated fry 75 mph wines at 20It above ground IeveL wing 9.3 PSI lop chord lead load and 5.0 pal bodom chord dead bad, 100 mi from humane meantime. on an occupancy category I, condition I enclosed building. of dimensions 120 g by 60 hwlm exposure C ASCE 7.93 Per UBC971ANSI95 If end veRa Is of cantilevers exist May are exposed to Mind! , II porches exist, "yam mposae b wlrl0. Lumbe, DOL=.1.33 pbb gdp DOL=1.33 Pbb mebl DOL=1 M 3) Provide adoquab dralnego to provont cosier pondmg. ' 4) This truss has been designed for a 10,0 p9 bottom chord We lead nonwncument wait any Met INe bads. 5) A p'ato rating reduction of 20% has Man applied for the green lumber members. 6) Provide mechanical connection (by others) of truss W bearing plate capable of withstanding 480I11, uplift al joint 11 and 4461b upiM at joint 18- 7) Desgn assumes 42 (flat orientation) pudW at cc spacing Indicated. fastened W buss TC w72-10d raft. LOAD CASE(S) Standard 1 Q�OFESS/cat, SOEA A rp R! m 9T CIV �OF CA,% Jab Truss Truss Type Oty PN BeSnayeke Re Bence S2294 C01C. SPECIAL I 1 Page 15 Jab Reference tmal STOCKTON TRUSS, STOCXTON. U.9521 ,BTOCRTON TRUSS 6.500s Mar82W]MiTexlnduxnes, Inc. Man Jan 14 13'.59.5920m Paget 3-7.7 8-6-3 10.10-7 1&6.4 22-2.1 27.9.15 34.3.8 353-6 1 3-7-7 4.10.12 24-4 5.7.13 5-7-13 5-7.13 6-5.9 1-00 saen=l:5e ..a = e •> 3x4 C so. W B ] 1X4II a & 5�11- 1E tx. ll 2 1 w 2� a 18 17 19 toil 15 14 13 3.10= 34 5xs= h4= &5= 3.8= 0.4= 3-7-7 6-0-8 - 16-6 4 . 25.0.0 34.3.8 3.7.7 4-5-1 8.5.12 83-12 9-3-8 Plate ONsebX 2'.0-.130.2-7 1105-20.1A' LOADING(ps0 SPACING 2j" CSI DEFL In (tec) Vast Lid PLATES GRIP TCLL 16.0 Plates Increase 1 75 TO 0.82 Ved(LL) 0.37 11-13 >999 360 MT20 2M/195 TCDL 14.0 Lumbar IlCroase 1.25 BC 0.I8 Ven(TL) -0.43 11.13 1948 240 BCLL 0.0 Rep Shea lm! YES WB 0.85 Herrin) 0.13 11 we wa BCDL 7.0 Code UBC97IANSI95 (Math) Weight 10It, LUMBER BRACING TOPCHORD 2 x 4 DFNo. 2 G TOPCHORD Sheathed or 2-74 oc purlins. Except GOT CHORD 2 x 4 DF No.2 G 0.D0 oc bracing: M WEBS 2x4DFSkG • 3.1.0 sec bmdng: 2-3 BOTCHORD Rigid ceiling threc0y apped ar S10.11 sec bracing. JOINTS 1Brace at Jpe):3 REACTIONS (I 11=1354N-38, 18=135110-}9 Maxax Harz l = 0(LC 4) - Ha Max Upla[Il=509(LC 5), 10=528(LC 5) FORCES (Ib)- N!"Imum Comprealan/Maxlmum Tensbn TOPCHORD 13=1025,24=]t/36,4-W.7BN,2-3+-26]]/1177,3-!>a-2B07/1211,57=2728/1209,7-8=2069I861,&9=2062/858,&10=�2962/I18i, 10.11=331]/12(14, 11-12=0/18 BOT CHORD 1]-18=552J1414, 17-19-11242161, 1&19=11242761, 1&20--042474,1520=9D42474, 14-15-W42474, 1314=-859250U, 11-13=1079130113 WEBS 3-.16--246r114, 7-16=247)306, 7-14=737d39, &I4= S/961, &l4 746276, 413=-249/527, 10-13=4M9.1l7-IM&693, 2-17=.W0 96, 1-18=44114, 2.18-- Town. 4L5=232J1 NOTES 1) Unbalanced IMF No loads have been conskorad for We design. 2)This truss has been designed for the v4M bads generated by 75 mph wNro at 20 R above gmundi IwaL using 9.3 par ep chore dead load and 5.0 psf bottom chord dead bad, 100 all From humane a ... new, an an occupancy category I, condivon I encksed bulking, of dimension 120 it by 60 R with exposure C ASCE 7-93 Par UBC97/ANSI95 [rend verticals or contemn; exist, they are exfosod e WWI _ If porches mist, troy are exposed erdnd. Lumber DOL•.1.33 plat gdp DOL=1.33 Plate metal DOL=1.33 3) Provide adequate dremoge to premed water pondbg. 4) This muss has been designed for a 10.0 Psf botom chbM INe load mnmmunemwsh any other eve bads. 5) A plate man, neducVon of 20% has Eaten applied for'" green lumber members: 6) Provide mechanical canneclbth n (by affairs) of Fluor to enteringplanscapable of wllhstarking 509 a upllt mistral 11 and 528 a upiA at joint 18, ]) Design assumes 4x2 (eat orkmadon) pollns at tee spacing Indicated. IaIDned to bum TC w/ 2-1pd mid. LOAD CASE(S) Sranaard Qy�OFESS/py �` TOc,•y F� ��� � i7 fn m J �9N CIV eopC , Jop Tme3 - ruse Type _ 1- ply Bawayake Resilience52294 DO SPECIAL 1 2 Page 16, Jab Reference Iona STOCKTON TRUSS. ST TON,CA 95215. OCKTON RU 6-SODSMer 820W MN¢k ln0u51nes. Inc. Mon Jan 1414:OO:00200s Pagel -It-0-P 7-11.11 110-OA51 16." 17-10)7 21-0.3 24-6-7 29-6-15 34.7.13 40-6-8 41J6t 1 1 1 1-0-0 7-11-11 ,2-14 ._ 641-4 1-1 4 3-1-12 3.6.4 5-0.8 5-0-15 5.10-11 4-0-0 xis= " cans=+2 sea 5z0 &a 5z12= 7 a 5 0 U51 Sr14 MT1WL a !m l3 Sva= . 322 _. ,4 'M 2v44 WI 13 10 - W4 w -- ] II 2!! 111 LA S d 4410= 21 20. 19 is 17 is 15 14 13 4r6= BM= hell '4xtOMilli 2v4 It tea= Sra= 40= ha= 08= 84)-0 10-0-15 17.10.7 32-0L 40.6-8 8-0-0 241,15 7.9J3 14.2.15 8-5-2 Plato Ofsea % a 0-" 0-MI III LOADING(ps0 SPACING 2-0-0� 'CS1 DEFL 1n (bc) Vdea Ud PLATES GRIP TOLL 16.0 Pates Increase 1.25• TC 0.64 VergLL) 0.24 18-M >999 WO MT20 220/195 TCDL 14,0 Lumber Increase 125 BC 0.91 Vrd(TL) 4.6518-M >745 240 AITISH 2MI95 BCLL 0.0 Rep Strew lour NO WB 0.79 Hor2(TL) 0.13 11 No we BCDL 7.0 Code UBC97IANSMS (Math) Weight 457 to LUMBER BRACING TOP CHORD 2 x 40F Not G TOPCHORD Shcamed or 6oc punins. BOTCHORDI-In x&12 OF No 2G BOTCHORD Rigid Ceiling directly appeal or 10 0oc bracing. WEBS 2x 4DFSWG ' REACTIONS(Ib/slze) h351i&3 .11-2032/0.3-a Mav Hors 2=58(LC 3) Max Uplflt 55](LC 5). 11=%O(LC 5) FORCES (lb) -Maximum ComprmloN wimum Tension TOP CHORD 1-2=022, 2-3=10037/1376,&22-1055Wl4U.4-22=-1055&1467.45= INIM6, "4 6193/1270, &7=517U1181, 7A= 92111131, &9•-4579/113Q 9-10=52w/lwO. 10-11=-5540/1403,11-12=022 BOTCHORD 2-21=-123a9452, 20.21=-1612/1DS6C, 19-20=-1612/10865, 18-19=1612M0868, 17.18-112615935, 1&17=1127M,11, 1&1t 91U4323, IC15=1072/4685, 13-14=107214685, 11-13-127115205 ' WEBS 4-20=-62/19, 418=4901496, &16=-29811453, 6.18>131)659, &17=157IUZ &16=-1915288, &15=-=4163, 9-15- 52d195, 9.13=2191462, 10.13=38891, 7-16=262/t0B8, &16=-t]d881, a-21=9099d5, b21=-dOB/3455 NOTES 1) 2-ply bees m ne Canneped mgemer wM 100 (G.14B1r37 nals a folbm: Top chords connected as fatIms: 2 x 4 = 1 mw at D9-0 oe- Botbmchords connected asWlloods 1-12x 512-2 rover at 0.1-0oc. Webs connected as loaoves:2x 4-1 row at 0-9-O aa.- - 2) All bads are Considered equally eased Is as piles, except f noted as Front (F) or back (8) Face In per LOAD CASE(S) eoctbn. Ply to ply connections have been Provided to distribute only bads noted as (F) or (8). unless otherwise Indbated. 3) Unb'I b need roof I" loads have bean cdnsderad for ass design. 4) This buss has been cosgned for Oro wind bade generated by 75 mph winds at 20 s above ground level, using 9.3 per by chord dead load and 5 0 psi bon9m chard dead load, 100 ml from hurrkane oceanline, on an 9ccupi category I, condition I enclosed Wilding, of dimensions 120 it by 60 If Calm exposure C ASCE 7-93 per UBL97/ANS195 If end verOOle Or cantilevers rest, they am exposed W wind. Ifporcheeexb(IneyaasexpOse wwlnd. Lumber DOL-1.33 plate grip DOL=1.33 Plate meal DOL=7.33' 5) Provide adequate dralnage l9 prevent water pondag. 6) All plates are MT20 pates unions otnelwee Indicated. 7) This truss has boon designed for a 10.0 pat bosom chord Ilia load ronwrcurnat with any met hm bade. 8) A pate hating reduction of M% has been apples for the Masan lumber members. 9) Pmvde mechanical coracclbn (by amens) of bua0 baMM pate Capable of w8heardlrg 553 to uplift at )elm 2 and 560 to upUl at dim 11. 10) Load case(s) 1 hasmrve bran had4bd Budding Wall mat Iwev, Was to "Illy mat may ere correct ter me Intended lee of ass mar. ll)Hangegs)orolhmmnmc ndevba(e)aha0bepmvdedsulftleraWeupponCarInel Wba0(s)24271b6"at&141onbosomcliord. The dealgNaeteelbn p such Connection device(s) Is me responsibility of others. LOAD CASE($) Stands d Except 1)Reguar: Lumber lncrhaa=125. Pate Increase= 1.25 , Undorm Loads (of) Vera 1-3-60, 3 4=60, 4.5=450, 5L6=-60, 6-7=e0, 7-8>-60. 8-12 60, 2.11=14 Concentrated Loofa (Ile) - Velt21=2427(I-7 A rpGY CF Pie)ER D m _ Ex .3` �9T GV FOp CAU Joq TN55 N65 Type - Ory Ply Besneyake Residence SZ194 MIA . SPECIAL'. t �f Page 17 I 3 Jed Reference o penal STOCKTON RUSS, STOCKTON, CA. 9521.5. S OCKTO RU � 6.SOOs Mar a OW MRda Indudnes, Inc. Mon Jon 14 14.00.01 2003 Page 1 -1.0. 5-5-2 I I 10-0.3 12-1-7 16-01-11 21-94 26-6-15 31-2-8 3510-8 40-66 4168 P I I I � 1.0.0 5-5-2 4-7-1 2-04 4=104 4-95 46-11 4-7-9 4-8-0 4-8-0 I--O We I: Campy=llna If Sala= /x5= 5.1/MTIMC Bx10, 4.5 a Co12.Brfi- B %a/ II 4 5, 10 4KL 0 11 13 4x5C 3 / 11 i!rylll WI t t C Jm 1d nim= n 0 21 all 18 is 17 16 15 14 Wo- b411 bra= and 4x10MT1M= 54 W0= Saa= 4a8= d/11 4B = 5.5.2 12-1.7. 21-9-4 31-2-8 35-10-8 40-6-8 5.5-2 6-8.5 9-7-13 9-5-4 4." 4.8-0 PIM0011facte X 7:6600-1.11 LOADING(paf) SPACING 241-0 CS1 DEFL In (bc) gdsn Ud PLATES GRIP TCLL 16.0 Pbrtes lncna9e 1.25. I TIC0.58 Valli 02618.20 >999 360 MT20 2MI195 TOOL 14.0 LumWr Increase 1.25 BC 0.95 Ven(TL) -0,89 la-21) >542 240 MT18H 2201195 SCLL 0.0 Rep Stress lncr- NO WO 0.62 HOU(TL) 0.18 12 No We BCDL 7.0 Corder UBC_97/ANSI95 • (Maetr) WOIgh 6921E LUMBER BRACING BRACING TOPCHORD 2x4DFNo.2G SneaNed or 49-6 oc putlba. BOT CHORD 1-@xS SOT CHORD Rigid calling directly applied or I0 cic bracing. Bl 5-U2DF.2G•Exap' OF SSG 4DFSWG WEBS 2x4DF $teG ' v REACTIONS (Ib/slie) 2=52961036, 12=5294/0-3-8 ^F - Mai - Her. 52(LC 4) Mae UpN2-542(LC 5), 12=542(1(C 5) FORCES (b)-Mavlmum CompressloNMaxlmum Tension TOPCHORD 1-2=022,2-3=-1541WI371;3-18089/1314,46=-1500VIMB,56=-16815f1352,67-10651IM7,74-16471/1210,8-9=-1471WI083,9-10=45441/13W,l0.11=l5436/1265, 11-12-15M,111387.12-13 GIM ' BOTCHORD 2-23=-1241/14574,22-23=1241/14574,21-22--131d/18914,20-21a-1168/17878,19-20-10MA6103,1119-IMN16103,17-18=1067/16471,1F17=.916114241, 1516=-916114241, 14-lb-1263/14559, 12-1N-126WI41559 ' I WEBS 123=-297/12, 1M-0921, 422>•325/4204, 522+37111268, 5-21-1945274, 7-20-25513aW. 7.18�87/710, &18=61949, &21=-25,UZI57I. &M2 28IIM12, 10-1rr--258050, 11-14=-272(2 , 11-15=269/172, 8-17-23851213, 917=-217/4608. 9-15-2721565 _ NOTES 1) Spiy "SSW ba cohMclad WWMef will led (0.14SN3-) nalb as follows: Top chords Connected as follows: 2 x 4 -1 row at 0,94 oc. Bottom chords connected as follows: l-V2 x 5.1/2. 2 rows at gd-0 Woos connected as follows: 2 x 4 -1 low at 69-0 Co. 2) All bads am considered equally applied W ae fines, except ti noted as front (F) or back (B) tea In the LOAD CASE($) Section Ply to ply connections lave been provided te UbhlWfo only bads noted as (F) or (8). unless otherwise Inmated. 3) UnW IS reed Feel [No loads have been considered for MIS deslgn. 4) This truss his been designed for 1M wind bads generated by 75 mph winds at 20 if aeove ground level, using 9,3 Fif top chord dead bad and 5.0 Psi Whom Chord dead bad, 100 Col hem hurrba ne ottanllne, on an ecoupanry Category 1; coMllbn I enclosed Wilding, of dimensions 120 It by 60 R with exposure C AWE 7-93 per UBC971ANSI95 If end veNpb or an0lavea exbl May am exposed to vdfe. UpochesexkLnayareexposedtowind. Lumber DOL=I.33 pbta9np DOL=1.33PIatemetal DOL=1.33 -` 5) Provide adequate drainage W present wales pond ing. _ 6) AD plates, are MTM plates unless othemant Indicated. T) This Muss has When designed for a 10.0 ad Wttcm Chem Who bad Mnwncunent wed any other We bards, 8) A pate rating reduction of 2056 has Wen aSpeed Ira die green bmWr maintains. 9) Provide mechanical connection (by others) of bide W Waring pleb Capable of withstanding 542 Is uplift at joint 2 and 54210 uplift at joint 12, 10) Load case(s) 1 naslhaver Wen meddled. Bulklhg designer must miew loads te vaulty, Nat May are conep for Me Intended use of Urb Vida. 11) Glmer carries Win sparks): 14-" ham 1&b.o N 264-8 12) Hanger(s) or other connection delicate) shah be provided sIlncbm W SUpPin Canconbated bad(s) 23801E doom at 264i8, and 23M Ile down N 144 0 on Wttem chard, TM deargNSelecWn of Such comorceen dwice(S) IS NB responsibility of others, LOAD CASE(S) Standard Except - 1) Regular. Lumber Ircreasrr= 1.25, Plato Incrssas=1.25 Uniform Loads (pit) Van, 14-60, 4-5=-W .5.7-6%76-60,9-13=-60, 2-21-14, 17-21=-231(F-217).12-17=-14 Concentrated Loads (Ib) OFESS/ Von' 21-2380(F)17=-23W(F) Qi3 Ov q� Aoea a r c7 S Tit G 9 37 Et -3 T9p CAV FOF is SM4 E01 ues Type MONO TRUSS USS 55A 5-9d 30 = L4 = Page 18 2x411 scale =1.13 2 Canler=blei L4 II LOADING(psf) SPACING 2-0 C$I DEFL 1n (bc) uses Ud PLATES GRIP TCLL 16.0 Pletes Increase 1.25 TC 0.21 Ven(LL) 0.01 141 1924 360 MT2o 220/195 TCOL 140 Lumber Increase 1.25 BC 0,99 Ver1(TL) 4.15 1-3 >440 240 BCLL 0.0 Rep Stress lner NO wS 000 Hoz(TL) 0,00 3 No Na BCDL 7,0 Code UBC971ANS195 (MahN) WeIghL 461b LUMBER BRACING TOP CHORD 2 x 4 DF No.2 G TOP CHORD Sheamed on 5M oc puffins, except end vemals. BOTCHORD 1-12x S12DFNo2G BOT CHORD Rigid calling exactly applied on 74 oC bmcmg. WEBS 2x4DFSWG REACTIONS (Iblatue) 1=148SMochanical, 3 1469IMechanleel, 3*14697Meclemical Max Hors 1=69(LC 4) ' Max UpIAI--110(LC 5). 3 125(LC 4) FORCES (b)- Maximum CompressbNMaxlmum Tension TOPCHORD 1.2=60142,2-3=166143 BOTCHORD 1-3=1626 NOTES 1) 2-ply Irwis to lea connected together wish 10d (0.146'43') nails, as follows: Top chords connected as follows: 2 x 4. 1 row at f,"" Bottom clnRb cunneMad as fclfl s:1-12x 612-2 revs at0-9-0oc 2) AN bads are Wandered equally applied to all plot, exmyt tl noted as frond(F) Or back (0) fare fo Ue LOAD CASE(S) action. Ply to ply connections hareo been provided to dismhMe only bads abd as or (B), unless otherwise Indicated. 3) This buss has been *el9ned her Dre wind bads generated by 75 mph winds M 20 R above ground level, using 9 3 pat by chord dead load and 5.0 pat bosom chord dead load, 100 ml ham hurricane oceanline, on an occupancy category I, condition I enclosed bWbGg, of dimensions 120 IT by 60 Rwah exposure C ASCE 7.93 per UBC971ANSI95 If end veribao or anilwers exist, they are exposed b wind. Il porchts exoL uey are axposstlto whim. Lumber DOL=1.33pbbgdp DOL•1.33Phlemebl DOL=1.33 4) Thls buss Ins been tlesgad fora 100 psi bobom chdrd INa bad nerbM mntwah am/ Mher INa bads. 5) A pale Mang reduction M 20%has Mon appled for tle green unmoor members. 6) Rater W ginter(s) for truss b 1, eormeclbne' 7) Provide mechanical connection (by others) of buss In bearing plate capaple M wMaMndbg 110 to uplm M Joint 1 and 125 IN upllh at )Mid 3. B) Girder carrot to -In spm4s): 27d6 from 0." b 59.6 LOAD CASE(S) Slandard 1)Regular. Lumber I mmass, 1.25. Plate Increase=L. „ Undorm Leads (Net Van, 1-2- 0, 1.3=460(Fx466) Job Truss msaI ype Oly Ply Basnayske Residence s229a F01 MONOTRUSSS 1 Page 19 2 3x5= 4-3.2 3-5-I4 Ixa II Sate= 73B II a s ti r'• a.x - 4-3.2 35-1 a LOADING(psf) SPACING " 2-0-0 CSI DEFL In (bc) Wall Lyd PLATES GRIP TCLL 160 Pbtealncreasa -1.25 TO 020 Vil 4,03 1-7 >999 360 MT20 220I195 TCDL 14.0 Lumberincrcase 1.25 BC 0.1a Ved(TL) 4.07 1-7 x999 240 BCLL 0.0 Rep Stress lncr NO. WB 0.51 HonNTL) 0.01 6 wa wa BCDL 7.0 Coda UBC97/ANS195 (Mabbt) Weight 73 It, LUMBER BRACING TOPCHORD 2. a DF No2 G TOP CHORD Sheathed or 60.0 oc pudlns. BOTCHO_RD 1-1R x S-112 DF No 2G BOT CHORD Rigid ceiling duedly applied or 10-M oc Madng. WEBS 2%e DFSWG REACTIONS (IW5120) 1e237SMechanical, 6=2330nkaM6nlal Max Har21=70(LC a) Max UpIRtl=-89(LC 4), 6=-108(LC a) FORCES (I5)- Maximum CompressloNMaxlmum Tonsbn TOPCHORD 1-2=3628I127,2J=25N5,3-x M BOT CHORD 1-7-158T3393, 87-15813393, 5-&OIO " WEBS 2-7-8M530, 2�171Y173. "=-B1113 NOTES 1) 2-pry Mass te W co avected Iogedeer wah 10d (0.148Y3) malls as folbvc Tap chords connected as follwvs: 2 x a- l raw at G9-0 m Bottom chords connected as follows; 1-In x 6ln - 2 rows M 09-0oc. Webs comatcled as follows: 2 at a -1 row at 0.9-0 oc. 2) All bads are considered equally applied te all plies, except s noted as horlt (F) or back (B) face In M LOAD CASE(S) section. Ply M ply connections have been prwlded to distribute only bads road as IF or (B), unless 00rewdse Indicated. 3) This buss has been designed fa dear wind bads generated by 75 mph winds at 20 0 above greuho Iwel, using 9,3 Pot by chord dead lad and 5.0 psi bottom chord dead bad, I ml h0m hurdaro mainland, on an occupancy category I, aho111dn I enclosed bulding, of dimensions 120 R by W it with exposure C ASCE 7-93 per UBC971ANS195 It end veriala or canbbvere 8XIA they are exposed to wind. If patent won. they are exposed to who. Lumber DOL=1.33 plate grip COL=1.33 Plate metal DOL=1.33 e) This buss has been designed for a 10.0 Pal boltem chord INB bad ncnCMNNneM wide any carbon Idea bads. 5)A plate m greduction of 20% has been eMatud for Me Poison timber member. 6) Refer M gircer(s) for truss to truss connections. 7) Plovde mechanical connection (by osmre) of buss te bequing pate capable of withstanding 8911, uplift at pint 1 and 108 b uple l atfolnt 6. LOAD CASE(S) Standard 1)Regubr Lumber Increase=125, Plants Increase=1.25 - Uniform Loads (pllf) Verb I-Ze40, 2-3=28, 3-4=-60, 1-16=-589(F=-575) Sob nos ruse Type Gry Pry Besnayahe Resamce 52294 GO, COMMON, 1 I Page 20 STOCK. ON T USS. STOU(I ON. GA. 1 K ft Jab Reference o tonal 6. s Mar B M4Tes Indus:nes_ Inc Man an 14 14.0002 Page I -1-0.0 6572 12-1-02 1-10-0 1-0-0 SS72 SA-0 -00-4 Sxa- Sol. =1:25. Cam:w =ilia a 2.411 5 4.N 12 IN \\ 3 1 W4 d W 2 3.4 0 3x4 = e ]>4 v - 7.3.2 14 00 _ 732• - 6-8-14 LOAOING(pst) TOLL 16.0 SPACING 2-0-0, Plante Increase 1.25 CSI ;1 TO DEFL In (bc) uoell Vd PLATES GRIP TCDL 14,0 Lumber Increase 1S5 0.35 BC O.JB Vert(ILL) 0,10 Ved(TL) -0.12 2-7 >999 360 2-1 >999 240 MT20 220I195 BCLL 0.0 B OL 7.0 Rap Specs font VES WB 0.29 Horx(TL) D01 8 Na Na Cado UBC97/ANSI95' (MatrC) Welghc 62lp LUMBER BRACING 2 x 4 F No.2 G TOPCHORD BOTCHORD BOTCHORD 2x4OFG Sheamevor S11-6ocpurllns, exce BOTCHORD WEBS 2x4 DFSWG Rigid calling directly applied or 10.1XImbecinga5. REACTIONS (IWs1te) 2=579103q B=504/Mech hkU Max Hour Y-191(LC 4) Max Upttft-216(LC 5), 6=184(LO 4) FORCES (to) - Maximum CompressloNMaxlmum Tension . TOP CHORD 1-2=0/18, 2-3=9971347, }-85W78, 4-5 3W87, 5-6=-31/50 BOTCHORD 2-7-384/890,6-7=112208 - WEBS 3-7=3651137, 4.7=-321218, 4E=-SIWI74 NOTES 1) Unbalanced roof INe loads line been mnsberE for Uds design. 2) This truss has been doslgned 101 but wild bads generated by 75 mph,,rinds at 20 U ebwe ground Iwitt Wing 9,3 PSI by chord dead load and 5.0 psi bottom chord dead bad, too m1 from hurricane oceanline, on an occupancy category I, condition I bWI01ng; extension, anebeee of 120 R by 60 U whb exposure C ASCE WN IlponchWexlsttheyareexposadtowlnd.Lu.WrML=1.n DOL-1.33PMbmebIDOL=1.33 7.93 per USC97/ANSI95 It ON veNcals or cantllwer exist Nay are exposed to PUWgdp 3) Thls truss has peen designed Iw a 10.0 Psi p m c M INe bad W meurrent weh airy o0rr Yve bads. 4) A plant cis g roducllon 0 20% has been 2M*d lot UM green lumber member. 5) Rehr to glyder(s) for buss ld bust, mrmedbro, 6) Plova3e mechanical connection (by clhi of truss to bearing plate capable of w4hstanding 2161E apli t at joint 2 and 1841E uPlie at joint 6. LOAD CASE(S) Standard e�OFESS/p�, iQ0 A r A( Oft C �x'�p C7 / IS 9 39 Ex 3- '9p GV �� CA�1 Job Truss _ - -. inn ype� - city Ply Bamaynko Re deuce SZ29d HOt MONO CAL HIP, 1 , Page 21 - STOCKTON TRUSS. 5 OCKTON, CA %215. STOCK ON TRU Jab Reference foptim.10 ...valulw1malminaulares,inc. Man Jan 141d:00:0320aB Paga 1 .1-0-0 -65.5_ 12-5-0 1 di-01 14-0-0 1-0-0 655 5-11-11 0.6-11 1-05 e.90 Sale=1:25. qa ll 5 ..W 1] Jx4 G 3 d 1 ' YY! 2 e 7 5 Jed = lxe II a. 655 12.5-0 I4-0-0 '655 5-11.11 Pate Onsets (XYy 12:0.1-120.1-8 d:0-400.1-12 '. LOAOING(mO TCLL 16.0 u SPACING- 2-0-0 Pares Increase CSI TC 0.31 DEFL In (bc) UMn Ud PLATES GRIP TCDL lkl) .125 Lumberincreasa 1,25 _ EIC 0.33 Verl(LL) 008 Verl(TL) .0.09 2A >999 Wo 2.8 >90 2d0 MT20 220/195 BCLL 0.0 Rap Stress Icier YES WB 0.52 Horz(TL) 0.02 6 we Na BCDL 7.0 Coda UBC9]/ANSI95 (Mebh) Wag,6] b LUMBER BRACING 2 x d F No.2 G TOP CHORD SheaNedor5-11-0oc WNm, eseptene vericaE. BOTTOP CHORD RD 2xd OF FNe2G BOTCHORD Rigid calling directly applied or 9-9-9 cc bracing. WEBS WEBS 2xd OF 561G REACTIONS (1b/slze) 6=504Mecharlul, 2--579/0.3.8 Max Harz 2=212(LC e) Max Upli1t6=-207(LC d), 2-216(LC 5) FORCES (lb) -Maximum CampressloNMaxlmum Tenab9 TOPCHORD 1-2=0/18, L3=10151160; 34.253/126, 415v 3%60, 5-6=31R2 BOTCHORD 2-8=0059W,7�405907,647-115/185 WEBS 18=1(19R35,3-7=756402.47-2(31378, F6=603R05 NOTES 1)Unbalanced rWI live 103W have been conaklered far 0 We Oeglgn.., - 2) This truss MS been designed for tie wive bads generated by 75 mph vdnds 920 R above ground ImaL using 9 3lost by chore Dead load and 5.o pe bottom chord dead bad. I all Irom huh,cam oceanllm, on an occupancy category 1, conmdbn I encbsea bulbeg, of dimensions, 120 R by 60 ftwM exposure C AWE 7-93 per UBC971ANS195 It end vedkals 0r canlllevem exxi, they are exposed to wind. 11 porches exist, tMY are exposed id wdM. Lumbsr DOL+1.33 plain gdp WL�1.J3 Ptete metal DOL+1.3T 3) Provide adequate drainage W prevent water paMing. -" d) This truss has been designed for a 10.0 PSI bottom choral live load rbrxxncunent wM any other eve deda- 5) A pate rating reduction of 20%has men applied M the green lumber MemWm 5) Refer to glydef(S) br bus9 to m6Y coons,, . 7) Provide mechanical conflaction (by others) of bursa to beafbg Plata capable of rMstandng 207 th uplet st )olnt 6 and 216lb uplift at)oIn12. LOAD CASE(5) Standard Qy�OFESS/pv A n r�L ( �pioEa C 9 ]m0 - Ex .3 J 9l CIV FUF CA0 I i Page 22 5,5005Msr 82007MiTdc Indu5nee,ine. Man Jan -1-0-0- 140.10 -0-0-0 1-10-10 354 Suie=1e 1.10.10 LOADING(pef) SPACING 2-0-0 CSI DEFL In (bc) VOe3 UO PLATES GRIP TOLL 16.0 Pbbslr¢lease 1.25'_. `% TC0.0] _. Ved(LL) -0.00 2 >999 ]figs Mtt0 220I195 TCDL 14.0 Lumber manage 1.25 BC 0.04 Verl(TL) -0.00 6 >999 240 BOLL 0'0 Rep Stress lncr YES. M O.00 Horz(R) 000 5 Na No BCDL 7.0 Cade UBC971ANS195 [ �.� (Marra) Welght 7lb LUMBER BRACING TOPCHORD 2x4DFN0.2G TOP CHORD Sheathedorl-0D1Oocpunlw,exceptendYemcals- BOTCHORD2x4DFNa.2G - BOTCHORD Rigid calling directly applied or 10-0-0oc bracing. WEBS 2x4DFSbG REACTIONS(IWslze) 2--14)N}8,5=43/Mecluanbal- Max Harz 2--44(LC 4) Max Upld1Y=b4(LC 5), 5-18(LC 4) Max Gravy-147(LC 1). 5=50(LC 2) FORCES (lb)-M axlmum CompmssloNMaxlmum Tenslon TOP CHORD 1.2=0118, 2-3=22R, �= =, 346m W4 BOT CHORD 2.6-518, 51—OM NOTES 1) This buss has been deslgned for the wbtl bads genelabd by ]8 mph winds at 20 It above ground level, wing 9.3 Psi bop chord dead load and 5.0 pat bottom chord dead bad. 100 mil from hunrlore oceanline, an an occupancy ealegory L canation I enclosed building, of dlmenslons 120 R by 60 Rwith exposure C AWE 7-93 per UBC971ANSI95 if rings verticals or Carmi0vers exist they are exposed ta .no I/ porchn ex Lq Nay aro expwad b wirtl. Lumber DOL• 1.33 pbb gnP O(3L=1.]] Plob metal DOL=1.33 2) This buss has been designed for a 10.0 pal bottom clot! Ilve bad nerconwmeMwM am/ other INe bads, 3) A plate rating reduction of rags%has been applied for Oe preen Nmbar members. 4)Refer to girder(s) for buss to buss cormegbre., -' 5) Provids mecfenbal aonnectbn (by othero) of truss to bearing-pbla iapzble of vddlslartling 641s uplift at pint 2 and 181E uplift at faun 5. LOAD CASES) Standard Jab cuss Was Type Ply aenayake Residence S2294 TOIGR MONO TRUSS 2 PAGE G3 JOIN Reference tonal STOCKTO TRUSS, STOBKTON. CA. 9N215.SOCRTO R SS - 6,500 s Mar B 200 MI rk rnau91ne5. Inc, Mon Jan 14 to A4'.412016 Page I -1-5-0 7.2-7 12.9.1 19.8-1 25-0-1 1.5-0 7.2-7 56.10 6-11.D 5A-0 Sox = 1:43 Calder=7116 ga Fu 0 e re tw II B a ere. 4MM o e e • 1•/s 9 a.n 45 e2 20 9 012 = bd 17 18 11 4r5 = 3>m II 5m = e axe = J>4= H 13 12 D 1.4 II 34 II Ora= 10-30 19.8-1 10-3-0 9-5.1 I Plate Offsets X 3:0.b60-2-0 3:62-120-0-0 5:0-56030 15:02663-0 LOADING(,,) TCLL 160 SPACING 260 Pbtealmreace 135 CSI TC 0.93 DEFL In (lac) gdOl Ud PLATES GRIP TCDL 14.0 Lumber [.,case 1.25 BC 0.86 VeQLL) 0.36 St] >632 360 Ven(TL) -0.70 St7 >330 240 MT2D 174/154 BCLL do Rep Straw Inc, NO .WB 0.65 Hara(TL) 0.20 12 Na Na BCOL 7.0 Code USC97/ANS195 (Maul) WetgM 26t Ib LUMBER - BRACING TOPCHORD 2x 1. OF1.5X5No TOPCHORD Shoaled or BOO PP Punir, except end verbal. RiG'IL&ML Tx 4OFNRIGI-EKwprL20E SOT CHORD Rigid calling dlMNy appbd or 10-00 oc hacln. 9 BOT CHORD 2x 4DF N7.1/4 B2 1-12 x L 1l4 OF 55 G, B3 1-12 x S12 OF No.2 G Jqa). 17 OF SSG JOINTS 1Brace at WEBS 2x4 DF SItlG REACTIONS(Usluce) 10=81B138,12>3381/MoCha l!2=1447NJ-15 Max Hora Y-236(LC 5) Max UPMI10=31(LC 3). 12-443(LC 3), 2Y369(LC 3) FORCES (0)- Maximum Compresslom Maxlmuro Tension TOPCHORD 1.2=On3, 2-3e-3255, �97d12, 45=58MM.56+-774Y12]4, 6-7-W68Mi3, 7A 1421R41, &9=1312 4,9 10-57/11, 12-19=310Y M.9-1�-31p5 N BOTCHORD Y16=ND, 517-1D51/7611, 16.17=-105126lt 1516-590/5226, 13-14-0, 124}36277, 11-12=0/0 INESS7d5--416l/608,4-16>-61211;7-1B=-3BOR655;6.1]=-303I1469, 6�16­2573/506, 1315-16(111059,9-15=126K309,12-15-32YI83,9-1543341Jt9B NOTES 1) 2-PIY buts te W connected ro9eber wM 10d (0.14Bk3')nalb u fdbwo: Topchordsconmctea Bstonmvs:1.5X5.5-2rowerMP"M.2x4-1rowat O-9.0 c. B tom chord9 mnmaW as f 9.9: 2 x 4= 1 row at G9-0oc, f-12 X 7-1/4 - 2 rower st O.M Oc, 1-12 x S12 - 2 nbvs at 09-0 M WeWconmx dasfolbws:2x4-tmwat6Mm. 2) All bads are considered equally applied b al plea, excerpt 1 noted as (rant (F) or back (B) face In no LOAD CASE(S) section Ply lo ply connections have been Provided ON Ebtn Wb only bads noted as (F) or (B). unless onames, Indkabd. 3) This buss has been designed for VIe wind bads generated by,75 mph winds at 20 R it ground Iwo{ using 9.3 psf by chord dead load and 5.0 psf bottom chord ad load, 1OD ml hem hlen em OceaNlro, on an Omuparep category 1, mndelon I enclosed bulks , of dlmenabns 120 h by SO D wish expe9ure C per USC97/ANSI950 end veM®Is oramb mnia, may am expwsd Of v,ma. If pOrUrea axkL lheY are exposedtewlrtl. Lumber Plabgnp DOL•1.33PIabmebl DOL-L33 - DOL=1.33 4) ThisWss bag bean deslgmd fora 10.0 Paf bObNe Chord INe load mnCOMurmM with arry War Wa beds. 5) A pleb ratllg reduction of 20'Y Ipa been applb0 for the green lumber mambera 6) Refer lo glweg9) br bu95 te btav mmo m, 7)Pmvbemechanicalmnmction(byomen)of W9abbosMgPlat MMUOofwM Ming31bup[natfOhd10,4430upIMas)olM12and3Mlbupn02s pint 2. a) Beveled plate or shim requVpd toprwlde hal coming 9uRaee vrlp11nfax chord M )olmil 10, 2. 9) Load easels) 1 nas bave bean modified' Building designer most mvWv ki to vedy not may are Correct Or tip Intended use of No Waa. 10)Hangegs) or other mnnsclbn devke(f) sltal be Pr Wsufficient m m, PPon mMprbated bad(s)482 b down at 12-7.5 on botom chow. The deslgh/selattbn of such Connection d"s) Is no nesponsltllby, Of More. LOAOCASE(S)Sbndaw Except OFESS e� 1)Regular. Lumbar Increase- 1.25, Plate lncreaw 1.25 Uniform Loads (pR) q Vert 1.20-60, 2-3=-14(F=60). 10ER r0 910=60 Concentrated Loid9(b) Vert 16=4482F) Tmpeaabal 1-02d9(pit) V• [y Von. 3=7(F=3, B=3}lo-18a-65(F-25, B>-25), 5-69(F=-28, B=-26}to-,16=-32](F=-ISS &--156), 14=299(F=-142, 8=-142}b11-364I F= B=-RS) 76, 37 Ex J T9T Qv �OF CA�� Jm TNasThese Type Dry Pty Besneyake Reddenca 52294 T02 JACK S , Page 24 Jm Re(erenco Donal C ON TRUES,5 1 UCKTON, CA. 95215. STOCKTCN, D a Mar 82m7 MI W Indudnes, Inc Mon Jan 14 14:0004 Popo 1 -1-0-0 3.10-10 140-0 3.10-10 b=19 1.4 I 3 4 W 12 92 71 a�4 2 e 6 et ?4- L4 II 7 3-10-10 •_ _ 3-10-10 Plate Olfses %Y: 14.0-00000 LOADING(paf) SPACING 200 CSI DEFL In (be) goad Lrd PLATES GRIP TCLL 16.0 Pbsa Increase '1.25 TC' 0.19 Ve0(LL) 0,02 7 =999 360 MT20 2MI95 TCOL 14.0 Lummr lncreme 1.25 BC 0.05 Ven(TL) -0.02 7 -999 240 BCLL 0.0 Rep Stress leer YES WB ,0.02 Hor2(TL) 0,01 6 Na Na BCDL 7.0 Code USC97/ANSl95 (Matrb) Weghtl 13 to LUMBER BRACING TOPCHORD 2x4DFNo2G TOPCHORD Sheathell of 310-10 oc purls. BOTCHORD 2 x4 DFNO 2G SOT CHORD R19M tailing directly applied or f0-00 oc tracing. WEBS 2x 4OF Slid REAcnONS (Iblal2o) 5=1140dechaMt 1,2=21ZOI.9,6=7/MechaMWl Max Holz 2=52(LC 4)- - Mdx UpIX6=-J9(LC Q, 2=-80(LC 4�B�(LC 3) Max Gmv5=114(LC 1), 2=212(LC 1).6=18(LC 2) FORCES (to)- Madman CompresstoNMaxlmum Tension TOP CHORD 1.2=0/18, 2-3z43/3, 3 —31V4, 415>27/52 . BOTCHORD 2-0=0A, 4frON WEBS 37=20143 , NOTES 1) Thls [rugs has been deelpned tar tie wNd bade gemretm by 75 mph wbds at 20 R atbve Broom twat, using 9.3 psf by choM mad load and 5.0 psf bottom chord dead bad, 100 mil hem hwr"n, wmntine, on an occupmey category I, WnWmn I enclosed building, of denerebm 120 8 by 60 Rwtih expasum C AWE 7.93 Par UBC97/ANSI95 If ern verlkals or tamilwen exist may are exposed to Wed. Ifporchesexistftyareerposedbwlm. LummrDOLe1.33pbbgdPDOL-1.33PIaWmeMIDOL-1.33 2)TNsbuss Insbeenmslgmdfora10.0pebwbmmorel INe IWdm=o Mntwldtairymlw Webads. 3) A plate rating reduction of 20%has been applied for 0e green lumber meafts.' 4) Refer b glrmr(s) for these us tugs mMOtmm 5) Provide mechanical connerNon(by ogres) of buss b Waring plate Wisest, w v Mnding 391b upin at Joint 5, 80 to uplift at joint 2 and 8 to upit at JOIN 6, LOAD CASE(S) Standard QpOFESS/p4 A TpG! rptipEp c - L1 'n D m 37 Ex 3 l x 9T GV Fop GAl1 JaD Ms Net ype Cry Ply Besnayake Residence 52294 T02GR MONO TRUSS 2 PAGE Z� 2 3etrReference tlmel 0. ST0CKT0N TRUS5.50C%T0N.02f ,ST NTRUSS 6.SOOSMar BZ(p N4Tdt andusmes. Ine Mm An to 14'4441 Page -1-5-0 7-2.7 12-9-1 19-8.1 1-5-0 7.2.7 5-6-10 6-11.0 Sale =134. 2 83 F1-2 4x4= 9 ' 44c exe = q1b 7 4x4 ; a ws 2x4 II d j5 2 2 3 ale 1] IB 1 B] e E d _ 4e5= ball la 14 13 1211 lx4 II be II b8= 10-3-0- 19-8.1 _ 010 9-5.1 Plate Offsets %.Y): 13:0-S3.D.cLcit its o. 803-0 L0ADING(or) SPACING. 2-0.0 CSI DEFL in (bc) VdeB Ud PLATES GRIP TCLL 16.0 Pbloslncrinum 1.25 TO 0.82 Vorl(LL) 0.36 5-17 >634 MO MT20 174/154 TCOL 140 Lumbm Increase 1.25 BC 0.74 Vod(TL) -0.60 5-17 -382 240 BOLL 0.0 Rep Stns41mr. NO WS 0.49 HOR(TL) 0.20 12 Na We BCOL 7.0 Code UBC971AN5195 (Matra) WeIgN, 2421b LUMBER BRACING T0PCH0RO 2 x 4 OF No.2 G'Excepr TOPCHORD Sheathed or 6-0-0oc purllns, except and"Mab, T11.5%5.5 RIGIDLAM LVL 2.0E BOT CHORD Rigid teeing directly applied of 10-0-0oo bating. B0TCH0RD 2 x 4 DF No.2 G'Excepr B3 1-12 x 7-1/4 OF Nm2 G, B2 1-12 x 771/4 OF SS G WEBS 2x4DFSidG REACTIONS (IWslze) 12=2641ddechanlol; 2y1285/0 :15 Max Hors 2--215(LC 5) Max UpIM12-371(LC 3), 2=-367(LC 3) FORCES (Ib)- Maximum CompressloWsalmum Torsion TOP CHORD 1-2=023, 2.3=2235, 3dF.723291, 4.5=5p8(J0.7, 5.6=6598/1274; &7=d536230, 7b+-1698/100, &12---2t60290, 8-9=1681/102, 41�22 BOT CHORD 318=0/0, tY14=d0, 12-13=251197, 11-12=OAI, 517=-1081/8487, 16-17=f06f/848], ti16=i25M266 WEBS 7-15--28915M.4.18=-01/192.7-1W- N1918, 6-17=312/11 , 6.18=2435152Z l; 15-112,795, &l5 174295.9.15=3172402, 12-f5-184/145 NOTES 1) 2-PM Buss b M wnmm Wgomer wM tOd (0.148N3.7 nalb as i lbws Topcf Fro connectedasbaows'1.5%6.6'2cowsstO."M.2x4.1cowot O--0m. B MmclnrdsCnmaWasfnaows:2x4=irowat D-9-0m,I.Ink7.1M-2roveat P9 oc Webs wnrected tra folio n: 2It 4 -1 roe in 09-0ox. 2) AN bads ais considered equally applied as all plies, except 0 noted as light(F) or back (B) face In tta LOAD CASE(5) warm. Ply to ply connections have been pmvlded b aisblarb omy bads noted as (F) or (B), undeas olleaiwlsa Indicated. 3) Unto Is need roof INe loads have been Considered for tlib design. 4) This truss lee boon designed far ttm wind bads generated by 75 mph winds n M R oban a gmunf Ievat using 9,3 Pat top chord Wad load and 5.0 pal bonom chord dead bad, 100 mI from hunkano Owamine. on an accup incy category I, rond8bn I anclosed Eutding• of dlmensbne 1201 by W R wllh exposure C AWE 7-93 per UBC97/ANSI95 0 ends varaple or conabvera "Im, It" are a rpoae0 to wkid. If porches exbL they are exposed b Mail. Lumber OOL=1.33 plate grip DOL=1.33 Rate metal DOL=1.33 5) This boas has been designed for a 10.0 pin bottom chord Dve lead neriCCncumenl wed any ohm eve bade. 6) A pale Isbng reduction of 20% has been applied for the green lumber members. • 7) Refer to gardenia) for truss to buas warescarb.' 8) Provide mechanical connection (by others) of Militia to bell Pieta capeMe of w8libmxllrg 371 It, upVt at John 12 ands 367 b uplift at joint 2. 9) Beveled pule or shim Sequined b prwlde full bearing surbee wed buv Isom at )able) 2. 10) Load weals) 1 haa/hwe been warned. guiding designer must rwbly bads to vonfy mat thin, are correct for rue Intended use of this truss. LOAD CASE(S) Standard Except 1) Regular, Lumber Increase=1,25, Pub Increaser 1.25 Unaorm Loads (pit) pFESS Vert q( Trapezoidal Loads (pill) /L r apER VVe23 7(F=3, B=3}t 18=65(F-25; 6-25),14-296(F=141. 8=141}to-l1 364(F-175, 8=175). 5=-69(F=28.8=28}b 15=31Sip- 150 J S C7 4 [ 0 y M _ � Ex .3 T9N GV FOF CAl> r ss iype Ply Basneyeka esdence JACK 6 Page 26 I-" 5-10-10 5 as II Sale- 6 Cam%r= LOADING(Ps0 SPACING %: CSI DEFL In (b<) Vdetl Ud PLATES GRIP TCLL 16.0 Pbtes lncrpse Y25 TC O36 Ven(LL) 009 9 >].6 360 MT20 2MI95 TCDL 140_ Lumberinuease 1.25 SC 0.35 Ver1(TL) 4,12 9 >5]9 200 BCLL 0.0 Rep Strew IT YES WB 0,03 HOrz(Tl) 00a ] Na Na BCDL 7.0 Code UBC97/AN3195, - (MeVk) Weigk 201E LUMBERTOP BRACING BOTCHORD 2x0DFNo.2G TOP CHORD Sheamedor S1D10ocpudne, except end veNcals. WEBB R02xa DFNo.2G BOTCHORD Rigid call) le g WEBS 2x aDF SdG � 19 n9 cIM °Pilled or 10-0-0«brocin. REACTIONS (INsI¢e) A285N-M,7=19WMechanleal - Max Hoa Y-9a(LC a) Max UPI—109(LC5),7=B3(LCe) FORCES (IC)-Madmum ComprossloNLfaxlmam Tension TOPCHORD ,-2=0113,2-3=]B/15, 3J�C1119,a-5z191/68, 66=-3N, 5-S=.9)R9 SOTCNORD 2-9=0N,4-S=-83/150,74=0A WEBS }9-2]162 NOTES 1) True truss Me been designed for the wind bads generated! by 75 mph will 2120 R above ground lunet using 9.311 by chard dead load and 5.0 pal bobem coons dead bad. UK ml from hunicare Meantie. on an occupency Magary I, conditlon I enclosed bWding, of dimensions 120 R by 60 Rw0 exposure C ASCE ]-93 per UBC9]/ANS19511 end verticals or caMlovar° eaexist, wind. Ifporchex M.dnyaroexpo dnsMW. Lumbar OOL=1.33PbbgdPOOL=1.MPbbmeMi OOL=,.3] they are exlased to 2)Thls nuns has been designed for a 100 pal b00om chard INe lead ha concumant with any other We bads. 3) A plate men, reduction of 20%Ms been applied for the green blmber membere. a)Refer to glrlr(s) or truss ns mass Wraecl M. 5) Provde m°cMnbl connection (by o0nre) of trap to feasting ptans opawe of w1015Mndhp 109In UPM at Joins 2 and M It, upin at Joint ]. LOAD CASE(S) Standard SM94 IT04 I IMONO TRUSS 16 , I Page 27 a 1-0-0 580 2-d-00 pa If sole a I:1' 7 Ca.Ser=11f 7-10-10 LOADING(psf) SPACING CSI DEFL In (hoc) seen L/0 PLATES GRIP TOLL 160 Pplas lncreace 1.25 TO 0.95 Ved(LL) 1.11 d >111 11 MT20 22WI95 TCDL 1d.0 Lumber Increase 1.25 BC 0.fi2 VeB(sL) -03a a >JBB 2a0 BCLL 0.0 Rep Stress lmr_ YES WB 0.f0 Hom(TL) Dc B Na Na BCDL 7.0 Cede UBC97/ANS195 (Me") Weight: 301b LUMBER BRACING TOPCHORD 2a4DFN0.2G TOP CHORD Sheathed or 60-0 oc purllns. BOTCHOR02xd DF No.2G BOT CHORD Rlgld toting direcDy applied or l0- 0ac patio WEBS tad OF SldG g REACTIONS (Itusbe) 2--3571D,38, 8=272/8lochonital Map Hort 2n91(LC d) Max Uplm2=123(LC a), B=-109(LC e) r FORCES (lb)-M admum Compress1on08axMum Talnbn �- TOPCHORD 1-2=WI8.2-3=-10010,3aa-55185,45+590/189.68 3214.6-7=-3/0 BOTCHORD 2-+1=0/0, d40=x1B556, 9-10=xte/s%,8-�0A( WEBS 311=-33R7,69=33/d, 610=110/14g, 59�-627298 NOTES 1) This Imss has Iwan assigned tar the wind bads generated by,75 mph winds at 20 R saws ground brief, using 9.3 lost top chord dead load and 5.0 psi bosom chord dead load, 100 ml here huntare occanane, n an paup�pB Category I, condition I enclosed building, Of denenelone 120 ft by 60 Rwith evpoaure C ASCE 7.93 Par UBC971ANS195 If am venicab or Cantilevers eals( Ihey are exposed lo Po bi Y posed Lowind. Lumber DOLo1.33pb%grip DOL=1.33Pbbme IDOL=1.33 2) This huge has been deslgned for a 10.0 psi Ibttom chord We load ronconeurrentwith nmy other We bads. 3) A plate rating reduction of 20%lots been applied Iw the green lumber nunhaso . _ a) Refer to girder(s) for truss to loth connect ord. 5) Provlde mechanical connection (by others) of truss m totaling plate MR We of withstanding 123 to upM at joint 2 and 10911, uplift at joint 8. LOAD CASE($) Stanched I52294 T05 IMONOTRUSB 6 I 1 JabReference (opaon411 Page 28 ST K70N TRUSS. STOCKTON. CA. 95215, 5TaCKTOP TRUES,, 6.SW S Mar 8 2007 MiT& Indu4lneS, Inc. Mon An 14 14:M.M M Page 1 1 DO 6&0 34.10 Iv411 Sae=V2( hMcr= Ila a 2-9-8 7-1-2 LOADING(psf) SPACING CSI DEFL In(bc) Well Ld PLATES GRIP TCLL 16.0 Plateslncrease 1.25 Tit 0.69 Ved(LL) 0.20 4..11 >585 360 MT20 220/195 TCOL 14.0 Lumberincrease- 1.25 BC 0.64 Ved(TL) -0.28 4-11 -451 240 SCLL 0.0 Rep Stem lrcr VFS '- WS 0.16 Hmz(TL) 0.09 9 Na Na BCDL 7.0 Cade UBC97/ANSI95 (Mash) Weight 471b LUMBER BRACING TOPCHORD 2xe DFNo2G TOPCHORD Sheathed orb oc purllns. BOTOHORD 2 a 4 OF No 2 G BOT CHORD Rigid calling directly applied or 11-00be bracing. WEBS 2a 4OF SW LBR SCAB 2-52a4DFNo.2oneshde REACTIONS (IWslze) 2--430N18,9=347/MecloNcel Max Horz2=110(LC4) Max UpIM12=146(LC 4). 9-139(I-C 4) FORCES(W) - Maxlmum CompressbNLlalmum Tonal TOPCHORD 1-2=0/18,2J=132N,3-4=-04I110,4f3=-]302G9,&13YdY222, 18•-8]1235, 674L11,7b-J/O BOTCHORD 2-12-Oro,4-11=-275596,Ia11=-275/698;9.10� WEBS 3-12=-3W3,7-10=-6N10,6-11n116251,&10=765✓303 NOTES 1) Attached &2-1 sob 2 W 5, hardfaces) 2 a 4 OF No.2 O wIW 1 "S) of 104 (0.148'),r) rats spaced S o.c except: slarGrg at 1-7-1 from end Idlest 2, mil 1 raMs) at 7 o.c. for 2-1-6; sWmrg a14.2-1 tr endat Joint2,nalllro (e)at7oc.br2-0 . 2) This buss has bean designed for the wind bads generated by 75 mph wb64 atMill above ground larval, using 9.3 psf Wp chord Mad load and 5.0 psf bohem chord dead bad, 1W m1 from hurrbans aceanllne, on an occupancy category I, condiMon I encbsed building. of dimensions 120 R by 60 h will aaposure C ASCE 7-93 per UBC97/ANSI95 If ea vankab or cantilevers exbL they are exposed 0 what If porches axis, Way are exposed to wind: Lumbor DOL=1.33 plate grip DOL- 1.33 Plate metal DOL=1.B7 3) This buss has boon designed far a 10.0 pM botlom c1Wn1 INe bad rorcorcurred will, any other We Weds. 4) A plate rating reduchon 020%has been appil for the Been lumber members. 5) Refer be glyder(s) for truss to Buse cevleclbruF 6) Pravda mechanical connection (by others) of truss W Waring plate apace of wMsteaing 146 b uPIA a1 joint 2 and 139 lb uplift at John 9. LOAD CASE(S) SWaard ' k Job Truss ThisS Type Oly Ply Basnayaba Rcs0ence 52299 T05A MONO TRUSS , , Page 29 Job Refammce tonal STOCKTON iflUSS, TON. CA. 9521 ON TRUSS 6.500s MerS MITeA lndustnes. Inc, Man Jan la 14'W0 MW Paget 5-6-0 B-10-10 55-6-0 34-10 1x4II Sol. =1:M • C..., Ire 7 e ,w12 Sias 6 Wa a 1 cast vn 1.411 34 3 • 82 1 .xe L 10 a e Id 'Ydlljl Bit U 10 II Li 3w4 v 3.41 s0 3m II 1:}8 &10-fo h&B 7.1-2 Plate DNaat9 % 1:0.2-12 b2-11 4:0-0-00.2.0 ' SPACWG 2:4 CSI FL In (bc) Uwa VO PLATES GRIPLOADING(pSI) 60 ...Inc... 25TCLL P TIC 7 Sd(LL) 0 GSs9 a0 >5592<O MT20 2W1 TCDL 09 .6 1 .. BCLL 00 R - WB 0.14 orz(TL) 009 6 Na Na BCDL 7.0 Code UBC9]IAN5195 (Mabb) Weight 361b LUMBER BRACING TOPCHORD 2x4OFNo,2G TOPCHORD Sheathed or 6-0-0 oc purllns. BOTCHORD 2 x< OF No.2 G BOTCHORD RI91d callingdlrodly applied er,O0.0 oc bracing. WEBS 2xa DFSWG SLIDER Lea 2 x a OF SW G 1314 REACTIONS(IWslze) 1=326/b 11,8=320fkecllanbal Max HOM I=96(LC a) Max Uplial=96(LC 4). 8=132(LC 4) FORCES (lb) -Maximum CompresslorllMnIrmen Tension TOPCHORD 1.2=-192A, 2-YIIWD. Se=-691127; 45=-675221; 59=CL11. 6.7-3I1) BOTCHORD 1.11-M0 l0 2611629,&f0=-2611629,&BOA WEBS 3-11=.32159, 6-9= 10, &10=-12=53, 5.9--6 1B7 NOTES 1) This truss has been designed for me wind bads generated by 75 mph winds at 20 It above ground hew 1, wing 9 3 Pat top chord dead load and 5,0 psi bo0om chord dead bad, f 00 ml from hurricane oceanllne, on an occupancy category I, sand Lion 1 enclosed building, of dtnewbria 120 R by 60 ft wan uposum C ASCE 7.93 per UBC977ANS195 If end veribab or wMllovem exist, Vey are exposed W Wad , ItpNchnexM,theyarm"posedWwlnd. Lumber OOL=1.33pbWgrlp DOL=1.33PbWma IDOL=1.33 2)TNsbuss Wsbeen Wslgmdfora10.0psfbo man MINebadM=murmntwMartyever0vebads. 3) A plate MOM reduction of 20%Imes bean applied for Use, green lumber members. a) Refer to glydegs) for truss to buss connections, 5) Provide mechanical connection (by consist of truss W bearing plate capable of wthstaMWg W lb uplift atjolnl 1 ane 1321b uplift at joint 6. LOAD CASE(5) Standard Q�OfESS/p�, A25. `�afpA �. cy Y m . ' Ex 3 T9T GV FOF CAU Job rues - - hiss rye Ply Basnayake Residence S719d T06 MOW TRUSS 6 1 Page 30 JDrentnce (stational Si K]ONT ,STOC ON, CA. 1,STOC ON TRUSS6,5005 Mar 82GW MiTrM lnduslnes. Inc. Mon Jan ld 14'W062Wl Paget -1-0-0 6-0-0 8-6-0 11-10.10 1-0-0 6-0-0 2-6-0 34-10 Ixd 11 ' UxI, 123. bmkr = Will e T 3xd ; e d.D1 12 5 A W! WJ A 3 1.4 11 34 dxa G 2 11 t0 B t.. n 3.4 a 12 lad If dxs - 2-M 11-10-10 2&A 9-1-2 Plate Chaos MY) 12:0.2.6 Forst 4010.1.12 LOADING(ps0TR�p CING 2-0-0 - C5l DEFL N fact VdeO t]d PLATES GRIP TCLL 16.0d lncrWn 1.21 TO 0.89 Velt(LL) 0.39 d-11 x360 no Mm 2=10 TCOL 140m incrnae .1.25 Sc 0.89 VeA(TL) -0.50 d-11 >280 240 BOLL 0.0Steen lrcz YESVJB 0.21 Horz1TL) 0.15 9 Na NaBCDL 7.0 UBC97/AN5195 (Mats) Weight: 55 IU LUMBER BRACING TOPCHORD 2x4FNo.2G TOPCHORD Sheathed or 5G-0oc purlNx CHORD 2 z d 0OF G BOT CHORD Rigid calling directly applied or 10.00 oc bracing INE- . WUBS 2OF SW SC OF LBRAB 232xd DF No.2 one ski REACTIONS (Ibhlze) 2=503A 8,9=4221MechahgcaI, Max Horz2=130(LC a) Max UPI,112=168(LC a), 9> 169(LC I) FORCES (lb)-Mnlmum CompmnloM mimum Tensbn TOP CHORD 1-2=0/16, 2-3=161A], 3-0=-113/156, <-13=-]SU198; 51Y-]11l109, 5L=d98R33, 0.7=-56/0, ]A--010 BOT CHORD 2-12=0/0, d-11=27WM. i0.11=-278/]02, 8 i1 -oi0 WEBS 3l--38/B4,7-10 15M.&11--1a8/317,6-10=-818/J3B NOTES t) Attached 6-2.1 scab 2 a 5, IroM t,ce(s) 2 a / OF No.2 G wMi 1 "s) of 10d (0.148�r) nalon spaced 7 D,c.amp: sating at 1-]4 Rom end at )DIM 2, red 1 rav(s) at 7 o,c. for 2.1F; samrg aid-2-t iro end at joint 2, nag l m,(s) at 7 o.e. for 2-0-0. 2) This mass has bean designed for the wind bads parental by 75 mph winds at 20 n above ground level, leap 9.3 pill lop chard dead two and 5.0 pill bottom them dead bad, 100 has from hurricane oceandire, on an occupancy category I, canEltlon I treated b Ill of dManbre 120 it by,60 Rwon exposure C AWE 7-93 par UBC971ANS195 It end venkab or omgevers exist, Noy am expo is who. If porches eel they are exposed to wind. Lumbar DOLe1.33 pone grip DOL-1.20 Pont, metal DOL=1.33 3) Thls buss has been designad fora 10.0 pet Ootaln U d INa Ind m=mun twM any Mher tive bads. a) A pate rating Mduulbr of 20%Ins been applied M that gmen lumber members. 5) Refer to glMm(s) for bun a bra connection. 6) Provide mechdnbl connection (by others) of bun to healing plat, capable of wghsartlNg 168 b upM at joint 2 and 169Is uplift at joint 9. LOAD CASE(S) So nand , Q;,oFessoy n roG � �Pl�oEa � at �Za Ca .3 - 9p CIV IS2294 ITo6A _ IMONO TRUSS 11 I 1 I Page 31 I 7{r0 - 10.10-11 7{r0 3-4-10 tea II Sae= Cambr= 1-9-0 . 9-1-2 LOADING(psp SPACING 2-0-0 CSI DEFL in (bc) "'S Ud PLATES GRIP TCLL 16'0 Plates Increase 1.25 TO 0.93 Ven(LL) 030 s40 >a31 360 MT20 22WI95 TCDL 1a.0 Lumber Increase' 125 9C 085 Ven(TL) -0.37 410 -356 240 BCLL 0.0 Rep Stress Inc, YES WS 0-W Hora(TL) 0.15 a Na we BCDL TO Cede UBC97/ANSI95 (MOM Weight, as lb LUMBER BRACING TOPCHORD 2 x a OF No.18BVG TOPCHORD Sheathed or 6-0-0ocpunins- BOT CHORD 2 x a OF Nol G < HOT CHORD Rlgld telling directly applied or 10-0-0 oc bating WEBS 2x 4OF SW SLIDER Left 2 x a OF SM G tali REACTIONS (Iblslie) 1=40010-3tI, 8-39UMerchaMal Max Hors 1=115(LC a) Max Upm1=-119(LC a), 8+-161(LC a) FORCES (to)- Maximum CompressloNMexlmum Tension TOPCHORD 1.2-23M.2-Y-111/03--.11&17a,45>-700 O.5-SN4;&7= BOTCHORD 1-11==,Fl0 263540;9-10-263/640,&9=OA WEBS 111=-MA5,&9s22/0,5-10�1<9,309;5-9>772/316 NOTES 1) Thb timse has been designed Im the wind bads generated b/ 75 mph winds at 20 R above gmund level, ming 9.3 psi by chord dead load and 5.0 psi bottom chord dead bad, 100 ml from hurricane meantime. on an occupancy category I, condition I encbsed building, of dtrnerskins 120 0 by 60 Swan oxpesure C AWE 753 par USC971ANS1951t end verticals or mhwevem exist, they are exposod to wired. It porchesubt, they are exposed b wind. Lumbar OOL• 1.33 p%a gdp DOL•1.33 Phb metal DOL=1.W 2) Thls hose has been designed for a 10.0 psi bomom chord We bad nenaneunentwM am/ enter We bads, 3) A pate sing neducWn of 20%has been applied for the Breen Wines, hembrA a) Rotor b girder(s) for truss to truss areadore. 5) Pm ee mechanical connection (by others) of trues to Waring pate spade of withstanding 119 It, upitl at pint 1 and 161 to uplift at prs 8. LOAD CASE(S) Standard Job Truss TYUM TYPO Dry Ply esnayaka Roddence 32294 T07 MONO TRUSS , , Page 32 Jail Reference o aortal STOCKTON BUSS, STOCKTON, CA.VailN R 6.SOO S Mer 62e MITdo lndusnes, Nc. Mon Jeri 14 14A0.07 M Page 1 -1-0-0 i .7.2-7 13.10-10 1-0-0 7-2-7 6-8-3 3X4 II Sole = 125 5 Carrier, = ilia i 3X4 i 3 1 w 2 a 7 5 2r5= fee II ]X5= 17.2.7 13-10-10 7.2-7 6-8-3 LOADING(ps0 SPACING '2-0-0' CSI DEFL In (We) Vdell Lrd PLATES GRIP TCLL 16.0 Ploteclncrease 136 TC 0.52 VeQLL) 0.11 2A >999 360 MT20 220/195 TCDL 14.0 Lumber Increase '1.25 SC 0.36 Ve0(TL) -0.13 2-6 >999 240 BCLL 0.0 Rep Stress Imr YES WB 0.68 Horz(TL) 0.02 7 Na Na . BCDL 7,0 Code UBC977AN3195 (Matrb) Wegh[SBb LUMBER BMCING TOPCHORD 2x 4 OF No G TOP CHORD Sheathed or 6JY0 oc pudbls, except end veNcals. BOT CHORD 2 x 4 DF No.2 G BOT CHORD Rigid "lling directly applied or 10-0-0 oc bating. WEBS 2x4DFSWG REACTIONS (Ithsize) 7=507/1.lechanlcal,2=56810.b8 ' Max Herz2.2M(LC 4) Max UplsU=211(LC 4), 2--212(LC 5) FORCES (lb)-Maxlmum CompresslcN mlmam Tenabn TOPCHORD 1.2.0118, 2.3-929 D, bd 104/67, 4-5 -M.47�-16L46 � BOT CHORD 241=372/82(1, 7-8=372A20, 6-7=010 - w6es 3.5=-129rzfiz.3-7=a41n3e NOTES 1) This truss has been desgrad for the wind load, penemted by 75 mph winds el ft abb4e 9rourp level using 9.3 pal top chord dead load and 5.0 poll bodam chord dead bad. IM mi from hurricane ecaa illne, on an ottusanry category I, condition I enclosed t e idea, of dMerelons 120 R by 60 Rwfth exposule C ASCE 7-93 per UBC977ANSI951f end verticals or "relevant "lsL they are exposed to AM, IlpomhesmlKL yareexposedMWl . Lumber DOL=1.33 plate grip COL=1.33 Plate metal DOL=1.33 2)TNstrotshasbeendesgmdfara10.0psibebomcMrd Ike IwdrDll murrenlwManyothar Mebade. 3)A plate rating leduc0on of 20% has been applied forthe green lumber members.' . 4)Rotor to 91yder(s) far buv to lnm wrmectbm.. - 5) Provide meckenlcal"n t ctb_n (by other,) of bus, to bwMg plate capable of wehsteMing 211 to t,li t at)olre 7 and 212 lb uplift at joint 2- LOAD CASE(S) Standard i l ??,OFESS/pr' A T .��f. pY9( R / e ran Ex .3 l - �9p Gil FOF CALF Job tuts fuss Type Oey Ply Sasneyaxe Resdence 52294 TOB MONO TRUSS 2 , Page 33 Jot, Reference penal STOCKTON RUS TOCKTON, G. 95215, STOCKTON RU55 - 6.500 s Mer B 0] MiTtlt Industnes, Inc. Mm Jon 14 14:00.OB 200B Ppge 1 1-0-0 7-3-2 - .. 14-0-0 15.10-10 .• . 1-0-0 7-32 6-8-14 1.10.10 s _ 2) y4 II �ne 4.D3 12 A4 3 M1 t � 2 11 or DO B 7 9 36= 1x411 36= 7-3.2 14-0-0 7-3-2 - 6-8-14 LOADING(psf) SPACING 2. CS' DEFL In (be) Udell Ud PLATES GRIP TCLL 16.0 Prates lncroass 1.25 TC 0.38 VereLL) 0.11 2-B =999 360 MT20 220I195 TCDL f4.0 Lumber lnlCrmea , 1.25 BC 0.36 Verl(rL) -0.13 2-B =999 240 BCLL 0.0 Rep Spec their YES WB 0.69 Hoa(TL) 0.02 ] Na Na BCDL 7.0 Cade UBC971ANSI95 (Maus) Welghc et lb LUMBER BRACING TOP CHORD 2a 4 DF No.2 G TOPCHORD Sheathed or 6-0-0 oc famine, except end venrals. BOT CHORD 2 x 4 DF No.2 G BOT CHORD Rigid coding exactly applied or 10-0-0 oc bracing. WEBS 2x 4 DFSmG - , REACTIONS (INs12e) 5=0ddochanlee1, ]-6 NecWmd:=I; 2.504/6}S Max Hai 2=258(LC 4) Max UpA6=20(LC 5), 7�251(LC 4), h-208(LC 5) Max Gnr5-9(LC 4), 7-634(LC 1).2=584(LC 1) FORCES (Ib)- Maximum CompressbNMaxlmum Tension TOPCHORD 1-2=0/1B,23-9071J,B,34=111152;&5=-U,2.47-.29WW BOT CHORD 2-8=3651790, ]-8-365,798, 6-]=010 WEBS 38=130267,37] 837/J40 vr, NOTES 1) This Wa has been designed for the wild bads gemrahU by 75 mph winds all 20 N atom ground ioxel using 9.3 PM by Chord dead bad and 5.0 psi bpbdm chore dead bad. 100 mi hem burtbane eceanone, on an occupancy category 1, cdndltion l enclowd build of dimensions 120 It by 60 0 with exposure C ASCE 7.93 per UW971ANS195 If and vo0bab of cantilevers exist Vey are exposed to wine. It perches exist They are expetadlewinl, Lumbar DOL=1.33 pbla gip DOL=1.33 Ptah metal DOL=1.dT 2) TNs bun has been hslgmd fora 10.0 plan bothem chord 1Ne Imd mnooybunestvdtb any other INe bads- 3) A plate rating reduction of 20%has peen applied far the Breen lumber members. - 4) Refer to glider(s) far truss to pm mmec0om. 5) Provbe mechanical connection (by others) of hiss To boating pude capatla or wMsgnding 20lb uplift at Joint 5.251 Its uplift at joint 7 and 20811, uplift at joint 2. LOAD CASE(S) Standard ` Q�OFESS/pv LOEA A Tp qC C7 Y �Tn ' D m Ex 3- J y1. T9p rN FOF C; Jos Truss Tru. Type ly Besnayeka aAdance Page 34 52294 T09 4: MONO TRUSS 1 1 Jab Relerence a tlOndl STOCKTON TR SS. STOCKON. CA. 9621 ,5 - 5005Mera 7MiTd lndusnes. Inc. Mon Jan 14 14'.eD002(19 Pagel 7.3.2. 14-M 17.8.3 r1-0-0 I _ I 1-0-0 7-3.2 6.8-14 3-8-3 5 3b b4 II 4 4ad 13 L4 4 3 h NQ 2 a e ]>3 = 1x4 II No — 7-3.2 14.0-0 7-3.2 68.14 LOAOING(psf) SPACING 24-0 CSC DEFL In (loc) gdo0 Ud PLATES GRIP TOLL 16.0 Plater Inc.... 1.25 TC 0.38 VM(LL) 0.11 2-8 .999 360 Juno 2=195 TCOL 1440 Lumber lrcrease 1.25 BC O.JB Velt(TL)_ .0.13 2.8 -999 240 BCLL a Rep Stress leer;YES WB 0.68 Hwz(TL) 0,02 7 Na N3 BCDL 7.0 Code UBC97/ANS195 . (me") WelgM 631b LUMBER BRACING TOPCHORD 2x4DFNA2G TOP CHORD Sheamed or G1-0 oc pudbs, except end vertlnb_ BOT CHORD 2 a 4 OF No 2 G - BOT CHORD Rigid calling directly applied or 10-00 ac brecing_ WEBS 2x4DFSWG REACTIONS (Idsize) 5 77/MacWrdml, 7,667IM=hank 1:2=5634S Max Herz2=275(LC 4) Max UplX -25(LC 5),74253(LC 4). 2=-201(LC 5) FORCES (lb) -Maximum Compro loN mimum Tensbn TOP CHORD 1-2=0/18, 2-3+-902/296, 3is129144; 46=�48/17, 47=J29/89 BOTCHORD 248 365993,74W65293,6.7-= ' WEBS XB8 131267, 3-7"=39 NOTES 1) Thistruss We been designed for "Wind bads W n tod by 75 mph whirls at 20 B above ground level, wing 9.3 pal top chord dead bad and 5.0 Pal bottom chord dead bad, 100 mI from hurricane oceanllne, on an occupancy category I, condition I enclosed building, of dimensions 120 It by 60 ftwdh exposure C ASCE 7-93 Per UBC97/ANSI951f encl vedicab or camiWers exlsL aey aro exposed to wind. If porches e,lid fty are exposed to And. Lumber DOL=1.33 pbb gRp DOL=1.33 PM* moMI DOL=1.33 2) Thb truss has been desgned fora log psf EoOarll cW W INe load rereaneurrontwlbl any onset We bads. 3) A plate rating roduc0on or 20%has bean applied for the green lumber members. 4) Refer b glyder(s) for truss to rem mrdlectbrm. - 5) Provide mechanical connection (by olhers) of buss b Waring plat cafalae of w181Manding 25 M uplift at joint 5, 2531b uplift at johd 7 and 201 Ite uplift at jdhe 2. LOAD CASE(S) Standard QpOFESS/e A Tp A! L�QER Ex . .3 yp 9l QV F�F CAI Jop Truss TType, Nss Ply Samapke Residence M JOIN Page 35 52294 T,0 ONO TRUSS. , , Job Reference penal STOCK70N TRUSS, STOCNTON, G. MZ10. SIOC ON IXIU55 6-500s Mar 8200 keTW Indualnes. Inc Mon an 14 14.000820011 Page 1 .1.0.0 7-3-2 14-0-0 IS-O-B I 1.0-0 ,7-3.2 6-8-14 1-0-8 5 `➢=127. 00 F12 3x4 G 3 S 1 N2 2 9 7 e Us = 1x4 11 3 11 73.2 14-" 7.3.2 6-8-14 LOADING(psI) SPACING 2-0 I CSI DEFL M (et) Udeft Lrd PLATES GRIP TCLL 160 Plates Increase 1.25 TIC 0.38 Ved(LL) 0.11 2-8 >999 36D MT20 220/195 TCDL 14,0 Lumber Increase 1.25 BC 0.36 Ved(TL) -0.13 2-8 -999 240 BCLL 0.0 Rep Stress Iry YES Wit 0.68 Horz(TL) 0.02 7 Na Na MOIL TO Code UBCB7/ANS195 i (Moore) Wegit, 60e LUMBER BRACING TOP CHORD 2 x 4 DF No.2 G TOP CHORD Sheathed or 6 cc pudlns, except end vemcals. BOT CHORD 2 x 4 OF No.2 G BOT CHORD Rigid ceiling dlrecW applied or 10-G0 oc lacing. WEBS 2x 4DFSMG REACTIONS (la/size) 5=781Mechankal, 7-662114echanlcal, 2=56710-3-6 Max Hors 2=250(LC 4) Max UPId15=-78(LC 1). 7=268(LC 4). 2=-211(LC 5) Max Grav 5=36(LC 4). 7=662(LC 1). 2.563(LC 1) FORCES (to)- Maximum CompresionlMaxlmum Tendon. TOPCHORD 1-2=0/18, 2-3=905528, 3-«10U62, 45' 7/11, 4-7-32MIU BOTCHORO 2-8=-3TOO96,7$-363T796;67=070 WEBS 3A=1=267,347 36/340 NOTES 1) TNo Vuss has been Maligned for 0e wind bads generated by 75 mph winds al 2011 above ground Iwe( using 9.3 psf by chord dead load and SO psi l»nom chore dead bad, IW ml earn Wirkana ocean lino, on an omuponcy category I, condtlon I enclosed building. of dMeralons I" 8 by 80 ftwM exposum CAME 7-93 per UBC971ANSI9511 and vericala er omYeveis "IA Uiey are exposed ta v ndl II porches exlsL meY era exposed 1p wlntl. Lumbar DOL=1.33 plat gdp DOL=1.33 PUb me IDOL-1.33 2) Thls euss has been dosgned far a 10.0 psi bodom eland INe load mo murmnl wM arry Mer 0o bads. 3) A plate rating reduction of M%Ims been applend ter Be green lumber mempers. 4) Refer to girder(s) for buss a m6Y co meclbre. 5) Provide meclankal connection (by amen) of buss W be4ring plate capable of wMsbreMg 7810 uplift at joint 5, 268 to uplift at Joint 7 and 211 If, upon at joint 2. LOAD CASES) Standard Q�OFESS/pin 9 p • T9T GV FOP CALF JOC Tmss - russ Type- - - -c CRY Ply 8asnayeke Refrence Page 36 52294 TIT MONO TRUSS , 1 , - Jab Reference aonel STOCKi N1 US STCCKTON. CA.7,215, 51 WKION I RUSS I 6.500s ar 82m7 MITdt Indu4nes, Inc. Mon Jon 1414.m.092m9 Page1 r -1-0-0 1 .7-3.2 74-0-0 15-0-8 1-0-0 ,7-3-2 ( 6A-14 1.0-8 3x411 6 S=127. 1,61 4 4.mjiF 34o aAd svt z a 7 6 3s c Iq a Us 732 1400 7-3-7 . 6A-14 LOADING(mr) SPACING 2-0-0 CSI DEFL In (be) Thai Ud PLATES GRIP TCLL 16.0 Pbfeel.nose. 125 TC 0,38 Ved(LL) 0.f1 241 >999 MIT MT20 22WI95 TCDL, 14.0 Lumber Increase 1.26 BC 0.38 Vxn(TL) -0.13 2-8 >999 240 BCLL 0.0 Rep Sexual Inv YES WB 0.BB HoWn) 0,02 7 Na Na BCDL 7.0 Coda UBC971ANS195 '(Metre) WeIgN, 60lb LUMBER BRACING TOP CHORD 2 a 4 DF No.2 G TOP CHORD Sheathed of 6o-0oc purllns, except end ver l9. GOT CHORD 2 a 4 DFNo G BOT CHORD Rigid telling dllectly applied or 10-0O oc bating. WEBS 2x4 DF SolG REACTIONS (ItVsW) 5 78/MechaNcol, IF-662/MechanbaL 2 563N 8 Max Harz T250(LC 4) Max Uplm - 7a(LC 1), 7-268(LC 4), 2--211(LC 5), Max GmS-36(LC 4), ]=662(LC 1j 2-563(LC 1) FORCES (lb)-Muimum CompronioN ulmwn Tembn TOPCHORD 1.2=0/18,2.3=905M28,3-4>104/62,4-5�7/11;47�2V104 BOTCHORD6]+OAi- WEBS 3-8=-130/167,Y7=8367340 NOTES 1) Thls Vum Me been designed for die wind bade general by 75 mph winds a120 ft above ground bvok telling 9.3 psf lop chord dead load and 5,0 psf bottom thole dead bad. tm ml from hurricane oceanllne, on an occupancy category I, cend en I enclosed bulldeog, ofdimensions 1201 by 60 ftwMexpoaum C ASCE 7-93 per USC97/ANSI95 If end venbab or cantilevers exist, they are exposed to wind. I1porche9ubLNoyamexposeeltowlnd. Lumbar DOL=1.33pbmgdp DOL=1.33PbbmMIDOL=1.M 2) ThIS truss hag been WSlgmd fora 1D0 psi OoOom chord INe Imd noncomumMwO am] other INe bade, 3) A pate retlr, reduction of 20%ms been applied for 11x4 green ember am store. - 4) Refer to glydal(s) far truss to ends conneCBons. 5) Provide mechanbaI conmcWn (by Where) of Buse to maMg plate ®Fable of vdNebndbg 78 It, uplift at joint 5, 2681E uplift at)olnt 7 and 211 ID uplift at Wad 2. LOAD CASE(S) Standard QpOFESS/pv A Tp q! LpER z m Dp Ex . .3 - y� 'yr c v FOF CA�� —'n" riy =y=.enaucns SM4 T12 MONO TRUSS 1-7 1 , Page 37 65-5 s tie n 1.4 II 36- &SS). I 12-9-14 12-1410 6S5 6-4-9 0-0.12 LOADING(ps1) SPACING 2-0-0 CS! DEFL In (be) Vdeft Ud PLATES GRIP TCLL 1so Pbtealdetion. 125 TC 0.55 Ved(LL) 006 1.8 =9W Wit MT20 2201f95 TCDL 14.0 Lumberlrcrease 125 BC 0.27 Ved(TL) 4)06 1-6 .999 240 BOLL 0.0 Rep Sbeas lrcT YES WS 0.53 Hora(TL) 0,01 7 We Na BCDL 7.0 Code UB0971ANS195 (Math) Weghc 56 lb LUMBER - BRACING TOP CHORD 2 x 4 DF No.2 G TOP CHORD Sheathed or 6" oc pudins, except end veNcab. BOT CHORD 2 x 4 DF Me 2G BOT CHORD Rod whing deectry applied or 140-0cc bracing. WEBS 2x4DFSWG SLIDER Left 2 x 4 DF Sell -G 3�4-1 REACTIONS (Iblsiae) 1-466a 8.7-47A/Mechanlcal.' Max Hdral=224(LC4) Max Upllttl-164(1-C 5), 7=-201(LC 4) FORCES (b)- Maximum ComprassbrVLlaxlmum Tension TOPCHORD 1-2=761152,2-3 71&2U.$+-10V6.43 7=-167147 BOTCHORD 1A=332681, 7-- 332681,&7=0/0 - WEBS 3-0 116228.}7= 51WI)5 NOTES 1) Thd buss has been designed for be wind bads generated by.75 mph winds at 20 It above ground level using 9.3 pal by chord Wad toad and 5.0 pal Eoltom engird dead bad, 100 rel from hunlcane meanline, on an occupancy category I, condben I enCbaed building; of dlmerdbna 120 it by 6011 with exposure C ASCE 7-93 par UBC971ANS195 If end vodkals or cam6evers exist, tiny are oxp15M b wim. Il porches cxkt, Ihay areexposed ee wlrld. Lumbet DOL=1.33 ptlb gdp OOL=1.33 Pbb metal DOL=1.33 2) Thb buss has been deslgosd for a 10.0 paI botmm Cimid We lead Wrmnwnentwith any tatter Ave bads. 3) A pate rating reduction of 20% has Seen applled for time preen lumber memha s. 4) Rate, to ghder(s) for buss to buss connections. 5) Prmbe mechanbal connection (by others) of W sa to I el plate capital of withstanding 164 It, uplift at Joint 1 and 204 It, uplift at Joint 7. LOAD CASE(S) Standard S2294 IT13 . IS PECIAL, - 11 1 glue n..e.............e,,,..n Page 38 L4 = 6-0-0 2-10-6 2 4 It sae= a 12 5 6.60 2-10-6 LOADING(pof) SPACING 2-0-0 CSI DEFL In (bc) 0den Lid PLATES GRIP TCLL 16.0 Pbtesincrease 1,25 .TC 0." Verl(LL) -0'01 9 -999 360 MT20 220/195 TCDL 14.0 Lumber Increase 125 ED 0.10 Vwl(TL) -002 6-9 �999 240 BOLL 0.0 Rep Stores lncr NO �WB 0.21 Hom(TL) 001 7 No No BCDL 7,0 Code UBC97/ANS195 (Matrb)a Weight 94b LUMBER -' BRACING TOPCHORD 2x4DFN0.2G TOPCHORD Sheaved or 6--0 be purllns, except and verticals. BOTCHORD 2 x 4 DF N0.2 G SOT CHORD Rigid calling directly applied or 10-00 w bracing. WEBS 2x 40F 51dG REACTIONS (IblaUe) 11=608IO3d, 7=4B2RAechanbal Max Horz l l=1 f 4(LC 4) Max UpIM11=132(LC 3), 7=-140(LC 4) FORCES (0)-Maximum Compresslon/Maslmum Tension TOPCHORD 1-11=-5]2/105,1.2:94Y211,2d=-7)1205, 34>-4323, 4-6=-3N, 47=-BB/t8 BOTCHORD l6ll=20/2, 2MMM,7- 224n59,6,7=0690 WEBS 1-9=209/1047,3-6=-7W149,37=-345 6.10=2352,2-9=426/58,411•-74MS,2d=173/53 NOTES 1) 2-pry bustle Ire connected together with 10d (0.1487x37 NIIs os follow!: Top chores connected as follows. 2 x 4 - 1 row at 0.9-O oc' Bottom chords committed as blows: 2 x 4 - 1 low at 0-9.0 oc Webs connected as fellows: 2 x 4 - 1 new at 0-9-0ee. 2) All bads are considered equally applied to all plies, except 6 noted as front (F) w back (S) taco In IN, LOAD CASES) section. Ply to ply conneedons have been prwleed to distribute only bads hpatl as or (6), unless olh irwom indlated 3) This W ss has been designed for me wine bads generated by 75 mph winds at 20 0 above ground Iwal wing 9,3 psf alp chord dead load and 5,0 psf bottom chord dead bad, 1 W ml from hurricane oceaNlne, an an oaupohdy category I, condition I enclosed bulbrg, of dimensbre 120 N by W 0 win exposure C ASCE7-93por UBC97/ANS1951tendw mMoronbb mexKMayamaxpmdWMb. IfporchesextAtheyareexlose0towlyd. Lumbw DOL=1.33 plate grip DOL=1.33 Plate metal DOL+1.33 4) Prwde adequate cirdbvge to prwent water pending.. 5) This buss has been designed for a 10.0 pad ba om dertl this load nmxx;ncurrant with an/ other Gee bads. 6) A plate rating reduction of X%Imo boon apptisd for the green lumber members. 7) Refer to glider(s) for truss to busts connections. 6) Prevde mechanical connection (by osiers) of trws W bearing plate impolite of wMabnebp 132 to upon at Jolm 11 aid 140 fo uplift at John 7. 9) Glider carries tb-In spor(s): 64-0Imm 0-0.O b 6 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Incraae 1.25 Uniform Loads (plf) Vert 1�- 133, 34=E0, "5 23, 10�11 -14, 69=-14 Job runs ThaiS Type Oty Pry Basnayexe Resiaence Page 39 57194 T14 SPECIAL , 2 Job Reference b tonal STO ON TRUSS. STOCK ON, CA. 9515;5TOCKTON 1 HUM6.500s Mar 0 MITdr Induanes. Inc. Mon Jan 1414:01110200s PageI 6-" 8-0-0 1189 14-11-6 S-0-0 2-0-0 3-6-9 3.4.13 5 Ib� 25 4W 12 k 4 2x4 II 3 4x4 = I ].4 = 2 i 4 Mn n N4 II - ' 3x4 = L4 = fiO-0i 8-0-0 14-11-6 16-0-0 2-0-0 6-11fi LOADING(pse SPACING 241-0 CST DEFL In (bc) Udell Vd PLATES GRIP TCLL 16.0 Plates Increase 1.25 TO 067 VBd(LL) .0.02 7.8 >90 WD MT20 220/195 TCDL 14.D Lumbar Increase 1.25 BC 0.13 VBd(TL) 4,03 7-8 "99 24D BOLL 0.0 Rep Stress lWr NO WB 002 Hon(TL) -0.00 5 Na Na SCOL ].0 Code UBC97/AN5195' (Maur) Welgnc 102111 LUMBER BRACING TOP CHORD 2 x 4 OF No.2 G TOP OHORO SheaNed or 60-0 oc puruns, except and veNcxls. BOT CHORD 2 x 4 OF No.2 G BOT CHORD Rigid ceiling directly applied or ll 4 oc trial 2x 4OF SbG , REACTIONS Ruslte) 8=432840, 5-791_A3-8, 8=2158 6. 7=4S79h0, 4=242/b_ 3-0 Max 0= Hart 182(1-C 4) Max Upldli 3), 5=-,8(LC 5), 6=-125(LC41),,I 5M(LC a),. FORCES (ID) -Maximum CampraseloN2-3 mil Tensbn TOPCHORD t-8=459Q(!.-2=-41/0,21-113R5,3<=-6a97,4x-40I18; 36=-178r48 RD ]-8=7X8.2,8-7-91143 VVEMBOTC -W0Q3, WEBS 1-]=]Ai8, 2-]=-38023,2Si49] NOTES 1I 2-ptywssb Dem a9 (0.t4"O. as fdbxa: Top lms:er 4-tW a4-4rowatat-0bb. McWc mnmdWb9bilm be dormdastoled as Ix4. 1:2x4=1rewcG&0 Webs ds as lolbwe 2 x 4 - 1 row et D9-0ae. Webs amcletl 2) All bads are consequally applied b as plies, except as (F) or lock (B) hex b the LOAD CASE(S) section. Pty a ply canal Dcan prwbotl todlshWile Dory bads noted as (F amise Indicated. 1 3) This truss has Deep designed wind bada gemalatl by 75 mph at R above ground using 9.3 psi rep chord dead Ibatl and 5.0 psi cabs dead bad, 100 ml hem ebottomndmhaullicane with mpmure CASCE]-9l per UBC9]/AN519511 era venkab oroNllmers mist,troyare axplsodb occupancycategory fd irm to a U vem an or expos mtexpo W, tloeI Umc fEbulbing,brdlmepDOL1200by60h Ma. 11, rc Nay are ed WI esexiaLt ey m b wind. Lumber OOL=1.3] pbti gdp pOL=1.33 Pbte mebl pOL=1.37 Mad. Il porches 4)Provb tlabageaprmenlwarer porxlbg. d. r.. 5) 55hastb fora1 foNreeloadberxwantarl w8htryomen 0ve bads. epsibetlemr, . A plate W 20 aducicnIN20% has bean appliedforto 6)Phavid mechanical Waring ells camille of ))5510u mttMnbl connection (by others) of trueabeadrg polls mpatle of vANsbrtlbg 22 to uplift atpbl8, IB IDuplata[)oIM5, 125 bupli0 at joint 6and 5e Ib pint 4. ed plat 8) Beveled pha or anlm required to proem lull Waring aurtam wbi truss chord et)oIM(a) 5, 4. m 9) Girder rtbs Da -In sparl(s): 64-0 ham 04]-0l0 640 ' LOAD CASE(S) Standard 1) Rogubc Lumber Increase=1 ]5, Pbb Intreaae=1.25 , Unllbrm Loads (pn Vert 1-2a-135, 2-3=-fill 345 60;6-5=14 Q�OFESS/py Ell A lOG C 43 5 m Ex 3 T9T CN 6' - & CALIFORNIA CORNER SET W/ 2x4 TOP CHORDS TOP CHORD 2X4 / DF #2 BOTTOM CHORD 2X4 / DF #2 HIP JACK TOP CHORD LUMBER GRADE MAX NORMAL MAX HIPJACKF SOFFIT WEIGHT OVERHANG OVERHANG LENGTH *** LENGTH *** 2 PSF 10 PSF 1-09-00 12-05-11 I DF-L #2 I DF-L #1 1 2-00-00 12-09-15 I DF-L #2 1 DF-L #1 PLATING / PITCH 1.50-2.99 3.00-6.00 (A) 3X 14 3X7 END JACKS RH—HIP JACK RAFTER Z08 — ZOBZ U x.o-ao �lx 2x4 SPF d 2kBiR W wEH I/ M l U 9-GLm A3x1 29 60� vx m wsxx (A 8-0-0 OR LESS+ 1. DAGONA. WEB FOR TOP CHORDS 2 8'-0' (2)-16d TOENAILS '*(3)-16d TOENAILS "+ �11-3-12 OVER 2 SUPPORTS OR LESS REFER TO TOE -NAIL DETAIL CNTNAIL0699 R=480 / MAX. W=L5' MIN. R=96is MAX. W=1.5' MIN. PLATE TYPE: MI TEK M20 SHIM SOLID. ]' TV �*** 1 ] ] ]' ] �' ]'TP SIDE JACKS Z02, Z07A Z024 o-ao12 a 1 Ali nxx 6-0-0 OR LESS 00 cn I.— i � �pSjG LATERAL WEB SECTION TOCKTON TRUSS a4m BRACING DETAIL - illraear:mru� �f= W �1 R N I N G! BCSI-B1 AND BRACIING OF METAL PLATE CON GENERAL NOTES HAND ERECTION — NOTAS GENERATES LEVANTAMIENTOAMANO BRACING FOR THREE PLANES OF ROOF Trusses are not marked in any way to identify Los trusses no estan Manuel de ningun mode qua Trusses 20' or 10 less, suppnrt _ - --: .- ,: -__, Trusses 30' or ❑✓ Ie,',,dpp.rtal - - - - ..`, EL ARRIOSTRE EN TRES PLANOS DE TECHO thefregdencyorlocabonof temporarybraeing, Follow the recommendations for handling, identipi Is fretuencia a Ioaliacldn de Ids arriostres (bracing) nemporses. Use las recomendaciones de manelo, at peat. \ � quarter points. .. • .- installing and temporary bral of busses. in5talacion y arricstre temporal de It trusses. Vea el f011tt9 Leconte lc'an[e de \ This bracing method is for all trusses except 3,2 and erg parallel chord trusses. Refer to BCS1 1-03 Guide to Good Practice for 8 Bracing Metal Plateresseseracas BC511-03 Gull de Buena Practice* sea ifil O Instalac do del Pico lob ` Ios cuanos r-,) T0I Este Monaco de arnosau on Para toile trusses d,,cepm trusses tle cuerdas paralQlas 3x2 y 4,2. Handling.Installlng Of Connected Wood Trusses for more detailed Plans de Metaloaa pact mayor inldrmacibn. cusses de 20 p III de «amo Ios III Inlortna[ion. d ' pis o manes. - Trusses t 20' Imssns de 30 pies o men.s -III --------- Trusses up to 30' 1) TOP CHORD —CUERDA SUPERIOR Truss Design Daw•ings may specify locutions .f Los it to diu,os e as ode Ios trusses puedh an especl Car t u up i t i Las laalizackmes de laarnooslree permanentes an Ios Trusses has of pies Trusses haste 30 pies Permanent bracing on individual compression miembrob Intllvitluales en canpresidn. Val If rigs resume p members. Refer to the BC51-10 Summary Shel - Vkb Member Permanent Bradnci 131 B3-care lI aMostres dermanentes v refuerzos de Ins Re'nforcemen[ for more information. All other fremhros secundarbs fwe➢sl Para mayor infbrmacil El HOISTING — LEVANTAMIENTO Permanent bracing design is the responsibility test° be amostres permanentes sell a responsabllidad del O oIn each truss in position with the erection equipment until temporary *racing is installed and of the Building Designer. Disendor adel Edifido, 11buss is fastened to the bearing Points, © The cOnSegVQOCQS of improper handling, installing SOSlengo Cara truss on Wsicion Con d g,so ha5ta que el arrio5tre temporal este instalado y el buss.,,P,,do an Jos '.Pi antl bracing may be a collapse of the structure, or worse, serious personal injury or death. ra EI resultado de en mane,o, inslalacion y arrio5treiDo not lift trusses over 30'byruepeaknadecuados, *cedir e Sur la can de Ira °'rectum o t No le`/ante del Pop Ios trusses de mas de 30 piesnun poor,mumbos o hnridos.Greater Nan 30.0• - 1� I Mas tle 30 °Les Bantling and truss plates have sharp edges. Wear Qgloves when handling and safety glasses when cutting bantling. Empaques y places de metal lidded forces .floods. Use guantes y lentes Protections cuando torte It empaques. HANDLING - MANEJO AOw o0 mare No permita mas than 3" of de0ec- de 3 pulgaeas de con for every 10' pandeo per coda 10 of span, pies de tame. OPick up vertical LOvante de la Cucma bundles at the superior Ios grupos top chord. :alt"Pas de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK ` '1 Bundles 'Lend on the ground for one week or more should be raced by bloc4n0 at 810 10' on Centel. Los Call alntncawdo' on to fora Per ona'°mono c ,,is dgbcn nor pI,kdC5 ,on bidden, a Cda 8 0 10 wen. far long term suragi co r bundle to pro vent rn.v um ga t but Ito to cm lal on Para, llm«T alrientow eye l'nfw cub o to O,rp,kes bjro- p mnlenlo de M1 dad bein palm a nl ik,lon 0 Use special care In Utilice emotion windy weather or especial en digs near power lines whims a cored de and airports, cables electrices o de aeropuertos. Spreader bar for \ Press bundlCsss, 0,11 eM' Iir Check C,di Revise los em°aques L� poor to moving antes de mover Ins purples, paged" do imsses. Q Avoid laical bending. — Este la Ile,ion Iatmal, De no'. side No almacere Pill bundles vemCelmente Ios upright. trusses buelL05, Ce not store on No almacene on uneven ground, tiara desigual. ISO& :. r HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGTUD DEL TRUSS Tagline Toe -in J Spreader bar 12 to - 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60 PIES 60 or less 1�— Approx. 112 y truss length TRUSSES UP TO 30' TRUSSES HASTA 30 PIES z_ broad, Sciatica, oar Attach 10' O.L. above or sl"Joick ax mid height Ire Spreader bar M to , 314 Inds; largo y TRUSSES UP TO AND OVER 60' TRUSSES hi Y SOBRE 60 PIES I BRACING - ARRIOSTRE Q, Refer to 6C51 B2 Summaty.5hect - Truss.lnslalla Once .lMOTempoatY_ 1311111 for more imfoll" i.n. Vila el [csu_mcn.BC51 32 - IOstagedadC TtuSses_ Y.Agroi TeeriNjal pact mayor mf.rmacki Do not walk on embraced trusses. No ctmine on trusses suelto,. Top Chord Temporary Lateral RLot t o around braces in, first Pups Ciotti, n ole vain all rows of top Chord temporary lateral training. Coloque lob arriostres de Berra Para of primer truss dIr Ctamege an linea con cads una de lea filas de arriostres b eales temporaleb de It Correa superior. Brace first truss well 0 before erection of atltl tional trusses, u Bracing(TCTlB) min. Truss Span Top Chord Temporary Lateral Brace (TCTJ Spacing Longitud de Tramo Es aciamiento del Arriostre Temporal de Is Cuerda Superior Up to 30' 10' O.C. max, Haste 30 pies 10 pies maxima 30' to 45' F O.C. Max. 30 a 45 pies 8 pies Maximo 45'to 60' Up c. max. 45 a 60 pies 6 pies maximo 60 to 80'• V o.c. max. 60 a 80 pies' 4 pies maxlmo -Consult a Professional Engineer for trusses longer than 60'. 'Consults a on ingeniero pars Mason de mas de 60 pies. See SCSI-132 for TCTLB options. We of 13C51-B2 card Its gpctones de TCTLB. \ © Refer to BLSLUE I I _ ��_v�\`:KSLUE rt- meBrnal bates. Ve¢D_SCidslLeostresdeinalde ddi .guild Set first five trusses with spacer pieces, then add diagonals, Repeat process on groups of four uesses until an Msses are set Inhale Ios onto Comems, Presses con espacladores, luego Ios arriostres diagonales, Repita este procetllmiento en grupos de cuatro trusses hasse quo tacos Ios trusses esten im alatlds, 2) BOTTOM CHORD—CUERDA INFERIOR Lateral braces 2x4xl2' length lapped over two trusses. \ 10'-15' max Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for I ty. 3) WEB MEMBER PLANE — PIANO DE LOS MIEMBROS SECUNDARIOS Web members every 10 truss spaces (20' ri same max, same spacing as bottom chord Some chord and web members not shown for darlty. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 4J BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to DC51 52 Maximum lateral brace spacing Spmpa alTreL 10' o.c. for 3.2 chords �dmp2a_ry 100. 15' to c. for 4.2 chords Diagonal braces 4 PermarIOLBtaC09 LO' °t every 15 truss for-Paraki Chvp. j/ spaces (30' max.) J'r "' for more i information.vea ��•"- %��j of /� _ BCSl-BPAr tle temporal_Y_ pCfpaOdSe.de. T a end diagonal �USHS_de_Cue[dd5_ brace for cantilevered paralela5 Para mayor MI must be placed Lateral braces information, on vertical webs Ln line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Tolerances for Out of Plane — TolQrancias Cara Feera tle Plano. Max Boa Men Son Length --�'~" Max. Bow 310' Tru55 Length 12.5' LenBm �jj Max�Bbx IJ P'=j 71W 14.6' zTolerances for D/50 Out -of -Plumb. 4' 1' 1.118, 18.8' Toleapare D 1/2' 2' 1-0/d' 20.8' dePlo Fuera de-Plomaca. 1-3/8' 22 g' Plumb 3/4• 3' 1. 1.1/2' 25.0' S D/50 M. I 1-1/2" 6' 1-3/4' 7' 2' a: S' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceea con Is construction haste blue todos Ids arriostres estop colocados en forma apropiatla y Segura . Do not exceed maximum stack heights. Refer to B[51-84 Supma_rYSBeetS4n5tJic0oaLoadilg for more information. No exceda Ins mailmds allures reComendada5- Vea el wbuntin Mabrral Height (h) Gypsum Board 12" Plywood or OSB 16" Aephe.'I Shroes 2 ouni Connote Bork an Clay The 3-0ll05hi n B.C51 B4Sarga 7CSanstLu[cidn Para Mayor information I/ I, s' lu Do not overload small groups Or single busses. No sobrocargen poqudns grupos o trusses Individuales. U Place loads o':er as man, busses a, possible. GII Colonel, as cargos some :onto' trusses coma sea posibld. 0 � - —s=e Position loads over load bearing walls. Coloque [as cargos score las Paredes seportante5, \�•x ALTERATIONS — ALTERACIONES Q Refer to BC51.B5.5ummary5h=-Tru55-Damage, and- gstalkilko1ECNOT5. Vea of fesumen.BC5[ U5 Paws delmsses..blOdlhcacivnes_CUTa Oblo.y-lzri de Installation. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing, N. Cope, alter° o per/ore ningun miembea dstlnCLural de Ios Juries, a metal que est6 uspecihcameme pormul on it dnodo del dlseno del truss. QTrusses Ibal have been overloaded doing Construction or altered w Ihout the Truss Manufacturer's pr or approval may render the Truss Manufacturer s limited warranty null and void, Trusses que se ban sgbrecargaeo duame la construct on o ban s do alteraddr in una autionzacion prove del Fablrcame de Trusses, pueden reducir is ellm par Is garanda del Fatancantd tle Trusses. al msrructcn waM¢ hill a [wnrnent pled- ire mn]Wzam ryaaiwa wdnM are:n;[MN IO insure Van [rewnall mrs:runm r Tnau6 M.nYheE nil µl ha aM rCCIVuz'6 con <ra[e yJELY ir:Ce rlmnrM�tla'Mz r> hdrWl,rq, wasun a antl Gsre x¢•] arevaasupntM Prisimal Mires a am m41Rnneal !.mjO mu O der Vuez:NUYrv.run ale os rue iivred roysbni[simMM.tieM1[s+`:N he aza1ve Iwr,irbya o:11,aililli DagrerwLled IOureinCun!ranv.11izm y.kre rani raI. Ens° bnz4klerperM azzu,ar!oenv I.,5rxlhs elm (no a.ICyorb an in lei l,Ent Mel. rue erva he Tier, led ErmW tni'alla!gn s, fah nth w rk' nowJ-ri ter N w 1 hit —q aM ow" w N ce c artl a d w xl rot pndraerednY col FVMrmtm,rS, x, rXiirgaMalairl gLa "dr die Trail aM< I'laaz inxr Cd:KU.MIry u+e 4uc5 E frc llr:s'al a, wRJi iv. cat Pe vNLN truss urine n ea aM tle rru5aril id n mwtvx ol,ranr river, my r[5[d:Lbl.ry l(u mrv}� e�rjv®�q�lr�ml Ve u2, agVxalWl b rHzirte on lied M1mmr:entilgnl endan�!,wrru:m <Y.Iaiml Minn. S IEYF ®. al WOOD TRUSS COUNCIL , AM3719 TRUSS PLAT INSTITUTE 53G 1271mzelane• Hodson vll.19 21Bp. Lee5L310T 2•Al.ndran, R31a 60B]Pe-a8a9•vmx,wmdtrusr[om )03/6B3iolo•nvwmns:.org BIWARMIlx1720050501 INE RTE N C«Ci'A�! HU]A RESUMEN DE LA GUTA DE BUENA PRACTICA PARR EL MANE70, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CONECTADOS CON PLACAS DE METAL