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TRUSS PAPERWORK
cc& IIIIVI...... .'. Job Number; J1900503 TRUSS. Customer•. COMPANIES GHO Homes Name: Southern Truss MW 259 Tacoma Classic 2590 N. Kings Hwy Addn =: Fort Pierce, FL 34951 2968 Bent Pine Drive City, sr. Zrp: (772) 464-4160 * Fax: (772) 318-0015 Saint Lucie County, FL addshkilh SOUTHERN General Truss Engineering Criteria & Design Loads Building Code and chapter:COMPufar program Used: FBC2017/TP12014 MTek Version: 8.23 Mar SrAWRIC11 1 45.0 psf ROOF TOTAL LOAD 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) GENg�.\T��i/ { PE7 qF / \ RID No. Date Truss ID# 1 041OW19 Al •2 D4/09/19 A2 3 04/09/19 A3 4 D4/09119 A4 5 04/D9/19 AS "6 04/09/19 A6 7 D4/09/19 A7 8 014/09/19 AS 9 D4/09119 A9 10 04109119 A10 11 D4/09/19 B1 12 04MI19 82 13 04/W19 B3 14 04/09119 B4 15 04109119. B5 16 04/09MS B6 17 04109/19 B7 18 04/09/19 as 19 04109/19 89 20 04/09M9 c1 21 04/09/19 C2 22 D4/09I19 C3 23 04/09/19 C4 24 04/09/19 CS 25 04/09/19 Ca 26 MID9119 C12 27 04/09119 CJ2A NIA St Lucie County / / e i nis cover sneer Is prowled as per Florida Statute 61G15-31.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Engineer of Truss Design Paci Brian M. Bleakly FL Reg. Eng. No. 76051 2590 N. Kings Highway Fort Pierce, FL 34951 No. Dale Truss ID# 28 04/09/19 CJ3 29 04I09119 CJ5 30 04MI19 CJ6 31 04/09119 CJ7 32 04109/19 CRT 33 04/09/19 DI 34 04/09/19 D2 35 04/09119 D3 36 04109119 D4 37 04/D9/19 DS 38 04/09/19 D6 39 04109119 D7G 40 DOM9 El 41 0410911S E2 42 04/09M9 H1 43 D4/09/19 H2 44 . D4109/19 H3 45 04IM19 H4 46 /14/09119 H5 47 041OW19 H6 48 D4/09119 H8' 49 04/ M9 J1 5D 04109119 J1A 51 04109119 J1c 52 04I09119 J2 53 04109M9 J2A 54 04109M9 J3 i iI. / E COPY No. Dale Tmss ID# 55 04/09119 J3D 56 04109/19 J3G 57 04/09/19 J3T 58 04109/19 J5 59 04/09/19 J5G 60 04/09/19 JST 61 04/09/19 J6 62 04/09/19 J7 - 63 04/09/19 J7T 64 04/09/19 K1 .65 04/09/19 K2 fib 04/09/19 K4 67 04/09119 KS 68 04/09/19 K6 69 04/09/19 K7 70 04/09M9 L1 71 04/09119 L2 72 04/09/19 L3 73 04/09119 L4 74 D4/09119 MV2 75 04/09/19 _ MV4 .76 04/09/19 N1 77 04/09/19 N2 78 04/09119 N3 79 04009/19 N4 _ 80 04/09119 - N5G L.81 04/09119 V1 Page 1 of 2 SOUTHERN TRUSS. COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772)464-4160 * Fax: (772)318-0015 _ Job Number. bT............... J1900503 customer. GHO Homes Name: MW 259 Tacoma Classic Address: 2968 Bent Pine Drive City, ST,� ZIP: Saint Lucie County, FL General Truss Engineering Criteria 8t Design Loads Building Code and Chapter. FBC2017rrP12014 Computer Program Used: MiTek Version: 8.23 Mar Gravity: Gravity: 45.0 psf ROOF TOTAL LOAD N/A Wind Building Authodty: 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) St Lucie County No. Date Tmn ID# 82 04/09/19 VIA 83 04/09/19 V2 84 D4/09119 VZA 85 04/09/19 V2B 86 D4109/19 V2C 87 04109/19 V3 88 1 04109/19 1 V4 This cover sheet is provided as per Florida Statute 61 G15-31.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Engineer.of Truss Design Package Brian M. Bleakly FL Reg. Eng. No. 76051 2590 N. Kings Highway Fort Pierce, FL 34951 Page 2 of 2 TYPICAL DETAIL @ CORNER. - HIP ~ NOTE NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. 132.5 per Nail (D.O.LFactor=1.00) ®UP To 265g 2-16d NAILS REO'e. nds toe nails only have 0.83 of 0 UP TO 394# = 3-16d NAILS RE0'0. 'lateral Resistance Value. r 1122 A OVER HP GIRDER CORNER JACK GIRDER 4® use 2-16d toe nail TC & Be. Typical jack 45' attachment n a � J1 A J3 J5 r A H7 (HIP GIRDER A A X use 3-16d \ .TYPICAL CORNER LAYOUT toe na1 0 TC' � &9�6C—\ Typical Hip —jack' attachment CHORD HANGERS FASTEN ER GIRDER JACK J1-J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails —— BC — — — — — —— 2-16d nails ----— J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16d nails ----- J7 TO HIP GIRDER TC - — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16dnails — — — — — HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — —— -- — 2-16d nails ---- MINIMUM GRADE OF LUMBER LOADING (PSF') Snt waz oos T.C.20 SYP {2 L D i, FEC2077 R.Q. 2K SYP 2 10P 20 WEBS 2:4 SYP No3 BOTTOM 00 10 SPAMNG 24' O.C. 4-SOUTHERN TRUSS COMPANIES Fort Pierce Diviysion 25 rt N. Ki gFL Highway. (800)232-0509 (772)46"160 htlpc//mdhmihummn Fox:(772)318-0016 Bn'3n M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft PLeree, FL 34951 772-464-41 So TYPICAL DETAIL @ CORNER - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (D.dl—Factor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. 12 iaSVFR 1111 "-30 '-G (D i A 0 9 II 0 O O A A p pA f 5 0 HIP GIRDER (� CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT q UP TO 265j - 2-16d NAILS REO'D. Q UP TO 394f - 3-16d NAILS REQ'D. "'71- use 2-16d toe nail 0 TC do BC. Typical jack 45 attachment TYPICAL CORNER LAYOUT 0 0 Typical Hip —lack' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — — — 2-1 Gd nails — — — — — J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16dnails — — — —— TC — — — — — —— 3-16dnails — — — — — BC — — —— — —— 2-16dnails — — — — — HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16d nails —-—- SOUTHERN TRUSS COMPANIES 1nR//---0: nt- 9MUM GRADE OF LUMBER LOADING (PSF; T.C. 2 4 SYP I2 L D B.C. - 2s4 M? 2 TOP. 213 WEBS 2x4 SIP No3 Banum 00 10 SPACING 2r a.C. Fort Pierce Division 2590 N. Kings Hi hway, Fort Pierce, FL 94951 (800)232-0509 (772)464-4160 Fox:(772)318-0016 Brian M. Bleakly Struct Eng #76051 2590 N. 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Ma 14 6 21551 2430 2610 1170' HD2B- - 14 4-WI &N 2-12 - NIn to t6d 4 7Dd 1540 1735 180 780 Naz 14 6 21551 2430 Me t1m JE28-3.". i'0: 1.114&g::= '--18: 1 4-0 1 6-aS. -Z _-1 :6; -16d': "4. �-'-16d 1325 1510'7645 13$ ' JU521Qa^' .IL1S2103i.' In. 4-54 - &31B .Z: r'1-: -: 6.•. . JGWV -6:' " .16d 1845 I Z705 zm 1980•; .. SUH2f03 ,¢::.' : U210-3 •�' ' , .16 : .. 4dR .. .. ' &318- ..' - 2L :. i -' ~ '14 1.4ad� • fi: 10d 1750 .196S 2120 . 14' -16d . -.6-: 10d .:: 2060 '2335 Me'. 1135 - ' :. ...K:-_.' •' .. i '.. - .. '. . >.. .: '• .- t -, ,. .Yin' 10 � :-.. ' • t6d :._:. •,4;: - ._ aOd: . .... 1540 1735 7865J 780.. Max, -:'14 6• 2155 2430 2510 ilm (3j2x1O - •-. :. .- - 2-j2 : ,.- -- ;:. :q... .Nfa: :10'. :; _.., .ise '4 ;:, .7. '•- 1540773518SS-_780 . LA1ax :.14 2430 2610 ' 17m:. <'. ..: :... ;14- 4-5/8 6 714.' '2-712 .1;7I8 -to . -e#'� _: r,; ':': 6 : ••,.-.' ^' . -2155' TW WO 11m 3475 37$ 1850. .. . "• - •y, a.. _ �; 54k. �74:- 29: -?. _16Q. ._. ..' '8: y.:.• 10d .' .. , 2159 243D 2610 .117D.. ; ..10, 3080 3475. 3725 1 19M 0HO0210-3 . '101CO210.3 -14:' 43t8 '.9 '. 3:t f- -ice.-: :12 WS3 >'fi'_ -, VlS3 •' S015 5590 WOO 2M 31.i F32 1)UPUtloadslavebeenbeeased6O%t4rwhdmssim. b*imfmtharhn=dia0bepembA 2) led Smlmr (0,148 da x3-1/4' lord maybe used at 024dtmt3Ne bad wbm led mmnaa ara sped5ed.ihiv dots mt apdyto JA HA NUS slardns0 hmam 3) WS3 Woad Snn:rs am 1/4- x 3' bt0 mid ae bzldedwfthHDO hanger. 41 RBU& tDd nWIsan:0.148' dua, x3' b!g,16d nab are 61fi2' dla.x 3-12' b 4 Nev pmduds eupd&d pmdud NlemaOm me dedg3ated In bhxlmL COrmsldn Wsh Nftaidess Steel MoW Coat MHDO Mriple bw CDrdmed an nest page 117 a Hangers Face Mount Hanger Charts MiTeW -E..'.< "" .:. . _ "..: - f: =; JohtSim , _.Hnda"_, u 'i.. l:.r' .:'.USA:-:. :'SladeAy _ . :: - Rkxa:" :'F• �5tee1 '`" 'q Fadencsd�uk;:`rl. >:. '- •.'. .Df/5P ". :' iABawanb �onac Pap 'L;" 'a; '.'':Cade. _ - ,•:_;r Re4'---: "�; •l',Odsf'•.? :_.':" ':W- - -'.+ - :H' D. .`ti.' .69N•'_4'- 'Max"'' _ - -. : :.Ha7"�•. _ :R• N lei �i'• .Fiooe �.._:::_ ',CNaOrF 1110M 1.15%1S9G "160%''`': JUS46 111546 18 3-518 5 2 1 4 16d 4 16d 1040 '1US 1220 ,1355:. SUfN6 U46 16 3-916 4-13116 2 1-118 _ 10 10d 4 1 10d -1250 1405 15151" 755 ' 10 16d 4 10d 147D 0670 1BMW 1:755: HU546 HUS46 14 3S1B 5 2 1 4 16d 4 16d •1085 '1235 13M :1155. 4z6 HI1516F HU9A 14 2 1 4 1fid 4 1fid -1085"1235 1300 :7155. ' rim HU16 14 -12 1-1R Nfm 8 tfid / ]Od 1230 1390 14W0 . 780: Max 12 6 1850 '2DBS 2235' =1170: HD46F HUGE 14 %54116 -12 -BE B 16d 4 Ind 1230 '1390 �.1490 . 780. Max 12 6 .Me-120B6 2235 1170 'JnSa6'a"==?- :".%•:. .1D546 b' ".-U 2 - •.1 - " :4- ...16d' :•:4;: '-r764'a]. 7040 7185' 1�0 1355JU5 dJ1S48 •'-::Is-' 2 . '.1'. �:-- =6'" 16d '$: =':16d?i 1325 .751II 1645 1355' - - ' .,;in IM46....: - .'.�.. iAfi'= -•.; 16 • 3=91'I6 �':. 4•'13116 - - :2;,. -718: _ - 79 .4- =a�llld `r. 1250 14M 1515 -755 . :HI' -AST •: 4. ;:'.10d ;-� '-1470 1670 18M- 755 -H0546 z'l-' l }A646':•. 14.:3-s1B = 5.-:. -: 2 • a 1...: ,. i.4 • .:'16d .'q4 =i'16d ':-. 4085 1235 1900 7155 _ . .HU846F� .'f015C46 '. :14.: 3-98 -, .6"- :'2•..:.T:. ;r4•+ :4.=led -.4:' '16d>-' 1M5. 1235 13M 1155 HUS4&=?•"j HU518: =14• 3.5131 `>r.= 2• "1'aL":- ::6 :16d _:.fi-r.: ..?i6d 3:: 1675 1850 1%5 1810' HU518F' '. 'HUSC18 ', :14 r3-SiB .:7. 2 1.:":.:-" 6 "L led '6_ 16d'. 16S IBM 1995 18f0 : :Hpgd-;:, _c:. MKB';-:± 14•: 9-9+ifi _5-1f1B 2-12{7-1/e'. En : 8 : _ .:: :Jed. 4 4 -". • _ • : -' • _ 1230 1390 1490 780 Max:. ':12 6+... 1850 2025 2235 1170 - 'NU046 ' 14' 3.9/16 5-1/15 2.12 .: '' 7 min. -8 .: w 76d ".'"'.. 4 = :; '' . 1290 1390 1490 780 5, R5, Max ' 12. : 6., IBM 20M ZMS 1170 :'.•c:.. N098 ;'".';M118::r :14;: '3-9d6.6-15716 +r2-12 'Ij1/B Max '10: 14 ....4: ,•'16d ": : :. -']0d:".. - 1540 1735 18fi5 .7H0 • F2 : 6: 2I55 2430 5101..1170. -'ROUIF :: •"_."._�•_, _i.,•. HUC48 : .. `14. ..:, -yig _.."'.'..1.. St$/IB, 2-72 ,.-!:.. Nfin • 10 ';tfid '-.. ': 4 "- . . tOd.- . •, ._.:" 1510 1735 .lag 780 ' max 14 6.: 21S 2430 2610 .1170. JU.S48 LL548 18 3:518 6-7/8 2 7 116 16d 4 16d 130 '7510 .1645 1355 JUS410 UJS410 18 3-518 B-7/8 2 1 8 led 5 led 1845" 2105 2290 1980 . SUH410 I U410 1fi 3-9/16 &3/8 2 1.118 _ 16 Ind 6 10d 20M 2245 2420 - 1135 16 16d 6 10d 2350 26M 2880 '1335 HUS48 HUS48 14 3-S18 7 2 1 6 16d 6 led ism lam 1995 7 1R10' HUS481r 1 HUSC48 14 3-SM 7 2 1 6 16d 6 16d 16S .laM. ".1810: HD48 HU48 14 3-9116 fi-15f16 2.12 1-1/8 Mfn 10 1� 4 1� 1540 17?5' 18fi5. 780 � 14 6 21S' 2430 7870' 1170. 4Y10 HD481F HUGE 14 3-9/16 6-151I6 2-12 - Lan 10 16d 4 100 1540 1735 1885 780 . Max 14 6 2155 2A'3 2MM0 .117D HUS410 HLL5410 14 3" 8-7/e 2 1 8 led 8 16d 2170 2465 2560 2210. M154101F NUSG10 14 3.5M B-7/8 2 1 S. led 3 16d I2170 2465 2fi60 .2210' HD410 NU410 14 3-9/16 8-13f16 2-12 1-i1B Min 14 16d 6 1� 2155 2430 26f0 11711' Max 20 713 Saw 3475 3M 19M HD4107 HUC410 14 3-9116 8-13/16 2-12 _ min 14 W 6 1� 2f55 2430 : 1170 Max 20 10 31180 .3475 _ •3�L5 ]950 HD0410F I HUM410 14 3-9/16 9 3 1-12 12 WSi fi WSS 5015' S59(i 5591f 2975' 31, R1, F32 1) l¢LI[laads have been triveasrd W96fawIM asetsmk � rmhOtlimhraease sha0 De pe0alfd. 2)16d stases(0.14B dia.x3.1/4'krd maybe used at M o10m table lead whee 16deamme sam sped5ed.ihh does not apprymJUS, HA NUSsimdnag han0em 3)WS3 Wood Sam are 114' x 3' long and me Included wMHDQ han9ea. 4) MAR.410d reih are 4148' dia x8' bn 16d r00s are 0.1fi2' ft x3-12' bag. New pmduets m rqxated p Db db =iagmr are desl0n3ted b bias tad. Co imlon Finish EStanh=Ste.•J U6ald Chat OHDS Midpb Zlnc F A ia4 H W D.. to 119 sz,t 9sl I IIINAg And 9+ 9+ am9Y1a1 -15d 00 00 -n Be as M of la Tie And .0 QL Dz 111 M 715, 75 ' 'IV DU)13A aN3 ants I.VNolldo , OROONO MD J •NMOH9 SY AM O]NOM 110 3OMUS 39 AM OHOHO SOLOS .QWiDSN1'dC 97RSON] Man JHO13H 1YDNH]A 8iLL SY ONOI�AL,Y�17I0B 90 AO1ML1N Gd aondi �do°1a� daail� o�vuo°�a u1�m�a( /�rcn�aiu� xlivi�ula nub..1 91WSitr OIMS ,SH731OON] NO ®LOOSdS SY OIDOYd] mod dO ntn m O3Sn ®Smut AmWA An RD Noma DIMS ,SNI3NION] NO Oz;mj4 3LNNd111O SY NO 90 .+LNAY SNNL111w BSML AYtttA OL NONd OxudY ONHWHo O]LYH 'O1 LID da°Od�I OWM ®DYHn'In ]Still I26 Aii11'A NLYIN39 ISM dO.and dul ',D-,LIyyII167nO10tION AYA 1HOrAN 1YDNNC3pCA�I M111YYAg HnMM 'ONID n '�W.ILVt pnj LLIWO0Y0 '0° C T. 2 NO -WM Jd, Nn 3409 Y]O1'ila°1.L M �1 'Nama1111S10MV3S Sm°iH'fdN,lON1 NO OR 1 5671Nn '°►Z e°o°-trae19 �(°°°1 S�IiU{1dW0'.a 110 eo ,eld°Pori 6SI]H i. l�Y 'ONIO'ddS NnlglXYA. V0 .bZ lb' S36 . (**) WON .O-,OZ nw � 6uloodg xoW0—,9 D „O—,B x° „0—, myp07S.LMDW°� dod M0 CL ON91 'IYq mu '0 'dx] 'ONIQINOdIO1imm 'LIO011 " -a��' • N0d OIHYN--302 Flou ml TO Y.00l'O) NO9YOSOY�I w O0W'SSnHL ONI1NOddU AM 0L A911YA HM NOYLY G«) 04NY,10S NO O3ND" 7R Y NOW O3d" = AM Cdt• G) ALMS A° d Am +NS Am ANitq IO %I/LIB Ads .Nto Nbi' d9 +w6 No (*)Rn Na4O Tian Am11!9 YO rult Ads Lp as +HS N04O dqL N38VIM ,10 30YH0 MWINIW N c HF sp sp N DFL U HF AD o c°7 SP DFL E SHF E O aT SP M DFL cDot-blem, F.nd Tra SE; C��tai1 SOUTHERN TRUSS COMPANIES the LW LOAD BFIlEUIImH cants P UxAD, 9mmnnn6o mp "nvm=l "Hc.`(2'°rRr rmxo'un en`Fwr m8 0.gry��,yB;�pH A � 16 n ' pA�HpU A" 0. W�5 1•mDo. ��1BZ8NFd AtN°'fseca eCiNC�n ZONF80. RRM" IAIHf BC A MIHMUM of 08x mF x'C8 e e cat t�W.m x m 0 r e HEM PU mrvicdmrc h?a Moxlmun Total I uad 60 me 'Typoca6 Poggybgack ®ata0l MINIMUM GRADE OF L5'ttr Toy Chord 2x4 SYP p2 o Boll Chord 2x4 STP 2 oW.h. Tx4 SYP 7 o MM TO SEALED DESIGN FOR DASHED PIATO SPACE PBIaYRACN VEFTWN AT 4' 00 MAX TOPRANO RAY CIWRO MUST BE SfA00ERE0 SO THAT ONE SPLICE MR PMr TO 10P OF FLAT TOP IF PMMVZK WT BE MPIRD�BDIFATN THE 10P OOFIB of 6URNMUSS. REFER TO ENOWEE1'a SFAIED DEMON FOR REGURED PURUN SPACING. NOS OEENL Is AMCABLE FOR THE FOULYANG WDm CONDRIONS' 1111QYPH WOO. 30' MEAN HOT. ASCE 7.10 CLOSED BLDG. Lamm ANYWHERE IN HOOF, 1 ML FROM cow GAT DIP WINO TO mW PIApIES Paaf,,WND 09 D4. PSF 14 MEAN Nffr. 1CR TODD.FWOPSF.00F , NBCrr Lxx� MAY Mr. �MGMD'AlAS RMH FACES ARE SPACE4Do UK EN%V SPPUUCCEu rD WEB BRACING CHART WEB LENGTH REgUIREO BRACING 0' TO 7'0" NO BRACING.,. 1x4 'T' BRACE. SAME GRADE; SP DIES AS WEB 7'e" TO Ia' MEMBER, OR BETTER AND 807 LENGTH OF WEB MEMBER. ATTACH WTTH Bd NAILS AT 4" 0/0. 2x4 "r BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER AND BOK LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4' O/C. JOINT TYPE SPANS UP TO 30' 34' 36' 52' A 2x4 2.50 2.50 3x5 B 4x6 5x6 5x6 5x6 C 1.50 1.50 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 V'u C I I i"f-161D C I C *ATTACH PIGGYBACK WITH B'xaxt/2' CDX PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACI_S 0 '4'-0' O.C. MAX. T rE 9 !rm bmdn it ml Ba mEBy of Ma dnlpna•, plot% nor haw lo6dcola granT uee1�•,q,.U.uaRE m% emiUemd to Sol 50t wERN Gddc% RyQ7R�Mp /R�CIem 61DdmJ Eleml—Ie_d1E�o)�7 RGytyd InNp1E ah dem6Wha dWnDft Nat IS o Wrm n *d •^I I so al Maxlmun Loading 65PST at 1.33 Duration Factor 50paf at 1.25 Duration Factor 47psf at 1.15 Duration Factor eW% SPACING AT 24' D.C. SCAB -BRACE -DETAIL I ST-SCAB-BRACE Note: Scab-Bradng {o be used when confnuous lateral bracing M midpoint (or T-Brace) Is Impractical. Scab must coverM leng0t of web +A 6". THIS DETAIL IS NOiAPLiC ALE WHEN BRACING IS — REQUIREDAT113•POINTS OR PBRACE IS'SPECIPIED: APPLY 2x SCAB TO ONE FACE OF WEB 1NRH 2 ROWS OF 10d'(3"X 0.131-) NAILS SPACED 6-O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. ' • �\ MAXIMUM WEB AXIAL FORCE = 25001bs MAXIMUM WEB LENGTH =•17-0" SCAB BRACE 20 MINIMUM WEB -SIZE- MINIMUM WEB GRADE OF#3 Na7s� / Section DetaD ®•E—/Stab-62® Web Scab -Brace must be same species grade (or better) as web member. L-BRACE DETAIL Nailing Pattern, L-Brace sox Nat! She . Nag Spacing 1x4orEl 10d gSac 2x4, 6, or 8 16d B' D.c. Note: Nall along entire length of L-Brace. ' (On Two-PVs Nan to Both plies): K Secrmn Deta➢ � L-Brain Web L-Brace must be same species grade (or better) as web member, Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace rrmstcover Ba%ofweb iengfir_• L-Brace Size for One -Ply Truss SPecified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or2x4 ix4 `» 2� US ... 2� ix ... --UmI bves'nM10N NOTAPLICABLE L-Brace Size forTwo-Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 .2 2x3 or2x4 2x4 2x6 2x6 ... 2xB 2xB ... —DIRECT SUBST MOH NOT APUCABLE. T-BRACE / I -BRACE DETAIL Note: T-Bracing / 1-Bracing to be used when continuous lateral bracint is impractical. T-Brace / I -Brace must cover Boob of web length. Note: This detail NOT to be used to cdflvert T-Brace / i-Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace sae NanS'¢e Na0 Spacing 1x4or1xS 10d B'oc. 2x4 or 2xS or W 16d B' o c. Nate: Nag along entire length vf:T-Brace! I -Brace. (On Two-Plys Nail to Both Plies) alternate position `�X ' \\\-\ � SPACING WEB `I`, , Nalls Section Detail T-Brace alternate position Nast Web I -Brace NZU T-BRACE _ Brace Sae for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Sae" '" 1 2• 2xBvr 2x4 ix4 (7 T-Brace 1x4 (7 I -Bra 2x6 US (7 T-Brace 12xB 1-Brace 2x8 W T-Brace M I -Brace Brace Sae for Two,. ty Truss Specified Continuous Rows of Laterai Bracing Web Sae 1 2 2a or 2x4 2x4 T-Brace � 2x4 I -Brace 2x6 • M T-Brace M 14erace M M T-Brace M I -Brace T-Brace / 1-Brace must be same species and grade (or better) as web member. (') NOTE If SP webs are used In the buss,'I x4 or US SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP Inss lumber grades up to #2 with 1X bracing mafa A use IND 45 forT-Brece/1-Brae For SP truss lumber grades up to 41 with DC bracing material, use IND 55 for T-Bracell Braa Job Imss 1russ lype ply —1 Temnw-Clas4010 Al ROOF SPECNL 1 1 Jab Reference (national). aaWaera TnM. FL F10rLe, rL..:16Y01 Sx5 = 5x5 = 4 6.00 12 2x4 \\ 3 NOP2X STP= Dead Load Deft - SM6In 5x5 = 5,5 = US = Us T�10 /Av 3x4 It 11 '7 2x4 II 2� / U \�& U _ \NW _ 4" 18 17 16 15 74 13 12 4x7 = 3X5= 716= Us 3x5= 3x6= NOP2X STP= 4x6 = 5x5 = &3-0 184-O 7-0 27-0-0 3fi-10-0 4'2-0 6.3-0 l 8.1-0 630 I 411-0 ( 940 l 14 i Plate Offsets MYI- r2'a5-9.0-1-5t r4:0-2-80-241 r9:0-2-80-2dt I10:0-2-80-1-81112:0-2.8.0.2.12t 119:0-2-3.0-1-01 LOADING(pst) SPACING- 240-0 CSI. DEFL in (Ico) 8de6 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 034 17-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vat(CT) -0.5217-18 >999 180 BCLL 0.0 Rep Stress Ina YES WS 0.86 Horz(CT) 0.17 12 nla We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight286lb FT=20% LUMBER- BRACING - TOP -CHORD 2x4 SP No2'ExcepV TOP CHORD T1,T3: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 `Except* BOT CHORD B2: 2x4 SP No.2 WEBS WEBS 20 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No3 REACTIONS. (size) 2=0-8.0 (min. 0.1-13), 12=0-80 (min.0-1-11) Max Herz2=289(LC 8) Max Uplifl2=-616(LC 8), 12=558(LC 9) Max Gmv2=2174(LC 1). 12-2023(LC 1) FORCES. (lb) - Max. CompJMaz. Ten. -All forces 250 (Ib) or less except when shcwn. TOP CHORD 2-3=3758I1021, 34-"52711006, 4-5=33651952, 5&=2836/793, 6-7=28101802, 74I=31451892, 8.9=20211660, 9-10=2315/692 BOT CHORD 2-18=1068/3254, 17-18=8242W, 16-17=91=99, 15.16=68913156, 14-15=-6372703, 13-14=-6372703,12-13=-025H560 WEBS 3.18=-XIM113, 448=157/462, 4-17=2361956, 517=641268, 5-16=13321515, 6.16=5122022, 7-16=12061461, 7-15=534254, 8-15=-219/805, 8-13=12437J53, 9-13=1511731,10-13=1121671,10-12=23591653 Structure] wood sheathing directly applied or 3-0-2 0o puriins, except end vertimis. Rigid ceiling directly applied or 6-2-6 oc bracing. 1 Row at midpt 5-16.7-16.8-13.10-12 NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst; BCDL=5.Opsf, h=1M Cat. II; Exp, C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pal bottom chord live load nonconanem with any other live loads. 6) Provide mechanical connection (by others) of truss to basing plate capable of withstanding 100lb uplift atjoint(s) except (It -lb) 2=616. 12=558. LOAD CASE(S) Standard le ¢i 3 f PE 7fl= %1 �\ ATE CTF� 4Q �� Jet) I was I Was Type Tatum-Oassipgl A2 ROOF SPECIAL 1 1 Job Reference (optional)_ aamiem loss, 5x5 = Dead Load Dell. = 114In 3x4= 4x8= 4x8= 3X6= 3xa= 4x8= 2x411 3>8 = 9.24 18-23 25-73 34-11.8 37-2-2 ' 9-24 1 9-04 h 7Se 12-2-101 f� Plate Offsets (X Y)- 12:088,0-0-91 13:0-2-8.03-41 14:0.2-8.0.2-41 19:0.2-8.0.2-41- M 7:0.2-8 0.1-01 112:0.2-00.1-121 113:0.1-12 0.1A7,115:0-2-0.0.2-01,118:0-2-3.0.1-01 LOADWG(psl) SPACING- 2-0-0 CSI. OEFL. in Qoc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.18 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.4215-17 >999 180 BCLL 0.0 Rep Stress Ina YES WS 0.63 Herz(CT) 0.09 11 n/a nla BCDL 10.0 Code FBC2017fTP120l4 Matrix -MS Weight 260 lb FT= 20% LUMBER- BRACING- TOP,CHORD 2x4 SP No.2•Except• TOPCHORD T2: 2x4 SP M 31 BOT CHORD 2x4 SP No.2'ExcepC BOT CHORD 01: 2x4 SP M 31 WEBS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left, 2x4 SP No.3 REACTIONS. (size) 2--0-&0 (min.0.1.8), 11=0-10.9 (min.0-1-15) Max Horz2=416(LC 8) Max UpIi62=527(LC 8), 1 1=-038(LC 9) Max Grav2=1815(LC 1). 11=1662(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (Ib) a less except when shown. TOP CHORD 2-3--2991/827, 33=27391825, 4-5=21611654, 5-6i-25071811, 6-7=1934/567. 7-8-16791478, 8-9=459/158, 9-10=541/149, 10-11=16811417 BOT CHORD 2-17-10132573, 16-17=71012009,15-16=7102009, 14-15=-056M573, 13.14=-45611573,12-13=-304/1180 WEBS 3.17=-434/341, 4-17=2231626, 4-15=-521d20, 5.15=1362/518, 6.15=54211413, 6-13=1661484, 7-13=1060/370, 8-13=2811996, 8-12-1442/417, 10.12--335/1463 Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. Rigid ceiling directly applied orb-11-13 oc bracing. 1 Row at midpt 10-11. 5-15. 6-16, 7-13. 8-12 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=160mph (3second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=161t; CaL 11: Exp C. End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Pmvide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This thus has been designed for a 10.0 psf bottom chord live load nonconeunent with any other I'm loads. 6) Provide me6banical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except &-lb) 2=527, 11=438. LOAD CASE(S) Standard \��. 3 f PE Oft\ ATE �\1 //\\ /iqRII11�G ion InUaS Iruss lypo ply Tacoma-das l At Roof Spedal 1 1 Job. Reference tonal .lWa1d11 I mn. rL Vl ,rl. x1 MCC alwa Mffi eN�wrnllL o.t.�uamar acu,am„ex n,puau,�uv: ID:fzRvGRVJaO37WfORkOlRzgz?mRu-vASyAOdIWTeduFIYmGEGdsWilgr6wa44M�J0 UII ]&N -2-0e SF11 167A 1 tbt 2a2A 92-7A 7 2&11A ,3ataa, 34-1Pe 3S5re, 4r-�F 2x4 = 316 _ Dead Load Dee. = 3116 in 5x5= SxS= SxS= 6x5= 20 II 2011 8 9 70 11 3x8 c we 6.00 72 6 1213 75 16 31A p yr6 p 5 12 5 n 3x4 G 4 0 1 d 3 4 r NOP2X STP= W13 2x4111 2 1R "4 4 21 r$I� silo =22 5x6 = a 29 28 27 26 25 9x6 = 20 19 17 Us 2x411 3,6 2x4112.411 2x411 NOP2X STP= 5X8 2x4 11 2x4 = 2x4 It 4x7 = fi+tt ta7A 1&tA 1i60 237A ]14V0 ]5.58 A488 sal 7-toe 1 st7-e ore o4A Plate Offsets (X,Y) - [2:0-6-12,Ob9), [6:0.2-8,0-2-4], [9:0-3-0,Edge), [11:0-2-8,0-2-0]. [14:G-2-8,0-2-121, [14:0-0-6,0-1-111. [18:0-2-0,Edge], [21:0-2-12,0-2-8]. [22.0.2-0,0-7-8), 124,0-M 0-2-01 r27'0-1-8 0-2-01 [30:0-23 (-1-01 LOAD_ING(psi) SPACING. 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.72 Ved(LL) 0.16 23 >999 240 MT20 244I190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.3322-23 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.85 Horz(CT) 0.11 18 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight 2841h FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.8-3 oc purims, except BOT CHORD 2x4 SP No.2 *Except- end verticals. Bt: 2x4 SP M 31. B3,B5,87: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except WEBS 2x4 SP No.3 1 Row at micipt 15-18 OTHERS 2x4 SP No.3 WEBS 1 Row at micipt 7-24.11-21 WEDGE Left. 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min.0-1-8),18=0-3-8 (min.04-15) Max Horz2=432(LC 8) Max Uplift2=505(LC 8), 18=-Ml (LC 8) Max Grav2=1737(LC 1), 18=1649(LC 1) FORCES. Qb) - Max. Comp.IMax.Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2.3=25351763, 3-4=24891693, 45=2416/Tt0. &6=22471694, 6.7119491673, 7-8=16041486, 9-10=108266,10-11=15881503,11-12=-W241,12-13=782213, 13-14=773212, 14-15=740200 BOT CHORD 2-29=98812444, 28-29=9882444, 27-28=9882444, 6.24=-1111612, 23-24=-61311892, 22-23=513/1892, 21-22=28511059, 13.21=513210, 15-18=14351374 WEBS 3-27=-3291197, 544=326206, 24-27=7682l l5, 7-22=594/355,11-22=-307/986, 11-21=870279, 15-21=-406/1614, 8-10=18441560 NOTES- 1) Unbalanced mot live bads have been considered for this design. 2) Wind: ASCE 7-10; VuIr160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, SCDL=S.Opsf; h=16ft; Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water podding. 4) All plates are MT20 plates unless otherwise indicated. 5) This buss has been designed for a 10.0 psf bottom chord live load noncencum nt with any other We bads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oinl(s) except (Y-Ib) 2=505. 18=391. LOAD CASE(S) Standard �xGENS+F:`���� PE 7W-51 %3 ` TATE F ` CJ RZz D p\�� i���Fss/OVAL ox \\�N russ IMw lyps jJob TammaClasst04 A6 Pa special 1 t Job Reference (optional) __._.. ..-.-... -..... _.--�. -20ID:fzRvGRVa037wfORkOlRgmRNMOKOMeWbR2gnv31_nTAn1p16Kuvvm0aU6 26-P+�S351 6W M r 4B MTMHS= Dead Load Deft. - 5M6 to 2x4 II &KNE 12 _. Z3 4x6 = 5xa = E=- 22 2M II 5,8 = 5,5 = 8 5c5 = 9 al-M I 17 16 .t5 13 2011 NOP2XSTP= 2x4 11 2t4 II 5x7 o/ 2x4 = 2x4 II 4x7= LOADING(psi) SPACING- 2-0-0 CSI. DEFL in Qoc) 0de6 Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.22 20-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL I 125 BC 0.84 Vert(CT) -0.53 20-21 >796 180 MT20HS 1871143 BCLL 0.0 Rep Stress Inr YES WB 0.78 Hom(CT) 0.11 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight27111b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x4 SP No2 •ExcepC 81: 2x4 SP M 31, B3,B6,B7: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP N0.3 OTHERS 2x4 SP N0.3 WEDGE WEBS Left: 2x4 SP No.3 REACTIONS. (size) 2=0.8.0 (min. 0-1-8), 14=0-0-8 (min. 0-1-15) Max Hmz2=416(LC 8) Max Upldl2=506(LC 8), 14=383(LC 8) Max Gmv2=1737(LC 1), 14=1649(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=28331764, 3,4=-2394/663, 45=2310/686, &6=2029/641, 6-7=1732J629, 7-8=1180/372, 8-9=1174/385, 9-10=1399/388, 10-11>593/144 BOT CHORD 2-25=9662437, 24-25=9662437, 23-24=9662437, 6-21=521477, 20-21=-470/1564, 19-20=149/609,18-19=149/610,10-18=-14481413,11-14=-1506/366 WEBS 3-23=432242, 5-21=-469266, 21-23=7232047, 7-21=186f389, 9-2D=-9W402, 10.20=1967774,11-18>388N593, 7-20=830f361 Structural woad sheathing directly applied or 2$14 oc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. Except 1 Row at midpt 11-14 4 4 oc bracing: 10-16 1 Row at mtdpt 7-20 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10: Vint=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; End., GCpF0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates am MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift stjoim(s) except at --lb) 2=506, 14-383. LOAD CASE(S) Standard N\pN--LE9i f PE 71 l] �\ ATE ORIV S/01VAL St �, \\��� Job nos 1russ lype 7amme-Classc4 As Root spedal 1 1 Jab Reference(aptlona0 3xa = 9 v 4x6 = sa = 316 = Sx5 = 5.5 = 2t4 = 9 10 24 II 5x8 = axa = 10 2w II 15 NOP2x STP= 2r4 II 2.4 = 4x7 = wu &1� M, leae P4]A e1$0 311a 0448 I s1a I sii3 I sns I szs I rse E sn�a o 410 Dead load Dag. = 3M6 in 1 49.1 Plate Offsets pLY)- I2�a6-8.�e], I7:0.2-8,0-241. I9:0.3 O,Edge], (12:0.2-0,0-2-8], I72.•0-0-0,0.1-12], [16:0-2-0,Edge]. (19:05-12,0-2-8), 121:0-2-12,0-3-01, [23:04-0,62-0], f26:0-2-3,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loo) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.16 20-21 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.79 Vert(CT) -0.312D-21 >999 180 BCLL 0.0 Rep Shaw Ina YES WB 0.77 Horz(CT) 0.10 16 n/a n/a BCDL 10.0 Code FBC20171rP12014 Matrix -MS Weight 276 lb FT=20-A LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 •Excepr TOP CHORD T5: 2x4 SP M 31 DOT CHORD 2x4 SP No.2'Exwpr BOT CHORD B1: 2x4 SP M 31, B3,B5,87: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 WEDGE Left 2x4 SP No.3 REACnONS. (size) 2=048-0 (min. 0-1-8),16=0-3-8 (min. 0-1-15) Max Hom2-403(LC 8) Max Uplifl2=-489(LC 8), 16=380(LC 9) Max Gmv2=1737(LC 1), 16=1649(LC 1) FORCES. (lb) - Max. CompJMax. Tan. -All forces 250 0b) or less except when shown. TOP CHORD 2.3=28341729, 34=23951623, 45=2299/647, 55=20241603, 6-7=19631710, 749=13251443, 8-0-1091331,.10-11=1501/445,11-12=933230,12-13=-808I179 BOT CHORD 2-25=9222437, 24-25=9222437, 23-24=9222437, 6-21=268224, 2D-21=-40811502, 19-20=1781807,1149=917284,13-16=16B0/422 WEBS 3-23=445251,521=470260,21-23=5952002,7-20=498240,11-20=171/706, 13.19=287/1291,8-10=1544/521, 7-21=-473/1026 Structural wood sheathing directly applied or 241.0 oc purims, except end verticals. Rigid wiling directly applied or 6-" oc bracing. Except 1 Row at midpt 6-21,13-16 1 Row at midpt 7.20. 8-20 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsY, BCDL=S.Ops , h=16ft; Cat II; Exp C; Encl., GCpl=0.16; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Al plates are MT20 plates unless otherwise indicated. 5) This buss has been designed fora 10.0 psf bottom chord live load nonconcumerd with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at)oint(s) except at -lb) 2=489, 16=380. LOAD CASE(S) Standard �4� ��CENSE,•�����i f PE 7W.54 ATE CJF M ORIV �11/s1&10 Ai 1StX \��\ Nss N59 ype y Temmad9azs1ogl As Roof Scadal 1 7 nam Tm" t e. wm.., a .taocl _ M Joh Reference L. it orl ID..,....,,,a,..o. ID.izRvGRVJaO37wfORkOIRxgYlmRum70OgrDw[O6VZUkdihP6o LBrrypA7iN21 UIE 8-1a-0 12-1-7 1'/-10e 21-zd z3Lts 4-io-1 3b1 o-t3 9a10e a 6.10-0 5A6 349 QE 16a B-0a 311d 418 6x6= - Dead Load Deft. = 3116In 4x6 6x8 = 8 9 2R8 II 6 6.00 12 5 US Q _ 3x4 G 4i5 10 4x5 4 zxa II 4m = 2x4 11 5.5 = 1 1t 12 1 2 p 2 d QQ 6 73 B d 2fi 27 22 5 x6 — bx4 W14 s n Sx8= 15 5.741 73 23 23 21 20 3x8 = 16 75 4z5= 2x411 316= 2x4 11 2.411 NOP2X STP= 5x6= 2.4= 2x4 11 tO12 4x7= . 14 Dp8 Bta0 tbl-0 J-13 (�I 241613 90.1 b19 3 104 3r2 PEB-�3P5 53617 1-0-0 Plate Offsets (XY)— [2:0-2-0,0-2-0], [6:0-2.3.Edge], [7:03-0.0-2-8). [&D4-0,0.3-8].[9:0-3-0.0-2-7), [14:o-2-0,0-"], [17:04-12,034), 119:0-2-12 G-3-0]. [21:0-1-12,0-2-4], [25:03-0 .0-0-01 [27:0-2-0.O-1-Bt LOADING44 SPACING- 2-0-0 CSI. DEFL. in (hoe) Udeft Lid PLATES ' GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.15 19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.93 Vert(CT) -0.3418-19 >999 180 BCLL 0.0 Rep Suess [nor YES WB 0.73 Hom(GT). 0.07 14 n/a We BCDL 10.0 Code FBC2017ITP12014 Matra -MS Weight286lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-6 an pudins, except T4,T5: 2x6 SP No2 end verticals. BOT CHORD 2x4 SP No2 'Except* BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. B2: 2x4 SP M 31. 85,87,B9: 2x4 SP No.3 WEBS 1 Row at midpt 7-18, 24-27 WEBS 2x4 SP No.3 REACTIONS. (size) 26=0-10-9 (min. 0-1-13), 14=038 (min. 0-1.15) ' Max Hoa26=162(LC 8) Max Up8626=470(LC 8), 14=3W(LC B) Max Gmv26=1555(LC 1), 14=1620(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forms 250 (lb) or less except when shown. - TOP CHORD 2.3=-1997/514, 34=21861568, 45=-1941/595, 56=15731569, 6-7=1637/588, 7-8=-12461428, 8-9=118SM37, 9-10=14131447, 10-11=9381257 BOT CHORD 25-26=7992142, 24-25=332/1269, 2-25=22911017, 2324=-0392127, 22-23=6602148, 21-22=6602148, 5-19=701450, 18-19=411I7492, 17-18=194la28,10-17=942286, 11-14=7505/360 WEBS 25-27=-614/1852, 3-27=1116/400, 3-21=3301117, 4-19=3921182,19-21=59311905, 7-19=1511393, 7-18=846/366, 9-18=184/569, 10-18=1041517,11-17=J0611307, 2-26=22261660, 24-27=-23201675 NOTES. 1) Unbalanced mof live loads have been considered for this design. 2) N7md: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=S.Opst BCDL=S.Opst h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pal bottom chard live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift atjoint(s) except at —lb) 26=470. 14=368, LOAD CASES) Standard PE 7�r;15,7 �`.JAI Of- RID i���Fss/o��I�NG\\\��� job nrss I ruse iype w ply Tama-Classiogl n7 110019pedvl 1 1 Job Reference (op6onall Swgwxn buss, FL PImm, FL, U01 Q8� 65d 1353 189-10 19-08-0239s-Mar-92426-0g8230s M2e&G9OMl9WTeBlSe 'a1122118 al 10:zRvGRVJaO37wfORkO1R:gY1mRu-GBGrEkhT iIx Tue Apr 91 fWNNJDM4cqUID 33-2A Wit 1 7-0e 3i-7 �2-24i 1 5b-0 1 4-0-0 1 3�1� 0-BA9-BA US = i3x4 = 2x4 If NOP2X STP= 4x7Ti I 1QID1 m 21 20 2x411 3x5= 6.00 F12 bx6 = ix4 If 3x4 3.8 = 1x4 11 1x4 II 40 = 4x4 = 6 07 = 7 3x4C 6 30 1 1x4 11 9 10 a 1 3 W12 16 3x4 = 11 14 13 2x411 NOM STP= 2x4 = W II 3x7 = Od 8 332-0 01rTa-11 1 1�1 1460-00 11 z F 13358 3$9_$ oao w-a Dead two Dell. =1/8In Plate Offsets (X.YF f2:0-2-8 0-1-81. 13:OJd.O-2<7 14:03-0 0-2-01 f6:0-2-0.0-2-01�:0.5-4.0-2-01, f12:0-2-0 0-1-81, f15:0-58 0-2-01 120:0.1-12,0.1-81 LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.51 Vert(LL) -0.08 19-20 >999 240 MT20 244/190 TOOL 15.0 Lumber DOL 125 BC 0.84 Vert(CT) -0.21 19-20 >999 180 BOLL 0.0 Rep Stress Ina YES WB 0.83 Hom(CT) 0.04 12 We We BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight 268 lb FT=20% LUMBER- BRACING - TOP. CHORD 2x4 SP No2 `Except TOP CHORD T2 2x4 SP M 31 BOT CHORD 2x4 SP N0.2 *Except' BOT CHORD B2,85,B7,F2:2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 22=0.9-8 (min. 0-1-12). 12=0.7$ (min. 0-1-12) Max Haz22=97(LC 5) Max UplifI22=431(LC 8),12-321(1-C 9) Max Grev22=1479(LC 1), 12=1479(LC 1) FORCES. 0b) - Max. Comp./Max. Ten. - AO forces 250 (Ib) or less except when shown. TOP CHORD 23=1646/403, 3-4=1737I460, 45=14631484, 5G=-14271447, 6-7=12761430, 7.8=1176/341, SA=-M220 BOT CHORD 2-22=-15261528,19-20=512/1694,18-19=-38811485,17-18=-38811485, 1617=190/986, 15-16=147f726, 8.15=-027217, 9-12=1396/352 WEBS 2.20=-54511980, 3.2(1=1037f400, 3-19=273N23, 4-18-471388, 5-17=7151316, 6-17=-021353, 7-16=323/144, 8-16=1111507, 9-15=23211147, 7-17=1971597 Structural wood sheathing directly applied or 4.2-9 oc pudins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing, Except 8-2.9 oc bracing: 19-20 9-5-7 oc bracing: 17-19. 1 Row at midpt 3-19. 7-16 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) WoW: ASCE 7.10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=S.Opst BCDL=S.Opsf, h=168; Cat 11; Exic C; End., GCpl-0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live lead nonconanrent with any other live loads. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100lb uplift at)oint(s) except (jt=Ib) 22=431. 12=321. LOAD CASES) Standard N \N�Q . \CENg�.`���i f' PE71 G �,'ATE ur- q1 illr�� j�.e\`` ORID iZ�iFss�oI�NG\\\\\\ TaareClessfogl A9 RONSperJal 1 1 Joh Reference (optional) 3x7 = 4x4 = 2x4 II NOP2X STP= 1 2 2X4 rw¢oRvGRVJ Q37wfO kOlRz z?mRu-s,am„m50k—LW,,,w ID:hRvGRVJa037wFORkOIRzgz7mRu-kKgDR3L9VDld_piu1J9UXCx92gFSTTSOp9 UIC 7-8-11 1 304 1 34-7 '1 2-z-0 i 4-9e 1 4-90 �zao f 311� 4x4 = 6.0012 4x4= 40 =6g� Us= 19 314 = 4x4 = a 3X4 Q aw s W12 Dead Load Dell. = Will In 22 21 18 17 2x6 11 Us 3x8 = aw = 3X8 3x8 = 15 14 12 1x411 W 11 IX4 11 2X4 11 NOP2X STP= IA 11 214 = 2x4 II 3x7 = e 9-9 3i2-0 06& aS3 85J lobe 17d0 21-BO 284e xe-oa � zoo 1 1nt-1a 1 ai�F W zoo 1�� 4$O l zoo 1 ens M W Plate Offsets OLYI— 13:0-3-0.0.2-41. 113:0-2-0:0-1-81 f16:0.5-8.0-2-0), 121:0-1-12 0-1-81. f22:030.0.1-01. I23:0.2-0.0-0-01 LOADING(psf) SPACING- 243-0 CSI. DEFL in (loc) 0tlell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(U) .0.16 17-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 SC 0.87 Vert(CT)- -0.3717-18 >999 180 SCLL 0.0 Rep Stress Ina YES WB 0.72 Hom(CT) 0.06 13 We We BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight 274 lb FT=20% LUMBER- BRACING - TOP. CHORD 2z4 SP Ne2 ' TOP CHORD BOT CHORD 2x4 SP No2 *Except' B2,B5,B7,F2: 2x4 SP No.3 BOT CHORD WEBS 2X4 SP No.3 WEBS REACTIONS. (size) 23-0-3-8 (min. 0.1-12). 13=0-3-8 (min. 0-1-12) Max Hoa23=82(LC 9) Max Uplig23=421(LC 8). 13=-337(LC 4) Max Grev23=1479(LC 1). 13=1479(LC 1) FORCES. (lb) - Max. CompWax. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 1-24=180rM. 2J=16471419, 3-0=-17771478, 4-5=15491453, 5-6—16791452, 6-7=14891426, 7-8-9211304, 8-9=-1063rJ23, 9-10=-856239 BOT CHORD 2-23=16781637, 20.21= 45511674,19-20= 42011699, 18-19=42011699, 17-18=309H320, 16-17=1617715, 9-16=8831187,10.13=140Bf369 WEBS 2-21�471N879; 3-21-9171340, 3-20=263199, 4-20=1401567, 5-20=-0481110, 5-18=645292, 6.18=1081499, 7-18=971348, 8-17=561276, 9-17=1211636, 10-16=25111132, 7-17=792260 Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-" oc bracing, Except- 8.7-8 oc bracing: 2D-21. 1 Row at midpt 7-17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wmd: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=5.0psF BCDL=S.Opsf, h=160; Cat 11; Exp C; End., GCpi-0.18; MWFRS (emrelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent hater ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This lass has been designed for a 10.0 pal bottom chord live load noncencurrem with any other live Toads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except at --lb) 23=421, 13=337. LOAD CASE(S) Standard f PE 7�Q1 %7 JOB ius5 Imss lype y Tamma,t cgl A9 Roei SpBtial i 1 Lb Reference o tlonal aouvwn Truss; K rx . r Nuvr -' - Run:8230 s Mar 92019 Rant 8230 a Mar 92019 K4T" lMusblas, Im•. Tue Apr 91a3t:162019 Page 1 ID:fzRvGRVJa037wfORkOIRzgYlmRu-r-WObePyWrLbzzHaOlcg01 k03hW Oy_KeduAu92SUIS e&E 641 tR410 M. 9 9a 2eai-0 3x-6a aa-2A aae � so-s -� M. I s-s-e I e-so 1 ana �s� 3.6 = 314 = 6.00 12 sza= 1x4 II axe; zx4 II 2c411 410 1x411 3x4--314=1 3xe 13 1x4 II 2c4 II lu 12 NOP2x STP= 214 = 2x4 II 3x7 = 088 a M n.1,e, eat 1050 1500 rsa ]sza axle 32-98 WTI a nil ar-0 ITe I�zs. 1 Stta oiti'rd Dead Load De1L -114 in Plate Offsets (X,Yi- 12:0-2-8.0-1-81 I4:0-5-4.0-2d1 17:0.3-0 0-1-81 %1:0-2-00-1.81 fl4:OS12.0-2-01 115:0-1-12.0-1-81. rl8:0-2-8.0-2-01 LOADING(psf) SPACING- 24)-0 est. DEFL. In Qoc) Well Lid PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.66 Vert(LL) -0.16 15-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.39 15-17 >970 180 BCLL 0.0 Rep Stress Ina YES WB 0.66 Harz(CT) 0.04 11 No Na BCDL 10.0 Code F13C2017frP12014 Matmr-Ms Weight2451b Fr=20% LUMBER- BRACING - TOP -CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except' B2,B5,B7,F2: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP N0.3 REACTIONS. (size) 20b-3.8 (min. 0-1-12), 1 1=11M (min.a-l-tz) WEBS Max Harz20=79(LC 9) ' Max Uplifl20=453(LC 4), 11=397(LC 4) Max Gmv20=1479(LC 1), 11=1479(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=12931418, 3-0=12931418, 4-5=-22251661, 58=15821522, 6-7=15821522, 7-8=-860f273 BOTCHORD 2-20=14911513,17-18=51011950,16-17=-053M686,15.16=45Wl6S6, 1a15=2011745, 7-14=-800284, 8-11=14041423 WEBS 2-18=51611721, 3.18=-067266, 4-18=885223, 4-17=-6281302, 5-17=23Bf835, 8-15=-5391311, 7-15-333I1181, B-14=30311138 Structural wood sheathing directly applied or 3-9-2 oc puffins, except end verticals. Rigid ceiling directly applied or 10." 0o bracing, Except B-2-4 no bracing:17-18 B-7-12 oc bracing: 15-17 6-0-0 no bracing: 12-13. 1 Row at midpt 4-18. 5-15 NOTES- 1) Unbalanced root five leads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF SCM-5.0pst. h-16f ; Cat 11; Exp C; End., GCpf=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumEm with any other live loads. 6) Provide mechanical connection (by other:) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except rib) 20=453. 11=397. LOAD CASES) Standard \\\\1\111I I III/��� N��\ \P- 3 /' PF 7R0.. ?.l ATE dF 1 % ORID N i//iFss/oNA„0�G\\\��(y �i Nss Inuss lype ty Tecoma-classiogl A10 Rcor Special Grtler 1 1 Job Reference Donal uwuom ,.w ,rc r,mv.,r�, urea, -. - rcun:aeausmarabulermc zgehnRU-8vVaxnnnxblCHRRYc469 elu:sr:]5�111s 1 ID.izRvGRVJa037wfORkOIRzgYhnRu-0vVM35W2TbICHRRX9Ls69 l3SCuv8II UI9 oae s7d ] 1os+o I r3od I o-lo-u ( W2 1 aoed I sazd aa-e alas sz-+o 2-z-a s+o-+4 ssz s+ao zed 34 = 3x4 = 2x4 II M. 6.00 12 4x4= 3x4= 3x4= 4x10 G 3x6— 2221 20 19 2x4 It 3+6 3x4 3x4 = 18 17 3x4 = 3x4 = Dead Load Dell. =118 in ax7= 4x4,1 10 II 12 13 16 15 4x4 = NOP2X STP= 2x6 = 2x4 II 5x4 = a a8 332d taab 13ad 1--- I4e0 308d 3P-663]ae e4b� M08 I 4�1 2-�-] 11114 I saz I shoo I 1-11�OA 4r01 aaa a-e Plate Offsets MY)— [2:0-2-0,0.1-81. [4:0-7-0,0.1-0]. 15:0-2-0,0-2-0]. [10:0-5-0,0-1-12]• 111:0.2-0,0-1-121, [14:0-2-4,0-"], [16:0.2-0,0-1-8], [17:0.1-12,0.1.8], 120:0S72,0-1.81, [23:0-2-0.0-2-81.124:0-2-0.0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in Qoc) Udeft Ud PLATES GRIP TCUL 20.0 Plate Gdp DOL 125 TC 0S2 Vert(L-) 0.12 22 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 SC 0.56 Vert(CT) -02319-20 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.80 Harz(" 0.02 14 n1a We BCDL 10.0 Code FBC2017rIP12014 Matrix -MS Weight 253 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2'ExmpY B2,B5,B7:2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOPCHORD BOTCHORD WEBS REACTIONS. (size) 26=0-M (min. 0-1-13),14=03-8 (min. 03-6) Max Horz26=29(LC 9) Max Uplift26--470(LC 4),14=1077(LC 4) Max Gmv26=1532(LC 1), 14=2882(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or Iess except when shown. TOP CHORD 2.i--1376/428, 34=23121695, 4E=-6621190, 4-5=-1863/570, 5-7=1724/540, 7.8=18291611, 8-9=18291611, 9-10=1456/519, 10-11=-685269 BOT CHORD 2-26=1521/514, 23-24=40011376, 4-23=1102/377, 19-20=56511629, 18-19=-473/1456, 17-18=473/1456, 16-17=211/586, 14-15--325/762, 11-14=20187719 WEBS 2-24=554/1860. 3-24-11591437, 3-23=35211218, 6-23=37011271, 6-20-5421219, 5.6=1431685, 20-23=-48811801, 7-20=284/122, 7-19=312/217, 9-19=211/567, 9.17=-855/403,10.17=45811311,10-16=956/483, 11-16=-65511828 Structural wood sheathing directly applied or 3-68 oc pudin, except end verticals. Rigid ceiling directly applied or 7.10-7 oc bracing. Except 1 Row at midpt 11-14 10-" oc bracing: 21-23 1 Raw at midpt 7-20 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph: TCDL=5.Opsf; BCDL=5.OpsY h=16ft; Cat II; Exp C; End., GCp]=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preverdwater pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at -lb) 26=470, 14=1D77. 7) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 7301b down and 375 lb up at 30-5-4, and 715 lb down and 312 lb up at 32.3-12 on bottom chord. The designlselection of such connection device(s) is the responsibility of others. 9) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). LOAD CASE(S) Standard Lumber Increase=1.25, Plate Increase=125 N\�\\� 1)Dead+Roof Lfire Uniform Loads `�sb� ��GEN Vero 1.4--=70, 4-5=70, 5.10=70, 10-12=70, 28.27=20, 23-25=20, 21-22=20, 1s21=20, 13-14=20 PE 7 Continued on page 2 1 1 1 ATE F job Imm N65 II{le Tam-wca=G4 Ala ROW apodal Geder 1 7 Job Referee. o V.l LOAD CASE(S) Standard Concentrated Loads Qb) Vert 15=715(F) 16-730 fl Run BMOC M UZ IUPan SMOaN szols MITWtIaaYatn9a, I= TOa 91R31:19 Z019 a2 I0:BRvGRVJe037wfORkOIRzgY7mRu4WM35kz2TbICHRR)Lq% TKB&SOuvB>2 U19 Nx 3 !- PE 7Rf.)rT1 ?7 ATE job Iniss Iwo Tacwl-cws sl fit ROOF SPECIAL Job Refemnce(Optional) aowimn rnsv,r�r,mm, ram, seaar.^ ..-fzR:aewa Q37wfOkOIRgz?mRu s�urPJcpm awtSs, ue erw», <a,a ID:fzRvGRVJa037vdORk0l Rzgz7mRuc53kHRlcpmj9gQ0e5sO5eN kNzBcW2NdoNWz UIB bid 1,-0-0 1580 71.7-0 36160 352.7 3450 4380 49-zM7-z-0, r sa-0 1 4$e 1 aaa 1� aaa 1 a+7 1 43A ) az-0-aoz-0a 6x5 = Dead toad Dee. = 318 In 6.00 ,2 5x5= 5x5= 2 3x5 = Sx9 = 5x5 = 8 ass 4x5 c 1 W W5 W7 9 a 4"' • 3x4 II ,7 10 W 9 �� 2x4 If N Sal „ 22 21 20 19 18 17 75 5 — I NOP2xSTP= 4x8= 4,8 300= _ x II 3x5 11 3x5= 2x4 11 2x4 11 2x4 11 2x4 11 13 12 2x4 II 2x4 II 3x4 II 2x4 11 3x5 11 64-0 75$0 22-7*0 2730 40.2-0 4345-0 45-2-0 e-0-0 1 94-0 1 &17.0 1 4-8-0 1 12-11-0 jr00 Plate Offsets (XY)- (1:0-2-.0-1-12], (2:0-2-8,0-2-41,14:0-21,0-2-81, (6:0-5-4,0-3-01, [7:0-2-8,D-24], [12:Edge,038], (14:0-2-12,03-4), 121:G-2-lZG-2-0], (22:0-2-12,0.1-8j, (23:62-3 .a1-01 LOAOING(psf) SPACING- 2-0-0 CSI: DEFL in Owl Well Lid PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TO 0.91 V@d(LL) 0.24 16-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.97 Vert(CT) -0.6016-18 >901 180 BCLL 0.0 Rep Stress Ina YES WB 0.90 Horz(CT) 0.30 12 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 318 Ib FT=20% LUMBER- IBRACING. TOP CHORD 2x4 SP No2 -Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. T3,T4: 2x4 SP M 31 BOT CHORD Rigid Ceiling directly applied or 2-2-0 oc bracing. Except SOT CHORD 2x4 SP No2 *Except* 8-10-0 oc bracing: 14-15 B4,F2: 2x4 SP No.3, B3,132: 2x4 SP M 31 8-11.0 oc bracing: 15.16 WEBS 2x4 SP No.3 WEBS 1 Row at Mot 3-21, 4-18, 6-18, 6-15 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size) 22-0-8-0 (min. 0-2-0),12=Mechaniml Max H=22=289(LC 9) Max Upli822--557(LC 8), 12=618(LC 9) Max Gmv22=2016(LC 1), 12=2178(LC 1) FORCES. (lb)- Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP. CHORD 1-2-2205/611, 2.3=-1897/613, 34=34881967, 4-5=28441/88, 5-6=28701780, 6-7=2998/876, 7-8=-33951927, B-9=2855/770, 9-10=26941717, 1.22=19641578, 10.12--2128/605 BOT CHORD 21.22=1211271, 20-21=-71912819,19-20=7192819,18-19=-635f3505, 17-18=764/3768, 16.17-76413768,15-16=76213771,14-15=-764/3152 WEBS 2-21=761593, 3-21=15141400, 3-19=26011098, 4-19=7121289, 4-18=13751518, 5-18=428/1884, 6-18=15511599, 8-15=12301324, 7-15=27511229, 8-14=7821252, 1-21=46311996, 10-14=5662371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (--second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsh h=16$ Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift atjoim(s) except Of -lb) 22=557, 12=618. LOAD CASE(S) Standard ( PE 7 AI Or l ,7 ////�ORID` _� 1 sNiin I11SNG\\\\\\ �` job Imss iniss lype ty TemmaClassoHl B2 RnNSpeaal 1 1 Job Reference (optional) 5x5 Dead Lead Deft.=7116 in Sx7= TA 5 6 3x5 1 6.00 72 5x5= 5x5= r7 ' 3x6 = 5x5 = 5x8 = 2 8 4x5K W5 4x6 40 a IS p 17 p 10 ` B112 24 23 22 21 20 19 16 17 II 16 11 1 J4 S4 NOP2X STP= 4x6= 4x8 MT20HS= 3x8= 3x5= 3x5 11 3x5 = 2x4 II 2x4 11 2x4 II 2x4 11 14 13 2r4 II 2x4 II 3x4 11 3x5 II 4-0-0 1341-0 21-0-0 24-2-1 32-10-0 37.2.7 43-e-p ] 4-0-0 I 9-0-0 I 7— 1 8-2-1 1 8-7-15 i 4-0-7 869 {s0 Plate Offsets (X,Y)- [2:0.2-8,0.2-41, (4:0.2-0,0.2-12], (5:0-3-0,0.2-81, [6:05-4,0.2-8], V:0-1-12,0.1-8], I8:0.1-72,0.2-12], (9:D60,0.2-8], I10:0.1-12.0.2-01, I11:0.2-15,0.2-0], r13'0-2-12 0-151 f15.0.2-12.0-0-07 117.0-5-00.1-121 r20:0.3-00-1-81 122'0-2-4 0.1-81 123:0.2-8 0.1-12) (24:0-2-12 0.1.M LOADING44 SPACING- 2-0-0 CSL DEFL in (loc) I/de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.28 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.70 Vert(CT) -0.71 17-19 >763 180 MT20HS 1871143 BCLL 0.0 Rep Stress Inv YES NB 1.00 Harz(CT) 0.30 13 n/a n/a BCDL 10.0 Code FBO2017rrPI2014 MBtdx-MS Weight 3271b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Excapt• TOP CHORD Structural wood sheathing directly applied or 2-2-12 oe pudins, except T3,T7: 2x4 SP M 31 end verticals. BOT CHORD 2x4 SP M 31 -Except- BOT CHORD Rigid calling directly applied or 6.0-0 oc bracing. 83,F2: 2x4 SP No.3, B4: 2x4 SP No2 WEBS 1 Raw at midpt 3.23.4-20.6-20.7-19 WEBS 2x4 SP No.3 JOINTS 1Breca at Jt(s): 17 , OTHERS 2x4 SP No.3 REACTIONS. (size) 24=0-8-0 (min. 0.1-11). 13=Mechanical Max Horz24=255(LC 9) Max Uphf 24=545(LC 8), 13=-574(LC 9) Max Gmv24=2018(LC 1), /3=2105(LC 1) FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2=18911512, 23=16471504, 34=-392(111027, 4-5=3068r766, 55=26591765, 6-7=-3027r798, 7.8=-0837/1325, 8.9=-4215I1107, 9-10=-06011930,10.11=28841831, 1-24=1994/552,.11-13=2056/562 BOTCHORD 22-23=75912939,21-22=945/3946,20-21=94513946,19.20-43912650, 18-19=804/3308,17-18=-604133a8,16-17-67213122, 1576=-807r2803, 10.15=629r248 WEBS 2-23=621520, 3-23=19031509, 322=29511444, 4-22=-8871310, 4-20=15571546, 5-20-2D4/906, 6-19=344/1109.7-19=1171VS06.7-17=53Wl721, 8-17=238W30, 9-17=32111547, 10.16=1117J37,1-23=-05311911, 11-15=749/2638 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=5.0pst; BCDL=5.0psf; h=16fl; Cat II; Exp Q Encl.. GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise, indicated. 5) This truss has been designed for a 10.0 pat bottom chord We load nonoonwnentwith any other live loads. 6) Refer to girder(s) for buss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=-lb) 24=545, 13=674. LOAD CASE(S) Standard N .zS,V PE 7= ' 1� ?ATE d—F � GRID �� `�NG\\\�N Job 1russ InUM lype Tamnadxass4.g1 a3 Roof Spatial 1 1 Job Reference o 8enal �•••••-••••••••.........ter.........-. -..-. - - RNI OLiVBM .—.a r,nn. — .—w 1.,Y M, I BRNVYiVRS. V,C IYB�W tlIV:JI:W {Vltl l ID:hRvGRVJa037wfORkOIRzgz7mRu-lglsvTnU6h6khulCmlxoG7g3GXLud?2V3b01 UIE 2-4-0 7-0-0 113-0 194]-0 26-2-1 34-10-0 332-7 452-0 2h-0 441-0 4-8-0 740 7-2-1 1-0-1 7.7-0 dd-7 S1t-9 Dead two Dell. = 3/8 in 5x7 = 5� _ 3x4 11 5 6 7 6.0012 5x5= SxS= 4x5 i 2 4xS = W! 5.8 = 5x5 = 1 6 W WS 4x5 a t0 W/0 1 1 / 21 20 19 18 76 5x10 — 3 4 m 7� 17 19 NOM STP= 4x8 MT20HS= 3x9 = -� 3x5 11 4x8 = US = 15 14 12 11 3z411 Us 410= 3x511 4A = 2d-0 11-e-0 t9-0-0 271 3410-0 3&2-7 452-0 944 i 7.74 ] 4.4-7 1 511-9 Plate Offsets (X,Y)— I242-8,0-2r11, [4:0-2-4.0-2-721. [8:&5-4,0-3-0L [9:0-2-8,0-2-4], (10:0-2-4,0-1-12), [11:Edga,D38], [12:0.2-12,0-2-01. I14:0-1-12 .0-2-01,116:0-" 0-2.01.117:03-6 0-1-81. rl9.0-1-12.0-1.87 f20'0�4-g 0-1-01f21:0-2-12 0-1-81 LOADING(psf) SPACING- 2-0-0 CS]. DEFL In (lac) Mail L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.78 Ved(LL) 0.24 WAS >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 12S BC 0.80 Vert(CT) -0.6116-17 >885 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.79 Hoa(CT) 020 11 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 296 lb FT=20% LUMBER. BRACING. TOP CHORD 2z4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except T3,T4,T5:2x4 SP M 31 end ver8cals. BOT CHORD 2x4 SP No2 *Except' BOT CHORD Rigid ceiling directly applied or 7.1-0 oc bracing. B1,B2: 2x4 SP M 31, B3: 2x4 SP N0.3 WEBS 1 Row at midpt 3-20, 4-17, 6-17, 8-12 WEBS 2x4 SP No.3'ExcepV W10: 2x4 SP No2 REACTIONS. (size) 21=0-8-0 (min. 0-1-11), 11-Mechanical Max 1-1e221=212(LC 9) Max UpIWQI=-528(LC 8),11=-521(LC 9) Max G2v21=2019(LC 1), 11=2019(LC 1) , FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1344/342, 23=11891334, 3-0=4454/1097, 45=34091783, 5.6=2970/r80, 6-7=3602I1031, 75=36381662, 8-9=.202116D4, 9-10=23341606, 1.21�20431510. 10-11=19561547 BOT CHORD 19.20-77110023, 18-19-106314495, 17-18-106314495,1517�4742937, 7-16=-462/384,13-14=58313081,12-13=6sa/3081 WEBS 2-20=261375, 3-20=24191647, 3-19=36011a88, 4.19=1078/322, 4-17=17391580. 5-17-1561947, 6-17-185263, 6-16=570I1383,14-16=71113162, 8.14=-682/249, 8-12-16861358, 9-12=7BI656, 1-20=-422/1815,10-12=-0642071 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft CaL II: Exp C; End., GCpi=O.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) fortruss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 21=528. 11=521. LOAD CASE(S) Standard ,;� y\GENS�.?�� �t /' PE 7snrT1 ?1 ATE Z 7 /� RID //`/�j;"9/0 I oxo \\N\ [3 job Truss Inuss lypa Ey Temna-camslogl 84 Roor Speclal 1 1 Job Reference o eonal IO:frRvGRVJaO37wfORkOIRzgz7mRu-VsJE6006t?EbJ2JPI&l1 [ CE'FLkm7Px 1' maeHzSUl4 1 t 1 7,0 I 21 12-M ( 3'0 4d7 I 45-2-0I 7972-0 5-0 3-0-0 &-0 44 4-0-0 17-0 3t1-9 1 Sx6 = 6.00 12 3x411 4xl2= `+,Pi 1 23 22 21 NOPM(STP= 2011 4x6= &A = 4x10 M120HS= 3x10 = 3x8 = .5 20 II Say = 6 leis 14 3x411 5x9= 416- 20 II Deed Load Des. =7116 in 5x5 = 45 10 ' 3 $ N f I 1� N 1 12 11 Sxe = Us 11 LOADING(psf) TCLL 20.0 TCDL 15.0 SCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 125 Rep Stress Ina YES Code FBC2017JTP12014 CSI. TC 0.90 BC 0.98 WB 1.00 Matrix -MS DEFL in Udell Ud Vert(LL) -0.30 11) >999 240 Vert(CT) -0.7319-21 >738 180 Horz(CT) 0.25 11 nia nla PLATES GRIP MT20 244/190 MT20HS 1871143 Weight 292 lb FT=20°h LUMBER- BRACING. TOP CHORD 2x4 SP No.2 •Except• TOP CHORD Structural wood sheathing directly applied, except end verticals. T2: 2x4 SP U31 BOT CHORD Rigid ceiling directly applied a 2-2-0 oa bracing. Except BOT CHORD 2x4 SP No2 -Except- 10-04 oc bracing: 15-17 B1,B2: 2x4 SP M 31. B4: 2x4 SP N0.3 WEBS 1 Raw at midpl 3-19. 8-12.5-19. 5-17. 2-23 WEBS 20 SP N0.3 -Except' W6:2x4 SP No2 REACTIONS. (size) ll=Mechanical,23=0-8-0 (min.0-1-11) Max Horz23=197(LC 9) Max UpliR11=A97(LC 9), 23=506(LC 8) Max Grav11=2029(LC 1), 23=2025(LC 1) FORCES. Qb) - Max Comp./Max. Ten. -AII forces 250 Qb) a less except when shown. TOP CHORD 23=523811197, 31=37781`795, 4-5=-03061791, 5-6=-0292f7gt, 6-7=J7131834, 748=3310f783, &9=1769/479, 9.10=20161488,10.11=20081500 , BOT CHORD 22-23=7112996, 21-22=7112996, 20-21=1200/5302, 19-20=1200/5302, 18-19=-664/3511, 17-18=66413511,6-17=23711310,1314=720/3208,12-13=720f3208 WEBS 2-21-5542633, 3-21-12751363, 3-19=21691655, 4-19>22011184, 7-17=1371560, 7-14=4852211, 1417=-584/3147, &14=-4l W40, &12=20351476, 9-12=81584, &19=.5081179, 5.17=5111187,10-12--427J1993, 2-23=348ota39 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opsf; h=161k Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard five load nonconamerd with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except Qt=1b)11=497. 23=506. LOAD CASE(S) Standard \���11111 I ilIII��� f PE 7= �` d ATE Q' � JOD IMSS 1russ lype uty Ply T.=m- las b-w 115 Rod Special 1 I 1 Job Referenoa (optional) 6.00 12 = 3x5= 3x411 5x16= 5 6 - 7 a 3x7 9 BXIO MT20f 3x4 II 1 4x12= Dead Load Deli. = W in 5x5= 3x4 ll 9 4'G = 11 F'1 �11 19 ,• u= C 14`"' ws \ S21= Sx Ix8 M20 31 NOM STP= 2x411 315= 16 15 13 12 29411 3x411 5x9= 4x6= 515= 2x4 II 45 = 5-2-0 78-0 15-0-0 21.1.8 273-0 30.2-t 35aa11-9 452-0 ao�_�._� Wd I s-I c2.7 I Plate Offsets (XY)- 13:0-0-O.Edne1, 14:0-1-8,0-"1 f5:060 0-2-81 18:0-7-4 0.1-121 112:0-2-8 0-2-121 115:03-4.0-231 117:03-0 Edgel, 121:03-0A-1-81 122:Edge•0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Doc) Ildeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 1.00 Ve"(LL3 0.41 18 >999 240 MT20 2441190 TCDL 15.0 LumberDOL 125 SC 0.64 V'_CT) -0.9219-21 >583 180 MT20HS 1871143 BCLL 0.0 Rep Stress Inv YES WB 0.80 Horz(CT) 028 12 Na Na BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weght•296lb FT=20% LUMBER - TOP. CHORD 2x4 SP No2'Except- T2:2x4 SP M 31 BOT CHORD 2x4 SP M 31 •Except- B3,F2: 2x4 SP No.3, S4: 2x4 SP No2 WEBS 2x4 SP No-3•Except• W3,W4,W10,W9: 2x4 SP No2 REACTIONS. (she) 22--0-8-0 (min. 0-1-11), 12=Medlardcal Max HOR22=92(LC 8) Max UpIi022-482(LC 8), 12=-499(LC 5) Max Grav22=2019(LC 1), 12=2019(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid calling directly applied or 7-0-3 oc bracing. WEBS 1 Row at midpl 2-22, 6.17, 8-15,10-12 FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2.3=-fi54411403, 3-4=763411691, 45=-411511016, 5-6=-011711082, 6-7=39151992, 7.8=-38901985, 8.9=-30717728, 9-10-31331686 BOT CHORD 21.22=966/3610, 20-21=-1123I4579,19-20=112314579, 18-19=-89213648, 17-18=103514117,7-17=3161192,14.15-69613174,13.14=-696f3174,12-13=-44511744 WEBS - 2-22=3981/975, 2-21=-67613296, 3-21=35661871, 4-21=72313122, 4-19=13381455, 5.19=257tl093. 518=27(783, 6-18W03247, 6-17=-4151120,15-1"7=72713246, 8.17=-7542803, 8-15=14861409, 9.15=-6491236, 9-13=1287/384,10-13=-4032010, 10-12=24931644 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu6=160mph (3-second gust) Vasd=124mph; TCDL=S.Opst,, BCDL=5.Opsf; h=16ft; Cat 11; Fxp C; End., GCM=0.18; NIWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Preide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless othenvise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrerd with any other live loads. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except (p=1b) 22-482, 12=499. LOAD CASE(S) Standard N�``\�`\PN1 t f PE 71 ATE -9-i� OR(o : �.. i,,�FS,s/oNA N �S Job truss liuss type Ta=naCJaw"I ee Roof apedal 1 1 Job Reference o tlonal .. ... ._.-.,. ue ID:fzRvGRVJaO37wfORkOlRzgz7mRu-RFO7XUpMOd1JYLTnR7WueHdlBTldl_xlZFhj UI2 Q44,8 53-0 7-2-019.1-2 1347-0 20.14I 27-3-0 2-2-1 11- 393-0 412 0 a -8 1'—�iNA: 5 0-14 1 7.1 e 1 7-13 1 41 11-1 �s41� asa 1 ss-0 Dead Load Dell. - 9/16 in 5z8 = 6.00 12 6 3x4 11 3011 i 6z12 = 4z7 i ffit4 MT20H5= g 4z5 = 1W22 29 10x14 KTMH9= 22 21 4x4 3xeMT20HS= 27 26 25 24 3x5= NOP2XSTP= 3x411 3z4 It 7xt2= 315 = 7 20 3x5 = 316 = 3x4 11 8 �, 5xa = tom= r,vc 1t 17 t6 4x12= 416 3z10 = 12 3x4 It 13 1-0-0 53-0 7-2-0, 13-0-0 20.1.9 27-3-0 32-2-1 395-0 45-2-0 1�r e-wr 1�H n_1a 1 7_�a Plate Offsets (XYH il:0-2-0,0-1-121, [3:0-7-0,Edge]. [5:0.2-12,0-2-0), [6:05-8,0.2-0], [10:0-",04.4]. [12:0.3-12,0.1.81. [1442-8,0.2-121, [15:0.2-0,0-"], [17:0.6-0,0-2 4], [1g.U-".G-2-121. [22:0.2-0.0.1-81 f23:O-5-O.Edee1. 125:0-M 0.1-121.128:0-3-O,0.3 41 LOADING(psf) SPACING- 24)-0 CSI. DEFL in Qoc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.48 20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.82 Vert(CT) -0.9819-20 >549 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.97 Horz(CT) 0.31 14 nla We BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 3D4 lb FT=20% LUMBER- IBRACING- TOP CHORD 2x4 SP No.2'Excepr TOP CHORD T2,T3,T4: 2x4 SP M 31 SOT CHORD 2x4 SP No.2 *Except` BOT CHORD B3,B7:2x4 SP No.3, B4: 2z6 SP No.2, BS,B6: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except WEBS W4,WG,W 14,W13,W8: 2x4 SP No.2, W5: 2x6 SP No.2, W7: 2x4 SP M 31 REACTIONS. (size) 29=0.8-0 (min. 0.2-6),14=Mechani®I Max H=29=155(LC 8) Max UpIM29---470(LC 5),14-=-609(LC 5) Max Gmv2g=2028(LC 1), 14=2020(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) in law except when shown. TOP. CHORD 1.29=17771418,1-2=2040/482, 23=21591515, 3d=796812010, 4-5=-8397t2146, 5-6=A62511286, 6.7=5004/1501, 7.8v-4799/1444, 8-9=-479911444, 9-10--477111437. 10-11=31941927,11-12-18041535 BOT CHORD 24-25=1191424, 22.23=1561I5586, 21-22=1171/4116, 20-21=1171/4116, 19-20=1487t5004, 9-19-439t254,16-17--872t2975,15-16=872f2975,14-15=63511804 WEBS 25-28>901I3470, 3.28=1130/212, 3-25=597811598, 23-25=141415529, 3-23=112314038, Tr22=223/1121, 6.20=-40311197, 7-20=496296, 7-19=3801106, 17-19==-W3017,10.19--8452700,10-17=726264, 11A7=446214, 11-15=16881486, 12-15-274/1353, 12.14-25441753,1-28=.6OS2.543, 522=17861532, 5.23=3943040 Structural wood sheathing directly applied or 237 oc purtins, except end verticals. Rigid ceiling directly applied or 6-3-6 oc bracing. Except 10-0-0 oc bracing: 26-28 1 Row at mldpt 7-19,11-15.12-14 NOTES- 1) Unbalanced roof live ioads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0pst,, h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance atjoint 3 =16%, joint 23 = 4% 6) This trues has been designed for a 10.0 psf bottom chord live load nonconartent with any other live loads. 7) Refer to girders) for truss to in= connec0ons. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at --lb) 29=470. 14=609. LOAD CASE(S) Standard PE 7fiGLY1 JJ \\ AI pF ' �RID _�lb ion IfUSS Iruss lype V'y Ta—classiod B7 HALF HIP 1 t _ Job Reference a Bonel i i 2x4 Nln:a.L. .mars[U1e1mIR azlu smer szuls mueximnlavx>s,irc. lva a1u:3124zu1er 1 -2-00 5A-0 11-0-0 77-77- ID:f:RvGRVJa037wFORk01 Rz9nmRu-vR_Mgg7gwcAAV2 TgOkOlgn mOKoO4_D_ UI7 1 2d-0-9 31IZ,10 38-2-15 452-0 2-0e 5-94 5-2-12 611-1 695 69S 69.5 e-11-1 us = 3xB = 3x5= US= Dead Load Deft. =318 in Us = 214 II 4xB = 3x4 II a m 11 10, "- 14 13 12 4k:6 2x411 UB= 3x8 MT20HS= 2x4 H 3x12= 2,411 Sx5= ax5 = We MT20HS= 5-9-0 11-0-0 17.11-1 2488 31110 38-2-15 45-2-0 1 5-9d 1 5-z•12 1 611-1 1 69. 1 S..s 1 &93 Plate Offsets fXYI— 1q 0.2-8.0.2-01 f10:0.2-00-1-81 112'0-2-80.2-121 f14.*0.2-8 0.1.81 121.0.2-3 0-1-01 LOADING(psQ SPACING. 2-0-0 CSI. DEFL In (hoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.70 Ven(LL) 0,37 16-17 >999 240 MT20 2"1190 TCDL 15.0 Lumber DOL 125 BC 0.98 Vert(CT) -0.7116-17 a763 180 M720HS 187/143 BCLL 0.0 Rep Stress lna YES WB 0.89 Hmz(CT) 024 12 We Na BCDL 10.0 Code FBC2017/TP12014 Mat. Weight2641b FT=20% LUMBER- BRACING - TOP. CHORD 2x4 SP No2'Excepr TOPCHORD T2: 2x4 SP M 31 BOT CHORD 2x4 SP No2' BOTCHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 12=Mechanicel, 2=0-8-0 (min. (1-2-9) Max Horz2=317(LC 8) Max Up18H2-669(LC 5), 2-563(LC 5) Max Gmv12=2023(LC 1), 2=2174(LC 1) FORCES. (lb) - Max. CompJMax. Ten.- All fours 250 Qb) or less except when shown. TOP CHORD 2.3=398211083, 3.4=3484/1047, 4-5=-30681979, 5-6=-3982/1300, 6-7=3982J1300, 7-8=350217154, 8-9=-3502/7154, 9-10=3502/1154 BOT CHORD 2-20=110113490, 19-20=1101/3490,18-19=130013982, 17.18=130013982, 16-17=-1348/4108,15.16=134014108,14-15=1348I4108,13-14=7152164, 12-13=-7152164 WEBS 3.19=515274, 4-19=27611131, 5-19=12731474, 5-17=2f356, 7-16=0271, 7-14=784251, 8-14=467267, 10.14=568/1730,10-13=Of293,10.12=27691915 Structural wood sheathing directly applied or 2-" ao purtins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpl 5-19, 7-17, 7-14 2 Rows at 113 pts 10-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL--5.OpsF BCDL=S.Opsf; h=16ft; Cat 11; Exp C; End., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 6) Refer to girder(s) for bruss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100In uplift at joint(s) except (jt=lb)12=669, 2=563. LOAD CASE(S) Standard N""\� `PN - - - GE(VSF.�ii f PE 7= ATE qF OR i�j/i�ss/oMA `&Ndz N5\'' li) Job Iruss NSe ype Tamura-Cl.s w aft HgLF HIP 1 1 Job Relarence o tional 1-9 ' Dead Load DeM. = 7116 in 5x5 3x9 = 3x6 = 20 11 3x10 = 3x6 = 2x4 Il 6.00 12 4 To 5 6 7 n e 9 4 4x6 =11 I AFFF� , affio 1. A,, A 1 h , Me 4x8 = 19 t8 17 18 15 14 13 12 3x9 _ 5x8 MT20HS WB= 3x8 = 2x4 11 4x10 = 3x5 11 4x8 MT20HS= 9-0-0 18- 14 2315 304L1 37-1It2 45-2-0 OJLa l_21A 727 72 Plate Offsets (X,Y)- [20:0.2-3.0-1-01 [4:0-2-0.0-2-4]. [5:0-3-8.0-1-M, [8:0-2-8.0-14Q, [11:0-2-8,0-1-12),[12:0-2-12,G-1-8].113:0-2-12.04A. 117:0-1-12,0-0.0L [18:0-0-0,0-1-121, [19:0-2-0,G-1-81. LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loo) Udell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.65 Vert(L-) OA2 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL I BC 0.50 Vert(CT) -0.7916-17 >684 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.75 Horz(CT) 0.19 12 n1a n1a BCDL 10.0 Code FBG20177rP12014 Math( -MS Weight 24916 FT=20°% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T7: 2x4 SP No2 SOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 •Excepte W4: 2x4 SP No.2 OTHERS 20 SP No.3 REACTIONS. (size) 12=14echanical, 2=041-0 (min. 0-1-13) Max Harz2=267(LC 8) Max UpliR12- 671(LC 5), 2=588(LC 5) Max Gmv12=2023(LC 1), 2=2174(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-7 oc bracing. WEBS 1Row at midpt 11 -12, 5-19, 8-13, 11-13 FORCES. Qb) - Max. CompdMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2,3=.398611171, 3<=-066711111, 4-5=-325WI037, 5-0=-505411666, 6-7=505411666, 7.8=505411666, 8-9=27691917, 9-10=27691917, 10-11=27691917, 11-12=19551698 BOT CHORD 2-19=1148/3507, 18-19=154514692, 17-18=154514692,16-17=154514692, 15-16=146014412,14-15=146014412,13-14=146014412 WEBS 3-19=-329f242, 4-19=30011227, 5-19=17671651, 517=01269, 5-16=1861492, 7-16=-492r282, 8.16=244f761, 8-14=01279, 8-13=19461643, 10.13=5441313, 11-13=107413241 NOTES. 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=160mph (3-secand gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.W,, h=168; Cat It; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherv.ise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atlolnt(s) except Gt=lb)12=671, 2=588. LOAD CASE(S) Standard N �A� M BLFq����i \N —�GENgF PE 7fiQ41 iJ i � t ATE e toss mss ype y Tacoma-ciassio9l fig HALF HIP GIRDER 1 1 Job Reference (optional) -.w,. .. .�,o,.o.....�H. ID:fzRvGRVJaO37wfORkOlP.zgz7mRukGO sg,S llm 2R2USD mPIW7pXg00vs>•z =UI_ 241-0 7-60 1350 20-0-0 2646 32-7-0 38-9-70 45-2-0 124L0I 7-0-0 1 fi4S-0 I "-a I fi-44i ) &2.10 I &2-10 I 64-6 1 Dead Load Defl. = 3116In 5x8 = 6.00 F12 3 NOP2X 2x4 Il z 1 4x5 = 5x12 = 2x411 axe= 2x41f 28 29 n 4 30 M 5 30 33 34 T 735 36 316 = 3x5= 315= 37 a ii6 39 40n 10 4x6 = 41 42 11 43 ; -AIM s 22 44 45 21 46 20 47 48 19 40 7750 51 62 7653 15 54 14 55 56 57 13 58 69 6D 12 2x4 11 4x9= 3x6= 3x511 4x12= 5x6 WB= 3x5= 3x9= 4x5 g LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (too) Wall Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.92 Vert(U-) 0.17 14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.91 Vert(CT) -0.3114-16 >981 180 BCLL 0.0 Rep Stress Ina NO WB 0.98 Horz(CT) 0.04 12 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight2401b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Fxcepr TOP CHORD Structural wood sheathing directly applied, except end verli als. T7: 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 3-7-9 oc bracing. BOT CHORD 2x4 SP M 31 -Excepr WEBS 1 Row at midpt 11-12. 3-21. 6-21, 6.18, 6-16, 8-16 B'I: 2x4 SP No2 WEBS 2x4 SP No.3 *Except* W3,W4,W6:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 12-Mechanical, 2=03-0 (min. 0-1-8),18=(0-3-8 + bearing block) (mq. 014) Max Hoa2=217(LC 25) Max UpIkft12=774(LC 4), 2--483(LC 8), 18=1914(LC 5) Max Grav12=211 O(LC 18), 2=1293(LC 1), 18=5153(LC 1) FORCES. (lb) - Max ComP151ac Ten. -AM forces 250 Qb) or less except when shown. TOP CHORD 23=19921725, 3-28=8091333, 28.29=-8091333, 29-30=8091333, 4-30-809/333, 4.31=8091J33, 3132=8091333, 5-32--8091333, 5-6=809/333, 633=1407/508, 3334=14(17/508, 34355=1407/508, 735=14071508, 736=14071508, 3637=1407/508, 37.38=1407/508, 838=1407/508, 8.9=3082/1124, 939=3082/1124, 39-40= 308211124, 1040---308211124, 10-41=27191995, 41.42=27191995, 42-43=27191995, 1143=27191995,11-12=19321835 BOT CHORD 2-22=715tl692, 2244=717/1716, 4445=717/1716, 4546=717/1716, 2146=71711716, 2147=23911891, 2047=23911891, 2048=23911891, 4849=23911891, 1949-23911891,18-19=2391/891, 17.18=23911B91, 17-50=2391/891, 50-51=23911891, 51-52=23911891, 1&52=23911891, 16.53=1124/3082, 15-53=112413082, 1554=1124/3082,14-54=11241J082,14-55=99SM719, 55-56=9952719, 56.57=99512719,1357=9952719 WEBS 3-22=391/38, 3-21=1034/440, 4-21=9481646, 6-21=139513648, 6-18=47652037, 6-16=159314334, 7-16=846/572, &16=19361713, 8.14=0I361,10-14=1481419, 10-13=1152/713, 11-13=111413044 NOTES- 1) 2x4 SP M 31 bearing block 12' long at)t 18 attached to frontface with 2 mlvs of 10d (0.131'x3') nails spaced 3' o.e. 8 Total fasteners. Bearing is assumed to be SP M 31. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=5.Opsf, h=168; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL-1.60 4) Provide adequate drainage to prevent water pending. �\ �� 5) All plates am MT20 plates unless otherwise indicated. �R- \-\GENSFN` 6) This truss has been designed for a 10.0 psf bottom chord Ihre load nonconalrrent with any other live loads. ` 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at)oint(s) except at-lb1 PE 7 /� Cot _ I .1 T "d ATE CIF / ZZ ZZ Job IMSS 1russ lype y TemmafA mica) Be HALF HIP GIRDER 1 1 Joh Reference o 'onal SouNenrTmsa,-FL PIer�FL, 34 1 - - -- Run:ela JaQ37wD1 s Oat NJ eR stapr91tr313/20te 2 IO:hRvGRVJa037wfORkOlRzgz7mRu-KOgWNsttSr I1ZnZgrZRZUSOPmpIW7pX UI_ NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)249 lb down and 292lb up at 7-0-0, 134 lb down and 162 lb up at 9-0-12, 134 lb dawn and 162 lb up at 1)-0-12, 134 lb dawn and 162 lb up at 13-0-12,134 lb down and 162 Ib up at 15-0-12.134 lb down and 162 lb up at 17k12, 134 lb down and 162 lb up at 19-0-12, 134 lb dawn and 162 lb up at 21-0-12, 134 lb down and 162 lb up at 23-0-12,134 lb dawn and 162 lb up at 25-0-12.134lb dawn and 162 lb up at 27-0-12.134IS down and 1621b up at 29-0-12,134 lb down and 1621b up at 31-0-12, 134 It, dam and 162 lb up at 334E12, 134lb dawn and 162 lb up at 35-0-12. 134 lb down and 162 lb up at 37-0-12, 134 It, down and 162 lb up at 39-0-12,134 lb down and 162 lb up at 41b12. and 134 lb down and 162 lb up at 43-0-12, and 135 Ib down and 162 lb up at 44-0-12 on top chord, and 375lb Eown and 134 lb up at 74)-0. 91 lb down at 9-0-12, 91 db down at 11-0.12, 91 lb down at 13-0-12, 91 lb down at 15-0-12. 91 lb down at 17-0-12, 91 lb down at 19.0-12, 91 lb down at 21.0.12, 91 lb down at 23.0-12, 91 lb down at 25-0-12, 91 lb down at 27-0-12, 91 lb down at 29-0-12, 91 lb down at 31.0-12. 91 lb down at 33�12, 91 lb dawn at 35-0-12, 91 lb down at 37k12, 91 lb dawn at 39-0-12, 91 lb down at 41-0-12, and 91 lb dcr n at 43-0-12. and 91 lb dam at 44-G-12 on bottom chord. The designiselecticn of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss ale noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Inc:mase=1.25, Plate Increase=125 Uniform Loads (pit) Vert 1�3=70, 3-11=70,12-25=20 Concentrated Loads (Ib) ' Vert: 3=202(F) 5=134(F) 22-34l(F)10=134(F)13=-67(F) 9=134(F)15=-67(F) 2f1=134(F) 29 -134(F) 30=134(F) 31=134(F) 32—.134(F) 33=134(F) 34=134(F) 35=134(F) 36=134(F)37=-134(F) 38=134(F) 39=134(F) 40=134(F) 41=134(F)42>134(F) 43=135(F) 44=-67(F) 45-67(F) 46=67(F) 47=-67(F) 48-67(F)49=-67(F) 50=67(F) 51=-67(F) 52=67(F) 53=67(F) 54=67(F) 55=67(F) 56=-67(F) 57-=-67(F) 58=-67(F) 59 -67(F) 60=-67(F) BCF�q�i�ii 9 ( PE 7EM / f1 7 d TATE dF M� s`o I1�NG��\�� job nrss type y mm TeaACl =04 iTruss Ct Root Special 17 i Job Reference o tlorial rrerte.rt. aoa» - -----Run:8230 e'Mac JtS9 2e¢92019PMezi0sNar 9219MuMn<T9AFIDizRvGRVJaO37wfORkOIRzgamR"DECe96b�EO�NUp80 6&9130 I t2-0d ( I(.a -0 5-0t 6'OOrW 4x4= 3x4 =Bead Load Defl.. 118 in 3x4 = 3x4= 314= 314= Sx6= 4 18 14 13 12 11 10 9 2d6 II 3x4 = 3x8 = 3.4 = 3x4 = 315 = Oita � esto ttaa tr~�a 2 Plate Offsets KY)- r3:0-2-12.0-2-41. 18:0-30.0-3-01, r9:Edoe.(l-l-e1 (13:0-1-12 0-1-81, rl4:0-3-0.D-"l LOADINGW SPACING- 240-0 CSI. DEFL. In Coo) Vdell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Ved(LL) -0.13 9-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -027 9-10 >999 180 SCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) -0.08 15 Wa We BCDL 10.0 Code FBC20171rP12014 Matrix -MS Weight210lb F7=20% LUMBER - TOP. CHORD 2x4 SP NO2 -Except' TI: 2x4 SP M 31 BOT CHORD 2x4 SP Nora WEBS 2x4 SP No.3 OTHERS 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10.12 oc purities, except end verticals. BOT CHORD Rigid wiling directly applied or 9-11-12 oc bracing. WEBS 1 Row at midpt 5-12, 7.9. 8-18 REACTIONS. (size) 15=11•3 fl (min. 0-1-9), 18=03.8 (min. 0-1-8) Max Ho¢18=55(LC 8) Max Upfdt15-381(LC 4),18=384(LC 4) Max Gmvl5=13G4(LC 1), 18=1212(LC 1) FORCES. (1b) - Max. CompJMax. Ten. -All forces 250 Cb) or less except when shown. TOP CHORD 1-16=133/251, 2-3=-110Dr294, 34=1242/345, 45=10711305, 5-0=-9871290; 6-7=987/290, 9-17c-287/1041, 8-17=28711(141 BOTCHORD 2-15=1462/553,12-13=-301/1118,11-12=33911124, 1G-11=33911124,940=241R80 WEBS 2-13=-351/1358, 3.13=761ra2, 4-12-=-67/320, 5-1D=-M/l90, 7-10=86/583, 7-9-1202/401, 848=1214385 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wmd: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opsf; h=16ft; Cat II; Exp C; End., GCpt=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconanent with any other live loads. 6) Bearing at(olm(s)18 considers parallel to grain value using ANSVI-PI1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connectlon (by others) of truss to bearing plate capable of withstanding 100lb uplift at)oint(s) except (ft=1b)15=381, 18=384. LOAD CASE(S) Standard \XON11I 111////// M-BtFq�/�ii \GENS+F������i ( PE 7= lJ 6 ; ATE ORID N N �n Job NSS Iruss lype ly Temma4dass 1 C2 Ivry Had Hip 1 1 Joh Reference a Banal R 4,5 = 3x4= 3x4= 3x4= Dead toad Dell. = 3/16 In 2x4 II 13 12 11 10 9 4x6 = 1x4 11 3x8 = 44 = 3x4 = SM 6312 12 .4-0 22-1-0 31-10A 6-3-t2 0.6d aea Plate Offsets MY)- I1:0-0-0.0.131 wo-3-0 0.2-01 f9:0-1-120-2-121 - LOADING(psf) SPACING- 2-0-0 est. DEFL in Qoc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.17 9-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.84 Vert(CT) -0.36 9-10 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.73 Horz(CT) 0.08 9 n/a n1a BCDL 10.0 Code FBC2017fTP12014 Mabbc-MS Weighb180lb FT=20% LUMBER - TOP. CHORD 2x4 SP No.2 ' BOT CHORD 2x4 SP No.2-Except- B2: 2x4 SP M 31 WEBS 2x4 SP No.3 SUDER Left 2x4 SP N0.31-641 REACTIONS. (size) 1=Mechanical, 9--Mechanical Max H=1=309(LC 8) Max UplWd=334(LC 8), 9=-468(LC 5) Max Grev1=1428(LC 1), 9=1428(LC 1) BRACING - TOP CHORD Stmetuml wood sheathing directly appled or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling drecly applied or 6-11-11 oc bracing. WEBS 1 Row at midpt 512, 7-9 FORCES. (Ib)-Max. CcmpAAa Ten. - All forces 250 cab) or less except when shown. TOP CHORD 1.2=79684, 23=-2417/572, 3-0=1969/540, 4-5=1684/525, 5-0=14751451, 6-7=14751451 BOT CHORD 1-13=7092082, 12-13=7092082,11-02=56311695, 10-11=56311695, 9-10--394/1153 WEBS 3-12=-0771307, 4-12=41/473, 5.10=-507256, 7-10=-133t743, 7-9=1614/556 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=S.DpsF, h=16ft; Cat II; Exp C; End., GCpi=0.18: MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load noncenatment with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 th uplift atjamt(s) except Qt=lb)1=334. 9=468. LOAD CASE(S) Standard CENs�.���i 9 1 PE7W51 A 4 t TATE /ORID �I OTruss Iruss Iypo Ta--&,cwsdoal C3 HALF HIP 1 1 Job Reterenco o tlonal Us = 4 1a4 II 3n4 = 3x10 = 5 e 7 Dead Load Dell. = 3116 in 2x4 II a 3x4 = 1x4 11 30 = 3x4 = 3xa = 3x4 _ 1x4 11 5x4 = LOADING(pef) SPACING- 24)-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.88 Ven(LL) 0.13 12-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.66 Vert(CT) -0.28 12-13 >999 180 SCLL 0.0 Rep Stress Inrr YES WB 0.81 Hom(CT) 0.10 9 n1a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP NO2 • TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 6-10-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7.9 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=10lechanical, 2=0-8-0 (min. 0-1-14) Max Hom2--317(LC 8) ' Max Up1ift9=476(LC 5), 2-397(LC 8) Max GmvS=1453(LC 1), 2=1607(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or TOP CHORD 2.3--2742/674, 3.4=2230/633, 4-5=2151169 BOT CHORD 2-15=7362383,1415=7362383, 13-14=7 10-11=49611521,9-10=-496I1521 WEBS 3-13=531278,4-13=891458,4-12=201/407. 7-10=0/J05, 7-9=19021620 I 7 36 except when shown. , 5-6=21511697, 6-7=2151I697 MM, 12-13=60311927, 11-12=496H521, 5-12=531/304, 7-12=25616(31, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.0psf, h=1611; Cat 11; Exp C; End., GCpi=0.18; MIWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates ale MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except Qt=1b) 9=476, 2=397. LOAD CASES) Standard PF 7136)Frl }7 43 t ATE Jola tons Iruss type VIY T___c _SI-0 C4 HALF HIP 1 1 Job Reference o coal 4,5 = 3x8 = 3x4 = 10 11 Dead Lead Dail.-31161n 3x7 = 3xs ass= 1x41t 4x4= 4x9= 3x511 axe = 9-0-0 1s-10-12 2i-7-12 32-" 9-0-0 IN-0 1-2 7-9-0 7-1012 Plate Offsets MY)- 12.D-2-10.0-1-01, r4:0-2-8.0-2-41, r9:0-2-12.0.1-81, r10:5 2-4.a20) (15:0-2-3.0-0-81 LOADING(psf) SPACING- 24)-0 CSI. DEFL in (ioc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0195 Ved(LL) 0.17 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.35 13-19 >999 180 BCLL 0.0 Rep Stress Inr7 YES WB 0.86 Horz(CT) 0.10 9 We n/a BCDL 10.0 Code FBC2017rrP12014 Mat=_MS Weight 176 lb FT= 20% LUMBER- BRACING - TOP. CHORD 2x4 SP M 31 *Except' TOP CHORD T1: 2x4 SP No2 SOT CHORD 2x4 SP Nara BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 9=Medlanical, 2=0 3-0 (min. 0-1-14) Max Hom2=267(LC 8) Max UpIi89=-479(LC'5), 2=<07(LC 5) Max Gmvg=1453(LC 1). 2=1607(LC 1) FORCES. 01b) -Max CompJMax. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3--2743f757, 3-0=2420/698, 4.5=21261663, 5-6>19861652, 6-7=1986/652, 7-B=1986/652, 8-9=1382/510 BOTCHORD 2-14=7792401, 13-14=7792401,12-13=8772672,11-12=8772672, 10.11=8772672 WEBS 3-13=-337241, 4-13=1021670, 5-13=731/318, 5-12=0291, 510=796261, 7-10=5777d32, 8-10=7432261 Structural wood sheathing directly applied or 3-M oc pudlns, except end verticals. Rigid wiling directly applied or 2-2-0 w bracing. 1 Row at midpt 5-13. 5-10. 8-10 NOTES- 1) Unbalanced roof live bads have been wnsidered forthiv design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=S.Opst,, h=161k Cat il; Exp C; End., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chard live load nonwncunent with any other live bads. 6) Refer to girder(s) for truss to truss connection. 7) Provide mechanical connection (by others) of truss to beefing plate capable of withstanding 1001b uplift at)olnt(s) except at -lb) 9=479, 2=401. LOAD CASES) Standard 0pNlNil.af /��/// —/ NN \ PE 7 l 641 iJ ATE('QQ �� RID�� N. 0OMA' `ENG'N //11110 cuss cuss ype TO=--zL_J0 l CS HALF HIP GIRDER 1 1 — _ Job Reference (optional) Dead Lced Defi.= 7116 in 7x10 MT20HS= ' 3x4 = 1x4 11 4x6 = 418 = 1x4 11 4x8 = 0.00 12 4 24 25 5 27 6 7 28 8 29 30 T, 8 31 32 10 lx4Q 3 no STP- 1x4 11 2 1 18 1733 34 16 a5 36 75 37 1438 t3 39 40 72 41 42 11 4x8 = 4x10 MT20HS= 4x5 — 3x8 — 1x4 II 544 = 3.6 MT2DHS11 3x4 = 4x12 MT20HS= 7-0-0 11-11-9 17-0-14 22-2-2 2737 32148 7-0-0. 4.119 1&15 15-15 15-15 53.1 Plate OBaets(XY)-12:0-7.11 Eduel 14.0S-8.04-121. 17:0-3-0Edge118:0-1-12D-1A1 [1U:Edge D-1-8]112:03d0.2-41 115:0.2-00.1-81 N6:0-2-0,0-2-01.119:0-2-30-" LOADING(psf) SPACING- 240-0 CSI. DEFL in poc) Well Lld PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.80 Vert(LL) 0.44 15-16 >890 240 MT20 2441190 TOOL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.7415-16 >528 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina NO WB 0.87 Haz(CT) 0.19 11 n/a We BCDL 10.0 Code FBC2017/IPI2014 Matra -MS Weight 182lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 31 'Except* TI: 2x4 SP No.2 SOT CHORD 2x4 SP M 31 WEBS 2x4 SP N0.3 'Except' W5: 2x4 SP M 31 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=Mechanlcal, 2-0-8-0 (min. 0-2-7) Max Hoa2=•217(LC 8) Max Upli811=1134(LC 5), 2=1036(LC 8) Max Grav11=3061(LC 1), 2 2949(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-14 ce purlins, except end verticals. BOTCHORD Rigid calling directly applied or 4-11-0o: bracing. WEBS 1 Row at midpt 10-11, 8-12 FORCES. (Ib) - Man. Comp.lMax. Ten. -All forces 250 pb) or less except when shown. TOP CHORD 23=57092084, 3.4=55182064, 4-24=67092WS, 24-25=-67092538, 525=-67092536, 5-26=71402672, 26-27=71402672, 6-27=71402672, 6-7=71402672, 7-28=71402672, 8.28=71402(372, &29--3869f1435, 29-30=3869f1435, 930=-3869/1435, 931=386911435, 3132 3969/1435,1032--3669ll435, 10.11-294411171 BOT CHORD 2-18=1934/5038,17-18=1874/4882, 1733=187414882, 3334=1874/4882, 16-34=1874f4882,16-35=253816709, 35-36=2538/6709, 1536=25381(5709, 1537=23D3/6182,1437=2303/6182,1438=2303/6182, 1338=230316182, 1339=230316182, 39-00=2303/6182,12-00=230316182 WEBS 318=264244, 4-18=93I674, 4-16=-04812280, &16=10461599, 5.15=188/554, &15=-697/466, 8-15=-049/1167, &13=01421, &12=281811057, 9-12-7611513, 10-12=1727/4655 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wmd: ASCE 7.10; Vint--160mph (3-second gust) Vasd=124mph; TCDL=S.Opst; BCDL=S.Opsf; h=16ft; CaL II; Fxp C; End., GCpi=0.18; MWFRS (erwelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord No load noncencunent with any other Ova loads. 6) Referto girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to basing plate capable of withstanding 100 lb uplift at )olnt(s) except Qtdb)11=1134, �\��. GEN,g��`���i / PF 7M.rri ?7 Continued on page 2 -O \ ATE CfF—nAct x �� � J_ le . �CO� DPPNG�\\\ 1 Li job Iniss lype Tac--CAa4•.iogl cs HALF HIP GIRDER 1 1 Joh Reference 0ona1 ao,a,en„rua,rc rurm, r�.. savr- - - - - -- -----Kura a3]a6 Mar 82a19 Pnlla e.Zl0a Aalr'92a19 AL rax lnauaales. I= Ica alu::fr:ll wra a[ NOTES- lD:fzRvGRVJaO37wfORkOlRzgz7mRu-6Alnevxe2hkuluEilDgdriH vMwt0P37gD UIaI 6) Hanger(s) brother connection davice(s) shall be pfovlded suffident to support concentrated load(s) 249lb down and 292 lb up at 7-M, 134 Ib down and 162 Ib up at 9412. 134 Ib down and 1621b up at 11-0-12, 1341b down and 1621b up at 13-0-12,134 lb dawn and 1621b up at 15-0-12, 1341h down and 1621b up at 17h12.134 Ib dawn and 1621b up at 19-0-12, 134lb dawn and 1621b up et 21-0-12,1341b dawn and 1621b up at 23-0.12, 1341b down and 162Ib up at 25-0-12, 134lb down and 1621b up at 27-0-12, and - 134 lb down and 162lb up at 29-0-12. and 134 It, down and 162 lb up at 31-0-12 on top chord, and 375 to dorm and 134 lb up at 7-0-% 91 lb down at 9-0-12, 91 to down at 11b12, 91 lb down at 13-0-12, 91 to down at 15h12. 91 lb dawn at 174-12, 91 Ito down at 19-0-12, 91 lb dawn at 21-0-12. 91111 down at 23-0-12, 91 Ito down at 25-G-12, 91 lb down at 27-0-12, and 91 lb down at 29-0.12, and 91111 down at 31-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loods (pIQ Vert: 1-0=70, 4-10=70,11-21=29 Concentrated Loads Qb) Vert: 7=134(F)16--341(F) 4=202(F) 6=134(F)15=-07(F) 9=134(F)12=67(F) 24=134(F) 25=134(F) 26=134(F) 27=134(F) 28=134(F) 29=134(17) 30=134(F) . 31=134(F) 32=134(F) 33-67(F) 34=-07(F) 35=-67(F) 36=$7(F) 37=67(F) 38=E7(F) 39=-07(F) 40=67(F) 41=-67(F) 42-67(F) GENg�����/i (' PE 7��[5,11 -t3 t TATE d-F— J -F -1 Joe IrUSS Imes lype TammaClas4ogl CS Roof SpecWGInfer 1 1 Job Reference loptionall �....a........w............ -'— - RYCVLdYS Mara L1a Inc C.LfU S. .1...Bl 111aYeaIC9, IfK ,ve Wr al a:dl:i yle I 42-0 1 I IDt RvGZ�037wrORkOiRzgz7mRu-dM � p7slN2pvbx84gyFOmaBe(JDYHn Uld V-S 42-0 447-0 e-0-0 6x7 = 6.00 12 3.4 It ' Dead Lead Dell. = 114 in 3x6 MT20HS It 2r611 ax° nc 6x6= NOP2XSTP= NOP2X STP= Us M120HS= I 42i 4-0 4 124-0 I 1B0-0 -02-0 424-0 Plate Offsets (XY1- 11:Edne 0.1-81. 13:0.54 0.241] f4:0.54 0.2-81.16:Edee 0-3-01 110.03-4 0301 LOADING(psf) SPACING- 2-0-0 CSI. DFFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.38 6-7 >574 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.39 6-7 >554 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.94 Horz(CT) 0.05 6 n/a n1a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight 128 lb FT=20% LUMBER- BRACING - TOP. CHORD 20 SP No.2 ' TOP CHORD SOT CHORD 2x4 SP M 31 WEBS 2x4 SP N0.3 •Excepr BOT CHORD W2,W5:2z4 SP No.2 WEBS 'OTHERS 2x4 SP N0.3 REACTIONS. (size) 11=041-0 (min. 0-2-616=0-60 (min. 0-2-8) Max Ho211=143(LC 8) Max Upliftl 1=1871 (LC 8), 6>2051(LC 5) Max Gmvl1=2854(LC 32), 6=3030(LC 32) FORCES. Qb) - Max. CompJMax. Ten. -All fonts 250 (Ib) or less except when shown. TOP CHORD 1-11=-2637/1769,1-2=242511592, 2J=242511592, 3-4=241811555 BOT CHORD 10-13=2320/3395, 9-13=2320/3395, 8-9=230 V3363, 8-14=230113363, 7-14=2301/3363, 7-15>15042201, 15-16=1504/2201, 6-16=150412201 WEBS 1-10=227813471, 2-10=322/302, 3.10=13661834, 3-9-5321973, 3.7=180311205, 4-7=199B2995, 4-6=31402149 Structural wood sheathing directly applied or 3-6-11 oc pudins, except end verticals. Rigid calling directly applied or 4-9-10 oc bracing. 1 Row at micipt 1-11,1-10, 3-7, 4-7 2 Rows at 113 pis 4-6 NOTES- 1) Unbalanced roof live leads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=S.Opst; 13C.DL=5.Opsf; h=16f ; Cal. II; Exp C; ParL End., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load rrommncumem with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100Ib uplift atJoim(s) except (It-Ib)11=1871, 6=2051. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 647 lb down and 397lb up at 24-12, 516 Ib down and 376 lb up at 44-12, 516 In down and 3761b up at 64-12, 516 lb down and 331 lb up at 84-12, 535 lb down and 379 lb up at 104-12, 570 lb down and 436 lb up at 124-12, and 570 lb down and 436 lb up at 144-12, and 570 In down and 436 lb up at 164-12 on bottom chord. The desigrJselection of such connection devlce(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Leads (pill Concentrated 1-3 cis (Ib70, 4-5=70, 6-11=20 \����, M_a/ //z Vert 10--Si6(F) 9=516(F) 7=516(F)12�00(F)13=-516(F)14=525(F)15=516(F)1fi=516(F) \N t��. ��CENgF: PE 76G IA iJ tit AI dF�r"�' <ORID �����N s O��1�NG \��N 5 Job lruss Imss lype Temma-0las� CJ2 JAC"PEN GIRDER 1 1 ' 'Fly Jab Reference o tional WIII.U. sMar a[[na Y1NC a QSMA aIV)a M11NtIM,61MS111G ruet pr a)u:a)::i, m)e e) ID: tRvGRVJa037wfORkOlRzgz7mRu-SZ97(2hnral7c BOSfieiJN9ne4_e'iOzGWR91aT Uks -2-9-15 3.2-2 2-9.15 ( 3-2-2 Plate Offsets (XYF 12:0-4-5 0-0-41 15:0-2-3 Q:Q&l LOADING44 SPACING- 24)-0 CSI. DEFL. in Qoc) Ildeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.75 Vert(LL) -0.04 4-11 >932 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.49 Vert(Cfj 0.04 4-11 >947 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Hoa(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix -MP Weight 19lb F7=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3' REACTIONS. (size) 3=Mechanioai,2=0-10-15 (min. 0-1.8),4-Mechanical Max Horz2-154(1-C 4) Max Upl1fO=-69(LC 17), 2-297(LC 4), 4=109(LC 17) Max Grav3=82(LC 22), 2=337(LC 31). 4=109(LC 20) FORCES. Qb) - Max. Comp./Max. Ten. - Al forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1)Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=S.Opsf, BCDL=5.0gsf, h=16ft; Cat 11; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane or the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-M oc. 4) This buss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to besting plate capable of withstanding 100 lb uplift at joint(s) 3 except rib) 2=297, 4=109. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concertrated load(s) 130 lb down and 138 lb up at 1.6-1, and 130lb down and 138 lb up at tail on top chord, and 40lb down and 96 lb up at 1.6.1, and 40 lb dawn and 96 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or bark (B} LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-0=-70, 4-9=20 Concentrated Loads Qb) Vert:12=115(F=57, B=57)13=107(F=53, B=53) i l PE 769E1 �J ATE 6—F-' 0RID ��� ��//ss�OMA i `ENG \��\ Joe runs Imss lyps Y TammaClaM10111 rim Dlu9onel Nip Mb 1 1 Job Reference o donal xuarern ,rvaa,ry rmm, ram, wv=, _ _ .. ...-RYII:93lee rear aAnY root el3en Nar sAne M,haxlManIIlnn. IrlG hae ey aleal'3x 1Ula nl ID:&RvGRVJa037wfORkOlRzgz7mRuSZ9%2hma17c BO58eUN9ne4_iIOZMWR9K7T Uks -2-9-15 2S5 2-9-15 i 2b5 Plate Offsets (X.Y)— f2:0-3-13.0-0-41. (5:0-2.3.0-0-81 LOADING(psf) SPACING- 24H1 CS1. DEFL in (lot) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.02 4-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL U5 BC 0.23 Vert(CT) 0.01 4-11 >999 180 BCLL 0.0 Rep Stress Inch NO WE 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code F13C2017/IPI2014 Matrix -MP Weight 17 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2c4 SP N0.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0.10-15 (min. 0-1-8),4=Mechanicel Max Hcrz2=119(LC 4) Max Uplift3=52(LC 17), 2=334(LC 4), 4=84(LC 17) Max Grsv3=70(LC 20), 2=394(LC 1), 4=98(LC 20) FORCES. (lb) - Max CompJMax. Ten. -AII forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6.5 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=S.Opsf, h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable studs spaced at 2-M oc. 4) This truss has been designed for a 10.0 psf bottom chord live lead nonconament with any other live leads. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) 3, 4 except Qt=1b) 2=334. 7) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s)17 lb down and 17 lb up at 1-6-0, and 901b down and 1221b up at 1-" on top chord, and 7lb dawn end l l Ib up at 13-0, and 43lb down and 92lb up at 1-" on bottom chord. The design/selection of such connection devices) is the responsiblifty, of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber imxease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 13=70, 4-9=20 Concentrated Loads (Ib) Vert; 12=51(F)13=42(F=49, 8=7) 4�GENSFW�(L�� 2 f PE 7WW ATE dF ' i,,/Fss/OVA' NN cuss ruse Iype TemmaClassiogl W3 DIAGONAL HIP GIRDER 2 1 soM. Job Reference o tional ..__ ..._ _. _,-... ¢ 3Mar 92a19 Print M2 sMar-9 19 Mie Ir ttle, Inc. ua 1 Y 2019 Pepe ID fitRVCRVJa037wfORkO1RagY7mRu-ZryGx WKe7fdsHiMEywNKpgOOm7QKrl5aavr6Ulu 2-9-15 4-1-7 -9-14 -Q_1a I Plate Offsets (xv1- 12.0-7-13.0-0-101. f6.0-23 0-" LOADING(pso SPACING- 2-0-0 CSL DEFL In floc) Ifdee Ltd PLATES GRIP MILL 20.0 Plate Grip DOL 125 TC 0.75 Vert(L-) 0.04 4 >745 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 SC 0.37 Vert(CT) -0.06 4 >447 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 2 nla n1a BCDL 10.0 Code F13C2017frP12014 Matrix -MP Weight 221b FT=20% LUMBER - TOP CHORD 2x4 SP Nc.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=11-10-15 (min. 0-1.8), 5=0.11-5 (min. 0-1-8) Max Horz2=147(LC 4) Max Uplift3=-"LC 8). 2=-385(LC 4), 5=33(LC 16) Max Gmv3=100(LC 1), 2=454(LC 1), 5=271(LC 20) FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc puriins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124rrI TCDL=S.OpsQ BCDL=S.Dpst h=160; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed fcrwind leads in the plane of the truss only. For studs expoeed to wind (normal to the face), we Standard Industry Gable End Details as applicable, or consult qualified building designeras per ANSI(TPI 1. 3) Gable studs spaced at 2-" oc. 4)This truss has been designed for a 10.0 psf bottom chord two load nonconcumerd with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoird(s) 3, 5 except Qt=1b) 2=385. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support cancentrated load(s)179 lb drum and 150 lb up at 1-6-1, and 1001b down and 1381b up at 1-6-1 on top chord, and 31 1b dorm and 731b up at 13.1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the Was are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Incrwse=125. Plate fnaease=1.25 Uniform Loads (pit) Vert 13=70, 4-10=20 Concentrated Loads (Ib) Vert: 13=121(F=57, 8=179)14=43(B) GENs�.`�� (' PE 76051 )1 1 ATE cg'7�/"� ORID_ ���\Z� job ruaa nrss yPe Ta=ra4bSSogl GIS DIPGONAL HIP GIRDER 2 1 ,•... Job Reference o tional ... .... . ......... _ _ - _ .. _h -.fzRvwS MaQ37wfO kOlRzgz?mR -lxGrr -841l dV>,CEVYaC rn-SaLa Jass �1a19��Pe9�1 ID:FiRvGRVJa037wfORkOlRzgilmRu-1xGffH_BSwFKEVYUG31nSat aalessl7yeOGLzsUkq 2-9-3 15 411 6.11-6 1 2-315 t 4311 ( 2-7-11 h �3 Plate Offsets (X.V1— 17:0.2-3.0-0-81 LOADING(pso SPACING- 2-0-0 CSI. DEFL in (be) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.75 Vert(LL) -0.17 6-13 >484 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.53 Vert(CT) -0.18 6-13 >443 180 BCLL 0.0 Rep Stress Ina NO WB 0.08 Horz(CT) 0.00 2 n1a n1a BCDL 10.0 Code FBP20171TPI2014 Mabt(-MP Weight 35lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP N0.3 OTHERS 2x4 SP N0.2 •Except- O2.2z4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=040-15 (min. 0-1-8), 6=MechaNral Max Horz2=249(LC 4) Max Uplift4=127(LC 20), 2=301(LC 4), 6= 82(LC 8) Max Gmv4=120(LC 17), 2=493(LC 31). 6=261(LC 31) FORCES. (lb)-Max.CompJMax.Ten.-Allforees2500b)oriessex ptwhenshown. TOP CHORD 2-14=-094/85, 3-14=-337/119 BOT CHORD 2-15=197/332, 1&16=-197/332, 6-16=197/332 WEBS 3-0=380/226 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD Rigid calling directly applied or 10." oe bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psh BCDL=5.Opsf, h=16ft; Cat 11; Exp C; Part End., GCpl=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This buss Is not designed to support a calling and Is not Intended for use where aesthetics are a consideration. 3) This buss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable olwithstanding 100 lb uplift atjoim(s) 6 except Qt=Ib) 4=127, 2=301. 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s)130 lb down and 138 ib up at 1$1, 130 lb down and 138 lb up at 181, and 108 lb dawn and 104lb up at 44-0, and 108 lb down and 1041b up at 4-4-0 on top chord, and 40 lb down and 96 lb up at 1-&1, 40 lb down and 96 lb up at 1-6-1, and 36 lb down and 3lb up at 44-0, and 36 lb dawn and 3 lb up at 4-" on bottom chord. The designiselection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) sed ion, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increasc=125, Plate Increase=1.25 Uniform Loads (plf) Vert 1.4=70, 5-11=20 Concentrated Loads (lb) Vert 14=115(17=57, 13=57)15=107(F=53, 8=53)' MI 61 F � PE 76M %1J a 1 TATE d %F OR)D / �� '� �w JOD IrUSS mss ypeely Tacanwaassiogl us JACK-0PEN GIRDER 1 1 .lob Reference o tionai -_. _.- •�wu i�um.. ..-w.e, r....r. _ MzR`v`Gs Maz vXYnnC*Z?S9w YLala wlll[Naa9IIIBS. I'MI 9 s1u31::iellns el. ID:(rNvGRVJaO37wfORkO1Rx,R7mRu-V =?InsDNBd7ggnGg7oP9 018CPN_ Ukp -2-9-15 41-3 7Ad 25.15 4-13 1 38-7 h 2r4 II 4 5 Plate Offsets 0(,YI-- f9:0-2-3.0-0-81 - - - - LOADING(psf) SPACING- 2-0-0 CSI. 13EFL in (Mc) IldeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.75 Ven(LL) -0.06 8-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.57 Vari(CT) 0.06 B-15 >999 180 BOLL 0.0 Rep Stress Inc NO WB 0.16 HOR(CT) 0.01 7 We nla BCDL 10.0 Code FBC2017/TPI2014 Matra -MP Weight 44 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 • TOP CHORD BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-10-15 (min. 0-1-8).7=0-3-0 (min. 0-1-8) Max H=2--268(LC 4) Max Uplifl2=311(LC 4), 7=25((LC 8) Max Grav2=533(LC 31), 7=520(LC 31) FORCES. (lb) -Max. CompJMax. Ten. - NI forces 250 (lb) c less except when shaven. TOP CHORD 2-16=-638197, 3-16=5501140 BOT CHORD 2-18=231/523, 8-18=2311523, 8-19=2311523, 7-19=2311523 WEBS 3-7=5711253 Structural wood sheathing directly applied or 64)-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF BCDL=S.Opst. h--16fF Cat II; Exp C; ParL End., GCpi=0.65; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoinl(s) except (jt=1b) 2--311. 7=250. 4) Hanger(s) or other connection devioe(s) snail be provided sufficient to support concentrated load(s)130 lb down and 138 lb up at 1-6-1, 1301b down and 138 lb up at 181, 108lb down and 104 lb up at 4-4-0. 108 lb down and 104 m up at 4-", and 107 Ile down and 125 lb up at 7-1-15. and 107lb down and 125lb up at 7-1-15 on top chord, and 40 lb down and 96 lb up at 1-6-1. 40 lb down and 96 lb up at 1-6-1, 361b down and 3 lb up at 4-0-0. 36 lb down and alb up at 4 4 , and 51 lb down at 7-1-15, and 51 Ib down at 7-1-15 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) c back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert 1-0=70, 4-5=30, 6-13=20 Concentrated Loads (lb) Vert: 16=115(F=57, 8=57)17=142(F=71, 8=71)18=107(F=53, 8=53)19=-70(1`=35, 8=-35) rEN PE 7M %? d 1 ATE C)F�"� job runs I loss type Y Tacomazwssiugl CIE? JACK-0PFN GIRDER 2 1 Jab Reference o ticnal ores• rerw•FL,31951- - -- - M'BMOS Mar 9201 a 820 Inc Toe Abu 81P.31:3 Me page1 2 315 613 ID:f:RvGRVJaQ37wfORkOlRzgz7mRu-zKO2uVPdXV2lpisNUnFXTyK4bywKiFIR27XGEz5Uko I 2-&t5 1 6-1-3 i 4-&2 i I� &1.3 9-M &13 1 4-&2 Plate Offsets (Y.Y)-- 1&0-23.0-0-81 LOADING (PSI) SPACING- 2-G0 CSI. DEFL in poc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.75 Vert(LL) -0.10 7-14 >999 240 MT20 244I190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.09 7-14 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.37 Hom(CT) 0.01 6 n1a nla BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight 491b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 • TOP CHORD BOT CHORD 2x4 SP No2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechaniml. 2-0-10-15 (min. 0-1-8), 6=Mechanical Max Hoa2=247(LC 20) Max Upli84=117(LC 4), 2=354(LC 4). 6=119(LC 8) Max Gmv4=167(LC 1), 2=610(LC 31), 6=355(LC 31) FORCES. (b)-Max. CompJMax.Ten. - All forms 250 Ob) or less except when shown. TOP CHORD 2-16=828244,1&16=784268, 3.16=727241 BOT CHORD 2-18= 348T719,18-19=34WJ9, 7-19=3481719, 7-20=348r7l9, &20=-348T719 WEBS 3.7=0269, 3-6=776f375 Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 9-104 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL=S.Opsh h=16ft; Cal. II; Exp C; End., GCpi=0A8; MWFRS (envelops); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nommncutrerd with any other live loads. 3) Refer to girder(s) for buss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at)olm(s) except at -lb) 4=117. 2=354, 6=119. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1 DO to down and 138 lb up at 1-6.1, 100 lb down and 138lb up at 1-6-1, 78lb down and 74Ib up at 44-0, 78 Ib down and 74Ib up at 44-0, and 90 lb down and 103 lb up at 7-1-15, and 90lb down and 103lb up at 7-1-15 on top chord. and 40 lb down and 96 lb up at 1-6-1, 40lb down and 96 lb up at 1-6-1. 36 lb down and 3 to up at 44-0, 36 lb dawn and 3lb up at 44-0. and 47 to down at 7-1-15, and 47 lb domm at 7-1-15 on bottom chord. The designiselectlon of such connection device(s) Is the responsib6ity of others. 6) In the LOAD CASE(S) secion, Inds applied to the faro of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Incma 1.25 Uniform Loads (pill Vert: 11=70, 6-12=20 - Concentrated Loads Ob) Vert 15=115(F=57, 8=57)17=75(F=38, 8=3e)18=107(F=53, 8=53) 20= 54(F=27. B=27) N�` M. St PE MOEN Y) ATE IJ RID_ r� ��tr N ////ASS/oA11NG\\\\\\ 3 Joe cuss Imes lype Fly TammaLlasslz4 CITr b1AGONALHIPGIROPR 1 1 Job Reference (optional) SouNem Truss, FL Pre ,FL, 30951 _ „, .,_ ... n:D-fzRG ar92a17wfOROl Ftzv 1 ue A1209 a9a1 ID:kRvGRVJaO37wf0Rk0lRzgz7mRu-yWoJe2f9611i7rFVvpjd0ldgPl oelauMceL6zSUkm a7-1z s.1ds sss 2816 3-7-12 3-03 I 3-r IdR37-0-136 I L- 6A 0. Me I Plate Offsets (Y YF- 12:0-0-0.0-1-81.12:0-0-0.0-1-81 f3:0-6-10 0-0-01,13:1-5-7.0-1-81 14:0-2.8,0-2-0I L10:0-2-3.0-"l LOADING(Psf) SPACING- 240-0 CSL DEFL In (loc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -020 9 >577 240 MT20 244/190 TCDL 16.0 Lumber DOL 125 BC 024 Vert(CT) -0.28 9 >408 180 BCLL 0.0 Rep Stress Ina NO WB 021 Hom(CT) 0.09 7 n/a n1a BCDL 10.0 Code FBC20171TP]2014 Matrix -MS Weight 55 lb FT=20% LUMBER- TOP,CHORD 2x4 SP No2 SOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.36-1-13 REACTIONS. (size) 5=Mechsnical,2=0-10-15 (min. 0-1.8), 7=Mechaninl Mau Horz2=247(LC 4) Max UpIiR5=56(LC 20), 2=370(LC 4), 7=187(LC 8) Max Grav5=77(LC 17), 2=651(LC 31), 7=407(LC 31) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 Qb) or less exceptwhen shown. TOP CHORD 3-17=981f339, 3-22=14801424, 4-22=13981434 SOT CHORD 3.24=-401f776, 8-24=3987770, 8-25=397/762, 7-25=-3971762 WEBS 4-7=851/444 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-113 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oe bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=S,Opsf; BCDL=S.Opst h=16ft; CaL II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss Is not designed to support a ceiling and Is not Intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord rive load noncencurrent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except fit -lb) 2=370, 7=187. 6) Hanger(s) or other omnection device(s) shall be provided sufficient to support concentrated Ioad(s)100 Ib down and 138 lb up at 1-&1, 100lb down and 138 to up at I-&l, 107 lb down and 25 to up at 4-4-0, 107 lb down and 25 lb up at 4 4 , and 81 lb down and 79 lb up at 7-1-15, and 81 lb down and 79 lb up at 7-1-15 on top chord, and 40 lb down and 96lb up at 1-6-1.40 lb down and 96 lb up at 1.&1, 33 lb down and 23 to up at 44-0, 331b down and 23lb up at 4-4-0, and 55 lb down and 40 lb up at 7-1-15, and 55 lb down and 40 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pif) Vert 1-5=70, 9-16=20, 3-6=20 Concentrated Loads (lb) Vert 19=11W=57, B=57) 20=107(F=53, B=53) 23=37(F=18, 13=18) 24=22(F=11, B=11) 25=95(1`=-47, 13 -47) \�\\\IlIUl///,/, - \\\\ A� R- - GEN,gF```L �( PE7 %7 �\ ATE dF N Dead Load Den.= Vfl in 4x4 = 4 . (4 11 833 ( 16-0-8 1 244-0 634f 7+B-0 83-8 Plate Offsets MY)- 12:U40 4 Edce] t6:041.4.Edce). t11dY2.3 0-0-81 r13-D-2-3 0-0$ LOADING(psf) SPACING- 2-0-0 CSL DEFL in poc) Udell Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 125 TC 0.50 Veri(LL) -0.11 10-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.72 Vert(CT) -02510-17 >999 180 BCLL 0.0 Rep Stress Ina YES WB 024 Hom(C) 0.05 6 n1a n1a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight 121 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2z4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-0-0 (min. 0-1-8), 6=0-8-0 (min. 0-1-8) Max Hom2=142(LC 7) Max Uplfit2=359(LC 8). 6=-059(LC 9) Max Gmv2=1240(LC 1), 6=1240(LC 1) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 Qb) ar lessexcept when shown. TOP CHORD 23=1892/499, 34=1670I494, 4.5=16701494, 5-6=18921499 BOT CHORD 2-10=-g4411624, 9-10=168/1074, 8-9=168/1074, 6-8=313N624 WEBS 4-8=214/623, 5-8=-4231303, 4-10=2141623, 3.10�423/302 BRACING - TOP CHORD Structural wood sheathing directly applied or 3.9-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-9.2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) yYmd: ASCE 7.10; Vult=160mph (3second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0pst; h=16ft; CaL II; Fxp C; End., GCpi 0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 10.0 psf bottom chord five load nonconcurrerd with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except Qt=1b) 2-359, 6=359, LOAD CASE(S) Standard PE 7I`sa AS(fTTE CrF— N Job truss I maa Type Tana-ciessiogl 02 COMMON 1 t Job Reference tional - —1—.— •-.— - - .. nuwua smar u2vhumm:a smar 1 I 6I -eeiumtx 2-0644< 1ID:fzRvGRVJa037vAORkOIRzgYlmRu-Ov48X2HZWKmGOR(yepze-0-0X 07MG8tkI -0 4n-171-012 244-0 1-zzz1 6-04 F 2-0-0 Dead Load MIT = 3H6 in 3x4 = 5:4= 3x4= A 1 fia-a i 16-0-8 1 za-ao 1 9-3-6 T_olh a_u Plate Offsets MY)- 12:0-04 Edpel (4:0.2.8.0-2-121 15:0-2-0 0.3-01 16 0.2-8 0.2-121 18'0-0A Edae) 113.0-2-3Oh81 115.0-2-3 0-0-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.92 Vert(LL) -0.12 12-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -029 12.19 >999 180 BCLL 0.0 Rep Stress Inc YES WB 022 Harz(CT) 0.05 8 Na Na BCDL 10.0 Code FBC2017JTP12014 MatdK-MS Weight119lb F17=205A LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2--"-O (min. 0-1-8).8=0-8-0 (min. 0-14) Max Horz2=131(LC 7) Max UpIi82--350(LC 8), 8=50(LC 9) Max Gmv2=1240(LC 1). 8=1240(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid calling directly applied or 9-1-6 no bracing. FORCES. (lb) - Mac. CcmpJMax. Ten. - All farces 260 (Ib) or less except when shown. TOP CHORD 2J=1872/470, 3-4=1656/464, 6-7=16561464, 7-8=18721470, 4-5=1410/456, 5-6=1410/456 BOT CHORD 2-12=-405/1600,11-12=150/1081,10.11=150/1081, 8.10=285/1600 WEBS 5-10=191/587, 7-10=-3661271, 5-12=190/587, 3-12=3661271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wmd: ASCE 7-10; Vufl=160mph (3-second gust) Vasd=124mph; TCOL=5.0psf, BCD1L=5.0psf; h=16ft: Cat Il; Exp C; Encl , GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) Ali plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live lead nonconwnentwith any other live loads. 6) Provide mechanical connection (by othem) of truss to bearing plate capable of withstanding 1001b uplift atjoim(s) except at=1b) 2=350, 8=350, LOAD CASE(S) Standard 4�/ CENSF,•�����i PE 780" M ATE dr- � _ QQ 7 ///S9��MAi'E�G \\\\ cuss 1russ ype riy Taovne-0lessingl M COMMON GIBOER 1 3 Job Reference o 'onal era ruav, FtP�a, t1,31951 - - 6.00 12 3x4 G NOP2X STP= ti 71 20 4x9= 2x611 4x6 II 21 10 22 9 23 6x8 MT20HS= 6x6 = 24 4x5 Q 5 25 a 26 3x7 II 27 28 12-2-0 17-11-12 24.4-0 sae sn.12 _Z.' r.,. Dead Load Dell. -114 in 6x10 MT20HS,1 1x4 II } 7 rid Plate Offsets (XYI- 12:0-0-12.0-0-51, f3:0.1.8.&1-81.15:&1-8.0-1-121. r6:0-0-15.03-41.18:0-412.0-1-81 f9:0-2-0.0-4-121 f11:04-0 &1-01, (12:0-2-30-0-8),114:g 2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Veit(LL) 0.23 9-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.43 9-11 >674 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina NO WB 0.91 HCrz(CT) 0.12 6 We n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight 438 Ib FT=20% LUMBER - TOP. CHORD 2x4 SP M 31' BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 •Except' W3:2x4 SP No2 OTHERS 2x4 SP No.3 WEDGE Right 2x4 SP No.3 REACTIONS. (size) 2=0.1-0 (min. 0-24), 6=11-9-0 (min. 038) Max Hor42=142(LC 7) Max Upl1ft2=2572(LC 8), 6=3668(LC 9) Max Gmv2=8186(LC 1). 6=12638(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied a4-10-1 Co Pudins. BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) a less except when shown. TOP CHORD 2-3=-17984/5627, 34=14033/4283, 4-5=1407014290, 5-6=21902/6292 BOT CHORD 2-11=5022f16000, 11-20=5022116000.20-21=,WMI6000, 10-21=5022/16000, 10-22=5022116000. 9-22--5022J160DO. 9-23=.Ml3/19595, 23.24=5513/19595, 24-25=5513/19595, &25=5513/19595, &2fi=-5513/19595, 2&27=w13119595, 27-28==-Ml3/19595, &28=5513/19595 WEBS 4-9=3642112089.5-9=807=60.5-8=16BN6755,3-9---399211552,3-11=llla3M NOTES- 1) 3-ply truss to be connected togetherwith 10d (0.131'x3) nails as follows: Top chords Connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as fellows: 2x6 - 3 mars staggered at 04-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 Co. 2) All loads are considered equally applied to all plies, except if noted as front IF) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL=S.Opsf; h=16ft; CaL II; Exp C; End., GCp1=O.18: MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconwrrent with any other live loads. - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift aljolnt(s) except Qt--lb) 2=2572, 6=3668. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 2090 Ito down and 794 lb up at 7-0-12, \ 2003 lb down and 691 lb up at 94Y12, 2003 lb down and 689lb up at 11-0-12. 2000 lb down and 629 lb up at 13�12, 1999 lb down end \\ 519 lb up at 154112, 2009lb dawn and 517 lb up at 174�12, 1999 lb dovm and 541 It, up at 19-0-12, and 2085 lb down and 594 lb up.4��� 21-0-12, and 2158 Ib down and 638lb up at 23-0.12 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard PE 7 Continued cn page 2 i� ATE d' i n ` OR►D �� z� NG\\\\\\ �J c ruu runs iype TemmsGanio� D3 CANNON GIROF31 1 3 JOB Refamarce a ti.nal SaU018T IN99. rtr1®[9 rL.:N9J1- - ftMa 3Mal 92019H 9.Td06 MBr 9=19 MTM MdMb s,M TWIN9109IM2019P 2 IO:frRvGRVJaQ37wfORkOIRzgz?MRa-KICn94YS371QaagA1NQ8jcc57g61aKglx Uk) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate incmase=125 Uniform Loads (p8) Vert 1-0=70, 4-7=70, 2-6>20 Concentrated Loads (lb) Vert 20=2090(B) 21=2003(B) 22--2003(B) 23=2000(6) 24=1999(B) 25=2009(6) 26=1999(B) 27=2085(B) 28=2156(9) N. F f PE 7= t7 x ATE dF M� RQQ �� ID,' ���N ���iss�onrAtlENG �\�N ion inuss iniss lype, ly TammaCl lcw 134 Roof Spacial 1 1 Job Reference o tlonal FL.,, r�...,�, _ _. _ _ttun:n,zwa rear.snnn rrmc e.xwemar eevia mliex moixarws,nw. lue tz nru:ahw>zuhnr Uki h I0.1zRvGRVJaQ37wfORkOlRzgz7mRuaUU905ADNFBBk90k1ufnG 080_ikJAAp_asU -2-0-0 S10d tt-2-0 13d-2 15-0-1 19-B-13 2A-4-0 26-4-0 z-0o I stow sa-tz I 2-s-2 F z41-0� 4-z-tt I a-sa zoo Dead Load Deb. = 3/16 in 4,5 = 3W= "•,_ "•,— 3x6= 3x5J Plate Offsets (X.YF-12:0-0-4.Edne1.r7.0-2-4,0-2-41,f9.(-2-10.0-1-81 f14:0-2-30-0.81 fl6:0-2-30-0,81 LOADING(psf) SPACING- 2.0-0 est. DEFL in Qoc) 8de0 Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC 0.52 Vert(LL) -0.16 11-23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Ved(CT) -0.3611-23 >809 180 BCI:L 0.0 Rep Stress Ina YES WB 0.79 Hou(CT) 0.06 9 n1a nla BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight 130 Ib FT-20% LUMBER - TOP CHORD 2z4 SP NO2 *Except• T2: 2x4 SP M 31 BOT CHORD 2x4 SP No2 - WEBS 2x4 SP N0.3 OTHERS 2x4 SP Nc.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-8), 9=0-8-0 (min. 0-1-8) Max Horz2=132(LC 7) Max Upli62=351(LC 8). 9=-370(LC 9) Max Grav2=1240(I.0 1), 9=1240(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-9 no, pudins. BOT CHORD Rigid ceiling directly applied or 8-1D-14 oc bracing. FORCES. (lb)- Max. CompJMax. Ten. - Al forces 250 (Ib) or less except when shcum. TOP CHORD 2-3-=1909/491, 3d=1683/467, 4-5=1454/481, 56=-315/128, 5-7=122a370, 748=1602/436, 8-9=1924/557 BOT CHORD 2-13=433/1643,12-13=18711176,11-12=187/1176, 9-11�38211684 WEBS 3-13=J69/270, 4-13=1711521, 4-11-183/486, 6-7=-34/328, 8-11=-3591239 NOTES- 1) Unbalanced mof live bads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsC BCDL=5.Opsh, h=166; Cat It; Exp C; End., GCpi=0.1S; MWFRS (errvetope); Lumber DOL=1.60 plate grip DOL=1.60 3) PmAde adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless othervnse indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconwrtent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at)oim(s) except (it --lb) 2=351, 9=370. 7) Graphical pudin representation does not depict the s1w or the orientation of the pudin along the top and/or bottom chord. LOAD CASES) Standard IA. St CENS F.`���� PE 7= l] �'O 1 ATE CjF xr`" M DN 3� Job russ I russ lype EY TeoomaCJaisio 91 D5 Root Sp¢tly 1 1 Job Reference iptloriall 1x' -..zRvG 13e9 7wfORktl Ytzgz?m u-GgJh ntict-h 2p.kCI FZIK IYa 'QW!!J :a.J'F; �Y 1 ID:bRvGRVJa037wfORkOIRzgYlmRuGgJhMMSo hN2pukCISPuKUk000KMisnK2eJPoKxu'�Ukh 1 -0I 5327-01 I 24--0 2- 5-6I 41 2-06-17-15 -002 t 4x4 = 7-115 154.1 24-0-0 7-77-5 F 7d-13 I 8-11-15 Dead Load Dell. -114 in Plate _Offsets (XV)- 12:0-0-4.Edge116:0-3-0,0-2-01 P:0-0-4.Edge7 19-0-2-80-1-e1 r120-2-30481 rl4:0-2-3.0-0-8I LOADING(psf) SPACING- 240-0 CSL DEFL in (toe) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.87 Vert(LL) 0.15 9-21 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.36 9-21 >803 180 BCLL 0.0 Rep Stress Ina YES WB 0.39 Horz(CT) 0.05 7 nha nha BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight 124 lb FT=20% LUMBER - TOP. CHORD 2x4 SPNo.2' SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid wiling directly applied or 8-1D-14 on bracing. REACTIONS. (size) 2=04e-0 (m1n.0.1.8), 7=0-8-0 (min.0-1-8) Max Hor42=132(LC 7) Max Upllft2=351(LC 8), 7=-370(LC 9) Max Gmv2=1240(LC 1), 7=1240(LC 1) FORCES. Qb)-Max. CompJMax. Tom -Allforces 250(lb) orlessexcaptwhenshown. TOP CHORD 2-3=1914f491, 3d=16B6/466, 45=20281638, M--1737/499, 6-7=1809/479 BOT CHORD 2-11=-034A649,10-11=184f1162, 9-10=184/1162, 7-9=276/1529 WEBS 3-11=-3871277, 4-11=170/537, 49---36011012, 5-9=1013f364, 6-9=-641450 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF, BCDL=S.Dpsf; h=16ft; CaL II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 2=351, 7=370. LOAD CASE(S) Standard \ ���\t\�\�11 MI111/' B� // `N��. GENS��`��ii PE 7605A }� 0 1 ATE d-F 1 �� ss1Onma,EN �77 Job Iruss N5a ype y TammaClassiogl De Root Spetlel t 1 Job Reference (optional) —, ram, HaM1eL sMel aNI' NOLf ". aLV1a M118R IIW�SQ125, InC leeP 51=11:4e2e192U1.. ID:frRvGRVJa037wfORkOlRzgz?mRu-GgJhMM5o hN2pukCISPuKUkVoDLnTtiK2e.IPOKZSkh -2-0 ) 14 -2-0 774-1 19--0 I211 ~I 4-05_1612 6-2-1 2-0-0 r Dead Load Deg. -118 in 4x4 II e-5-11 1 13-10-7 I 19-0-0 1 24-0-0 aS11 Cibt� I L I Plate Offsets (X.YF- 12:0-".0441.15:0-2-8 0-241 113:0.2-3.0-0-81 115:G-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(L-) -0.12 12-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.2912-19 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.33 Hoa(CT) 0.06 7 nla Na BCDL 10.0 Code FBC2017/1PI2014 Matrix -MS Weighh126lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-8), 7=0-8-0 (min. 0-1-8) Max Hoa2=132(LC 7) Max UpI102=351(LC 8). 7=-370(LC 9) Max Gmv2=1240(LC 1).7=1240(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2-0oo, pudins. BOT CHORD Rigid calling directly applied or 841-9 cc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23=19041496, 34=1632/441, 4-5=1713/467, 5E=17091501, 6-7=19471505 BOT CHORD 2-12=438H641,11-12-18311171,10-N=18311171, 9-10=-061/2108, 7-9=327/1671 WEBS 3-12=-4001278, 4-12=1491495, 4-10=1881641, 570=-818/371, 5-9=6801215, 6-9=1311663 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul"- 60mph (3-second gust) Vasd=124mph; TCDL=5.0psF BCDL=S.Opsf; h=160; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except (jt--Ib) 2=351, 7=370. LOAD CASE(S) Standard \X0\1l N,1 BL /�F/j�i PE7 A 'd 1 ATE idFF Job law jype Taomna Classbgl D]G Roof special artier 1 1 =_...r _.__ _, =u� _• ,..,�. _ __ _ Job Reference o tlonal ^"'-^"""""'1""`•'w•�+�>✓... �1 ... .. ry :tl"16 MarU"IV n6 tl.L & Mar e2e1a WICK lnaYST63, IM IWApr- a 1P.31•A7 2019 1 ID:fzRvGRVJa037wfORkOl Rzgz7mRu-w4ah6Ol__Vv02JPrAw7shHlogchCHvTH13yY Ukg -2-00 5104 26-4-0 1/F4 11-2-0 18bt 1&4-0 21-4-0 244d 2.0-0 S5312 1 53.1 1 2-10.15 I 2-0-0 1 3-0-0 ~2-0-0 1 6.00 12 NOP2x STP= tx4 11 3,4 = tx4 Q 13 3x4 = 44 = 12 3.4 = Dead Wad Der=118 in 3x4 0 5 4x5= 4,4= 6 7 NOP2X STP= 6 e a Id 1x411 7 11 10 24 3x4= 4x8= 3x7= f 7-7-8 f 7✓- 1 Plate Offsets (XYF- f2:0-0-12 0-0-01. f5:0.1.8 Q.81 f6:6-2-il f8.0-5-12 Edoel 114:0-23 0-0-81 If '.0-2-3 0-0-81 LOAOING(psf) SPACING- 2-0-0 CSI. DEFL in Ooc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grp DOL 125 TC 0.51 Vert(LL) 0.11 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 Be 0.99 Vert(CT) -02511-13 >999 180 BCLL 0.0 Rep Stress Inc NO WB 0.52 Horz(CT) 0.06 8 n1a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 129 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP N0.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=11-e-0 (min. 0-1-0), 8--0-e-0 (min.0-1-12) Max Horz2=132(LC 24) Max Uplift2=381(LC 8), 8=-487(LC 9) Max Grav2=1263(LC 1), 8=1509(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10.13 oc pudlns. BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Ob) or less except when shovm. TOP CHORD 2-3=19731511, 341=17721507, 4-5=1987/600, 54=3416/1004, 6.7=2913/832, 7-8=2264I662 BOTCHORD 2-13=-05211700, 12-13=20411204,11-12=204/1204, 10-11=4155r,2080,10.24= 07/2017, 8.24=50712017 WEBS 3-13-„8' 0275, 4-13=190/570, 4.11=-014/927, 5-11=7681380, 5-10=42711370. 6-10=-1567/485,7-10=27211170 NOTES- 1) Unbalanced roof We loads have been considered for this design. 2) Wind: ASCE 7.10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=S.Opsh, h=16fb Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates uNess otherwise Indicated. 5) This buss has been designed for a 10.0 psf bottom chord live lead nonconcument wigs any other 1'rre loads. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100lb uplift atjoint(s) except at --lb) 2=361, 8=487. 7) Hanger(s) or other connection devices) shall be provided suffident to support concentrated load(s) 356lb down and 138lb up at 224-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (3). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125. Plate Incease=1.25 Uniform Loads (plf) Vert 1.4=70, 44=70, 6-7=70, 7-9=70, 18-21=20 Concentrated Loads Ob) Vert: 24=293(F) M-StFq/��i �\�e • CENS�,•�C���i PE7� 'O t TAaTE GTF -'- " ���i//�ss'oO 0NG��\�� Job Imes N59 ypeFly TOmmaCle ogl E1 I 1 I 7 Job Reference (optional) aaummn lnlss,rtnertm r�.,:waal - — - .- --- {Zyn;8T300 M0r'9Z019NMC tlZiue Mar 92019 NIIAx IMusOtes, Ine lee 01U91:4a 2019 01 IDizRvGRVJa037wfORkOIRzgehmRu RSnl72WIdm2BubPIRM D6y.Vyo UM 311.0 7-100 311-0 I 311-0 I M- 414 = 6.00FI-2 311-0 7-10-0 311-0 311-0 216 11 Dead toad Den.-1/166h Plate Offsets MYl-rl:Edaa,0-1-121,13:Edpe0-1-121 f4:0-2-120,041 r8:0-2-12.0-1-121 LOADING(pef) SPACING- 2-0-0 CSI. DEFL in (be) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.12 5 >754 ' 180 BCLL 0.0 Rep Stress Ina YES WB 0.02 Hmz(CT) 0.00 4 n1a n/a BCDL 10.0 Code FBC20177rP12014 Metros -MR Weight 36 lb FT=20A LUMBER- BRACING - TOP, CHORD 2x4 SP No.2 ' TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 6=Mechanical, 4=Mechanical Max Horz6= 38(LC 4) Max UpIHM=—a2(LC 8), 4=82(LC 9) Max Grav6=339(LC 1), 4-339(LC 1) FORCES. Ob) - Max. CompJMax. Ten. -A6 forces 250 Ob) w less except when shown. Structural wood sheathing directly applied or 6.0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 ee bracing. NOTES- 1) Unbalanced roof live leads have been considered for this design. 2) Wind: ASCE 7.10; Vult--160mph (3aecond gust) Vasd=124mph; TCDL=5.Opst; BCDL=B.OpsF, h=16f., Cat II; Fxp C; Encl.. GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6.4. LOAD CASE(S) Standard PE 7�f(1 ATE dF j gg �� ` O . a ARID,^/ �kr /01VAl ISNG\\\\\uO Job Nss Irum lype ty Temme{lav^logl E2 IQ Hip GBdar 1 1ply 1 Job Reference o tlonal , Sw4nemTNS4,FLP18rW,EL,3C951- 6.00 12 3X, 2 3X4 = 1X4 11 314 = I�V'1=i\ 3X4 6 8 144 W2 rl 3x7 = 1 10 2x4 11 IX4 11 3-11-0 7-9-15 3-11-0 1 3-No ME 7 Plate Offsets (X,VI- 12:0-1-12,0-1-81 13:0-2-0.0-2-e1 15:0-24.0-2-81. [6.,0-1-12,0-1-81 LOADING(Psf) SPACING- 2-0-0 CSI. DEFL in (loc) We0 Lid PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.26 TO 0.43 Ven(LL) -0.01 8-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.02 9-10 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.13 Horz(CT) 0.00 8 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 52lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 • TOP CHORD BOT CHORD 20 SP NO2 WEBS 2x4 SP No.3 - BOT CHORD REACTIONS. (size) 10=Mechan1cai, B=Mechanical Max Horz10=-51(LC 6) Max Up1l t10=186(LC 8), 8=186(LC 9) Max Grav1O--477(LC 36), 8=477(LC 37) FORCES. (lb)- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23= 485218, 3-4=3791176, 4-5= 3791176, 5-"851219, 2-10=-442/204, 6-8=442204 WEBS 2-11=161/422,6-11=1611423 Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.OpsF, h=161t: Cat II; Ecp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent eater ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) Refer to girder(s) for buss to truss connections. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It-Ib)10=186, 8=186. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 222lb down and 260 lb up at 3-0-0, and 2221b down and 2601b up at 4-9-15 on top chord. The design/selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=125 Uniform Loads (pit) Veit 1-2=70, 2-3=70, 3.5=70, 5-6=70, 6-7=70, 8-10=20 Concentrated Loads Qb) Vert 3=102(F) 5=102(F) \N f PE 7�{�L4,1 �] TATEd—F %XX�i�ss/o' ,�NG��N L1 ion 1russ Imes we T--=--Ga55ipgl in MOnopiUh 1 1 Job Reference c tional , wss, rc r,erm; r�,uw. R - -- rN UMOa Mar alula Yra,CtlT411eMar 93019 NJTek IIW�ablea, elG TOe-91091302019 et ID.t RvGRVJa037wfORkOl Rzgz7mRu-9RZCC)9Hv1UFiVl UgUKv 1ivPa6vzGHc9 Ukd -2-00 2= BS12 I 17� 15.7-0 0 ( I ME 7-1-4 1 1-5.0 i 3x4 aoor Dead toad Den = 3H6 in ,_. „ 6 a 3x4= 3x4= 2x4 II 1 Me-5-12 1 17-0 17-60 I2 � 7-1-4 1 1-5-0 i Plate Offsets (X.Y)- 15:03-0.Edgel 17:0-2-0.0- 1 ,18:0-8-4 Edgel 111:0-2-3.0-"] LOADING(psf) SPACING- 24)-0 CSI. DEFL In (too) Vden Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 125 TO 0.89 Vert(LL) 0.1910-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.77 Vert(CT) -0.32 10-15 >641 180 BCLL 0.0 Rep Stress Ina YES WB 0.81 Horz(CT) 0.04 7 n1a Na BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight1071b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2' TOP CHORD BOT CHORD 2x4 SP No2 'Except* B3: 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=Medlanlral, 2-0-8.0 (min. 0-1-8) Max Horz2-463(LC 8) Max Uplift7=355(LC 6), 2=-213(LC 8) Max Gmv7=750(LC 1), 2=912(LC 1) FORCES. (lb) -Max. Comp/Max. Ten. -All forces 250(lb) w less except when shown. TOP CHORD 2-3=10811125, 31=26410 BOTCHORD 2-10=4121871 WE13S 8.10=-348705, 3-8>7941366 Structural wood sheathing directly applied or 2-2-0 cc purling. except end verticals. Rigid wiring directly appried or t0-60 oc bracing, Except 8-7-8 oc bracing:2-10. NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.0psf; h=16ft; Cat I I; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated 3) This buss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) Refer to girders) for buss to tmss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 7=355, 2=213. LOAD CASE(S) Standard �CENg F i (' PE 780551 ?1 6 t ATE OY 0/11111110 lo� Job NSS NSS type y TaromaClaSSIce1 H2 Hen Nip 1 1 Job Reference o llonal mea,enr, mss, r,. rxuw, rt., a�sai 4x5 11 3x4 = tx Dead two Deft. -114 In LOADING(psf) SPACING- 2-0-0 CS1. DEFL in (too) Wall Lld PLATES GRIP MILL 20.0 Plate Grip DOL 125 TC 0.87 Ven(LL) 029 3-11 >692 240 MT20 2441190 TCDL 15.0 Lumber DOL I 125 BC 0.89 Ved(CT) -0.41 3-11 >488 180 BCLL 0.0 Rep Stress Ina YES WB 0.33 Horz(CT) 0.22 8 We r9a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight1141b FT=20% LUMBER- IBRACING. TOP CHORD 2x4 SP No2'Excepr TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purfins, except T1: 2x4 SP M'31 and verticals. BOT CHORD 2x4 SP No2 'Except' BOT CHORD Rigid telling directly applied or 7.5-15 oc bracing. Except B2,B4,F2: 2x4 SP No.3 10-0-0 oc bracing: 9-10 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-10 OTHERS 2x4 SP No.3 REACTIONS. (size) S=Mechanical, 2=041-0 (min. 0-1-8) Meat Ho z2=433(LC 8) Max UpffftS=297(LC 8), 2=238(1-C 8) Max Gmv8=731(LC 1). 2=928(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-25=359/0, 3-4=12501266, 4-5=11641295, 5E=�79139, 7-8=628/259 BOTCHORD 3-11-556M157,10.11-557I7153,9-10=167/467 WEBS 5-11==110, 5-10=10131499, 7-9=296Ml NOTES- 1) Wmd: ASCE 7-10; Vutt=160mph (3-second gust) Vasil=124mph; TCDL=5.0pst,, BCDL=5.0psh h=160; Cat I I; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live Mad nonconarrent with any other live bads. 5) Refer to girder(s) for truss to lass connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oird(s) except at -lb) 8=297, 2=238. LOAD CASE(S) Standard \X���i j PE 76 3 ATE CjF /O11A 1�NG\\\\\\ "l / o - russ lype TammaClesU 113 HALF RIP 1 1 Job Reference tiopthwat .....u,..,,o,..o, ,,,.„, _ _ _ _.._._ f(nMn,LJu6 Mar nClnn Yanc tl.[ne8M3r tlLula MI1BNIMWWbS mG lea atu91'Sz W19 t ID:frRvGRVJaQ37wfORkO7Rzgz7mRu-SggzdPAZZXSMBfwie)WI21_ rMSO(6CQamjD_ kb VWN 7-9d 5-2-173-0-0 15.30 2-09 2-&0 5-74 2 23-0 6.00 12 3x4 9 3X4 5 4 HW1 NOP2XSTP= 3x5= 3x5= 13 04 = -' 14 3x7 II 96 It 40 = 2x4 II 2x4 11 Dead Load Dail.=l/a in 6 7 a O r2.4= it 3x4-11 1x411 tx4 11 1x4 11 1x4 II 4x4 = 2: 7-94 13-0-0 15-3-0 164]-0 1 2-6-0 I 5-14 I 5.212 I n_1�� Plate Offsets (XY1,- r20-2-8 0-1-0) R'0-3-e Edoel r3:0.11-8 0-0-131 r3'0-1-13 0441 r6:0-64 0-2-01 113'0-1-8 D-2-01 115:0-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSL DEFL in Ooc) Wall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.77 Vert(LL) 0.18 3.13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.89 Vert(CT) -0.26 3-13 >743 180 SCLL 0.0 Rep Stress Ina YES WS 0.59 Horz(CT) 0.09 9 n1a nia BCDL 10.0 Code FBC2017ITP2014 Matrix -MS Weight 117lb Ff = 20% LUMBER- BRACING - TOP. CHORD 2x4 SP No.2 *Except' TOP CHORD T1: 2x4 SP M 31 BOT CHORD 2x4 SP No.2'Except' BOTCHORD B2: 2x8 SP No2, B3: 2x4 SP M 31. F2,B4: 2x4 SP No.3 WEBS 2a4 SP No.3'Except' W1: 2x4 SP No2 OTHERS 2x4 SP 140.3 SLIDER Left 2x4 SP No21-10-6 REACTIONS. (size) 9=0-6-9 (min. 0-1-8), 2=0-8-0 (min. 0-1-8) Max Hoag-W(LC 8) Max UpliM-248(LC 8), 2=237(LC 8) Max Gmv9=686(LC 1), 2=887(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (Ib) crises except when shown. TOP CHORD 3-21=-34710. 34=1189128B. 4.5=10SW305, 5-6=415t78, 8.9=341/131 BOT CHORD 3-13=46911009,12-13=470/1010, 11-12=120MB,10.11=2591624, 7-10=135295 WEBS 5-13=47/405, 5-12=-824/402, 6-12=1271455, 6-11=648268 Structural wood sheathing directly applied or 543 oc pudlhs, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except 7-11-2 oc bracing: 3-13. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3second gust) Vasd=124mph; TCOL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Fxp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates am MT20 plates urdess otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncenamerd With any other live loads. 6) Provide mechanical connection (by others) of Wss to bearing plate capable of withstanding 100 to uplift atjoim(s) except at -lb) 9=248, 2=237. LOAD CASES) Standard PE 78051 A - , ATE d-F 9 �� / ZGRID Z��/SS7OfYAL ENG\\\ \N �111111110\ Job Inuss iruss lype Pry Taoxw.classiugl H4 HFIF HIP 1 1 Job Reference (optional) SONhern Truss, R Pimm, FL, 34951 4.7 - 2.611 alb II 5 6 7 Dead Load Den. =118 in LOADING(pst) SPACING- 2-0-0 CSI. DEFL in Qoc) I1deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.77 Ved(LL) 0.14 3-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.86 Vert(CT) -0.22 3-12 >885 180 BCLL 0.0 Rep Stmes Ina YES WB 0.41 Hoa(CT) 0.08 8 n1a nla BCDL 10.0 Code FBC20177rP12014 Matrix -MS Weight10811b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 no pudins, except T2: 2x4 SP No2 end verticals. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except Ba 2x6 SP No.2, B3: 2x4 SP M 31, F2,B4:2x4 SP No.3 8-9-4 oc bracing: 3-12. WEBS 2x4 SP No.3 •Fxcepr W1: 2x4 SP No2 OTHERS 20 SP No.3 SUDER Left 2x4 SP No21-10E REACTIONS. (size) 8--0-" (min. 0.1.8), 2�-8-0 (min.0-1-8) Max Horz2=317(LC 8) Max Uplift8=214(LC 5), 2=247(LC 8) Max G2v8=686(LC 1), 2=887(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 3-20=33910, 34=13281368, 4-5=-638H60, 7-8=251176. BOT CHORD 3-12=d9211142, 11-12=-49311145,10-11=1831514, 9.1(1=1541484 WEBS 4-12=-641378, 4-11=736f358, 5-11=1161441, 5-10=5ge225 NOTES- 1) Unbalanced mof live leads have been considered forthis design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF BCDL=5.0psf; h=16f ; Cat II; Exp C; End., GCpM.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless othenMse Indicated. 5) This truss has been designed for a 10.0 psf bottom chord five load noncenc mem with any other live loads. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100lb uplift at)oim(s) except at=lb) 8=214, 2=247. . LOAD CASE(S) Standard M_BLEq��/i PE 7= 1` g/T�AQTE c�N4lpENG,�\`\( "l job cuss InIss $" Tema- O --'egi HS HALF HIP i 1 Job Reference o tional -- Souwsa,Ft iem FL,34951 �3 418 = Dead Lead Deft. -114 in 30 H 2x4 II 6 7 2$0 8-7A &60 13-0-0 1530 164]-0, 24ie I 2-I l a I to I A A I 1-11-0 I Q Plate Offsets (XYI- 12:0-2-8.0-1-31 12:038 Ednet 13:0-11-12 0-0-131 13:0-2-1.0.2.81I&G-540-2-Ot f6:D-2-0 0-a-8t n:0-2-0 0-1-41, r8:0-3-0 O-0-01 t9.0-3- 2: .0-2-3 0-0-8t LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Coo) Udell Lfd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(l) 0.29 12 >652 240 Mf20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -OA3 12 >444 180 MT20HS 1871143 BCLL 0.0 Rep Stress Inns YES WB 0.71 Horz(CT) 0.14 8 Na r9a BCDL 10.0 Code FBC2017fiPI2014 Matrix -MS Weight 95lb FT=20% LUMBER - TOP. CHORD 2x4 SP M 31 'Except' T2: 2x4 SP No2 BOT CHORD 2x4 SP No2-Except' B2 2x6 SP No2, B3: 2x4 SP M 31, F2,134: 2x4 SP No.3 WEBS 2x4 SP No.3 'Except* W1: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No21.10-6 REACTIONS. (size) B=G-" (min. (1-").2--"-0 (min. 0-1-8) Max Hom2=267(LC 8) Max Uplift8=220(1.0 5), 2=249C-C 8) Max Grave=686(LC 1). 2=887(LC 1) FORCES. (lb) -Max. Comp./Max. Ten.- All forces 250 Cb) or less except when shown. TOP CHORD 3-20=33910, 3-4=102M02, 4.5=9361245 BOT CHORD 3-12=2741840,11-12=274I842, 10-11=2TTMN, 9-10=93f410 WEBS 5-11=-0Bf421, 5-10=7=278 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 104)-0 no bracing, Except 7-3.12 oc bracing: 3-12. NOTES- 1) Unbalanced roof live loads have been considered fathis design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF BCDL=S.Opsh h=16ft; CaL II; Exp C; Encl., GCpt=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless othervhse Indicated. 5) This truss has been designed for a 10.0 psf bottom chord five load noncenarrrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at)oint(s) except at-Ib) 8=220, 2=249. LOAD CASES) Standard 3 l PE 76051 ?J ci f ATE dF Job Was Mss ype y TemmaClasab9l Hfi HALF HIP GIRDER 1 2 Job Raterence o tlo nall -•••^•••••^••••-^-•••-•--•-+• ••^^•• .. _ r<un:alwe mar yarn r,x¢n.awamar e... a mnex uxx631e vc. rwe el0:alxai ]1119P 1 . IDIzRvGRVJaQ37wfORkOIRzgz7mRu-zbwTTmD3dledOQV72aE)b9D SI¢pOWX&X1MMM 1 -2b0 F 23-0 494 1 7-0-0 11-1-8 16-M 2-0-0 23-0 2-14 e7 :12 1 1 1 4-10-8 Dead load Dea. =1Mfi in 4x7 = 1x411 3x5= 2x411 5 27 5 28 29 7 8 1x4 11 i 2-&0 1 III:—' 7-0-0 11-1-a 134-0 15- - 23-0 2.14 2-2-12 1 4-1A l 2-2-8 1 1-1N1 118-0-0I o-9-0 Plate Offsets MY) - 12:63-0.Edi el 13:0.113.0-0-131, 13:0.1-9,0.2-121 15:0.54 0-2-01 1a-.0.2-00.1-01 11 Y61-9 0-0-e1 114.0.1.8 0-2-01 it 6.0.23 0-0-81 LOADING(psf) SPACING. 24)-0 est. DEFL. in (bc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.77 Vert(LL) 0.11 3.14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.79 Ved(CT) -0.16 3-14 >999 180 SCLL 0.0 Rep Stress Ina NO WB 0.37 HOrz(CT) 0.08 9 n1a We BCDL 10.0 Code FBC2017RP12014 Matrix -MS _L Weighk197lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31'Except' TOP CHORD T2: 2x4 SP No2 DOT CHORD 2x4 SP No2'Excspt• BOT CHORD S4,F2: 2x4 SP No.3, B2: 2x6 SP No2, B3: 2x4 SP M 31 WEBS 2x4 SP No.3 'Except' W1: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No21-105 REACTIONS. (size) 2=D-8.0 (min. 0.13), 9--0.8A (min. 0-1-8) Max H=2=217(LC 8) Max UpIfl 2=556(LC 6), 9=-656(LC 5) Max Grav2=1407(LC 1), 9=1523(LC 1) FORCES. (lb) - Max. Comp./Mal. Ten. -Al forces 250 (lb) or less except when shown. TOP CHORD 3-22=-6531182, 34=355811545, 45=267511190, 5.27=21401951, 6-27-2140/951, 6-28=2140/951, 28-29=21401951, 7-29=2140/951, 7$=2791125, 8-9=529/200 BOT CHORD 7-10=g28/471, 3-15=1861408, 3-14=1455f3115,13-14=146313132, 1330=110a2411, 1230=11082411, 1231-22a15D8, 31-32=2281508,11-32=228/508, 9-10=125279 WEBS 4-14=29W15, 4-13=9081443, 5-13=43611008, 5-12=356219, 6-12=•6231390, 7-12=-85811939 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end ver8nls. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131•x3') nails as follows: Top chords connected as follows: 2z4 -1 row at (169-0 oc. Bottom chords connected as follows: 2x4 -1 now at 0-9-0 oc, 2x6 -2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-M = 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=16Dmph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf, h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=T.60 5) Provide adequate drainage to prevent water ponding. _ 6) All plates are MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 par bottom chord live load nonconciment with any other live loads. 8) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift atioint(s) except (p=1b) 2=556, 9=658. M. St 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)168 lb down and 192 lb up at 7." 122 lb down and 138lb up at 9-G-12, 122 lb down and 138lb up at 11-0.12, and 1221b down and 138 lb up at 13-0-12, and 134 lb d Q'-� S�// and 162lb up at 14b12 on top chord, and 438 lb down and 2521b up at 7-0-0. 891b down and 37 lb up at 9-0.12, 89 lb down and � \GEN i �`� N` , i up at 11.0.12, and 891b down and 371b up at 13-0-12, and 91 Ib down at 1440-12 on bottom chord. The deslgNseleclion of s i �pconnyedctionpddegviice(s) is the responsib8ity of others. PLE 7 /_� L� uCARifaf Urnfard _. L-�I ..A A'��� .l -1- Job russ rua9 Iwo Ur4 Tamina-COW04 He Fry HALF HIP GMM 1 Z Job Reference o 9onal Soulhom ws, FL Pk MFL, 34951 Run: b2 aMar 9209P B SWr 2019 Mnek Jwusbir.. ine ue ' 1• 2019 ae2- - ID:bJ2vGRVJa037wIORkO1I2rgz7mRu-zbwT7mD3dIed00V7rZeEj69D SIapOWoLGuMIzSUkX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pH) Vert 13=70, 3.5>70, 5A=70,15-21=20, 3-11=20, 9-10=20 Concentrated Loads Qb) Vert 5=114(F)13=-4W(F) 6=114(F)12=-87(F) 27=114(F) 28=114(F) 29=134(F) 30=-87(F) 31=-87(F) 32-67(F) V\CENS1C :N PE 7= ATE dF— job fuss ype ZY TamnaClaask,gl e,r 11TUSS He ,.,.�. Monopitr8 Girder 1 2 Jab Reference o 0onal ••�^'••�• ^�+• _ g:nlwe Mar eeurermrc n.zwamar 1 F neuln ID:fzRJeQ37wfORkO1RzR7mRu-RoUrg6EhOw3tmau[dima4usKtreRGs6nCG .T=XmaC:6UUkW 2-0�-25.5-8 4110 52_8 2x4 II 6 Dead Load Dell. -118 in Sx12 11 3x7 = 2t6 II 7xe 7x4 = 6x6 II 1 s0 1 e-10-0r 1 �tn7-a i Plate Offsets(X.V)- 12'0.3A.0.1-11 f3.0.1-80-1-8115:0.1-80-1A1 17'03-00-2-41 192tlee0-5-81 110:14-0G-4-121 111.0-440-1-01 12'0-2-3.5:N 1 LOAOING(psf) SPACING- 24O-0 CSI. DER, in (lac) Well ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.1310-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.70 Vert(CT) -02210-11 =826 180 BCLL 0.0 Rep Stress Ina NO WB 0.66 Harz(CT) 0.03 9 n/a rda BCOL 10.0 Code FBC2017RP12014 Matrix -MS Weight: 2621b FT=209% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 ' TOP CHORD DOT CHORD 2x6 SP No.2 *Except* Bf:2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS W6: 2x6 SP No.2, W3: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=0.30 (min. 0-2-10), 2=48-0 (min. 0.1-9) Max Hoa2=425(LC 8) Max Upli09=2209(LC 8), 2=1219(LC 8) Max Gmvg=6407(LC 1). 2=3702(LC 1) FORCES. (Ib) - Max. CompdMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23=79052587, 34=5048/1580, 45=4984/1595, 7-9--5645/1995, 6-7=1315/469 BQTCHORD 2-11=2607/6996,11.16=2607/6996, 16-17=2607/6996,10.17=2607/6996, 10-18=227/779, 18-19=227/779, 9-19=227?/9, 8.20=293/853, 20-21=293/853, 7.21=293/853 WEBS 3-11-833/2422, 3-10=2914/1147, 8-10=1898/5575, 5-8=1842/5522, 5-7=-57782081, 7-10=11072873 Structural wood sheathing directly applied or 4-2-15 cc pudins, except end verticals. Rigid ceiling directly applied or 1G-M cc bracing. 1 Row at midpt 6-9. 5-7 NOTES- 1) 2-ply truss to be connected together with I Od (0.131'x3') nails as follows: Top chords connected as tollows: 2x4 -1 now, at 0-9.0 oc, 2x6 -2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at D3-0 oa Webs connected as follows: 2x4 -1 row at 0-9-0 oa 2) All loads am considered equally applied to all plies, except if noted as front IF) or bark (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as IF) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; End., GCpk0.18; MWFRS (emrelope); Lumber DOL=1.60 plate grip DOL=1.60 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord Iive load nonconcurrent with any other live loads. 6) Pmvide mechanical connection (by others) of truss to, bearing plate capable of withstanding 100 lb uplift at)oint(s) except at --lb) 9=2209. 2=1219. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1167 It, down and 407 lb up at 1544 to eh m d on p o an 3041 Ib down and 1154 Ib up at 7-0.12,14331b down and 499 lb up at 9-0.12, and 1433 lb down and 496 lb up at 11-0-12, and 1408 lb down and 488 Ito up at 13-0-12 an bottom chord. The design/selection of such connection device(s) is the responsibility of others. \\\\\\ LOAD CASE(S) Standard 1) Dead +Rod Live (balanced): Lumber Increase=125, Plate Increase=125 �\ Q- Continued on page 2 i PE 7aV J] ; L� / /t /S t ATE Job rusS I ras5 jype ply uoornaCbsst gl HB M nopuh G ff 1 2 Job Reference o 9onal ' irvs+•��r�ae®. r�.. aawi - _ .. MWU23ae Mat.YPl9 mere tlllOe Mar.9 P19 NJI&t lMusines, it6. TnB Apr.91RJ1:9]P19 Po9B2 ID.fzRvGRVJa037wfORk01Rzgz7mRu-RoUeg6EhO3mUda4KR&fPGG.it /%W.01msUUv !T0V LOAD CASE(S) Standard Uniform Loads (plf) Vert 1.6=70, 2-9=20, 7-8=20 Concentrated Loads Qb) Vert: 6=116716=3041(8)17=1433(D)18=1433(D)19=1408(9) l PE 78nlril A) � 11 ATE dF -r ; kv ORID_� / \\R o raw raw Iwo TecomrfGae l Jt J-*-OP n 17 7 Joh Reference o 0orW -" - MIm:aYdUn mar a011arTPlG a.lJV nmaz amla MIIEFIIInIRalnn,lrlC. lua alu3nfW?Ills l' IDhRvGRVJaO37wfORkOlRzgz7mRu-w 2EtSFKSNuLFkeWTzdipOEfs JHNn5aWO2RdzS kV -2b0 2-0-0 I 141-0 I M 71 Plate Offsets (X.YI— f2:044.Edne1. I5:0-2-3 0-0.81 LOADING(psf) SPACING- 2-M CSI. DEFL lo Qoc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.33 Vert(LL) 0.00 9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 9 >999 180 BCLL 0.0 Rep Stress Ina YES INS 0.00 Horz(CT) -0.00 4 Na n/a BCOL 10.0 Code FBC2017/fPI2014 Matrix -MP Weight 10 In FT=20% LUMBER - TOP. CHORD 2x4 SP No.2' BOT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3' REACTIONS. (size) 3=Mechanical,2=0-8-0 (min. 0-1-8),4=Mechanital Max Haz2=WLC 8) Max Uplift3--39(LC 1), 2>153(LC 8). 4=-68(LC 1) Max Gmv3=34(LC 4), 2=340(LC 1), 4=50(LC 4) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 Qb) a less except when shown. BRACING - TOP CHORD Structural wood sheathing direc0y applied or 1-0-0 oc pudlns. BOTCHORD Rigid ceiling directly applied or 104)-0oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCOL=S.Opst h=16f; Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcuramt with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at)oird(s) 3,4 except () -Ib) 2=153. LOAD CASE(S) Standard GEN 3 / PE 7131341 17 d ATE IJ rF "�� 0 russ russ ype TecomaSJassbgl J1A Ja&-Open 1 1 Joh Referenm (opeonap ouNem Teas, FL Plerce,FL, 34951- ---- ---- -.21os Mar 92019PdrRa.230SMar 92019AUTeklndustnas,kc Tue re10.31592018P et ID: zRvGRVJa037w[ORkOIRzgz4mRu-w 2EtSFKSNuLFkeW?sGpOEko cXHNn5oWD2R¢S k f t-0-0 2x4 = ' 1-0-0 t-0-0 Plate Offsets MY1- 11:0-14,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Ved(LL) -0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 SC 0.01 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0,00 2 nta We BCDL 10.0 Code FBC2017?PI2014 Mabbc-MP Weight 3lb FT-=20% LUMBER - TOP. CHORD 2x4 SP No.2 ' BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0 (min. 0-1-8),2--Mechanical, 3=Mechanical Max HOrz1=25(LC 8) Max Upli81=-8(LC 8), 2=16(LC 8), 3=6(LC 8) Max Gwl=44(LC 1), 2=26(LC 1), 3=19(LC 3) FORCES. Qb) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf., BCDL=5.Opsh h=16$ CaL 11; Exp C; End., GCp".18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconctment with any other live loads. 4) Refer to girders) for truss to truss connectlons. 5) Provide mechanics connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)1. 2, 3. LOAD CASE(S) Standard \\\\\\hill//(/)f - 3 /- PE 786)41 Al OV /�//SS�OItIA i 1EN0' ��\\ r/- russ ruse lype y Tarmu Classival Ac JACK -OPEN 2 1 Jab Reference a fierW SouNem Truss, FLPlerre,-FL, 3C851 LOAOING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ven(LL) 0.00 9 nlr 120 TCDL 15.0 Lumber DOL I 125 BC 0.08 I VergCT) -0.00 9 Nr 120 BOLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 n/a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 ' BOT CHORD 2x4 SP NO2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical Max Hoa3=632(LC 1), 4=-632(LC 1) Max Uprdt3--123(LC 8). 4=-44(LC 1) Max Grav3=278(LC 1), 4=40(LC 4) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2.3=-31 V688 BOTCHORD 2-4=-6371350 PLATES GRIP MT20 244/190 Weight: 1016 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wmd: ASCE 7-10; Vu0=160mph (3eecond gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opsf; h=16$ Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live bad nonconcumant with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical conneWon (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except at --lb) 3=123. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard Z�04i� �,\GENgF%�<4�i D-1- /• PF 71Rf1-4'1 M ATE RID_i: 11�NG\`\\\� job Iruss lype Tamma_cbs o91 J2 Jadx-0pen 2 1 Joh Reference a rxct ..... _.sowiem. russ.Ft Plenx, R,3C95t 214 = Run: a.?:t0a Mar 92at9 Ca200s mar 9 zuiu msnt. Tue W 9 e 2019 1 ID.ixRvGRVJaQ37wIORkOIRzgz7mRu-9N9_18Gah_83U1ou6OfAuRK3Q3G91HGNGgiBW Wz5rI1kT Plate Offsets (XYF 11:61-4 Edcel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Ooc) IIdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.06 Vert(LL) -0.00 6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 3-6 >999 180 BCLL 0.0 Rep Stress Inv YES INS 0.00 Horz(CT) -0.00 2 n1a n1a BCDL 10.0 Code FBC2DI7/TPI2014 Matrix -MP Weight: 8lb FT=20% LUMBER- BRACING - TOP. CHORD 2x4 SP No2 • TOP CHORD Structural wood sheathing directly applied or 2-4-0 ac pudins. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 104)-0 no bracing. REACTIONS. (slre) 1=0-8-0 (min.0-1-8)• 2=MechaNnl, 3=Mechanical _ Max Ham I=81(LC 8) Max Uplift!=37(LC 8), 2=-09(LC 8). 3=11(LC 8) Max Gmv1=107(LC 13). 2=79(LC 13), 3=44(LC 3) FORCES. Ob) - Max. Comp fMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF BCDL=S.OpsF h=16ft; Cal. I I; Exp C; Part. End., GCpi=0.55; MWFRS.(envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 pat bottom chord live load noncencurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s)1, 2.3. LOAD CASES) Standard N�\-- i GENS`.`���i PE 7f6)41 M TATE ()F_7'�- Job Iruss Iruss lype TemmeClas4ogl J2A Ictry Fry .lady-0pen 1 1 Job Reference Loptionall • �•pa rrr+�++- IvG: VJaQ37wfORkORzgz?mRu4(74 WUHCSIG,:d 5gaII1G lYe YIU.]COl dntl' l ID:BRvGRVJa037wFORkOiRzgz7mRu-IPMWUHCSIGw6BN5g6AP r1UkVJXVl1S12yzS xS -2-0U 1-108 ' 2-0-0 1 1-10.8 h Plate Offsets KYF 12:0-64.0-0-101. f5:0-2-3.0-0-8I - - LOADING(ps) SPACING- 24)-0 CSI. DEFL in (too) VdeO Lfd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.00 9 >999 240 MT20 244f190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 9 >999 180 BCLL 0.0 Rep Stress Ina YES WE 0.00 Horz(CT) -0.00 2 Na nha BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 12 lb FT=20% LUMBER - TOP. CHORD 2x4 SP N0.2 ' BOT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0 (min. 0-1.8), 4=Mechanical Max Hoa2-W(LC 8) Max Uplifl3=15(LC 8).2=-121(LC 8).4=13(LC 1) Max Gmv3=21(LC 13), 2=309(LC 1).4=29(LC 4) FORCES. 0b) - Max. CompJMax. Ten. - All forces 250 Qb) orless except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=S.Opsf; h=161k CaL II; Exp C; Encl., GCpl=0.18; MWFRS (envelops); Lumbar DOL=1.60 plate grip DOL=1.60 2) Al plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconanent with any other live toads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100lb uplift atjoim(s) 3, 4 except Gt=Ib) 2=121. LOAD CASE(S) Standard N P� Ni. BL �ii ��.• �.�CENy-- f' PE 7�(15,1j TATE dF M RQQ �� 1Di' k�:!Z� -�NG`\\\ S Job Iruss mss ype Tamnu-Clas-01al J9 JACK-0('EN 10 1 Job Reference o tlorlal aouuxun Irvss,rtrrerta, r�..+wmr - - — - - ' R :92308 Mar 92019Ran:6230 a Mar 9201914n"Inmstna5, M Tue Apr 910:32022019 Pa 1 IDfzRvGRVJa037wfORkOlRzgzlmRu lHkjglgDhOnkLyHEphe PLrtzkOBmg)7BFaOzS61R -2 g 3-0-0 2-g.0 1 30 1 3" 34.0 i r Plate Offsets (XY)— 12:0-"d 0-0-101. 15:0-2 3.0�81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in Qoc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.33 Vert(LL) -0.01 4-9 >999 240 MT20 2441190 TCOL 15.0 Lumber DOL 125 BC 0.06 Vert(CT) -0.01 4-9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n1a We BCDL 10.0 Code FSC2017rIP12014 Matra -MP Weight 16 lb FT=20% LUMBER - TOP CHORD 2x4 SP NO-2 SOT CHORD 2x4 SP No2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechaniral,2=D-8-0 (min.0-1-8),4=Mechanical Max Hoa2=146(LC 8) Max Up1183=78(LC 8), 2=137(LC 8) Max Gmv3=86(LC 13), 2=328(LC 1), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 340-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Ops . BCDL=5.Oof*. h=16ftt CaL II; Exp C; Part. Encl.. GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) Referto girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 3 except at -lb) 2=137. LOAD CASE(S) Standard GEN��ai (' PE 7= ATE cTF—J �► �� .���Fs6/0 0---- Q,\\`�N Job Iruss truss lype km Tamma classicel J3D J-01-OPM 2 1 Job Reference o Donal ,,,, . — , .«=a, GRVJare7wfORk IRzgz? Rur t kjglq bOnkLyHEpc Tue ppr etas 7 FaO=kR ID:fzRvGRVJa037vAORk01 Rzgx7mRu-0IHkjgigDbOnkLyHEpheaP -2-0-0 14-0 • 2-0-0 I 1-0-0 I 1450 � 1-0 0 i 1-04 i hl� Plate Offsets (X,Y)- 12:0.64,0-0-101, p:0.2J-D-0.61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Ved(LL) -0.08 5 >240 240 MT20 2441190 TCOL 15.0 Lumber DOL 125 BC 0.39 Vert(CT) 0.12 5 >162 180 BCLL 0.0 Rep Stress Ina YES WB 0.14 Hmz(CT) -0.06 4 n/a rda BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 171b FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4--Mechanical, 6--0-8-0 (min. 0-1-8) Max Hom6=114(LC 8) Max Upiift4=190(LC 1), 6=209(LC 8) Max Gmv4=113(LC 4), 6=600(LC 1) FORCES. (lb) -Max. CompJMa Ten. - All forces 250 Qb) or less except when shown. WEBS 3-6=772M61 BRACING - TOP CHORD Structural rural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M be bracing. NOTES- 1)Wind: ASCE 7.10; Vult=160mph (3-secad gust) Vasd=124mph; TCDL=5.0W. BCDLS.Opsf; h=1Sit; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); carnilever left exposed ; Lumber DOL=1.60 plate grip DOL-1.60 2) Al plates are MT20 prates unless otherwise indicated. 3) This buss has been designed for a 10.0 psi bottom chard live lead noncencument with any other live loads. 4) Refer to girder(s) for truss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt--lb) 4=190, 6=209. LOAD CASE(S) Standard 3 (' PE 7HGIa1 ?0 ATE ss�IIAII�NG 1\\\ vJ ruae Innis lype rem-Clasvagl JaG Nek Mp GtrEn 1 1 Job Reference a r ..1 So. ins.. rc V.. r',.wra' 3x7 = NOP2XSIP= 1-11141 3-0-0 1 Nn 1 1-1-8 1 Plate Offsets (X,Vh (1:04-8.0-1-9) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in poc) gdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.31 Vert(LL) -0.01 5-7 >999 240 MT20 244I190 TCDL 15.0 Lumber DOL 125 BC 0.49 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Inv NO WB 0.03 Horz(CT) 0.01 3 n/a We BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 13 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2' BOT CHORD raze SP No2 WEBS 2x4 SP No.3'- REACTIONS. (size) 1=0-" (min.0-1-8),3=Mechanical,4=Mechanical Max Hmz 1=48(LC 8) Max UpINU=232(1-C 8). 3=21(LC 4), 4=117(LC 8) Max Grsv1=782(LC 1), 3=37(LC 1). 4=393(LC 36) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-" oc pudins. BOTCHORD Rigid mi0ng directly applied or 6-0-0ac bracing. NOTES- 1) Unbalanced roof 1'weloads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.OpsY h=16ft; Cat 11; Exp C; End., GCpk0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Al plates am MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconixi ent with any other live loads. 6) Refer to girders) for truss to truss connections. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift atjoinrs) 3 except a=1b)1=232. 4=117. 9) Hanger(s) mother connection device(s) shall be provided sufficient to support concentrated load(s)191 lb dawn and 139 lb up at 1-10-0 on top chord, end 9781b down and 2901b up at 1.0-12, and 118 Ib down and 1251b up at 1-10-8on bottom chord. The designiselection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Inmease=1.25, Plate Inaeasa=125 Uniform Loads (pit) Verb 1.2=70, 2-3=70,1-4-20 Concentrated Loads (Ib) Vert 2=57(F) 5=54(F) 7-978(B) GENg � F i PE 7a= 6 ` ATE dF- 5( job Fruss 1russ lype ZY Temma_mssl g J3T I JACK -OPEN 2 t Job Reference o 8onat aaatem Tr= PLPlerm;FL.UMI 2:N 3-0J g-0,0 � 2-8-0 I i 1b2 Plate Offsets (X,Y)- 12:0-6-4.0-0.101 13:0-3-0.0-1-131. 17:0-2-3.04 -81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.00 11 >999 240 Mi20 244/190 TCDL 15.0 LumberDOL 1.25 BC 0.07 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Harz(CT) 0.00 5 nfa Na BCDL 10.0 Code FBC2017rrP12014 Matrix -MR Weight 17 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 ' BOT CHORD 2x4 SP No.2 *Except' B2. 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0 (min. 0-1-0), 5=Merhamcal Max Hom2=114(LC 8) Max UpIiR4=23(1_0 8), 2=114(LC 8), 5=11(LC 8) Max Grav4=47(LC 13), 2=328(LC 1), 5=14(LC 3) FORCES. Qb)- Max. CompJMax. Ten. -An Torres 250 Ob) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 3-0-0oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES - I) Wind: ASCE 7-10; Vult=16Omph (3-second gust) Vasd=124mph; TCDL=S.Opsf, SCDL=5.0psf, h=16ft; Cat It; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load noncencumenl with any other live loads. 4) Refer to g'eder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at)oint(s) 4, 5 except at -lb) 2=114. LOAD CASE(S) Standard ���\\�\� M. /�/q//�/ f PE 7= -O ATE dF_ 1 /�//S��ONA' `St G \\\\ N5a Iruss lype Tama-cassio-9l J5 ,tack -Open a 1 Joh Reference o tlorlai Truss, FL Pleura. FL. 30951 --- --•- -- Rem 6laes Mar 92a19 PrmL e23esMar 92m9 MR ntlu54ies, IrK ueapr9 21 1 ID..fzRvGRVJaQ37wfORkOIRzgz7mRu-CKztLrNVWmLbphsvyFMbU1s54yZQ) P5QvB)zS k0 5-0-0 i 2-0-0 5-0-0 Plate Offsets (X.YI- 12:0-3-4.Edge1 15:0-2-3 0-mi LOADING(psf) SPACING- 2-M CSL DEFL. in Qoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.33 Vert(LL) 0.03 4-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0,06 4-9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hmz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 22 lb FT=20% LUMBER - TOP. CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 ' REACTIONS. (size) 3=1viechanical,2=0841 (min.0-1-8),4=Mechanical Max H=2=165(LC 8) Max Uplift3=96(1-C 8). 2=120(LC 8) Max Grav3=137(LC 1), 2=397(LC 1), 4=89(LC 3) FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 1041-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF BCDL=S.OpSh h=16N Cat 11; Exp C; End., GCpl=0.18: MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconwnent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3 except at -lb) 2=120. LOAD CASE(S) Standard f PE 7= ATE dF— � �iX,iG��\\\ Job mss imss Iwo Tacoma-Gassbgl J5G JarkOpw Gi der 2 1 Jah Reference (optioned) run: a230a Mar uznv rmC 9.9 aMar 9 anua9Tex Ndu.,trps, InC. Tue Ayr 91e32'pa 2a19 Pa 1 ID:f:RVGRVJa037vAORk01Rzgz?MR"WXFZBLLGquCCydM.'bTi UoiU 9TIGel9T)QUkN Dead Load Dail. -118 In N Plate Offsets (X.Y)- 11:0-".0b101 LOADING(pst) SPACING- 2-0-0 CSI. DEFL In (doe) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(-L) 0.12 3-6 >500 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC '0.57 Vert(CT) -0,22 3.6 >272 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 1 n/a nla BCDL 10.0 Code FBC2017f1P12014 Matrix -MP Weight 16 lb FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 REACTIONS. (size) 1=0-8-0 (min. D-1-8), 2=Medtadcal, 3=1VIechanical Max Hwz1=124(LC 8) Max Uplift1=172(LC 8), 2-125(LC 8). 3=137(LC 8) Max Gmvi=497(LC 1), 2=197(LC 1), 3=445(LC 1) FORCES. Pb) - Max. Comp./Max. Ten. - All forces 250 Pb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1)Wind: ASCE 7-10; Vult=160mph (&second gust) Vasd=124mph; TCDL=S.Opsh BCDL=5.Opsh h=16$ CaL It; Exp C; End., GCpi=O.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live lead nonconcurrent with any other live bads. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at-lb)1=172, 2=125, 3=137. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 412 lb down and 195 lb up at 2.0-12, end 321 Ib down end 101 Ib up at 4-0-12 on bottom chord. The designiseledion of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the puss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 3-4=20 Concentrated Loads Pb) Vert: 7=-374(B) 8=321(B) NN��\ �t / PF 7RRR'I Al Q t ATE O M ORID truss Iruss lype Tama-Clamogl JST JACK-0PEN 2 1 Jxrh Reference o tlonal - ... aou imss, r——. i :U29as N.8f 92a19 PnrR 9.23os Mares 19 MRak In4usaiav,'x Tua aw 910:02e72019 1 ID.fzRvGRVJaO37wfORkOIRzgz?mFt mXMzl71 Hggv68C 94272PIPvO92 kM -2-0-0 2-9-0 2-0-0 I 2-8-0 1 2-4-0 2�0 5-0-0 2-8-0 M h Plate Offsets 0X.Y1- 12:03-4 Edcel 13:0.3-12 0-1-131.17:0.2:5.0-0-81 LOADING(psf) SPACING- 243-0 CS]. DEFL in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.06 6 >999 240 MT20 2441190 TCDL 15.0 Lumber.DOL 1.25 BC 028 Vert(CT) -0.08 6 >758 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hom(CT) 0.05 5 Na No BCDL 10.0 Code FBC2017[rP12014 Matrix -MR Weight 24 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 20 SP No2'Except . B2: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=11-8-0 (min. 0.1-8), 5--Mechanical Max Hom2=165(LC 8) Max UpliR4=73(LC 8), 2=-120(LC 8), 5=16(LC 8) Max Gmv4=117(LC 1). 2=398(LC 1), 5=88(LC 3) FORCES. (lb) -Max. ComPJMM Ten. - All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOTCHORD Rigid celling directly applied or 6*4 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.0psh BCOL=S.Opsh h=1611; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at)oint(s) 4, 5 except at -lb) 2=120. LOAD CASE(S) Standard ENq I. PE MEI A ATE I��' ORID _� Job mSS truss lyPe Fly Ta®naGessbal JB MONOPITCH 8 t Joh Reference o banal .Someem Tmay. Ft R=e FL, 34951 3 2,411 3 2t4 II Dead Load Oat =1118 in Plate Offsets KYF- 15:0-2-3.0-Ml LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC 0.49 Vert(LL) 0.10 4-9 >711 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.12 4-9 >588 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hom(CT) 0.00 2 n!a Na BCDL 10.0 Code FBC2017/TP12014 MatriK-MP Weight 291b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP NO2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP N0.3 BOTCHORD OTHERS 2x4SPNo.3 REACTIONS. (size) 4=04-0 (min. 0-1-8), 2=G-e-0 (mtn. 0-1-8) Max Horz2-250(LC 8) Max Uplift4=190(1_C 8), 2=.172(LC 8) Max Gmv4=286(LC 13), 2=434(LC 1) FORCES. (lb) -Max. CompJMax Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10b0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=S.OpsF, BCDL=S.Opsf; h=16ft; CaL II; Exp C; Part End., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load noncencueerd with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoim(s) except Qt=1b) 4=190, 2=172. LOAD CASE(S) Standard \�\PN M.B- �/���� f PE 7= b t ATE � I-r" - a� 9'lt ��74v�� in, Iruss Iwe Uri ew 1job TammaLlassicel Jr JACK -OPEN 34 t Joh Reference o al . ...I I11w ram.. P -'--' - ftYR.9330s Mar 9201aP tx uswr 92019 MITex lntlustrNs, Nit TYe-91a:32:092019 Pe001 ID:fxRvGRVJa037wfORkOIRzWmRu55C000NDA0 9C_dBNIIWS EfMMVily07KUzSUKK 7-0-0 2-0q I 7-0.0 i 7-0-0 7-0a ' Dead Load DO,. 1181n d Plate Offsets MY)- f2:0-64.0-0-101, f5:0-2-0.041-81 LOADING(ps1) SPACING- 24)-0 CSI. DEFL- in Qoc) Udell LId PLATES GRIP TOLL 20.0 Plate Grip OOL 125 TC 0.75 Vert(LL) 0.13 4-9 >634 240 MT20 2441190 TCDL 15.0 LumberDOL 1.25 BC 0.55 Vert(CT) -024 4-9 >348 180 BCLL 0.0 Rep Suess Ina YES WB 0.00 Horz(CT) 0.00 2 We rda BCDL 10.0 Code FBC2017RPI2014 Matrix -MP Weight 28 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No2 ' BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0 (min. G-1-8), 4=Mechanical Max Horz2=215(LC 8) Max Uplift3=143(LC 8), 2=-133(LC 8) Max Gmv3=204(LC 1), 2=478(LC 1), 4=131(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purlms. BOT CHORD Rigid ceiling directly appriied or 10-0-0 on bracing. NOTES- 1) Wind: ASCE 7.10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=5.0psf, h=16t Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconarment with any other live loads. 4) Refer to girder(s) for toss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 th uplift at joint(s) except at -lb) 3=143, 2=133. LOAD CASE(S) Standard PE 7I %J ATE i)! 1 �(� ICI I I I0NG?�\\\ (QD� job Nss Iruss lyw Fly TacomaOlassbgl J)r JACKOPEN 4 t Jab Reference o 0onal i...+'.... r.o..q �.MN mmu. 3M6rtlalltl YIOI[0.LdV a MaraLuiu;W InWSiae w. IYB Ppr ale.�:lax919 Pe9at ID:fzRvGRVJa037v4ORkO1 Rzgz?mRo-ZlmmPZOrK2PehaZpiVrXlVkc65YpSosZN7gs2Uk1 -2-0-0 2-BO 7-0-0 24}0 4-4-0 Dead Load Der. - 3H6 in Plate Offsets (X,YI- 12:0B4.0-0-101, f3:OL-0 0-2-11 f742-3 0-"I LOADING(psf) SPACING- 2-0-0 CSI. DEFL In Qoc) gde0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Ven(LL) 0.21 3-5 >395 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.69 Vert(C) -0.30 35 >274 180 BCLL 0.0 Rep Stress Inc YES WB 0.00 HOM(CT) 0.16 5 n1a n1a BCDL 10.0 Code FBC2017[rP12014 Matrix -MR Weight 30 lb FT=20% LUMBER - TOP CHORD 2x4 SP Na.2 ' BOT CHORD 2x4 SP Na.2 -Except' S2: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4--Mechanical, 2-0-" (min. 0-1.8). 5=Mechanical Max Horz2=215(LC 8) Max Uplift l=l19(LC 8). 2=-132(LC 8), 5=17(1.0 8) Max Gmv4=1S4(LC 1).2=480(LC 1), 6=129(LC 3) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. BRACING - TOP CHORD Strucomal v d sheathing directly applied or 64.0 oe purims. BOT CHORD Rigid calling directly applied or 6-0-0 Oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.0psF BCDL=5.0psf,, h=16f; Cat II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of vdthstanding 100 lb uplift at)oint(s) 5 except at -lb) 4=119. 2=132. LOAD CASE(S) Standard \NQQ i GENSF.���/�� PE 7W5J 11 TATE CIF ' Job I rash Type y Tam K1 MONOPRCH 3 1 Jab Reference o coal sa•FLrwr Fi.. 34951 R MTIMM)a idlar 92019P 8.239aMar9 19 Tek Inbrsltlas, Ina Tue ay 1 .3Y.10M Po 1 " ID:4RvGRVJaO37wfORk07 Rzgz7mRu-ZImmPZOrK2PehaZpNrXIYkh85c65fC9ZN7gsxrSUkl -2-0-0 63A 124-0 2-0 I 6-3-8I e 0.8 I 2x4 II 5 6J-8 I 12-4-0 a.0 Plate Offsets (X.yl- I6:0-2-0.0-2-81 18:0-2-39-0-81 LOADING(psf) SPACING- 24)-0 CSL DEFL in Qoc) OdeO Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC OAS Vert(LL) 0.07 7-12 >999 240 MtT20 244I190 TOM 15.0 Lumber DOL 125 BC 0.41 Vert(CT) -0.08 7-12 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.68 Horz(CT) -0.01 6 n1a Na BCDL 10.0 Code FBC2017r P12014 Matrix -MS Weight 68 lb FT=20% LUMBER- BRACING - TOP. CHORD 2x4 SP No.2 ' TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3' BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 2-0-8-0 (min. 0-1-e), 6=11,11echanical Max Hoa2=476(LC 8) Max Upl&--271(LC 8), 6=-416(LC 8) Max Gmv2=705(LC 1), 6=626(LC 13) FORCES. Qb)- Max. CompJMlax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3--768f170, 3-4=-6291185 BOTCHORD 2-7=480/719,6-7=4801719 WEBS 4-7=0Y281, 4-6=-802/534 Structural wood sheathing directly applied or 6-0-0 oc purilm, except end verticals. Rigid ceiling directly applied or 8-2-9 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf, h=16f; Cat 11; Exp C; Part. End., GCp1=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates ere MT20 plates urdws otherwise Indicated. 3) This thus has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atloird(s) except at -lb) 2=271, 6=416. LOAD CASE(S) Standard M-BC F �i (' PE 760.4l ?! D 1 ATE dF i�j/�i�ss/0NAL Job IrUSS I ross type ly TemnaClessbgl K2 Mwqultli 1 1 Job Refs... o tianel �•^•••^••••••-^•,• •^•• ,•�•^•^•• -- wmosaua mar a�uianmu a.xwamar.LI. mnaa PaYSNP$IIIF IUBApr 51e.32:112019 e1 1-0O �� ID:fzRvGRVJa037vAO0RakOlRzgzlmRu-IUKWT Jk80FCMmglH.VyggSV?aItEON Ukl 1-0-0 63-8 I 4-0-e I 2-aa 3x4= 3x411 3x4 = 1z4 II 3x4 = Plate Offsets (X,Y)- 14:0-2-0.0.281 18:0-23 0." LOADING(psi) SPACING- 24)0 CSI. DE in Ooc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC Ull Ved(LL) 0.09 7-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC OA2 Ved(CT) -0.10 7-12 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.67 Horz(CT) 0.01 6 Na nla BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight 63 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 • TOP CHORD BOT CHORD 2x4 SPNo2 WEBS 2x4 SP No.3 - BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 2=133-0 (min. 0-1-8).6=1viecharical Max Horz2=391(LC 8) Max UpIiB2=264(LC 8), 6=359(LC 8) Max Gnav2=642(LC 13), 6=581(LC 13) FORCES. Ob) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-777/255 BOT CHORD 2-7= 4781726, 6-7=-078f726 WEBS 3.7=01286, 3E=7981524 Strudurel wood sheathing directly applied or 640-0 no pudins, except end ver8cals. Rigid ceiling directly applied or 8-1-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=160mph (3-second gust) Vasd=124mph; TCDL=5.Opaf; BCDL=5.Opsf; h=16ff; Cat II; Exp C; Part End., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other five loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2=264. 6=359. LOAD CASE(S) Standard GEN f' PE 7= jJ ATECTF—J 1 l0� 3x4 = 2x4 II Plate Offsets fXVl-f4:0-2-00-2-8118'0.2-30-Mi ' LOADING(psQ SPACING- 24)-0 CSI. DEFL. in (loo) Udell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC 0.53 Vert(LL) 0.08 7-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.41 Vert(CT) -0.09 7-12 >999 180 BCLL 0.0 Rep Shess Ina YES NB 0.62 Horc(CT) 0.01 6 n1a nla BCDL 10.0 Code FBC2017ITPI2014 Matt& -MS Weight 64 lb FT=20% LUMBER- BRACING - TOP. CHORD 2x4 SP No.2 ' TOP CHORD SOT CHORD 2A SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP N0.3 REACTIONS. (size) 2=048-0 (min. 0-1-8), 6=Mechanical Max Hoa2=339(LC 8) Max Up1182=318(LC 8), 6=-011(LC 5) Max Gmv2=705(LC 1), 6=536(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23=759277 BOT CHORD 2-7=-422I670, 6-7= 422/670 WEBS 3-7=W79, 3-6--740/469 Structural wood sheathing directly applied or 6-0-0 oc pudlns, except end verticals. Rigid ceiling directly applied or B-8-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu8=160mph (3-second gust) VaW=124mph; TCDL=S.Opsf; BCDL-S.Opsf, h=16ft; CaL II; Exp C; Part. End., GCpl-0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0Ind bottom chard live load nonconament with any other Ihre loads. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except (jt=1b) 2=318, 6=311. LOAD CASE(S) Standard \\\\� PE 7raQSl A Job Irusis Iniss lypeq` Ta=m Wssiogl x5 Fly ROOFSPECIAL 1 t Jah Reference o tional ID:FzRv RVJa037wfORkO/Rzgz7mRuatSvlaOkd=DY11ONdOEWAMB dbl751FLMKTGzS kG M2-0-0 6-" ibd-0 12-0-0 6-" 4-0-0 2-60 2K4 II 5 Plate Ogsets (XYF- 13:0-2-4.0-2-01 18:0-2.3 0-"I LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) IldeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC OA9 Vert(LL) 0.10 7-12 >999 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC OA3 Vert(CT) -0.11 7-12 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.15 Hoa(CT) 0.01 6 nla Na BCDL 10.0 Code FBC20171TPI2014 Matrx-MS Weight 67 lb FT=20% LUMBER- BRACING - TOP. CHORD 2x4 SP No.2 ' TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (slze) 6=1vechanical, 2-041-0 (min. 0.1-8) Max Horz2=333(LC 8) Max Up1ift8=356(LC 8). 2--331(LC a) Max Grav6=540(LC 13), 2=705(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-0=-7161277, 3d=563f328 BOTCHORD 2-7=4021585,6-7=186262 WEBS 4-6--SIM80,4-7=2701426 Structural wood sheathing directly applied or 5-7-10 ce pudins, except end verticals. Rigid ceiling directly applied or 8-5-2 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.OpsF, h=16ft; Cat 11; Exp C;ParL End., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) Referto girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except &-lb) 6=356. 2=331. LOAD CASE(S) Standard -''2 PE 7= Y Y 'b ` JAI MID =�\N 6� Job lrues cuss type Qzyy Tamna-Clastiogl K6 RbbF SPECIAL t 1 Jab Referents (optional a011 nm,FL Puvu,FL, 34 1 n:e a 92019 s 19 ¢ ushitl, tic ua Apt-9 1UZC14 M19 -200 4� ID1zRvGRVJaO3 RkOlR30 zgz7mR, SHEWRMOHv4AABBW vTSDvC iOetYWRU75u?' kF I 2-0O I 4-4-0 1 4-0o I 44W 2x4 II 5 f 44-o I 4o-a I 11 Plate Offsets (XYF r9:0-2-3.0081 LOADING(pst) SPACING- 24)41 CSI. DEFL In (too) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.33 Ved(LL) 0.08 8-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.07 8.13 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.31 Horz(CT) 0.01 6 n1a n1a BCDL 10.0 Code FBC2017rTPi2014 Matrix -MS Weight 62 lb FT=20-A LUMBER- BRACING - TOP CHORD 2x4 SP No2 • TOP CHORD BOT CHORD 2x4 SP NO2 WEBS 2x4 SP No.3- BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 2=G-8-0 (min. 0.1-8).6=Mechanlral Max H=2=333(LC 8) Max Upli82--331(LC 8), 6=356(LC 8) Max Grav2=705(LC 1), 6=557(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - A8 forces 250 (lb) or less except when shown. TOP CHORD 23=812/300, 34=-675/321 BOT CHORD 241= 3 677, 7-8=4581682, 6-7=-0571676 WEBS 43=7691522 Structural wood sheathing directly applied or 6-M oc pudins, except end veNcals. Rigid ceiling directly applied or B-4-10 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vu0=160mph (3-second gust) Vasd=124mph; TCOL=S.OpsF, BCDL=S.Opsf; h=16ff; Cat II; Exp C;ParL End., GCp1=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This btt s been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. girder(s) er(s) for buss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except drib) 2=331, 6=356. LOAD CASE(S) Standard M Btu/i��� PE 76951 iJ 1 TATE T71'z�:':zzz' il 2-0-0 6-4-0 124-0 2-0-0 4-M 6-M 3x4'II &1a4 Load Defl. = 3116 in Plate Offsets (X YI— 13:03-0.0-2-01 t4:0-2-0 0-2-01 19'0-2-3 0-0-81 LOADING(psf) SPACING- 2-D-0 CSL DEFL in Qoc) Vdefl Utl PLATES GRIP TCLL 20.0 Plate Grp DOL 125 TC 0.70 Vert(LL) 0.18 6-7 >811 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.32 6-7 >454 180 BCLL 0.0 Rep Stress Ina NO WB 0.91 Hom(CT) 0.01 6 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matra -MS Weight 62lb FT= 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 • TOP CHORD SOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 - BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 6=Mechanlml,2=04-0 (min. 0-1-8) Max Harz2--333(LC 24) Max Uplifl6=377(LC 8), 2- 375(LC 8) Max Grav6=604(LC 28), 2=743(LC 28) FORCES. Qb)-Max. CompJMax.Ten. - All forces 250(lb) or less except when shown. TOP CHORD 2-3=1409/621, 3-14=12861597,14-15=12861597, 4-15=12861597 BOT CHORD 2-8=790/1264, 8-16=-804/1309, 16-17=80411309, 7-17=.80411309, 6.7=81811315 WEBS 3-8=-125MS4,4E=1300/805 Structural wood sheathing directly applied or4-9-7 oc pudins, except end vertimis. Rigid miring directly applied or 8-5-13 oc bradng. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Dpsf,, BCDL=5.0psF, h=16ft; CaL II; Exp C;'Part End., GCpl=0.55; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconartent with any other live leads. 5) Referto girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of buss to bearing plate mpable of withstanding 100 lb uplift at joint(s) except I t=1b) 6=377, 2=375. 7) Hanger(s) or other connection device(s) shall be provided suffident to support concentrated load(s) 200 lb down and 168 lb up at 2.4-0. and 88 lb down and 90 ib up at 3-1-13. and 88 lb down and 90lb up at 5-0-5 on top chord, and 102 lb down and 138 lb up at 24-O, and 24 lb down and 23 to up at 3-1-13, and 24 lb down and 23lb up at 5-0-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or bark (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert 1J=70, 34>70, 4-5=70, 6-11=20 Concentrated Loads (Ib) Vert: 3=71(B) 8=68(B)16=16(B)17=16(8) M. Sir PE 7EMI is ATE dF—' ,, ,;z7z7 /i�ss/o�RID' i 1�NG�\\\� V/ Job Iruss lype Tacwr-cw-1-01 L1 juty Commm 2 1 ..__.-.._------- ¢inouse�es.i� lire npr ale�l lbzota re9et ID:fzRvGRVJaO37wfORkOIRzgz7mRu-wF2fSG5_9b1xnLS Gd.?bRWn61nm26bjfz98 N= -2-0-0 66-G 13-0-13 15413 2-0-0 688 6-841 4x4 = Dead Load Deb. -1116 in 411 a Plate Offsets (X Y)- I2:0-1-0 0-0-21 13,0-2-00.2-07 17.0�2-3 0-" (9.O-2-30-0-81 LOADING(psf) SPACING- 24)-0 CSL DEFL In (Icc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.57 Ved(LL) 0.10 6-13 >999 240 M720 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.12 6-13 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.12 HOrc(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrb(-MS Weight 59 lb FT=20% LUMBER - TOP. CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (at-) 2=G-8-0 (min. (I-1.8), 4=0-8-0 (min. 0-1.8) Max Hom2=88(LC 7) ' Max Uplifl2--370(LC 8). 4=370(LC 9) Max Gr4V2=753(LC 13), 4=763(LC 14) FORCES. (lb) - Max ComPJMex Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=854/393, 3-4=&54f393 BOT CHORD 2-6=223I706, 4-6=2231706 WEBS 3-6=-8/318 BRACING - TOP CHORD Structural wood sheathing directly applied or 540-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced mof We loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16fk Cat II; Exp C; Part End., GCPi=0.55; MWFRS (envelope); Lumber DOL-1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless o0terwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (it ---lb) 2=370, 4=370. LOAD CASE(S) Standard ,EMI BL��q����% <4 i ( PE 7= )] tT`/ ATEQ -Ile ��is��orva�IEN� Dead Load Den.=11161n 4x4 = 411 a 1-0-0 64" 11-7-11-5 2.1 13-0-13 411 1 7-3�7 Plate Offsets (X,Y)- f2 0-",G-0-01 f5 0.20 Edge) f10.0.2-0 0-Del f120-2-3 0-0-81 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 on pur8res. BOT CHORD Rigid ceiling directly appried or 10-0-0 oc bmcing, Except 2-2-0 oo bracing: 7-8. REACTIONS. (size) 2=1-3-8 (min. 0-1-8), 7=0-1" (min. 0-1.8), 9=038 (min. 0-1-8) Max H=2=68(1-C 7) Max Uplift2=116(LC 4), 7=-000(LC 9). 9=-352(LC 8) Max Gmv2=168(LC 17), 7=811(LC 14), 9=636(LC 13) FORCES. (lb) - Max. CompdMax. Ten. -All forces 250 Qb) or less except when stuwm. TOP CHORD 2-3=4091180, 34-417211 BOT CHORD 2-9=-00/306, 8-9-401306, 7-8=-40/306, 5-7=40/d06 WEBS 4-7=557/432 NOTI_S- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIr160mph (3second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsh h=16ft; Cat 11; Exp C; Pan. Encl., GCPI=O.SS; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcorrenl with any other live loads. 4) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift atjoint(s) except at -lb) 2=116, 7=400, 9=352. LOAD CASE(S) Standard �Q��CENs�`��ii PE 769SI jJ ` JAI s�NAL ENG?�\\\Afs I e ruaa 1russ lype y Too-.34laztic0 L3 Cam. 1 1 Jab Reference o tlonal w�••w•••• .• •^---.-^H• un:¢.rw¢mar asuiarrov:¢.�.wsaar yeuia hurexrr�¢usines lx Tue Apr a le.3T.172019 1 ID:fdtvGRVJa037wfORk0lRzgz7mRu-sehPtyTEhCHellbAM401U6 ?EwWuA.KYo1zS kC 4812 8-9-8 113-2 133-2 44i-12 4-2.12 25to 2-0-0 4x4 = NOP2 tx4 II 1 4EM12 8-941 Uj 1132 -02 ) 6212 'L1dn 1 11 9 Plate Offsets KY)- f1:03-0.0-0-81 18:0-2-0.0-1-01 19:0.2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (too) Ude6 Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.01 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 SC 0.20 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 Rep Stress Inv YES WB 025 Hom(CT) 0.00 6 Na Na BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 5616 FT=20% LUMBER- BRACING - TOP. CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 - BOT CHORD OTHERS 2x4 SP N0.3 REACTIONS. (size) 8=0-8-0 (min.(min. G-13) MaxHorz8=163(LC 9) Max Uplift8=174(LC 8), 6=418(LC 9) Max GmvS=343(LC 13), 6=846(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2731146, 2.9--286f172, 34=261I599,1-8=2t121195 BOT CHORD 6.7=4941304, 4.6= 494Pd04 WEBS 3-6=775461, 3-7=2341666 Structural wood sheathing directly applied or 6-0 0 oc puriins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16R; CaL 11; Exp C; Part End., GCpi=0.55; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at -lb) 8=174, 6=418. LOAD CASE(5) Standard GENg / PE 76051 1 fl TATE 42 //l/�ORID / �� N q s61ONA I1St G\\N J00 lnjas 1russ lype Taoama Classiogl to Cm suplMetl Gable 1 1 4x4 = I 1. II R Plate Offsets fXV}115:0-2-30081. r17-0-2-1 - 1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL In (loc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ved(LL) -0.03 9 air 120 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.09 Vert(CT) -0.06 9 n/r 90 BCLL 0.0 Rep Stress Ina YES WB 0.03 Hom(CT) 0.00 8 n/a n/a SCDL 10.0 Code FBC2017frP12014 MabixS Weight: 69lb FT=20% LUMBER- BRACING - TOP. CHORD 2x4 SP No.2 ' TOP CHORD Structural wood sheathing directly applied or 6-" oc pudins. SOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP N0.3 REACTIONS. All bearings 13-4.13. (to)- Max Hoa2=88(LC 6) Max Uplift All uplift 100 lb or less atjolnt(s) 13,14, 11, 10 except 2=116(LC 4), 8>124(LC 9) Max Grav All reactions 250 Ib or less atJolnt(s) 12.13,14, 11, 10 except 2=320(LC 1), 8=320(LC 1) FORCES. (lb) - Max. CompJMM Ten. - All forces 250 (b) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. ' 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF SCDL=S.OpsF h=16it Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for Wad loads in the plane of the truss only. Forstuds exposed to wind (nonnal to the face), we Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANStTPI 1. 4) Gable requires continuous bottom chard bearing. 5) Gable studs spaced at 2-0-0 dc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 14, 11, 10 except ijt=1b) 2=116, 8=124. LOAD CASE(S) Standard /- PF 7Fnryl M a t ATE CTF— i��i/Fs,'o i�R�lNG�\��� �3 n,ss 1russ we ly Te a MV2 Valley t , JobR f renco( otlonall .N tl11U3 Mar YL111Y YnnCtl.tie9 Mar owls MIT¢N lnausbias, InC TYa Hpra10:32:1aMe ryel ID:fzRvGRVJaQ37wfORk0lRzgz?mRu- ; leWCp ol.ve9RCKnjmBit-zHpfhvLBUkA 2x4 9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In Qoc) gdefl Ud PLATES GRIP, TCLL 20.0 Plate Gdp DOL 1.25 TC 0.06 Vert(LL) nla - Na 999 MT20 2441190 TCOL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n12 - We 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 n/a Na BCDL 10.0 Code FBC20177rP12014 Matra-P Weight 5In FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3• REACTIONS. (size) 1=2-0-0 (min. 0-1-8), 2=2-M (min. 0-1-8 , 3=2-" (min. 0-1-8) Max Horzt=35(LC 8) Max Upliftl=12(LC 8), 2>36(LC 8) Max Gmvl=52(LC 1), 2=48(LC 1). 3=28(LC 3) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(lb) orlessexceplwhen shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 24)-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL=5.Opsf; h=16ft; CaL 11; Exp C; End.. GCpi= 0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord rive load nonconwrtent with any other live loads. 4) Bearing atJoint(s) 2 considers parallel to grain value using ANSITPI 1 angle to grain formula. Building designer should vedfy capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard CENSF\I��i� PE 76951 A d TATE I � ' Nss I Mss type Uty ply. TocrmaClas•Jcgl MV4 _ Vapey 1 1 Job Reteranos (optional) yNlyM11B1(IIIOROIBS•IIIG IUB 91032:2I12019 P�a9aa1 IDdtRVGRVJaO37wfORkOlRzgz7mRu-GONW Wh7fDu610d-Ib06f9DV 3gF l KszVCDMz5Uk9 4-" 4-" i 2A c 2r4 It LOAOING(psf) SPACING- 2-OA CSI. DEFL in (loc) Well Ud PLATES GRIP. TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) We - me 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) Na - We 999 BCLL 0.0 Rep Stress I= YES WB 0.00 Horz(CT) 0.00 We We BCDL 10.0 Code FBC2017/fP12014 Matmr-P Weight 14 lb FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD GOT. CHORD 2x4 SP No.3 ' WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 1=4-M (min.0-1-8), 3=4-M (min.0-1-8) Max Horz1=81(LC a) Max Uplifts=25(LC 8), 3=69(LC 8) Max Gmvl=146(LC 1).3=146(LC 1) FORCES. pb) - Max. Comp.IMax. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-0-0 cc puriins, except end verticats. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opst BCDL=S.Opsf, h=16ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL-1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live lead nonconctm end with any other live loads. 4) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joird(s)1, 3. LOAD CASE(S) Standard Z 3 ( PE 780ril M TATE ��' % i�///v,Ss 1o/j j NG?�� Joe 1russ lype y TaraneClassirgi N1 Canmon 1 1 Joh Reference o 6onel teR.--I mBf aBlltleTmc a.swamar. `J lllla V!, n10"16KOM I9W alo'a2202018 1 ID:fzRvGRVJaO37wfORkOl Rzgz7mRu-GDNW_W7z7tDu6KkHbOliF9 7ygRH0(srzYCOMz llx9 -2-0-0 2-0-0 b10I 11-2-0 ( 2 I5-10d< 5312 52 52--0 4,4 = N Dead Load Defl. -118 in 13 Plate Offsets (X,Y)- 12:041-B.Edne1 I6:0-1.4 00-21 110:0-2-3 O-0-BI LOADING(psf) SPACING- 24)-0 CSI. DEFL in Coe) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.08 7-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC O.64 Vert(CT) -0.20 7-14 >999 180 ' SCLL 0.0 Rep Stress Ina YES WB 0.23 Horz(CT) 0.04 6 We rda BCDL 10.0 Code FBC2017RPI2014 Matr&-MS Weight: 1051b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 ' BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3' OTHERS 2x4 SP No.3 REACTIONS. (size) 6=Mechanlcal, 2=0-8-0 (min. 0-1-8) Max Hoa2=144(LC 8) Max Uplift6=270(LC 9). 2-336(LC 8) Max Grav6=998(LC 1), 2=1156(LC 1) FORCES. Qb) - Max. CompJMax,Ten.- Allforces 250(ib) or less except when shown. TOP CHORD 2.3=-1735/455, 3-4=1534/452, 4S=1S60/471, 5a=1747/475 BOT CHORD 2.9=ri25f1489, 8-9=175/995, 7-8=175/995, 6-7=344M521 WEBS 4-7=-2131600, 5-7=-404286, 4-9=192/562, 3-9=384275 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind; ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opst BCDL=S.Opsf; h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 ' 3) All plates ere MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load noncorimmom with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except at -lb) 6=270, 2-336. LOAD CASE(S) Standard MBt,! �;Z, / \GENs `t<� PE 76951 AU .4 1 ATE CIFORID Joe truss 1russ lype y Tammy Closio-gl NI Common 1 1 Joh Reference o tlorw "`^•�'^'...•'-".•-•'•-�"•-•. ^•^'. rtulA atJue mar nala RlnGplylsM3l a<n1aM11 (N Ia0a5alea, 111G IV0 91e:32212a19 Pae61 ID:hlivGRVJaQ37wfORkOlRzgzTmRu-kPxwilO(IkRn4VGwnJ%e en XfTAk9T5bllloz5Uk8 -2-0-0 5-10< 11-2.0 16S12 nw 2-0-0 5-104 5312 6312 SM Dead two Dell. = 118 in 4x4 = (4II q T77-8 r i� I n'40 Plate Offsets (XY1- f2:0-0-e.Edoel. I6:0-0-B.Edoe1111:0-2-3 Ofi81. r13:0-2J 0-0-81 ' LOADING(psf) SPACING- 24)-0 CSI. DEFL. In (loc) Ildell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC CA1 Vert(L-) -0.08 10-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Ved(CT) -0.1910-17 >999 180 BCLL 0.0 Rep Stress I= YES WB 0.21 Horz(CT) 0.04 6 Na Na BCDL 10.0 Code FBC2017RPI2014 Matrix -MS Weight 111 tb FT=20% LUMBER - TOP CHORE) 2x4 SP No.2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No3- OTHERS 2x4 SP No.3 REACTIONS. (size) 2-0541 (min. 0.1-8), 6=0-8-0 (min. 0.1-8) Max Horz2=131(LC 7) Max Upli82=335(LC 8), 6=-335(LC 9) Max Grav2=1 1 50(LC 1). 6=1150(LC 1) FORCES. pb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2-3=-1722/452, 3-0=1520/448, 4-5>15201448, 5.6---1722/453 BOT CHORD 2-10=39911477, 9-10>1521988, 8-9=152/988, 6-8=278/1477 WEBS 4-8=190/SW. 5-8=-0761272, 4-10=190/558, 3-10= 376r272 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-3-B oc bracing. NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat II; Exp C; End., GCpi=0.18; MWF"RS (envelope); Lumber DOL-1.60 plate grip DOL=1.60 3) All plates are MT20 plates uniess otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconourrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except (p=1b) 2=335, 6=335. LOAD CASES) Standard -GENg�`.`���i /' PE 7ranf%l Al aTE GRID_ ////ss AI IENG\\\\ ion I cuss lype piy Tecoma-clasao-0 N3 Common t 1 Joh Referenm o onal ..�..• tip. -lama-••.a mar narnrnnc,.-..uamar nannnuiax immsmea, inc hue .a Miq Page ID:futvGRVJaO37wfORk01 Rzgz7mRu-0hVIwIXNVkvx7OU7P02LMEj -2-0-0 510-0 9d-D 11-2-0 13-0-0 16512 224-0 2-0-0 I 51ON 1 34-12 I 2-2-0 1 2-2-0 I 3-1-12 ) 5164 314 = 4x5 6 Dead road Den. -3116 In Plate Offsets MY'l— 12:0-0.12 Edgel 14:0-1-11.Edoe1. 16:0-1-11 Edgel 113.0-2-3 G."I 115:0-2-3 0-0-81 LOAOING(psf) SPACING- 24)-0 CSI. DEFL in One) VdeB LId PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Ved(LL) 0.12 12-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.2912-19 >926 180 BCLL 0.0 Rep Stress Ina YES WB 0.17 Horz(CT) 0.04 8 We We BCDL 10.0 Code FBC2017/rP12014 Matrbc-MS Weight 108 lb Fr=20% LUMBER - TOP CHORD 2x4 SP No.2 "Except* T2 2x4 SP M 31 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP N0.3 OTHERS 2x4 SP N0.3 REACTIONS. (size) 2-0." (m1n.8-1-8), 8=0-e-0 (min. 8.1A) Max Hors2=111(LC 7) Max Upli02>317(LC 8), 8=-317(LC 9) Max Grav2=1150(LC 1), 8=1150(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc pumns. BOT CHORD Rigid ceiling directly applied or 1"-0 oc bracing. FORCES. (Ib) - Max. CompdMax. Ten. -All fonts 250 Ob) or less except when shown. TOP CHORD 2-3=1668f393, 3-4=14841387, 6-7=1484f388, 7-8=1668f393, 4-5=13061378, 5-0=-13061378 BOT CHORD 2.12=-32111414,11-12=133f1051,10-11=133H051, 8-10=21911414 WEBS 510=1311444, 512=131" NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.OpsF &I68; Cat II; Exp C; Encl.. GCpi=0.18: MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconanent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joird(s) except @ b) 2=317, 8--317. LOAD CASE(S) Standard \0 M. 13 /' PE 769SI ?7 d 1 ATE dF ORIVr-;�� 400 was Inuss lype Ta=n. clss^ ad N4 1 Hy Fly 1' Jab Reference o tion21 tx ••••`-'.•-•^^`-+•-'. ^++• Laus r,g6e.cJuamBl stelarNlBS VqusaW9.lac lea elu:'1'L' MIB 1 ID:td2vGRVJa037wfORkOIRzgY7mRufio71i77MG22ola3.lyk7aJHnq K 5eMmVvnsq UIB -2-0-0 7-OO 122-0 5I 2I !=-�41474 4x4 = 30 = bzd = 7-0-0 1 164.0 224-0 7-0O B4-0 I 7.M i Dead Load Defi. =118 in Plate Offsets ((,Y7- f3:0-24.0.241 f5:0.24 0-241. 1110-2-0 0-0-e1. rl3:0-2-3 0-0-81 LOADING(psf) SPACING- 24)-0 CSI. DEFL in Ooc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.11 10-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Ved(CT) -0.19 8-10 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.17 Horz(CT) 0.05 6 Na rile BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 106 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Na.2 WEBS 2x4 SP No.3' OTHERS 2x4 SPNo.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-e), 6=0-8-0 (min. 0-1-0) Max Hoa2--91(LC 6) Max UpIW-297(LC 8). 6=-297(LC 9) Max Grav2=1150(LC 1), 6=1150(LC 1) FORCES. Ob)- Max. CompJMax. Ten. - All forms 250 (IE) or less except when shown. TOP CHORD 2-0=1650554, 34=13951359, 4-5=1395/359, 56>1650/355 BOT CHORD 2.10=262113a2, 9-10=319/1546, 8-9=319/1546, 6-8=-206H382 WEBS 3-10=40/380, 410=295/194, 4-8=295/194, 5-8=401380 BRACING - TOP CHORD Saucturel woad sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (&second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.0psf; h=16ft Cat II; Exp C; End., GCpi=0.18; MWFRS (erwelope); Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencunent with any other five loads. 6) Provide mechanical Connection (ry others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except at--ib) 2=297, 6=297. LOAD CASE(S) Standard PE7� TATE c 9 i�I �F `�, ORID `�� 96dm Dead Load Dail. - 5/16 in Sx7 = &3-1 14-1-0 y1.q.0 F.a15 Plate Offsets (X,Y)- [2.OS72,F�ge1. r15:0-23.0-0-81 [3.0-2-8,G-2.41, [4.0-2-0,0-2-121,(6:0-2-0,0-2-12]. V:0.2-8,0-2<1, [8:0-5.12.Edgel, [10:0-3-12,0-1-81, (12:0-1-12.0-1.8L [13:0-2-3,0-"]. LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ildefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.31 12-19 >867 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.71 Vert(CT) -05612-19 >479 180 BCLL 0.0 Rep Stress Ina NO WB 0.92 Harz(CT) 0.07 8 n/a We BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight115lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=048-0 (min. 0-1-9), 8=0-8-8 (min. 0-1-9) Max Horz2=-100(LC 6) Max Uplifl2=799(LC 8), 8=-799(LC 9) Max Gmv2=1919(LC 1), 8=1918(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 23-9 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-10-0 cc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3-3244/1399, 3-23=d032/1658, 4-23=-4032/1658, 45=4664/1956, 5-6=-466511957, 6-24=-4033/1659, 7-24=4033/1659, 7-8=324511399 BOT CHORD 2-25=12242865, 25-26=1224/2865, 12-26=1224/2865,11-12=100012692, 10-11=10002692,10-27=11542866, 27-28=11542866, 8.28=11542866 WEBS 3-12=479/1510, 4-12-2288/1022, 5-12=10542418, 5-10=10552420, 6.10=228811022, 7-10=48011511 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vul1=160mph (3-second gust) Vasd=124mph; TCDI.=S.Opsf; BCDL=S.Opsf; h=16ft; CaL II; Fxp C; End., GCpr-0.18; MWFRS (envelope); Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift atloint(s) except Qt=16) 2=799, 6=799. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)18416 down and 233 lb up of 5-". 167 lb down and 140lb up at 7-24, and 167 lb down and 140 lb up at 15-1-12, and 184 lb down and 233 lb up at 17.4-0 on top chord, and 314 lb down and 93 lb up at 6-0.0, 425lb down and 157 lb up at 7-2-0, and 425lb down and 157lb up at 15-1-12. and 314 lb down and 93 Ito up at 17-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pd) \ M. Vert 13=70, 3-0=70, 4-5=70, 5E=70, 6-7=70, 7-9=70,17-20=20 \\ \p` -- Concentrated Load(S�b) () (� �) (� (� (� \\���\GENg�.`���i Vert 3=37 7=-87 F 23=127 24=127 25=129 26=-025 27=-425 28=129 -kt I-PEM3051 A o JAI J y /////��s///�jAj ��NG?�\\l�� a IUSS Iniss type rip my TecmnaClassogl V1 Valley 2 1 Job Reference o tonal .. _.-.—. usa,g.,nc iva npr elw'.aL'Lt lal9 el ID1zRYGRVJaO37wfORkOIRzgYtmRu-0AARYhaFMf tOi48r2P,sCH8oZ66S30DGal2z Uk4 -2-0-0 1-1-10 Plate Offsets IXYI- 15:0-2 3.0-0-81 LOADING(psf) SPACING- 2-0-0 CSL DEFL. In Qoc) Well Ud PLATES GRID TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ved(LL) 0.00 2 nlr 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 2 n/r 120' BCLL 0.0 Rep Stress Inv YES WS 0.00 Horz(CT) 0.00 n/a nla BCDL 10.0 Cade FBC2017f PI2014 Matrix-P Weight 10 ib FT=20% LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP N0.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 3--Mechanical Max Hoa4=-614(LC 1), 3=614(LC 1) Max Upli63=101(LC 8) Max Grev4=23(LC 3), 3=235(LC 1) FORCES. Qb) - Max. ComplJMax. Ten. -All faces 250 (Ib) or less except when shaven. TOP CHORD 2-3=2911649 SOT CHORD 2-4=-614/339 BRACING - TOP CHORD Structural wood sheathing direc0y applied or 1-1-10 oc puriins. BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3•second gust) Vasd=124mph; TCDL=S.OpsF BCDL=S.OpsF h=161t; Cat 11; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load roncancurrent with any other live loads. ' 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except Qt=Ib) 3=101. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard i PE 7A ATE o ,�--9-/� ; a. �i/'cF`. GRID ���� ////ss70rlI IIov \'\\ O rues NSe ype T.a-clasd"I VIA VALLEY 1 1 .lob Reference o tlonal SaMem TNsa, R Pierts, FL.3�.9a1 LOADING(psf) SPACING- 2-" CSi. DEFL in poc) Vdefl Ltd PLATES GRIP. TOLL 20.0 Plate Grip DOL 1.25 TO 0.07 Vert(LL) 0.00 1 nh 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Ved(CT) -0.00 1 nB 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 Na n1a BCDL 10.0 Code FBC2017RPI2014 Matrix-P Weight 4lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT. CHORD 2x4 SP No.3 REACTIONS. (size) 3=14echanical, 2=Mechanical Max H=3=95(LC 1), 2--95(LC 1) Max Llpliffi--39(LC 8) Max Gmv3=22(LC 3), 2-W(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-140 oc puriins. BOT CHORD Rigid Calling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-secand gust) Vasd=124mph; TCDL=6.Opsf, BCDL=5.Opst, h=168; CaL II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live leads. 3) Refer to girder(s) for toss to truss connections. 4) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at)oird(s) 2. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard PE 7EGS1 d 1 ATE CI-F- �' Job truss truss type Uly TeomiaGessiegh V2 Valley 1 1 Job Reference o tlanal —. --^• Iex IIIe16a1C5, uIG IYB Ppr `J lu:J<:Lti Lela 1 ID:zRvGRVJaQ37wfORk0lFtsgYlmRu5Nkpmleu2zONc1.97H.00W60rtiCFs?W0 Uk3 2-1-10 2-0-0 I 2.1.10 � 4 2A 11 2x4 It Plate Offsets OLY1- 12:030.0-121 f6:0-2.3.0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in pop) Mail Lid PLATES GRIP' TOLL 20.0 Plate Grip DOL 125 TC 0.64 Vert(LL) 0.02 1 nh 120 MT20 244/190 TCDL 15.0 Lumbar DOL 125 BC 0.21 Vert(CT) 0.00 2 n/r 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hoa(CT) -0.00 4 n1a n/a BCDL 10.0 Code FBC2017RPI2014 Matra-R Weight 22 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 • TOP CHORD SOT CHORD 2x4 SP N0.3 WEBS 2x4 SP N0.3 • BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=2-1-10 (min. 0-1-8),4=24-10 (min. 0.1-8) Max Hmz5=90(LC 8) Max UpIMS--24(LC 4), 4=120(LC 8) Max Grav5=331(LC 1), 4=25(LC 3) FORCES. pb) - Max. CompJMax, Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-5-J02O6 Structural wood sheathing directly applied or 2-1-10 co pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1)Wind: ASCE 7-10; Vuit-160mph (3-second gust) Vasd=124mph; TCDL=S.0psf, BCDL=5.0psf; h=16ft; CaL II; Exp C; End., GCpi=0.16; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconconentwith any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except (t-Ib) 4=120. LOAD CASE(S) Standard N\\\\\ BC 3 / PE 76051 A 1 /AT_EdF-� S��MA i `ENG?�\\ ,3 5 4 20 II 2x4 II Plate Offsets (Y YF- I6A-2-30-0-81 LOADING(psf) SPACING- 2-" CSI. DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.02 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 1 nIr 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hoa(CT) -0.00 4 nfa nfa BCDL 10.0 Code FBC2017JTPI2014 Matrix-R Weight 19 lb FT=20% LUMBER- BRACING - TOP. CHORD 2x4 SP No.3 ' TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=2A-10 (min. 0-1.8), 4=2-1-10 (min. 0-1.8) Max Horz5=90(LC 8) Max Upi'dt5=56(LC 4), 4=72(LC 8) Max Gmv5=331(LC 1), 4=25(LC 3) FORCES. pb) - Max. Comp.IMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-298197 Sbuctuml wood sheathing directly applied.or 2-1-10 oc pudins, except end verticals. ' Rigid calling directly applied or 6-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=5.Opsh h=16ft; Cat 11; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.50 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This tress has been designed for a 10.0 pal bottom chord live load nonconcurmnl with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 5, 4. LOAD CASE(S) Standard ��\\\1111111//��� \ �p'N_M B���qq���i�i \GEN8� -, <� ' D-"- /' PE 7fiQR1 M �\ JAI lF nrEdF ORID Imes lype Wry V'y JJOU TaranaAlassbgl V2B Velehr t 7 �. __.— ., ,.o�. Job Reference .Loptionall ' -0ID:zRvGRVJaO372w-f1O-1RkOclRwzagmzTamrRaaulbaAuUa5agtidj HIHWLUglz Uk1 1 009 r 2x4 li 2411 LOADING(psf) SPACING- 2-0-0 CSI. DE In (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate GripDOL 125 TO 0.64 Vert(LL) 0.02 1 Wr 120 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.10 I Vert(CT) I -0.01 1 Nr 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 4 nfa n/a BCDL 10.0 Code FBC2017frP12014 Matrix-R Weght 13 lb FT= 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOTCHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACnONS. (size) 5-2-1-10 (min. 0-1-e), 4=2-1-10 (min. 41-0) Max Horz5=90(LC 8) Max Uplifl5=98(LC 814=23(LC 8) Max Grav5=331(LC 1). 4=29(LC 4) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) aless except when shown. TOP CHORD 2-5=-289/115 Structural wood sheathing directly applied or 2-1-10 oc pudins, except end verficals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES. 1) Wind: ASCE 7.10: Vult=160mph (3-second gust) Vasd=124mpN TCDL=S.Opst BCDL=S.OpsF, h=16ft; Cal. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcunent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5,4. LOAD CASE(S) Standard � `���� \GENS�N < i PE 7CM ATE dj = ' /�iSCopN/A /iNG��ti\�� S� JOB Imss Inuss jype TemneClassicgl V2C Vepey 1 i Jab Reference (optional) 2,A 6 ID:fzRvGRVJa037wfORkOlRzgz4mRu-Vydy63l ucx J%WfJgZYO'lTOBx2PS&gE81KrSUlD ICI 2 3 LOADING(psf) SPACING- 2.0-0 CSI. DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) Na - n/a 999 MT20 244/100 TCDL 15.0 Lumber DOL 1.25 SC 0.03 Vert(CT) Na - n1a 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hoa(CT) 0.00 n/a n1a BCDL 10.0 Code FBC2017ffPi2014 Matrix-P Weight; 6to FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT. CHORD 2x4 SP No.3 WEBS 2x4 SP Nc.3 REACTIONS. (size) 1=2-1-0 (min. 0-"),3--2-1-0 (min. 0-1-8) Max Horz1=33(LC 8) Max Upllft1=12(LC e), 3=28(LC 8) Max Gmvl=59(LC 1), 3=59(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. BRACING - TOP CHORD StruCturel wood sheathing directly applied or 2-1-0 oc puriins, except and verficals. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-secand gust) Vasd=124mph; TCDL=5.0psF, BCDL=5.0psh, h=168; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 4) Provide mechanical connection (by others) of buss to beading plate capable of withstanding 10016 uplift at joint(s) 1, 3. LOAD CASE(S) Standard MI13 i \��. ��i 2 PF 7RR41 A s �NA IENG?�\\\ Nss 1russ lype ely Temna-gasslogl V3 VALLEY 1 1 ' Job Reference (optional) F—. rL F��FL.—i mn:Ms MY aU3PnnCe. 5Wr Slate Mn Bx lllae5al®. IM. IYe et0:ndo9U0�te�P�9at ID:fzRv RVJaQ37wfORkOIRzgz7mRu-_BzKbOdOtlQewe5PoCD6 v9W7ndo9Ur19 P Uek7 2x4 II 2x4 II LOADING(psl) SPACING- 24)-0 CSI. DEFL. in Poo) Udell - Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.64 Ven(LL) 0.02 1 n1r 120 MT20 2441190 TCDL 15.0 LumberDOL I BC 0.08 Vert(CT) .0.01 1 ntr 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 4 nla We BCDL 10.0 Code FBC20171TPI2014 Matrix-R Weight 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 SOT CHORD REACTIONS. (size) 5=1-8-0 (min.0-1-8),4=1.8.0 (min. 0-1-8) Max Hoa5=78(LC 8) Max Uprdt5=104(LC 8), 4=-63(LC 1) Max Gmv6=341(LC 1), 4=40(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-5--2991119 Structural wood sheathing directly applied or 1.1-0 oc purilns, except end verticals. Rigid ceiling directly applied a 6-0-0 oc bracing. NOTES- 1)Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=S.Opsh BCDL=S.Opsf; h=16ft; Cat 11; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcvnent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoim(s) 4 except at --lb) 5=104. LOAD CASE(S) Standard �.�CENS+�.` PE 7aI`>r,7 Q 1 TATE CJF— r job truss truss lype Fly Tocomaaawob l V4 VeOey 1 1 ' Jab Reference o tlonal 1. I0:fzRvGRVJa037wfORk0lRzgz7mRo- 8x1(bOdO4LWa5e5ftiCD6mZ M9Xwnrio9U UK! 14M 1-8.5 2x4 G LOADING(Psf) SPACING- 2-0-0 CSI. DEFL in (too) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.03 Ved(LL) Na Na 999 MT20 244N90 TOOL 15.0 Lumber DOL 1.25 I BC 0.02 I I Vert(CT)Na Na 999 I BOLL 0.0 Rep Stress Ina YES WB 0.00 HOrz(CT) -0.00 2 We No BCDL 10.0 Code FBC2017/fP12014 Matrix-P Weight: 4lb FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-8-5 oc pudins. BOT CHORD 2x4 SP No.3 ' BOT CHORD Rigid ceiling directly applied or 1041.0 oc hracing. REACTIONS. (size) 1=1-8-5 (min. 0-1-8),2=1-8-5 (min. 0-1.8), 3=1-85 (min. 0-1-8) Max Hoal--27(LC 8) Max Upliftl=-9(LC 8), 2=28(LC 8) Max Gmvl=48(LC 1), 2=38(LC 1), 3=22(LC 3) ' FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Dpsf; hti6ft; Cat 11; Exp C; End., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pal bottom chord five load nonconwrmnt with any other live loads. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSVfPI I angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1. 2. LOAD CASE(S) Standard \\\\\��\\NN„ MI B�,/////� GEN !' PE 760.4T ?7 6 TATEd�Fn� �i/mil/�S'`4 Cpo(vAL ENG��\\` �j tttJJJ