The URL can be used to link to this page

Home My WebLink AboutTRUSS PAPERWORKiW _ SOUTHERN TRUSS COMPANIES. _ Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772)464-4160 * Fax: (772)318-0015 D�ninnf infnim•�finn• Job Number. J1901239 Customer. GHO Homes Name: MW-263-Tacoma Traditional Address: Meadowood Cty ST, ZIP: Saint Lucie Co., FL 3eneral Truss Engineering Criteria & Design Loads Building Code and Chapter FBC2017frP12014 Computer Program Used: MITek Version: 8.31 Jul Gravity. Gravity. 45.0 psf ROOF TOTAL LOAD N/A BY Mnd Guiding authority: St. Lucie Uounty 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) St. Lucie County No. Date Truss ID# 1 0827I19 Al 2 Oa27/19 A2 3 08/27/19 A3 4 0827119 A4 5 08127/19 AS 6 08127/19 A6 7 00127/19 A7 - 8 OW7119 AS 9 08127/19 A9 10 08/27119 A10 11 0a/27/19 B1 12 OB/27/19 B2 13 08127/19 B3 14 08/27/19 B4 15 0827/19 BS 16 08/27/19 B6 17 08127/19 B7 18 0827119 BS 19 0827119 B9 20 0827/19 c1 21 OB/27/19 C2 22 08/27/19 C3 23 08/27/19 C4 24 0827119 CS •-+,.25t408127179.•'.�saCB;-r. 26 081271 CJ2 27 08/27119 CJ3 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. 76061 2590 N. Kings Highway Fort Pierce, FL 34951 No. Data Truss ID// 28 0827119 CMA 29 OB27119 Cis 30 OB127119 CA 31 0827119 CH 32 D827119 CJTT 33 0827119 D1 34-1 Oa27/19= -D1A - 35 0827119 D2 36 0827/19 03 37 0=7119 D4 38 0827119 D5 39 OW7119 D6 40 0827/19 . E1 41 OB/27119 E2 42 OB/27/19 FGA 43 0827/19 H1 44 OW7119 H2 45 0827/19 H3 46 OB/27/19 H4 47 0827119 H5 48 0827/19 H6 49 0827/19 H8 501 0827/19 1 A 51 1 0827/19 1 J1A "'CD27119^ 53 OBr27119 J2A 54 1 OB/27/19 J2B No. Date Truss 55 0827/19 J3 56 08/27/19 J3A 57 0827119 J3D 58 0827119 J3T 59 0827119 J4 60 08/27119 J4A fit -0827119 J4B 62 0827119 J5 63 0827119 J5G 64 0827119 JST 65 0a27119 J6 66 0a27N9 J7 67 0a27/19 J7T 68 0a27119 K1 69 0=7119 K2 70 0827119 K4 71 0827/19 K5 72 0827/19 K6 73 0W7/19 K7 74 0827119 Ll 75 0827119 L2 76 0=7119 L3 77 0827/19 MV2 78 0827/19 MW BO 8 81 1 Teavot,MV10 Page 1 of 2 J � SOUTHERN TRUSS COMPANIES _ Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772)464-4160 * Fax: (772)318-0015 Project Information: Job Number.. J1901239 Customer. GHO Homes Name: MW-263-Tacoma Traditional Address: Meadowood City, ST, LP: Saint Lucie Co., FL 3eneral Truss Engineering Criteria & Design Loads Building Code and Chapter. FBC20171TP12014 Computer Program Used: MiTek Version: 8.31 Jul 2 Gravity: Gravity: - 45.0 psf ROOF TOTAL LOAD N/A Wind Building Authority. 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) St. Lucie County 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 No. Date TrusslD# 82 0827119 V2 83 0827119 V2A 84 0827/19 v2a 85 08127119 V2C 88 08/27/19 V2D 87 0827119 V3 88 -0827112 - V4 - 89 08/27l19 V24 umu..:F:�;pt•_va.�.v., _,.<^o'�'.�� .9rw.p�.: '.7X'Li�ASFc E-`-=:: T��'c..:rsrxn-�- s.y._e.r,/er&v.xars;s:_..-s:�-w:o-:�z+.a<sw,_.,F-=;?�_y.. .. : _..-. - �. ;n«�v.�: Page 2 of 2 TYP-ICAL DETAIL. @ CORNER - HIP NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. OA UP TO 265# = 2-16d NAILS REO'D. 132.51 per Nail (D.O.LFactor=1.00) nds toe nails only have 0.83 of Q UP TO 394J = 3-16d NAILS REO'D. lateral Resistance Value. _ 12 SO SO SO HIP GIRDER 12 O 15�& .O 9-9-5 CORNER JACK GIRDER use 2-16d toe nail TC L BC. Typical jack 45' attachment H7 (HIP GIRDER) l QA InA "-1 use 3-16d `. toe nail ® Td•`' TYPICAL CORNER LAYOUT & �-16d Q IC,\ i 'J i J i Typical Hip'jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — —— 2-16d nails ———-— BC ——-—--— 2=16d nails — — — —— JS TO HIP JACK GIRDER ' TC — — — — — — — 2-16d nails —— BC — — — — — — — 2-16d nails — — — — J7 TO HIP GIRDER TC — — — — — —— 3-16d nails ——-—— BC — — — — — 2-16d nails — — — — — Hip JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — C MPANIES MUM GRADE OF LUMBER [ LOADING T.C. 2x4 S1P 2 L B.C. 2x4 SYP 2 TOP 20 WEBS 2x4 SP No3 BoTrom 00 IIIII SPACING 24' Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 (800)232-0509 (772)464-4160 !g� SiR WCR: Dax D I, FBC2017 10 O.Q. Fax:(772)318-0016 s ..Y _ Bnon M. Bleakly Str ct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 N TYPICAL -DETAIL @ CORNER - HIP NOTE NDS=National Design Specifictions for Wood Construction. 132.5# per Noil (D.(j_LFactor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. 12 OVER f !1 ' 40 !?o !qo ALLOWABLE REACTION PER JOINT QA UP TO 265$ — 2-16d NAILS REQ'D. UP TO 394} = 3-15d NAILS REQ'D. J' A J3 1 0 ' ! H5 (HP fiBDER) O ® O ,, use 3-16a ,be nol TYPICAL CORNER LAYOUT 2-16d Typical Hip —jack' attachment CHORD MANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC —— -— — —— 2-16dnails —-—-- J5 TO HIP JACK GIRDER TC - — — — — — — 2-16d -nails— BC —--—--— 2-160nails — — — —— TC —--—--- 3-16dnails — -—-- BC — — —— — —— 2-16dnails —-—-— HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — — — 2-1 Gd nails — — — — IMUM GRADE OF LUMBER SYP LOADING (PSF) j( �jR L a B.C.2s4 - 2:4 STP 2 6I2 TDP 20 I WEBS 2x4 SYP No3 sanw DO 10 SPACM 2V CC Fort Pierce D��ggivision TRUSS F590 ort N. Mi 9EL 34951, COMPANIES (800)232-0509 (772)464-4160 Brian M. Bleakly Struct Eng #75051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 Hangers I Face Mount Hanger Charts iTev - Jo6tS® LISP Sbzk SM7 Rat Na":am 7 AVL• z Vi k J• H:� '[P 7� A' �';Jw , - Ald-1 - Uwe _101FAInsih;W --Iciw JL24 U24 20 1 1_0116 1 3 1_12 15116 1 - led 2 l(kd x 1-1/2 :470.1500 :ZM 320- 1 S, AF2 4 led 1 2 10dx1-1/2 sm t 60 ?ast 30 JU40LTZ - 1B 1-9116 3-118 1-12 - - 4 10d H061 2 10dxl-12H06 .465' E5:j sw 290-: 8 31, RI, Fm 4 led l0dxIA12HDS 50; 615 1. usl 'taw. Zx4 1=4 U1524 1B 1-9116 3-11B 134 1 4 IF 2 lad -fin, 7S. 835 SIR SUH24 U24 16 1-9116 3-1/4 2 1-3116 10d 2 IGdxI-12 see 4 led 2 led 11-1/2 `390 H026 HU25 14 1-9116 3-112 2-112 1-118 16 4 led 2 10dxl-1/2 -5 Re, F2 Uzz 4 MIS as -4:4 WS I M 60 `6 -''16d�� 4j 1"12 B40 96011046- 650- 7 w JL�� O �.- 0 T_ i JIM. W5 1 830 1 W *730. 31. Rl, F32 S' JUHNIt-'d t,lOdX1 -2)16 83D.101103S73D la--J_T-sms 413116 T 3714 7.4 1 Od .4-4 IDd Bm-timn I low: ills E 5, KF2 UOS213: N%WS -IS ' ji; -sviss-in 'Sin 6 12U 114751105 W5. 31, RI, .2,6.. -4: '-lDd 750 W.sma ::6 LlOtft T-112 ri1 BBD I tGOD1 1080 M +,MS_ = 16: 11-wa- 5-7)16 •:..s '14 :..16d-l;fi led -jVW j3M MIS ISO -:14-M 312,'2-1211,T = MWI .4 'iRdx oY' RS. Km I _�m 5-14 124/2 1-1/3 4'. 6:. lid�i-IiZ . . 1 13901 IU49WO 1 780 F2 mr 1236 13910J 14901 825.- :.6.26 L026 20 1-8116 4-W4 1-1/2 15116 - 6 10d 4 10dr1-V 710-- 805 1 970 1 650. 6 led 4 i 10dr1-112 840 1 see i W45 65ff A JLMF-TZ L11C2fiZ 18 I-S116 4-112 1-1121 - - .6 lOdHM 4 1 10dxl-112HDS 695j BOD'I M.' 730- 31, RI, F32 6 16d _HN 4 1 10dxl-721iD6 M 950 1 .730 im LIPS 20 1-9116 6-318 1-12 16116 - 10d 16 1 10dKI-112 118D 12961-1295 I .855- S, FIS, F2 lO 10 led 6 10dxl-112 1408 16001 1740 J28F-TZ - is 1-9/16 6-118 1-1/2 - - ' 12: K'-1!1 1100'dii-1122 BE '1105 ims I TIGPL %Rl, a 16Ld 1 4 4215 1 lFS 730 jum 116 16 1-9116 4-13/16 1 V 1 - 4 led 4 10d 7878 1005TTION-60 ill S, R5, F2 JU528 UmB 18 I -SAS 651B 1-314 1 - 6 10d 4 lod im 12Z0 1 rm .111 MUS26 Us Is I -SAS 5-1/16 2 1 - S. led 6 lod IM 14ZS 17605, sin - 31, In. 2x8 MUSZB I MM 18 I -SAG 7-1/16 2 1 a 1D_d_1 a lod 1710 19MI 71401 1230 1 F32 SI U26 16 I-01-9116s 1 5-118 2 1 1-3116 6 led 4 10dxl-1t2 -.750 Me 1 910 1 755 6 —16d 4 lBdxl-112 aBO.1 1000. 10801 755-. SUH28 - 16 1-8116 6-SM 2 1-3116 8 10d a 10dxl-112 10m 1120 IMB I SM S 16d 6 10dxl-112 1175 1335 1440"1 800* HLISM HUS26 16 I-M 5-7116 -3 2 14 IGd 16 16d 276D 14M 31401 3US-1 1925 PIS. HUS28 HUS28 16 13R 7-3116 3 2 -22 16d= -8 16d- 436 436 F2 HD28 HU28 14 I-SA6 5-114 2-12 1-1/s Nfin a led 10dxl-112 '1230 1390 IAM 7w _L 6 I234 1390174M I W H021a Hwia 14 1�6 7-2116 2-I2 1_1/8 i 912 led 4 L IOdxI _Ita 1 m Ya 14 �6 .2vmm 2410 2610 1170 1) UpIft bads hour bm bmased GD% trv&4 arseisnk had; m btw kx:eas dd be pmnft& 2116d sW= (0.148 dia. x 3-1/4'b9) nsqbc mod at OM af ft t3bla load Whom led memos are spedfled TtdsdartnotapplytojrHALmslmdndharigar. 3) FX=KM me KShwWm Nauwdbe*Wm ata3O'b45aWlBftuuOftWortmbbftheadutom'imthetble hods. 4) NALS: led xl-12' We are 0.148' dkLxl-I17 ft lDd raft are 0L148'd1Lx3'1mn led naft are OlW dl& x 3-10 WV. Newpu&vdswupdsbdpmdi vdmm8mndmWmtmd1nbkw1wL buTodunFinist NStaNessSleef ®Bold Coat WHDG UTr*Zm -al A At. 0 Is 112 CanUmied an Red page Hanpm Face Mount Hanger Charts iTow - �5 Ust m Kt= I*A' ft 7 60' iw% JLIS24-2 UIS24-2 18 1 3-1/8 1 3-7/161 2 1 4 1 16d 2 16d BM'..::SM WS 325 &M4-2 1124-2 16 3-119 3-118 2 1-11B 6 10d 2 10d 750 :90 MMD* 3w 6 15d 2 10d. mG.'m iOWT 380 (2) 2x4 H=4-2 14. 3-118, 3-1/Z-1 2-Ir2 -141B 4 - 16d, 2. -10d J24-2 HUS24-2 - 14 3-118 3-7116 2 1 4 6d 1W 1 2 _16d M7�9�W10401 495- M4_21F 14 3-118 1 3-7/16F2 - S416dd 2 7N6d :-aW: 'W3. 10401-495- =26-2i-= .1&.% mWi.. 54 �j 2 4,_ 4 7.1Z -4: .16d' 400 1165 12201 7355 . % 1 0-:'10d'•..4-: C lad 10 10d �d-' 1250 1405 1515,755 -10- 18 16d: 1 ;:4-- 10 1 UZO' ISM 1B10J 755. H024-2 t:M24-2 Z Ae- 1 3-118 1, 342 t2-12 'I-ljB :-Irj.,166- % 2. lGd- 615- 695- 745 1, 385 '-F-RISN-2' 14 14-1/8 I.-579 i 'Z, ":.4 16d." lIM M5 1235 laml 1155 1 RmrP2F- Rmcm .7 114'1 '1 :16d** =5 1235 *1300 1155 7 M2 Nn.L- MaxL12 4 - 6 O Amc law UN 1490 m.mi "7WHD26-2' 3-i/B] .14 i j,:.- Imi a. :12. 16d 4 Ind lzm 1390 1490 - 730- 1 I= 208S 2235 . 1170' JLW,2 UJS26-2 18 3-1)8 5-1/4 2 1 4 Ifid 4 -TGd 1 W MS 12M 135 jm&2 LUS28-2 la 3-1M 7-1/8 2 1 6 15d 4 16d IM 151`0 166 '135 9H2&2 U26-2 16 3-118 5-1116 2 1-718 10 10d 4 1m 1259 14DS 1515 765 10 16d 4 1m .1470 16TO �IBW, 755 SUH2&2 16 3-1/6 6-1/4 2 1-1/8 2 1' �4 " 'SDO 'MS 1 lal`5 755 1� lid 1m -1765 -19t5 11915 48US26-2 HUS26-2 14 1 4 16d 4_ 16d 1085 .323511300 '1155 HU&2S-2F HUSC26-2 14 3-1/8 5-1/4 2 1 4 16d 4. 16d 1085 12354 1300 1155 16US28-2 HUS28-2 14 3-1/8 7-118 I 2 1 6 lad 6 16d 16a MOJIMS] 1810 p2x8 HUS2B-21F KZC2B-2 14 3-1/8 7-1/8 2 1 6 15d 6 16d IM W% 11995 1 1810 RS, HD26-2 HL126-2 14 3-va 1 5-1/4 12-112 1-1/8 Aga 12 ird iod 1230 Tiff. '1390 M 1149a M, M I - 7BO ii-m 4,1 F2 -L a- H026-2LF RUC2r2 14 3-1,13 5-1/4 121-1/2 M'n9240 --UL 16d - 10d I'm : mu f. -1mr i M&2 HU2&-2 14 3-1/8 7-118 2-1/2 1-1/8 -!!t Um 11 141 IN 4 6 - Ild - 150 IrA 243a 1180 2610 1- 780 1170. H02B-21F HUCZB-2 14 3-1/8 1 7-1,S 12-1/2 ABfm 10 16d -L 10d IM *17351 IBM : 780: Um 14 a mm 24m am 1 1_a7a M-WU2�' ZIVB 7-13-j- -2 V I-�7 - fi,- led- --4-- 16d: 1221 'Ism 1645 -I3M . i aWTD-2',7 L=02- 19- :3-1/8 9-118, 21. I-E--a.16d 6 16d --1845 21051 ZMIM 6 e- AF 114- 2 - 1-1 1 17 162�, I 211, IS i6asi-im 0 7ss .121.1 d �4 ilkl .1 i_ 17M -19151 1M 755 MOO-2 - -119 SA7,101f IS i:-15d- 2. iiii 12420 I 2420 1135, J.'S HUS28-2 - 'RUS28 -2 -44' 7�113 - .2,.. "1 I f- ;lE4 6: l6d IEOTlaw 19961. ism A2 HIM29-21F 1iMCM-2 .3-1/8 - MA� --.-Z f T ims imm Imi ima . xlD -*. , .: .- -HU2B-2 I Eli, -,*-17.. .)Aa AIL IM 15W IMO.I= M I 2610 M 7W 11n H 628-21F. ;. - HOG2�2�. - , �"4- -i 14- .. 4. 3m% - -:* -T- . 'I A - 2 U2 . � ., -.: wo la* Md '4, Alii. ism -ia im 24M m IM 2610 '7W' 1790 - HUS210-2; J.HM194 ..�-14 :3-19: 1�1/8 2.- t- .8': F16d...- 21M 24C5 2MO =0' HM0-21F K=10-2 14 3-11B -9- -3: '-16cf- 8: flEd 21110 z4ss 26M 22M 2-1 N& i6d. 'ff- 2155 2W Sm '1170 "'Ism ILI 77 . 4 - 1sa Tod '2430 34M 3725 :.1 1950 M02I0-2F. t HUCW&-2-. '-'-14. -3:114 9:: 3 11 LW bads hm bm haeamd sa%fwvArid crs&*imds; nofttWbmww shd be pet AtA 2116dgrt=(IL148cfl&13-114')3rdMZpbeMEdEtWafftWdIWWheMlSdcmmKFoMpeffied This does nDtap*bJA WA MUS danlnaU hOWL 4FcrAEand KMhangers Nags ntidbe&Wmala3D8to4Targaftmigbfticlgfftmbbthahmdertoaddmthetame loads A ,Q WS3 Wood S=m am 114'x 3' bnq aW am 8r5ded whh HDO hmgm 5) NALS: 10d Wgo 11480 cU& x 3* bn 1 6d m (Ll6r dh x 3-12'bM. Cmradon Fbilsb WSbakdem Steel Mold Cat MHDG Oftle 7'= k* � V0 w 114 CanftW an not page Conuslan Knish EStaWess Steel gGDld Coat ®HDG 1111117dpie2i= Hanger _Face Mount Hanger Charts- M ITe W . ... • 3oC45ce :. v F"I: Di' • `SIo�N4:•: .; ReLNa +$7CC7 '6�ge .. v :... .. _ /ry :"(JipllGbiC :� ..�� ' .=-Rd.. :. n -:: Headx� " W ' ..'x- �'0 . .'A • '�. 31a _ r ` •:1: �' `Nml".. ;:Na F10R N� - � 10076 4157. 125% 160% SUH314 1I ! lCi14 1111 i6 21Yi6 I 10-9'i6 2 1-1/B - 18 10d 6 2 10d x 1-1fid 2250- .2525 2725 1135 ` 78 1 6 10dz1-12 2645 -3000 3010 �' 1135' HD3I4 HU314 14 2-9/16I 11-YI6 2-12 1-1/8 p60 16 16d, 8 10dz1-112 2465 3695 'Z780' 4770 29M 4515 12BO Max. 24 12 axis H0M41F MiW4 14 2-Bri6111-06 2-1/2 _ min is .i6d a 10dz1-12 NO 3695. 27MM 411ill 2980 44351. -12M 2D1.5 ' - Ma 24 12 H0316 11=6 14 2-616 13.WI6 2-12 1-1/8 ssn 19 16d 8 10di1-1/2 V70 'm 3125 4C¢ 39S iii IBM 2D 5 U 26 12 ND31fiF FOID316 14 2-816 13-5116 2-12 - 18 I 26 16d 8 10dz1-1/2 4005. ` 4435 4435 1� 2015. 12 . `... (2)3iB'. .. - HD304 '= _ . .. ... ._.... HU38-2 .'. .. - .14 ..• 'i;:IM ... _ :.6-7/6. ,.. _min 2-12 .7 4q/8 -:'. -Max Mai : r. �. l4� � 16d �'_..: '4: 6: '. --- - =:70dLL �'-: Y 1540 1735 7865 :7S 2155' 2110 2610 .1170 �3z10 H039-2 HIAB-2 14 5-VB 6-1/8 2-12 1-1f8 Nin 10 16d { tOd 1540 1735 1801. 780 � 74 6 � 2M 2M0 , 1170• _ HD310-2 H0310-2 .14 5-1/8 8 2-12 1-118 ft Ma 14 1 20 16d 6 16d 13080134MI37M25 � �0. 117Q 10 16m jgdxlZ: i HD312-2;'i ...:. .HII3722 '-1' 14 "5.118. :10- �2-12 j-'I/6 MR } is:16d .. B" 12. .,: ��< ^- ".. - ' 2m6 7980 tOS Maz. 24: 36g: 41711 44m .I'm 2340 (1)3z14 HD312-2 HU312-2 14 S1IB 10 2-12 1-7/8 Min Maxi 16 24 16d I 8 72 tOd 2405 Z780 2980 '16S 3a54 ant 447a1 2 m : A62G3d. Lk ... 71M-3 .. ' 18 4-A Fr4-12 .'2 7 '.f;.:.-' ..4 lad '4'. :166 .' 1040 1185 t 122D 1355 - - fur :16 4.98_1 .5-1U.2 .2 "T'`-. - : 8 10d : 2 _ . 10d . �: 10001 1120 1165 '380: '8: 16d -2"^`tOd' - 1165 1165 1165 3B0 2x6 �%-' •. ..:. _.: .- ... '.iM26d':+.': ., _-.. .. HUNr3 -.,.'_74:-4-541 .,..... . 412 ... .. 2-721-7/6 :.. .... 111, ;ff=. 196d. ,... 4. -., - �10d:" :: 1230 1390 1490 780 S. Max ..t2 r,6'.:__:- 1850 2B6 254 17m: - 439 4-1f1: -....... 2ilL _ : : _ .'' }.Min Max -.8: •1z- -... .. 7fid�: 4: _ ..-. `-.;Od.:-.. 1230 1390 14M 780 F2 6 1650 208$ 2235 nm JJSNr3 WS26-3 18 1 4-0 4-12 2 1 1 4 l6d 4 16d 1090. 71B5 1Z20 '135- J1328-3 U62&3 18 4-51e 6-3M 2 1 6 16d 4 t6d 1325 151O 1645 1355 $IW8r3 112Cr3 16 1459 15-7/4 2 1 - 8 tOd 2 10d 1000 112D 1165 : 3W 8 tad 2 10d 11S 1155 1165 380 HD25-3 HU26.3 14 4-SM 4-12 24M 1-1/e mw a - i6d 4 10d 123011390 149D1 780 Max(3)2x8 12 6 d850 2085 ZM 1170 HD26aF HUC26-3 14 45+8I 412 2-12 - t6d tOd . Max 2 6 1850 2085 2235 : tm' HD28-3 - 14 4-0 6-316 2-12 1-1/8 Mn 10 lad 4 10d 15G0 1736 Ism 760' max 14 6 2IS 2430 2610 1170. - HD28-3F - - = 14 1I -4-m i III fi-31B T72 -_ .� 1D - ifid -4 = -70d" ISM TM IN Max 14 6 27S 243O 28W -1770 '.U: -1 4-507 F 6-318. - 2. :-'I -�. �;=. A .16d-: -4 ' r..16d- I= 1510 Ise 1355- ' .6621T 11-'j. Llllm $1 .' 77a.1431& &316 Z- �-L.: V - :. a-. I :16r, .6-- ` .16d 1B45 2105 1r66 198111': •.I1210-3-." .]fi: :¢98 8-39._;•2?: ;;F. <� 14:I.-lod-'6: 1 - 10d :{1750 '1965 2m 1135'. 14 ` .16d . -. 6-1, 10d .:: 2MOW 23S 2 .1135 - HD28-3 .. .:.. EW •10:", " :k-. - . .. - `. 1540 1735 Ism 780. , 2155 2430 26101 17m RZXIO '.•=r`_ 1g128 .;.,' ... ''. .. ., ._ -• -'_"' .-•. t'•.::'...'.:-�.>:. 144. .,row 242 '�'.:: 1fid' .'. ... .- 10d�-,:. =°rw. 1540 1735 78ffi �-780 -.1F 2153 2510 �101177 'Hmb4 ... �t ; 14- 4-W -B-V4' '2-72'1 �a '6fo-'14.- '2D..- 'P•; 't6d {; 'a.: •-..P., ;-tOd': :. 210.20 2610 110 10: 378O .345 3= 15- .. }012.10.3F.: ," Htlt2)0-3 =' --i4:4-5�8H 1R. 7='12 '::.;' �:.�� .1T6 ;::1�'. '. i• -18Q' ..:..:10, '. 6• `.:: .: 16d -- 255 2430 2910:UID- 3OW 3476 378 1M 110021D-W . 11=11-3 _ 142• 4378 T.9 - 3:' Y- -, :12 t W53 : 6 - _ ..WS1 tt 5054 5590 SSi61 2475 31, Rt, F32 1)npOtlmdBtmzbmhueasadM%frrwkdar bads; Im1 Markxnaseehe0bepemted- 2)16dskims(414B5a.=3-1/4'bnd may be used at GM atih ialhbadwhee 16d mmuea arespelfmd.Thadae9 not apply to,01S, HUM MUSslut nallhangers. 3)WSBWood Sv ara 1/4' x3' bng andare lack wBh MQhmM 4) NALS:10d m1s are 0.148' dira. x 3' hill, 16d naas art 6162' d a x3-1/2' brig. New mdad Mmrmtimi ma dew In bbml®L 6.� A -= x Cw0rmed On nett page 117 Harmers Face Mount Hanger -Charts MiTeV .•. Jatstsae Smdc Ida AetNe. 6avge:1H N-c BeL' :6 . 0 `�:A : ''!da' ••-. 17a1i Ott' .: -Ma'➢'-` 100% 1151L S25]L " JlIS46 LI1316 18 3-SM 5 2 1 4 1 16d 4 t6d 1040 -1ffi4 12� S10t46 U46 16 39/I6 473Afi . 2 1-.1la _ 10 10d 4 10d.125011405.1512 ' 75S ' 10 16d 4 tad 1470 12670 IBM 1.755' FB7546 KIS . 74 3-518 .. 5 2. . 1 16d 4 • .: tfid : 1a85 '1235 1300 :.1155. 4x6 NU546ff HICiCW 14 3-SM 5 2 1 4 16d 4 16d 1085: 7234 1300 1155. Ha46 JIM 14 3.9116 5.1/i6 2-12 1-118 B l6d 4 lad 1230 1396 1490' 780: Ma 12 a 1850 "2036 2235 -:1170 ' Ho46F HUM 14 3-9'16 6-1/16 2-12 - 8 160 1 1� 1230'1390 r 14M1 780. NatAfmc l2 6 .16soi 2685 2235 7170 ...>.^•• :.: `JUS-0fi=-:..111546 •::4 "IB 1 3-6J8- ':.5 ::. 2 ..1 :4 L-AF .: �.4'. =.'1fid`•w.. IOW ING' 1220 1355"11 :JUS48.j.::.:..UFA.-�..18 :3-518 -6718 .2' -tf.)--".-_fi :-16d I -A. ..'y6d-e-: 1325 3510 Iw 13S' -: - _ 3UH4fi,. -`•. ... .iR6., ,. -. -... 1fi: I.14. 3-9tl6 4-131i6I -:- ,2.. ` •. 7-7IB: -:-. :,a _10d' .:?'4 :'.tOd-:r 12M 14M 1515. 755 . . HI+ - Ise : 4 :: 4Od - 114M 1670 1800 755 H1516'j. :3-578 5_.. :2':Ix1..: :•a. 'i.4•:16d :-4�.123.5I1300 1155 3-SIe - i?': : 2'..:r7:.::.-. - 14 . -.16d 1 .4,' i Ilid -' 1ae5. 1235 1300 1155 ':. HLISa%_-.I MUS49.'{i 14- 3-5IB ;:7:. 2.1 :T':I':=.:.-6 I�-16d :'6:>::,=16d;:: 16291850 1995 Isla' Lxe'... HI1548F :. :. 1'FIUSGe :14 i3-SIB -:7'." 2 .. .1 .. "--. fi ... 16d 6:.fi 16d-. 1625 1850 1�5 1870 . i . :. :• . }' •.. - .: f{FF !' . ..- -. - .. Nan • 8 '.�- .-16d - � 4 _.•' .-10d .: �` . - - 1210 1390 f 1490 780 Max: •'12. 6:... 1850 20M ZZiS 1170 `. - - -_ .,3 ii8 A6 : 14" -'•- 3.9'16 -5_41G 2.12 ••--.-' AOn. l -8 ..-, �. 16d '. 4 ` 1: .. •. IOd. : .• 1230 1390 1490 7801 5, 85, MU 12 .'6., IBM 2095 2235 1170 . 3-9/16 .6-1;/16 '2:42 1}V9. NTm. PA= '1a, 14 '. : 1fd '- 4:, (. '.' .. 10d.:. . 15W 17,15 180 .780. 12 - . 6, 2155 2130 Z50 .117a. ' ' .. . .... .. .. .... ... •..c .. .�. -. OOn • ' 10 '.... 4 -. .-..- 1540 7735 lamm 780 ' -Mmc. 14 .•6.. 21S 2430 2610 .117S. JU548 L1L541 1 18 3-5M 6-718 2 1 ' 6 16d 4 16d U3 '1510 .1645 13M JUSA70 LI6410 18 35M B-718 2 1 8 16d 6 16d 18t4 21(5 2290 19M SUH410 I U410 16 33/I6 8-318 2 1-im _ 16 lad 6 lad 2a0a 224S 2420 . 1735 16 16d 6 lad 'WO 26M 28B0 11% HUM I HLISU 14 3-SM 7 2 1 fi 16d 6 16d IMF 1850 19% 1810- HUS48F 1 HUSC/B 14 3-W 7 2 1 6 16d 6 166 1625 .1850. 1995 -1810: H048 HU18 14 3-9116 fi-15116 2.12 1-1/e Min 2- 16d 4 10d 75W TM 18g. ISO - mn 11 6 2155 21i0 26f0 1170. 4x10 H048a= HUCAe 14 3-9+I6 fi-15116 2-12 - M" to 16d6 4 lad21M 1540 1735 1865:780. � 14 24M 7510 .1170 - I013410 1 HM410 14 345/8 B-7/8 2 1 8 16d 8 16d 2T10 2465 2660 2210. HJS4101F / HUSCa10 14 3-56 S-7/8 2 1 8. 16d 8 16d 12170 241& 21i50 . 221a- -H0410 I-HUgO -14 3-9116 8-13r6 2-12 1-1/8--� - Mae- 14 -20- _tfifi_ - fi lad - 21S 2fi 2MG 1170- 10 13475 1� H0410tF FNG70 14 3.9hS S-13116 2-112 _ 14 t6d 6 tOd Na 20 10 .345 3Td 1950 HOa410ff 1 FOICONO 14 3-9116 9 3 1-12 12 - N5i 6 1115:i 5015 5590 5590 2975 31, R1, F?2 1) tW hffi9 hme been hnmmd 6076Mu0d asdm& fads; m tffdw I e® dw be pema'Ited. 2)16d drLkms gLUB dkL x 3-1/4" brio may he nd at a84 dsetdde I®d whee IGd spec8ed.7mS does mtap* ta•m RIS, MI15 slednaa hxWm 3)WIS3 %bDd Smews are 1/4' x Y Img and as txlded w0h Haahmges. 4) ■.e o lad naffs are 9148' da x3' bm 16d nabs are0.16r dht. x S-12' long. New paduets ar updated produChdmmtm are bfloe font Cartodan Finish WStahes Steel G- 6ud Coal EINN MTdple Zhm 119 N I MINIMUM ORADE OF LUMBER ,e ' IjLp Ohard 2A4-2YP 12 SPF. +1 J2 Ot 6 1tar - ISoR Obard l2W(•) OR 294 SP �2N OR SPF di/d2 or batter ;I Y)➢bF, 2A4•SYF dJ or botbr �)AP7 INY SL NFPm FROM A Y➢. 04MED OD ➢qu%w ATM 9 Wr VAULEY TO ON iWPPO16DtO TRUSS• WR16 ;! (2).16d SOX (0.106' S U NMI! IEO Mt-NNFOR tt PUD�0� ASOE 7.10 .1.LPN lYWO. MAN Name., EARNED ulll m. EMP. v. RSgOWOW. WUIo TO DLrO Par. WoMi lcla wm s/➢ LLLL\ ➢ u. . W—OIIMax 20'-0" Max SAT24" 0: . TRUSS ED�bEl1 04 LDWLLY BPACF, rob NL MAr was QUM T-➢.. MNOMUM VALLEY VIUMOAL HOOHT LAY NOT CWHOD Top R Ivuo Or, 7Ay'99 OW[A1N VALLLY SET MOOT OQ ➢WED W MI pPp I�A•. 67 WILO, PALM ➢HTAnONQ APPU➢O PNOR 70 VAUXY TRUSO WM1A IA PWNRS AT 94' 00. OR AS UftWISE SP67TIED ON QIaINEOW IPM DMIDN D91R' VAIISY�TppuuggO➢➢ US➢O IN UFU Or PURLIN ➢PACINO AS SPECIPIM ON ENOINW BEAtaO -0U➢NSION. p••�ucNuni7N"tnvnlLir°t0 u(P/AESUa°j.OAioHO 7H6 mTMOPII or°'M➢ 7oPPCIraRv wa (4•) IMOER SPANS I!Aj.. , BC BVRT A9 IANO A9 7FIS VERIIC4 Ha010 OOF9 Nor oc°u° 1a- OOROM OHORD MAY of sQLkW OR PMED OUr AS SHOWN. e (2)12d VAL E OHORO MAi� NfNfjr-- ` OAtWIE A o •ryt0[ NN V/„kl S B�^+ OPTIONAL y�t19 OPTIONAL HIP °•" ENO VERTICAL • JOINT OETAIL = r— r -I 1 t-1 tam FRAMINO TO LL 20 20 PSF TO OL 10' 16 " P9F 00 DL 10 10 PSF 00 LL 00 00 PSF TOTAL LOAD 40 46 PSF D6NDIgN DDNB 1.0 1.26 oCv7 SP DF j jj S'F a`ra�e�{,: IL HF SP DFLI a c5i 5PF E CI HF ,x A'11 SP DFL I Iru ci -iF r u s4E; [D E �• i • ;n^ 4-� . — e-8 -° s—B to-9 t -p aoeLE TRue° GETNL'NolIDt —D _¢ _¢ —e 0—e a—e a—B uYE lDM DtptrttNDN C011071N IA b/a.4D, •'B— B— -e —a —o —o p_ _ o-B —A a—B •-° nDMPNV°U9° 61WiW IND• lo, PBF 7D DFNI IDAO)• . °A°l8 mtD BuppD,P�D FP 4'`O�A. ••¢ B— •• D-0 —o .-B —O. ptrnppno yiflll_¢••oi'°�DVm11NND,0¢ t PLYWOOD 0. . 1P�n� ° tOtryA'A^ Da. At F" oa lip uy®. Bohh r) n ep�q®I BP CZoN¢6 1N9A'pnErNo ZONOU AND B' 00. 0 �qp MLMB¢R IFNDD6! AC A MIMMum OF °O% OF R'¢B �ItY m ° 1t'I 1' dd B pA? t REFER TC CHART MOW FOR mm rM9LE VOMCAL LENMH W cr r roT ro FnolloO 61eoHp Is Us' Iho mpom16d1Iy or Wn 4T%nor, p Is momdwhmm nor III Icbdoolor, pmonl NwQ�ltmm mo oeolbood to mk peGodona • . 5OUTHERN t� nipp I��nlna 1 7 ro miaM r•9 m matprl Mum Old do">U,o6N dwM7 mo�Qmo�p a�n�d ppmmm�. III uQmt� � rW�!d bt Fort Pierce Dlvlslon owo➢lo epplootlop7. an'9F5F-91 inw°7 °a . TRUSS ¢Fay 6'I��; o I $°9. GoQow Por ha dN p, ImN0N9 A b y B"NI pld, goad d 000d 4 wu Mmdmun Total Load 60 PSF COMPANIES (e00)As¢-00o¢ (772 411-4100 Tnmu mi to IN I slid and{nitIv Id Is IV 6 e dtdphl ad �6 P Fo ,d77A)a B—ODIB tthuo no dAo9 h op1 dna Id Is Id Noy ohoQ i 6tvood n SPACING AT 24" C.C. waJh•.•••^++• ryroYM op Iho 4uw ii,yn, Tmm dmG b, lwom� rM no,oim6la oon dmMl Id MR ]tAt♦ ic;li Pia M 'MLIM GRADE OF LUMBER Too.;Churd 2n4 SVP 02 or batter eOtt��hoN 2i 4 SYP 82 or batter IWabo 2x4 SMP aJ or batter I I REFPj lO SrAl m OEM FOR S47HED PIATO P=fA%Cx VIOMMR AT 4' CC WOL -m umm CHORD. NFL= Um SE SrAomen So THAT ONE SPLICE TO kT7O macs mmm DEMON Pon SEGI NED PURLIN SPACING. SOUL m APPIICABIE FOR 7HE FOLLLMANO WMO CONOHIONSI IQW" WCA0. 30' MEAN HOT. ASCE 7•10 CLOSED BUD- 4tdMM9 IN ROOF. 1 W. FROM COW Ep��Ap,A {�yMPXOA�m peF. wow10 D CL- Per 7U 04.0 PSF.I IRNY 70 IIOF I� �NaaF FADE [x. WY SE oABET FROM D4 FACE A7 Lt1Nt� A! BOIII FACE] ANE SPACED 4' oo MNf. WEB BRACING CHART WEB LENOT-11 REQUIRED BRACING 0' TO 7'9" NO BRACING 10 'T" BRACE. SAME ORAOE; MOM —AS WEB 7'9" TO 10' MEMBER, OR BETTER AND BOX LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. . 2x4 i' BRACE. SAME CRADE, SPECIES AS WEB 10' 10 14' OF WE13 MEMBER. ATTAOR CH WITH 18dB NAILS SAT 4" O/C.. NIX NaATTACH PIOOYBA ii WITH ewxoxl/2'ICOX PLYWOOD WITH 4—f6d NAILS IN EACH BOTH FACES 0'4'-0" O.C. MAX. ' Bnlhn brudnp Is nl Ne tupmAVIIr of Um dnlpnr, plate nor bun labdwla, poem end" baron on emomd to m �y1e1�E aadobe npoldlny mugo bmabp Ich b dw fegdnd la pn sn tI7Gl7N and danino 19 dNttO mellaE mad ma mwd kubg WIM may I �F� Fort Plerce Division nab, app0a0ona sx'9at-BIm�p dmt wnmmtvF an E eE95 2SSa1 N M"a. Nlyh,r ddbaa Iw lamdb9, Mldln7 a Modag noW plots eonanW nod Fa Pluee, FL 4OS�' COMPANIES (600)232—BeoE C772 404-41so Tmmn mE la bel and Inlnd h Inbn pbl one Fa.t(771)3(S-0ate 2hm raa A b 7;Ad dh4 to lbs I ah Ilae�.hal dpodAd on Ne UIFL Tmun oMl be e l n mmmb ' mHOon 5 Rmul kmagk ..._. JOINT SPANS UP TO TYPE 30' 34' 36' 52' A 20 2.50 2.50 3x5 B 4x6 5x6 5x6 5x6 C 1.5x4 1.5x4 1.5x4D gI.5x3 5x5 5x5 5x6 0 Maxlmun Loading 59pef at 1.33 Ouration Factor 50paf at 1.25 Duraton Factor 47paf at 1.15 Duration Factor 1 SPACING AT 24' O.C. L-BRACE DETAIL 11 NaTmg Pattern . L-Brace size Nail Site . Nag Spacing U4orb 10d 6=o.r W, 6, or B 16d 6' o.o. Note: Nail along entire length of L-Brace..' (On Two-Plys Nag to Both Pges): , 0 [Note: L-Bracing to be used when continuous lateral bracing Is Impractical. L-brace most cover 90%of web' lengfk.' L-Brace must be same species grade (or better) as web member.. L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing LNeb S¢e 1 2 ?�C3 or2x4 1A 2xG 126 2xB 2xB ... ^- DIRECT sussTnUT7oN NOTAPUrAELE L-Brace Size for Two -Ply Truss Specified Continuous. Rows of Lateral Bracing Web Size 1 p DGi or 2X4 2x4 — 2x6 ..« 2ffi' -bff— ' +� — Der suBSnTunoN NarAPUCABLE. -r•T'��:`„��•.=-?ttraw;.w�-aM �u¢:F�.,-.•�. ' ,._ .<-.. --:-Y3.:cc.>c>: �..,:e-b mac=-':` `�iF==:sri. 3�"ii;,;ti �'ar1 ,- SCAB -BRACE -DETAIL I ST-SCAB-BRACE Note: Scab -Bracing to be used when continuous moral bracing at midpoW (or T-Brace) is P Scab must mverfull length of web -q- 6". THIS DETAIL IS NOTAPLJCABLE WHEN BRACING IS — REQtAREffAT1J3•POIN7SOP,MRACEISSPEC4RIED:-' - APPLY 2x SCAB TO ONE'' FACE OF WEB wT H - 2 ROWS OF 10d (3-X 0.131-) NAILS SPACED 6"0.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. ' ' �\ MAXIMUM WEB AXIAL FORCE = 2500 Ibs MAXIMUM WEB LENGTH=.12'-0" rscAB BRAcr 2x4 MINIMUM WEB -SIZE- MINIMUM WEB GRADE OF93 NaSs� � Sermon Data ®� Scab -BMW Web Scab -Brace must be same species grade (or baiter) as weti member. T-BRACE / I -BRACE DETAIL. - Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length Nate: This detag NOT to be used to coti0ert T-Brace / 1-Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size I Nag S¢e ' . INall Sparing 1x4orW I 1od 84oc 2x4 or 2x6 or 2x8 I 16d 8' o.c. Note: Nag along entire length -of•T-Brace l I -Brace• (On Two-Plys Nag to Both Plies) . alternate position [T*» Nags ,,� altemate position Semur Deng Nalls w� I -Brace Neils _ Brace Sae for One-ft Tors Specified Continuous Rows of Lateral Bracing 1 2, 1x4 (y T-Brace 1x4 M I -Brace I 1x6(7 T-Brace 2x6I-Brace W T-Brace 2x81-Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Weh Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x61-Brace 2x8 2x8 T Brace 2x61 Brace T Brace / I -Brace must be same species and grade (or better) as web member. r) NOTE: H SP webs are used In the truss, tx4 or US SP braces must be stress rated tioards with design values that are equal to (or batter) the truss; web desk, values, For SP tnss hu� ©lades up to #2 with 1X bracing material, use 1ND 45 for T-Brace/I-Bram For SP tots lumber grades up to S1 with 1)bracing material, use IND 55 for T-Bracell BracE Job iruss Imss lype Fly MWTamma Tacoma-taditianal-gr Al jQty Root Special 7 1 Job Reference D lgnal SDUMem TNae, FL Pierre, FL, 34951 18 17 ' " 14 "' " 11 2.6 11 4x9 = 3x4 = US = 3x8 = 3x4 = 4x8 = 4x9 = 5-4-9 I 549 13-79 i &80 67-880F 4-82-15 2825 7I 44-11-8 Dad Deb. = 3/8 In 10 NOP2X STP= 4x5 II Ii Plate Offsets MY)- 11:0.1-12 D-1-121 14:0-1.12 0-1-81 18:030 0-2-81 19:Edge 0-1-121 r10:Edge 0.3-61 111:0-2-4 0-2-01 f17:0-3-8 0-1-81 LOADING(psf) SPACING. 2-0-0 CSI. DEFL in Qoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.26 14-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.6014-16 >897 180 BCLL 0.0 Rep Stress Ina YES WB 0.88 HOR(CT) 0.15 10 We We BCDL 10.0 Code FBC201771P12014 Mafix-MS Weight 283 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* T5: 2x4 SP M 31 BOT CHORD 2x4 SP ND.2'ExcepY B7: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except' W2:2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verOcals. BOT CHORD Rigid calling directly applied or 6-7-0 oc bracing. WEBS 1 Row at micipt 3.17, 4.14, 6-14, 7.11, 9-10 REACTIONS. (sae) 18=0-5A (min. 0-1-11), 10=0-8-0 (min. O2-0) Max Horz 18=161(LC 9) Max Upllftl8=&i9(LC 8). 10=554(LC 9) Max Grav18=2010(LC 1), 10=2010(LC 1) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-18=1963/564,1-2=2448/647, 2-3=2448/647, 34=3939/993, 4-5=2741?71, 5-6=27211752, 6-7=2955/855, 7.8=2018/671, 8-9-23751655, 9-10=1931/588 BOT CHORD 16.17=113314096,15-16=-80313096,14-15=-803/3096, 13-14=-669/3l l4, 12-13=621/2682, 11-12=621/2682 WEBS 1-17=795/3022, 2-17=408/242, 3-17=2076/525, 3-16=1013/393, 4-16=234/1023, 4-14=1132/480, 5-14=498/1979, 6-14=1213/497, 6-13=58=43, 7-13=1777747, 7-11=1209/305, 8-11=59f591, 9-11=-0382008 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) W nd: ASCE 7-10; Vul=i60mph (3second gust) Vasd=124mph; TCDL=S.Opst; BCDL=5.0ps% h=lfift; CaL 11; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Al 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 live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qr-Ib)1\\8 LOAD CASE(S) Standard�'C� _ F r: .' IDO- �= STATE FP/ 88�j i'0O \`ORI �•a.%C.- �7v�_- �:�ti-= ... �. -.sas+;R4�-•�=a�-...,-r+-•—•---•--.�.- o....-r_ z.._Y.�-:�..-..� - -'" Job Truss ruse I ype MW Tacoma Tamma-6edrdanal- r A2 Roof Speda 1 1 Job Reference (optional)' emmam 1 Mn, FL Maim, FL, 349>1 s nn ri 5' 5x5 = fek Dead Load Deft. = 3116 in 2x6 It 4x9 = 06 = 3x4 = ' 31B = 3x6 = 3.4 = 4x4 = 144-14 1M 31-0 3--11- 53 I 0-1-1 i 2710 80.8 1 610-1100 Plate Offsets MYI— 11:0-2-0.0-2-01. (8:0-3-0,0-2-0), r9:0-3-0.D-0-81. 110:0.2.0.0-2-81, r16:0-M,D-241 LOADING(ps( SPACING- 2-0-0 CSI. DEFL In (loc) I/de8 L/d PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.16 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.36 14-16 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.99 Hom(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC20171TP12014 Mabbc-MS Weight 254lb 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 WEBS REACTIONS. (sae) 17=0-5-B (min. 0-1-15), 10=0-10-9 (min. 0-1-15) Max Horz17=149(LC 8) Max UpIIM7=-068(LC 8). 10--+431(LC 9) Max GravV=1651(LC 1). 10=1651(LC 1) FORCES. (lb) - Max. CompJMax Ten. - All forces 250 (lb) or lass except when shown. TOP CHORD 1-1 7=1 598/490,1-2=1 8291501, 2-3=18291501, 34=2806/727, 4-5=18171503, 5-6=17711529, 6-7=12D91345 BOTCHORD 15-16=878/2786,14-15=87812786, 13-14=677/2181, 12-13=-428/1651, 11-12=428/1651, 10-11=29211209 WEBS 1-16=627/2296, 2-16=-497/287, 3-16=1226/292, 3.14=820/332, 4-14=238/951, 4-13=1044/436, 5-13=307/1221, 6-13=3321195, 6-11=664/297, 7-11=170/897, 7-10=1812/432 Structural wood sheathing directly applied or3-2-14 oc puriins, except end verticals. Rigid ceiling directly applied or 6-3-8 oc bracing. 1 Row at midpt 1-17, 3-16. 4-13. 6.13, 6-11, 7-10 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; BCDL=5.Opsf, h=16Ik Cat It; 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) This truss has been designed for a 10.0 psf bottom chord live load noncenwment with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb)17=468, 10-431. LOAD CASE(S) Standard _ \o\1`1 Btu,/�iii P Y605 r n- -O ; STQA F 5", 0 i,// h o russ was ype y MW Temma Temma-tadidaal-gr A3 Roof Special 1 1 Jab Reference o 8onal - 6.00 12 5x5 = 3x4 = 2x4 II 2 3 1 22 21 , 20 Sx4 = US = 3x6 — 3x6 = 2x4 = 7 SIB = 8 4x5 4 6 5 5x5 = Sx8 = 16 19 18 314 = 4x12= 2x4 11 Dead Load Deft. =1141n 5x5 = 2x6 11 9 5x5 = US = it'. 10 NOP2X STP= 15 14 27 US = 2x4 II 41B = 2x4 II , 3x8 = 2x4 II LOADING(psf) TCLL 20.0 TCDL 15.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Inv YES Code FBC2017/I-PI2( CS'. TC 0.99 BC 0.76 WB 0.93 Matrix -MS DEFL in (toc) VdeB Lld Vert(LL) 0.17 16-17 >999 240 Vert(CT) -0.37 16-17 >999 180 Horz(CT) 0.10 27 n/a n/a ' PLATES GRIP MT20 2441190 Welght29011b FT=20h LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-D-7 oc pudins, except T3: 2z4 SP M 31 end verticals. BOT CHORD 2x4 SP No.2'Fxcept' BOT CHORD Rigid calling directly applied or 6-D-0 oc bracing. B3,F2: 2x4 SP No.3 WEBS 1 Row at midpt 5-16. 8-14,10-13. 2-22 WEBS 2x4 SP No.3'Except' W 14: 2x6 SP No.2 REACTIONS. (size) 22=0-5.8 (min. 0-1-14), 27=0-8-0 (min. 0-1-8) Max Horz22=147(LC 8) Max Up1i822-456(LC 8), 27= 414(1-C 9) Max Grev22=1601(LC 1), 27=1601(LC 1) - FORCES. (lb) -Max. Comp/Max. Ten. -All forces 250(Ib) orless exceptwhen shown. TOP CHORD 2-3=17271500, 3-0=2353/624, 4-5=2525/680, 5-6=17071466, 7-8=621291, 8-9=11841347, 940=13351363, 13-27=16011414 BOT CHORD 21-22=248/330, 20-21=616/1727,19-20=61611727, 5-17=295/1110, 16.17-669/2163, 15-16=443/1655,14-15= 443/1655, 13-14=25//1019 WEBS 2-21=-49411877, 3-21=10931411, 3-19=181/849,17-19=746/2448, 4-17=399/156, " 4-19=1195MB1, 5-16-8311339, 8-16=1951713, 8.14=8.53/294, 9-14=69/320, 10-14=1131566, 1D-13=1660/417, 2-22-1578/515, 6-8=1900/515 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.Opsf, h=16t, Cat. 11; Exp C; Encl., 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 psi bottom chord live load nonconcurefd with any other live nsiloads. 6) Bearing aljoint(s) 27 coders parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify\eL{ MB4,L. bearing surface. \ \ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift atjoint(s) except 'tc R�X—\CE1VS��` <�/// 27=414. ` LOAD CASE(S) Standard P 605 SBAIF� 9' RR1 �._=.m-.g..'.^.--.•-..: r._b::_= - .-_..:__.�.-ems_--..-.._:�,..-:.,.-. _ 3 - o Truss ruse ype y MW Tacoma T.w,ra-eadlbwaFgr A4 Roof Spedal 1 1 Job Reference (optional) ID:fzRVGRVJa037wFORkOIRzg11mRu-ti6eBfeNpIVGCrBIE1mmfxg C 57cWamweseCPyjva 3L3 410.2 1642 3-4-3 sao I -6-6-0 26-30 35A 1-8 sa OU7A 3-4-0 Sx7 = 5z5 = Dead Load Defl. = 3/i6 in 5 6 6.00 72 5x5 = 2x4 II r 5x7 = Sxe = NOP2x SIP= 3x4 = 2 3 7 8 bx5 G 8 1 n W6 Ar M 10 c 8 11 N 0 qq 12 11 10 24 Io +f 18 6x6 _ 17 18 15 14 2x4 II 3x4 Us= 2x4 II 4x82x4 II 2x6 11 3x5 = 3x6 3x5 = 52x41 l g 12 3x8 = 2x4 11 2xa 11 3-4-3 9-112 16-1-2 7-9.8 22-0-0 26-9-0 3138 35-2-8 3g-I -8 I 4-5-0 3-11-0 0 Plate Offsets O(Y)—T2:0-5-40-2-e1 T5:0-54,0-2-8116:0-2-80-2-41 f9:0.3-0D-2-81 f13:0-1-150.1-01 (13:0.3-0,0.1-111 f14:0-2-40-2-07 f15:0-2-40-1-81 f17:0.2-0,0.1.81 LOADING(psf) SPACING- 24-0 CSI. DEFL in Doc) Ildell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.98 Vert(LL) -0.19 9-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.26 BC 0.75. Vert(CT) , -0AO 9-11 >999 180 BCLL 0.0 Rep Stress Ina YES WE 0.92 Hom(CT) 0.12 24 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 2901b FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 _ TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc pudins, except BOT CHORD 2x4 SP No.2 'Except* end verticals. Ff,F4: 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 6-9-14 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS - 1 Row at midpt 4-14, 5-11, 7-9, 4-12 W11: 2x6 SP No.2 REACTIONS. (size) 18-0-5-8 (min. 0-1-14), 24=0-8-0 (min. 0-1-8) Max Harz 18=138(LC 8) Max UpliR18= 461(LC 8), 24=-361(LC 8) - Max Grav 1 8=1 601 (LC 1), 24=1601(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 260 Qb) or less except when shown. TOP CHORD 1-2=-854/265, 2-3=1709/538, 3-4=2093/600, 4-5=1789/501, 5-6=1255/393, 6-7=1490/399, 9-24=1601/361, 1-18=1579/470 BOT CHORD 16-17=-326T/05, 15-16=3261705, 14-15�59411709,13-14=794I2520, 12-13=757/2450, 11-12= 422A531, 10-11=1971T72, 9-10=1971772 WEBS 217=tb19/354, 2-15=.389/1457, 3.15=9201356, 3-14=109/557, 4-14=17161540, 4-13=-418/1481, 512-2991965, 5-11=69WBI. 6-11=-691337, 7-11=143I672, 7-9=1616/435,1-17=357/1335, 4-12=1289/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=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 ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bodom chord live load noncencurrent with any other live loads. 6) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify rapacity of bearingsurface. `\ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100Ito uplfft at joint(s) except ijt=lb)\1 t0i, 24=361. \\ \P,111`t��v__� LOAD CASE(S) Standard \\\� V�CSF` `� ..605 � G t STAIF Job Truss I ruse I ype Qty Ply MWTamma Tamma-tradldonal-gr A5 Roof Spedal 1 1 �I Job Reference (optional) aoumem 1IIISa. IL nerCe, rL, J .' 5x5 = 6 4xl ;TP= 18 17 1b 15 14 3x8 = 3x6 = 2x4 11 2x6 II 3x4 = 3x6 = 2x4 II US = Dead Load Defl. = 3/8 in LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20177fP12014 CSI. TC 0.90 BC 0.87 WB 0.94 Mattx-MS DEFL In (too) Vdefl Lld Vert(LL) -0.39 10-12 >999 240 Vert(CT) -0.8010A2 >533 180 Horz(CT) 0.11 23 n/a We PLATES GRIP MT20 244/190 Weight:2691b FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc pudins, except BOT CHORD 2x4 SP No.2 `Except end verticals. B3,F2: 2x4 SP No.3, B4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-23. 3-15, 512, 7-10, 1-18 REACTIONS. (size) 18=658 (min. 0-1-14), 23=0-e-0 (min. 0-1-8) Max Horz18=125(LC 8) Max UpliR18=476(LC 8), 23=-388(LC 8) Max Grav18=1605(LC 1), 23=1605(LC 1) FORCES. pb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1139/366, 2-3=16221564, 3-0=2109/682, 4-5=2111/682, 5£=1533/468, 6-7=1523/505, 10-23=1605/388, 1-18=1558M97 BOTCHORD 16-17=-373/934, 15-16=373/934, 12-13=676/2111, it-12=30511127, 10-11=305/1127 WEBS 2-17=791/301, 2-15=300/1116, 3-15=1006/394, 3-13=1711714, 13-15=556/1538, 572=1223/523, 6-12-245/895, 7-12=-34/389, 7-10=1675/475, 1-17=34311303 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=S.OpsF BCDL=S.OpsF, h=1611: 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 nonconcunent with any other live loads. 6) Bearing atjoint(s) 23 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoints) except Qt=lb)18=376, 23=388. N f� PE-7-6 .•C 5 (- A LOAD CASE(S) Standard 5 job Truss uss I yp0 My MWTamma TammaaradiGonalgr A6 jUty Roof Special 1 1 Job Reference (optional) ,.,,,.o..,'„'.,. f"',,..o. zgZ.,.'..',.,EO",o.,,',.n"S—B '- "D'Ekg ate, ' ID:fzRvGRVJa037wfORk0lRzgY7mRu-pSEOd.feLxm_SBf_OMNoEk9mvcnls4UZ2NyUGH U 3x6 = 3x6 = c 7 n 19 18 " 16 15 US = 3x6 v 20 II 2x6 II 3x4 = US = 4x8 = 2M II II TP= 74 " 2z4 II 2x4 II 74-2 I 1c24c1�3 I c17-924-68 3rrV I z,2 3S71,B Dead Load Dell. = 318 in Plate Offsets (X Y)- 11:0-2-4 0-1-121 r2:0-5-40-2-81 r6:0-3-00-2-01 [8:0.3-0 0-2-01 rl4:D-2-12 0-2-81 116:0-4-0 0-1-121 M 8:0-1-12 0-1-81 f19:0-&D 0-0-01 LOADING(r4 SPACING- 2-11-0 CSI. DEFL in (Ioc) Ilde6 Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.39 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.80 11-13 >534 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Hom(CT) 0.10 24 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 284lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except• TOP CHORD T1: 20 SP M 31 BOT CHORD 2x4 SP No.2'Except• BOT CHORD B3,F2: 2x4 SP No.3, B4: 2x4 SP M 31 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 19=0-5-8 (min. 0-1.14), 24=0-8-0 (min. 0.1-8) Max Horz 19=108(LC 5) Max Upl'dtl 9=476(LC 8), 24=374(LC 8) Max Gmv19=1505(LC 1), 24--1605(LC 1) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=1323/423, 2-3=1486/557, 3-0=1833/635, 4-5=1836/635, 5-6=1476/478, 6-7= 1292/465, 7-8=12921465, 8-9=1534/490, 1-19=1536/507,11-24=1605/374 BOT CHORD 17-18=371/1073, 16-17=371/1073, 4-14=296/170,13-14=521/1791,12-13=273/1065, 11-12=27311065 WEBS 2-18=607/257, 2-16=-277/820, 3-16=892/338, 3-14=138/623, 14-16= 4T7N424, 5.13=10571473, 7-13=2731807, 9-13=39/443,1-16=31B/1289, 9-11=1664/453 Structural wood sheathing directly applied or 4-1-4 oc pudins, except end vertimis. Rigid ceiling directly applied or 9-7-3 oc bracing. Except 1 Row at midpt 4-14 1 Row at midpt 2.18, 3-16, 5-14, 5-13, 1-19, 9-11 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.Dpsf, h=16fk 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 nonconcurrent with any other live loads. 6) Bearing atjoint(s) 24 considers parallel to grain value using ANSIJTPI 1 angle to grain formula. Building designer should verify cepacity of bearing surface. 7) Provide mechanical connection (by athers) of truss to bearing plate capable of withstanding 100 lb upliftat joints) except rib) 1-- 24=374. LOAD CASE(S) Standard a oTruss I rues I ype y MW Tacoma Temmatrad�tlona4gr A7 Roof Special 7 1 Job Reference (optional) aOvvem I Mae, rL Yleme, VU, :191U1 4x8 = 46 = Dead Load Defl. =118 in 6.00 72 3x4 = 8 g 5x4 = 2x8 II 3xZ-1 5x6 MT20H8= 3 4 3x4 II 12 5x4. NOP2X STP= g 10 '7 i N 0 a 22 72 N NOP22 20 19 4x9 = 4 731 27 n 43x4 = 3x4 = 3.5 = 17 16 3x4 = 3x4 = 1x4 II 11 2x4 II 2x4 II 3x8 — 21e txa II tx4 II f1-9-p 17-9 10.5-0 15-0.0 19-0-0 24-GO 2&6-0 32-5-0 33-2A & S70.B I I 4-7-0 441-0 5{a0 40-0 I 3-11-0 Plate Offsets MY)- [1:Edge,0-1-12], [2:0314,0-0.4], [6:0.1-8.0-1.8),17:O-4-0,0-1-01. [B:D-5-4,D-2-0], [9:0-3-8,0-2-01, [10:Edge,0-1.12), [11:04-8,0-1-12], [13:0-2-0,0-1-8], 115:0-572 ,0-241.[18:0-24.0-241, f19:D.1-12,0-1-81,120:0-24,0.1$ f21:D4-0,D-D-01 LOADING(PSI) SPACING- 2-0-0 CSI. DEFL in poc) Udeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.16 11-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.77' Vert(CT) -0.3411-13 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.95 Horz(CT) 0.04 27 n/a We ' BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight276lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except T5: 2x4 SP M 31 end verticals. BOT CHORD 2x4 SP No.2 *Except' - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except B4,F2: 2x4 SP No.3 9-5.14 oc bracing: 20-21 WEBS 2x4 SP No.3 8-7-3 oc bracing: 14-15. WEBS i Row at midpt 3-20, 8-13. 9-13, 10-27 REACTIONS. (size) 22=0-8-0 (min. 0-1-12), 27=D-S-0 (min. 0-1-8) Max 1-1=22=121(LC 9) Max Uplift22=434(LC 8). 27=316(LC 4) Max Gmv22=1479(LC 1), 27=1479(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-406/126, 3-4=1183/392, 4-5=1586/498, 5-6=17691526, 6.7=1394/399, 7-8=1555/452, B-9=1139/369, 9-1D=1406/346, 1-22=742I226,11-27>1479/316, 10-11=1396/353 GOT CHORD 20-21=364/1367, 2.21=211/646, 19-20=170/553,18-19=33511183, 6-18=491/199, 6-15=-3511145, 14.15=475/1789, 13-14=320A406 WEBS 3-20=1370/405, 3-19=356/1272, 4-19=9851359, 4-18=221/791, 15-18-433/1536, 5-15=104/360, 6-14=752/303, 8-14=220/719, 8.13=579/195, 10.13=22611197 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf, h=16fr, Cat 11; Exp C; Encl., GCpi=0A8; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Ali plates are MT20 plates unless otherwise Indicated. 5) This buss has been designed for a 10.0 psf bottom chord rive load nonconwnent with any other live loads. 6) Bearing atjoint(s) 27 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verifycaR bearing surface. \ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except 27=316. LOAD CASE(S) Standard 605 Job I was Inuss lype Uty Fly MWTaooma TeromaVadNonal-gr AB Roof Special 7 1 Job Reference (optional) oouule. l N55. M raves,'u. JVe>l Kun:C.3wa Jul Jl Jule rnnC C.Jro arim zr aunsmn&(mausmes.ma jue/u Ll ua:OU:L' zuts vaget ID:1zRYGRVJaQ37wfORkOI Rzgz7mRu-NM91lhutYDihSVpTogiparF7bPzYNgLrGgsLAylizW 410.2 32-05-79 112 i7a-ae-0 4-0 i 0 a;i il_ A 9e 42-9 = 1x4 11 4x8 5x4 = fi.OD 12 2x6 II 4%4 = 8 9 10 5x7 = 3x4 = 2x4 II 3x6 - 4x4 G 2 3 4 6 T 1 5 10 2 V, 1 F Deed Load Deft. - 3116 in 4x4 NOM STP= 11 2x6 11 14 23 22 21 20 5 _ N0P2X STP= 3x6 = IM It 2x4 - 6 2 4xe II IM 11 4x12= 15 13 1 31 2A = 18 17 US = 3X4 = 3x4 = ix4 11 2x6 - 9a4 II 2x4 II tzb II 1x4 II o10-2 pp44gql��gp S7A 9dA 16S6go 150-0 21A-0 26G-0 312-0 0.9-d�� &11-a I 3-&r 11-1-0' 0.r-0 I 6-9.0 M F,M. - I 4B-0 �2-De I 3-11-0 0.1-2 6 14 *** Design Problems *** REVIEW REQUIRED Overiaooina Dlates Plate Offsets (X.Y)-- 12:0-54.0-241 [5:0.3-2 0.2-1 [6:0.3-2.0-0.41 00:0.5-0 0.2-01 If 1:0.14& 2 , [16:0.3-8 0-2-0][19:0.2-12 0.3-01 [20: -2-0 0.1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) I/deft Lad PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ver(LL) 0.13 6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Veri(CT) -0.3015-16 >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.71 Hom(CT) 0.05 31 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 268 In FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except* TOP CHORD T1: 2z6 SP No.2 BOT CHORD 2x4 SP No.2 'Except' BOT CHORD B3,B5,F2,F3: 2z4 SP No.3 WEBS 2z4 SP No.3 -Except* WEBS W3: 2x4 SP No.2 REACTIONS. (sae) 23=0-8-0 (min. 0.1-13), 22=0-8-0 (min. OA-13), 31-0-8-0 (min. 0.1-8) Max 1-1=23=100(LC 9) Max Upli*3=917(LC 1). 22=703(LC 8); 31=338(LC 4) Max Gra423=266(LC 8), 22=2446(LC 1), 31=1427(LC 1) FORCES. (Ib) - Max Comp./Max. Ten. - All forms 250 (lb) or less except when shown. TOP CHORD 2-3=1 1871362, 34=2058/595, 4-5=2069/598, 5.7=755/259, 5E=13411354, 6-8=20511587, 8-9=1401/448, 9-10=14011448, 10.11=1237/336, 1-23=-254/892, 12-31=1427/338, 11-12=13601367 BOT CHORD 19-20=320/1187, 4-19= 4911231, 7-16=1365/486, 6-7=-691263, 15-16=340/1494, 14-15=225/1005, 13-14=225N005 WEBS 2.22=1642/520, 3-19=319/1197, 16-19=449/1B75, 7-19=-1581414, 8-16=309/956, 9-15=376218, 10.15=217i196, 10-13=518201,11-13=25911158, 3-20=11561420, 2-20=52211828, 1-22=741202 Structural wood sheathing directly applied or 2-0-7 oc puflins, except and verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. Except 2 Rows at 113 pts 6.16 1 Row at midpt 8-16, 11-31 1111111//I NOTES- \\1 1) Unbalanced mof live loads have been considered for this design. \\\� p,N M• 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ik Cat 11; Exp C; End.. MWFRS (envelope); Lumber DOL=1` .60 plate grip DOL=1.60 � \CEN& N\� 3) Provide adequate drainage to prevent water ponding. �, 4) All plates are MT20 plates unless otherwise indicated. - P 6OrJ 5) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. r t 6) Bearing aljoint(s) 31 considers parallel to grain value using ANSIfTPI 1 angle to gain formula. Building designs Id32 ga-pac of bearing surface. - (- 7) provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except39=917STATF,r F / 22=703. 31=338. i X Q JX� 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. / O� `,l�/J P I (` LOAD CASE(S) Standard /iij/SONnu1EN\\\\ oTruss I ruse I ype LAY V ry MW Tamma Tamma-0atlitianal-gr A9 Roofs penal 1 I Job Reference o tlonal awmem I mss, YL YIemB, M., :satlol 3x7 = 2x4 II 3x4 = 1 2 3 I E&I 6.0D 12 4X6G 2x4 II B bx4 = /f 4 4x8 = 8 Dead Load Deft. = 3/161n 30 NOP2X STP= 9 2x4 II 12 lyz 21 2D 19 18 6x NOP2XSTP= W= 1011 2r4= 4 11 0 3x5 = 1x4 II 5x9 = 13 __ 3x4 3 — ' 2B 2x4 = 16 15 3x8 _ ix4 11 2x4 2A II 2M II 1x4 II 1x4 II 1x4 II 0-8-6 5-7-DM 9-40 10.5-0 15-0-0 21-9-032-5-1 33-2.0 dn� 61 I 2M 1�1 0..4.r1 I ffM I :i.11�a1 (� Plate Offsets (X Y)— r2:0-2-12 0-1-8t r3:0-1-1z 0-1-8t r6'0-2-12,0-1-8t (8:0-5-40-z-0t 19:D-1-1z 0-1-8t 113:0-2-0 0-1-8t rl4:05-8.0-3-01 (n:0-2-tz D-2-0t r18:0-2-120-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In Qoc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.13 4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.29 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.07 28 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 243lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3'Except' 61,B3,B5,S7,B8: 2x4 SP No.2 WEBS 2x4 SP No.3 — BRACING - TOP CHORD Structural wood sheathing directly applied or 34-1 oc puriins, except end verticals. SOT CHORD Rigid ceiling directly appliedor6-0-0 oc bracing. ' WEBS 1Row at midpt 6-13 - REACTIONS. (size) 21=0-8-0 (min. 0.1-13), 20=0A-0 (min. 0.1.13), 28=0.8-0 (min. 0-1-8) Max Horz21=64(LC 9) Max UpIifl21=-4B4(LC 1), 20---603(LC 4), 28=373(LC 4) Max Grzv21=159(LC 4). 20=2006(LC 1), 28=1436(LC 1) FORCES. (lb) - Max. CompJMsx. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1-21=911250, 2-3=15631444, 3-0=26471724, 4-5=26261'718, 5-6=1959/546, 6-7=16611526, 7-8=1661/526, 8-9=1064/307, 10.28=1436/373, 9-10=1396/389 BOT CHORD 2-20=17091560, 17-18=408/1563, 4-17=268/167, 6-14=130/578,13.14=42211728, 12-13=222/877, 11-12=2221877 WEBS 2-18=571/2031,3-18=1137/406,3-17=-348/1344..1447=-64112,594, 5-17=429/360,. 5-14=1499/439, 7-13=540/312; 8-13=32311116,13A 1=6891265,=9-11=303/1189- 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.OpsF h=1610 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 chord live load nonconcument with any other live loads. 6) Bearing at joint(s) 28 considers parallel to grain value using ANSIliPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt--'Ib) 21 \\@4, ' // 20=603,28=373. \\\\ \P\N M.IJj//CC��I//// LOAD CASE(S) Standard i P.,.r605 -�x A- hh 9' \\\\ 0 oTruss russ I ype Uty MWTamma Tacoma4radltlonal-gr A10 1MY Roof Special Girder 1 1 I Job Reference (optional SouNan, Trass. FL Pierce, FL, 34951 6.00 12 6x6 = 2x4 11 6 3x4 = 3x4 = US = Dead Load Deft. = 31161n 4x4 = 4x4 10 11 12 u+— 21 Zu le I lb 14 2x4 II 4x8 = 3x4 = 3x4 — U4 11 NOP2X STP= 4x9 = 2x4 11 US =' US O 09a 3 2_0 �0 53-9 W, t 13-00 1&10-0 M ILM. 323032-9Q s o� 4-ve 1 a-o-T Itin9 2-7a I sto-o 1 stao I stop +-t-lto owo� aao asa Plate Offsets MY)- 12.0-1-02 D-2-01 (4:0.1-12 0-2-01 I6:0-3-0 D-2-01. I11:D-2-00-1-121 M4:OS10 D-2-11 116:0-1-12 0-1-87 (20:0-2-8 D-1-81 122:0-2-e Edgel f23:0-3-0,G-3-01 LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) I/de6 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.19 21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(GT) -0.36 21 >984 180 BCLL 0.0 Rep Stress Ina NO WB 0.93 Hom(CT) 0.11 14 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 2501b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' B2,B4,B7,F2:2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except' W7: 2x4 SP No.2, W12: 2x6 SP No.2 WEBS REACTIONS. (size) 25=0.3-8 (min. 0-1-13), 14=038 (min. 0-3-7) Max Horz25=39(LC 8) Max UpIiff25=-447(LC 4), 14=1072(LC 4) Max Gmv25=1524(LC 1), 14=2898(LC 1) FORCES. (lb) - Max. CompJfdl . Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2143/612, 3.4=2143J612, 4-5=3674/1015, 5-6=36331998, 6-7=17051508, 7-8=1813/588, 8-9>1813/588, 9-10=593/255, 10-11=660256 BOT CHORD 2-25=1488/485, 22-23=965/3549, 19-20=549/1813, 18-19=462/1441, 17-18=462/1441, 16-17=462M441,'I 1-14=1864/655- WEBS 2-23=-691/2452, 3-23=-MO/196, 6-22=783/3008, 6-20=1298/396,-20-22=6232259; 7-20=289/121, 7-19=307210, 9-19=202J561, 9.16=1296/447, 11-16=-634/1795, 4-23=16261474, 4-22=1000/357 Structural wood sheathing directly applied or2-10.14 oc purins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 3-11-0 oc bracing: 11-14 - 1 Row at midpt 6-20. 7-20, 9-16 NOTES- 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsh, h=16fC Cat. 11; Exp C; End., GCp'r-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�0mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except rib) 25�7\, 7) Hanger(s) or other connection device(s) shag be provided sufgdenl to support concentrated load(s) 730 lb down and 375 lb uugt„�S� \\ and 734 lb down and 317 lb up at 32-3-4 on bottom chord. The design/selection of such connection devices) is the respon 81 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 _ i_• P • • J605 1) Dead +Roof Live (balanced): Lumber lnaease=1.25, Plate'Inr+ease=125 f . Uniform Loads (pif) ^ Vert 1-4=70, 4-6=70, 6-10=70. 10-12=70, 25-26=20, 22-24=20, 14-21=20, 13-14--20 Concentrated Loads(Ib) �-P Vert 16=730(B)14=734(B) 0� ORI. oTruss Lay ely MW Taw. Tamma-0adkionalyr at Roof Bpedal 1 1 Job Reference (optional) ... —1. i maa, rL rierm. rt-, a vai 5x5 = Dead Load Deft. = 5/16 in 5 4x5 J 6.00 F12 5x5 = 5x5 _ 6 2 3x5 — 4 3x5 1 3x6 7 4x5 i 8 i W WS t 13 8 3x4 II 5,8 = 9 10 0 21 20 19 18 17 16 Sx8 — 13 2 Ig to NOP2X STP= 4xe = 4x6 — 3x5 = 3x8 = w N 13 3x5 II 15 14 12 11 3x4 I1 4z10 = 4x6 — 2x4 11 5x5 = 6-0-0 15-&0 23-1-0 27-3-0 35-0-11 0-5 42-17-4-11 4-E 2-0 I 4_2-n 7-411 I i 2-31 Plate Offsets (X Y)— f1:0-2-4 0-1-121. f2:0-2-8 0-2-41 f4:0-2-12 0-2.81 f9:0.S12 0-3<I f11:0-2-8 0-2-121 f14:D-0-4 0-2-01 f16:0-5-12,0-331 f20:0-2-12,0-2-01 f21:0-2-12 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) Wall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.23 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.5018-20, >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.20 11 n/a We BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weighb296Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.2 'Except". T3,T5: 2x4 SP M 31 BOT CHORD 2x4 SP N0.2 *Except* - B3: 2x4 SP No.3, B2: 2x4 SP M 31 WEBS 2X4 SP No.3 *Except* W9: 2x4 SP No.2 REACTIONS. (size) 11=Mechanical, 21=04-0 (min. 0-2-6) Max Hor421=279(LC 9) Max Uplift 1=545(LC 9). 21=561(LC 8) Max Gravl1=2019(LC 1), 21=2019(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verlicals. BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. WEBS 1 Row at midpt 3-20, 4-17, 6-17, 8-16 FORCES. (lb) - Max. Comic Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2209/616, 2-3=1901/618, 3-0=-3506/980, 4-5=27831774, 5-6=2740/801, 6-7=3291/897, 7-8=3424/866, 8-9=-3340/879, 1-21=1968/582 BOT CHORD 20-21=134/262; 19,20=735/2825; 18-19=735/2825, .17-18=-859/3524, 16-17=549(2939, &.16=224/832, 13.14=-673/2515,12-13=673/2515,-11-12=66612524 WEBS 2-20=741582, 3-20=1518/403, 3-18=264/1118, 4-18=716/300, 4-17=1449/543, 5-17=530/1974, 6-17=1095/480, 14.16=697/2906, 8_-14=-6811274, 9-14=93/391, 9-12=0/263, 9-11=31861539, 1-20=469/2000 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.Opsh h=16M Cat 11; 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 psi 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 100 lb uplift atjoint(s) except (t=lb)\t 21=561. N \ _ LOAD CASE(S) Standard Job InUss I cuss Iyipa MWTa=na Tacoma-tratlNanal-gr B2 Roof Special 1 1 Job Reference (optional) VJaQ3, fORk tfkz z?mRu-., cm 4kilh4 oDNmG a a wave , ID:fzRvGRVJa037wfORkOlRzgz7mRu-0R914kNh4e7oDNmGMDtWdY c,5GDeo4_XXCON¢R � I -0 i 13A-0 i 21 I I I 44-0 7&7-4-0-0 45-0 12MA—M 5164-20. -0 � 5z6= Dead Load Defl. = 51161n 5x5 = 5 6 3x4 II 7 6.00 12 5,5 = 5,5 = 2 3x5 = 3z5 11 B 4x5 p 3x6 1 i 9 W W5 3x5C 0 9 1 4x6 J ' 19 11 17 12 q 5 14 3 22 21 20 18 212 „� 4 NOPZx STP= 4z8 = 4.8 MT20HS= I N 3.8= o 3x5 II 3x5 = 16 15 13 6x9 11 3x4 II 4z12 = 4x6 - 2x4 II 4-0-0 2--0 7--0 10-0 f-2-0 33-AI1 390 4-z-oA 4-0-0 - I -8 630 Plate Offsets (KY)- [2:0-2-8,0-24],[3:0-2-4.0-1-8L [5:030,0-2-8],[6:0-2-8,0-2-0],[12:0-5-12,D-0-2L [15:0-M,0-2-4],[17:0-2-8,D3-O],[20:0-2-4,0-1A),[21:0-2-1z,0.2-O], [22:0-2-12 ,0-1A1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In Poo) Vdeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.25 17-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 1.00 Vert(CT) -0.59 17-18 >918 180 MT20HS 1871143 BCLL 0.0 Rep Stress Inch YES NB 0.73 HDa(CT) 0.24 12 We n/a ' BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 2971b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except*" TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins, except T3,T6: 2x4 SP M 31 end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directlyappliedor 14-12 oc bracing. BI,B5:2x4 SP M 31, B3:2x4 SP No.3 WEBS 1 Row at midpt 3-21.4-18, 6-18 WEBS 2x4 SP No.3'FxcepC W10: 2x4 SP No.2 SLIDER Right 2x6 SP No.2-2-0-0 REACTIONS. (size) 22=0-8.0 (min. D-1-11), 12=1VIechanical Max 1-10R22�319(LC 9) Max Upl111122=545(LC 8), 12=532(LC 9) Max Gmv22=2026(LC 1), 12=2026(LC 1) FORCES. (lb) - Max CompJMax Ten. -All forces 250 (Ib) crises except when shown. TOP CHORD 1-2=1899/512, 2-3=-4655/504, 34=.393911030, 45=3093/765. "- 26811764, _ 6-7=3346/968, 7-8=-33951859,8--g-3092852; 9-'10= 31591838, 10=11=-341018g7,- 11-12=-670/107, 1-22=20031552 BOT CHORD 21-22=130/309, 20-21=7182953, 19-20=905/3966,18-19=905/3966, 17-18=3912629, 7-17=289/231,14-16=-6972939,13-14=A972939, 12-13=6972939 WEBS 2-21=-611523, 3-21=19121511, 3-20=286M452, 4-20=900299, 4-18=1552/550,. 5-18=183/893, 6-18=130/317, 6-17=49311248,15-17=5542912, 8-17=-61/307, 8-15=6971183, 1-21=453/1920 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=5.Opsf; BCDL=5.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. �\ N M • B[ �� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live bads. \, \P /X, 6) Refer to girler(s) for truss to truss connections. \ i \GEMS 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift atlolnt(s) exceptj�l. b) 45,�'. 12=532. f. F Y605 LOAD CASES) Standard f : ' �F nSTA F , .fin (1, ITammatrdldonal-gr 1133 IRodspeoai Ii I 1 Jab Reference t0 lional) soulhem Truss, FL Pieas, FL, 34957 Run:8.310 s JW 27 2019 Pant 8.310 s Ju12T 2a19 r k Ino.mes, Inc Tue Aug , 08:.., 2a19 Page 1 ID�RvGRVJaQ37vdORkOl Rzgz7mRu-eejQNmfSOmsPNyyg3x63r5J50Sjy5BEOBHAZgyj¢q 210 71 111 19-0-0 I I 27-2-0 33�13 38-11-11 45-2-0 �24-0 48-0 4-8-0 74-0 I 8-2_0 ~ rr10-13 5-10-13 6-2-5 ' Dead Wad Defl. = 3181n 7x7 = 5xe = 5 6 6.00 5x5 = 5x5 = 3x5 � 4x5 2 3x7= W7 7 US j 8 It 3x5 0 W W5 g A 8 0 4x6 1 10 21 20 19 19 17 16 5 17 73 2 11 7 `4 RA 21 ry NOP2X STP= 4x8 MT20H5= 3x8= Io 3x5 11 48 = .315 = 15 14 12 6x9 11, 3x4 11 bx12 = 4x6 = 2x4 II 24-0 11-8-0 19-0-0 27-3-0 3-0- 313 38-11-11 412, 9111 I 6d11 ]rill A3.f1 I C21i I L1M11A R9.5 Plate Offsets (X,Y)— [2:0-2-8,0-24], [3:0-3-0,0-1-8], [5:0-",0-2-4], [6:0-3-0,0-2-8], [11:0-5-12,0-0-2], [14:0-5-8,0-24], [16:0-5-8,Edge], [19:0-1-12,0-1-8]. [20:0-2-8,0-1.12]. 121:D-2-12,0-1-81 LOADING(psf) SPACING. 2-0-0 CSL DEFL in poc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.25 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.6516-17 >837 180 MT20HS 187/143 BCLL 0.0 Rep Stress Inu YES WB 0.72 Horz(CT) 0.2311 n/a n/a BCDL 10.0 Code FBC2017I P12014 Matrix -MS Weight 276lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' T3,T4,T6: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 `Except' B3: 2x4 SP No.3, B4: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except' W9: 2x4 SP No.2 SLIDER Right 2x6 SP No.2 -a 2-0-0 REACTIONS. (size) 21=0-B-0 (min. 0-1-11), 11=Mechanical Max Horz21=300(1-C 9) Max UpIM21=-528(LC 8), 11=514(LC 9) Max Gmv21=2026(LC 1), 11=2026(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. ' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1Row at midpt 3-20.4-17.6.17 FORCES. pb) - Max. CompJMax. Ten. - All forces 250 (ib) or less except when shown. TOPCHORD 1-Y-13481342, 2-3=1192/334, 34=4472/1098,AZ=3429/784,.5:6.-29901782, 6-7=3411/810, F8=3089/616, 8-9-3155/801, 310=34121863.10-11=-670/98, 1-21=2050/510 BOT CHORD 20-21-115/295, 19-20-72313035,18-19=100914513,17.18=100914513, 16-17=405t2945, 6-16-245/970,13-14=667/2940, 12-13=667I2940, 11-12---667/2940 WEBS 2-20=25f377, 3-20-2430/648, 3-19360/1897, 4-19=10821321, 4-17=1737/579, 5-17=140/921, 6-17-180278, 14-16=51272917, 7-16=1011371, 7-14=722/171, 1-20�422/1821 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.Opsf, h=1 K Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip gOL=1.60 \\\\\„ 3) Provide adequate drainage to prevent water pondin . 4) Aliplates are MT20 plates unless otherwise Indicated. N • Bt 5) This truss has been designed for a 10.0'psf bottom chord live load nonconcurrenl with any other live loads. \\ �P ��` 6) Refer to girder(s) for truss to truss connections. i\CE�1$�.�` 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except 0Lt ) 2 728, 11=514. f - P ..; 05 LOAD CASE(S) Standard f - t_ ^ __ EN r2 Job Truss MY MWTawma Tacoma-badNonalgr B4 JLRy Root Bpeaal t 1 _ Job Reference (optlona0 3x4 II 1 4x10 = 5x5 = 5x5 = 6.00 12 4 3.8 = 5x5 c -5 6 3x5 3x8 11 7 8 Dead Load Defl. = 7116 in 4x6� 9 18 17 IB 15 14 2�4I 6x9 \ 4 NOP2x STP= 3x8 = 4x10 MT20HS= 2x4 II 54 = 3.8 = 2x4 II 12 11 6X9 II 5x5 = 3x7 = 9-8-0 1711 23-1-0 2730 29-2-0 .- 2 37-04 452-0 9-afl I 7-aAl f.1-0 l dA-0 i1.N411 ]-1n3 I Plata Offsets KY)-[3:0.2-8,0-2-12],[4:0-3-0,0-2-8], [18:0-3-0 [6:0-2-6,0-2-71,[10:D-5-12,0-0-2],[11:0-2-0,0-1-81,[12:0-2-8,0-3-0],[13:0-2-12,0-3.4), [15:0-2-8,0-1-8], [17:0-2-0,D-1-8], 0-2-12] LOADING(psi) SPACING- 240-0 CSI. DEFL in goc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Verl(LL) -0.31 15-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.72 13-14 >754 180 MT20HS 187/143 BCLL 0.0 Rep Stress Inv YES WB 0.82 Horz(CT) 0.28 10 n/a n/a ' BCDL 10.0 Code FBC20171TP12014 Matrix -MS Welghb269lb FT=209% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD T1,T3: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 31 *Except' - B3,F2:2x4 SP No.3 WEBS WEBS 2x4 SP No.3 *Except* W9,W3:2x4 SP No.2 SLIDER Right 2x6 SP No.2 -5 2-0-0 REACTIONS. (size) 10=10echanical, 18=D- - (min. 0-1-11) Max Hom 18=285(LC 9) Max Upl'd10=494(LC 9), 18=509(LC 8) Max Gmv10=2026(LC 1), 18=2026(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3�5268/1194, 3-0=3776/811,45=3304/801,.Sfr_32071806, 6-7=3716/852, 7-8=3738/816, &9=•3445/825, 9=10==72310 BOT CHORD 17-18=706/3036, 16-17=1143/5331, 15-16=1143/5331,14-16=-019/3520, 13-14=i1IM520, 6-13=169/1139, 10-11=61512970 WEBS 3-17=12551369, 3-15=2201/642, 4-15=225/1168, 5-15=513/186, 5-14=0/261, 5-13=6221233, 11-13=-63612994, 8-13=150/449, 8-11=-685/247, 2-18=3472/900, 2-17= 496/2649 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 7-3-3 oc bracing. Except: 10-0-0 oc bracing: 12-13 1 Row at midpt 3-15, 5-15, 5-13, 2-18 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.Opsh BCDL=S.Opsf; h=1M 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. \\1 I I�� 4) All plates are MT20 plates unless otherwise indicated. �\\ M. B 1I 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� N t / 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 It, uplift atjoinl(s) except ('p\`-�\C+�S4�'`N'C� 18=509. / - ..♦ i LOAD CASE(S) Standard _ P Y605 t- � - -0 t STA'f�F F a Job Inuss I was I ype My M I-amma Tatum Aradftnakgr B5 Roar Spedal 1 7 Job Reference (optional) NOP2X STP= 2x4 II 2x4 II 6.00 12 3x7 4 6x8 MT20HS 4x12 = 5x7 = 5 II 21 20 19 5,9 = 4xB MT20HS= 2x4 II 3x5 = 3x5 = 3x6 = 3x4 II 5x6 = 6 7 9 8 7 6 78 77 3x5 = 16 15 3x4 11 4x12 = 3x5 C Dead Load Des. = 9/16 in I 4x6 11 12 0 6x9 II DA -7 1—T 5cI c-'4I v1,-24 4521 I a�ru I 7-1-12 1 Plate Offsets (X Y)— f3:038 Edrel f4:0.1-8 0-1-e1 l5.0-5-4 0-2-81 19:0-5-12 0-2-01 112:0.5-12 0.0.21 115:0-5-8 0-2A1 117.0-3-12 0-3-01 [21.0-4-8 0-1-11I 122:Edge.0.2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL_ in goc) 11deO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.40 18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.9419-21 >575 ISO MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.90 HDa(CT) 0.31 12 r1a We BCDL 10.0 Code FBC2017/FP12014 Matrix -MS Weight 279 lb FT=20Y LUMBER- BRACING - TOP CHORD 2x4 SP No.2'ExcepY. TOP CHORD Structural wood sheathing directly applied, except end verticals. T2,T5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 31 •Except• WEBS 1 Row at midpt 2-22. 6-17. 9-15 B3,F2: 2x4 SP No.3, B4: 2x4 SP No.2 - WEBS 2x4 SP No.3 *Except W3,W4,W10: 2z4 SP N0.2 SLIDER Right 2x6 SP No.242-0.0 REACTIONS. (aced) 22=0-e-0 (min. 0-1-11), 12=Mechanical Max Horz22=235(LC 9) Max UpIM22=485(LC 8), 12---073(LC 9) Max Grav22=2026(LC 1), 12=2026(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=-656811413, 3-4=766111702, 454134/961, 64=-414111066, 6-7>3949/1047, __7-8=394911047,:8-9=392811041,-9-10=30371/91, 10-11=3443f798, 11-12-681155 BOT CHORD 21-22=-869/3750, 20-21=100114599,19-20=1001/4599,18-19=776/3666, 17-18=899/4141, 8-17=342207, 14-15=-6252970,13-14=625/2970, 12-13=6252970 WEBS 2-22--410211003,2-21=612/3193,3-21=35711871,4-21=725/3128, 4-19=1341/456, 5-19=259/1096, 518=2871792, 6-18=-409259, 6-17=384/146, 15-17=-5422921, 9-17=6042373, 9-15=1039/315, 10-15-447/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-secand gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.OpsF, h=16ik 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. \\\ `, • B //// 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 12=473. LOAD CASE(S) Standard ' P . ^605 \ / STA OF /// ss NM \\\\ _ tS Job truss Fly MW Tacoma TammatredPocnal-9r B6 JWTY I Roof Spedal 1 1 Job Reference (optional) 6.00 12 5x10 = 3x4 II 3x4 II 3x4 II 7x10 MT20HS= NOP2x STP— 1 2 N2 3VAI{ Us i 5 175� Bx12 MT20H5= 21 4 3x5 = 25 24 23 3x4 II 3x4 II 6x10 = Dead Load Defi. = 518 in 3x5 = 3x6 = 3x4 II Sx9 = 7 g 9 10 3x5 1 t 4 4x5 16 6 12 20 79 6x as 13 q I° IN 5x6 WB= 3x5= c 17 16 15 14 3x4 11 4x12 = 4x6 =2x4 II 6x9 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.47 18-19 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(C) -1.05 18-19 >507 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 HDrz(CT) 0.29 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING-' TOP CHORD 2x4 SP No.2 `Except' TOP CHORD T3,T5: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.3'Except' - WEBB B1,B3,B8: 2x4 SP No.2, B5,B6,B9: 2x4 SP M 31 WEBS 2x4 SP No.3 'Except' W3,W5,W13,W7: 2x4 SP No.2. W6: 2x4 SP M 31 OTHERS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -a 2.0-0 REACTIONS. (size) 13=Mechanical, 26=0-3-8 (min. 0-2-7) Max H=26=185(LC 9) Mao: Up0813=469(LC 4), 26=468(LC B) Max Grevl3=1994(LC 1), 26=2058(LC 1) FORCES. (lb)- Max. CompJMex.-Ten--Ail forces 250 Qb) orless.except when shown. TOP -CHORD 2-3=720/141,-3=4= 7326/1722, 4-5=7426/1783, 5-6=4378(1130, 6-7=4857/1320, 7-8=4713/1322,8-9=-4713/1322,9-10-4685I1318,10-11�30781855,11-12=-3354/838, 12-13=-673/103 BOT CHORD 2-26=380/106, 21-22=116114733, 20-21=942/3901, 19-20=94213901, 18-19>121B/4857, 318=4631270, 15-16=6672891,14-15=-667t2891, 13-14=667/2891 WEBS 24-26=738/3166, 3-26=2597/5B4, 3-24=5223/1274, F2-24=-1131/4922, 3.22=983/4007, 5-21=1215/399, 6.21= 219/1018, 6.19---447/1261, 7-19=5291319, 7-18=290/116, 16-18=6022785,10-18=7412557,10-16=-658/278, 11-16=298248, 5-22--6412721 PLATES GRIP MT20 244M 90 MT20HS 1871143 Weight 278 lb FT = 20 % Structural wood sheathing directly applied, except end verticals. . Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 3-26, 3-24, 7-18 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.Opst h=1 Bit Cat II; Exp C; End., GCpi=O.tbt MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 \\\`` 3) Pmvide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance atjoint22=8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtentwith any other live loads. ` - :•�1 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 at jolm(s) jai:-469, 26=468. f_ A - _ LOAD CASE(S) Standard -o {; STA'T�F F / //��/�sSON4LIENG?�\N ITb�Trllss — Iese ype -MW Tacoma - --� Tacoma-tradNo�F9r B7 IPly HALF HIP 1 1 Job Reference(op8ona0 aoumem ,mss, ry tierce, ri.., saa» Dead Lead Del. = 3/8In 3x8 = 3x6 = 5x5 = 315 = 3x6 = 2x4 II 4xe = 3x4 II 4 5 6 7 B g 10 11 -6 q4i W�l PAAr - - � 4x6 = 20 19 78 17 16 15 14 2x4 II Us = Us MT20HS= 2x4 II 3x12 = 3x5 = We MT20HS= LOADING(psf) SPACING- 241-0 CSI. DEFL. in Qoc) Vdeg Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.37 16-17 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.71 16-17 >763 180 BCLL 0.0 Rep Stress Inrr YES WB 0.09 Hom(CT) 0.24 12 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except*TOP CHORD T2: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 - WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 12--Mechanical, 2=0-8-0 (min. 0-2-9) Max Horz2=317(LC 8) Max Uplift12=E69(LC 5), 2=563(LC 5) Max Grevl2=2023(LC 1), 2=2174(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=3982/1083, 3-0=-348411047, 4-5=3068/979, 5E=-3982/1300, 6-7=3982/1300, 7-8=3502I1154, 8-9-350211154, 9-10=3502/1154 BOT CHORD 2-20=110t/3490, 19-20=1101/3490, 18-19=1300/3982, 17-18=1300/3982, 16-17=134814108, 15-16=1348/4108, 14-15=134814108, 13-14=71512164, 12-13=7152164 WEBS 3-19=515/274, 4-19=276/1131, 5-19=12731474, 5-17=21356, 7-16=0/271, 7-14=794/251, 8-14=-467/267, 10-14=56BI1730,10-13=0Y293, 1D-12=2769/915 13 12 2x4 11 Sx5 = PLATES GRIP MT20 244/190 MT20HS 1871143 Weight26411b FT=20% Structural wood sheathing directly applied or 2-4-6 oc purtins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 5-19, 7-17, 7-14 2 Rows at 113 pis 10-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vosd=124mph; TCDL=S.Opsf•, BCDL=5.Opsf; h=1611; 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 nonconcument with any other live loads. 6) Refer to girder(s) for truss to truss connections.1111 / 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100Ib uplift atjoint(s) except at --lb) '12 N BC /// 2=563. \\\\\ LOAD CASE(S) Standard P , Y6()5 ♦ \ .114 I.r Job Truss I mss I yp0 Dry MWTamma Tecomai didanaiV BB jPiY HALF HIP 1 1 Job Reference o Oonal ' - - ID:tzRvGRV3a037vAORk0lRzgz7mRu-wbWJLopoHwOBWBrv+xXHmuo T1HddLwzNT xEtyjizL -' 1I i6314 5-15 1 702-0-0I 4A 1 9-0-0 I A34 2-0-0 4-9-4 4-2-12 232-2 722 AM-4 l ii Dead Load Deft. = 7116 in 5x5 = 3x8 = 3.6 = 2x4 II 3x8 = Us = 2x4 II 6.00 12 4 5 6 7 8 g ]1,0 4x6 =11 4xe = 19 18 17 16 15 14 13 12 3x8 — 5xe MT20HS WB= 3x8 = 2M H AIM = 3x5 II �4xB MT20HS= 9-0.0 t&l4 23-a5-15 30-&1 37-10-2 452-0 D_M I ]_21d I ]_]_]_] A � _ Plate Offsets (X,Y)— r4:0.3-0.0-2-81. fll:0.2-8.0.1-121, f12:0-2-12.0.1$ fl3:0.2-4 0-1-121 117:0.1-12 0-0-07 f18:0.0-0 0-1-121.120:0-2-3 0-lq LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.42 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 Be 0.50 Vert(CT) -0.7916-17 >694 180 MT20HS 1871143 BCLL 0.0 Rep Stress Inv YES WS 0.75 Horz(CT) 0.19 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 249 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except. TOP CHORD T1: 2x4 SP No2 BOT CHORD 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3'Ex6ept• WEBS W4: 2x4 SP No.2 OTHERS 2x4 SP ND.3 REACTIONS. (size) 12=Mechanical, 2=0-8-0 (min. 0-1-13) Max Horz2=267(LC 8) Max Upliftl2=-671(LC 5), 2=588(]-C 5) Mu Grav12-2023(LC 1). 2=2174(LC 1) FORCES. Qla) - Max. CompJMax. Ten. - All forces 250 01b) or less except when shown. TOP CHORD 2J=3986/1171, 3-4=3667/1111, 45=3250/1037, 5-6=5054/1666, 6-7=5054/1666, 74-505411666; B-9=2769/917, 9-10=2769/917, 10.11=2769A77, 114Y 1955/698 .BOT-CHORD 2-19=1148/3507, IB-19=1545/4692, 17-18=154W469Z-16-17=t545/4692, 15-16=146014412, 14-15=1460/4412,13-14=-1460/4412 WEBS 3-19=3291242, 4-19=300/1227, 5-19=1767/651, 5-17=0/269, 5-16=186/492, 7-16=-092J282, B-16=2441761, 8-14=0/279, 8-13=1946/643, 10-13=-544/313, 11-13=1074P3241 Structural wood sheathing directly applied or 2-8-0 oc puriins, except end ver8cals. Rigid ceiling directly applied or 6-3-7 oe bracing. 1 Row at midpt 11-12, 5-19, 8-13, 11-13 NOTES- 1) Unbalanced mat live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=5.0psf, BCDL=5.Opsh, 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) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconWrrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. \ / 7) 2=588e mechanical connection (by others) of truss to beadng plate capable of withstanding 100 lb uplift atjoint(s) except III N M. Bt �a�L\` ——// LOAD CASE(S) Standard / ''' • ..� i J. P 605 STA't� Fp — i �j 9' o as N55 yDe y MW TacomaTacoma-trdd'Nona4pr B9 HAIF HIP GIRDER 1 1 Job Reference o tionai Sounlem �... M dame, eL, J49m. Dead Land Dell. = 3116 In 5x12 = 3x6 = 5.8 = 6.00 12 20 II axe = 2x4 II 9x5 = 3z5 _ 4x6 _ 3 28 4 30 36 29 31 5 735 8 8 33 34 36 37 d 39 4 10 .41 42 11 43 4 NOP2XSTP m 2x4 II 2 1 22 44 45 21 46 20 47 48 19 49 1750 51 52 1653 15 54 14 65 56 57 13 58 59 60 12 4x5 = 2x4 11 4x9 = 3x6 = 3x5 II 4x10 = 5x6 WB= 3x5 = 34 _ 4x5 II 7-0-0 131 20-0-0 26-0-fi 32-7-0 3&9-iD 45-2-0 n I s_>_xn Plate Offsets (X Y)- 13:0.5-8 0-2-01, f6:0-6-00-2-01.111:0-2-12 0.1-81 f12:Edge 0-3-81 )13:0.2-0 0-1-81 116:0-SO 0-1-e1 I18:0-3-0 0-1-e1 f21:0-1-8 0-1-81 f23:04.3,0-1-01 LOADING(psf) SPACING- 2.0-0 CSI. DEFL. in (too) gde8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.17 14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.3114-16 >981 180 BCLL 0.0 Rep Stress Incr NO WS 0.98 Horz(CT) 0.04 12 n/a n/a , BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight240lb Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except*. TOP CHORD Tt: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 31 *Except* WEBS B1: 2x4 SP No.2 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. G-1-8), 18=(0-3-8+hearing block) (req. 044) Max Horz2=217(LC 8) Max Upl'dH2=774(LC 4), 2--483(LC 8). 18=1914(LC 5) Max Gravl2=2110(LC 18), 2=1293(LC 1). 18=5153(LC 1) FORCES. Qb) - Max. Comp.Mlax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23=19921725, 3-28=809/333, 28-29---8091333, 29-30=8091333, 4-30=-809/333, 4-31=-8091333, 31-32=-809/333,532=4W9/333, 5fi=809/333, 633=1407/508, 3334=1407/508, 34-35=14071508, T35=1407/508, 7-36=14071508, 3637=14W/508, 37-38=1407/508, 8-38=1407150% 8-9=-3082I1124, 9-39=308211124, 3940=308211124, 1040=3082/1124,1041=2719/995, 41-02-27191995, 4243=2719/995, 11-43=2719/995, 11-12=19321835 BOT CHORD 2.22=715/1692, 2244=717/1716, 4445=717/1716, 4546=717/1716, 2146=717/1716, WEBS 8-14=01361, 6-18=476512037, Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 3-7-9 no bracing. 1 Row at midpt 11-12, 3-21, 6-21, 6-18. 6-16, 8-16 NOTES- 1) 2x4 SP M 31 bearing block 12' long at it 18 attached to front face with 2 rows of 10d (0.131"x3') nails spaced 3' a.m 8 Tote A Bearing is assumed to be SP M31. _ 2) Unbalanced Nof Me loads have been considered for this design. 3) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vesd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=1611; Cal. II; Exp I MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 1 4) Provide adequate drainage to prevent water pending. I 5) All plates are MT20 plates unless otherwise Indicated. i -D 6) This truss has been designed for a 10.0 psf boftom chord live load nonconcunent with any other live loads. 7) Refer to girder(s) for truss to truss connections. C 8) Provde mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except a�I»� 2=483, 18=1914. Continued on page 2 - JDD I suss I Ype MWTamma Ply Taxma-traditicna4r B9 HALF HIP GIIMM jQtY i 1 Job Reference (optional) p��waw m a, ram, a,ra, Hun:a.3IDS Julz/2019Pnnta.310sJu12T201g MITeklMustriea.Inc Tue Au 2709:4e:342019 Paget NOTES- IDdzRvGRVJaO37wfORk011tzgVmRu-t e3mT2pYesIS_Jkl7Jr uTogd5BwGgnT21wyiizJ 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 249 lb down and 292 Ib up at 740-0,134 lb down and 162 lb up at 9-0-12, 134 - lb down and 162 lb up at 11-0-12, 134 It, down and 162 lb up at 13-0-12,134 lb down and 162 lb up at 15-0-12, 134lb down and 162 lb up at 17-0-12, 134lb down and 162 It, up at 19-0-12, 134 lb down and 162 lb up at 21-0-12. 134 lb down and 162 lb up at 23412, 134 lb down and 162 lb up at 25-0-12. 134 lb down and 162 lb up at 27-0-12, 134 lb down and 162 lb up at 29-0-12, 134 lb down and 162 It, up at 31-0-12. 134 lb down and 162 lb up at 33-0-12, 134 lb down and 162 lb up at 35-0-12, 134 lb down and 162 lb up at 37-0-12, 134 lb down and 162 lb up at 39-0-12, 134 lb down and 162 lb up at 414-12, and 134 lb down and '162 lb up at 43-0-12, and 135 lb down and 162 lb up at 44-0-12 on top chord, and 375 lb down and 134 lb up at 7-0-0, 91 lb down at 9-0-12, 91 lb down at 11-0-12, 91 lb down at 13-0-12, 91 lb down at 15-0-12, 91 lb down at 17-D-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 Ib down at 29-0-12, 91 lb dawn at 31-DA2, 91 lb down at 33-0-12, 91 lb down at 35-0-12, 91 It, down at 37-0-12, 91 lb down at 394)-12, 91 lb down at 41-0-12, and 91111 down at 43-0-12, and 91 lb down at 44-0-12 on bottom chord. The designtselection 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 (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pil Vert: 1-3=-70, 3-11=70, 12-25=20 Concentrated Loads (Ib) Vert: 3=202(B) 5=134(B) 22=341(B)10=134(B)13=67(B) 9=134(B) 15=-67(B) 28=134(B) 29=134(B) 30=134(8) 31=134(B) 32=134(B) 33=134(B) 34=134(B) 35=134(B) 36=134(B) 37=134(B) 38=134(B) 39=134(B) 40=134(B) 41=134(B) 42=134(B) 43=135(B) 44=67(B) 45=67(B) 46=67(B) 47=67(B) 48=67(B) 49=67(B) 50=67(B) 51=67(8) 52= 67(B) 53=67(B) 54=-67(B) 55=67(B) 56=67(B) 57=-67(B) 58=-67(B) 59=67(B) 60-67(B) Joe Truss russ lype Fly MW Tamma Tacoma-tradi0anal-gr Oi jLay I ROOF SPECIAL t 1 Job Reference o Oonal Sgulhem Truss, FL Pierce, FL, 34951 LM M1 6.00 12 US = 3x4 =Dead Load Doff. = 5/16 in 3x4 = 3x4 = 3x4 = 3x4 = 2X4 II 19 R 15 14 13 12 11 05 — 3x8 = 3x4 = 30 = 3X5 = 11-0-0 19-7-8 28E8 1 n-341 8.7-8 fY11-0 Plate Offsets (X Y) - f4:D-3-0 Edgel r5.030 0-2-01 r1 YEdpe 0-1-81 (15•Ed a 0-2-01 rl6:03-00-0-0] f17.0.1-8 0-tdl LOADING(psf) SPACING- 2-0-0 GEL DEFL In Qoc) Udell Lld PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.32 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.97 Vert(CT) -0.6814-15 >497 180 BCLL 0.0 Rep Stress Ina YES WB 0.85 Horz(CT) -0.05 21 We WE , BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight 202 to FT = 20% LUMBER - TOP CHORD 2x4 SP No.2'Except*. Tt: 2x4 SP M 31 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied a2-10-4 cc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 1 Row at midpt 3-16. 6-14, B-11 REACTIONS. (size) 17=D-8-0 (min. 0-1-8), 21=11lAechanical Max Horz 17=79(LC 8) Max UpI8U7=-34B(LC 4), 21=-418(LC 5) Max Grav17=1258(LC 17), 21=1289(LC 1) FORCES. (Ib) - Max. ComplMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=682/178, 2-3=287f/4, 3-4=1171/266, 45=11781286, 5-6=1150/298, 6-7=989281, 7-8=989281,11-21=29311086 BOT CHORD 15-16=270/1192, 2-16>139/631, 14-15=302/1060,13-14=34511142, 12-13-34511142, 11-12=248R71 WEBS 15-20-14721426, 3-20=1339/372, 3-14-361271. 6-12=-0381185, 8-12-931622, 8-11=1259/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh, BCDL=5.Opsf, h=16f ; Cat II; Exp C; Encl., GCp1=0.18; MWFRS (erwelope); Lumber DOL=1.60 plate gap 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 nommncurrerd 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 joint(s) except (jt=1b.)17=34filk, 21 a16.\\\``N M. BLF�iii.. LOAD CASE(S) Standard 201 Job Truss Imes lype y M Tacoma Tacorna tredidcnal-9r C2 CABLE 1 1 Job Reference (optional) JOWIem t.. , M Fla., rL, J Ubl Dead Load Dan. = 114 in 6.00 12 4x6 = 1x4 II 3x4 = 3xg = 2x4 II 4 6 7 a 15 1x4 II 14 . 13 12 11 10 9 5.6 MT20HS= 3x4 = 3x4 = 3x4 = 3x4 = 1x4 II Sx4 = 7-11-11 I 12-0-0 I 18-9-0 I 25-SII2 O F 31-108 7_11_�1 d�I_S 2LI1 (`R.1La Plate Offsets (XY)- 12D-1-1 D-1-Bl 13:0-2-8 D-2-01 14.0-3-8 0-2-01 19:0-1.12 0-2-121 114:0-1-12 0-1-81 115:0-3-00-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In Doc) Udefi Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.47 13-14 >810 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vart(CT) 0.55 10-11 >687 180 MT20HS 1871143 BCLL 0.0 Rep Stress Inrr YES WS 0.83 HDrz(CT) 0.09 9 n/a n/a . BCDL 10.0 Code FBC2017/rP12014 Matrbc-MS Weight 209 lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc pudins, except BOT CHORD 2x4 SP No.2 - end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied ors-9-12 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 2-15, 7-9 REACTIONS. late) 15=1VIechanical, 9=Mechanical Max Horz 15=109(LC 8) Mex UpUft15=-696(LC 4), 9=506(LC 5) Max Gravl5=2488(LC 1), 9=1568(LC 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 0b) or less except when shown. TOP CHORD 1-15=-385/144, 2-23=2727f730, 23-24=2727f730, 3-24=2727f730, 3A=2340/673, 4-5=-2041/637, 5-6=2041/637, 6r7=2041/637 BOT CHORD 14-15=630/1881, 13-14=8192754,12-13=6372041, 11-12--6372041, 10-11=-425/1317, 9-10=-42511317 WEBS 2-15=2752/799, 2-14=296/1311, 3-14=-821296, 3-13=1017/418, 4-13=132f711, -5-11=5261273, 7-11=34111034, 7-10=0262; 7-9=1836/593 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=5.Opsf; BCDL=5.Opsh h=16fl; Cat 11; Exp C; Encl., 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 ANSI/rPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other five loads. 7) Refer to girders) for truss to truss connections. 8) 9=5U6e mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)omI(s) except Ot=lb)'I� 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 272lb down and 128 lb o{L�e 12; \CAS 258 lb down and 133 lb up at 2b12, and 3421b down and 170 lb up at 4-6-12, and 342 lb down and 170 lb up at 6-8-b12`eat The deslgn/selecdon of such connection device(s) Is the responsibility of others. - „- PEZ6051n LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - Vert 1.3=70, 34-70, 4-8=-70, 9.15=-20 Concentrated Loads 0b) Vert 21=272 22=258 23=342 24=342 i i A - x FS ��/� S'/ANAL Elm i 1- A'1 Job Truss Type Qty Fil y Mw Tacoma Tacoma-badidonal-gr C3 JTWSS HALF HIP 1 1 Job Reference o Oonal 50uMem Truss, FL Pierte, FL. 34951 � ix4 0 4x8 = 4 tx4 II 3x4 = 3x8 = 5 s 7 Dead Load Deft. = 3116 In 2x4 II a 3x4 = 1x4 II 314 = 3x4 = 318 = U4 = U4 II 5x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.13 12-13 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.2812-13 >999 180 BCLL 0.0 Rep Stress Ina YES INS 0.81 Horn(CT) 0.10 9 , n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 — REACTIONS. (size) D=Mechanical, 2=0-8-0 (min. 0-1-14) Max Horz2-317(LC 8) Max Uplifl9=476(LC 5), 2=397(LC 8) Max Grav9=1453(LC 1), 2=1607(LC 1) FORCES. (lb) -Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2742/674, 3-4=2230/633, 45=2151/697, 55=2151/697, 5-7=2151/697 BOT CHORD 2-15=736/2383, 14-15=736/2383, 13-14=73BMa3, 12-13=603/1927, 11-12=-096/1521, 10-11=-496/1521, 9-10=49611521 WEBS 3-13=531/278,4-13=-69/458,4-12=201/407, 5-12=531/304, 7-12=256/801, 7-10=0/305, 7-9=1902/620 PLATES GRIP MT20 244/190 Weighb187lb FT=20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 6-10-11 oc bracing. 1 Row at midpt 7.9 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.OpsF h=16ft; Cal 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 am 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 girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except at —lb) 9476, 2=397. LOAD CASE(S) Standard Job I I Nss I ype MY MWTamma Taoxn 4 dltlonal-qr C4 jQtY HALF HIP 1 1 Jab Reference (optional) aaumem niss, rt rieme, r�:, dear_ wn: o.mn s rim zr wla rrwc s.dru s dui zr [urn nuu ID:fzRVGRVJa037wfORkOIRzgYlmRu-HZK i-12 I z4-7-12 7 _12 U7-&0 bx5 = 3z8 = 30 = W II 4 5 A 7 Dead Load Deff. - 3116 in 3x7 = 8 3x5 G 4x5 = ix4 II 4x4 = 4x9 = 3x5 If 3x6 = 111 0-0 1 :10-12 24.7-12 32-6-6 aan zt ago I ton i zv_tV I Plate Offsets MY)- 12:0-2-10,0-1.81, 14:0-3-0,0-2-01, I9:0.2.12,D-1A1 110:0-2.4,0-2-01 f15:0-2J,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.17 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.3513-19 >999 ISO BCLL 0.0 Rep Stress Inrr YES WB 0.86 Horz(CT) 0.10 9 We n1a BCDL 10.0 Code FBC2017ITP12014 Maaix-MS Weight176lb FT=2D% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except' TOP CHORD Tt: 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 -WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 (min. 0-1-14) Max Horz2=267(LC 8) Max Uplifl9-479(1_C 5). 2=401(LC 5) Max Gmv9=1453(LC 1).2=1607(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -AII fonts 250 (lb) or less except when shown. TOP CHORD 2-3=2743r757, 3-0=2420/698, 4-5=2126/663, 5-6=1986I652, 6-7=1986/652, 7-8=1986/652, 8-9=13821510 BOT CHORD 2-14=779f2401, 13-14=77912401, 12-13=-87712672, 11-12=87712672, 10.11=877/2672 WEBS 3-13=-337/241, 4-13=102/670, 5-13=7311318, 5-12-D/291, 5-10=796/261, 7-10=5771332; 8-10=743f2261 SWctural wood sheathing directly applied or 3-3-6 oc pudins, except end verticals. Rigid ceiling directly applied or 2.2-0 oc bracing. 1 Row at midpt 5-13.6-10.8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIr160mph (3-secend gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16fC CaL II; Fxp C; Encl.. GCpI=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) PmAde 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 noncencument 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 Ib uplift at)olnt(s) except (V-lb) 9=479, 2=401. LOAD CASES) Standard J� P� y60�5In i- A- ST, F n A3 Job Truss I russ jype y IMTacoma Tacoma-0adldona4r cs - HALF HIP GIRDER 1 1 Job Reference o tional JonNem I Mn, eL k:1", M., J4 l 1,00 12 NOP2X ST�P- `2 1x 0 1 II 1 lx4 1 3 Run: Deed Load 0e11. - 7116 in Sx5 3x4 = 1x4 II 4x6 3x10 = 1x4 II 4x8 = 4 24 25 5 .W 27 6 7 28 8 29 30_- 9 31 32 10 1 18 1733 34 16 35 36 75 37 1438 13 39 40 12 41 42 11 48 = 4x10 MT20HS= 4x5 = 3x8 = 1x4 II 5x12 = 3x6 MT20HS II 3x4 = 4x12 MT20HS= 7-0-0 11-11-9 17-0-14 22-2-2 27-3-7 3248 c�_s I s� Plate Offsets MY)- I2:0-7-11,Edge1 I4:03-00-2-81,17:0-M Edge] 18:0-3-00-1.81 f tO:Edge 0.1-81. I12:0-2-40.2-01. 115:0-2-00-1-81 116:0-2-4,0-2-01, f19:0-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.44 15-16 >890 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.74 15-16 >528 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.87 Ho2(CT) 0.19 11 n/a We BCDL 10.0 Code FBC2017rrP12014 Matdx-MS Weight 182 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except, TOP CHORD T1: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 GOT CHORD WEBS 2x4 SP No.3'Except - WEBS W5: 2x4 SP M 31 OTHERS 2x4 SP No.3 REACTIONS. (a") 11=Mechanical,2=0-6-0 (min. 0-2-7) Max Horz2=217(LC 8) Max Uplift11=1134(LC 5), 2=1036(LC 8) Max Gmvl1=3061(LC 1), 2=2949(LC 1) FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2J=5709/2084, 3-0=5518/2064, 4-24=6709/2538, 24-25=670912538, 5-25=6709/2538, 5-26=7140/2672, 26-27=7140/2672, 6-27=7140/2672, 6-7=7140/2672, 7-28=7140/2672, 8-28=7140 (172, 8-29=386911435, 29-30=3869/1435, 930=4869/1435, 9-31=386911435, 31-32=3869/1435,10-32=3869/1435, 10-11=294411171 BOT CHORD 2-18=1934/5038, 17-18=1874/4882, 1733=1874/4882, 33-34=1874/4882, 16-34=1874/4882, 1635=2538/6709, 3536=2538/6709, 1536=2538/6709, 15-37=2303/6182, 14-37=2303/6182, 1438=23D3/6182, 13-38=2303/6182, 13-39=2303/6182, 39-40=2303/6182,12-40=2303/6182 WEBS 3-18=264/244, 4-18=93I674, 4-16=-848/2280, 576=1046/599, 5-15=1881554, 6-15=697/466, 8-15=-449/1167, 8-13=01421, 9-12--2818/1057, 9-12-761/513, 10-12>1727/4655 Structural wood sheathing directly applied or 2-0-14 oc pudins, except and veNcals. Rigid ceiling directly applied or 4-11-0 oc bracing. 1 Raw at midpt 10-11, 8-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. \oxj 2) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh, BCDL=S.OpsF, fi=16ft Cat 11; F� C; End., GdpIM ; M s MWFRsadequa d) drainage to water ponding r DOL=1.60 plate grip L=1.60 3) Provide \\\\ \AN---�� 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 live loads. / L' • • , .� 6) Refer to girder(s) for truss to truss connections. 60$ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) ca t: b `'(=1 344,,., �(1 2=1036. AfL J STATE IF Continued on page 2 �U Job Truss truss lype Ury MY Mw Tamma Tacoma-vadidona4r C5 HALF HIP GIRDER 1 1 I I Job Reference (optional) O em I rvss, M Mean, r".:19YT mn:3.31u9 Jul r lids PMC 9.3106JBIZr Ye1909 Iex InCum". IOC 1ue MM9zTOB:aawzuI9 Paga2 ID.izRvGRVJaQ37wfORkOl Rzgz7mRu4 ta=Ytm91E314zteh092SdRGF11ddPSFRhy)izF NOTES- 8) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 249 Ib down and 292 Ib up at 7-0-0, 134 Ib down and 162 Ilrup at 9-0-12, 134 lb down and 162 lb up at 11-0-12, 134 lb down and 162 lb up at 13-0-12, 134 lb down and 162 lb up at 15-0-12, 134 If, down and 162 lb up at 17-0-12, 134 Ito down and 162 lb up at 19.0-12, 134 lb down and 162 lb up at 21-0-12, 134 lb down and 162 lb up at 23-0-12, 134 lb down and 162 lb up at 25.0-12,134 lb down and 162 lb up at 27-0-12, and 134 lb down and 162 lb up at 29-0-12, and 134 lb dawn and 162 lb up at 31-0-12 on lop chord, and 375 lb down and 134 lb up at 7-0-0, 91 lb down at 9-0-12, 91 lb 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, and 91 lb down at 29-0-12, and 91 lb down at 31-0-12 on bottom chord. The design/selechon of such connection device(s) is the msponsibilityof othem. 9) In the LOAD CASE(S) section, loads applied to the face of the truss am 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 (plf) Vert 1-4=70, 4-10=70,11-21=20 Concentrated Loads (lb) Vert: 7=134(B)18=341(B) 4=202(B) 6=134(B)15=67(B) 9=134(B)12=-67(B) 24=134(B) 25=134(13) 26=134(B) 27=134(B) 28=134(B) 29=134(B) 30=134(B) 31=134(B) 32=134(B)33=-67(B) 34=67(B) 35=67(B) 36=-67(B) 37=67(B) 38=-67(B) 39=67(B) 40-67(B) 41=67(B) 42=-67(B) f. P 605 i ii�•c�.�`ORI. P'�� Job TrUss inuss lype Qty MWTacoma m Tacoa-tradifiona4gr C6 IPIY Roof Special Girder 1 1 Job Reference (optional) Southern Tmss, FL Pierre, FL, 34951 6x7 = 3x4 II 6.00 12 5x5 II Us = 2x6 II "" '— US = NOP2X STP= NOM STP= 5xe MT20HS= 4-2-0 14-4-0 12-4-0 18-0-0 4-2-0 I 4-2-0 I 441-0 fi-0-0 Dead Load Deb. =1/4 In Plate Offsets (X Y)— f1:Edce 0-1-e1 f3:0S4 0-2-87 14:0-5.40-2-81 (6:Edpe 0-3-01 (10:0-3-00-3-01 LOADING(psf) SPACING. 24)-0 CSI. DEFL in Qoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.38 6-7 >574 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.39 6-7 >554 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina NO WB 0.94 - Horz(CT) 0.05 6 nfa nfa BCDL 10.0 Code FBC20177rP12014 Matrix -MS , Weight 128 Ib HT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except' BOT CHORD W2,W5: 2x4 SP No.2 WEBS OTHERS 2x4 SP No.3 REACTIONS. (s¢e) 11=0-8-0 (min. 0-2-6), 6=0-8-0 (min. 0-2-8) Max Horz 11=143(LC 8) Max Uplifl11=1871(LC 8), 6=2051(LC 5) Max Gmv11=2854(LC 32), 6=3030(LC 32) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=2637/1759,1-2=2425/1592, 2-0=2425/1592, 3-4=2418/1555 BOT CHORD 10-13=2320/3395, 9-13=2320/3395, 8-9=2301/3363, 8-14=2301/3363, 7-14=2301/3363, 7-15=1504f2201, 15-16=15D4/2201, 6-16=1504/2201 WEBS 1-10=227813471, 2-10=322/302, 3-10=1366/834, 3-9=5321973;3-7=1803/1205, 4-7=1998/2995, 4-6=3140/2149 Structural wood sheathing directly applied or 3-6-11 oc purilns, except end verticals. Rigid ceiling directly applied or 4-9-10 oc bracing. 1 Row at midpl 1-11, 1-10, 3-7, 4-7 2 Rows at 113 pts 4-6 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=S.Opst BCDL=S.DpsF h=1610 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 am MT20 plates unless otherwise Indicated. 5) This buss has been designed for a 10.0 part bottom chord live load nonconcitment with any other live loads. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb)11=1871, 6=2051. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 547lb dawn and 397 Ito up at 516 Ib down and 376 Ib up at 4-4-12, 516 Ib down and 3761b up at 6-4-12, 516 Ib dawn and 331 Ib up at Bd-12, 5351b downs k9`jpV' / up at 10-4-12, 570 Ib down and 436 Ib up at 12-4-12, and 5701b down and 436 Ib up at 14-0-12, and 570lb down and 4361b,t PO 16-4-12 on bottom chord. The design/selection of such connection devira(s) is the responsibility of others. �N ' �\G�S �/` "`y`� 8) In the LOAD CASE(S) section, loads applied to the face of the truss am noted as front (F) or back (B). �� F LOAD CASE(S) Standard y P ' Y605 nced 1) Dead+ Roof Live (balanced): Lumber Inaease=1.25, Plate Increase=1.25 Un'dorm Loads (pill Vert iJ=70, 34=70, 4-5=70, 6-11=20 Concentrated Loads (lb) STA-f�FgF / Vert 10=516(B) 9--516(8) 7=-516(B)12=500(B) 13=516(B) 14=525(B)15=516(B)16=516(B) RT- 12,5 1� j R o Nss russ ype y MW Tacoma Tamrtw4rad2onaFgr Cru JACK -OPEN GIRDER t 1 Job Reference o tional IDizRVGRVJa037wfORkOitizgz7mRu-h87KOXwpOOP7TNSS41g95a7YzF7bV8h8CjxM WZyjizD -2-515 3-2-2 ' 2-9-15 I 3-2-2 3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.04 4-11 >932 240 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.04 4-11 >947 180 BCLL 0.0 Rep Stress Incr NO W13 0.00 Horz(CT) 0.00 2 We Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanicel,2=0-10-15 (min. 0-1-8),4=Mechanical Max Horz2=164(LC 20) Max Uplilt3=69(LC 17), 2=297(LC 4), 4=109(LC 17) Max Gmv3=82(LC 22), 2=337(LC 31), 4=109(LC 20) FORCES. (Ib) - Max. CompJMax. Ten. -All forces-250 (lb) or less except when shown. PLATES GRIP MT20 2441190 Weight 19 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wlnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0ps1; BCDL=5.Opsf; h=16f; Cat II; Exp C; Part. End., GCpi=0.55; 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 asperANSIITP11. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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 atjoings) 3 except (t=1b) 2=297, 4=109. 7) Hanger(s) or other connection device(s) shall be provided suffident to support concentrated load(s)130 lb down and 138 lb up at 1-6-1, and 130 lb dawn and 138 It up at 1.6.1 on top chord, and 40It down and 96 lb up at 1-6-1, and 40 lb down and 96 lb up at 1-i1 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 (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase--1.25, Plate Increase=1.25 Uniform Loads (pif) Vert 13=70, 4-9=20 Concentrated Loads Qb) Vert 12=115(F=57, B=57)13=107(F=53, B=53) �N M. E31 Job iruss Truss Type y MW Tacoma Tacoma-tradirlonaFgr Us Diagonal Hip Girder 3 1 Job Reference (oodona0 M 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.07 4-11 >693 240 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.07 4-11 >724 180 BCLL 0.0 ' Rep Stress Inv NO WB 0.00 Horz(CT) 0.00 2 rda n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 3=1VIechanical, 2=0-10-15 (min. 0-1-8), 4=Mechanical Max Horz2=147(LC 4) Max UpIM=-43(LC 8). 2=285(LC 4), 4=62(LC 17) Max Gmv3=76(LC 31), 2=341(LC 31), 4=85(LC 20) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown PLATES GRIP MT20 2441190 Weight 22 lb FT=20% Structural wood sheathing directly applied or 4-1-7 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIr160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=1 Bfq Cat II; Exp C; Encl., 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 nonconwrtemwith any other live loads. 3) Refer to girder(s) for truss toVuss connections. 4) Provide mechanical connectlon (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)3. 4 except at --lb) 2=285. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)100 lb down and 138 lb up at and 100 lb down and 138 lb up at 1-6-1 on top chord, and 40 It, down and 96lb up at 1.6-1, and 40 lb down and 96 lb up at 1-6-1 on bottom chord. The designfselection of such connection device(s) Is the responsibility of others. 6) 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 + Root Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert 1J=70, 4-9=20 Concentrated Loads (Ib) Vert 12=115(F=57, B=57)13=107(F=63, S=53) \ PN M. e��q�Liii \CENS V R`� Lei lr� P`.y605y) r fl ` STA F Q 'pRl. rA Job Truss Ills I ype My MWTamma Taopr, edbonel-gr CJ3A ILAY I Olagonal Hip Girder 1 1 Job Reference (optional) SWOIem TM5 . FL Plante. FL. 34eb1 Run:e.31Us JW2/2Ule Fmta.3108JW272U1e Mile InUuemee.Inm Iue AUg Lr Ue:4w412U1U Yage1 ID:fzRvGRVJa037wfORkOI RzgYlmRu•AIPEtwR9hXs5X1fe9BOdngp3f,4ZEbxlRNgv20paC -2-9-15 1-B-7 4-1-7 2-9-15 1-8-7 -- - 2-0-15 3 1-0 3 4-1-7 1-0-3 2-9-3 Plate Offsets MY}- I6:0-2-3 0-D-81 LOADING(psf) SPACING- 2-M C51. DEFL in (Ioc) Udell L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.34 Veri(LL) -0.03 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.03 4-5 >999 180 BCLL 0.0 Rep Stress Inv NO NB 0.00 Horz(CT) -0.06 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 22lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 SOT CHORD 2x4 SP M 31 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical,4-Mechaniml,5=0-8-8 (min. 0-1-8) Max Homy=147(LC 4) Max Upl'Ifl3=-42(LC 17), 4=179(LC 1), 5=454(LC 4) Max Gmv3=51(LC 20), 4=169(LC 4), 5=608(LC 1) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 4-1-7 oc purins. _BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult--i 60mph (3-second gust) Vosd=124mph; TCDL=5.0psf; BCDL=S.Opsh h=16$ Cat II; Exp C; Encl., GCpl=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 load rwnconcurrem with any other live loads. 3) Referto girder(s) for truss to truss connections. 4) Provide mechanical cbnnect on (byothem) of truss to bearing plate capable of withstanding 1001b uplift"atjoint(s) 3 except Qklb) 4=179, 6=454. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)100 lb down and 138 lb up at 1-6-1, and 100 lb down and 138 to up at 1-6-1 on top chord, and 40 lb down and 96lb up at 181 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 6) 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=125, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=70, 4-10=20 Concentrated Loads (lb) Vert 5=53(F) 13=115(F=57, 13=57) - \\0�`1 P 605 -O ; STA F � -� 0 o N5a Nas ype y MW Tacoma Tacoma-tradeonal-gr CJ6 Diagonal Hip Girder 2 1 Job Reference optional) SoMem Truss , FL PiM[9, FL, J9 I 3 0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in ([cc) Vdeg Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.16 6-13 >521 240 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.17 6-13 >476 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Hom(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (s¢e) 4=Mechanical, 2=0-10-15 (min. 0-1-8), 6=Mechanical Max Hcrz2=197(LC 20) Max Uplift4=98(LC 20), 2=284(LC 4), 6=-3B(LC 8) Max Grav4=120(LC 17), 2=463(LC 31). 6=248(LC 28) FORCES. (lb) - Max. CompJMax Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=422144, 3-14=373168 BOT CHORD 2-15=118/317, l5-l6=1181317, 6-16=1181317 WEBS 3-6=3631135 PLATES GRIP MT20 2441190 Weight 35 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid calling directly applied or 10-0-0 be bracing. NOTES- 1) Wind: ASCE 7-10; Vu)t=160mph"(3-second gust))Vasd=124mph7COL=5.Opsf, BCDL=S.Opsh h=16ft: Cat 11; Exp C; Encl., GCpi=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 live load nonconcunrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) PmAde mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift atjo[lm(s) 4, 6 except at --lb) 2=284. 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s)100 lb down and 138 Ib up at 1-6-1, 1 DO lb down and 13B Ib up at 1.6.1, and 110 lb down and 42lb up at 4-4-0, and 110 lb down and 42 lb up at 4-4-0 on top chord, and 40 Ib down and 96 lb up at 1-6-1, 40lb down and 96 lb up at 1-Fii, and 28 lb down and 3 Ili up at 44-0; and 28 lb down and 3 It, up at 4-4-0 on bottom chord. The desigiftelection Df such connection device(s) is the responsibility of others. 711n the I nAn CASF(S1 sanrfnn. loads annTIM to the fare of the mass are noted as front M or back fBt. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert 1-4=70, 5-11=20 Concentrated Loads Qb) Vert 14=115(F=57, B=57)15=107(F=53, B=53) SBA•!T� 9' �\' �o RR�jjl_Al` Job Truss I suss I ype y Mw Tammy , Tammatmdiflonal-9r CJ6 JACK-0PEN GIRCFR 1 1 Job Reference (optional) Ir] 2K4 II 4 5 4-1-3 I 7-&14 7-9-0 Plate Offsets MY)— r9:0-2-3.0-0-81 LOADING(psf) SPACING- 24)-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.75 Vert(LL) -0.06 B-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.57 Vert(CT) 0.06 8-15 >999 180 BCLL 0.0 Rep Stress Ina NO WS 0.16 Horz(CT) 0.01 7 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight 44 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. (size) 2=0-10-15 (min. 0-1-8), 7=0-3-8 (min. 0-1-8) Max Hoa2=268(LC 4) Max Uplift2=311(LC 4), 7=250(LC 8) Max Grav2=533(LC 31), 7=520(LC 31) FORCES. (lb) -Max. CompJMax, Ten. - Al forces 250 (lb) or less except when shaven. TOP CHORD 2-16=638/97, 3-16=550/140 BOT CHORD 2-18=231/523, 8-18=2311523, 8-19=231/523, 7-19=2311523 WEBS 3-7=5711253 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudlns, except end ver8cals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsh h=16ft; Cat 11; Exp C; Part End., GCp1=0.55; 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 nonconctment with any.other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (t=1b) 2--311, 7=250. 4) Hanger(s) or other connection device(s) shall be provided suRicienito support concentrated load(s)130 lb down and 138lb up at 1-6-1, 130Ib down and 138 Ib up at 1-6-1, 108I1hdown and 1041b up st 4.4-0, 1081b down and 1 D4 Ib up at 44-0, and 107lb dawn and 125lb up at 7-1-15, and 107 Ib down and 1251b up at 7-1-15 on top chord, and 40lb down and 961b up at 1-6-1, 40Ib down and 961b up at 1-6-1, 36 Ib down and 3 Ib up at 44-0, 361b down and 3lb up at 44-0, and 51 Ib 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 buss are noted as front (F) or back (B). LOAD CASE(S) Standard 0 1) Dead +Roof Live (balanced): Lumber Increase=115, Plate Increase=1.25 \�� Uniform Loads (plf) Vert 1-4=70, 45=30, 6-13=-20 \�i V\CiENs`F•`��i Concentrated Loads (Ib) Vert 16=115(F=57, 81=57)17=142(F=-71, B=71) 18=107(F=53, B=53)19=70(F=35, B=35) _� / P 605 f- -O �STA-f F -.��_. ._. _ .._ —__�_ _-.... T _ - - ..ter rJv �—�..-�n=i.�-.ac ._=.a: 'l-•-mot 1 �O o fuss fuss I ype Hly MWTamma Tammafiatlitiana4gr CJ7 JUTY I JACK-0PEN GIRDER 2 1 Job Reference (ootonap 50=em Truss, FL Pleme, FL, 3 951 si-3 4&5 I 5-13 d-a-2 Plate Offsets (X Y)- f6:0-2-3.0-DAl LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (hoc) Vdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.10 7-14 >999 240 MT20 2441190 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 Horz(CT) 0.01 6 nla n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 491b FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 24 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putiins. BOT CHORD Rigid ceiling directly applied or 9-10-4 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-10.15 (min. 0-1-8), 6=Mechanical Max Horz2=247(LC 4) Max Up8tt4=-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. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=8261244, 15-16=764/268, 3-16=727/241 BOT CHORD 2-18=348r719, 18-19=3481719, 7-19=-348/719, 7-20=3481719, 6-20=348f719 WEBS 3-7=61269, 3-6=7761375 NOTES- 1)Wind:-ASCE 7=10; Vu1t=160mph-(33econd gust) Vasd=124mph;-rCDL=5:0psf, BCDL=5.Dpsf, h=16ft; Cat. II; Exp C; End., GCpi=0A8; 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 noncencument with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift atjoint(s) except rib) 4=117, 2-354,6=119. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 to down and 138 lb up at 1-6-1. 100 Ib down and 138 Ib up at 1-fr1, 78 Ib down and 741b up at 44-0, 78 Ib down and 74 Ib up at 44-0, and 90 Ib down and 1 D3 Ib up at 7-1-15, and 9016 down and 103 lb up at 7-1-15 on top chord, and 40lb down and 96 lb up at 1-6-1, 40 lb down and 961b up at 1l>7, 36 lb down and 3lb up at 4.4-0, 36 lb down and 3 lb up at 4-4-0, and 47 lb down at 7-1-15, and 471b down at 7-1-15 on bottom chord. The desigrdselection of such connection device(s) Is the responsibility of others. 6) 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 A N\\ ,I M • B[ ��/ 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 IN Uniform Loads (pit) �� i \C+FNS Vert: 14-70, 5-12=20 Concentrated Loads Loa(lb) J. P05}.-) Vert 1 oads (F=57, B=57)17=75(F=38, B=38)18=107(F=53, 6=53) 20=54(F=-27, B=27) r-,N 1 0 ress I rus5 I ype Fly MW Temma . Tamma-tratlnionalgr C.17r JUIY I DIAGONAL HIP GIRDER t t Job Reference o tional South¢m Truss, FL PleRZ. h4; Mbal rtu¢eams Am a cu m 0 eam sum. um a am m,rea.,nuuaw=a, m o. - ' - ID:izRvGRVJa037wrORkOl Rzgz7mRu-25oD4E_xDw71ZBKOUGKod GmeAMftM7e7BnyjuB -2-a-15 3-7-12 G7-75 695 r 2-St5 3-7-12 3-03 I 376 LOADING(psf) SPACING- 2-0-0 C51. DEFL in (hoc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.26 TC 0.86 Vert(LL) -020 9 >577 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 ' BC 0.24 Vert(CT) -0.28 9 >408 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 55 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-11-3 0o pudlns. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 104M co bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3-56-1-13 REACTIONS. (size) 5=Mechanicel, 2=0.10-15 (min. 0-1-8), 7=Mechanical Max Hom2=247(LC 4) Max UpIiN5=56(LC 20), 2=370(LC 4), 7=187(LC 8) Max Gmv5=77(LC 17), 2=651(LC 31), 7=407(LC 31) FORCES. (Ib)-Max. CompJMax. Ten. - All forces 250(lb) or less except when shown. TOP CHORD 3-17=981/339, 3-22=1480/424, 4-22=1398/434 BOT CHORD 3-24=A01f/76, B-24=398f770, 8-25=3981762, 7-25=3981762 WEBS 4-7=-851/444 NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vesd=124mph; TCDL=5.Opsf; BCDL=5.0pah h=161k Cat 11; Exp C; End., GCpi=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 live load nonconcunent 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 100 lb uplift at joint(s) 5 except Qt=1b) 2=370. 7=187. 6) Hanger(s) or other connection device(s) shall be provided suficent to support wncentrated load(s)100 lb down and 138 lb up at 1-6-1, 100 lb down and 138 lb up at 1-6.1, 107lb down and 25 lb up at 1 4 ,107 lb down and 25 Ib up at 44-0, and 81 lb down and 79lb up at 7-1-15, and 81 (b down and 79lb 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 151, 33 lb ' down and 23 lb up at 4-4-0, 33 lb down and 23 lb up at 44-0, and 55 lb down and 40 lb up at 7-1.15, and 55 It, down and 40 Ib up 7-1-15 on bottom chord. The designtselection of such connection deviw(s) Is the responsibility, of others. 7) In the LOAD CASE(S) section, loads applied to the face of the buss am noted as front (F) or back (B). \�\��L�PN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Inmase=125 ` / - •>.-- ..� Uniform Loads (calf) P 6Qrj Vert 1-5=70, 9-16=20, 3.6=20 Concentrated Loads (lb) ^ . Vert 19=115(F=57, B=57) 20=107(F=53, B=53) 23=-37(F=18, B=18) 24=-22(F-11, 8=11) 25=95(F=47, A STA7 F/ -' o was russ ype y MWTamma Tacomatr Kional-gr D1 Common 3 1 Job Reference (optonap wumem iNw , rc rrerca, rc., sceor 4x4 = 4 Dead Load Deg. = 118 in c4 II ty Plate Offsets (X Y) - f2:0-0-0 Edge], (6:0-0-0 Edael f11:0-2.3 0-0-81 113:D-2-3 0-0-81 LOADING(psf) SPACING. 2-0-0 CSI. DEFL in (loc) VdefI Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.11 10-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.2510-17 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.24 Horz(CT) 0.05 6 n/a We BCDL 10.0 Code FBC2017rFP12014 Mabix-MS Weight 121 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or B-9-2 oc bracing. WEBS 2x4 SP No.3 " OTHERS 2x4 SP No.3 REACTIONS. (size) 2=D-8-0. (min. 0-1-8), 6=0-8-0 (min. 0-1-8) Max Horz2=142(LC 6) Max Uplifl2=359(LC 8). 6=359(LC 9) Max Grav2=1240(LC 1), 6=1240(LC 1) FORCES. (Ib) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1892/499, 3-4=1670/494, 4-5=1670/494, 5-6=18921499 1 BOT CHORD 2-10---44411624, 9-10=16811074, 8-9=168/1074, 6-8=313/1624 WEBS 4-8=2141623, 5-8=423/303, 4-10=214/623, 3-10=4231302 NOTES 1) Unbalanced rooflive loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=1611; Cat II; Exp 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 for a 10.0 psf bottom chord live load nonconwrrern with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=359, 6=359. LOAD CASE(S) Standard J. P 605 � F 13 Job ruse ypeQty Ply MWTamura TacematraMwalgr D1A COMMON 2 1 I Jab Reference o donel boumem 1 NA, FL P'.. t- ..:14YJ1 WIIL u.Jlu 6 Jul" Zulu YnnL u.:9e 6 JYI 2! Zulu M11" IIIOusule6, mG 1 ae AuJ 2/ uu:46:4(Za19 Vagg91 ID:trRVGRVJaO37wfORkOiRzgz?mRu--_Uw UW?GD(HOpSUo?GIot21mO4K8eGWAp17EGry-.6 6-0-4 12-2-0 17-11-12 24-0-0 26d-0 6-0-4 I 5-9-12 I &9-12 4x4 = Dead Load Dell. - 3116 In (4 11 ) LOADING(psf) SPACING- 2-0-0 CSI. . DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.11 9-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.27 9-14 >999 180 BCLL 0.0 Rep Stress Ina YES WB " 0.25 HoR(CT) 0.05 5 Na n/a BCDL 16.0 Code FBC2017/TP12014 Matra( -MS Weight1141b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-14 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0 (min. 0-1-8), 5=0-&O (min. 0-1-8) Max Homl1 153(LC 9) Max Uplifl1=294(LC 8), 5=360(LC 9) Max Gmvl=1089(LC 1), 5=1246(LC 1) FORCES. Qb) - Max CompJMax Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2>1912/520, 2.3=1706/514, 3-4=16821497, 4-5=1904/502 BOT CHORD 1-9--467/1665, 8-9=17511087, 7-8=175/1087, 5-7=-31611636 WEBS 3-7=213/621, 4-7=424/303, 3-9=233/657, 2-9�42/313 —NOTES. I) -Unbalanced mof liveleadshave been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF, BCDL=5.Opsf, h=16ik Cat II; Exp 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 for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical conneclion (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at-lb)1=294, 5=360. LOAD CASE(S) Standard J.. P y605 Job russ I mss Iype Luy MWTamma Tamma-iradigonalgr D2 jely COMMON i 1 I Job Reference (optional) bOUMem l Mae, rl. riefaa,'L ..I 3x4 = 5x4 = a3x4 = &34S i6-0-6 244-0 au 1 T_an I 9-3_9 _- Dead Load Der. - 3116 in Plate Offsets KY)- 12:0-0-4Edne1 (4:0-2-8 0-2-121 (5.0-2-D 0-3-01 16:0-2-8 0-2-12] ra:0-0-0 Edoel 113.0.2.3 0-0-61 116:0-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 . CSI. DEFL in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.12 12-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.2912-19 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.22 Horz(CT) 0.05 8 n1a n1a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight1191b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1 -8). 8=0-8-0 (min. 0-") Max Horz2=131(LC 6) Max Up=i—350(LC 8), 8=350(LC 9) Max Gmv2=1240(LC 1), 8=1240(LC 1) FORCES. (lb) -Max CompJMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=18721470, 3-4=1656f464, 6-7=1657f464, 7-8=18721470, 4-5=-14101456, 5$>14101456 BOTCHORD 2-12-405M601,11-12=15011081,10-11=150I1o81,8-10=28511601 WEBS 5-10=1911587, 7-10=366272, 5-12=1911587, 3-12-3661271 Structural wood sheathing directly applied or 2-2-0 no pudins. Rigid ceiling directly applied or 9-1-6 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; BCOL=5.Opsf, h=1 Sit: Cat. It; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DDL=1.60 3) Provide adequate drainage to prevent waterponding. 4) All plates are MT20 plates unless otherwise Indicated. - 5) This truss has been designed for a 10.0 psf bottom chord live load noncencument 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 rib) 2=350, 8=350. LOAD CASE(S) Standard P 605 �• 1 1c, n �x STAIF F �t� ..4-ORdjIPJ�� 5 Job mss Inuss lype Qtyy MW Tacoma Tacoma-traditionaHlr 03 COMMON GIRDER 1 3 Job Reference0 Jonal `. Umem ru. , I-L Fierce, YL. J ao' 4x6 II 4 fi.0012 \ 3x4 6 4x5 3 5 NOP2X ETP= z 1.4 II 2 1 71 20 21 10 22 9 23 24 25 6 26 4.9 = 2x6 II M MT20HS= Bx8 = 3x7 II Dead Load Defl. =114 in 1 6 7x4 II 27 28 7 NOPZX STP= 6x10 MT20HS-1 6-0-4 12-2-0 17-11-12 244-0 Plate Offsets PL1')— I2'0-D-12 0-0-51 13'0-1-8 D-1-81 f5:0-1-8 0-2-01 I6:0-0-15 0-341 f8:D4-12 04-81 19:0-0-0 0-4-121 111:0-4-0 0-1-01 If2:0-2-3,0-0-81 (14:0-2-3 0-0-87 LOADING(psf) SPACING- 240-0 Cbl. DEFL In Qoc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.23 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.43 9-11 >674 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.91 Horz(CT) 0.12 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 4381b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except' W3: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-24), 6=0-8-0 (min. 0-3-8) Max Horz2=-142(LC 6) Max Upiifl2=2572(LC 8), 6=3668(LC 9) Max Grav2=8187(LC 1), 6=1263B(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp.IMm Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-17985/5627, 3-4=14033/4283, 45=14070/4290, 5-0=21902/6292 BOT CHORD 2-11=-5022/16000,11-20=5022J76000, 20-21=5022/16000,10-21=5022/16000, 10-22=5022/16000, 9.22-5022116000, 9-23=-5513119594, 23-24=-6513119594, 24-25=5513119594, 8-25=5513119594, B-26=5513/19594, 26-27=-5513/19594, 27-28=5513119594, 6-28=5513119594 WEBS 4-9=3642/12089, 5-9=807412260, 5-8=-1682J6754, 3-9=399211552, 3-11=111813289 NOTES- 1) 3-ply truss to be connected together with 10d (0.131'x3°) nails as follows: Top chords connected as follows: 2x4 -1 now at 0-7-0 oc. Bottom chords connected as follows: 2x6 -3 rows staggered at 04-0 oc. Webs connected as follows: 2x4 -1 row at D-9-0 Ga. 2) All loads are considered equally applied to all plies, except Yf noted as front (F) or back (B) face in the LOAD CASE(S) sedan. 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; VuIY-160mph (3-second gust) Vasd=124mph; TCDL=5.Dpsf; BCDL=S.Dpsf; h=16n; CaL II; Exp C; End., G MWFRS (envelope); Lumber DOL=1 otherwise Indic DOL=1.60 5) All plates are been plates unless otherwise indicated. 6) This truss has been designed fora 10.0 psf bottom Morel live load nonconcurrent with any other live loads. � / - °-,%• 7) Provide medkanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s LTLl=ib y2572P 605 6=3668. �ft: L 8) Henger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 2090 It, down 2�(�i 7-R12E-\� 2003 Ib down and 691 lb up at 9-0.12, 20031b down and 689 to up at 1140-12, 2000lb dawn and 629 Ito I at 13-4 ]99 (�ioww�(tr ��and 519Ib up at 15-0-12, 2009 Itodown and 517 It,up at 17-0-12,1999 It,down and 641 lb up at 18-0.12, and 2085 Ito dowm5nd69lk lb up 21-0-12, anT2158 lb down and 6381b up at 23-0-12 on bottom chord. The deslgNseledon of such connection device(s}�.``10 responsibility of others. /R)p� LOAD page Standard Continued on O Was mes ype y MW Tacoma Tammat2d'Nona49r D3 GGMMGN GIRDER t 3 Job Referenra o 0onal aoumem imss, ry ne¢e. r�...w7ai RVJaiFi., �.� e.�....g'gi.�-1G6q".."to ......_..._......., ...y... ID:fzRvGRVJaD37vRORk0lRzgz7mRo-SgUMiGOgWrP[ob3?Yzp10 TtsTdINYTK2ytno6piz5 LOAD CASE(5) Standard — 1) Dead +Roof Live (balanced): Lumber Increase=125, Plate Increase=125 Uniform Loads (plt) Vert: 1-4=70, 4-7=70, 2-6--20 Concentrated Loads Qb) Vert: 20=2090(F) 21-2003(F) 22=2003(F) 23=2000(1`) 24=1999(F) 25=2009(F) 26=-1999(F) 27=2085(F) 28=2158(F) P . �605 � -a ; ^SrATF IF ion Inuss I russ I ypa LAY Fly MWTamma Tamma didonal-gr D4 HIP t 7 Job Reference (optional) JWM= TNss, FL F'IBn.Y, YL, JV'Jal 414 = 4 4z7 = c 94H1 F-- 15-4-0 i 24-0-0 o_n. n nbn n�tn Dead Load Deff. - 3116 In Plate Offsets (X Y)- f2:0-2-10 0-1-81 (4:0-2-40-2-41 f5:D-5-0 0-2-41 17:0-2-10 0-1.81 rl2.0-2-3 0-0-81 114:o-2-0 0-0-81 LOADING(pso SPACING- 2-0-0 CSI. DEFL in Pon) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(L-) -0.16 9-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.34 9-21 >854 180 BCLL 0.0 Rep Stress Ina YES WB 0.18 Hom(CT) 0.06 7 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weighc1261b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 - BOT CHORD 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 Home=111(LC 6) Max Uplifl2=332(LC 8), 7=-332(LC 9) Max Gmv2=1240(LC 1), 7=1240(LC 1) FORCES, Qb) - Max. CompJMax Ten. - Al forces 250 Qb) or less except when shown. TOP CHORD 2-31925/478, 3-4=1601I354, 4-5=1379/361, 5.6=1600/355, 6.7=1925/479 BOT CHORD 2-11=-413/1685;10-11=145/1379, 9-10=145/1379, 7-9=311/1685 WEBS 3-11=357244,411=-22/398,5-9=39/398,6-9=.357/244 Structural wood sheathing directly applied or 3-0-12 oc pudins. Rigid ceiling directly applied or 9-0-8 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=5.0psf; BCDL=5.Opsf, h=16R; Cat. 11; Exp C; Encl., GCpi=0.78: 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 buss has been designed for a 10.0 psf bottom chord live load noncancument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=332, 7=332 LOAD CASE(S) Standard / P 605 /• 1 `:.A:* - F STA F / M Job I Nss I may I ype UV My MW Tacoma Tamma-tradlbonaFgr IDS ROOF SPECIAL 1 1 Job Reference o Gonal ao�m m; mu, r� rrcmr, r,....waoi 44 = 4x5= ee— 5 7-0-0 L911 12-2-0 17-4-0 24-40 I S9-n Dead Load M. =116 in Plate Offsets (X Y)— (3:0-2-12 0-2-01 (7:0-2-12,D-2-01 114:0-23 0-0-8I (16:0-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in goo) gdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.83 Veng-L) 0.11 13-20 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC, 0.66 Vert(CT) -0.2113-20 >999 ISO BCLL 0.0 Rep Stress Ina YES WB 0.46 Horz(CT) 0.06 8 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 129 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. (size) 2=0-8-0 (min. 0-1-8), 8=0-8-0 (min. 0-1-8) Max Horz2=112(LC 6) Max Uplitt2=365(LC 8), 8=365(1_C 9) Max Gmv2=1240(LC 1), 8=1240(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-3-4 0o bracing. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1845/466, 3-4=1573/481, 4-5=1596/442, 5-6=1596/442, 6-7=-1573/481, 7-B=1845/467 BOT CHORD 2-13=367/1557, 12-13=387/1765,11-12=307/1765, 10-11=324N765, 8-10=264/1557 WEBS 3-13=52J440, 4-13=305/124, 4-11=667(271, 5-11=301/1195, 6-11=6671271, 6-10=305/124, 7-10=52/440 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.Opsf; h=16tK Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp 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 nonconcumenl 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=365, 8=365. LOAD CASE(S) Standard J. P 605 n 1 tA: -O t STA"f� % \ h l�ikr ORI p: �� M, I o mss mss ype y MW Tema. Tawrnai aditionaFgr D6 Roof special Girder 1 1 Job Reference (optional aeeelem IMW, PL Ma ,rL„J V*l nun:a.alua jut" Ulu YM[ C.41u sJN If Lmtl M;lexlneaaeles. m= lue/ aua:46.m zu1s Pagel AID:fzRVGRVJaQ37wfORkOlRzgz7mRu-tFAUK121pmoSl3oaE6Nk1u hklaz9mkw5RPQyj'v2 Dead Load De0. =1/4 in 4x4 = 44 = 6 6 4x4= 4x4= ¢y¢ = 4x4 = 6.00 12 3 7 26 ,p 0 NOP2X STP—_ NOP2X STP= -- 2 1x4 II 2 9 1x4 II ) 0 1 1528 14 13 12 2917 10 0 3x7 = SA = Us MT20HS= 3x4 = 6x4 = 3x7 = 3x4 = S4}0 12-2-0 13-0-0 19-4-D N 5-0-0 i 7-z-0 1 _ 6-40 I 5-0-0 Plate Offsets (X,1)- [2:016-0,Edge], [3:0-2-4,0-2-0], [4:0-2-0,0-2-4], r7:0-2-0,D-2-41, ]8:0-2-4,0-2-0], [9:0-6-O,Edge], 111:0-2-0.0-2-12], [12:0-1-12,0-"], [13:0-1-12,0-1-8], 115:0-2-0 ,0-2-121. r1(3:0-2.3.G-0-81, 118:0-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.23 13-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.42 11-12 >699 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina NO WB 0.72 Horz(CT) 0.11 9 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS . Weight 129 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No-2 `ExmpC TOP CHORD Structural wood sheathing directly applied or 2-6-11 cc purling. . T4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-104 cc bracing. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-14), 9=0-8-0 (min. 0-1-14) Max 14=2=104(1-C 6) Max Upli1112=914(1-C 8), 9=914(LC 9) Max Gmv2=2247(LC 1), 9=2247(LC 1) FORCES. (lb)- Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3�4204/1717, 3-26=-3762/1600, 4-26=37M160D, 4-5=3213/1254, 5-6=2882/1161, 6-7=3213/1254,7-27=-376211600,8-27=-3762/1600, 8-9=-4204/1718 BOT CHORD 2-15=1504/3687,16-28=1713/4359, 14-28=1713/4359,13-14=1713/4359, 12-13=1006/2882, 12-29=1632/4359, 11-29=1632/4359, 9-11=-1417!'3681 WEBS 3-15=-04511461, 4-15=-8011256, 4-13=1885/897, 5-13=-494/1237, 7-12=18851898, 7-11=801/256, M1=445/1461, 6-12=-494H238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=S.Dpst,, BCDL=S.Opsf; h=16ft; CaL 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) Ali plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1DO lb uplift atjoint(s) except at -lb) 2-9�991;4 Xx j f /11/ - 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)184 lb down and 204 lb up�1�a 2061b down and 148 lb up at 5-7-4, and 206 lb down and 148Ib up at 18-8-12, and 184 lb down and 20411) up at 19 4 n 0 and 315 lb down and 49 lb up at 5-0-0, 666 Ito dawn and 310 lb up at 5-7-4, and 666lb down and 310 lb up at 18-8-12, an�'3 5d16'swwrl�\C'�S�C�� and 49 lb up at 19-34 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. / - ' • - v 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). J605 ; LOAD CASE(S) Standard } - 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Incease=1.25 Uniform Loads (plf) -o ` STA7F Verb 1J=70, 3-4=70, 45=70, 5-6=70. 6-7=70, 74=70. e-10--70, 20-23=-20 Concentrated Loads (Ib) Vert 3=87(B) 8>87(B) 15= 129(B) 11=129(B) 26=125(8) 27=125(13) 28=-666(B) 29=666(B) '; 6 i fl MSS Inuss lype MY Mw Tacoma Tacomab ibw.a gr E1 1QtY Hip 1 1 Job Reference (optional) ....... .._�.. _. ._.__•. _•-.___, ....,.. ..�..,u wm nwmnwvuua. m.- ..,�..,,u.., �o...,.�.�o .avo , IDizRvGRVJag37wFORk01 1&f�gz7mR-LRk[Yd3La4wJVDMmnp1 11 15561JXEvzaRMyjizl ' S�0 7-11-15 8-7 12 it 15 5-0-0 - 2-11-15 4-8-8 4x4 = 4x4 = 2 3 3x4 7 63x4= 5 a 3x4 — 2x4 II 2x4 II LOADING(psf) SPACING- 2-0-0 C51. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 5-6 >999 180 BOLL 0.0 Rep Stress Inv YES NB 0.16 Horz(CT) 0.00 5 n/a We BCDL 10.0 Code FBC2017/iP12014 Matrix -MS . Weight 70 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP No.2 and verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8--Mechanical, 5=Mechanical Max Horz8=19(LC 5) Max,UpIM8--137(LC 8), 5=137(LC 9) Max Grav8=572(LC 1), 5=572(LC 1) FORCES. (lb) - Max. CompJMaz. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1-2=601/144, 2-3=466/157, 3-4=601/144,1-0=-521/151, 4-5=521/151 BOT CHORD 6-7=80/466 WEBS 1-7=92/408,4-6=92/408 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=3.0psQ BCDL=5.Opsf, 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) This truss has been designed for a 10.0 psf bottom chord rive load nonconcunent wAh 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 atjoint(s) except at -lb) 8=137, 5=137. LOAD CASE(S) Standard XGENj f� P . Y605 ....; _ f. 1-0% �STA7F F / Job iMSS russ lype Uly Fly MW Tacoma Taaoma-lmdidanal-gr E2 Hip GWer 1 _ 1 Job Reference (optional) SouMem Truss, FL Pierpe, FL, M951 Run: a.310 s Jul 27 2019 Print 8.310 s Jul 27 2019 Mrrek Industnes, Ina Tue Aug 27 03:46S3 2019 Pa a 1 ' lD:fzRvGRVJaQ37wfORkOlRzgz?mRu-peHFtz4zLN29XWryLWPC6JA=US32r 3CEaYTJyjizO 3al-0 I 6b-0 i 9-t1-15 i 12-11-15 3-0-0^- - 3-6-0 3-fi-0 3-M - - 3x, 5x5 = 6.00 F12 13 14 5x5 = 1 i 35 5 W5 1 10 W4 j 1x4= 1x4 II W1 W7 v bi 2x4 II 3x4 = 7 ax4 = Plate Offsets (XY)— 11:0.1-B.O."1 12:030.0.2481 f4:0.3-0 0.2-81 f5:0.1-8 0.1-8] LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in floc) I/de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Veri(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.12 7-e >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.76 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 _ Code FBC20171TP12014 Matrix -MS Weight 72 to FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Ecepe BOT CHORD W4:2x4SP No.2 JOINTS REACTIONS. (s¢e) 9=1VIechanical, 6=10echanical Max Hom9=29(LC 5) Max Uplfi9=406(LC 5). 6=406(LC 4) Max Grav9=840(LC 30), 6=840(LC 31) FORCES. (to) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=923/446, 2-13=848/451, 3-13=-848/451, 3-14=848/451, 4-14=848/451, 4-5=923446, 1-9=831/390, 5-6=831/390 BOTCHORD 7-8=-10BI863 WEBS 8-10=342f305, 7-11=342/305, 1-8=-481/l013, S7=4Bi/1013 Structural wood sheathing directly applied or 4-7-4 oc purlins, except end verticals. Rigid ceiling directly applied or 6-M ec bracing. 1 Brace at Jt(s): 12 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.OW, BCDL=5.0psf, h=16fp Cat 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) This truss has been designed for a 10.0 Ind bottom chord live load nonconcunenl with any other live loads. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 Ib uplift at joint(s) except at --lb) 9--406, 6=406. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 370 Ito down and 322 lb up at 3-0-0, 268 lb down and 264 lb up at 5-0-12, 26B Ito down and 264 to up at 6-6-0, and 2681b down and 264 lb up at 7-11-4, and 370 lb down and 322 lb up at 9-11-15 on top chord. The desigNselection 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 am noted as front (F) or back (B). \\\\\ _` LOAD CASE(S)Standanl �\N 1) Dead Roof Live (balanced): Lumber Inaease=1.25, Plate Increase=125 Uniform Loads (pit) / - • w • • , .v Vert 1-2=70, 2-4=70, 45=-70, 6-9=20 f . PE3605lq Concentrated Loads Qb) f; , Vert 2=86(B) 4=86(B) 3=86(8)13=86(B)14=86(B) L A- g'F STAIF \ o� OR1� tENG \\\N —01 UI o Nee ruse lype y MWTamma Tamma-tratliBanaF9r PGA GABLE 1 1 Job Reference (optional) Soulhem Truss, FL Pierce, FL, 3951 Run:8.310s Jul 272019 Pmt 8.310s Ju1272019 MTeklndusWes, I= Tue Au 270B:48:542019 Pagel ' - d2 IDRVGRVJag37wfORkOlFt g2?mRu-HgrdyJ4b5hA09WW9vEwFMmuDnTVCOuK501yj¢? 11-0-8 - it-0-e a r4 11 1 x4 11 1 x4 11 1 x4 It 1 x4 11 1 x4 11 1 x4 11 10 11 2 c4 11 1 2 19 3 4 5 20 5 7 8 21 9 T7 W1 W1 ST1 ST1 ST1 ST1 ST1 Sift ST1 B1 18 17 16 15 14 13 12 11 10 2X4 II U4 II tx4 II 1x4 II tx4 11 1x4 II 1x4 II 1X4 II 2x4 II 11-0-8 it-" LOADING(pst) : SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) We - n/e 999 UCLL 0.0 Rep Stress Ina NO WB 0.04 HOR(CT) 0.00 10 rda n1a BCDL 10.0 Code FBC2017rrP12014 .Matrix-R Weight 611b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 64)-0 oc pudins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-0-8. (lb) - Max Oplift All uplift 100 lb or less at joints) 18, 10, 17, 16, 15, 14, 13, 12 except 11=l28(LC 4) Max Grant All reactors 250 lb or less at joint(s)18, 10, 17, 16, 15, 14, 13, 12, 11 FORCES. (lb) - Max. Comp./Mam Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16fq Cat II; Exp C; Encl., 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 ANSI?PI 1. 3) Provide adequate drainage to prevent waterporn ing. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement Q.e. diagonal web). ' 6) Gable studs spaced at 1-4-0 om 7) This truss has been designed for a 10.0 psr bottom chord live load nonconcumant with any other, live loads. 8) Provide mechanical connection (by others) ottruss to bearing plate capable of withstanding 100 Ib uplift at joinl(s)18, 10, 17, 16, 15. 14. 13, 12 except (jt=lb)11=128. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Icad(s)164 lb down and 81 lb up at 0-1-12, 181 lb down and 85 Ib up at 2-1-14. 181 lb down and 85 lb up at 4-1-14, 181 lb down and 85 lb up at 6-1-14, and 181 lb down and 85 lb up at B-1-14, and 3051b down and 271 lb up at 10-1-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Un'rfortnLoads (plf) Vert 1-9=70, 10-18=20 Concentrated Loads Ob) z S�`:.� `Y� Vert 1=1464=111 7=111 19=111 20=111 21=52 ' P Y; 11:i A-605 - a ; STAFlo o rows mss ype y Mw Tamma Tamma-tradNona4grr HI Monopitch 1 1 ob Reference p tional 2x4 II 6 3x4 = 3x4 = 2x4 H 6-0.12 1 11-70 I 17c_t.0.0 sue„ i Plate Olfs_ets_(X,Y)— 15:0.1-12,0-1-81. 18:0-5-8,0.1-81. 111:0-2-3,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.05 10-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.09 7-8 >999 180 BCLL 0.0 Rep Stress Ina. YES INS 0.81 Horz(CT) 0.03 7 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 107 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=D4i-0 (min. 0-1-8) Max Hoa2=463(LC 8) Max UpIM77=355(LC 8). 2=213(LC 8) Max Gmv7=750(LC 1), 2=912(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=1209/163, 3-4=976/197, 45=824/219 BOT CHORD 2-10=-477/1010, 5-8=154/562, 7-8=394/816 WEBS 3-10=254/233, 8-10=503/1065, 5-7=-978/473 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or B.SO oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Dpsf; h=1M Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Ali plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconwment 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 100 lb uplift atjoint(s) except rib) 7=355, 2=213. LOAD CASE(S) Standard -a ; STA7F F �, �ORdjlp.' ��i�� ss 0� IENC\'\\N IA3 o N55 Nse ype y Mw Tacoma Tacortw-hatlitional-gr H2 Half Hip 1 1 Job Reference o 0onal ..=M I.., rL r'erce, rl.;wnol 3x4 = 2x4 II 6 7 6-0-12 11-7-0 - 17-0-0 � a.n-n I s.s.e I ccn I Plate Offsets (XY)- f5:0-1-12 0-1-81. f6:0-2-0 0-2-81 f9:0-5-8.Edge1 f12:0-2-3 0-0-81 LOADING(psf) SPACING- 240-0 CSI. DEFL. in Qoc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.05 11-16 >999 240 MT20 2441190 TOOL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.09 8-9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.81 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight10411c FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 _ TOP CHORD BOT CHORD 2x4 SP No.2'Except* B2: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) B=Mechanical, 2=0-B-0 (min. 0-1-8) Max Horz2=417(LC 8) Max Uplitl8=301(LC 8), 2=233(LC 8) Max GmvB=750(LC 1), 2=912(LC 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1209/207, 3-4=1066280, 4-5=915/301 BOT CHORD 2-11=-47111010, 5-9=1731593„8-9=-419/898 WEBS 3-11=-317/262, 9-11=510/1092, 5-8=1033/484 Structural wood sheathing directly applied or 4-10-15 oc pudlns, except end verticals Rigid ceiling directly applied or 8-5-11 oc bracing. NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S:Opsf; SCDL=5.0ps ,, h=1 SR, 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 nonconourrent 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 atjoint(s) except &-lb) 8=301, 2=233. LOAD CASE(S) Standard �\\�i ��Ci�s'n• A- ' 0 1 S- i�T :cW F 101VAC St; lq o was Was ype y t Tamma Tamma-traditional-0r H3 H.aff Hip 1 7 Job Reference (gpegnap ....... .r. r�u - ..,�� - n=ID:bRvGRVJeQ37wfORk01 Rz z?mRu-DDzNN?6rdlQkO gX oH3tOoFJ=uC=C3e 9 9g ...- w P YIY4 -2-D-0 7-10-12 13-0-0 164Y0 2-0-0 I 7-10-12 I 6-1-4 3-0-0 3x4 = 3A 112x4 II Dead Load Dan. = 1/8 in 6 7 7 d P= 4 B II N i MT20HS= 7-10-12 15-1-0 1S11-0 I 2 o v� Plate Offsets (X Y) - 15:0-2-0 0-2-81 I6:0-2-D 0-0-8] 17:Edge 0.3B7 f8.030 0-0-01 I9:0312,0-0-41 f 10:0-1-8 0-1-87 f12D-2-3 0-D-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.13 11-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.2111-16 >891 180 MT20HS 187/143 BCLL 0.0 Rep Stress Inca YES WB 0.30 Horz(CT) -0.03 8 n/a n/a , BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight 891b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except' S2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=0-6-0 (min. 0-1-8),2=D-8-0 (min. 0-1-8) Max Horz2=367(LC 8) Max Uplift8=253(1-C 8), 2=232(1-C 8) Max Gmv8=704(LC 1), 2=867(LC 1) FORCES. (Ib) - Max CompJMax Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 23=1017/157, 3d=810/175 BOTCHORD 2-11=-368/820,10-11=3681820,9-10=146/452 WEBS 4-11=0/351, 4-10=813/369 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc pudins, except end ver0rals. BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing. WEBS 1 Row at midpt 4-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (&second gust) Vasd=124mph; TCDL=5.0psf, BODL=5.0psf, h=16fp Cat It; 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 nonconcurrem 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 rib) 8=253, 2=232. LOAD CASE(S) Standard P �605 � = . � -13 ; STA. (5 o mas Iniss Iype UW MWTawma Tacomai dilionalgr H4 jely HALF HIP 1 1 Job Reference (colonel) southern Truss. FL Pierce, FL, 34951 4x7 = 2x6. 11 2x4 II 5 6 7 i Dead Load D.P. =1/e in LOADING(psf) SPACING- 24)-D CSI. DEFL in (loc) 1/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.14 3-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.86 Vert(CT) . -0.22 3-12 >885 180 BCLL 0.0 Rep Stress Ina YES WB 0.41 Horz(CT) 0.08 8 We n/a BCDL 10.0 Code FBC2017JTP12014 Matrix -MS Weight: 108 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, exgpt T2: 2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.2'PxcepY BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B2: 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 Ne.3'Except' W1: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.2 -a 1-10-6 REACTIONS. (size) 8=D" (min. 0-1-8), 2-0-8-0 (min. 0-1-8) Max Horz2=317(LC 8) Max Uplift8=214(LC 5), 2=247(LC 8) Mai GmvB=686(LC 1), 2=887(LC 1) FORCES. -(lb) - Max. CompJMax Ten. -All fences 250 Qb) or lews ccept-whenshewn. TOP CHORD 3-20=339/0, 3-4=-1328f368, 4-5-�38f160, 7-8=25W6- BOT CHORD 3-12=-492/1142, 11-12= 493/i M,10-11=183/514, 9-10=154/484 WEBS 4-12=64/378, 4-11=736/358, 5-11=116/441, 5-10=598225 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=1611; 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 vraler 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 nonconcurrerd vdth any other live Toads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except rib) 8= \t4 z LOAD CASE(S) Standard f - P 605 � STA� F a� o nlss mss ype y MWTamma Tammafradilionalgr H5 HALF HIP 1 1 Job Reference o donal SouM m Tru55 • Ft. Pie=. FL, 34a51 I 4x8 = Dead Load Defl. = 114 in 3x4 0 2r4 II 6 7 ' 22-8-0 I 2-11-6 3-0-8 �V1-150.9 Plate Offsets (X,Y)- [2:0-2-8,0-1-3], [14:0-2-3 [2:D-3-8,Edge], [3:0-114,0-0-13], [3:0-1-9,0.2-12], [5:0.5-0,0.2-0], [6:0-2-0,0.0-8], [/:0-2-0,0-13], [8:0-3-0,0-0-0], [9:0-3-0,0-0-0], 112:644.0-2-01 0-0-8] LOADING(psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) Wall L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ven(LL) 0.29 12 >652 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.43 12 >444 180 MT20HS 1871143 BCLL 0.0. Rep Stress Incr YES WB 0.71 Horz(CT) 0.14 8 We n/a BCDL 10.0 Code FBC2017,TP12014 Matrix -MS Weight 95 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD T2: 2x4 SP No.2 BOT CHORD 2x4 SP N0.2'Except' BOT CHORD B2: 2x6 SP No.2, B3: 2x4 SP M 31, F2,134: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' WI: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.2-5 1-10-6 REACTIONS. (size) 8=0-8-0 (min. 0-"), 2=0.8-0 (min. 0-1-8) Max Hom2=267(LC 8) Max UpIMe 220(LC 5), 2=249(LC 8) Max GmvB=686(LC 1), 2=887(LC 1) FORCES.-- (lb) - Max CompJMax-Ten.- All forces -250 Qb)orlessexcept when shown. TOP CHORD 3-20=J3910, 34=1029/202, 4-5=9361245 BOT CHORD 3-12=274/840, 11-12=274/842, 10-11=277/856, 9-10=93/410 WEBS 571=681421, 5-00=7821278 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-3-12 oc bracing: 3-12. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3second gust) Vasd=124mph; TCDL=5.Opst BCDL=5.OpsF h=16f ; Cat 11; Exp C; End., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless othenvise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncon6rent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joinl(s) except Qt--lb)// 2=249. Vi S( // LOAD CASE(S) Standard P 605 `r 1 r= a nSTA'iF F/ r ��c�•�`ORI_ \\\` "l� o Mw NSa yDe y MWTamma I amma-vadiflwal- r H6 HFLF HIP GIRDER 1 2 Job Reference (optional)_ _ _ _ _ _ _ _ _ aoumem Trvss , FL Pierre, FL, 349a1 4x7 = 1x4 II Dead Load Deg. = 1116 In 3x5 = 2x6 II 5 27 6 28 29 7 8 2-8-0 4-94 7-0-0 11-13 13-0-0 153-0 16-0-0 2-8-0 .. 2-14 I 2-2-12 I 4-182'2'6 1-111 0 Plate Offsets MY}— 12:0-3-0 Edoel, r3:0-11-0 0-0-131 f3:0-1.9 D-2.12] 15:0-5-40-2-01 17:0-2-0 0-1-81 I8:0-3-0 D-141 111:0-1-8 0-D-81 rl4:0-1-8 0-2-01 f16:0-2-3,0-0.81 LOADING (psi) SPACING- 2-0-0 CS). DEFL in (loc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.11 3-14 >999 240 MT20 244/19D TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.16 3-14 >999 180 BCLL 0.0 Rep Stress Ina NO WE 0.37 Horz(CT) 0.08 9 Na n/a BCDL 10.0 Code FBC2017)TP12014 Matrix -MS Weight 197 lb FT=20Y LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD T2, 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' BOT CHORD 84,172: 2x4 SP No.3, B2: 2x6 SP No.2, 63: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except' W1: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.2-51-10-6 REACTIONS. (size) 2=0-8-0 (min. 0-1-8), 9=0-8-0 (min. 0-1-8) Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 1D.0-0 oc bracing. Max Horz2=217(LC 8) Max Upl'dt2=556(LC 8). 9=656(LC 5) Max Gmv2=1407(LC 1). 9=1523(LC 1) FORCES. Qb) - Max. CompJMax. Ten. -AD forces 250 Qb) or less except when shown. TOP -CHORD 3-22-663/M3,4=3558L1545, 4-5=267511190, 5-27=2140/951, 6-27=2140/951, 6-28=2140/951, 2829=2140/951-729=2140/951, 7-0=279/125, 8-9=529/200 BOT CHORD 7-10=828/471, 3-15=186/408, 3-14=1455/3115, 13-14=1463/3132,13-30=110812411, 1230=1108/2411,12-31=228/508, 3132=228/508,11-32=228/508, 9-10=125/279 WEBS 4-14=295/715, 4-13=9081443, 5-13=436/1008, 5-12=356/219, 6-12=623/390, 7-12=85811939 NOTES. 1) 2-ply truss to be connected togetherwith 10d (0.1317r3) nails as follows: Top chords connected as follows: 2x4 -1 now at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (S) face in the LOAD CASE(S) section. Ply to 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. \\\� p.N M' St�r///J� 4) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf,, BCDL=S.Opsf, h=16ft; Cat. II; Exp C; Encl., MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 7 - ' 6) A8 plates are MT20 plates unless otherwise Indicated. / P . ~605 = 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. / 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 559k - 9=656. 9) Hanger(s) or other connection device(s)shall be provided sufficient to support concentrated load(s)166 lb down and 192 tt7-0-0, $TA F 1221b down and 138 Ib up at 9-0-12, 1221b down and 138 lb up at 11-0-12, and 122 lb down and 138lb up at 13-0-12, down and 162 lb up at 14-D-12 on top chord, and 438 lb down and 2521b up at 7-0-0, 89Ib down and 37 lb up at 9-0-12, 89Ib 7.18�� up at 11-0-12. and 89lb down and 37.Ibvp at-13-0-12, and 91 lb down at 14-0-12 on bottom chord. The destgNseledion of , connection device(s) is the responsibility of others_ %'W,8 ,$€RS�gStanda d 4 7 4 Jobf I Nae riles Type MWTam a T.ditionabpr Ha HALF HIP GIRDER 1 2 Job Reference (optional) ----._...... .GRW001Rz9�?.m,.,RuZc-V.0mw—M.64.1wa37WfOR1',6inWaOam�rvP.NySo.fydxmauAmls9.za yjiyw LOAD CASE(5) Standard - - - 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - Vert 1-3=70, 3-5=70, 5-8=70,15-21=20, 3-11=20, 9-10=20 Concentrated Loads pb) Vert 5=114(B) 13=438(B) 6=-114(B) 12=87(13) 27=114(B) 28=-114(B) 29=134(B) 30=87(B) 31=87(B) 32=67(B) z�\�i V\GENgF��i 7 ♦ i /- P 605 i o r1155 alas ype y MW Tacoma Tacoma-o-adrooneFgr HB MONOPRCH GIRDER 1 2 Job Reference (optional SwZhem Toss, Ft Pierce, FL, N951 Run: 8.310. Jul 27 2019 Print 0.310 s Jul Z72019 Mliek Indusaies, Inn Tue Au@ 27 08:47:00 2019 Pagel ID:fzRvGRVJa037wfORkOI Rzgz?mRu-6_CuDM9MhXwAtR_IFV1 rvo;MmkB0P5pgnOCPyjiyV -2-0-0 5-5-8 10-0-8 15-7-0 2-0.0 I 5.5-8 411-0 1 5-2-8 tx 2x4 II 6 Dead Lead DA. =1/8 in 3xa= 2x611 Bx = --- 5-5-H 10-4-8 iS7-0 5-5-8 411-0 5-2A 3x4 = Plate Offsets (X,Y)- f3:0-1-4 0-1-81 15:0-1-4 0.1-81, [7:D-1.12 0-4-41 18:0-3-8,0-4-121 19:0-" 0.1-01 110:0-2-3 0-0-81 LOADING(psf) SPACING- 241-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TO 0.35 Vert(LL) 0.14 8-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.23 8-9 >776 180 BCLL 0.0 Rep Stress Inca NO WB 0.72 Hom(CT) 0.03 7 n/a rda BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 2341b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 ' WEBS 2x4 SP No.3 *Except* BOT CHORD W6,W5: 2x6 SP No.2, W3:2x4 SP No.2 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. 0-1-8),7=0-3-0 (min. 0-2-11) Max Horz2=425(LC 8) Max UpIN 2=1198(LC 8), 7=2337(LC B) Max Grev2=3607(LC 1), 7=6488(LC 1) FORCES. (ib) - Max. CompJMaz. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=7739/2556, 3-4 -4672/1480, 4-5=-4622/1496 BOT CHORD 2-9=2579/6B47, 9-15=2579/6847, 15-16=2579/6847, 8-16=2579/6847, FIA7=1519/4134, 17-18=1519/4134, 7-18=1519/4134 WEBS- 3-9- 879/2558,.3-8=3091/1208, 5-8=2085/6067, 5-7=6010/2209 Structural wood sheathing directly applied or 4-3-11 oc pudins, except and verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 6-7, 5-7 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 °x3°) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 tows staggered at 030 oc. Webs connected as follows: 2X6 - 2 rows staggered at 0-9-0 oc, 2x4.1 raw at 0-9-0 oc. 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 (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh, BCDL=5.Opsf; h=16f1; Cat 11; Exp C; Enci., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed far 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 lb uplift at joints) except (jt=1b) 2�-�'\9S; 7=2337. '\ p 7) Hanger(s) or other connection deAcne(s) shall be provided sufficient to support concentrated load(s) 3041 lb down and 11541 7=0 1433 lb down and 499 lb up at 9-0-12, 1433 lb down end 496 lb up at 11-0-12, and 1408 lb down and 4881b up at 13-0-12,Sn ( down and 420 lb up at 15-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of plllers. i LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 11-6=70, 2-7=20 Concentrated Loads (lb) Vert 7=1258(F)15=3041(F)16=1433(F)17=1433(F) 18=1408(17) ^STATE F / i0�� ORI /ass `NAL'ENG?G/ �N I Job ss Truss I ype PIFMW Tamma Taw-vadWonal,, Ji jQty Jadc-0pen 20 t Job Reference (optional) 1 LOADING(ps1) SPACING- 2-0-0 CS'. DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.00 9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.26 BC 0.06 Vert(CT) 0.00 9 >999 180 BCLL 0.0 Rep Stress Ina YES. WB 0.00 Horz(CT) -0.00 4 Na nfa BCDL 10.0 Code FBC2017A-PI: Matrix -MP Weight: 10lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1 D-D-D oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0 (min. 0-1-8), 4=Mechanical Max Horz2-66(LC 8) - Max Uplift3=39(LC 1), 2=153(LC 8), 4=68(LC 1) Max Gmv3=34(LC 4), 2=34D(LC 1), 4-50(LC 4) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCOL=5.0pst h=16ft; Cat. II; Fxp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber 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 nonconcurrenfwith 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 100 lb uplift stjoint(s) 3, 4 except (jt=1b) 2=153. LOAD CASE(S) Standard /- P - 605 }r�= ;'�' o russ russ ype y MW Tamma Tamma-traditional-gr JiA Jadc-0 2 1 Job Reference o tional - IRfrRvGRVJa037Wf0Rk01RzgzlmRu-2NKee28dO6Au617hNdJJ_D2 17dKf58NGeG yj'ryt' 2x4 = 3 LOADING(pso SPACING- %0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.00 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 HDM(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight 3lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 1-0-0 except at --length) 2=Mechanical. (lb)- Max Horz1=25(LC8) Max Uplift All uplift 100 lb or less at joint(s) 2,3 Max Grev All reactions 250lb or less atjoim(s) 1, 2, 3, 1 FORCES. (lb) - Max. CompJMax Ten. - All forces 250 pb) or lass except when shown. NOTES. 1) Wind: ASCE 7-10; Vuft--160mph (3-second gust) Vasd=124mph; TCDL=5.0psf, BCDL=5.Opsh h=16R Cat. II; Ex p C; Encl., 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 nonconcurrent 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 atjoint(s) 2, 3. LOAD CASE(S) Standard i P " 605 � ^ST. F / _.: , Job Mae Was iype y MW Tamma Tamma-tradiWrmlF r J2 Jack -Open 2 i Job Reference (optional) wumem nuss, r, new ... oaea� 1 EM .: o.mu9 +., , v,. nnc ealu. .,<, zuln run.Rmousmes, nC ue. zr m:4ru«my A. ID:IzRvGRVJaQ37wrORkOlPz*?mRo-2NKee2BCD8Au6l7hNv3J_D S47cLf58NGBGW Aiyt Plate Offsets KY)— f 1:0-1-4 Edge7 LOADING(psf) SPACING- 2-0-0 CSI, DEFL in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(-L) -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 Incr YES WB 0.00 Horz(CT) -0.00 2 n/a nla BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 8lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 1=0-8-0 (min. 0-1-8), 2=Mechanical, 3=Mechanical Max Horz 1=81(LC 8) Max Upliftl=37(LC 8), 2=69(LC 8), 3=1.1(LC 8) Max Gmvl=107(LC 13), 2=79(LC 13), 3=44(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-4-0 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.Opsf; h=16ft; Cat. 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 nonconcurrent 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 atjoint(s)1, 2, 3. LOAD CASE(S) Standard :Wit- �j � I J. P , . 605 � G ^STA F Job russ I was I ype Uly ely MWTamma Tacoma-traditional-gr J?A Jack -Open 1 1 Job Reference (optional) 1 ID:fzRvORVJaQ37wfORkOlRzgz?mRu-WLulrOBE-SIIkvbdbYWQWWx7OYOXVo?4pkyjrys -2-0-0 i 2-6-2 2-0-0 21r2 '2 I Plate Offsets (X Y)— f5:0-2-3.0-0-81 LOADING (Pat) SPACING- 2-o-b CS]. DEFL. in (loc) 1/defi L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.05 4 >544 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(C-0 0.O6 4 >485 180 BCLL 0.0 Rep SVess Ina YES WB 0.00 Horz(CT) -0.01 3 nfa n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight 141b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=10lechanical, 2=0-1-8 (min. 0-1-8) Max Horz2=102(LC 8) Max UpltIQ=-46(LC 1).2=151(LC 8) Max Grav3=61(LC 4), 2=412(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wmd: ASCE 7-10; VulrldOmph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf, h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer -to girder(s) for trusstotruss connections. 4) Provide mechanical connection (by others) of truss to bearing plate atjoint(s)2. 5) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoird(s) 3 except at --lb) 2=151. LOAD CASE(S) Standard \o\\l 11 B////// T:• � '- 6. o N55 mss ype MW Ternma Tawma-tratlitionalgr J28 Jack-0pen 7 1 Job Reference o tional _ soumem i russ, ry rierw, rL...w D i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d TOLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 4 >573 240 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.06 4 >515 180 BCLL - 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=1VIechanical, 2=0-1-B (min. 0.1-8) Max Horz2=102(LC 8) Max Uplifl3=46(LC 1), 2=151(LC 8) Max Gmv3=61(LC 4), 2=412(LC 1) FORCES. IN) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight 11 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc puriins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; 8CDL=5.0psf; h=16f; 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 nonconcument 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 atjoint(s) 2. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except (It=lb) 2=151. LOAD CASE(S) Standard P 6-05 ` STAT F io`. c8 -. /4i o Nss may ype y MW Tacoma Taw=a difcna4r J3 Jadc-O en 13 1 Job Reference (optional) 1 wra er ID:fzRvGRVJa037wFORkOIRzgz?mRu-_ISP3kCsImOcL3H4UK6n e7kUwlz77drama gjSld yjiyr -2-0-0 2-0-0 3-M 6 Plate Offsets KY>— (2:0-6-4,0-0-1 O1. r5:0-2.3,0-0-81 LOADING(psf) SPACING. 240-0 CSI. DEFL in (loc) VdefI Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.00 4-9 >999 240 MT20 2"1190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.01 4-9 >999 180 BCLL 0.0 Rep Stress Ina YES we 0.00 Hom(CT) 0.00 2 nfa n!a BCDL 10.0 Code FBC201711P12014 Matrix -MP Weight 16 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=D-8-O (min. 0-1-8),4—Mechanical - Max Horz2=114(LC 8) Max Uplifl3=47(LC 8), 2=-114(LC 8) Max Grav3=64(LC 1), 2=328(LC 1), 4=45(LC 3) I FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsQ BCDL=5.Opsf; h=161t; 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 psfbottom chord live load nonconcunent 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 100 lb uplift at joint(s) 3 except Qt=1b) 2=114. LOAD CASE(S) Standard _.t111111111'. Job russ ruse I ype Qty My MWTacoma Tacoma-Vadiflonalgr J3A Jack-0pen 1 1 I .lob Reference o 8onal 1-o-0 W M r.an � Plate Offsets (X Y)— 12:0-3-0 Edoel f6:0-2-3 0-0-81 LOADING(psf) SPACING- 24)-0 CSI. DEFL in Qoc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.51 Ved(LL) 0.01 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.57 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 Rep Stress Inor YES WB TIM Hoa(CT) -0.04 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight 16 lb FT = 20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP ND.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-6-0 (min. 0-1-8) Max Hoa5--114(LC 8) Max Upl8113=19(LC 8), 4=146(LC 1), 5=199(LC 8) Max Grev3=23(LC 4), 4=68(LC 8), 5=570(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind:,ASCE 7-10; VuIr160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; 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 for a 10.0 psf bottom chord live load nonconcumerd with any other live loads. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of bliss to beadng plate capable of withstanding 100lb uplift atjoint(s) 3 except Qrib) 4=146, 5=199. LOAD CASE(S) Standard P 605 ni f �STA Fl \ o;St 4 Job Truss mss Type y MWTaoxna Tammy dl8onel-gr J31) Jack-0pen 5 1 Job Reference (optional) Southern Truss , FL Pieme, FL, 34951 _ - 0-&0 Run:8.310s JW272019Pnnt8.310sJu1272019M(7eklndusaie;Inn Tue Au92708:47062019 Pagel IDd2RVGRVJaQ37wfORkOl Rzgz.7mRu-x8a9UQE7HNgJbMRScI8F83c4_kuSbvC2BmEkQ3yjiwP Plate Offsets (XY)- f2:0-1-4,Edgel, f8:0-2-3,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.02 5 >999 180 BCLL 0.0 Rep.Stress Inv YES WB 0.06 Horz(C) -0.02 4 nfa n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MP Weight 17 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=10echanical, 7=0-8-0 (min. 0-1-8) Max Horz7=114(LC 8) Max Uplift4=194(LC 17), 7=176(LC 24) Max Grav4=215(LC 20), 7=499(LC 17) FORCES. (Ib) - Max CompJMax Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purins. 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; TCDL=5.Opsf, BCDL=5.Opsf, h=1611; Cat II; Exp C; End., GCpi=O.l B; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Ali plates are MT20-plates unless otherwise indicated. 3) This buss has been designed for a 10.0 psf bottom chord live load nonconcument 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 atjoint(s) except Ot=-lb) 4-194, 7=176. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 67 lb up at 2-11-4 on top chord, and 81 lb down and 76 lb up at 3-0-0 on bottom chord. The design/selection of such connection devlcs(s) is the responsibility of others. 7) In the LOAD GASES) section, loads applied to the face of the buss are noted as from (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase--1.25, Plate Increase-1.25 Uniform Loads (pit) Vert 1-4=70, 5-10=-20 Concentrated Loads (Ib) Vert 4=19(17) 5=27(F) M E3 i P.. y605::.�, NG\\\\N Job Imss Inuss lype QtY Ply MWTamma Temma-traditionAgr J3T JACK-0PEN 2 1 Job Reference o 'onal •.vu. wu�uo uwc.-.u.o.w.iu.u,ucuwc. cu,anu. cnn�uucwcq .ur .ucnuY uu.�,.u,—u 'nc - ID:fz3tvGRVJaQ37vAORk01Rz9z7"mRu-PKBXhmFl2hpACWOeATfU' GYlg eJWKMN7QQzHy'yjiyo -2-0-0-0-0 1 0-0-0 2-B-0 3-0-0 ' - 22-e-0 2-8-0 3-0-0 J.1M I nvr Plate Offsets (X,Y)- 12:0-6-4,0-0-101 13:0-3-00-1-131 17:0-2-3,040-BI LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.00 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 6 >999 iB0 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) 0.00 5 Na Na BCDL 10.0 Code FBC2017[TP12014 Matrix -MR Weight 17lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No2 *Except* 62: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (sae) 4-Mechanical, 2=0-8-0 (min. 0-1-8), 5=Mechanical Max Horz2=114(LC 8) Max Uplifl4=23(LC 8). 2=114(LC 8), 5=11(LC 8) Max Grav4=47(LC 13), 2=328(LC 1). 5=44(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 be pudins. BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=161k Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 , 2) All plates are Mf20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psfbo8om 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 truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 4, 5 except Qrlb) 2=114. LOAD CASE(S) Standard Ig NA,S l9ORI _ -- e, Job Iruss Inuss lype Lay Fly MWTacoma Tamma-tradltione4gr M Monopft a 1 h Job Reference o llonal aomnem i rvss , r� riervn, rc., .»� � 3 4-10-0 41l}8 41n.0 Plate Offsets (X,Y)— f2:0-3-4,Edge1. 15:0-2-3,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 4-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.05 4-9 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 HXz(CT) 0.00 2 Na nda BCDL 10.0 Code FBC2017lTP12014 Matrix -MP Weight 25 to 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) 4=D-1-8 (min. D-1-e), 2=0-M (min. 0-1-8) Max Horz2=159(LC 8) Max UPIM4=84(LC 8). 2=119(LC 8) Max Grav4-181(LC 1), 2=389(LC 1) FORCES. (lb) - Max. CompJMax Ten. - All foroes 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or410.8 oc puriins, except end verticals. 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; TCDL=S.Opsf; BCDL=5.OpsF h=16R, 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 chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except (It --lb) 2--119. LOAD CASE(S) Standard /. P ^605 //0 ��s Job I mss I Mae I ype y MWTamma Temma-bad'¢ional-gr AA Half Hip GiNer 1 1 Jab Reference (optional) SoUtem Truss, FL Pierce, FL, 34951 s Jul2]2019 M7ek Industries, Inc Tue Augg2708:47:08201g Pagel Rzgz7mRu-tvJhwv6FNo "x1 ggbrjAAjDU IOjXa33mre4jrUxyjiyn 3 42x4 II 3-0-0 i 410.0 4-10-e 3-0-0 1-70-0 Plate Offsets (X,Y)- f2:0-".Edge1 17:0-2-3.0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.13 6-11 >441 240 M720 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.43 Vart(CT) 0.12 6-11 >474 180 BCLL 0.0 Rep Stress Inv NO WB 0.05 Horz(CT) 0.00 2 n/a n1a BCDL 10.0 Code FBC2017TFP12014 Matrix -MP Weight: 25lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD GOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-1-8 (min. 0-1-8), 2=0-8-0 (min. 0-1-8) Max Horz2=117(LC 8) Max Upli05 211(LC 17), 2=170(LC 8) 'Max Gmv5=266(LC 26), 2=385(LC 28) FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-10-8 oc puriins, except and verticals. Rigid ceiling directly applied or 6-0-0 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; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate dminage to prevent water.ponding. 3) A11 plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) S. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it -lb) 5=211, 2=170. 7) Hanger(s) or other connection device(s) shag be provided sufficient to support concentrated load(s) 206 lb down and 227 lb up at 3-0-0 on top chord, and 213 Ib down and 373 Ib up at 3-0-0 on bottom 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 (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Incease=1.25 Uniform Loads (plo Vert 1-3=70, 3-4=70, 5-9=20 Concentrated Loads Qb) Vert 3=100(F) 6=164(F) j . P 605 � f= N t STA'f F Job Inuss I Wss I ype y MWTacoma Tacoma-traditlonabar AB Half Hip Girder 1 1 Job Reference o tonal southern l NA, K Vrii., rL, J4epl rtun: a.elus oul<, zum'K i%sdwa <uro mu ee muusmes, m� ue u • -ye, ID:fzRVGRVJaO37wfORkO1Rz9z?mRu-LjF16RG?ZI3uSgAlHuhymhq TmVoFPP§SG1Oy/tym W2-0-0 3-" 44-0 3-0-0 I 1-4-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 3 42x4 II P= SPACING- 2-0-0 CSL DEFL in (loc) I/de8 Lid PLATES GRIP Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.OS 6-11 >996 240 MT20 244/190 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 6-11 >798 180 Rep Stress ]nor NO WB 0.03 Horz(CT) 0.00 2 n/a Na . Code FBC2017ITP12014 Matrix -MP Weight 24 lb FT,=20% BRACING. TOP CHORD Structural wood sheathing directly applied or 4-4-0 cc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-8-0 (min. 0-1-8).2=0-8-0 (min. 0-1-8) Max Ho¢2=117(LC 8) Max Upl"Ift5=79(1-C 5), 2=140(LC 8) Max Gmv5=220(LC 38), 2=359(LC 1) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 Qb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Volt=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=S.Opsf; h=16f5 CaL II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60plate-gifpDOL=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 nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 5 except (it --lb) 2=140. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)190 lb down and -119lb up at 3-0-0 on top chord, and 107 It, down and 87 Ito up at 3-0-0 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 (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 13=-70, 34=70, 5-9=20 Concentrated Loads (lb) Vert 6=40(B) .. . - -- -.. -. . - Sas .=_5 bA Bl /Z/ p aol ��—A 0 STAIF F N' Rj�A/�� f� c N5a rus5 ype y MWTamma Ta=nab di Dnal-gr JS Jack -Open 8 1 Job Reference c tional I 1 AID:fzRvGRVJa437wfORkOlRzgz?mRu-pvpgJnHdKcBl3_kDrhDBJv�Jm_LJSX7Z6NfyZgyjiyi " 5-D-0 5-D-0 Plate Offsets MY)— (2'0-3-4 Edgel 16:0-2-0 0-D-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 4-9 >999 240 MT20 2441190 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 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 22 to FT= 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directiy.applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 - REACTIONS. (shin) 3=1VIechanical, 2=048-0 (min. 0-1-8). 4--Mechanical Max Horz2=165(LC 8) - Max UpI183=96(LC 8), 2=120(LC 8) Max Gmv3=137(LC 1), 2=397(LC 1), 4=89(LC 3) FORCES. (lb) - Malt Comp./Max" Ten. -All farces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psF, h=16ft; Cat 11; Exp C; Encl., 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 fora 10.0:psf bottom chord live-loadnommnmmentwiti •arry-0ther-live4oads, 4) Refer to girder(s) 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) 3 except (jrlb) 2=120. LOAD CASE(S) Standard 0 ;. P 60b (- A-- STQATE Fl - _ - - gk Job Truss Inuss lype Uty My MWTamma Tacoma-traditioni JSG Jack O; en Girder 2 1 Job Reference (optional) ,SDuMem Truss , Ft PI¢Re, YL, 39951 I(un: e31U3 Jm2r Zulu Pnnt U.3105JVi Zr ZOIg MIIexlndUMea,InC ue Aug Z1M:4r:lOZ018 Pagel I D:fzRvu`RVJaQ37wfORkO1 Rzgz7mRu-pvpgJnHdKcBl3_kDd1DBJvNdKLBHXi7Z6NCyZgyjiyl Dead Load Defl. =1I16 in 3x7 = 5-0-0 5-0-0 Plate Offsets (X Y)— I1:0-7-0,0-0-61 LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vart(LL) -0.19 3-6 >312 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.32 3-6 >187 180 BCLL 0.0 Rep Stress Ina NO WS 0.00 Horz(CT) 0.01 2 We rue BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight 16 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-O oc purling. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. REACTIONS. (size) 1=0-B-0 (min. 0-1-8), 2=Mechanical, 3=Mechanical - Max Hum 1=124(LC 8) Max Upliftl=272(1-C 8), 2=147(LC 8). 3=290(LC 8) Max Gmvl=608(LC 28), 2=215(LC 28), 3=712(LG 28) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-1P Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf, h=%ft; 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 chord live load nonconcurrent with any other live loads. 4):Referto girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)1=272, 27-147, 3=290. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 830 lb dawn and 426 lb up at 2-4-12, and 556 It, down and 1521b up at 4-4-12 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 (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Inctease=1.25, Plate Increase=1.25 Un'donn Loads (plf) Vert 1-2=70, 3.4=20 Concentrated Loads (to) Vert 7=337(F) 8=556(F) P , 605 .. i r-• Job Twss I mas I ype y MW Tamma Tammatradidonalg J5T JACK-0PEN 2 1 Job Reference o 5onal 1 Plate Offsets (X Y)- f2:034 Edoe7 13:0312 0-1-131 17:0-2-3.0-0-81 LOADING(psf) SPACING- 243-0 CSI. DEFL in (foe) I(deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.06 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.08 6 >758 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 5 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix -MR - Weight 241b FT=2D% LUMBER - TOP CHORD 2x4 SP No.2 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. 0-1-8), 6--Mechanical Max Horz2=165(LC 8) Max Upl[U4 73(LC 8), 2=12(l 8), 5=16(LC 8) Max Grav4=117(LC 1). 2=398(LC 1). 5=88(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when she= BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult--160mph (3sec end gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf, h=1 it Cat II; Ecp C; Encl., GCp1r-0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2)AII plates are-MT20.plates unleas-0therwise-indicated. 3)7his truss has been designed for a 10.0psf 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 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except at --lb) 2=120. LOAD CASE(S) Standard N M BLS/�i /- P 605 ` STATTtQF 9 Job I Ns5 I was I ypa Ply MWTacoma Tacoma4radifional-gr J6 jQty MONOPITCH 5 1 Job Reference (optional)' LOlRzgz7mtlmmoumRmeuWKa9xeuiY..'"'TLaomem lmss,tL HeCe, rL, Kn:a.J6a1L/VUIOOmuIID&,GRJewOTIsDJHcyOF Ss.sZhhr2aryliyj 2x4 II 3 2x4 II Dead Lead Deb. =1116 in Plate Offsets (X Y)- 15:0-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CS]. DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 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 >586 180 BCLL r 0.0 Rep Stress Ina YES WB 0.00 HOrz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix -MP Weight 29 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. (size) 4=0-M (min. 0-1-8), 2=0-8-0 (min. 0-1-8) Max Horz2=250(LC 8) Max UpIA4=-190(LC B), 2=172(1C 8) Max Grav4=286(LC 13), 2=434(LC 1) - FORCES. Qb) - Mac Comp./Max. Ten. - All forces 250 (Ib) or less except when shown Structural wood.sheathing directly applied or M-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=5.Opsf; BCDL=S.Opsf, h=16fh Cat It; 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 atherwiseirn icated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 4=190, 2=172. LOAD CASE(S) Standard Job Truss russ ype y MWTamma Tamms-0 ddional- r J] Jack -Open 34 1 Job Reference (optional)_ -JOYP..... 11 11W.. ".—w 1 ID:(zRvGRVJaQ37wfORkOI Rzgz2mRu-EUVpypJWdXZKwRToWIjmuw)�7BaVFJk3s7oLQrAayiiyi -2-0-0 7-M ' 2-0-0 7.0-0 7-0-0 7-0-0 Dead Load Defl. = 118 in Plate Offsets (X Y)— t2'0-6-4 0-0-107 (5'0-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/deb Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.13 4-9 >634 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.24 4-9 >348 180 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL ' 10.0 Code FBC2017/TPI2014 Matrix -MP Weight 28 lb 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=Mechanical Max Horz2=215(LC 8) Max Uplfft3=143(LC 8), 2=133(LC 8) Max Grav3=204(LC 1), 2=478(LC 1), 4=131(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 no puriins. BOT 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.Opsf; BCDL=5.OpsF, h=16R, 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)-Thistrusstras-beewdesigned for a-10:O.psf bottom chord live load-nonconcurtent with any other live loads. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connectlon (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jrlb) 3=143. 2=133. LOAD CASE(S) Standard STAIF F�\ E6 Job Jruss Inuss lype y MWTamma Tacoma-Vadtonalgr J7r JACK -OPEN 4 7 Job Reference o tional southern Truss, FL Pierce, FL, 34951 , . Run: 8.310 s JVI27 2D19 Print 9.370 s Jul 27 2019 MRek Intlusides, Ire Tue Aug 27 08:47:14 2019 Page 1 ID..t RvGRVJaQ37wfORkO1 Rzgz?mRo-ig3B99KeOghBYb2?4RH7T[YLFyZTT W 691?A9ibyj'lyh -2-0-0 2-8-0 7-0-02-0.0 —1 4-4-0 1 I T28-0 7-0-0 2- Dead Load Def. = 3/76 in Plate Offsets (X,Y)- r2:0-6-4,D-0-101, 13:0-6-0,0-2-11. 17:0-2-3,0.0.81 LOADING(psf) SPACING- 24-0 CSI. DEFL. in (loc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.21 3-5 >395 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.30 3-5 >274 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Hom(CT) 0.16 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR - Weight 30 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2'Except'- B2:2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4--Mechanical, 2=0-8-0 (min. 0-1-8), 5-Mechanical Max Horz2=215(LC 8) Max Uplift4=119(LC 8). 2=132(1-C 8), 5=17(LC 8) Max Gmv4=184(LC 1), 2=480(LC 1), 5=129(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf, BCDL=5.0pst, h=16ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2)All -plates -are-MT20-platesmnless otherwise indicated. 3) This truss has been designed for a 10:0 psi bottom chord live load nonconcunent with any other rive 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 100 It, uplift atjoint(s) 5 except Qt=11b) 4=119. 2=132. LOAD CASE(S) Standard \�ow M1 Bt ///�// \�Ql% '.\GENS� P .. ,05 i 0� STAIF F p i O `V Job truss i runs I ype MY M Tacoma Tacoma-iradixonal9r K1 JLZY mompft h 3 1 Job Reference o tional a:arw Baia ragas 241D-ID.izRvGRVJaO37wfORk0lRzgzRu4g3B99KBOghBYti274RH OKydmTN5917A9,tgiyh 2- _ I 12-4-0 G3A I 6-0-8 -� 2x4 II 6.00112 5 1 1, LOADING(psf) SPACING- 24)-0 CSI. DEFL in (loc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.04 7-12 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.08 7-12 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.58 HOrz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS 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. (s¢e) 2=0-8-0 (min. 0-1-8), 6=Mechanical Max Horz2=346(LC 8) Max Uplifl2=174(LC 8), 6=253(LC 8) Max Grav2=705(1-C 1), 6=536(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=757/81 BOT CHORD 2-7=288/608, 6-7=288/608 WEBS 3-7=0/281, 3-6=677/321 PLATES GRIP MT20 2441190 Weight 68 lb FT=20% Structural wood sheathing directly applied or B-0-0 oc pudins, except end vertices. Rigid ceiling directly applied or 10-0-0 oc bracing. --NOTES- 1) Wind: ASCE 7-10; Vdit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf,-BCDL=5:Opsf, tr=161q Cat II; Fxp D; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless othervvise indicated. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent 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 100 lb uplift atjoint(s) except tit --lb) 2=174. 6=253. LOAD CASE(S) Standard o rus5 Imss lype Piy MW Tacoma Tammai di6on*gr K2 Monopitch 7 1 Job Reference o ticnel �aumem.� wss, rL Piece, ,,. acacr 3 17 3x4 = 2x4 II 4 5 638 124-0 I n in I i Plate Offsets (XY)— 14:0-2-0 0-&el I5:0-2-0 0-1-01 18:0-2-3 0-0-81 LOAOING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.04 7-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0A1 Vert(CT) -0.08 7-12 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.56 Horz(CT) 0.01 6 Na n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight 66 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. (size) 2=0-8-0 (min. 0-1.8), 6=Mechanical Max Horz2=300(LC 8) Max Uplifl2=193(1-C 8), 8=-201(LC 8) Max Grav2=705(LC 1), 6=536(LC 1) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=755/119 BOT CHORD 2-7=275/606, 6-7=275/606 WEBS 3-7=0/279, 3-6=-661(300 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verOmis. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIr160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psF h=16ft; Cat 11; Exp 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 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 100 lb uplift at joint(s) except at --lb) 2=193. 6=201. LOAD CASE(S) Standard �?GENg4S' i P• 605 .• \ _ -D r �STA F Jou Iruss iruss lype LAY MWTamma Tacoma-haditlmal-gr K4 JMY Haff Hip t 1 I Job Reference (optional) 3 ID:fzRvGRVJaQ37wfORkOIRzgz?mRu-e3A a'rgC;wSxvnvCNBSTNYXgSgPIXLiRUJfGm6y)iyf -2-0-0 8-4-0 12300 2-0-0 I BA-0 I 4-0-0 , 6ik16 9 &-0-0 12-4-0 2x4Dpad Load Dell. = 3116 in 4 Plate Offsets KY} 12:0-1-0;Edee1 [3:0-6-0,0-2-8]17:0-2-3 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in Qoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.19 6-11 >778 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.32 &11 >454 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.01 5 r/a n/a BCDL 10.0 Code FSC2017riP12014 Matrix -MS Weight 64 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. (size) 2=0-8-0 (min. 0-1-8), 5--Mechanical Max: Hom2=250(LC 8) Max Uplifl2=203(LC 8), 5=166(LC 5) Max Grav2=705(LC 1), 5=536(LC 1) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=591/86 BOT CHORD 2-6=1541420, 5-6=154/427 WEBS 3-6=0/340, 3-5=635/233 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 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=5.Opst BCDL=5.OpsF, h=1 Sit; CaL 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 buss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 Ib uplift atjoint(s) except rib) 2=203, - 5=166. LOAD CASE(S) Standard N LPN M`B��r/Z�i� J. P 605 � 70 Job Iruss Imes lype Uly Fly M Tamma Tamma-0edrfiwa4gr K5 Roof Special 1 1 I I Job Reference o 8onal a,uu=,n i,uss, rL ce. r.., .,-,__, - ID.h RvGRVJaQ3Ii ORkOIRZ' z7i F uc3AUA'DwSxvnvCNBs WXaJ'D'XODRUJfG0yjiyf -2-D-0 64-D 1 D-4-O 12-0-0 2-0-0 6-4-0 4-D-0 I 2-0-D 2x4 II 5 LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2- Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/rP12014 CSI. TC 0.49 BC 0.43 NB 0.15 Matrix -MS DEFL in Vert(LL) 0.06 Vert(CT) -0.10 Horz(CT) 0.01 (Ioc) Vdetl Ud 7-12 >999 240 7-12 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight 67lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc pudins, except GOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0 (min. D-1-8), O=Mechanical Max Horz2=246(LC 8) Max Uplift2=216(LC 8), 6=211(LC 8) Max Grav2=705(LC 1), 6=536(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ih) or less except when shown. TOP CHORD 2-3=7161149, 3-4=-554/185 BOTCHORD 2-7=237/557,6-7=1131262 WEBS 4-7=153/380,4-6=517/231 , NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.Opst h=16R, Cat II; Exp C, End., 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 load nonconcunent 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 rib) 2=216, 6=211. LOAD CASE(S) Standard fl�l B/ i i' P 1605n S-A7rj1F 9 ice° \�ORID4�, E G\ \\ JI ion inuss ely MWTamma Tacoma-haEi6onabgr K6 jUty Roof apedal 1 1 Job Reference (ootionall 2x4 II Desd Load Deft. a 118 in LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 21 Plate Grip DOL .25 Lumber DOL 1.25 Rep Stress Ina .YES Code FBC20171 PI2014 CSI. TC 0.33 BC 0.50 WB 0.32 Matrix -MS DEFL in Vert(LL) -0.09 Vert(CT) -0.19 Horz(CT) 0.01 (too) I/defl L/d 7-12 >999 240 7-12 ->768 180 6 We n/a PLATES GRIP . MT20 2441190 .Weight 66 Ito FT=20 LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. OTHERS 2x4 SP No.3 - REACTIONS. (size) 2=0-8-0 (min. 0-1-6), 6=Mechanical Max Ho22=246(LC 8) Max UpIW2 216(LC 8), 6=211(LC 8) Max Gmv2=705(LC 1), 6=536(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-0=758/207, 3-0=6951130 BOT CHORD 2-7=314/640, 6-7=226/688 WEBS 4-6=784/254 -NOTES 1) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.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 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 load nonconcumard with any other live loads. 5) Refer to girder(s) for thus to truss connections. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 1001b uplift atjoint(s) except (ft-lb) 2=216, 6=211. LOAD CASE(S) Standard � P 605• � r• STA 4 JOD ruse MSe lype y Mw Tacoma Tacoma4radNonalgr K7 Roof Special Gider 1 1 Job Reference (optional) rvse. EL ri.—, FL...wam rtYn: e.mu s rim Ll 2Ul8 YMC a310 6 Ju1212U19 MJ eK IndYsinee, Inc Tue M9 2➢ 08:4Y:/8 2019 Pagel IO:fzRvGRVJaQ37wfORkOl Rzgz?mRu-a51i? WNeS3Bcl DMmJHM3dbi31ZybP6Qkyd8NrMyjiyd -2-0-0 24-0 6<-0 124-0 230 2-4-0 I 4-0-0 640.0 ii 2Z 6-4-0 12-4-0 T__ 1 4 -0 &U-0 D eA Load Dell. = 1/16 in Plate Offsets _(X Y) - j3:0-5-4 0-2-01 f4:0-2.0 0-2A1 f9:0-2-3 0.0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.06 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.13 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horc(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight 67 Ito 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. (size) 6=Mechanical, 2=0-8-0 (min. 0-1-8) Max Hom2=246(LC 8) Max UplifM=247(1-C 8), 2=288(LC 8) Max Gmv6=520(LC 1). 2-697(LC 28) FORCES. (to) - Max Comp./Max Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3=1040/374, 3-14=1356/465, 14-15=1356/465, 4-15=1356/465 BOT CHORD 2-8=496/877, 8-16=-499/889, 16-17=499/889, 7-17=499/889, 6-7=-621/1337 WEBS 3-7=226/817,4-6=-13381618 Structural wood sheathing directly applied or 4-10-11 oc purling, except end verticals. Rigid ceiling directly applied or 7.5-11 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf, BCDL=5.Dpsf; h=1611; Cat II; Exp C; End., 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 Pat bottom chord live load nonconcurtent 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 Ito uplift at joint(s) except Gt-lb) 6=247, 2=288. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)170 It, down and 168 lb up at 2-4-0, and 67 lb down and 69 It, up at 3-1-13, and 67 lb down and 69 to up at 5-0-5 on top chord, and 102 lb down and 138It, up at 24-0. and 24 to down and 23 lb up at 3-1-13, and 24 lb down and 23 to 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 back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 13--70, 3-0=70, 4-5=-70, 6-11=20 Concentrated Loads (lb) Ver£ 3--71(F) 8=68(F)16=16(1`)17=16(1`) �l--R►(- A ` STA7F�yF ` iOc �3 Job was cuss lype QVI Fly MW Tamura Tamma-tradNonelyr L7 Monopkh 2 1 Job Reference (optional) poumem � toss, r� Tierce, r�., saaah 1: 2x4 11 4 ......3X — Plate Offsets MY)— 17:0-23 0-0-81 LOADING lost) SPACING- 2-0-0 - CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.01 6-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 6-11 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.16 Horz(CT) 0.00 5 rda We BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight 47lb 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. (size) 2=0-8-0 (min. 0-1-8), 5=0-8-0 (min. 0-1-8) Max Horz2=246(LC 8) Max Uplift2=142(LC 8), 5=165(LC 8) Max Grav2=531(LC 1), 5=350(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=454135 BOT CHORD 2-6=167/355, 5-6=167/355 WEBS 3-5=4191197 - Structural wood sheathing directly applied or 6-0-0 cc pudins, except end verticals. Rigid ceiling directly applied or 1&.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIr160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=50ps , h=1 K Cat II; Exp C; Encl., GCpi=-0.-1 S; 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 psr bottom chord live load nonconcument with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt-lb) 2--142, 5=165. LOAD CASE(S) Standard 605� � A- ` STA Job Inuss Dry Ply MW Tawma Tatum dNonal-gr L2 HaH HiP 1 7 Job Reference P tional - el IDRGRVO3iwFORkO� mRuWgO8O _gOePxTj 4-6-2 jrtBalyb 4-6-2 I 24 1-4-0 3x4 = 4 2x4 II 5 3x4 = Plate Offsets KY)— 12:0-0-8 Edpe) r4:0-2-00-2-81 (8:0-2-3,0-0-81 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL in Voc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.02 7-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 "Rep Stress Ina YES WB 0.19 Horz(CT) 0.01 6 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight 46lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SPNo.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-B-0 (min. 0-1-8), 6=048-0 (min. 0-1-8) Max Horz2=217(LC 8) Max Uplifl2=154(LC 8), 6>131(LC 8) Max Grav2=531(LC 1), 6=350(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-0=516/94 BOT CHORD 2-7=206/437, 6-7=206/437 WEBS 3-0=-515/243 BRACING - TOP CHORD Structural wood sheathing directly applied or B-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu1r160mph (3-second gust) Vasd=124mph; TCDL=S:Opsf; BCDL=S.Opsf; h=16ft; Cat. II; 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 pat bottom chord live load nonconcument with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except (jt=1b) 2=154, 6=131. LOAD CASE(S) Standard 05 A - _ O1 STA F �1"` �0K" ~I,< Job IMSS truss iype y MWTawma Tacomatmdrionalyr L3 HaW Hip 1 1 Job Reference o Oonal Sout6em Truss, FL Piece, FL, 34951 3 4x7 = 1 sxa = 2x4 II ` 4 LOADING(psf) SPACING- 240-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.33 Vert(LL) -0.02 6-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.04 6-11 >999 180 .. BCLL 0.0 Rep Stress Ina YES WB 0.12 Horz(CT) 0.00 5 We n/a , BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight 44 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP Nc.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=048-0 (min. 0-1-8), 5=0-8-0 (min. 0-1-8) Max Horz2=167(LC 8) Max UpIWO2 l63(LC 8). 5=110(LC 5) Max Grav2=531(LC 1), 5=350(LC 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-389155 BOT CHORD 2-6=84/276, 5-6=83/283 WEBS 3-5=363/107 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vint=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.OpsF, h=161f•; Cal II; Exp C; Encl., GCpi=0.18; MWFRS (erwelope); 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 buss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=163, 5=110. LOAD CASE(S) Standard �� STAfF 1 p�� RI.pl�� N�t�NG \��\ e Ic ion Truss truss type y MWTamma Tamma-tatlNonal-gr MV2 Valley 1 1 Job Reference o tional SOUIhem Truss, FL Pierce, FL, 34951 R11n: 5.310a Mat lute ennC a.JIUS JU12I 2U1b Ml l eK mou5Ne5, mG I U."U9 ZI U.'.'Nltl Yag' ' - ID1zRVGRVJaQ37wfORkOlPZgz?mRu-?0_gdYPXI_ZBug4L_PvmFD Qn6KchrAebMlShy)iya 2 .7 2x4 O I LOADING(psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.06 DEFL Verl(LL) In goc) n/a - Vdefl n/a Ud 999 PLATES GRIP MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight 5 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structure] wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M no bracing. REACTIONS. (sae) 1=2-0-0 (min. 0-1-8). 2=2-D-0 (min. 0-1-8), 3=2-0-0 (min. 0-1-8) Max Ho¢ 1=35(LC 6) Max Uplift1=12(LC 8), 2=36(LC 8) Max Gmvt=62(LC 1), 2=48(LC 1); 3=28(LC 3) FORCES. (Ib) - Max CompLJMax Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.Opsf, h=16ft; 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 pat bottom chord live load nonconcurent with any other live loads. 4) Bearing at joints) 2 considers parallel to grain value using ANSUTPI 1 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 Ili uplift atjoint(s)1, 2.- LOAD CASE(S) Standard g hit- BLR////' T� J00 i ruse I ruse I ype QIY Fly MWTawma Tacoma-tr di6onalyr MV4 Valley 1 t Job Reference (optional) �ID:fzRVGRVJzQ37wfORkO1 Rzgz7mRu-TDYCruQ9Vli2WgfXY6(!7oRIpcaPsL85KsF6a_7yiyZ 2 3 2x4 - 2x4 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Well LId PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a - We 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a - n1a 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 HDrz(CT) 0.00 n1a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight 14 lb FT=20Y LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0 (min. 0-1-8), 3=4-0-0 (min. 0-1-8) Max Ho¢ 1=81(LC 8) Max Uplift1=28(LC 8), 3=69(LC 8) Max Gmv1=146(LC 1), 3=146(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf; h=1 Sit; Cat 11; 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 psi bottom chord live load nonconaament with any other live loads. 4) Pmvlde mechanical connection (by others) of truss to bearing plate capable of .withstanding 100-Ibapliftatjoint(s) I,3.- LOAD CASE(S) Standard P . �605 .:..; 1A Job Inuss nlss type y MW Tamma Tamma-bednional-ar MVa Valley 1 7 Job Reference o 8onal Soulhem Truss, Ft Rene, FL, 34951 ID:URvGRVJaO37wfORkOI Rzgz?mRu-TDYCruO9VIi2WgIXY6D7oRtl W BJzLBSf(sF6a_7yjiyZ 2x4 II 2 3 2z4 G 2x4 II I LOADING(psf) TCLL 20.0 SPACING- 24)-0 Plate Grip DOL 1.25 CSI. TC, 0.99 DEFL Vert(LL) In (loc) n/a - I/deg n/a L/d 999 PLATES GRIP MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) 0.00 n/a rda BCDL 10.0 Code FBC2017rFR2014 Matrix-P Weight 21 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. SOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=6-0-0 (min. 0-1-8), 3=6-0-0 (min. 0-1-e) Max Hum 1=131(LC 8) Max Uplift1=46(LC 8), 3=111(LC 8) Max Gmvl=236(LC 1), 3=236(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Veit=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; 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 psf bottom chord live load nonconcu ent with any other live loads. 4) Provide mechanical connection -(by others) of truss tobearing plate capable of withstand'mg.1001ubrpl!f atjoint(s)]-exceptQY-lb) 3=111. LOAD CASE(S) Standard \0\11 M. B/// L��i i f� P 'J6O5 1� JoD Truss I was I ype WlY Fly MW Tamura Tamura-lnWitional-gr We Valley 1 1 Job Reference (optional) solM¢m 1 run, vt Pi;rm, rl, J4w1 Kurt: aaro s Ju12r Lulu Pont a.31u a JN P Lora MI I ex 1Mu6Vles, mG ma /W [r un:4f:" lulu rage 1 ID:fzRVGRVJaQ37wfORkOlRzgz7mRd-xP5b2ERnGbgv7_E6gxEKe 2balp4aET5w8WaAlyY 2x4 II 3 5 4 2x4 1x4 II 2x4 II I - LOADING (Pat) SPACING- 2-0-0 CSI. DEFL In Poe) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) nda - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n1a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 n/a n/a ' BCDL 10.0 - Code FBC20171TPI2014 Matrix-P Weight 311b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP Nc.3 REACTIONS. (size) 1=8-M (min. 0-1-8).4=8-0-0 (min. 0-1-8), S=B-0-0 (min. 0-1-8) Max Harz1=181(LC 8) Max UpIM4=64(LC 8). 5=193(LC 8) Max Grav1=108(LC 1), 4=135(LC 1), 5=408(LC 1) , FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=317/238 NOTES. 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsh h=16ft; Cat II; Exp C; End., GCpi=0.18; Ml (erwelope); 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 nonconcun'enl with any other rive loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 4 except Qt=16) 5=193. LOAD CASE(S) Standard QQ..��Pa= —,E9 ��\a4'i\;EN&16: i F.. oI russ I mss I ype Wry MY MW Tamma ' Tamma-tradNonal-gr MVtp Valley 1 1 Job Reference o tional bOUMem I M, ru Acme, r", a =l ttYO:M13le9 JW2 1906-3105JW2(201VMIIPAInCUSMaS,MQ 1ue M941UM4f'24Nle Pagel ID%RVGRVJaQ37wfORkOl Rzgz?mRu-PbfzFeSPI vymlBpwfXTTtsySR_29p1 FdIQbh2oWiyX' 2x4 II 3 2x4 5 4 1x4 it 2x4 It I LOADING(psf) SPACING- 2-0-0 est. DEFL. In Qoc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.58 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Inv YES WB 0.09 Horz(CT) 0.00 4 We n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-S Weight 40 lb FT=20k LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 1 D-0.0 oc bracing. , OTHERS 2x4 SP No.3 REACTIONS. (size) 1=10-0-0 (min. 0.1-8), 4=10-0-0 (min. 0-1-8). 5=10-0-0 (min. 0-1-8) Max Hom 1=231(LC 8) Max Upl1ft4=-84(LC 8), 5=237(1-C 8) Max Grav1=151(LC 1), 4=177(_C 1), 5=503(LC 1). FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=388/287 NOTES- 1) Wind: ASCE 7.10; VuIr160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Fxp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2)-Gable requires continuous bottom bhordbearing.- 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 at joint(s) 4 except (it -lb) 5=237 LOAD CASE(S) Standard - �\�\\11I111/1 " ZM ;. P 605 F- A Job inuss Irussype Fly MWTamma Temma-tradNonal-gr V2 ILRY I Valley 1 1 Jab Reference (optional) SOUV1em INSS, rL Refee, rL, 39tl¢1 rt¢a:¢.Jles dwu<uls rnn[¢.elVadw <r <uls mnu rtmusmes,ma yc, .ri e ID: fzRVGRVJaO37wfORk01 Rzgz7mRu-PbfzFaSPlvymlBpvrfXT-fLsySZ_4wp2edlQbh20yjiYX 2-0-0 L 2 2-0-0 2-42 3 5 42x4 II 2x4 II LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) IldeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Ved(LL) 0.02 1 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.00 2 n1r 120 BCLL 0.0 Rep Stress Ina- YES WB 0.00 Horz(CT) -O.DO 4 n/a n/a . BCDL 10.0 Code FBC20171TP12014 Matrix-R Weight 23 lb F7=20Y LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS - 2x4 SP No.3 REACTIONS. (size) 5=24-2 (min. 0-1-8), 4=2b2 (min. 0-1-8) Max Horz5=95(LC 8) Max Uplift5=24(LC 4), 4=125(LC B) Max Grav5=331(LC 1). 4=36(LC 3) FORCES. (lb) -Max. CompJMax.Ten. - All forces 250(I1b) or less except when shown. TOP CHORD 2-5=301176 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc pudins, except end verlicals. BOT CHORD Rigid ceiling directly applied or 6-M be, bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Op6F h=16fk Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber-0OL=t60 plate gdpDOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoinl(s) 5 except at -lb) 4-125. LOAD CASE(S) Standard o\\Iliflll//// M. Btu CENS�`��`(�// J- P 605 � � STA F ' hoc :,ZIcSo rpm o truss truss type y MWTamma Tammaaaditiord-gr P1 V2A Valley 1 Job Reference o Donal SOUOem Truss, rt clean, rl-, saem nun: e.am s .w zr ema IMc ssiU U� a zom muex mousmes, mu, ee nu <e Ue:ara� <um rage, ID: fiiRvGRVJa037wfORkOlRzgz7mRu-toDLTWS1oD4dNH06DF iP3VGJ GYVgm2DKEbSy]!yW , 2-0-0 24 2 2-60 I 24-2 3 5 42X4 II 20 It Plate Offsets (X,Y)— 1`2:0-3-0,0-0-121,f6;0-2-3,0-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.02 1 nIr 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.00 2 n/r 120 BCLL 0.0 Rep Stress Inrr YES WB 0.00 Horz(CT) -0.00 4 n!a Na BCDL 10.0 Code FBC2017/7PI2014 Mabix-R . Weight. 23 lb FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 24-2 oc pur ins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 5=24-2 (min. 0-1-8), 4=24-2 (min. 0-1-8) Max Horz5=95(LC 8) Max Upli 6--26(LC 4), 4--122(LC 8) Max Gmv5=331(LC 1).4=36(LC 3) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-5=301178 NOTES- 1) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=5.0psf, h=16Q Cat II; Exp C; End., GCpi= 0.18; MWFRS (envelope),`Lumber DOL=1.60-plate gdpDDL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconotment with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 5 except Qt--lb) 4=122. LOAD CASE(S) Standard Bt �. P 605 jolo I russ I russ I ype MY MY MVJTacoma Tammaftona4gr V2B vdW 1 1 Job Reference o donal ID:fzRvGRVJa037wfORkOlRzgz7mRu-L_njgFTfZWCU_RzlnyVxyHiR3onwHy4wnt4o7vyjiyV -2 g 2-4-2- 2-0.0 I 2_:�:2 fl 3 5 4 2x4 II 2x4 II Plate Offsets (X,Y1— f6:0-2-3,0.0-8T LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.64 Vert(LL) 0.02 1 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.13 Vert(CT) -0.02 1 n/r 120 BCLL 0.0 Rep Stress Ina YES WE 0.00 Horz(CT) -0.00 4 rJa n/a SCDL 10.0 Code FBC2017ITP12014 Matrix-R Weight 1916 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=2-4-2 (min. 0-1-8),4=24-2 (min. 0-1-8) Max Horz5=95(LC 8) Max Uprd5---67(LC 4), 4=73(LC 8) Max Grav5=331(LC 1), 4=36(LC 3) FORCES. (lb) - Max. CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 25=297/98 Structural wood sheathing directly applied or 2-4-2 oc pur ins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=5.0psF h=1 Sit; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope);;Lumber-DOL=t,60:plate grip DOL=1.60- 2) Gable requires continuous bottom chord Searing. 3) This truss has been designed for a 10.0 psf 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 605 � r�- ion Imes I rlss I ype Ply MWTamma Tacaa a tradiltwalyr we jQtY Valley 1 1 Job Reference (optional) 2 3 2x4 4 2x4 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In One) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) We - nla 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC . 0.22 Vert(CT) n/a - nla 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017TFP12014 Matrix-P Weight 14 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc pudins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-1-9 (min. 0-1-8), 3=4-1-9 (min. 0-1-8) Max Horz 1=84(LC 8) Max Upliht=29(LC 8), 3=72(LC 8) Max Grav1=151(LC 1), 3=151(LC 1) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 Qb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF, BCDL=S.Opsf, h=1611; Cat 11; Exp C; Encl., GCpi=0.18; MIWFRS (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 nonconwmerd with any other live loads. 4).Provide mechanical connection (by others) of truss to beating plate capable of-withstanding400 lb uplift atjoint(s) 1, 3. LOAD CASE(S) Standard O\\I M l ////// M. Bt�_//��i P�05) ► �(1� AI I o ruse I rues I ype MY MWTaccma Tamma-traditlonal-gr V2D jQtY I Valley 1 7 Jab Reference (optional)_ oaumem truss. r�neaz,r�, arw, -, 2x4 G IM-311111 2 3 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - We 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - r1a 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 n/a We BCDL 10.0 Code FBC2017fFP12014 Matrix-P Weight 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied -or 2-2-10 oc puriins, except BOT CHORD 2x4 SP No.3 end verdcals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-2-10 (min. 0-1-8), 3=2-2-10 (min.0-1-8) Max Hom 1-36(LC 8) Max Upliftl=13(1-0 8), 3=31(LC 8) Max Gmv1=66(LC 1), 3=66(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vdlt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16f ; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdpAOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcunem with any other live loads. 4) Provide mechanical connection (by others) of truss to hearing plate -capable of withstanding 100 lb uplift atjolnt(s)1. 3. LOAD CASE(S) Standard P Y605 j- n - 0 STA�q F 0 Job Truss I was I ype QtY Fly MWTawme T.wree-4zdidonei-gr V3 Valley 7 1 Job Reference o tional �aumem � mss . rt ne,rc, ram., ereo, 1 r D:fzRrue JaQ37 fORkO.arus.m Ru-HN USxVwuSCE[7h menu zr uo:wxa zms rages "IDazRvGRVJa037vrfORk0lRigz7mRu-HNvU5xVw585CEf/huNXP11 n2bUFlrsCFBZuBnyjiyT ' 1-8-0 3 5 4 2n4 II 2r4 II I LOADING(psf) SPACING- 240-0 CSI. DEFL. In (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.02 1 nfr 120 MT20 244l190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1 nfr 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 4 nfa nfa BCDL 10.0 Code FBC2017fTP12014 Mabtc-R Weight 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-8-0 cc pur ins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 640-0 cc bracing. I REACTIONS. (size) 5=1-8-0 (min. 0-1-8),4=1-8-0 (min. 0-1-8) Max Horz5=78(LC 8) Mae: Upltfl5=104(LC 8), 4=63(LC 1) Max Grsv5=341(LC 1), 4=40(LC 4) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=2991119 NOTES- 1) Wind: ASCE 7-10; VuIr160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.OpsF h=16ft Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires centinuous bottom chord bearing. 3) This truss has been designed for a 10.O.psf bottom chord live load noncencunent with any other live loads. 4) Provide mechanidl connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except Gt=-lb) 5=104. LOAD CASE(S) Standard ..tlllilllr. • 4 o rus5 I ruse I ype My MWTawma Taroma-traditlonatyr V4 jLay Valley 1 1 Job Reference (optional) Sau errTruss, Ft Pierce. FL., 34951 2x4 4 Ran: e.m u e aal Lr... root oaausamzr �me mu es ineusmes, ma weee ar uo.c' �' u, a regal ID:fzRVGRVJaQ37wfORkOlRzgz?mRu-HNvU5xvw58SCb7huNXP1i w0bVAIraCFBZuBnyj1yT-- 1-&5 1-6-5 . ,,,, r 2 3 I LOADING (psi) SPACING- 2-0-0 CSI. DEFL In Qoc) Ildell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - nla 999 BCLL 0.0 Rep Stress Inv YES WB 0.00 Honz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 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 puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=14I-5 (min. 0-1.8), 2=148-5 (min. 0-1-8), 3=1-8-5 (min. 0-1-8) Max Horz1=27(LC 8) Max Upiiftl 9%LC 8), 2=28(1-C 8) Max Gmvl=48(LC 1), 2=38(LC 1), 3=22(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 Qb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst BCDL=5.Opsf, h=16R; Cat 11; Exp C; End., GCpi=0.18: MWFRS (erwelope); 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 nonconcurrent with any other live bads. 4) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 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 100Ib uplift at joint(s)1, 2. LOAD CASE(S) Standard PE 7605 (^ ` STf�A7F7F F� iOo ��jjlt�2 Job russ lype MY UNTamma Tama-nsdulorul-gr V24 IQVY Valley 1 1 Job Reference (optional) 2x4 4 K....iroa Jul", u,e rnn[ ke.slu a Jul Lr Lultl Muell maumeaJnG t52Ng;UrLumlurl ID:fZRvGRVJe037wrOROIRZgZ?mRu-mZTsJHWYsRa3rvh4IgrSZYy5 2x4 II 2 3 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In Qoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) We - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 We n/a BCDL 10.0 Code FBC2017/TPI2014 MatrbaP Weight 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 24-10 oc puriins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2A-10 (min. D-1-8), 3=2v4-10 (min. 0-1-6) Max Horz 1=41(LC 8) Max Uplift1=14(1-0 8), 3=35(LC 8) Max Gmv1=73(LC 1).3=73(LC 1) FORCES. (Ib) - Max CompJMax Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu1r160mph (3-woond gust) Vasd=124mph; TCDL=5.Opsh, BCDL=5.OW, h=16ft Cal. 11; 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 pal bottom chord live load nonconcument with any other live loads. 4) Provide mechanical connection (byothem) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) 1, 3. LOAD CASE(S) Standard M. Bt -- f. P, 605 � rr dr A�TAfdF IF