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HomeMy WebLinkAboutTrussJob Number. SOUTHERN 8299 TRUSS Customer. COMPANIES GHO Homes Name: } Southern Truss MW 102 Renton Jam 2590 N. Kings Hwy 2626a n' r Fort Pierce, FL 34951 C/ty;sT,- (772) 464-4160 ' Fax: (772) 318-0015 saint I cie FL General Truss Engineering Criteria & Design Loads Building Code and Chapter: FBC2017/TPI2014 Computer Program Used: ' MiTek Version: 8.31 Aug 1 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 No. IDate Truss ID# 1 01/30/20 Al 2 01/30/20 A2 3 01/30/20 A3 4 01/30/20 A4 5 01/30120 As 6 01/30/20 A6 7 01/30/20 A7 8 01/30/20 A8 9 01/30/20 A9 -i 10 01/30/20 A10 11 01/30/20 All 12 01/30/20 Al2 13 01/30/20 A13 14 01/30/20 A14 15 01/30/20 A15 16 01/30/20 A16 17 01/30/20 A17 18 01/30/20 A18 19 01/30/20 A19 20- , C41/30/20, B1 ' -21`l. !f/30/20 B2 22 it l/30/20 B3 23', "y`i/30/20 B4 24 01130120 C1 25 91130/20 C2 26 01/30120 C3 27 01130/20 C4 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 4 No. Data Truss lD# 28 01/30/20 C5 29 01/30/20 C6 30 01/30/20 Cis 31 01/30/20 CJ7 32 01/30/20 CHT 33 01/30/20 DI 34 01/30/20 D3 35 01/30120 D4 36 01/30/20 D5 37 01/30120 D6 38 01/30/20 D7 39 01/30/20 D8 40 01/30120 D9 41 01/30/20 D10 42 01/30/20 E1 43 01/30/20 E2 44 01/30/20 E3 45 01/30/20 J1 46 01/30/20 J2 01/30/20 J2A 01/30/20 J3 01/30/20 J3A 01/30/20 J5 E 01/30/20 J5A 01/30120 J5T 01/30120 J7 01/30/20 RG No. ate russ ID# 55 01/30/20 J7T 01/30/20 MV2 57 01/30/20 MV4 58 01/30/20 MV6 59 01/30/20 MV8 60 01/30120 V1 61 01/30120 V3 62 01/30/2D vs =1L COPY IG Ir ^/�/ L G `v REVI WED FOR CODE COMPLIANCE ST. CIE COTZVZ426 �Y BOCC Page 1 of 1 TYPICAL DETAIL C CORNER_ _. HIP N%7E: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. OA UP TO 265Q - 2-15d NAILS REO'D. 132.5# per Nail (D.O.L.Factor=1.00) nds toe nails only have 0.83 of UP TO 394n = 3-16d NAILS REO'D. lateral Resistance Value. 122 HIP GIRDER CORNER JACK GIRDER SOA 1-0 -G) use 2-16d toe nail TC & BC. Typical jack 45' attachment III -1II -1II III -J -II I I I use 3-16c toe nail TYPICAL CORNER LAYOUT A 2-15d Typical Hip -jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1-J3 TO HIP JACK GIRDER TC - - - - - -- 2-16d nails ----- BC - - - - - -- 2-16d nails ----- J5 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - BC - - - - - - - 2-16d nails - - - - - J7 TO HIP GIRDER TC - - - - - -- 3-16dnails ---- BC - - - - - -- 2-16dnails - - - - HIP JACK GIRDER (CJ7) TO HIP GIRDER TC - - - - - - - 3-16d nails - - - - - BC - - - - - - - 2-16d nails - - - - - IIMUM GRADE OF LUL T.C. 2x4 SYP 2 B.C. 2x4 SYP 2 WEBS 2.4 SYP No3 LOADING (PSF) SB. IN'T FBC2017 L D TOP 20 BOTTOM 00 10 SPACING 24' O.C. OUTHERIM Fort Pierce Division TRUSS 2590 N. Kings Highway, 1.` COMPANIES �+ Fort Pierce, FL 34951 l.r®I�°=31"'ANIES (800)232-0509 (772)464-4160 Fax:(772)31 B-0016 Brian M_ Bleakly Struct Eng #75051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-454-4150 TYPICAL DETAIL @ CORNER - HIP NOTE: NOS=National Design Specifictions for Wood Construction. T32.5# per Nail (D.O.LFactor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. ALLOWABLE REACTION PER JOINT Q UP TO 2651T — 2-16d NAILS REQ'D. © UP TO 3941 = 3-16d NAILS REQ'D. 12 1CVER -® -( Q _0 A :;CA)� 11 1 II II II�Ir it li 11 11 II O A A 0 0 O use 2-16d 5DER ``}� toe nait �� BC. HIP GIRDER i \\\ I 12 O 1.5 & OVER 9e 7-0-14 CORNER JACK GIRDER Typical jack 45" attachment TYPICAL CORNER LAYOUT N use 3-16C toe nail & 2-16d Typical Hip —jack' attachment CHORD HANGERS 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 — — — — — —— 2-16dnails — — — —— TC — — — — — —— 3-15dnails I — — — — BC — — —— — —— 2-16dnails ————— HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16dnails — — — —— MINIMUM GRADE OF LUMBER T.C. 2x4 SYP $2 B.C. - 2x4 SYP 2 WEBS 2x4 SYP No.3 LOADING (PSF) L D TOP. 20 BOTTOM GO 10 SPACING 24O.C. STIR. INCR.: 25% FBC2017 SOUTHERN TRUSS COMPANIES ht#//r =uthemWmoom Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 (800)232-0509 (772)464-4160 Fox:(772)318-0016 Brian M. Bleakly Struct Eng #75051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-454-4160 Hangers Face Mount Hanger Charts MiTeke - -- ... JoistSizeStoek No.0 - Ref, Na: :i Gauge aunens,ore(n). _ :FasienerSrJhetlule OF/SIP .. Allowable Leads (Lhs Uprdt' e �o=' '.¢- :a Aef. • - Max - .Header ,..,, .. . -':: H' ... Jmst - .... '... NMI W. _-;. . H 0 A' 100%�715% 125% 160%' JL24 W24 I 20 I1-9116 3 1-12I 1511fi _ 4 10d 12 10dx1-111 ::47g. 5401'580. 1! 320. 5, I RS, F2 4 16a 12 10d x 1-12 560 6d0 le 695 : 320 JL241FTZ - 18 1-9/16 3-1/8 1 1-1/2 - _ 4 lad HDG I 2 10dx1-12HOG 4551535:1 S6Dr1. 280 : 31. R7, I F32 4 1fid HDG 2 lad xt-12 HDG .553,1615161-51 280' 2x4 JUS24 I WS24 18 1-9/16 SAM 1-3r4 1 1 - 4 1 tad 2 10d '675'1 775: M.1 510 a SIJH24 U24 16 1-9/16 3-1/4 2 1-3116 - 4 10d 2 10dxl-12 500 .550q 605'1 380 . S. 4 lid 12 lad 1-1/2 So 1 6651 720 1 380 HD26 HU26 14 1-9/1677 3-12 2-1/2 1-1/8 1-1/8 4 16d 2 10dx 1-12 615 ; - Gas 7 j 4S I 3Fd:' R5, F2 Max 4 . 615 695 1745 1 595 �. JUsf - --_ .W26 I>20.7 1-9/1fi3 43/4' f T12 p]5/tfi +7 6. _'14)d 4`I`.. tOd1i'F72.'. 7}0 805 870 650 fi -'16d 1 4.1 ' lOd x l-72' 840' 1 96g 1045 � 650 , JL261F TZ ,� WL'26Z,- 19. 1-9/16� ;4-1/2:Y 112t 6 'lad HDG -4..7 lad xt-12 HDG 1 695 J 800 1 870-I 730, 31, R7, F32 6` :16d HDG :4 1lWxl-12HDG 830..9501 lass 730. '. ,NS26_..W526+-: r 18 I19/16.4-13/16,11.1-374 1; 1. J ='' 4 '- 1gd,.f.,4 '-:.: i0d : 870' 1000I 1080:1 1115 ..) S. R5, F2 . .MUS26 -18"1-9/16•-5-7116 .-.-f .S' e....:• 10d.-- 11285I 1475.116051 865.E 31, R1, F32 2zfi : � _- $126 ,II 1fi J-9n6. 5-1/6 2 1 3I16 6 -'. 10d 4:I 4ad x1-12 - 750 8d0. 910: 755: 6 Ic' 16d f 4' 1 ad 1-1/2 ' 1 880 10001 1080 755 . 9n1526 -4 -HUSM*1: 16: 1-5/8. 5.7116 --3'-:-'•2. I '- 114I 16d ::t 6 L: lfid 1 2760 13140133451 1925 -- 'HD2fi .7 �' -1. NU26. = e:14_ 1-9/161 ;312 2-12 �'1-/8 Mln 4 -'°46d 2 1 •70dx 7-12 •. - �5 r 695 7451: 365. 5, RS, 615 1 GAS 1 745 1 595 - _ _ --._ y �. - 14 , _ 19/1 5-174 -:. 212 � .: 1-1/e - ) tAn 8 76d ` 4 {�'1 I - . - . lad zt-12 ;' 1 1230) 1390 17490 1 780 F2 MeX 12301 13Mi 14901 825. JL26 LU2fi I 20 1-9/16 43/4 7-12I 15/16 _ 6 tOd 144 1 10dxl-12 1710 8051 8701 650. fi 16d 1 -12 1Dd x 1 B40 ; 960 1 1045 I 650 : JL261F-TZ WC26Z 18 1-9116 4-12 1-12 - _ .6 IDd HOG 4 1Odx1-12HDG 695.1600'1 870F 730 31, R7, I F32 6 16d HDG 4 110dx1-12 HDG 830.I 950 1035� 730 JL28 LU28 20 1-9/16 6-3/8 1-72 15/16 _ 10 10d 6 10d x 1-12 1180 .12' 1295 I .9M ' S, R5, F2 to l6d 1 6 1adx 1.12 1400 18001 7740I 8N8 JL281F-TZ - 18 1-9/16 G1/8 1_112 8 1Od HDGI 4 ladx 1-12 HDG 930-106511160I 730:° 31, R7, F32 8 16d HDG 14 lad x1-12 HDG 1i041121511215 730 JUS26 LU526 18 1-9/16 4-7an6 1-3141 1 - 4 lad 4 I 10d -.870 1000 1080 1115' JLIS28 LUS28 18 1-9116 6-5/8 1-3/4 1 - 6I 10d 1 4 tOd 1T101. 1270i T375I .1115 S. R5, F2 2z8 MUS26 J MUS26 18 1-9/16 5-1/I6 2 1 - 6 I lad 6 1 lad 128511475 116DS 1 865 31,R7, MUS28 MUS28 18 11-9116 7-1/16 2 1 - 8 1 lad 8 lad 1710 1S701 21401 1230 F32 SUH26 U26 I 16 1-1116 5-1/8 2 1-3116 _ 6 lad 1 4 1 lad x 1.12 -.7501 84a 1 910.1 755' 6 16d 4 I lad 1-1/2 880.1 1000 1 10801 755 II SW28 I I - I 16 1-8/16 6-5/8 2 1-3/16 _ 8 10d fi I 10dx 1.12 10001 1120 112101 800 ' 8 I 16 6 tOdx1-12 11751 IaM 11440 1 800 I HUS26 HUS26 16 1-5/B 5-7116 3 2 - 14 1 16d 1 6 16d 276D 131401 3345 1 1925 5 , H11S28 HUS28 1fi 1-5/8 7-3/16 3 2 - 22 16d i 8 tad 4170 43451 43451 25714901 0 H028 H1128 14 1-9/76 5-1/4 2-12 1.1/e Min8 I IGd 1adx1-72 F2 Max B 123011390114901 925 ND210 HU210 ' 14 1-9/16 7-3116 2.12I 1-1/8 Min 10 16d 4 lad x1-12 ism J 1715116s51 780 Max 114 6 "-512430 2fi101 1170 1) uplat bads have been increased 60%for wind or seismic loads; no further moose shall be permitted 2)16d sinkers (0.148 da x 3-1/4' long) may he used at 054 of the table Wad Where 1Gd commons are specified. This does not apptyto JUS, HUB, MM slant nall hangers. 3) ForJUS, RtS, and MUS hangers Flails must be driven at so- to 4 angle through the Joist or in= into the header to achieve the table Wads. 4) NA05: lad x 1-12' nails are 0.148' ale. x 1-12' long, lad nails are 0.148' dia. x 3' long, 16d rwls are 0.162' de. x 3-12' long. Nov, products ar updated product information are designated in blue font. Cerrasion Finish 6Stainless Stee EaGald Coat MHOG ®Triple Lnc -01 A a'� W 112 Continued on next page Flamers Face Mount Hanger Charts MeW Deist Sae. LISP--_ Stock NW v Ref. No.. ; Steel Gau a 9 ' Ohmenshans (n) ' Fastener-Sohedule'-r'' - - bF/SP .: AIlowahle Loads (Lbs.10 - �- C c'a-u, de.. Ref. �. Mid/ Mai Header: - Joist - '- W � H - :D A Nail ;... Nab Floor :700% Hoof. Uplifts �115% 125% 160% JUS24-2 WS24-2 18 3.1/8 3-7116 I 2 I 1 4 16d 2 16d I SO5 '920-I 9fi5 1' 325 - (2) 2 x 4 SUH24-2 U24-2 16 3-1/8 3-1/8 I 2 1-1/8 _ 6 10d 2 10d 750: 840 } 6 i6d 2 10tl .88a 0001 10801 380. HD24-2 HU24-2._ I 14 3-1/8. 1 3-1/2 2-12 1-118 - 4- .16d•.I 2 1 10d I 615 .695.1-745-.-385'.I., 2 HUS24- - 14 3-111 3-7/16 2 i 4 16d 2 16d .:850:' '965:1 16401 495 { 1 HUS24-21F - 14 3-1/8 3-7/16 12 1 - 4 16d 2 16d %850 965.110401 495 1 I. LUS26 27: -I - 16 `.':3-V8: 1 5 tfT1��; 2 ' 1 ...- 4 I.':,6d..=.j'i'4: 1 16d'110401 1185J 1220 j 7355 '. SUH262 - .'. U262 i6 3-1/6 .5-11I6 2 11!8 ...'I - 10 I •L. "10d 4" 170d 1250 1405 1516 755 10 46d;.;.4 170d' 1470 1670116GO1 755. HD24-2 :"' (:HU24-2 :-'j: 14r, 3-V81:3-112 1.2-12j1-1/B :-.; J:'4"J. 16d .1 2 10d 1 615 695.1 745 1 385 I 12)2xfi HUS26-2.+ I"HUS26-2-:'" .14'PI 3-1/8 j :5-1/4 1 :2. { 1 . I 7.:4:} ,16d '%4 -I 16d' 1085 12351 13001 1155 .� .. HUS26-21F V HUSC26-2' -1 .14: : 9-1/8 .{ 5,7/4 1 '. 2 ) ..1.: -,:. 4 ..16d: 1' .4... tfid 1 1085 1235113001 1155 _ HD26-2 �a7 HU26 2.,a ' 14 It .3-1/8 I °.:. 5 1!4 -2-1/2 I}1-1181 I' -:` Mn I 8 16d I' 4 i 1230 1390 1490 1 780 1 .Max 72 r fi 18>a Z0851 2235 j .917C H026-2IFHUC2fi2 -(:._i 14 ttt 3-1/8'� 5-1 /4 111 I2-12-''M III nrf ifid ..L 7Da 121'.��1: ul 12.1 .I i850 P(185I 1180-1 7D'. JUS26-2 I LUS26-2 18 1 3-1" 5-114 1 2 1 - 4 16d 4 16d 11040 1185 1220' 135.5 k JUS2&2 W528-2 1 18 3-1/B 7-1/8 1 2 1 1 6 1 16d 14 1fid 1325 :1510 1645{ '1355 SUH26-2 U26-2 I 16 I 3-1/8 5-1116 2 1-1/8 _ 10 I 10d 4 10d 1250 14051 15151 755 ' . 16701 18001 755 1 10 16d 1 4 101 1 :1470 SUH28-2 - 16 I 3-1/8 6-1/4 I 2 1-1/8-N14 10d 4 I 10d 1500 16851 18151 - 755 1915119151 755-.I 16d 4 110d '1265 HUS26-2 HUS26-2 1 14 1 3-1/8 5-1/4 I 2 1 -16d 4 16d 110M .1235 11300 1 1155 i HUS26-21F HUSC26-2 14 3-1/8 5-1/4 1 2 1 - 16d 4 16d 1085 -1235:1 1300 1 1155(2) 2 x 8 HUS26-2 HUS28-2 i 14 3-1/8 17-118 1 2 1 -16d 16 16d 1625 18501 199S 1 1810 HUS28-21F HUSC28-2 I 14 3-1/8 7-1/8 2 1 16d 6 16d 1625� 18501 19951 1810 5' HD26-2 I HU26-2 I 14 3.1/8 5-1/4,2d2 1-1/eMax _Mn 8 12 1� 4 1�.165h:zf185122351 12301390I14sD i 780 1170 I A5, F2 6 HD26-2JF HUC26-2 I 14 3-1/8 15-7/4 2-12 _ Min 8 Ind 4 lad 7230 :1390114II 788' Max 12 fi -1850 2085 2235-177% I HD28-2 HU28-2 14 3-1/8 7-1/8 2-12 1-1/9 Min Max 10 14 15d 4 10d 1540 1735 11866 i 780 " 2430128�01 1170 1 2155 HD28-21F HU026-2 14 3-1/8 7-1/8 I2-12 - min 10 1� 4 7� 1540 Z155 1735j,865780 1' 243012610'• 1170 Max 14 6 JUS282'.`.." WS282;;- 1nJV 17 },/8' 7-116 I' 2[ L I',=:, 6: 16d-; 4 16d.. 1325 '1510 16451 1355' JUS210-2-';- .LUS210-2 18-1:3-1/8 9-1/B"Z' ('1 I-' 8..:1 16d fi 16d 1845 210512290 1980 SUH282:' -: I 16 3-1/8 .6-1/4 27: I1113-'_-I ,12.j.10d 14 110d• 1500 1685118751 755 12 16d'-4 I.10d 17651 1915j 191,91 ' 755 16 1:' 10d 6 '10d 1 2000 1 2245 12420 1 1135 16 'I-16d 6 ' 110d 1 23501 26701 28801 1135 HUS28.2 - 'HUS26-2 ,1 '14 :3-1/8 1. ,7-1/8" .2^ 1-- 1 6 I'16d I' 6 1; t6d 11625.'1850 1995 1810 .- _ HUS26-21F I HUSC28-2 °1:.14- .3-1/8 '7-1/8 I `2 - 1 S:-. 1 6 •s16d .; 6: Ad -I 1625 1850 1995- 1810 (212x10 - Hf)28 2 =_ HU28-2 14. h, 3-118, :- 7 ,1B 112-172 I ,: 1-7I8 .. Mm . Max 10 14 1 " 16dJ--J 1 4 fi I -. - lOd .-.- 1540 2t55 1735". 1a651: 780.. 243012fit0I 1170 H02B 21F,% " ..) HUC2B 2 . ':: ... 14 - ... 3 1/6. Z 1/8 2-12 .. = Min 10 :: ;,fid .. a 5 ..' 10d. :- 1540 1731 1865 780 . I 1 Max `,4. 2155 2430125150i „70 HU5210-2' :' t HUS210-2 .1 14 :1 3-1/8- 9-1/8 2 r.. 1- - = 8 - 16d '8 116d' 12170 2465. 26601 2210 . HUS270-21F -: HUEM-2 1 14 3-1/B 1 9-1/8"1: Z .1•: :--< ,8 1 -16d I'-8: '1,16d I2170 2465{26561 2210 -HD210-2 _ HU210-2.-- I' 14 3-1/B i 9 I2-12I1 II 7/8 ` 114 Max' 1 - 27 16d -fi_ ;-1a I 1 :. 2155 3080 2430. 2570 '1770 3475 3725 I :,ss0 .,H021021F'.' HUC210:2 iii 14 13-1/8.1 (I2-12I n:=14 tfid .6 -' 2155 3080 243012fi111 1770 3475 3am1950 +. F Max ' 2f1 -701 ' H00210-21F I HUCO218-2 %J : 14 3A/4 1 '% S. 1 . 3'. 11-12 ' ;= „1 12: 1. WS3 I 8 - I W&I 5015 55901 559G 1 .2975 _ 131, R1, F32 1) Upidt leads have been increased 60%for wind or seismic loads; no further increase shall be permitted. . 2) i6d sinkers (0.148 die x 3-114" long) may be used at 0.84 of the table bad where 16d commons are specified. This does not apply to JUS, HUS, MUS slant na1 hangers. 3) ForJUS and HLLS hangers: Nals must be driven at a 301 to 45- angle through the joist mtruss imo the header to achieve the table loads 4) WS3 Woad Screws are 1/4' x 3" land and are induced with HD0 hangers. - 5) NAILS: 10d nails are 0.148" die. x 3" long, 16d are 0.162" dla. x 3-12' long. New products or updated product Information are designated in blue ford. H Corrmidn Finish ® Stainless Steel SGold Coat MHDG Wriple Lnc - p�, I �W 114 Continued on next page I?engerS Face Mount Hanger Charts MiTek* . .. Joist Sue - r USP :=Slack N0. `' �.:.. .� Ref. No.Gauge Sieel ,. Dimesvans (n) Fastener Sdredule'.F:-, '` DF7SP' .. :..Allowable Loads (LM.) e =. a_LL _ - - ' .: ode -.Ref. Head& -;; .Joist - : W' X' 0 -A 'Max 04' '.Nall W .-: NiO ..100%,775%.125% Floor - >, Hoot., UPIiRr 760% SUH314 I U314 I 16 2.9,15110-9/1fi 2 1-1/8I _ 1 18 1 lad 6 11Ddxl-1/2 -22501 25Z5 f 27Z51 1135 18 led 16 10dx 1-1/2 2645-3000 3010 J1135 H0314 HU314 14 2-9116I 11-5/Ifi 2-12I 1-1/8 Min 16 16d a 101 xl-12 2465 2780 2980 12M 1 Max 24 12 '36051 41711 , 4435 1 2045. 3x16 HD314W HUC314 14 2-9/I6 11-5f16 2-12 - Min 116 led 8 Jtad x1-1/2. 2465 Z78012MO 1 -1280 Max 24 12 14170 .4435I 2045. H0316 111.1316 14 I2-9/16I 13-5/16 2-1/2 1-1/8 Min Max 18 J 26 t6d 1 8 10d x1-1/2 2770 3175 3355 1560 12 400514435 44351 2045 HD316F HUCS16 I 14 ! 2-9176 I 13-5A6 I 2-112 _ ( Min 18 1 led a lad xt-112 Z77113125 -33551 1560 MaxJ 26 12 4005. 44M 4435 2045 {2)3zs HD302 : .. ' HU38-2 . I 14 .E � 5-1/81 - 6t/8 ._ IZ12 .., 1.118i .Min I Mai -. 10: { 14 1 led _ . 4 . ' ' - lOd . 1W 1735 less '780 2155. 2430 2610 1170 (2) 3 x 10 HD38-2 HUM-2 14 5-1/8 I 6-7/8 2-12I 1.1/8 Min 10 16d 4 tOd 1540 1735 1865 1 780 14 � 2155 2430 26101 1170 HD310-2 HU310-2 .14 &1/8 8 2-12I 1-1/8 Min 14 16tl 6 10d 2155 12430 2fi10. 1174 Maz 1 2a 1s 3oea J 3475 1625 (2).3x72. i H0312 2'-';. HU312-2. ' 14 - 5-1/8 1 10 ( ...I `5F$2-12 ' 1-V8 Mm Maz 1 16 j 24 { led . 1 a 12 1 _10d :.. 12465 J 2780 2990 1065 1 3695. 4170 4470 2340 (2) 3 x 14 HD312-2 HU312-2 14 5-1/8 I 10 2-12 1-1181 Min 1 16 led 1 8 10d 24651 2780 -2980 J 1065 11 Max 124 12 36951 4770 4470 1 2340 JUS2s3a i'•.:.I LUS26-3 ,1 18 1 4-5/81„4.112 2' { -1't. ..,- -_4 led J 4.1.: .16d '. (1040111&5 112201 1355 1 SUH26-3 "' '� U26-3 I; lfi 4-518.J. ,5-114 1I t 2 11 1 } _-:1-8 i lad I : 2 j- ' lOd ':` 11000 J 1120 J 17651 380' J 8 : 1 led 2 ' 70d" J 17651116511165 380 (3J 2x.6' i H026 3_ ' HU26-3 .14 - 45/B - 1 412 E 2-12I f- 1-1/8 Min I ; 8'. ' led 4 r . 10d '} 1230'1 7390 1490 780 5, ( Max 1 12. 6 1850 2085 2 335 11170 I. H026-3IF .E HUG26-3' I 74 14-5/8 1 4-142 r 2-12 - -- - t Min 8 - - .: led } .. j 4 .. .. 10d." - 1230 1390 1490 }. 780 F2 Max 12 6 .I 1850' 2085 2235 1170 JUS26-3 WS26-3 18 1 4-5/8 4-12 1 2 1 - 4 1 16d 1 4 16d :1040 1185112201 1355 1 JUS28-3 1 LUS28-3 I 18 4-5/8 1 6-3M 2 1 6 led 4 1 16d 1 13251 1510 1 1645 1 1355 SUH26-3 I U26-3 16 4-5/8 15-1/4 I } 2 1 _ 8 tOd 2 I 10d -1000 1120 11165 1, 380' 8 16d 2 lad 1165 11 fi5 11651 380 .I (3) 2 x 8 H026-3 HU26.3 14 4-5181 4-12 I 2-12 1-1/8 Min J 8 led 4 lad 123011390 14901 780 Max 12 6 J less 12085 2235 11170 HD26-31F HUC26-3 14 4-5/8 II 1-1/2 2-12 - Min a led 4 10d 1230 J 1390 114901 780 Max 1 12 6 1850 2085 J 22351,1170 , HD28-3 ' I - I 14 4S/e ( 6-3/8 2-1/2 1-118 Min Max l 10 14 led 4 10d 1540 1735 1865 1 780 6 2155 2430 26101 1174 H028-31F I - 14 45I8I fi-3B 2-72 _ Min 10 16d 4 tOd -1540I 7735 ism 7B0 Max 14 5 -2155 2430 2610 1170 : JUS28-3. �t-1 `! LU'-3-:, :'.18: S2fiJU5210-3';--'1. 'I 4-5/8F 6-3/8. 2' "'1 -.6. .16,1 4'1 led 1325 1510- 1645 1355 `- -' LUS210-3:. '18 I4-5/8,1 8-3/8 2' 1-1,. 1I -':J 6 .76d7: 6't' t6d 'L 1845I 2705 229OI 1980' F. SUH270-3 : (U210-3 -' .. ,I 76: I: 4=5/B f. 8-3/8.. -_2 I 1 F I -;, 14 1 10d- 6 1 10d 11750 1965 2120 9135' 14 led 6= lad 2060' 2335 f2520' 1135 '.. .. 4151e &3/8 -2-12 �y-1I8 tttt Min Max 74 - led .lOd i540 1735 `786'af 7a4 6 2155 1 2430 26101 1170 (3) 2 x 10 •�... HD28 31F .;. E ,. _ . ` 14 4-,% I &318 -2-12 :.:Maz Min 10 16d :: 4 -in - . 1 -;. 15401 1735 186.5 J ..7M 14 6 Z755: 243(. 2610 1170 _ - N0210.3 I HU210-3.. 14.. 45I8 8 114 '2-12 1 1/8 -Min 14 _ ' - 1Bd - .: fi .. : -.. 10d .. 21smi: 2430 2670 1170 10 3080'. 3: 3725.1 7950. H0210.31F I HUCZ10-3 ! 1 14. '4-5/8I B-1/4 2:12 ,:" - Mtn 14 led 6'> ad .� .. 155 Rasa 2430:26301. 1170. , Maz 120 . t0 3475. 3725I 19M HD0210-31F <:.' 1 HUCO210-3 -14++1.4-5/81 'J -' :3 1-112 -;-: 1:12 1 W63 1 6 -1-- WS1 150151 5590 -55901 2975 1- 131, R1, F32 1) Uplift loads have been increased 60%forwhid or seismic loads; no further increase shall be permitted. 2) tfid sinkers (0.148 cite. x 3-1/4' long) may he used at 0.84 of the bible load where led commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers 3) WS3 Wood Screws are 114" x 3' long and are included with HDO hangers 4) NAUS led nails are 0.148' dia. x 3' long, led nails are 0.162' dla. x 3-12" long. New product a updated product Information are designated in blue font. Corrosion Finish ®Stainless Steel )'Gold Goat -HDG IHTdple Zinc Continued on next page 117 Hangers Face Mount banger Charts MiTeko Joist Size USP . �:-Stock No, Ref.Na.- Gauge .. 0lmensfons [n) Fastener Schedulex?P .,. .DF(Sp Allowable Loads (Lhs.) ¢.'+Re1,: -- Heade['. Joist ^ ':,W H' .0: >: A: NNN Max Nafl" Dt)' f:: NaH 100%175%125%9W% JIls46 I LUS4fi I 18 3-5181 5 1 2 1 1 I -1 4 1 16d 1 4 16d j:lWj 1T85'. 1220.1:.1355:: SUH46 I U46 16 I3-9/16 4-13116 .2 1-1/8 _ 10 1 ad 1 4 lad 12a01 1405f 1515 1 755 ' 1,'765 10 1 16d 1 4 1 tad I:147011670 180D HUS46 HUS46 14 1 3-5/8 : 5 2: I 1 4 1 16d 4,1 led . 108E 11M 1300 L:1155 I 4x6 HUS461F I HUSC46 14 3-5/8 5 2 I 1 4 1 l6d 1 4 16d -1085 :1235'I 1300 1155.1 HD46 HU46 14 13-9/16 5.1/16 2-112I 1-1m Min 8 1W I 4 I 1� 1130 13M 1490'' 780 1170 " Max I 12 fi �1850 '2085 223E HD46F I HUC46 14 3-9/16 5-1/i6 2-1/2 _ Min 8 76d 4 lad 1230 13W 114901 780.. 1170 Max 12 fi -18501 Was 223E ..JUS46'.:. `--..-:WS46 '.:"I :ls I3-S/8 '.. 5'.. 2 .1 .1 ""r`.4 .:.16d I: 4`"f'-.16d'c 11040 1118511220 1355' �.18 1. 3-5/B{."6-Z/8 12 ,• 1'.1.:=._:. -5 16d I'4.1''<16d': 13257510 1645I 135E SUHd6_� U46 '� 4 16 : t 6 3-9/1.. 4-13/16 I = I 2. r 1 1/E .I 4 - =: ;in . -:lad. { .4 (=�.- lad.'?: 11250 1405. 151E 755 . 755 I1G -: led' J.-Al 1- '-0Od-= 11470 1670 1800' HU54fi ; _ _= {_ HUS46 " .' 14 .1: 3-M = S : ' ' 2 �..1:.. .. _ :: 4 - --16d '1-.4 : -:': 16d ': �- 108E 123E 11300 1115E I HU5461F::' -.{ HUSC46 -I:14.:13-5/8 -.H': 2 1'.. !=>:-'4. .1 so 4-.- .'16d 1085, 123E 1300 1155I `- HU548' ' :. { HUS48 "I: 14 3-SIB I:, : T.: ,. 2 1 71 sI' -' 6 1 16d I &->r :=:'1fid-''11625 1850I 7995 181 o'I QXB'' HUS481F w '..1 IfUSC48 ',I 14 1 3-S/8 t 7 . 1 2 1 1 .) .'- 6 I' led 1 6- 1, led' 1525 185011995I 1816 I H046 ': - . HU46';- ! { y4. 9-9/16 ..-. 5-1/7fi k - 2-1211 I" ire' 1 .. Min 8 .16d -=: .. 4 -:.70t1 -:: 123011390114901 780 1170 Max -12. 18.501,208E 273E H0461F.. . �1fUG46.! 14 3-9/16t 51Afi't2-12j I _..:- Min. l .a L,. 16d 7l '. �4{ t a / .. 10tl:. ..) .,.i4850I 1230 11390 11490I 780 1170 S. R5, Max 12 2085122351 - I HD48 . '. �1N48 -.. y4. 3-9/16 6-15/16 1212 4-ve. I .. - mn 10, ., y6a' 4 10d '.I - - 1E40 173E 18651 ..780 1170. F2 Maz) 14 T155 2430 I2670I. { HD481F }HUC48 '{7 .i��.Maz 14 3 9YIfi� fi 15/16 2-1/2 - Min 11G 16d ,. : 4 1621552430)26111I - . ' 10d. 1140117311 18651 780 ' 11711. 14 JUS48 I LUS48 I 18 3-5/8 6-7/8 2 I 1 6 16d 4 16d 1325151D1 164E 135E JUS410 LUS410 I 18 3-518 8-7/e 1 2 I 1 - I 8 16d 6 led 1845 210S Min 1 1980 SUH410 U410 I 16 I3-9116I 8-W8 I 2 III I 1-t/8 - 16 lad 6 I lad 2000 224E 2420 1135 16 16d I 6 lad 2350 2670 29801 1135 HUS48 i HU548 I 14 13-5/8 7 .1 2 I 1 6 16d 1 6 1 16d 1 1625 1850 { 19951 1810 HUS481F I HUSC49 14 1 3-5/8 7 1 2 1 6 1 l6d I fi 1 16d 115251.1950 199E 11810. i H048 I H1148 I 14 3-9116I 6-15/16 2-1/2I 1-118 Min 10 16d 4 lad 1540 1 1735. 1865.1 780 . Max 14 6 -2153 2430 26101 1170. 400 HD481F I HUG48 I 14 3-9116I 6-15PIS 2-1/2 - 16d tad 115401173511126101.8651 Max 14 a 86E . BU HUS410 HUS410 1 14 3-5/8 8-718 2 1 1 - 8 l6d 8 1 16d 12170 2465 2660". 2210 " I HUS4101F I HUSC410 I 14 1 3-5/8 8-7/8 2 1 - 8 16d 8 16d 'I 2170) 246 266a . 2210 'I ND470 I HU410 14 3-9/16 8-13/16 2-12 1-1/8 Min 14 .1� fi 10 t� 2155I 243a 2670I 1170 Max I 20 3080 13475) 3T25 195G HD4101F I HUC410 14 3-9/16 8-13/16 2-1/2 - min 14 16d 6 lad .215E 2430 2610 :'117D Max 20 10 308o'.3475 .372E 1950 I HDO4101F I HUC0410 1 14 3-SM6 9 1 3 I 1-12 12 WS3 6 W53 I5015' S59D 5590.I 297E 1 31, R1, F32 1) Uplift: loads have been increased 60%for wind or seismic loads; no further Increase shall be permitted. 2)16d sinkers 10.148 dla. x 3-1/4' long) may be used at 0.84 of the table load where ifid commons are specified. This does not apply to JUS. HUS, MUS slam nail hangers- 3) WS3 Wood Screws are 1/4" x 3' long and are Included with HDO hangers. 4) NAM 1 ad nails are 0.148" dia, x 3" long, 16d nails are 0.162" dla. x 3-1Z long. Ne v products or updated product information are designated in blue font Corrosion finish ®Stainless Steel 0,GoIdGoat E3HDG ®Triple Zinc ':iYS.o�' HT 119 91 `�."-�..� � , f Eta j I MINIMUM GRADE OF LUMBER Top Chard 2x4 SYP 12 SPF #1/J2 0.r bati.r Doll Chvj4 2x2(-) OR 20 SP #2N OR SPF a1/12 or ba{ter Waby 20 SYP #R or boltar (+)'L,2 MAY SE RIPPED FROM A US. (PrTCNEP OR SQUARE (••) ATTMN VIGH VALLEY TO EVERY SUPPORTING TRUSS, WNW (2) Ted BOX (0.1D0' x 3.0 NAILS TOE—IWLEU FOR Mtoo O,1. ASCE 7.10 -�H WHO. .-.mot MEAN HEIOHL ENCLOSED BUILGUTU. ' DTP. 0. RESIDENCW. WIND TO DL-3 PSF. CUT FROM 2.5 OR WMDER A9 REQUIRED 4'-0" Max RZ I.4 8'-0"Max 6'-0"Max T 20'--0" Max (�*) ;SES AT 24" 0.0; MAXIM' SOUTHERPI TRUSS 4V1VAr'.H1`MAV--w,. tnuo)232-03 08 7721404-4100 nWJ/.......u�.u.....,. Foe:(772)7 0-0010 UNLESS SPECIFIED DN ENGINEER'S SEATED GESIUN, M1DY 1x4 'T"-BPACF, OOR ICNaTII OF w VALLEY E0, SAME 8P@IE9 AH0 OMOE OR BETTER. ATgCH@ TART Od Box D.TJS' 4.6 NAILS AT O' 00, OR CONTINUOUS NTEMI. OMCINO, EQUALLY SPAG FORTFJRICN. VALLEY WEDS GREATER THAN 7'-1'. MAXIMUM VALLEY VERTICAL HOOK MAY NOT IXOEED 11'-0", TOP CHORDOF7hnUSS SENEATN VALLEY SET MUST BE BMC@ WITH, 01"IITAUATIG1 TIRO IED. MTED SHEATWNO APPLIED PRIOR TO VALLEY TRUSS DIM PPUIRUNS AT 24° OG. OR A5 CTAERWISE SPECIFIED DH ENGINEERS' SEALED DESIGN O BY VALLEY TRUSSES USED W LIEU OF PURLIN SPACING Al SPECIFIED ON ENOINEERS' PEALED .DESIGN. (+•+)NOTE TMIATH 1}IE PUnIM BPACOTa FOR GMCINO THE TOP CHORD OF THE TRUSS DENEATN lHE VALLHT 14 MEASURED ALONG THE SLOPE Of THE TOP CHORD. (++) LARDER SPANS (AAT BE BUILT AS LONG AS TI)E VERTICAL HEIGHT DOES NOT Ex0EEO 1R—O'. BOTTOM UHORD MAY of SQUARE OR PRCIIED CUr AS SHOWN. (2) 12d 9QUME CUT V gM PIT / P.%-) svto CUT CNCflD 0p110NAL STUB END VERTICAL C' r— t-1 I 1 rorpon-M V of Inns ran OP170NAL HIP JOINT DETAIL I(MM TO LL 20 20 pSF TO DL 10' 16. Psr BC DL 10 10 PSF DC LL 00 00 PSF TOTAL LOAD 40 46 pSF UM)W0f DEIOJ 1.25 1.26 Do as n NEE eo c v SPF o HF sp N DFL j v SPF HF a) o SP DFL E SPF E O HF v N SP r DFL Kt p O�IIf W 77'. 0 SOUTHERN TRU55 COMPANIES 10 10-0 13-0 73-0' 1 -0' 14'-0' RADLE Y7iUS9 OETPIL Nm®1 10—a' 13-0 is—R' 14-0 14-04 M LOAD DEFLE00ON CRNERN IS IJZ40. -p Or-2 is—e PRDVIaE'UPLIfT CONK VMS Fan 13a IF wnt 4—D 14-0 1 —° �Yt� PSF 1c OEnb )• In n' —Z s _0 1 _0• 4_D• 4—D' CONTINUOUH DEnnINv, to 1' ] -B D-0 a- 3-0 4-a' 1 -0' 4 -D' UARLE END OUPPORIS V• FROM 4'-0' 14-° aa1LODnmg WIIII 2-a DVEIIHANU.UX 12' Q-tl p-p -p 2-p' -a" 1 -0' PLYWOOD OVgafANa. • A q0N EAC �. OMaE WDII lad VWI t PDNE(NH1 L' DDACE� SPACE NNLS AT 2" 00- 7I(7(N19 TR 2) % 6RACES1 SPACE NAn9 AT 3� DC, rr 7• •IN 10' ENbbb, ZONES AND n' DC. SEIWEEH ZONES. 'L' URAGI14U MUST HE A MINIMUM of BOX DF WED IY MEMUM LENUT11• 'RY tu6 Pl TE SIi 59 ' YE VA Na DP a O ESS -wam h—D Lt4 OR 2xs — 0', UUT 2,4 DLES9T'f�N L• 11'40 D C R S SO PFAIt SPLIOE AND HEEL PIATES. 1 f 1 P t 90: �"JN REFER TO CHART A13OVE FOR MAX OAnLL• VFFRCAL LENMH \/\/ CI o^ 1"'1 T 1-'T Cf. P flea0on bndnp It not Ihl nopoorl6mw of limo daripnar, plate manulaclumr to N' pm(IW Ingloml , nor hugelowculor, pmcm uocIbq In', on coulbntd 1.to on It 6r Im9c illh dmamblo ewa LI Mrntlmun Toll Load 00 PSF SPACING AT 24. O.C. o • , L�I,NIMUM GRADE OF L:Mb R Chord 2x4 SYP S2 oe, Chord 2x4 SYP J2. aerWabx 2x4 SIP jJoer -Typical P9ggy!�agk FDEE�taaI REFER TO SFALEB DESIGN FOR CASHED PLATES SPACE PIGGYBACK VERRCAIS AT 4' DC MAX. TOP AND BOnT M CHORD SPLICES MUST BE STAUGERED 50 THAT ONE SPUCE 15 NOT DNiEC1LY OVER ANOTHER. ATTACH PURUNS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SCUD LUMBER OR TTT11� U JIMM 011ORD LR DMIITEO, PURDNS MAY tlE APPLIED BtRFATH TILE TOP CIIaRO OF SUPPORIINO TRUSS. REM TO ENGINEER'S SEALED DESIGN FOR REOUIRED PURLIN SPACING. RUSE IDETTAL IS APPLICABLE FOR RIE FOLLOWIHa WIND CONORIONS: W-15 MPH WIND, ]B' MFAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN HOOF. 1 MI. FROM COAST CAT I, MI, a, WINO Ta DL n Per. WIND GC DLr PSF 140 MPH WIND. 30' MEAN HOT. FCC2N 10 0. ENCLOSED BLOLOCATED ANYMI NHour WIND TO DL-G PSF. WIND BC OL"G PSF. FRONT FACE IK•1 MAY DE DFFSEr FROM BACK FACE PLATES AS LONd AS rum FACES ARE SPACED 4' OC MAX. t'wll/ WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'D" NO BRACING tx4 i" BRACE. SAME GRADE; SPE`CIFS AS WEB 7'0" TO 10' MEMBER, OR BETTER AND BD% LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 20 "To BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER AND BOP. LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" O/C. >IgATTACH PIGGYBACK WITH D"xBxt/2" COx PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES ® '4'-0" O.C. MAX. JOINT SPANS UP TO TYPE 30, 34' 38' 52' A 2x4 2.5x4 2.50 3x5 B 4x6 5x6 5x6 5x6 C 1.50 1.5x4 1.50 1.5x4. D 5x4 5x5 5x5 5x6 913 0 Go vv a r r"'1 t r-1 !�j Ernllon bmcing Is MI Iha rmpomlblllby of 1=3 dnlgnar, plate mar" nor hit lodukolor, penem eeceWyy hump ma eoullooed to reek poll nddce Gap* yy emellon bmcing Ich It ulwaye Dqulred to pmenl l and daminaing Ug ereclkm and yyammnenl beadng wNch may be Iegl tpedba opplkoUona S1e 11CS1-11 Summary sheeL Comuenlmy and Dom dallem for bondfug, ball; k bmdng mdd pkla emmeclad wood humee TmmM on to be eeealed God lasbned H Initiated In v dmlghl and phmlb ilia" no sheaUng s oppfied d'anly to The Iop jIuH& Illay ehoB he bm ryeclUed on Iha a m(gm Tmmm shall be dle wM Dmmmbie on Iacgm to Fran) kame, WAR G Maxlmun Loading 55psf at 1.33 Duration Factor 50psf at 1.25 Duration Factor 47psf at 1.15 Durotlon Factor SPACING AT 24" O.C. SCAB -BRACE -DETAIL Note: Scab -Bracing to be used when continuous laterI bracing at midpoint (or T-Brace) is impractical. Scab must cover full length of web +I- S". " THIS DETAIL IS NOT.APLICABLE WHEN BRACING IS " REQUIRE➢AT'143•POINfS OR I-SRACE [&SPECIFIED:• APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d 13" X 0.1311 NAILS SPACED S"O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. ' ' W MAXIMUM WEB AXIAL FORCE = 2500 Ibs MAXIMUM WEB LENGTH =12'-0^ SCAB BRACE 2x4 MINIMUM WEB -SIZE MINIMUM WEB GRADE OFr3 Nails / Secfion DetaU EMa Scab -Brace Web Scab -Brace must be same species grade (or better) as web 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 90r/, of web length. Note: This detail NOT to be used to =4,ert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattem T-Brace size NallSize. Nail Spacing 1x4 or 1x6 10d 8" O.C. 2x4 or 2x6 or 2xS 16d S" o.c. Note: Nail along entire length of:T-Brace / I -Brace (On Two -Ply s Nail to Both Plies) . . alternate position Na1s alternate position Nails\ Web - Na'Is/ r Section Detail T-Brace Web I -Brace SPACING Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size' 1 2• 2x3'or 2x4 1x4 (') T-Brace 1x4 (`) I -Brace 2x6 ix6 (') T-Brace 2x6 I -Brace 2x8 2xS T-Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3or2x4 T 2r4-Brace 2x41-Brace 2x6 2x6 T-Brace 2x6 [-Brace 2x8 2x8 T-Brace 2x8 I -Brace T-Brace / I -Brace must be same species and grade (or better) as web member. (7 NOTE: If SP webs are used in the truss,lx4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1X bracing material, use IND 45 forT-Bra6ell-Brace For SP truss lumber grades up to #1 with I)C bracing material, use IND 55 for T-Brace/1 Brace Job Truss Truss Type Qty Ply Renton-Jem-Mission Al Roof Special 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 5 Aug 13 2019 Print: 8,310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:05 Page: 1 ID:ftG6g8FF7Jf8HuIjMFxjByPejA-UDmLMFz W SYHOSvgr8rSO4dsrH994SN7YDndOZtgCd6 510-9 5-25 51615 TA O "7 0.3 F10-2 T-14 9 q I 31-3-0 49. 1-2 510-9 S4.1 59-3 52-13 .9- T-03 if 02.13 1.11.0 }40 LA5 J<-01 &2-0 66 A 06 Scale = 1:82.9 Plate Offsets (X, Y): [11:0-2-8,Edge],[19:0-6.4,Edge],[21:0-5-4,0-1-8],[28:0-2-2,0-1-0],[30:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc)/deft Ud PLATES GRIP TCLL (roof) rs 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.32 18-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.64 18-19 >828 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.28 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 298 It, FT=10% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 751 Ib uplift at joint BOT CHORD 2x4 SP No.2'Except' B1:2x4 SP M 31, 2 and 6041la uplift at Joint 11. B2,F2:2x4 SP No.3 7) Hanger(s) or other connection device(s) shall be WEBS 2x4 SP No.3 *Except* W4:2x4 SP No.2 provided sufficient to support concentrated load(s) 342 lb BRACING down and 149 lb up at 3-1-13 on bottom chord. The TOP CHORD Structural wood sheathing directly applied. design/selection of such connection device(s) is the BOT CHORD Rigid ceiling directly applied or 1-4-12 oc responsibility of others. bracing. Except: LOAD CASE(S) Standard 7-2-0 oc bracing: 13-15, 11-13 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, WEBS i Row at midpt 5-18, 6-16. 7-16, 8-16 Plate Increase=1.25 JOINTS i Brace at Jt(s): 13 Uniform Loads (Ib/ft) Vert: 1-7=-70, 7-12=70, 2-20=-20, 11-19=-20 REACTIONS (lb/size) 2=2491/0-8-0, (min. 0-2-1), Concentrated Loads Qb) 11 =2192/0-8-0, (min. 0-2-9) Vert: 32=-342 Max Hertz 2=284 (LC 8) , Max Uplift 2=-751 (LC 8). 11=604 (LC 9) FORCES (lb) - Max. CompdMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=4161/1145, 3-4=.4563/1290, 4-5=4442/1311, 5-6=-3442/994, 6.7=-24877750, 7-8=2488/779, 8.9=-3140/831, 9-10=-3511/937, 10-11=-3738/930 BOT CHORD 2-32=1170/3591, 21-32=-1170/3591, 5-19=-242/877, 18-19=-1196/4029, 17-18=-776/3006,16-17=-776/3006, 15-16=-50912717, 14-15=-67713187, 13-14=-677/3187,11-13=-67713187 \"`IIII'// WEBS 3-21 3-19-2�60275� 8211259/516, \\\\\\�j M-B�FF/te�r/1/ 6-18=-228/858, 6-16=-1270/569, \\ 7-16=-471/1665, 8-16=-874/432, \�'\QjQ-/\'\GENSF��`�-jji 8-15=-72/483,.9-15=-558/292, 9-13=01296 NOTES) Unbalanced roof live loads have been considered for this �= ( PE 7 O, I1 ` 'design. -,�j 27 .Wind: ASCE 7.10; Vult=160mph (3-second gust) I _ Vasd=124mph: TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. -p 1 STAT F f II;.Exp C; Encl.; GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) `AII plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom �� S�ONAL -' chord t1 a load nonconcurrent with any other live loads. / Job Truss Truss Type Oty Ply Renton-Jem-Mission A2 Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:05 Page: 1 10:1 BXhEBDJyV W R W 7GMB3pPhyPLN7-GctSnx_m_AX6hCpDGGUs92xHCorYwG2rg56X4YzgCd4 2-1-9 1 68-0-15 1 it22 8Q4< 1 2,A 1 8015 61-3 1 21t Ift'lltb 54. sx5= N Scale=1:80.1 Plate Offsets (X, Y):[6:0-2-8,0-2-4],[7:0-3-0,0-2-8],[8:0-2-9,0-1-8],[13:Edge,0-3-8],[15:0-2-12,Edge],[16:0-3-0,0-3-0],[18:0-2-8,0-2-0],[25:0-2-2,0-1-0] Loading (Pat) Spacing 2-0-0 CSI DEFL in (loc) I/deg L/d PLATES GRIP TCLL (roof) 7 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.316 21-22 >999 240 MT20 244/190 TCDL a 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.69 21-22 >774 180 BCLL 0.0 Rep Stress Incr YES 11 0.64 Horz(CT) 0.33 13 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-S Weight: 292 lb FT=10% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP M 31 `Except* T3:2x4 SP No.2 bearing plate capable of withstanding 617 lb uplift at joint BOT CHORD 2x4 SP No.2 *Except* B6:2x4 SP No.3 2 and 519 lb uplift at joint 13. WEBS 2x4 SP No.3 `Except" W10:2x4 SP No.2 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 5-21, 8-20. 8-16 REACTIONS (lb/size) 2=2183/0-8-0, (min. 0-2-9). 13=2006/ Mechanical, (min. 0-1-8) Max Horiz 2=300 (LC 8) Max Uplift 2=-617 (LC 8), 13=-519 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3748/957, 3.4=-3115/837, 4-5=-2925/864, 5-6=-2314/681, 6-7=-1949/674, 7-8=-2316/701, 8-9=-3881/1261, 9-10=-4109/1241, 10-11=-4095/1074, 11-12=-3614/924, 12-13=-1945/512 BOTCHORD 2-24=-993/3208, 23-24=-993/3208, 22-23=-9931320B, 21-22=-738/2698, 20-21=-357/1949,19-20=-469/2423, 18-19=-469/2423, 17-18=-38/265, 10-16=-445/338, 15-16=-81513312 WEBS 3-24=0/298, 3-22=-595/297, 5-22=-97/565, 5-21 =1 0501512, 6-21=-176/674, 7-20=-183/620, 8-20=-728/420, 16-18=439/2194, 8-16=567/1426, 11 -1 6=-1 15/387. 12-15=-766/3047 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=16ft; 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 porting. 4j 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. LPN\ ME g F `r`L f % PEM51 n\\ v STATI_ NA i W Job Truss Truss Type 'Qty Ply Renton-Jem-Mission A3 Hip 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 30 10:31:05 Page: 1 ID:Tg7D0ML9Bm0rtm_W_NhJs5yPCJ5-Gd5nx_m_AX6hCpDGGUs92xB5os.GVg56XdYzgCd4 i 7.2-15 7-1.3 4 M 2-1 eze= az5= -S9 53.7 7h12 SA8 7<1t 7.2.15 "2tl 14 scale = 1:80.1 Plate Offsets (X, Y): [6:0-5.4,0-2-8],V:0-2-8,0-2-0],[8:0.3-9,0-1-12],[13:Edge,0-3-8],[15:0-2-12,Edge],116:0-2-8,0-3-0],[18:0-2-8,0-1-12],[22:0-24,Edge],[25:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL In floc) Well Lld PLATES GRIP TCLL(roof) - 20.0 Plate Grip DOL 1.25 Tr 0.98 Vet(LL) 0.21 21-23 >999 240 MT20 2441190 TCDL - 14 15.0 Lumber DOL 1.251 BC 0.93 Vert(CT) -0.49 21-23 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.34 13 n/a n/a BCDL 10.0 Code FB02017rrPI2014 I Matrix-S Weight: 2971b FT=10% LUMBER 6) Refer to glyder(s) for truss to truss connections. TOP CHORD 2x4 SP No.2 *Except* T2,T1:2x4 SP M 31 7) Provide mechanical connection (by others) of truss to BOT CHORD 2x4 SP No.2 *Except* 66:2x4 SP No.3 bearing plate capable of withstanding 6021b uplift at joint WEBS 2x4 SP No.3 *Except* W11:2x4 SP No.2 2 and 5021b uplift at joint 13. BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied, except end verticals, BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-21, 6-20, 8-20 REACTIONS (lb/size) 2=218310-8-0, (min. 0-2-9), 13=2006/ Mechanical, (min. 0-1-8) Max Horiz 2=282 (LC 8) Max Uplift 2=.602 (LC 8), 13=502 (LC 9) FORCES (Ib)- Max. Comp./Max. Ten. -Al forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3771/937, 3-4=-3185/820, 4-5=-3007/846, 5-6=2494/692, 6-7=-2066/657, 7-8=2429/661, 8-9=-3853/1184, 9-10=-4053/1166, 10-11=-0077/1025, 11-12=-3648/907, 12-13=1936/493 BOT CHORD 2-24=-963/3232, 23-24=-963/3232, 22-23=-721/2764, 21-22=721/2764, 20-21=-40512130, 19-20=-458/2438, 18.19=.458/2438, 17-16=-46/259, 1e-16=-3721291, 15-16=-820/3398 WEBS 3-24=01282, 3-23=-557/282, 5-23=-75/503, 5-21=-884/437, 6-21=-233/735, 6-20=-310/148, 7-20=-157/620, 8-20=559/347, 8.18=-309/169, 16-18=-422/2227, 8-16=-52011384, 11-16=-63/265,12-15=-755/3084 NOTES 1) Unbalanced roof live loads have been considered for this design. 2). Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); .Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4)- All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :PN\GEI N, PE M51 n STAT F f oW01111�ss�<oNAi'�NG��\�� 3 Job Truss Truss Type Qty Ply Renton-Jem-Mission A4 Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print 6.310 SAug 132019 MiTek Industries, Inc. Thu Jan 3010:31:06 Page: 1 " "ID:Rf?pwMDNhOYa LIZOzgenyPCGg-uoRT_H70ITWMOPpz?5iFUPZCD7fnV vIsSA zgCd3 • 2-1-9 6&5 6-i-13 &1-13 S0.0 S0.a &1-13 61-13 Y10.5 Sx5= 3x5- sx5= Scale=1:78.4 Plate Offsets (X. Y): [4:0-2-8,Edge],[6:0-2-8,0-241,[8:0-2-8,0-2-4],[13:0-2-8,0-2-12],120:0-2-2,0-1-0J Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) /del L/d PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.18 2-19 >999 240 MT20 244/190 TCDL it 15.0 Lumber DOL 1.251 BC 0.85 Vert(CT) -0.44 16-17 >999 180 BCLL 0.0 Rep Stress Incr YEB WB 0.57 Horz(CT) 0.15 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S 1 Weight: 274 In FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* B3:2x4 SP No.2 WEBS 2x4 SP N0.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 7-16, 9-16, 11-13 REACTIONS (lb/size) 2=218310.8-0, (min. 0-1-13), 13=20061 Mechanical, (min. 0-1-8) Max Horiz 2=264 (LC 8) Max Uplift 2=-586 (LC 8), 13=-484 (LC 9) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=-3760/937, 34=3466/858, 4.5=-3457/886, 5.6=2673/699, 6-7=-2306/683, 7-8=-2192/637, 8-9=-2547/649, 9-10=2528/683, 10-11=-2705/668 BOT CHORD 2-19=-956/3231, 18-19=-711/2812, 17-18=-711/2812, 16-17=-424/2341, 15-16=-454/2416, 14-15=-454/2416, 13-14=48212028 WEBS 3-19=-320/282, 5-19=-116/542, 5-17=-747/406, 6-17=-1541789, 7-17=-262/210,7-16=470/244, 8.16=-152,736, 9-16=372/314, 11-14=.38/454, 11-13=-2680/650 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=S.Opsf; h=1611; Cal. • 11; 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) •Alf plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom • chord live load noncancurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. r 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5861b uplift atjoint 2 and 4841b uplift at joint 13. LOAD CASE(S) Standard \GENgF.`��ij/ /7 PE 7 of \t I -p ISTAVFF 11 Job Truss Truss Type Oty Ply Renton-Jem-Mission AS Hip ' 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Thu Jan 3010:31:06 Page: 1 ID:2sh1EI3nLbeVfioTgHhri9LyPCD?-uoRT H?OITfzJMOPpz?SIFUPeCDgfnA_v155A_zgCd3 2L9 1 6-94 62-12 t4. 7 4 8-2-12 111-0 Scale=1:78.4 Plate Offsets (X, Y):[5:0-6-0,0-2-8],17:0-6-0.0-2-8],[10:Edge,0-3-8],111:0-2-8,0-1-121,[18:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.16 14-15 *99 240 MT20 244/19D TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.38 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Hom(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 264 lb FT=10% LUMBER TOP CHORD 2x4 SP M 31 'Except' T3:2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1:2x4 SP M 31 WEBS 20 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-6 oc bracing. WEBS 1 Row at midpt 4-15, 6-14, 8A2 REACTIONS (lb/size) 2=2183/0-8-0, (min. 0-1-13), 10=2006/ Mechanical, (min. 0-1-8) Max Horiz 2=245 (LC 8) Max Uplift 2=-567 (LC 8). 10=-463 (LC 9) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3737/835, 3A=3493/860, 4-5=-2903/683, 5-6=2651/684, 6-7=-2651/684, 7-8=2700/614, 8-9=-2738/633, 9-10=-1955/482 BOT CHORD 2-17=-844/3197, 16-17=-844/3197, 15-16=-844/3197; 14-15=-542/2478, 13-14=-396/2293, 12-13=-396/2293, 11-12=-501/2389 WEBS 4-17=0/370, 4-15=-831/432, 5-15=-126/604, 5-14=-231/444, 6-14=-537/315, 7-14=277/694, 7-12=-42/355, 8-12=-214/256, 8-11= 467/208, 9-11=-497/2398 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=S.Opsf; h=16ft; 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) Tbis 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 567lb uplift at joint 2 and 463 lb uplift at Joint 10. LOAD CASE(S) Standard A. ��� �.�GENSF♦��L-�i PF 78n51 ; 0 't♦ STAJbF f 4. - ///�i�ss/0jN1Alll�0 G\\\\ 14 Job Truss Truss Type Oty Ply Renton -Jeri Mission A6 Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8,31 S Aug 132g19 Print: 8.310 SAug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31.06 Page: i ID:75kSEvHWoMdf4ShhHUEjOyPCBR-uoRT_H?OlTfzJMOPpz?5iFUTtCCkfV JIi5A_zgCd3 I241-9I rss r-zt°z I so �I e-o-o sa I az-1z <-te'ia1 Scale = 1:78.4 Plate Offsets (X, Y):[5:0-2-8,0-2-4],[9:0-2-8,0-2-4],[12:0-2-8,0-1-8],[13:0-2-0,0-2-0],[20:0-2-2,0-1-0] Loading (psf) TOLL (roof) 20.0 TCDL r 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2D17/TPI2014 CSI TO0.53 BC 0.94 WB 0.89 Matrix-S DEFL in Vert(LL) 0.19 Vert(CT) -0.47 Horz(CT) 0.17 (loc) I/dell Ud 16-18 >999 240 16-18 >999 180 12 We n/a PLATES GRIP MT20 244/190 Weight: 262 lb FT=10% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP M 31'Except* T3,T4:2x4 SP No.2 bearing plate capable of withstanding 547 lb uplift at joint BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP M 31 2 and 440lb uplift at Joint 12. WEBS 2x4 SP No.3 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-18, 6-16, 8-14 REACTIONS (Ib/size) 2=2183/0-8.0, (min. 0-2-9), , 12=2006/ Mechanical, (min. 0-1-8) Max Hodz 2=227 (LC e) Max Uplift 2=447 (LC 8). 12=440 (LC 9) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-3771/814, 3A=-3556/836, 4-5=-3069/781, 5-6=-2650/746, 6-7=-2954/799, 7-8=2954l799, 8-9=-2383/668, 9-10=-2771/691, 10-11=-2591/582, 11-12=-1961/455 BOT CHORD 2-19=830/3235, 18-19=-830/3235, 17-18=-748/2964, 16-17=-748/2964, 15-16=-69112873, 14-15=-69112873, - 13-14=-479/2269 WEBS 4-19=0/310,4-18=-686/373,5-18=-147/887, , 6-18=644/304, 8-16=-27/295, ' 8-14=-896/355, 9-14=-140/749, 10-1 4=- 1 26/283,10-13=-592/217, 11-13=-492/2326 NOTES 1) unbalanced roof live loads have been considered for this\GEN$F�`��/j design. 2) Wind: ASCE 7-10; Vult=100mph (3-second gust) T BCDL(twee h=16ft; Cat. CDL=0.18; V: \ _� ' \\ PE 76OG ' [ --5 Exp C4mph; II; Exp C; Encl., Cpi=S.18; WFRS MWFRS (envelope); I 1, i • , Lumber DOL=1.60 plate grip DOL=1.60 = ylr 3) Provide adequate drainage to prevent water ponding. -p I1 STAT OF 4) Ali plates are MT20 plates unless otherwise indicated. 5) .This truss has been designed for a 10.0 psf bottomx` i y q 7 � � •%fi j �� \ �j/ chord live load nonconcurrent with any other live loads. .C� �`� GR]DI`' - 6)-' Refer to girder(s) for truss to truss connections. ////SSjonIAL S'S'\\\\\ Job Truss Truss Type Oty Piy Renton-Jem-Mission A7 Hip 1 1 Job Reference (optional) southern Truss, FL Pierce, FL, 34951 Run: 8.315 Aug 13 2019 Pent: 8.310 5 Aug 13 2019 IdiTex Industries, Inc. Thu Jan 30 10:31:08 Page: 1 ID:OySgLXSgr g518yXvPn6etyPrA:CuoRT H7Ofifr mOPp ?SiFUOSCDp88_vN5A_agCd3 2-1-9 G9i 6-242 6-2-12 3 5x7= 2.4. axe• US, SO, 6944 722-13 272-13I A2-13 bid I I 3111 Scale = 1:78.4 Plate Offsets (X, Y): [3:0-2-8,0-3-0], [4:0-5-4,0-2-81, [8:0-5-4,0-2-8], (11:0-2-12,0-1-8], [12:0-3-4,0-1-8], [20:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 C51 DEFL in floc) VdeO L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.25 15-16 >999 240 MT20 244/190 TCDL r 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.52 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES 11 0.85 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2017FFP12014 Matrix-S Weight: 2611b FT=10% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 *Except* T3,T4:2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-0 oc bracing. REACTIONS (lb/size) 2=2183/0-8-0, (min. 0-2-9), 11=2006/ Mechanical, (min. 0-1-8) Max Horiz 2=208 (LC 8) Max Uplift 2=-524 (LC 8). 11=475 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. , • TOP CHORD 2-3=-3803/918, 34=-3229/885, 4-5=-3437/1026, 5-6=-3437/1026, 6-7=-3437/1026, 7-8=3310/966, 8-9=-2807/761, 9-10=-2383/587, 10-11=-1968/485 BOT CHORD 2-19=893/3267, 18-19=89313267, 17-18=-751/2802, 16-17=-7512802, 15-1 6=878/3310,14-15=-541/2419, 13-14=.54112419,12-13=-49312095 WEBS 3-19=01265, 3-18=-542/307, 4-18=79/476, 4-16=381/963, 5-16=542/312, 7-15=-699/372, 8-15=-051/1270, 9-13=179/486, 9-12=737/254, NOTES 10-12=.522/2218 1) Unbalanced roof live loads have been considered for this 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust)��OEi�SF\�`� Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psh h=16ft; Cat. _� 7 'Lumber C; Encl., GCpi=0.gri MWFRS (envelope); J PE 7_ 06*= ' Lumber DOL=a a drainage plate grip prevent 1 3j-Provide adequate drainage to prevent water pending. 1� �r- 4) All plates are MT20 plates unless otherwise indicated. r -O t1 STA F / 5) This truss has been designed for a 10.0 psf bottom i x 7 7 P:' .chard live load nonconcurrent with any other live loads. 6j Refer to girder(s) for truss to truss connections. 7) - Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 524 lb uplift atjoint 2 and 475 RF- rpllft at joint It I Job Truss Truss Type pry Ply Renton-Jem-Mission A8 Common 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 20191diTek Industries, Inc. Thu Jan 3010:31:06 Page: 1 — ID:2BPo9Hceo7X9mUYksFRpdyPc77-uoRT_H701Tfz1M0Ppz7SIFWICBFfIf_vIs5A_z;Cd3 1.1V i 2,.vn i 2a.no i ,s.nt i M3 i6-2 6-03 2-0.3 56. 4x6= 0-8-6 a-3.1scale = 3 0-3-13 Plate Offsets (X, Y): [2:0-3-8,Edge],[11:0-2-0,0-2-12],[13:0-2-10,Edge),[18:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) /del L/d PLATES GRIP TCLL (roof) 4 20.0 Plate Grip DOL 1.25 TO, 0.41 Ven(LL) -0.14 2-17 >999 240 MT20 244/190 TCDL ] 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.33 2-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 225 lb FT=10% LUMBER TOP CHORD 2x4 SP M 31 'Except' T4:2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4.0-9 oc purllns, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS (lb/size) 2=1849/0-8-0, (min. 0-2-3). 11=1670/0-5-9,(min. 0-2-0) Max Horiz 2=313 (LC 8) Max Uplift 2=-536 (LC 8), 11=-427 (LC 9) • FORCES (lb)- Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2995/791, 3-4=-2800/825, 4-5=-2628/850, 5-6=-2094/688, 6-7=A890/606, 7-8=-1373/467, 8-9=-1544/462 BOT CHORD 2-17=-864/2534, 16-17=-649/2109, 15-16=-649/2109, 14-15=-308/1442, 13-14=-364/1662, 12-13=-364/1662, 11-12=-266/1064 WEBS 6-14=-201/444, 7-14=-273/310, 7-12=621/186, 9-12=-87/692, 6-15=-341/884, 5-15=-754/455, 5-11=-297/570, 3-n=-3os/z74, s-1r--lsOnan NOTES \�� rM 3L /// 1) Unbalanced roof live loads have been considered for this \\ \p•,= � design. \'/ \GENS���� 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) \ 4?/ V F Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16k; Cat. L Exp C; Encl., G plate 18; MWFRS (envelope); 1 PE 7�1�rJ Lumber COL=1.60 plate grip DOL=1.60 I --O 3)- This truss has been designed for a 10.0 psf bottom .— L.- chord live load nonconcurrent with any other live loads. ( / 4) Provide mechanical connection (by others) of truss to i N�1t STATF71 F y bearing plate capable of withstanding 536 lb uplift at joint'•Z7•%d �<C/ 2 and 427 lb uplift at Joint 11. jO,p LOAD CASE(S) Standard - " '- /ON \\ O I/ Job Truss Truss Type Oty Ply Renton-Jem-Mission A9 Common 2 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industnes, Inc. Thu Jan 30 10:31:07 Page: i ID:CARybkEF7uE7Bv_aanCwmnyPbyTNTTiCc00WnngxWzcNhWKETOWQcUO9v87PbeiRgcd2 �- 3be H-11 6A3 MH 7-10.2 6d3 3-1.11' 5x5= 34- NOP2x a Scale =1:66.6 All}J43 }}13 0.3.13 3Ed Plate Offsets (X, Y): [2:0-3-8,Edge],[11:0-2-0,0-2-8],]18:0-2-2,0-1-0] Loading (pat) TCLL (roof) - 20.0 TCDL 1• 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/1-PI2014 C51 TC 0.99 BC 0.97 WB 0.88 Matrix-S DEFL in (loc) Vert(LL) -0.15 2.17 1 Vert(CT) -0.35 2-17 Horz(CT) 0.11 11 I/detl L/d >999 240 >999 180 n/a n/a PLATES GRIP MT20 244/190 Weight: 223 lb FT=10% LUMBER TOP CHORD 2x4 SP M 31'Excepl' T1,T4:2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1Row at midpt 7-12 REACTIONS (Ib/size) 2=1824/0-8-0, (min. 0-2-2), 11=164510-8-0, (min. 0-1-15) Max Hertz 2=321 (LC 8) Max Uplift 2=-530 (LC 8). 11=-418 (LC 9) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=29451779, 34=2749/814, ' 4-5=-2578/838, 5-6=2041/675, 6.7=-1811/583, 7-8=-11711407. 8-9=-1342/402 " BOT CHORD 2-17=-862/2490, 16-17=-647/2063, 15-16=-64712063, 14-15=-30611395, 13-14=-34811560, 12-13=-348/1560. 11-12=214/840 WEBS 6-14=-182/389, 7-14=-215/290, 7-12=759/219, 9-12=117/813, 6-15=-341/884, 5-15=-754/455, 5-17=-208/573, 3-17=-309/274, 1 1 1 � � 9-11=-1812/460 11/11 NOTES 1) Unbalanced roof live loads have been considered for this \\\\\ B( design. 2) Wind: ASCE 7-10; Vult=1 60mph (3-second gust) �\ Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. IF, C; End., G MWFRS (envelope); /. PE 7Vol plate grip Lumber DOL=1.60 plate grip DOL=1.60 Lumber I& ) —D 5)• All plates are MT20 plates unless otherwise indicated. I V )� 4) This truss has been designed for a 10.0 psf bottom 1 / U 1` STrA F cjiord live load noncencument with any other live loads. / � •-%0 77J �� 5)_ Provide mechanical connection (by others) of truss to bearing capable of withstanding 530 to uplift atjolnt i �` A 1 \ plate ' �G\ 2 and 418 lb uplift atjoint 11._ — \\ ///— LOAD CASE S) Standard - I— \\\\ Job Truss Truss Type Oty Ply Renton -Jam -Mission A10 Roof Special 1 1 Job Reference (optional) Southem Truss, Ft. Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print 8.310 SAug 13 2019 MiTek Industries, Inc. Thu Jan 30 10:31:07 Page:1 - "- T IDXNoPGPx i5LN5RTxhphlSyPbY-N??rCc00WnngxWzc hWKETOXDcbnC9I87PbeiRzgCd2 L2-0 r 2-1-9 I J3H 683^ ]-00.2 i ]-10.2 I e-11-0 1 1-2-0 US' 3.6- NOMSTP Scale =1:66.9 434 ? 2 S1II 83.13 3S6 Plate Offsets (X, Y):[11:0-2-0,0-2-8],[18:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(L-) -0.15 2-17 -999 240 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0,36 2-17 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.89 Horz(CT) 0.09 11 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 223 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B1:2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-3-1 oc bracing. WEBS IRow at midpt 8-12 REACTIONS (lb/size) 2=1824/0-8-0, (min. 0-1-8). 11=1645/0-8-0,(min. 0-1-15) Max Horiz 2=338 (LC 8) Max Uplift 2=529 (LC 8). 11=-420 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2932IR82, 34=2698RBO, 4-5=-2527/804, 5-6=2039/673, 6-7=-1683/579,7-8=1817/547, 8-9=-1327/358 BOT CHORD 2-17=-881/2480, 16-17=660/2066, 15-16=66012066,14-15=319/1393, 13-14=-362/1566, 12-13=362/1566, 11-12=153/544 WEBS 3-17=308/270, 5-17=-179/541, 5-15=-765/453,6-15=-344/884, 6-14=-180/398, 8-14=-222/290, 8-12=815/251, 9-12=-166/983, 9-11=-1766/497 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=16ft; 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)= Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420lb uplift at joint 11 and 529 to uplift at Joint 2. LOAD CASE(S) Standard L0 Job Truss Truss Type Dry Ply Renton-Jem-Mission A11 Roof Special 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Pnnt: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 30 10:31:07 Page: 1 ID:06IIXWIiKTml ru7UbW1APyPb10-NPPrCc00WnngxWzcNhWKETOXMca8O9187PbeiRzgCd2 i 2� i 7-mil �i-o.3 MH ] ilia-z F ait.e i za 1 5m 10 i 4.6- N0P2XSTP Scale= 1:66.6 i°-'-e +.ao i 'apt '0E 4s.en 3-0-12 1 Plate Offsets (X, Y):[10:0-2-8,0-1-0],[11:0-1-8,0-2-0],[17:0-2-2,0-1-0) Loading lost) Spacing 2-0-0 CS' DEFL in (loc) "del Ud PLATES GRIP TCLL (roof) T 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.15 2-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.36 2-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 227 lb FT=10% LUMBER TOP CHORD 2x4 SP M 31 *Except* T4,T1:2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1:2x4 SP M 31 WEBS 2z4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. WEBS 1 Row at midpt 7-11 REACTIONS Qb/size) 2=182410-8.0, (min. D-1-8), 10=164510-8-0,(min. 0-1-15) Max Hertz 2=370 (LC 8) Max Uplift 2=-525 (LC 8). 10=-425 (LC 9) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2934(/75, 3-0=26997773, 4-5=-25271798, 5-6=-2039/666, 6.7=-1810/556, 7-8=1228/343, 8-9=-1044/246, 9-10=-1641/418 BOT CHORD 2-16=-907/2480, 15-16=-685/2055, 14-15=-685/2065, 13-14=-34611395, 12-13=-382/1556, 11-12=382/1556 WEBS 3-16=309/271, 5-16=-179/543, 5-14=-7631451, 6-14=343/880, 6-13=158/390,7-13=-207/269, 7-11=-8101251, 8-11=753/270, 9-11=-43211852 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=16ft; Cat. II; Exp C; Encl.. GCpi=0.1-8; MWFRS (envelope); Limber DOL=1.60 plate grip DOL=1.60 3)' Provide aeaquate drainage to prevent water pending. 4). All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) • Provide mechanical connection (by others) of truss to • bearing plate capable of withstanding 425111 uplift at joint 10 and 525 lb uplift at joint 2. LOAD CASE(S) Standard PE 7 051 `tt I I STATEq F f Job Truss Truss Type Oty Ply Renton-Jem-Mission Al2 Roof Special 1 1 I Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print 8.310 SAug 13 2019 MITek Industries. Inc. Thu Jan 30 10:31.07 Page: 1 — ID:sleROGRyK3 Hg64pXpTYpyPb9O-N7'lrCc00WmgxW=NhWKET0bGc6 Atl87PbelRz Cd2 U11- Wx 3x6= 31R-tt 31Sa-11� - -- --Dcn 31-1D 1A-0 0.613 i 5afin 444 Safi- 3x8= 34- 3x4• 3x4• 44- 3x4• NOP2x STP scale =1:63.2 a.3.n 12e a+Fn 90.41 aa.an ae.e.n 6b11 6]-3 ]dJ ]-]-1 &}10 2-115 Plate Offsets (X, Y):[6:0-3-0,0-2-0],[8:0-3-0,0-2-0],[11:0-3-0,0-2-0],[14:0-2-0,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) I/dell L/d PLATES GRIP TCLL (roof) - i 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.13 19 >999 240 MT20 2441190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.30 18-19 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.77 Horz(CT) 0.11 14 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 234 lb FT=10% LUMBER 7) Refer to girder(s) for truss to truss connections. TOP CHORD 2x4 SP No.2 *Except' T1:2x4 SP M 31 8) Provide mechanical connection (by others) of truss to BOT CHORD 2x4 SP No.2 bearing plate capable of withstanding 414 lb uplift at joint WEBS 2x4 SP No.3 14 and 441 Ib uplift aljolnt 1. SLIDER Left 2x4 SP No.3-34-2 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6A-7 oc bracing. WEBS 1 Row at midpt 5-18, 9-18 REACTIONS (lb/size) 1=1636/ Mechanical, (min. 0-1-8), 14=1636/0-8-0,(min. 0-1-15) Max Horiz 1=316 (LC 8) Max Uplift 1=-441 (LC 8), 14=414 (LC 9) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2865f723, 2-3=2756/745, 3.4=-2355/638,4-5=2267/656, 5-6=-1692/508,6-7=1411/513, 7-8=-1411/513, 8-9=-1688/529, 9-10=1738/472, 10-11=-857/260, 11-12=948/258 BOTCHORD 1-21=861/2398,20-21=-861/2398, 19-20=-86112398.18-19=-63312027, 17-18=-34111558. 16-17=.34111558, 15-16=-312/1312, 14-15=-87/311 WEBS 3-21=0/254, 3-19=-438/260, 5-19=-55/444, 9-16�268/147,1 12-14=-1461/414 5-18=-859/425s90 80 8299 2285495, \\\2— /P \ NIE_B� NOTES 1) Unbalanced roof live loads have been considered for this _� \ d; Exp ) PE 7"//4(; 2)' Wind: ASCE 7-10; Vult=160mph (3-second gust) I iVasd=124mph; TCDL=5.Opsh BCDL=5.Opsf; h=16ft; Cat. II; Lumber C; OL=1 GCpi to grip MWFRS (envelope); 1 -p 1 STA Lumber adequate plate grip prevent PO ;` , -2O3) Provide adequate drainage to preventwaterponding. i �7 D_ 4) All plates are MT20 plates unless otherwise indicated. 5)4 All plates are 3x4 MT20 unless otherwise indicated. \\\ 6) This truss has been designed for a 10.0 psf bottom �/� EN\�� char(I live load nonconcuvent with any other live loads. `s�ONAL /'I Job Truss Truss Type Qty Ply Renton-Jem-Mission A13 Roof Special 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Avg 13 2019 PdnC 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 30 10:31:07 Page:1 ID:AGkeGXIKfZ24sOwli HiSoyPb7h-N77rCc00WnngxW=NhWKETOXMcXOOA887PbeIRzgCd2-- 26-3-8 7 6-te-0 0. -12 M 6-0-0 SB-11 1-&0 568 0-0-13 sx4= 4s4- 3 4 1 IW 1.4. tx4u 26374x41� 3x0= 3x4= 3.8. y4n 5 {Z NOMs% 5 <- 4 0 -0 Scale = 1:59.9 650 2-t-12 5-0-2 0. -2 5-10i L541 5A-0 Plate Offsets (X, Y):[1:0-3-8,0-3-0],[2:0-3-8,0-2-4],[3:0-2-4,0-2-8],[4:0-2-4,0-2-4],[7:0-24,0-1-8],[9:0-2-0,0-1-8],[12:0-6-4,0-3-0],[13:0-1-10,0-0-4],[14:0-3-0,0-14] , Loading (Pat) Spacing 2.0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL(roof) - 4 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(L-) -0.15 12-13 >999 240 MT20 244/190 TCDL r 15.0 Lumber DOL 1.25 BC 1.00 Ven(CT) -0.37 12-13 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 244 lb FT=10% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 *Except* T1:2x4 SP M 31 bearing plate capable of withstanding 3741b uplift at joint BOT CHORD 2x4 SP N0.2 *Except* F2:2x4 SP No.3 8 and 3821b uplift at joint 19. WEBS 2x4 SP No.3 *Except* W I:2x4 5P No.2 LOAD CASE(S) Standard OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 3-11, 5-11 REACTIONS (lb/size) 8=149110-8-0. (min. 0-1-12), 19=145610-5-0,(min. 0-1-8) Max Horiz 19=-172 (LC 9) , Max Uplift B=-374 (LC 9), 19=-382 (LC 8) FORCES (Ib)- Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 1-2=.1951/481, 2-3=-1605/425, 3-4=-1299/450,4-5=-15351435, 5-6=-1116/364, 6-7=-1323/343, 7-8=.1445/393 BOTCHORD 12-13=-537/2114,11-12=-25111339, 10-11=-283/1324, 9-10=-283/1324 WEBS 1-13=-503/2099, 2-13=-578/243, 2-12=-928/347, 3-12=-47/364,4-11=-45/326, 6.9=-32/324, 7-9=-254/1289, 5-9=-889/229, 1-19=-1504/399 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=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Pfovide adequate drainage to prevent water ponding. 4)' All plates are MT20 plates unless otherwise indicated. 5)IThis truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 6) Bearing atjoint(s)19 considers parallel to grain value • using ANSI/TPI 1 angle to grain formula. Building • designer should verify capacity of bearing surface. I. \\ PF 7A(151 0'1\ STATEbF J� l3 Job Truss Truss Type Oty Ply Renton-Jem-Mission A14 Roof Special 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL.. 34951 Run: 8.31 S Aug 132019 Print: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:08 Page: 1 - -- -- ID:1Ww69WbgsGCW5nYFalgdsyPbS.rBZEPylfG5vhYgYoxOlZngZhKOuH7eUHM3LBEugCdl ] ] G3-0 2.10-0 2-teA S!M 541-0 i-9A 1.8-0 TAA ' 12 8 r 4.4- U4e 4A- 1x4o7.399 1% 3x8= 3x4- 3x8= 34W= 3x4n 4$!�5 NOPMSTP 9 ]-1 !E GSA 12'-A11 9418 358 7As 2-Gt Smote=159.] Plate Offsets (X, Y):[1:0-3-8,0-3-0],[3:0-5-4,0-2-0],[6:0-2-4,0-2-0],[8:0-0-3,0-2-4],[9:0E0,0-2-8],[10:0-1-0,0-2-0],[16:0-2-8,0-1-0],[17:0-5-0,0-2-8],[18:0-3-0,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (root) T 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.22 13-15 >999 240 MT20 244/190 TCDL - 15.0 Lumber DOL 1.251 BC 0.87 Vert(CT) -0.50 13-15 >795 180 BCLL 0.0 Rep Stress Incr YES 11 0.73 Horz(CT) 1 0.12 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 1 Matrix-S Weight: 261 lb FT=10% LUMBER 6) Bearing aljoint(s) 21 considers parallel to grain value TOP CHORD 2x4 SP No,2 •Except• T6:2x4 SP M 31 using ANSI?PI 1 angle to grain formula. Building BOT CHORD 2x4 SP No.2 *Except* F2:2x4 SP No.3 designer should verily capacity of bearing surface. WEBS 2x4 SP No.3 7) Provide mechanical connection (by others) of truss to OTHERS 2x6 SP No.2 bearing plate capable of withstanding 351 Its uplift atjoint BRACING 11 and 40211a uplift atjoint 21. TOP CHORD Structural wood sheathing directly applied or 8) Graphical pudin representation does not depict the size 2-2-0 oc pudins, except end verticals. or the orientation of the purlin along the top and/or BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bottom chord. bracing. LOAD CASE(S) Standard WEBS 1 Row at midpt 5-15, 5-13 REACTIONS (lb/size) 11=1491/0-8-0, (min. 0-1-12), - 21=1456/0-5-0,(min. 0-1-8) Max Horiz 21=-185 (LC 9) Max Uplift 11=-351 (LC 9). 21=402 (LC 4) FORCES (Ib) - Max. Comp./Max. Ten. -Al forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1574/482, 2-3=1574/482, 3-4=-1618/481, 4-5=-1433/443, 5-6=-1359/436,6-8=13481422. 8-9=-13701407, 9.10=-1478/366, 10-11=1417/384 BOTCHORD 16-17=-36711733,15-16=317/1485, 14-15=340/1507, 13-14=340/1507, 12-13=-245/1215 WEBS 1-17=493/1852, 2-17=-002/224, 3-16=-845/177,4-15=-108/437, 5-15=-256/124, 5-13=-377/164, 6-7=-57/278, 9-13=-115/432, 9-12=-464/164, 10-1 2=-259/1299,1-21=-I475/408 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vbsd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Al plates are MT20 plates unless otherwise Indicated. 5)- This truss has been designed for a 10.0 psf bottom 74 chord live load nonconcunent with any other live loads. NMI-IBA / //i \GENSF` ����i I 51 i -0 STA� F j O IAIG \\�� �q Job Truss Truss Type Qty Ply Renton-Jem-Mission A15 Roof Special 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL, 34951 Run: 8.318 Aug 13 2019 Pint: 6.310 8 Aug 13 2019 MiTek Industries, Inc. Thu Jan 30 10:31:08 Page:1 ID:bpAb78z EzIYviUHMVnzyAyPamA.rBZEPylfG5vhYgYoxOlZngZizOwo7eAHM3LBE[ gCd1' _ q ]-10 12 5 -- U4= 1x4a 4x8= tx4u 1.4. 28-2-13 5 29 -9 -0 3 - 9 -5- G58 3dE 5 - ]-10-0 23-0 544 0.-12 4<-t5 g. scale = 1:59.3 2.2-9 Plate Offsets (X, Y): [1:0-3-8,0-3-0], [2:0-2-8,0-2-4], [5:0-5.8,0-2-41, [6:0-1-4,0-2-0], [7:0-2-8,0-1-0], [11:0-54,0-4-12], [11:0-0-10,0-4-12], [12:0-1-13,0-0-8], [13:0-3-0,0-1-81 Loading (list) Spacing 2-0-0 Cat DEFL In floc) Well L/d PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(L-) -0.13 10-11 >999 240 MT20 2441190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.31 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.12 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-S Weight: 232 lb FT=10% LUMBER 8) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 *Except* T1:2x4 SP M 31 bearing plate capable of withstanding 379 lb uplift at joint BOT CHORD 2x4 SP No.2 *Except* F2,F4:2x4 SP No.3 7 and 412 lb uplift at joint 19. WEBS 2x4 SP No.3 *Except' W1:2x4 SP No.2 LOAD CASE(S) Standard OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. REACTIONS (lb/size) 7=1478/0-4-8, (min. 0-1-12), 19=1443/0-5-0,(min. 0-1-8) Max Horiz 19=132 (LC 9) Max Uplift 7=-379 (LC 4), 19=-412 (LC 4) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. ' TOP CHORD 1-2=-1836/546, 2-3=1687/533, 3-4=-1740/594,4.5=-1740/594, 5-6=-1409/407, 6-7=-1415/407 BOTCHORD 11-12=-527/2077, 10-11=-364/1474, 9-10=-285/1157, 8-9=.285/1157 WEBS 1-12=-517/1978,2-11=-999/307, 3-10=-152/457,4-10=-629/363, 5-10=284/848, 5-8=445/226, 6-8=-312/1269, 1-19=-1486/429 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=161t; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), ore Standard Industry Gable End Details as applicable, 1 PE 7 ' or consult qualified building designer as perAN51/TPI 1. I 7 PP I 4). Provide adequate drainage to prevent water ponding. V 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom i t\ STAT d y chord live load nonconcurrent with any other live loads. 0x` ,F' •z - 7) Bearing at joint(s)19 considers parallel to grain value // . N\4 0R1p �G\`1 \\ 'using ANSVrPI 1 andleto grain formula. Building / (� designer should verify capacity of bearing surface. ///SOVAL Jab - Truss Truss Type Ory Ply Renton-Jem-Mission A16 Roof Special Girder 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 KTek Industries, Inc. Thu Jan 3010:31:08 Page:1 '- - ID: AT3074DQmhGgKdGkmcoyPaMs-rBZEPylfG5vhYgYoxOlZngZIEOxy7cnHM3LBEtzgCdl It -11- - 7 6-312 2-0-0 11 fii-11 fi-611 5.0.0 16 15 14 13 12 11 2610 27 29 26. 3xfie 3r8= 3x4= U4u 3x4-3x0= Sx8= 5.14- 4x5n JUS24 JUS24 JUS24 5 8 5-a-4 2-t0-0 39-12 2-0.3 5-&5 qry 6415 4-8-12 Scale = 1:59.9 Plate Offsets (X, Y): [1:0-3-8,0-3-0], [2:0-2-8.0-2-4], 13:0-2-4,0-2-0], [7:0-5-0,0-2-01, [8:0-2-0,0-1-4], [9:0-2-4,0-2-0], [10:0-2-4,0-3-0], [16:0-2-0,0-1-8], [17:0-3-0,0-1-8] Leading (lost) Spacing 2-0-0 CSI DEFL in (too) /dell L/d PLATES GRIP TCLL (roof) T 20.0 Plate Grip COIL 1.25 TC 0.73 Vert(LL) 0.11 11-13 >999 240 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.22 13-15 >999 180 BCLL 0.0 Rep Stress ]nor NO WB 0.84 Horz(CT) 0.15 22 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Maldx-S Weight: 262 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 *Except* T1:2x4 SP M 31 BOT CHORD 2x4 SP No,2 *Except' B3:2x4 SP M 31, B4:2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W1:2x4 SP M 31, W 10:2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2.16, 4-15.4-11 REACTIONS (Ib/size) 22=321810-4-8, (min. 0-1-8), 23=1829/0-5-0, (min. 0-1-8) Max Horiz 23=-80 (LC 9) Max Uplift 22=-1149 (LC 4), 23=-568 (LC 4) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-24=-1296/440, 24-25=1297/440, 2-25=-1297/440, 2.3=-1648/554, 3-4=-1440/502, 4-5=-1879/715, 5-6=-1879/715, 6-7=-1879/714, 7-8=-1541/580, 9-22=-256/768, 18-22=-2437/888, 8A8=-2450/894 BOT CHORD 15-16=-39911329, 14-15=-626/1923, 13-14=-62611923, 12-13=-62611923. 11-12=-62611923, 11-26=-47411332, 10-26=479/1345 WEBS 1-16=-545/1B33, 2-16=-1373/474, 2-15=-136/310, 3-15=-123/439, 4-15=-795/304, 4-13=0/267, 6-11=-484/279, 7-11=-046/873, 7-10=-729/568, 8-10=-781/2195, 1-23=-1977/623 5) Bearing at jolnt(s) 22, 23 considers parallel to grain value using ANSI/TPl l angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11491b uplift at joint 22 and 5681b uplift at joint 23. 7) Use LISP JUS24 (With 4-10d nails Into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 28-1-4 from the left end to 32-1-4 to connect truss(es) CS (1 ply 2x4 SP), C4 (1 ply 2x4 SP), C3 (1 ply 2x4 SP) to back face of bottom chord. 8) Fill all nail holes where hanger Is in contact with lumber. 9) "NAILED" indicates 3-1 Od (0.148"xY) or 3-12d (0.148"x3.25") toe -nails per NDS guldlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2541b down and 14l lb up at 1-10-12 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 Uniform Loads (Ib/ft) Vert: 1-2=70, 2-3=-70, 3-7=-70, 7-8=-70, 9-17=-20 Concentrated Loads (Ib) Vert: 24=-214, 25=-69, 26=-620, 27=-620, 28=-620 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=16ft; 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 pondingr �•--• 4) This truss has been designed for a 10.0 pal bottom chord live loan nonconcument with any other live loads \� i �\GENSF\`�/i PE 7051 \L1 f I V 6 IL STA�T/E�f JF 1 Job Truss Truss Type Oty Ply Renton-Jem-Mission A17 Half Hip 1 1 Job Reference (optional) Southern Tmss, Ft. Pierce, FL., 34951 _ Run: 8.31 S Aug 13 2019 Print: 5.310 5 Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:08 Page: 1 ID:NWve?EIZWOxmMZ7YBZOOMyPaCl-rBZEPy1fG5vhYBYoxOIZngZklGtC7akHM3L6rE 4Ud1 S1-9 SS-e SEE bt1 a-9-5 635 fi-85 4Hd 15d SA<6-9-5 645 69-5 695 E11.1 Scale = I V A Plate Offsets (X. Y):[4:0.5-4,0-2-8],[10:0-24,0-1-8],[11:0-2-0,0-2-0],[12:Edge,0-3-81,[13:0-2-0,0-2-0],[14:0-24,0-1-81,[21:0-2-2,0-1-0] Loading (pso Spacing 2-0-0 CSI DEFL in ('cc) "deft L/d PLATES GRIP TCLL (roof) ' ? 20.0 Plate Grip DOL 1.25 TC 0.79 Ven(LL) 0.36 16-17 >999 240 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.69 16-17 >783 180 I BCLL 0.0 Rep Stress Incr YES WB 0.97 Hom(CT) 0.20 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 2641b FT=10% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP M 31 B07 CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' W6:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 1 Row at midpt 11-12, 11-13 REACTIONS (Ib/size) 2=2183/0-8-0, (min. 0-2-9), 12=20061 Mechanical, (min. 0-1-8) Max Hertz 2=317 (LC 8) Max Uplift 2=-567 (LC 5), 12=-665 (LC 5) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3818/1031, 34=3385/l018, 4-5=-3904/1280, 5-6=4049/1332, 6-7=4049/1332, 7-8=4049/1332, 8-9=-3463/1144, 9-10=-3463/1144, 10.11=.2144/710,11-12=.1944/691 BOT CHORD 2-20=-104813282, 19-20=-1048/3282, 18-19=-948/2955, 17-18=-948/2955, 16-17=1280/3904, 15-16=-1144/3463, 14-15=1144/3463, 13-14=710/2144 WEBS 3-19=402/243,4-19=47/393, 417=484/1216, 5-17=-626/373, 7-16=464/265, 8-16=-243!/58, 8-14=948/422, 10-14=-562/1705, 10-1 3=-1 596/652. 11-13=-907/2742 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., GCpi=0A8; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2)' Provide adequate drainage to prevent water pending. 3), All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x5 MT20 unless otherwise Indicated. 5) T11is 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 buss to r bearing plate capable of withstanding 665 lb uplift atjoint 12 and 567 Ib uplift at joint 2. PE 76051 \�tt I -0 It STA F OR I //CcsSZONA I Job Truss Truss Type Oty Ply Renton-Jem-Mission A18 I Half Hip 1 1 Job Reference (optional) Southem Tmss, FL Pierce, FL, 34951 Scale = 1:78A Run: 8.31 S Aug 13 2019 Print 6.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:09 Page: 1 ID:9y4b8HEcRrJMDz MtSyPeA N7c12H701YAg7 V5ZOJu5x4PKvrs25Rbi4lmJzgCdO 2-M19 1 4941 4-2-t 1 7-3.14 I 7-2-2 7.2-2 I R2-2 7-Y14 Plate Oftsets(X, Y):[4:0-S4,0-2-8],[11:0-2-0,0-1-12],112:0-2-12,0-1-8],[13:0-1-12,0-1-81,[17:0-2-0,0-1-8],[20:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdefl- Ud PLATES GRIP TCLL (roof) .3 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.42 16-17 >999 240 MT20 2441190 TCDL * 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.77 16-17 >696 180 MT20HS 187/143 BCLL 0.0 Rep Stress Inor YES WB 0.90 Horz(CT) 0.16 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 248 lb FT=10% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP M 31 'Except' T1:2x4 SP No.2 BOT CHORD. 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W5:2x4 SP No.2 ' BRACING TOPCHORD Structural wood sheathing directly applied or 2-9-15 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 64-5 oc bracing. WEBS 1Row at midpt 11-12,11-13 REACTIONS (lb/size) 2=218310-8-0, (min. 0-1-13), 12=2006/1viechanical,(min. 0-1-8) ' Max Horiz 2=267 (LC 8) Max Uplift 2=-593 (LC 5), 12=-667 (LC 5) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. ' TOP CHORD 2-3=-3754/1110, 34=-3532/1074, 4-5=4590/1518, 5-6=4978/1645, 6,7=4978/1645, 7-8=-4978/1645, 8-9=4360/1446, 9-10=4360/1446, 10-11=-2744/911, 11-12=1939/694 BOTCHORD 2-19=1082/3222,18-19=993/3109, 17-18=-993/3109, 16-17=-1518/4590, 15-16=4446/4360,14-15=W6/4360, 13-14=-911/2744 WEBS 4-19=8/365,4-17=-666/1744, 5-17=-785/416,5-16=-192/459, ' 7-16=493/282, 8-16=-236/731, 8-14=-885/409,10-14=-634/1915, 10-13=-1571/653, 11-13=-1066/3211 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) E /. 44 i ��G NSF Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. �� II; Exp C; Encl., GCpi=0.1S; MWFRS (envelope); Lbmber DOL=1.60 DOL=1.60 / r i PE 7 051 plate grip 2r Provide adequate drainage to prevent water pending. S). All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom t / cpord live load nonconcurrent with any other live loads. STATEF / 1� %d 5)- Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection truss to i (• �4(/ 0 F (by others) of • bearing plate capable of withstanding 667 lb uplift atjoint OR10 -� -. - �/ r;+` ��___ 12 and 5931b uplift at joint 2. ////SS'��NAi'�N\\\ Job Truss Truss Type Oty Ply Renton-Jem-Mission A19 Half Hip Girder 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., U951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:10 Page: 1 - - *-' ID:Iklv[FxvpbMMPfRiix4nCMyPa7P-JN7cdl2H101YAg7 VSZoJu5u6PCys29Rb141mJzq= zn-s I 7- a I s3�.lz I ua s7-1 I sine I s7.1' 2x4a 1 x5• NAILED Spedal NAILED NAILED NAILED NAILED NAILED NAILED NAIIED NAILED NAILED NAILED NALED NAILED NAILED NAILED NAILED NAILED NAILED NAILED SxJ WB= WMA 11 15-0 i 471 wmw 0 1 = i = 1 I. - - 2a4. D 3x3 40-- 41 19 4218 43" IiJ' 45 46 4,Im 49 15W R 51 52 5313 54 55 56 Sag= 2x4. 3A- 3x5• 4x6• W. Spacial NAILED NAILED NAILED NAILED NAUDED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAII s142 6-2-0 511 D 51-1 G>-1 6-7-1 se-03 Scale = 1:78.4 Plate Offsets (X, Y): [3:0-5-4,0-2-8],[6:0-3-8,Edge],[11:0-24,0-1-B1,I12:0-3.0,0-1-e],[13:0-1-8,0-1-8],I14:0-1-12,0-1-81,[17:0-4-8,0-3-0],[21:0.2-2,0-1-01 Loading (psf) Spacing 2-1-0 CSI DEFL in (lac) VdeO L/d PLATES GRIP TCLL (roof) a 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.20 13-14 >999 240 MT20 2441190 TCDL r 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.32 14-16 >998 180 I BCLL 0.0 Rep Stress Incr NO WB 0.96 Hom(CT) 1 0.07 12 n/a rule BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 2381b FT=10% LUMBER TOP CHORD BOTCHORD WEBS OTHERS BRACING TOP CHORD BOTCHORD WEBS WEBS WEBS 3-20=-1/681, 4-19=-149/1032, 2x4 SP M 31 *Except* T1:2x4 SP No.2 3-19=1310/581, 4-17=3097/1416, 2x4 SP No.2 *Except' B3:2x4 SP M 31 547=888/670, 7-17=-0498/2019, 2x4 SP No.3 *Except* W5:2x4 SP No.2 7-16=0/561, 7-14=914/2043, 8-14=-686/569, 2x4 SP No.3 8-13=-388/176, 10-13=-968/731, 11-13=1371/3046 Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 11-12, 3-19, 4-17. 11-13 2 Rows at 1/3 pts 7-17 REACTIONS (Iblsize) 2=1009/0-8-0, (min. 0-1-8), 12=1940/ Mechanical,(min. 0-1-8), 17=504610-6-0,(min. 0-5-15) Max Hertz 2=217 (LC 8) Max Uplift 2=404 (LC 8), 12=869 (LC 4). 17=-2284 (LC 5) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-1291/508, 4-25=-1197/2662, 25-26=-1197/2662, 26-27=-1197/2662, 5-27=1197/2662, 5-6=-11972662, 6-28=-1197/2662, 28-29=-1197/2662, 29-30=-11972662.7-30=-1197/2662, 7-31=3094/1394,31-32=-3094/1394, 32-33=-3094/1394, 8-33=-3094/1394, 8-9=-2753/1239, 9-34=-2753/1239, 34-35=-2753/1239, 35-36=-2753/1239, 10-36=-2753/1239, 10-37=-2753/1239, 37-38=2753/1239, 38-39=2753/1239, 11-39=-2753/1239, 11-12=-18141919 BOTCHORD 2-20=52111041, 20-40=521/1060, 40-41=521/1060, 19-41=521/1(360, 17-45=-595/1297,4546=-595/1297, • 4647=-595/1297,16-47=-595/1297, 16-48=.59511297,48-09=-59511297, 1549=-595/1297, 15-50=-595/1297, 14-50=-595/1297, 14-51=-1394/3094, 51-52=139413094,52-53=-1394/3094, 13-53=1394/3094 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh 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) Provide adequate drainage to prevenlwater pending. 3) All plates are MT20 plates unless otherwise indicated, 4) This truss has been designed for a 10.0 psf bottom chord live load 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 Mthstanding 869lb uplift atjoint 12, 404 Ib uplift at joint 2 and 2284 Ib uplift atjoint 17. 7) "NAILED" Indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 297 lb up at 7-0-0 on top chord, and 292 lb down and 109 lb up at 7-0-0 on bottom 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 Uniform Loads (Ib/ft) Vert: 1-3=70, 3-11=-70, 2-12=-20 Concentrated Loads (lb) Vert: 3=183, 20=265, 4=131, 19=-46, 14=46, 8=-131, 23=.131, 24=-131, 25=-131, 26=-131, 27=-131, 28=-131, 29=-131, 30=-131, 31=-131, 32=-131, 33=-131, 34=-131, 35=-131, 36=-131, 37=-131, 38=-131, 39=-131, 40=46, 41=-46, 42=-46, 43=46, 44=46, 45=46, 46=46, 47=46. 48=-46, 49=-46. 50=-46, 51=-06, 52=-46, 53=-46, 54=-06, 55=46. 56=46 �\�Q �P� NENB f % PE A051 n o v STA i7,F `4�ONAL ENG M Job Truss Truss Type Dly Ply Renton-Jem-Mission B1 Half Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8,310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 30 10:31:11 Page: 1 -- - -- tD:M3lpZOtnbeeGAd6AZKfudyPe50.nah_ge2vci9Po-182p4ls5e8FpbKbYgegNglJlzqCd7 }n.e a.e.e ran.n rasfi }clan 1 6a v}.}.o 1 }-1-9 1 69d 62-12 65d b5a -14 fi.0.0 1i1.19 }}.Bll '1}.1.9 1 6-9d 1 6dA 8-fH 411d Scale= 1:59.7 Plate Offsets (X, Y): [2:0-0-12,Edge],[3:0-2-8,0-3-0],(4:0-2.4,0-2-4],[9:0-1-12,0-2-12],[15:0.2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL (toc) VdeO L/d PLATES GRIP TCLL (roof) - { 20.0 Plate Grip DOL 1.25 TC 0.57 LL) Vert(8 -0.1in 9-10 >999 240 MT20 2441190 TCDL - * 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) I -0.38 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Hom(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 187 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Nc.2 *Except* B3:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-OA oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 1 Row at midpt 5-12. 7-9 REACTIONS (lb/size) 2=1621/0-8-0, (min. 0-1-15), 9=1440/ Mechanical, (min. 0-1-8) Max Holtz 2=367 (LC 8) Max Uplift 2=-415 (LC 8). 9=470 (LC 5) FORCES (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-26101593, 34=2014/548, 4-5=-1716/531, 5-6=1510/459, 6-7=-15101459 BOT CHORD 2-14=-727/2215, 13-14=-727/2215, 12-13=-72712215. 11-12=-57111730, 10-11=-571/1730, 9-10=-403/1184 WEBS 3-14=01255, 3-12=.578/320, 4-12=-09/498, 5-10=499/252, 7-10=1271740, 7-9=-1641/564 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This Wss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 470 lb uplift at joint 9 and 415 lb uplift at Joint 2. LOAD CASE(S) Standard STA b77F fZz iWAL. Job Truss Truss Type Oty, Ply Renton-Jem-Mission B2 Half Hip 1 1 Job Reference (optional) n0uthem 1N55, K. Vierce, KL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Thu Jan 3010:31:11 Page: 1 ID:96NOHfS32ek9ghMlK v1TByPa3e.FmFM1 3XZOHGP7HNCWbGPJBE9D_bKgik214srCgCd_ — -J-1-4 C6d 11.11A 1&a-) JSd-) iJ-)A Q3 40. W. 3.4. 3x4= M. LOd 11-1-IJ 1P-4J JSC-] iJ-JA � S34 � 5-4A )-1fi ]-13 i32 Scale=1:59.7 Plate Offsets (X. Y): [2:0-0-12,Edge],[4:0-54,0-2-4],[16:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.88 Ven(LL) 0.13 12-14 >999 240 MT20 244/190 TCDL - r 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.28 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.08 9 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 188 lb FT=10% LUMBER TOP CHORD Zx4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-11 oc bracing. WEBS IRow at midpt 8-9 REACTIONS (Iblsize) 2=1621/0-8-0, (min. 0-1-15), 9=1440/ Mechanical, (min. 0-1-8) Max Horiz 2=317 (LC 8) Max Uplift 2=-401 (LC 8). 9=474 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shaven. TOP CHORD 2-3=2629/642, 34=2170/621, 4-5=-21211691, 5-6=2121/692, &7=-2121/692,7.8=-1509/494, 8-9=-1375/502 BOT CHORD 2-15=-702/2234, 14-15=-702J2234, 13-14=-591/1874, 12-13=-591/1874, 11-12=-494/1509, 10-11=-094/1509 WEBS 3-14=431/248,4-14=-57/420, 4-12=206/311, 5-12=526/305, 7-12=250876, 7-10=-1009/459, 8-10=616/1883 NOTES 11 Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.0psf; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4} Refer to girder(s) for truss to truss connections. 5). Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint tend 401 lb uplift at joint 2. LOAD CASE(S) Standard X�\Q-- /,T�/���i GEN&<�L _ f PE 7l$051 n 0 t` STAT��q Job Truss Truss Type Qty Ply Renton-Jem-Mission 63 Half Hip 1 1 Job Reference (optional) 50uthem l MSS, YI. Flerce, rL.,34951 Run: 5.315 Aug 132019 Print:8.310 S Aug 132019 MTek Industries, Inc. Thu Jan 3010:31:11 Page:i — ID:ltKOUISVkg3Xg ldn7GNXnTyPa2M-FmFMt 3XZOHGP7HNCWbGPJBD30vvKZMk21 ZsrCzgCd_ ` L2-tA G.9d Mil ,A.t1-J JEA'/ 3J-]-9 r21.9 Y9-1J fi.11-J J<.P-1 9f-J. ]-11-2 Scale = 1:59.7 Plate Offsets (X, Y): [4:0-54,0-2-0], [9:0-2-12,0-1-e], [10:0A-8.0-2-0], [15:0-2-2.0-0-e] Loading (psf) Spacing 2-0-0 CSI DEFL in ('oc) I/de0 L/d PLATES GRIP TCLL (roof) T 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) .0.17 2-14 >999 240 MT20 2441190 TCDL 1 - 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.39 2-14 >989 1B0 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 1 0.09 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 176 lb FT=10% LUMBER TOP CHORD 2x4 SP M 31 'Except• T1:2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purllns, except end verticals.. BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. WEBS 1 Row at midpl 5-10, 8-10 REACTIONS (lb/size) 2=1621/0-8-0, (min. 0-1-15), 9=1440/ Mechanical, (min. 0-1-8) Max Horiz 2=267 (LC 8) Max Uplift 2=-406 (LC 5). 9=-477 (LC 5) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2588/722, 3.4=2337/677, 4-5=-2631/869,5-6=1970/649, 6-7=-1970/649,7-8=-1970/649, 8-9=-1369/508 BOT CHORD 2-14=741/2200, 13-14=-639/2043, 12-13=-639/2043, 11-12=-869/2631, 10-11=86912631 WEBS 4-14=8/394, 4-12=331/678, 5-10=-766/255, 7-10=5791333. 8-10=-738/2239 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nenconcument 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 477lb uplift at joint 9 and 406 Ile uplift at Joint 2. LOAD CASE(S) Standard 0PN M.IB// i///i�i/ PE M51 n o t STA F f ��Oc•`1:4-ORIO R' �� D Job Truss Truss Type Oty Ply Renton•Jem-Mission B4 Half Hip Girder 1 1 Job Reference (optional) Southem Truss, Ft. Pierce, FL., U951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 30 10:31:11 Page: 1 ID:]OgBSu63EESzDVAJCFSuNayPSOC-FmFM1 3XZOHGP7HN.WbGPJBFODzpKylk2lYsxzpCd_ • ,--2-1-9 )IIJI 1J-J-o 1]-tA JJ -'1 J]-4(1 iJ.]-o 2.1.9 )-0-0 6-R-9 50.13 6-0.13 Sbt3 � 52-9 � NAILED NAILED NAILED NAILED NAaFD NAILED "LED NAILED NAILED NAILED NAILED NAILED NAILED One 30, 3.4- 4x4- 1x4v 44- 4x7- 12 6r— LL 16 29 30 15 31 32 14 33 13M 12 35 36 3711 38 39 21x7= 1.4. M12011s 6x12• 3v4• MT20H64x10- 4x8^ 44- 6x5o NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED )n-12 1JM 1iu lJ.]F 7-1-12 50.13 S0.1] SS13 1b13 52-9 Scale = 1:59.7 Plate Offsets (X, Y): [1 0-2-2 O peg][3:0-6-8,0-2-0],[6:0-2-0,Edge],[8:0-2-0,0-1-12],[9:0-2-8,0-1-12],[10:Edge,0-3-8],[11:0-1-12,0-1-12],[12:0-1-8,0-1-12],[15:0-5-4,0-3-0), Loading p (psf) Spacing 2-0-0 CSI DEFL in (IOC) I/de0 L/d PLATES GRIP TCLL (roof) 7 20.0 Plate Grip DOL 1.25 TC 0.80 Ver LL) 0.43 14 >906 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.64 14-15 >605 180 MT20H5 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-S Weight: 177 ib FT=10% LUMBER 2) Provide adequate drainage to prevent water ponding. TOP CHORD 2x4 SP M 31 3) All plates are MT20 plates unless othenvise indicated. BOT CHORD 2x4 SP M 31 4) This truss has been designed for a 10.0 par bottom WEBS 2x4 SP No.3 *Except* W4:2x4 SP No.2 chord live load nonconcunent with any other live loads. BRACING 5) Refer to girder(s) fdr truss to truss connections. TOP CHORD Structural wood sheathing directly applied or 6) Provide mechanical connection (by others) of truss to 2.9.7 oc purlins, except end verticals. bearing plate capable of withstanding 1236lb uplift at BOT CHORD Rigid ceiling directly applied or 4-8-1 oc joint 10 and 997lb uplift at joint 2. bracing. 7) NAILED" Indicates 3-10d (0.148"x3") or 3-12d WEBS 1Row at midpt 9-10,9-11 (0.148"x3.25°)toe-nails per NOS guidlines. LOAD CASE(S) Standard REACTIONS (lb/size) 2=257910-8-0, (min. 0-2-2), 1) Dead +Roof Live (balanced): Lumber Increase=1.25, 10=2779/ Mechanical, (min.0-1-8) Plate Increase=1.25 Max Horiz 2=217 (LC 21) Uniform Loads (Ib/ft) Max Uplift 2=997 (LC 8), 10=-1236 (LC 5) Vert: 1-3=70, 3-9=70, 2-10=20 FORCES (Ib)- Max. Comp./Max. Ten. - All forces 250 Concentrated Loads(Ib) (Ib) or less except when shown. Vert: 3=-131, 6=-131, 16=46, 14=46, 5=-131, TOP CHORD 2-3=4616/1904, 3-19=-5843/2593, 19=131, 20=131, 21=-131, 22=-131, 23=-131, 19-20=-5843/2593, 4-20=-5843/2592, 24=-131,25=-131, 26=-131, 27=-131, 28=-131, 4-21=6335/2816, 21-22=-6335/2816. 29=46, 30=46, 31=46, 32=-46, 33=46, 34=46, 5.22=-6335/2816, 5.23=-5541/2469, 35=46, 36=46, 37=46, 38=46, 39=46 6-23=5541/2469, 6-7=5541/2469, 7-24=5541/2469, 24-25=-554112469, 25-26=-5541/2469, 8-26=-5541/2469, 8-27=-3483/1554, 27-28=-3483/1554, 9-28=3483/1554, 9-10=-2684/1271 BOTCHORD 2-16=1731/3974,16-29=-1727/3983, 29-30=1727/3983, 15-30=-1727/3983, 15-31=-2593/5843, 31-32=-2593/5843, 14-32=-2593/5843, 14-33=-2816/6335, 13-33=2816/6335, 13-34=-2816/6335, 12-34=-2816/6335, 12-35=-1554/3483, 35-36=-1554/3483,36-37=-1554/3483, 11-37=-1554/3483 WEBS 3-16=01433, 3-15=-110712249, ' 9-11=-1873/4197,4-15=1056/727, 4-14=296/500, 5-14=-1251281, 5-12=969/424,7-12=-674/506, 8-12=-1118/2514, 8-11=-2185/1202 NOTES 1� Wind: ASCE 7-10; VUIt=160mph (3-second gust) w Vasd 124mPhiTCPL=5.0psh BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 y \V — f ! PP 7knrii � 1 p l STA bF /ram X3 Job Truss Truss Type Cry Ply Renton-Jem-Mission C7 Roof Special Girder 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL, 34951 Run: 8.315 Aug 132019 Print 8.3108 Aug 132019 MiTek Industries, Inc. Thu Jan 3010:31:12 Page:I ID:ElN lSd Y9AWY6BRHn yPZwo-rypTi-X49KJF71HsZAE6VxWjNKEEL33A0 WPMe qCm >.1.n '�5-00 S.MI -+ IJIJI 1f.G.1f 14.9.�J , Ic I1 fJll.fl )a 11 '1'�P.II rY-1-9 2-0L i9-12 2L-0 4�A-0 0.8-0 NAILED Spacial NAILED Special special NAILED NAMED NAILED 5x5• 54- 9 2] 28 10 •' 4 d V 5xr= 46- 2z4n 5z8• 12 5 25 26 6 ] e 8 i W. �a 4 11 NOP2X StP 3 R g 2 c 30 39 30 15 14 31 3213 12 a 2z4a . &4v US, Us, W. 3z5• q -= R2 6p SK• 508. 18 17 P2%s P 1 special NAILED $'e I z5• 4z5= s Peel al NAILED NAILED iz4v W. NAILED NAILED Yt�p1 .e I5i-0 123A 15{-0 r2-04 I1-0-0I 4-t-12 f 1 pa.8 1t0i 2.1t-e 4+8 t Ft-12 scale = 1:62 Plate Offsets (X, Y): [23:012-2,011 ), 15:0-5-4,0-2-8], [6:0-2-0,0-2-0], [8:0-5-8,0-2-121, [9:0-2-8,0-2-4], [10:0-6-0,0-2-8], [16:0-3-12,0-3-0], [79:0-2-12,0-2-8], [20:0-2-0,0-2-12], [21:0-3-0,0-1-4], Loading TCLL (root) TCDL BCLL BCDL T (Ps' ' + 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inc' NO Code FBC20171rP12014 CSI TC 0.98 BC 0.99 WE 0.75 Matrix-S DEFL in Vert(LL) 0.19 Vert(CT) -0.27 Horz(CT) 0.13 (loc) Visit IJd 20-21 >939 240 20-21 >644 180 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 1781In F-f=10% LUMBER 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) TOP CHORD 2x4 SP No.2'ExcepV T2,T4:2x4 SP M 31 Vasd=124mph; TCDL=S.Opsf; BCDL=S,Opsf; h=16ft; Cal. BOT CHORD 2x4 SP No.2 *Except* B3;B4:2x4 SP ND.3, II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); B2:2x4 SP M 31 Lumber DOL=1.60 plate grip DOL=1.60 WEBS 2x4 SP N6.3 3) Provide adequate drainage to prevent water ponding. BRACING 4) All plates are MT20 plates unless otherwise indicated. TOP CHORD Structural wood sheathing directly applied. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. BOT CHORD Rigid telling directly applied or 6-0-0 oc 6) Provide mechanical connection (by others) of truss to WEBS bracing. i Row at midpt 5-19, 8-16 bearing plate capable of withstanding 545 lb uplift at joint 11, 323 lb uplift at joint 2 and 1594 lb uplift atjoint 16. REACTIONS (lb/size) 2=831/0-8-0, (min. 0-1-8), 7) "NAILED" indicates 3-10d (0.148•x3•) or 3-12d 11=1194/0-8-0, (min. 0-1-8), (0.148"x3.25") toe-nalls per NOS guldlines. 16=354210-8-0,(min. 04-3) 8) Hanger(s) or other connection device(s) shall be Max Horiz 2=171 (LC 8) provided sufficient to support concentrated load(s) 228 Ib Max Uplift 2=323 (LC 8), 11=545 (LC 9), down and 282 lb up at 7-M. and 246 Ib down and 322 16=-1594 (LC 8) lb up at 22-0.0, and 246 lb down and 32.2lb up at Max Grav 2=837 (LC 17). 11=1194 (LC 1), 26-8-0 on top chord, and 391 lb down and 190 to up at 16=3542 (LC 1) 7-0-0, and 328 to down and 139 lb up at 22-0-0, and FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 328 Ib down and 139 lb up at 26-74 on bottom chord. (Ib) or less except when shown. The design/selection of such connection device(s) is the TOP CHORD 2-3=-852/314, 3-4--1366/591, responsibility of others. 4-5=-1121/509, 5-25=-408/969, LOAD CASE(S) Standard 25-26=-408/970, 6-26=-008/970, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, 6-7=-1244/2715,7-8=-1223/2681, Plate Increase=1.25 8-9=-1549/861, 9-27=13661783, Uniform Loads (Ibli t) 27-28=1366/783, 10-28=-1366/783, Vert: 1-5=70, 5-8=70, 8-9=70, 9-10=70, ' 10-11=-2095/992 10-11=-70,2-22=-20, 19-21=-20, 17-18=-20, BOT CHORD 2-22=-315/608, 21-22=-267/545, 11-16=-20 Concentrated20=�384;148 19-311 -053/1024,6120-29=-45311024.29-90-84/1167,1 302,9=-1912=302925=--1148 26=-148, 15A6=-323/500, 14-15=-326/499, 27=-131, 28=131, 29=-34, 30=34, 31=-46, 32=46 Qj �,\CENSF`��'t�IL��L j • 14-31=-792/1781.31-32=-79211781, 13-32=-792/1781,12-13=792/1781, 11.12=79111760 \\\ PE 'r0j-5b1 \/ WFBS 5-20=240/909,5-19=-2159/990, I 8-16=-3542/1621, 8-14=54811106, 9-14=0/275,10-14=-532/235,10.42=-381696, STF� ' • 3-22=-718/385, i��it �4-20=303/178, � �,—( � O 16-19=-1023/498, 6-16=-2498/1202 C\�\, ORIID;'.G���'�\\ :°k WTES 1) Unbalanced roof live loads have been considered for this design. Job Truss Truss Type Oty Ply Renton-Jem-Mission C2 Roof Special 1 1 Job Reference (optional) Southem Truss. FL Pierce, FL, U951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:12 Page:1 - — ID:GVGMF7MOz8Lx8fceyc60yPZsHypkFK49KJP71HSZAE6VxWIC=diF3W4Wh7PMergC¢-- e 9 2110.82 21M D1A D10.x0- -2 3-9-12 2d-0 S6i 0. .®, d 4-14 49i 2 8 IT Sx5= Sx5= 4T4 n U 3-e-0 4-0LID-0 2-38 0.L6 I-0;M 61-H 63-t p-.1'IN Scale = 1:62 Plate Offsets (X, Y): 13:0-3-0,0-0-121,15:0-2-8,0-2-4],18:0-5-4,0-2-8], [9:0-2-8,0-2-4], I10:0-2-8,0-2-41, I76:0-2-12,0-2-8], I79:0-2-12,0-2-81, (21:0-3-0,0-0-41, I23:0.2-2,0-1-01 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (root) - 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.12 20-21 >999 240 MT20 2441190 TCDL r 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.19 20-21 >900 180 BCLL 0.0 Rep Stress lncr YES WB 0.50 Horz(CT) 0.09 12 n/a nits BCDL 10.0 Code FBC2017/TP12014 Matrix-5 Weight: 1821b F7=10% LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP No.2 chord live load nonconcument with any other live loads. SOT CHORD 2x4 SP No.2 *Except' B2,B4:2x4 SP No.3 6) Provide mechanical connection (by others) of truss to WEBS 2x4 SP No.3 bearing plate capable of withstanding 199lb uplift at joint BRACING 12, 165 lb uplift at joint 2 and 6601b uplift at joint 16. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 5-8-12 to pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 to bracing: 19-20,17-18. WEBS 1Row at midpt SAS REACTIONS (Ibtsize) 2=54510-8-0, (min. 0-1-8), 12=608/0-11-5. (min. 0-1-8), 1 6=1 98510-8-0, (min. 0-2-5) Max Hom: 2=190 (LC 8) Max Uplift 2=-165 (LC 8). 12=199 (LC 9). ' 16=-660 (LC 8) Max Grav 2=550 (LC 17), 12=609 (LC 18), 16=1985(LC 1) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 0b) or less except when shown. TOP CHORD 2-3=-393/84, 3-4=-335/81, 5-6=-227/681, 6-7=-425/1219, 7-8=-413/1189, 8-9=-368/363, 9-10=-404/249, 10-11=-792/324, 11-12=-962336 BOTCHORD 2-22=1I V254, 20-21=-1201301, 6-19=-24Of723, 7-16=4301239, 15-16=-152/333, 14-15=-70/404, 5-19=-828 330. WEBS 8-1539383375=200/454 298913=-154t448. \\\���\P.` 4-20=-352/220, 16-19=-691/326, 6-16=-991/364 / . �7 i NorEs PE7O51 11 1r Unbalanced roof live loads have been considered for this . design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) t / Vesd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. �'0 t\ STA F y 4Z:, • Ih Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 i O�` ���G ORIO_ 3)V Provide adequate drainage to prevent water pounding. 4) All plates are MT20 plates unless otherwise Indicated. Job Truss Truss Type Oty Ply Renton-Jem-Mission C3 Half Hip 1 1 Job Reference (optional) southern Truss, FL Pierce, FL., 34951 Run: 9.315 Aug 132019 Fnnc 5.310 S Aug la ZU19 Mi IeK lnausmes, mG. I nu Jan Je 1u:J1:1z Page:l IDmK m2B40PXhy02BZE5DdiGyPaTxjypK K491UP71HsZAE6VxWjj0_dKH3PviHhJPMezgCcz -3-1-9 9-0d Im 15-0-0 2-49 8-4-0 2d-12 4-0A 3x4= Wu 5 6 G 2.104 12-9-12 15 20-0 6-04 12b0 14-68 2-0 0. - z 544 48.12 1-10.12 Scale =1:50 0-1a4 a1-12 a38 Plate Offsets (X, Y):[3:0-1-2,0-1-8),[5:0.2-0,0-2-8],[6:0-2-0,0-1-0],[14:0-2-2,0-0-8] Loading (Pat) TCLL (roof) - i 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 Incr YES Code FBC2017/TP12014 CSI TC 0.81 BC 0.61 WB 0.96 Matrix-S DEFL In (too) Vert(LL) 0.33 11-12 Vert(CT) -0.47 11-12 Horz(CT) 0.18 7 I/deft Ud >530 240 >373 180 n/a n/a PLATES GRIP MT20 244/190 Weight: 84 to FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-1 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-14 cc bracing. REACTIONS (lb/size) 2=835/0-8-0. (min. 0-1-8), 7=6401 Mechanical, (min. 0-1-8) Max Hartz 2=317 (LC 8) Max Uplift 2=-234 (LC 8), 7=-203 (LC 8) FORCES (to)- Max. Comp./Max. Ten. -Al forces 250 (lb) or less except when shown. TOP CHORD 2-3=-910/187, 3-4=-1039/259, 7-9=-613/214 ' BOTCHORD 2-13=384/683, 3-12=381/892, 11-12=-380/888, 10-11=-380/888, 9-10=-380/888 WEBS 12-13=-400/754,4-11=9/413,4-9=961/422, 3-13=1012/569 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=16ft; 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 nonconcurrenl with any other live loads. \X�Q—� 6) Refer to girder(s) for truss: to truss connections. 7) Provide mechanical connection (by others) of truss to j PE 7051 bearing plate capable of withstanding 2031b uplift at joint f 1l 7 and 234 lb uplift at joint 2. 1 LEAD CASE(S) Standard �Eq _ PO p- G? S-li�ONA ac Job Truss Truss Type Qty Ply Renton-Jem-Mission C4 Half Hip 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Inducuies, Inc. Thu Jan 30 10:31:13 Page:1 • - __IO:xKBm2340PXhyO BZE5DdiGyPaTx.B91d7Sg5n5d)_fRRmk dkUkGbMl gWos8OWL2yu4zgCcy -- -2hn Bd-0 1340 1SP0 2-0a Bd-0 4-7-12 2-0a 2.4- 2x4n 6 7 iz 2.104 12.M2 1640 2b 1 J 0 god 1 -0-0 11 0 2-60 P - 2 5d-1 4-3-12 1-10-12 Scale=1:53.5 0.104 at-12 "4 Plate Offsets (X, Y): [3:0-1-2,0-1-8], [6:0-2-0,0-2-8], [15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL In ('Do) Udell Ud PLATES GRIP TCLL (roof) } 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.34 12-13 >516 240 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.47 12-13 >372 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 1 0.17 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 85 lb FT=10% LUMBER TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2'Except' B2:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-12 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. REACTIONS (lb/size) 2=B35/0-8-0, (min. 0-1-8). 8=6401 Mechanical, (min. 0-1-8) Max Horiz 2=368 (LC 8) Max Uplift 2=-220 (LC 8), 8=.253 (LC 8) FORCES (to)-- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-911/156, 34=10371227, 4-5=-876/244, 8-10=6121262 BOTCHORD 2-14=405/683,3-13=421/890, 12-13=-419/886, 11-12=419/886, 10-11=4191886 WEBS 13-14=423/755, 5-12=-7/413, 5-10=-960/456, 3-14=-1013/600 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=16ft; 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 nonconcument with any other live loads. 6) Refer to girder(s) for truss to truss connections. 71 itrovide mechanical connection (by others) oftruss to bearing plate capable of withstanding 253 lb uplift at Joint • 8 and 220lb uplift at joint 2. LOAD CASE(S) Standard r/ PE A051 n X �w t 1 %N���� ! S/`ONAitEN���� T Job Truss Truss Type Ory Ply Renton-Jem-Mission C5 Monopitch 1 1 Job Reference (optional) Southern Truss, FL Pience, FL., 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 30 10:31:13 Page: 1 ID:Gk3h27Lt0?OMeEBnRpioDyPakO.B9M75g5n5dX MRmkxdkUkGcflg?o0c0WL2yu4zgCcy L9 ]. 2-1.9 ),IA >1-6 W. 6 Scale = 1:55.5 R?A Plate Offsets (X, Y): [8:0.2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) "'a' Us PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL ° 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.15 2-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 81 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-5 so purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. WEBS 1Raw at midpt 4-6 REACTIONS (lb/size) 2=835/0-8-0. (min. 0-1-8), 6=640/ Mechanical, (min. 0-1-8) Max Honz 2=413 (LC 8) Max Uplift 2=201 (LC 8). 6=-307 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-919/87, 3-4=-709/94 BOTCHORD 2-7=-349/717, 6-7=.349/717 WEBS 4.7=0/342, 4-6=-795/387 NOTES 1) Wind: ASCE 7-10; Vuloz 1 60mph (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) 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 truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307lb uplift al Joint 6 and 201 lb uplift at joint 2. LOAD CASE(S) Standard \\\\\�`PN �\OENS1 f ! PE M51 n '' -0 STAT F Job Truss Truss Type Qty PIy Renton-Jem-Mission C6 Monopitch Girder 1 2 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 PHnt: 8.310 SAug 132019 MiTek Industries, Inc. Thu Jan 3010:31:13 Page: 1 • -- - - - - - -- ID:AwgPuE Nu AHluleoJhOXIyPZor-B9M7Sg5n5dX_fRRmkxdkUkGMDowGOWL2yu4zgCcy -2-1-e 611 9.1-0 14-6d � 2-M19 � S14 311-02 SSi 2.4 HUS26 HUS26 HUS26 HUS26 scale =1:54.6 st4 s-1-0 t4 < 51-4 3-11-02 S5i Plate Offsets (X, Y): [5:0-1-4,0-2-01, [7:0-3.0,04-01, [10:0-2-2,0-0-81 Loading (Pat) TCLL (roof) i 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 Incr NO Code FBC2017/TP12014 CSI TC 0.33 BC 0.49 WB 0.70 Matrix-S DEFL In Vert(LL) 0.09 1 Vert(CT) -0.14 Horz(CT) 0.03 (loc) I/deft L/d 8-9 >999 240 8-9 >999 180 7 n/a n/a PLATES GRIP MT20 2441190 Weight: 2001Is FT=10% LUMBER 6) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable ofwithstanding 2000 lb uplift at BOT CHORD 2x6 SP M 26 joint 7 and 1190 lb uplift at Joint 2. WEBS 2x4 SP No.3 *Except* W4:2x4 SP No.2 7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d BRACING nails Into Truss) or equivalent spaced at 2-0-0 oc Max. TOP CHORD Structural wood sheathing directly applied or starting at 7-0-12 from the left end to 13-0-12 to connect 4-10-5 cc purlins, except end verticals, truss(es) B4 (1 ply 2x4 SP), B3 (1 ply 2x4 SP), B2 (1 ply BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 2x4 SP), Bt (1 ply 2x4 SP) to front face of bottom chord. bracing. 8) Fill all nail holes where hanger is in contact with lumber. WEBS IRow at midpt 5-7 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, REACTIONS (lb/size) 2=325410-8-0, (min. 0-1-8), Plate Increase=1.25 7=5198/0-4-0,(min. 0-2-2) Uniform Loads(Ib/ft) Max Horiz 2=400 (LC 8) Vert: 1-6=-70, 2-7=-20 Max Uplift 2=-1190 (LC 8), 7=-2000 (LC 8) Concentrated Loads (Ib) FORCES (to)- Max. Comp./Max, Ten. -All forces 250 Vert: 8=-1420, 12=-2759, 13=-1420, 14=-1420 (to) or less except when shown. TOP CHORD 2.3=-6270/2289, 3-4=4954/1749, 4-5=4854/1759 BOT CHORD 2-9=-2303/5467, 9-12=-2303/5467, 8-12=-2303/5467, 8-13=-175614399, 13-14=-175614399, 7-14=-1756/4399 WEBS 3-9=484/1107, 3-8=-1262/647, 5-8=-2075/5527, 5-7=-5735/2288 NOTES 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 04-0 cc. Web follows: 2x4 `, M • BL /// connected as -1 row at 0-9-0 cc, \\\\ Except member 5-8 2x4 -1 row at 0-7-0 cc. 2) All loads are considered to \ 4iQ' equally applied all plies, V�GENgF����/� except if noted as front (F) or back IS) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), PE 751 —y t • unless otherwise indicated. f✓\� 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. 1 t STAT F • 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); i vx + Lumber DOL=1.60 plate grip DOL=1.60 4) All MT20 indicated./'��. !(7 plates are plates unless otherwise 5) This has been for \\� ` truss designed a 10.0 psf bottom chord live load nonconcunent with any other live loads // tSs+ \jG \\ // ZONAL E \\ p Job Truss Truss Type Qty ply Renton-Jem-Mission CJ5 Diagonal Hip Girder 2 1 Job Reference (optional) sgutnem I toss, et. Force, I-L., seam Run:8.31 5 Aug 13 201E Pant: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:13 Page: 1 I0:uA1RgNXgq9pZSaqdOR 2gDyPZSp-B9M7Sg5n5dX_fRRrnkxdkUkGe01fRo47DVVL2yu4z Ccy -24b2 fi-11-fi 2- 611-fi NAILED NAµ¢g5 12 5 NAILED NAILED 1x4o NAILED NAILED Scale=1:36.5 611.6 Plate Offsets (X, Y): [2:0-3-10,0-1-81 . Loading (psf) TCLL (roof) 3 20.0 TCDL - r 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI TC 0.60 BC 0.68 WB 0.00 Matrix-P DEFL in (loc)/de0 Vert(LL) -0.15 4-6 Vert(CT) -0.27 4-6 Horz(CT) 0.00 5 L/d >520 240 -287 180 n/a n/a PLATES GRIP MT20 244/190 Weight: 31 to FT=10% LUMBER TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=412/0-10-15, (min. 0-1-8), 5=139/ Mechanical, (min. 0-1-8), 6=81/ Mechanical, (min. OA-8) Max Horiz 4=172 (LC 4) Max Uplift 4=-245 (LC 4), 5=-116 (LC 4), 6=-9 (LC 4) - Max Grav 4=562 (LC 31), 5=144 (LC 31), 6=144 (LC 22) FORCES (lb) - Max. Comp./Max. 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.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 nonconcurrent with any other live loads. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1161b uplift at joint 5, 245lb uplift at joint 4 and 9lb uplift at joint 6, 5) "NAILED" indicates 3A Old (0. 1 48"x3") or 2-12d (0.148"4.25") toe -nails NDS per guidlines. 6) In LOAD CASE(S) loads face the section, applied to the cf the truss are noted as front(F) or back(B). PE7io51 `1 LOAD CASES) Standard .1) Dead + Roof Live (balanced): Lumber Increase=1.25, 1 Plate Increase=1.25 Uniform Loads (Ib/ft) STAT F f Vert 1-2=30, 2-5=70, 4-6=-20 Concentrated Loads (to) ' Vert: 9=205 (F=103, B=103), 11=-26 (F=-13, B=-13) �0 Job Truss Truss Type Oty Ply Renton-Jem-Mission CJ7 Diagonal Hip Girder 4 1 Job Reference (optional) Southern l MISS, I-L eleroe, FL., 349b1 Run: 8.315 Aug 13 2019 Part 8.310 5 Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:13 Page: 1 -- ID:LB71 sJNk K3VMLoc8oZD3gyPdFk-B9M7Sg5n5dXfRRmkxdkUkG2i1jz.O.OVJL2yu4zgCcy -2-9-15 536 335 2-9-15 S38 d-S15 NAILED NAILED NAILED �U4, 5 _ 4.2425 NAILED fa NAILED 3,A 18 3 d "t A v 3 2 HW B1 1111 1 15 16 a 17 76 wl ' 3.4- tx4n 3x4= 3x4= tz4n NAILED NAILED NAILED NAILED NAILED NAILED Scale=1:41.2 5-36 d-2-1 0. 1 Plate Offsets (X, Y): [2:0-3-4,0-1-6], [9:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 C51 DEFL in (loc)/dell Ud PLATES GRIP TCLL (roof)1 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.03 2-8 >999 240 MT20 244/190 TCDL ° 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.05 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 52 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No,3 —2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ((b/size) 2=543/0-10-15, (min. 0-1-8), 5=1671 Mechanical, (min. 0-1-8), 7=284/ Mechanical, (min. 0-1-8) Max Horiz 2=246 (LC 4) Max Uplift 2=-383 (LC 4). 5=-128 (LC 4), 7=-123 (LC 8) Max Grav 2=649 (LC 31), 5=167 (LC 1). 7=307 (LC 31) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=749/258, 3-13=-668/250, 3-18=-626/259, 4-18=-616/248 BOTCHORD 2-15=-334/595,15-16=-334/595, 8-16=334/595, 8-17=-334/595, 7-17=334/595 WEBS 4-8=01262, 4-7=-650/364 NOTES 1) Wind ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.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) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4i Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift aljoint 5, 383 lb uplift aljoint 2 and 123 lb uplift atjoinl 7. 5) _NAILED"Indicates 3-10d (0.148"x3")or 2-12d (0.148°x3.25") toe -nails per NDS guidlines. -LOAD CASES) Standard _-1)_ Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=-70, 2-6=-20 Concentrated Loads (Ib) Vert: 13=205, 14=81, 16=-13. 17=-36 :P'N\M Bs'- 1 I O1t� STAB �F f _� ORIO Job Truss. Truss Type Qty Ply Renton-Jem-Mission CJ7T Diagonal Hip Girder 1 1 Job Reference (optional) acumen Iruss, n, rlence. FL., 44ecl Run: 8.31 5 Aug 13 2019 PnnC 8.310 SAug 132019 MITek Industries, Inc. Thu Jan 3010:31:13 Page: 1 ID:r0.67CShYTPlemP7I91POhYyPd7b-B9M7Sg5n5dYLfRRmkxdkUkGbCleeol?OVJL2yu4zgCcy -2-9 15 6-11.0 &&5 2A16 6-it-0 240.5 NAILED NAILED NAILF14 7 NAILED 3x4s 42426 r NAILED 6 NAILED 16 HS t1 a U4e 5 h 1.4. 15 3 4 MW14rt= 10 2a q Bt tx4n 3x4= 4 1] 12 u NAILED W1 ' 4x]n 1x4u NAILED 143 NAILED 1.4, NAILED 44 7 L 2-9-8 4-�-13 6-11-0 I &5.12 -1- 24L13 S113 6- Scale = 1:42.6 1-3.1 Plate OHsets(X, Y):[2:0-3-10,0-1-B],[4:0-3-0,0-1-6),[4:Edge,0-3-5],[5:0-6-14,0-2-3] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP TCLL (rool) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) .0.15 5-11 >745 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.26 5-11 >423 180 BCLL 0.0 Rep Stress Incr NO WE 0.20 HOR(CT) 0.10 9 n/a We BCDL 10.0 Code FBC2017TrP12014 Matrix-S Weight: 53 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.2-2.11-6 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. REACTIONS (lb/size) 4=526/0-10-15, (min. 0-1-8), 7=46/ Mechanical, (min. 0-1-8), 9=379/ Mechanical, (min. 0-1-8) Max Horiz 4=223 (LC 4) Max Uplift 4=-263 (LC 4), 7=-81 (LC 20), 9=-168 (LC 4) Max Grav 4=680 (LC 31), 7=59 (LC 17). 9=416 (LC 31) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 4-15=-277/30, 5-16=-852/257, 6-16=-810/266 BOT CHORD 5-11=-343/781, 10-11=-343/781, 9-10=-343/781 WEBS 6-10=-65/313, 6-9=-890/390 NOTES 1) Wind: ASCE 7-10; VuIt=160mph (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 pat bottom chord live load nonconcurrent with any other live loads. 3) Refer to glyder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to gearing plate capable of withstanding 81 Ib uplift at joint 7, 263 lb.uplift at joint and 168 lb uplift at joint 9. 51 "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) - Dead+Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads jlb/ft) Vert: 1-2=-30, 2-7=-70, 4-12=20, 8-11==-20 Concentrated loads (Ib) Vert: 10=-74,6=-14,15=205 Job Truss Truss Type Oty Ply Renton-Jem-Mission D1 Common 5 1 Job Reference (optional) soutnem Imss, rt. Pierce, FL., MV51 Run: 8.31 S Aug 13 2019 Print: 8.310 SAug 132019 MiTek Industies, Inc. Thu Jan 3010:31:1, Page: 1 -- _ ID:OEQSioSSSZ3UKjuw BEhHgyPZmd.B9M7Sg5n5dX_fRRmKxdkUkG-gY1eo01sOVJL2yu4zgCcy 1922 P-1142 26d-p 2GS8 2.1-9 6-0J 19.12 i9.12 fiLd 2-1.9 4x4- 4 e-'Fa 16 J-0 244-n Scale = 1:50.4 a N I 7-e.0 9-3-0 Plate Offsets (X, Y): [11:0-2-2,0-0-8], [13:0-2-2,0-0-8] Loading (ps1) Spacing 2-0-0 CSI DEFL in (Joe) I/defl Ud PLATES GRIP TCLL (root) 7 20.0 Plate Grip DOL 1.25 TO 0.46 Vert(LL) .0.12 2-10 >999 240 MT20 244/190 TCDL 7 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.25 2-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-S Weight: 120 to FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No,2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins. BOTCHORD Rigid ceiling directly applied or 9-1-5 oc bracing. REACTIONS (Ib/size) 2=1233/0-8-0, (min. 0-1-3), 6=123310-8-0,(min. 0-1-8) Max Horiz 2=-142 (LC 6) Max Uplift 2=-360 (LC 8). 6=.360 (LC 9) FORCES (Ib) - Max. Comp./Max. Ten. -Al forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1781/464, 34=-1554/464, 4-5=-1554/464, 5-6=-1781/464 BOTCHORD 2-10=411/1489, 9-10=-150/1007, 8.9=-150/1007, 6-8=-281/1489 WEBS 4-8=-196/561, 5-8=-367/293,4-10=-196/561, 3-10=-367/293 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=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 360lb uplift at Joint 2 and 360 I6 uplift at joint 6. LOAD CASE(S) Standard \CENgF PE 7051 1� v A^' = Olt\ SAT p F X Job Truss Truss Type Oty Ply Renton-Jem-Mission D3 Common Girder 1 3 Job Reference (optional) Southern Truss, FL Pierce, FL., U951 Run: 8.31 S Aug 132019 Pdnc 8.310 S Aug 132019 MTek Industries, Inc. Thu Jan 30 10:31:14 Page:1 • ID:941GGyHnhi4?LtPVO0523ayP2OY-rLwVgO505zrgGb?yHt8zOzpjfOZKXK5A1?oVVF zgCcx -�- -2-Y9 fide 12-24 174 2 2=-- 2SS9 2-1.9 Bdf 57.12 Si-12 6EA 2-1-9 ZE 4A. 5 Special sr ml HUS26 HUS26 HUS26 HU525 HU526 HUS26 HUS26 6+ 12-2-0 1T-9.12 26d-0 Scale=1:50A 6- ST-12 ".,a 68-a Plate Offsets (X, Y): [16:0-2-2,0-11--88' [3:0-2-0,0-1-8], [4:0-1-9,0-1-B], [6:0-1-9,0-1-8], [8:0-2-14,0-2-5], [10:0-3-12,0-1-0], [11:0-4-0,0-4-12], [13:0A-12,0-1-B], [14:0-2-2,0-0-8], Loading { (psf) Spacing 2-0-0 C51 DEL in (loc) Ilde6 Ud PLATES GRIP TCLL (roof) 6 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.22 10-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.41 10-11 >700 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.09 8 We n/a BCDL 10.0 Code FBC201717PI2014 Matrix-S Weight: 438 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 *Except* T3,T1:2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3'Excopt• W4:2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=12340/0-8-0, (min. 0-3-7), 8=793710-8-0, (min. 0-2-3) Max Horiz 2=-142 (LC 6) Max Uplift 2=-3389 (LC 8). 8=-2506 (LC 9) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-20044/5454, 3-0=-13163/3858, 475=-1315213883. 5-6=-13135/3880, 6-7=13153/3855, 7-8=16503/5181 BOT CHORD 2-18=4946/17752, 18-19=4846/17752, 19-20=4846/1T752,13-20=4846/17752, 13-21=-0846/17752, 21-22=4846/17752, 12-22=4846/17752,12-23=-4946/17752, 11-23=-4846/17752, 11-24=-4457/14540, 24-25=-4457/14540, 25-26=-4457/14540, 10-26=-4457/14540, 8.10=-4457/14540 WEBS 5-11=-3286/11289,7-11=-3296/1492, 7-10=-1169/2978, 3-11=-6991/1788, 3-13=-1402/6327 NOTES 1) 3-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. Bottom chords connected as follows: 2x6-3 rows • staggered at 0-4-0 oc. Web 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 (B) face in the LOAD . CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuit=160mph (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 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3389lb uplift at joint 2 and 2506 1b uplift at joint 8. 8) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 5-3-4 from the left end to 17-3-4 to connect truss(es)A4 (1 ply 2x4 SP), A5 (1 ply 20 SP), A6 (1 ply 2x4 SP), A7 (1 ply 2x4 SP), At (1 ply 2x4 SP), At 8 (1 ply 2x4 SP), At 9 (1 ply 2x4 SP) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1986 lb down and 5391b up at 1-3-4. and 1986In down and 522 In up at 3-34 on bottom chord. The designt 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 Uniform Loads (lb/ft) Vert: 1-5=-70, 5-9=-70, 2-8=-20 Concentrated Loads (lb) Vert:18=-1986,19=1986,20=-1986,21=-1986, 22=-1986,23=-1986,24=-1986,25=-1986, 26=1920 ��\\\\� I I I II!//// PE M51 n -0 1 STA F zz 34 Job Truss Truss Type Oty Ply Renton-Jem-Mission D4 Hip i 1 1 I Job Reference (optional) Southem Truss, Ft. Pierce, FL., 34951 _ Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 201g MITek Industries, Inc. Thu Jan 30 10:31:14 Page:1 x ID:PAOg?SVuEYFEMD2gMThj3JyPZd-4wVgO5GsxfgGb?yHfBZOzpmKO_iXUFAI?OWRXZcccx -3.1.9 6-0i 11-0-0 12.2-0 13i-0 1]-00.15 24-, ZGS9 2-b9 64i 4]-12 1.2-0 1-2-0 44'r15 6S1 Zd-9 3x4v W, 3x4v 4 5 6 &3A 16-0.8 i 24e-0 Scale = 1:48.7 &3A 7.9-0 ssa Plate Offsets (X, Y):[4:0-2-0,0-2-8],[5:0-2-0,0-3-0],[6:0-2-0,0-2-8],[13:0-2-2,0-0-8],[15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL In (led) I/dell Ud PLATES GRIP TCLL (root) : 3 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.13 2-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.28 8-10 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.20 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 1191b FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. REACTIONS (lb/size) 2=1233/0-8-0, (min. 0-1-8), 8=123310-8-0, (min. 0-1-8) Max Hertz 2=-131 (LC 6) Max Uplift 2=-352 (LC 8), 8=-352 (LC 9) FORCES (to)- Max. Comp./Max. Ten. -Ali forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1763/437, 34=1541/435, 4-5=-1307/429, 5-6=-1307/430, 6-7=-1541/436, 7-8=-1762/436 BOT CHORD 2-12=374/1467, 11-12=-133/1015, 10-11=-133/1015, 8-10=-253/1466 WEBS 5-12=-174/525, 3-12=-313/264, 5-10=A74/526, 7-10=-313/264 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=S.Opsf; h=16ft; Cat. ll; Exp C; Encl., 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 3x4 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to / PE 7�10rJ� Y\ bearing plate capable of withstanding 3521b uplift aryolnt ! 2 and 35216 uplift atjolnt 8. I I • LOAD CASE(S) Standard 0 \\ STAT F ` l•z�•a �yC %o�c� �< ORI0 IIA 35 a Job Truss Truss Type Oty Ply Renton-Jem-Mission DS Hip 1 1 Job Reference(optional) Southern Truss,.Ft. Pierce, FL., 34951 _ _ _ Run: 8.31 8 Aug 132019 Print:8.310 SAug 132019 MiTek Intlustnes, Inc. Thu Jan 3010:31:14 Page:.I ID:g5KxTXZ4VbLIwIlkWyGLetyP2iF-fLwVg05QsxfgGb4yHf8zOxpZCy7XV1A17oWRXzgCcx — -2-1-9 64-12 9-0g 15-0-q 17-114 24 2 1 2-1-9 64-12 IM, 64q 2, 64-12 2-11 Us, W, 4 5 41.12 162-0 2a4-o 91-02 660 9-1-II Scale = 1:48.7 Plate Offsets (X, Y):[4:0-3-0,0-2-4],[5:0-3-0,0-2-4],[12:0-2-2.0-0-8].114:0-2-2.0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) VdeFl Ud PLATES GRIP TCLL (roof) - yf 20.0 Plate Grip DOL 1.25 TC 0.74 Ven(LL) -0.26 2-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.45 2-11 >635 180 BCLL 0.0 Rep Stress Incr YES WE 0.15 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight. 113 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=1233/0-8-0. (min. 0-1-8), 7=123310-8-0,(min. 0-1-8) Max Horiz 2=-111 (LC 6) Max Uplift 2=-334 (LC 8), 7=-334 (LC 9) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1739/390, 3-4=1482/339, 4-5=-1292/314, 5-6=1482/339, 6-7=-1739/390 BOTCHORD 2-11=-313/1446, 10-11=-161/1292, 9-10=-161/1292, 7-9=-211/1446 WEBS 3-11=-293/251, 4-11=-85/399, 5-9=-85/399, 6-9=-293/251 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) WMd:ASCE 7-10; Vult=160mph (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 3) Provide adequate drainage to prevent water pending. N • BL �_ /�� 4) This truss has been designed for a 10.0 psf bottom��---�\ chord live load nonconcurrent with any other live loads. \\\ i \CE1�5`.,`���� \� �� 5) Provide mechanical connection (by others) of truss to i ' peadng plate capable of withstanding 334 lb uplift at joint 7. 2 anASE(S) j \ ! PE O5•I 1 —�D•j I Standtjoint . LOAD CASE(S) Standard I 1 v t\ STAjj F 36 Job Truss Truss Type Oly Ply Renton•Jem-Mission D6 Roof -Special 1 1 Job Reference (optional) Southern Truss, Ft. Plerce, FL., 34951 I ZE Run: 8.31 S Aug 13 2019 Fret: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:14 Pege:.i -- IO:3wU2dsVONFiqfahYXdBPF6yPZh2-fLwVg05QsxfgGblyHfBZOxpm60a XP6A17oWRXzgCcx — 13-114 10­19 P 12-24 + iJ4O za-0-0 3GS9 2-t-9 J-0-0 3-3-0 1-114 61- 2 }3-0 >-0e 2-1-9 194 U4- s 7-,-12 10. J-,42 Scale = 1:48.7 Plate Offsets (X, Y):[3:0-2-4,0-24],[4:0-3-0,0-2-4],[5:0-2-O,Edge],[6:0-3-0,0-2-4],[7:0-24,0-2-4],[13:0-2-2,0-0-8],[15:0-2-2,0-0-8] Loading (psf) TCLL (roof) T 20.0 TCDL - 1 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC20171TPI2014 CSI TC 0.77 BC 0.92 WB 0.53 Matrix-S DEFL in (loc) Vert(LL) -0.22 10-12 Vert(CT) -0.47 10-12 Horz(CT) 0.06 8 i Vdeff Ud >999 240 >602 180 n/a n/a PLATES GRIP MT20 244/190 Weight: 117 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (Ib/size) 2=123310-8-0, (min. 0-1-8), 8=123310-8-0, (min. 0-1-8) Max Horiz 2=-110 (LC 6) ' Max Uplift 2=-367 (LC 8), 8=-367 (LC 9) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1762/407, 34=1468/428, ' 6-7=-1468/428, 7-8=-17621407 BOT CHORD 2-12=315/1452, 11-12=-338/1653, 10-11=33811653, 8-10=-214/1452 WEBS 3-12=-651466, 7-10=-65/466,4-12=-330/190, ' 6-10=-3301190,4-6=-14801408 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=16ft; 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 pending. 4) This truss has been designed for a 10.0 psf bottom live load live loads. chord nonconcumenl with any other \\\ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3671b uplift atjoinlL- 7, and 367 lb uplift at joinCB. WAD CASE(S) Standard i PE 7"Fj STA ///S' / ONAi'�NG\\\\\� JT Job Truss Truss Type Oty Ply Renton-Jem-Mission D7 Roof Special Girder 1 1 Job Reference (optional) Scuthem Truss, FL Pierce, IL.. 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:14 Page: 1 iD:MNbq"SbSxG4kPpy9VHDRyPZSo-tLWVgO50s*Gb4yHfBzOxprA030XM0AItoWRXzgCct- -2.1-9 549 L9-0 12�- -0 is- 4 19+A V4 2639 bt-9 }11-0 }11-0 }3-0 5-0-0 2-0.9 4.4- 5 sCedal JUa24 JU524 8,c1.1 51-12 2AtA 44L9-1< 12Z-0 1a2-14 19- 4 24 ,:2 5142 12 44Y12 2-1141 51-2 Scale = 148.7 Plate Offsets (X. Y):[3:0-5-4,0-2-0],[7:0-5-4,0-2-0],[16:0-2-2,0-0-8].[18:0-2-2,0-0-8] Loading (psf) TCLL (roof) p 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 lncr NO Code FBC2017/TPI2014 CSI TC 0.51 BC 0.44 WB 0.73 Matrix-S I DEFL in Vert(LL) 0.17 1 Vert(CT) -0.30 Horz(CT) 0.08 (foe) /deft L/d 12 >999 240 12 >940 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 133 lb FT=10% LUMBER 6) Use USP JUS24 (With 4-10d nails Into Girder 8 2-10d TOP CHORD 2x4 SP No.2 nails into Truss) or equivalent spaced at 9-11-8 oc max. BOT CHORD 2x4 SP M 31 starting at 7-2A from the left end to 17-1-12 to connect WEBS 2x4 SP No.3 truss(es) J7G (1 ply 2x4 SP) to front fare of bottom OTHERS 2x4 SP No.3 chord. BRACING 7) Fill all nail holes where hanger is in contact with lumber. TOP CHORD Structural wood sheathing directly applied or 8) "NAILED" indicates 3-1 Od (0.148x3") or 3-12d (0.148"x3.25") toe -nails per NOS guidlines. 2-10-5 oc purlins. BOT CHORD Rigid calling directly applied or 7-2-0 oc 9) Hanger(s) or other connection device(s) shall be bracing. provided sufficient to support concentrated load(s)188 lb down and 2521b up at 5-0-0. and 188 lb down and 252 REACTIONS (lb/size) 2=1809/0-8-0, (min. 0-1-8), lb up at 19A-0 on top chord, and 166 lb down and 34 lb 8=1809/0-8.0, (min. 0-1-8) up at 5-0-0, and 166 lb down and 34 lb up at 19-3-4 on Max Hertz 2=110 (LC 24) bottom chord. The design/selection of such connection Max Uplift 2=-662 (LC 8), 8=-662 (LC 9) device(s) is the responsibility of others. FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 10) In the LOAD CASE(S) section, loads applied to the face (Ib) or less except when shown. of the truss are noted as front (F) or back (B). TOP CHORD 2-3=-3026/1073, 3-20=-3531/1258, LOAD CASE(S) Standard 4-20=-3531/1258, 4-5=-24821871, 1) Dead +Roof Live (balanced): Lumber Increase=1.25, 5-6=-2482/871, 6-21=-3531/1259, Plate Increase=1.25 7-21=3531/1259, 7-8=-3026/1073 Uniform Loads (lb/ft) ' BOT CHORD 2-15=-923/2577, 15-22=922/2592, _ Vert: 1-3=70, 3-4=-70, 4.5=-70, 5-6=-70, 6-7=70, 14-22=922/2592, 13A,lc-1204/3557, 7-9=70, 2-8=20 12-13=-1204/3557, 11-12=-1127/3557, Concentrated Loads (Ib) 11-23=844/2592, 10-23=-844/2592, Vert: 3=-92 (F), 7=.92 (F), 15=79 (F), 1 O=79 (F), 8-10=.844/2577 20=47 (F), 21=-07 (F), 22=358 (F), 23=-358 (F) WEBS 3-15=01396, 3-14=-351/1215, 4-14=A45/194, 4-12=-1651/670, 5-12=-634/1863, 6-12=-1651/670, 6-11=A45/194, 7-11=-351/1215, 7-10=0/396 NOTES 1) Unbalanced roof live loads have been considered for this \\\ ,,,�`` M•B� �// design. \\ �`•I /j. 2) Wind: ASCE 7-10; Vuit=160mph �\ �L ��CiE j �\N`SF (3-second gust) z x1 Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11: Ecp C; Encl.. GCpi=0.18; MWFRS (envelope); ' PE 7 051 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 t STATTF chord live load nonconcunent with any other live loads. 8) Provide truss to / �`F(•`7•%�% mechanical connection (by others) of bearing plate capable of withstanding 662lb uplift at Point j'pO �y(/�\ 2 and 6621b uplift at joint 8. UNIAL M Job Truss Truss Type pry PIy Renton-Jem-Mission IDS I Common I 1 1 Job Reference (optional) aoulnem NSS, rL rleree, I-L., 44Ub1 Run:U.315 Aug 132019 Part 8.3105 Aug 132019 MITek lndustnes, Inc. Thu Jan 3010:31:15 Page:1 y- ID:mbegggYOvGc3EB839x12u8yPZU4 XUttM62dEnhulaBrMfCZ9Lx gN9G 7JzfX3=jCm att-o "o-a a11-0 4-11-D I'II. 12 6 = 4x4- 2 4 s 3x4= 1x4o 3x4- Scale =1:41.1 12 6 = 4x4- 2 4 s 3x4= 1x4o 3x4- Scale =1:41.1 41L0 4-11-D 14 4-14D Plate Offsets (X, Y): [4:Edge,0-1-8) Loading (psf) Spacing 2-0-0 CSI DEFL In (too) UdeO Ud PLATES GRIP TCLL (roof) 1 20.0 Plate GNp DOL 1.25 TC 0.82 Ve It -0.10 5 >999 240 MT20 244/190 TCDL t 15.0 Lumber DOL 1.25 BC 0.50 Ven(CT) -0.24 5 >470 180 BCLL 0.0 Rep Stress ]nor YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017liP12014 Maid Weight: 43 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 4=429/ Mechanical, (min. 0-1-8), 6=429/ Mechanical, (min. 0-1-8) Max Heriz 6=48 (LC 5) Max Uplift 4=-106 (LC 9), 6=-106 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-302/109, 2-3=-302/109, 3-4=-305/124, 1-6=-305/124 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load noncencurrent with any other five 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 106 he uplift at joint 6 and 106 lb uplift at joint 4. LOAD CASE(S) Standard PE 7451 tI f I tl \ STAT F �1 4 Job Truss Truss Type Oty PIy Renton-Jem-Mission D9 Common 1 1 Job Reference (optional) <oumem , rus, n. "arc., "., sgaot �I o Hun: 8.31 5 Aug 13 2019 Pnnt: 8.310 S Aug 13 2019 MITek Industries, Inc. Thu Jan 3010:31:15 Page: 1 -'-•IDiX"L4zbGCFNHBYjWOIZJPzgDSH-BXUUM62dEnhula8"fCZ9LZJg05G_JzfX3=gCm-- -- -2LL 4-11-0 9-10.e 2-160 H 2.0.q 411-0 411-0 12 6 r 4M= 3 7 3x4 W. 3,,4o 5 Scale =1:47.1 4-11-0 411-0 9-1ca 4.11-0 Plate Offsets (X, Y):]6:0-1-8,0-0-12],[8:0-1-8,0-1-4j,[9:0-2-2,0-0-8],[12:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) Udell L/d PLATES GRIP TCLL (roof) t 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.08 7 >999 240 MT20 2441190 TCDL 3 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.20 7 >581 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Hom(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-R Weight: 55 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (Ib/size) 6=584/ Mechanical, (min. 0-1-8), 8=584/ Mechanical, (min. 0-1-8) Max Horiz 8=-70 (LC 6) Max Uplift 6=-173 (LC 9), 8=-173 (LC 8) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=-279/118, 34=-279/118, 4-6=-476/201, 2-8=-476/201 NOTES 1) Unbalanced roof live loads have been wnsidered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of Imes to bearing plate capable of withstanding 173 lb uplift atjoint 8 and 173 lb uplift at joint 6. LOAD CASES) Standard MIN& -, 4j PE 7051 49z�� tSTA F ORI1 N l� Job Truss Truss Type Oty PIy Renton-Jem-Mission D10 Common Structural Gable 1 1 Job Reference (optional) a0mnern , r. rrcrw, r�., avm � Run:a.bl b Aug 13ZU19Pnm:e.41U5 Avg 132019 MITek lndUshles, Inc. Thu Jan 3010:31:15 Page:i '- ID:iOOMXMBVrAf4B3UMBc6evzgD4a-BXUttld62dEnh01aBrMfCZ9L2ogTmG 4Jz1X3mgCcw a-o-0 4.11-0 ao-o 4.nA 12 4M- 4 6 r 410.a 11-1M 4-n.o 2-0-0 7 2-fi-0 0.1L0 AY12 9-lea ' Scale=1:37.4 2-6-0 2-0.12 2-0.12 2-fi-0 Plate Offsets (X, Y):[13:0-2-2,0-0-8],[15:0-2-2,0-0-8] Loading last) Spacing 2-0-0 CSI DEFL In (too) Wefl L/d PLATES GRIP TCLL (roof) 7 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.00 10 >999 240 MT20 244/190 TCDL - f 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 1 0.00 6 We n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 51111 FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Na.2 WEBS 2x4 SP No.2 `Except' W2:2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 2-8-0. except 12=0-3-8, 8=0-3-8 (lb)- Max Horz 2=-70 (LC 6) Max Uplift All uplift 100 (lb) or less at]oint(s) 8, 12 except 2=-127 (LC 8), 6=-131 (LC 9) Max Grav All reactions 250 (Ib) or less at joint (a) 8,12 except 2=403 (LC 1), 6=403 (LC 1) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (III) or less except when shown. TOP CHORD 2-3=-279/50, 3-4=253/88, 4-5=-253/83, 5-6=-279/44 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) 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 perANSI/rP1 1. 4) Gable studs spaced at 2-0-0 oc. 5) his truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Of Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint {s) 12, 8 except at=lb) 2=126, 6=130. COAD CASE(S) Standard PE '410 �1t i I 0 STAT F /0� :c<ORIO � '%NA i 4 Job Truss Truss Type Oty Ply Renton-Jem-Mission E1 Common 2 1 Job Reference (optional) southern Truss, FL Pierce, FL., 34951 u Scale =1:39 Run: 8.318 Aug 13 2019 Print 8.310 S Aug 13 2019 MTek Industries, Inc. Thu Jan 30 10:31:15 Page: 1 IDyOKplxV3kdwc5L9NnUKf9ByPZL6-8XU1tM62dEnhula8rMfCZ9L 7gK4GZZAzlx3zngecw -2-L9 2-1-0 58-e 9-3-0 11i-0 1YS9 2-1-9 3-]-0- 3-1-02d-0 Y4-9 N0P2X STP 1-30 2�1 S,4 I 43-0 9"�-qI 1144 1-9-0 q Y7-0 Y]-0 1-aU ] Plate Offsets (X, Y):[11:0-2-2,0-0-8],[13:0-2-2,04-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (too) Well L/d PLATES GRIP TCLL (roof) Y 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.05 9-10 >999 240 MT20 244/190 TCDL - 1 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.11 9 >817 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 8 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 55 lb FT=10% LUMBER TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 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. REACTIONS (lb/size) 8=655/0-8-0, (min. 0-1-8). 10=65510-8-0.(min. 0-1-8) Max Horiz 10=-77 (LC 6) Max Uplift 8=-228 (LC 9), 10=-228 (LC 8) Max Grav 8=667 (LC 18), 10=667 (LC 17) FORCES (to)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-10=-378/206, 5-8=-378/206 NOTES 1) Unbalanced mof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vesd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cal. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope); porch left and fight exposed; 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 nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2281b uplift atjoint 10 and 228 lb uplift at joint S. LOAD CASE(S) Standard NP;N-��-tI-IBLF4 �Ar- \GEN&F, <�L RP�E,7-D0-�51t2STA��F d �- ij//FSS/0NAII�NG\\\\ - 4\ Job Truss Truss Type Oty Ply Renton-Jem-Mission E2 Common 2 1 Job Reference (optional) Southern Truss, FL Pierce, FL., U951 Run: 8.31 S Aug 132019 Print 8.310 G Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:15 Page;1 ID:AB071knyQIvQmmlw 8YTzgCwn-8XUtIM62dEnhuls8rMtCZSLyu9GOGZOJZIX3=gCcw 24-0 5-8-0 114-0 13-59 2-1.9 2-t-0 }]-0 SB-0 24. d NOP2X sTP 12 U4v 4 6 Scale =1:39 1-sa 2-1-q sa-0 n+o Plate Offsets (X, Y): [9:0.2-2,0-0-8], [11:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) VdeB Ud PLATES GRIP TCLL (roof) T 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(L-) 0.13 5-7 >850 240 MT20 2441190 TCDL - { 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.16 5-7 >669 180 I BCLL 0.0 Rep Stress [nor YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017rP12014 Matrix-S Weight: 5311b FT=10% LUMBER TOP CHORD 2x4 SP Nc.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 5=519/0-8-0. (min. 0-1-8). 8=783/0-8-0, (min. 0-1-8) Max Horiz 8=77 (LC 6) Max Uplift 5=-226 (LC 5), 8=-254 (LC 5) Max Grav 5=529 (LC 18). 8=783 (LC 1) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 4-5=-265/131 WEBS 3-8=427/209 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=5.0psf; h=16ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); porch left and right exposed; 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 nonconcurrent with any oilier live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 5 and 254lb uplift at joint 8. LOAD CASE(S) Standard i PE'41 \11 f I v � = oil STAq F f .c%.,G ORID NAL 0 Job Truss Truss Type Oty ply Renton-Jem-Mission E3 Common Supported Gable 1 1 Job Reference (optional) ouuumm u , R. Fier n, FL., 34651 Kun: u.n1 5 Aug 13 z1119 Fnnt: 8.3105 Aug 132019 MITek Industries, Inc. Thu Jan 3010:31:15 Page: 1 - -�" ID:cgCgN11T3PpUPGKgsgJO30zgCw 6XUtIM626Enhula8rMfCZ9l2ogTCG_vJztX3zzzgc. -2Da ibA N-0-0 11C-0 2-0.D 16D 2-0-0 Scale=1:37.9 4,4- 12 4 11" Plate Offsets (X, Y): [11:0-2-2,0-0-8], [13:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc)/deFl L/d PLATES GRIP TCLL (roof) - @ 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL * 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - rda 999 BCLL 0.0 Rep Stress [nor YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017(fP12014 Matrix-S Weight: 57lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 114-0. (Ib) - Max Hertz 2=77 (LC 6) Max Uplift All uplift 100 (to) or less at joint(s) except 2=-122 (LC 8), 6=-136 (LC 9). 8=116 (LC 9), 10=116 (LC 8) Max Grav All reactions 250 (lb) or less at joint (a) 9 except 2=337 (LC 1). 6=337 (LC 1). 8=261 (LC 18), 10=261 (LC 17) FORCES (Ib)- Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ABC 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; 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) 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 perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2.0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 71 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 Ib uplift atjoint 2, 135 lb uplift atjoint 6, 1161b uplift atjoint 10 and 115 to uplift at joint S. • LOAD CASE(S) Standard �\GENSF.`��/// PE 7051 1 I 0 STA F ONA i 4 Job Truss Truss Type Oty Ply Renton-Jem-Mission J1 Jack -Open 14 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 3a951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MITek Industries, Inc. Thu Jan 30 10:31:15 page: 1 -' ID:OGNbf dmHFIKp2Nn3gZ yPOGi-BXUW62dEnhuleBrMfCZ9L2SgUOG EJzfX3izziC-m -2-49 1-0-0 21-9 0.p 12 6 NOPZXST 3 2 vi T 1x4o t 'a 6 ` • a 1 f f wt na= Scale = 1:29.6 o-0 I---� Plate Offsets (X, Y): 12:0-1-4,Edge], [5:0-2-2,0-0-8] , Loading (psi) Spacing 2-0-0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL (roof) T 20.0 Plate Grip DOL 1.25 TC 0.35 V 0 LL) 0.00 2 >999 240 MT20 2441190 TCDL 1 15.0 Lumber DOC 1.25 BC 0.01 Vert(CT) 0.00 2 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 3 r1a n/a BCDL 10.0 Code FBC2017/iPI2014 Matrix-P Weight: 9lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=363/0-8-0, (min. 0-1-8), 3=-140/ Mechanical, (min. 0-1-8), 4=9/ Mechanical, (min. 0-1-8) Max Honz 2=66 (LC 8) Max Uplift 2=-164 (LC 8). 3=-140 (LC 1) Max Grav 2=363 (LC 1). 3=90 (LC 4), 4=18 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. NOTES i) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; 13CDL=5.Opsf; h=16ft; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 3 and 164 lb uplift at joint 2. LOAD CASE(S) Standard "\\�i'pN\ ME B 'Ar / PE 7 051 \Ll / -DD -- -0 LS \ TATF /j- 0T�-:If'4OR10 SS/1�I II111\NG Ll� Job Truss Truss Type Oty Ply Renton-Jem-Mission J2 Jack -Open 1 1 I Job Reference (optional) 5outnem Imss, Ft. Pierce, FL., 34951 Run: 8.315 Aug 13 2019 Print: 8.3105Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:15 Pags: t IDAT3074ZXymhGgKdGkrscoyPaMs-BXUUM62dEnhula8rMfCZ9L19gUbG_dJzN3=gCciv- -2-M18 t-9-0 Ai-9 1-9-0 1t a r. 3 2 I iR4o et t 4 w1 a4. so Scale = 1:30.9 Plate Offsets (X, Y): [5:0-2-2,0-0-81 Loading (pat) Spacing 2-0-0 CSI DEFL in (loc) I/deg Ud PLATES GRIP TCLL (roof) Y 20.0 Plate Grip DOL 1.25 TC 0.43 Ven(LL) n/a - n/a 999 MT20 244/190 TCDL t 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n1a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight 12 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purilns. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 3=284/ Mechanical, (min. 0-1-8), 4=171 Mechanical, (min. 0-1-8) Max Horiz 3=591 (LC 1), 4=-591 (LC 1) Max Uplift 3=-122 (LC 8) Max Grav 3=284 (LC 1), 4=35 (LC 3) FORCES (Ib) - Max. CompJMax. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-274/650 BOTCHORD 24=-591/321 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf: BCDL=S.Opsf; h=16ft; Cat. II; Etip 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 pat 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 1221b uplift atjoint3. 5) Non Standard bearing condition. Review required. PN M_B[� LOAD CASE(S) Standard\\ \ �- GEN,31 PE 7_ 051 01t STA�q F Job Truss Truss Type Qty Ply Renton-Jem-Mission J2A Jack -Open 1 1 Job Reference (optional) Southem-Truss,R Pierce, FL.34951 _ _Run: 8.31 S Aug 13 2019 Pdnt 8.310 S Aug 13 20191ATek Industries, Inc Thu Jan 3010:31:15 Page: t ID:AT3D74ZXjmhGgKdGkmcoyPaMs-BXUnM62dEnhuleBrMrCZ9L6TgU3G -aJzfXS=gCcw t-vau I I 12 6 3 �I �LTI� t a, riI d 3 Scale = 127.4 Loading (pst) Spacing 2-0-0 CSI TCLL (roof) 20.0 Plate Gdp DOL 1.25 TC TCDL t 15.0 Lumber DOL 1.25 SC BCLL 0.0 Rep Stress Incr YES WB BCDL 10.0 Code FBC2017RPI2014 Matrix-P LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2=1391 Mechanical, (min. 0-1-8), 3=171 Mechanical, (min. 0-1-8) Max Hartz 2=150 (LC 1), 3=-150 (LC 1) Max Uplift 2=61 (LC 8) Max Grav 2=139 (LC 1). 3=35 (LC 3) FORCES (lb) - Max. Comp./Max. 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=S.Opsf; h=16ft; Cat 11; 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 noncancurrent 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 61 to uplift at joint 2. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard 2x4= t-s-0 DEFL 0.09 Ven(LL) 0.03 Vert(CT) 0.00 Horz(CT) In (loc) I/deft L/d PLATES n/a - n/a 999 MT20 n/a - We 999 n/a - n/a n/a Weight: 6lb GRIP 244/190 FT=10% I / DG 79nr l -9 STA bF V i��� �•1-%D 0�� Job rue Qty ply Renton-Jem-Mission J3Truss JTack-OpssTypen 12 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 fE Scale=1:33.1 Plate Offsets (X, Y): [2:0-0-8,Edge], (5:0-2-2,0-0-8] 0 Run: 8.31 S Aug 132019 Prim: 8.310 S Aug 132019 MTek Industries, Inc. Thu Jan 3010:31:16 Page: 1 ID:Im5h6finglc8GpZCEYdXsyPdGv-aXUftM62dEnhula8rMICZ9L1ygQXG dJZIX3�gCm -- 22 -0-0 2-0-0 340 12 6 1 3 360 �1 Loading (psf) Spacing 2-0-0 C81 DEFL In (lac) "deb Ltd PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 0.44 V rtft-Q -0.07 4 -428 240 MT20 244/190 TCDL / ° 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.11 4 >288 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 1 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 161b FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.' REACTIONS (lb/size) 2=362/0-8-0, (min. 0-1-8), 3=41/ Mechanical, (min. 0-1-8) Max Horiz 2=115 (LC 8) Max Uplift 2=-129 (LC 8), 3=-20 (LC 8) Max Gmv 2=362 (LC 1). 3=61 (LC 3) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=i60mph(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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psi 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 truss to bearing plate capable of withstanding 201b uplift at]oint 3 and 1291b uplift at joint 2. LOAD CASE(S) Standard XN "XCENS1 \<, o 1 i oG 7pnrzi ' \ STA�'(/�ybF f j•�! •d �801l l l l 11\0 qs- Job Truss Truss Type Qty Ply Renton-Jem-Mission J3A Jack -Open 2 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:16 Page: 1 — _ - - ID:g6a9lytO3RmTueYgz MNpyP'dGOcj2F5h7gOYvYWv9KP4BR6MuCcEpW7RtTCJHcVPzgCcv 3-0d 12 S 2 NOP2x ST a a B1 � • 3 e � 2e3e a.o-c Scale = 1:29.6 Plate Offsets (X. Y): (1:0-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL (roof) a 20.0 Plate Grip DOL 1.25 TC 0.13 Ven(LL) 0.00 1-3 >999 240 MT20 244/190 TCDL 1 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) n/a - Na n1a BCDL 10.0 Cade FBC2017/TP12014 Matriz-P Weight: 1011b FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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. REACTIONS (lb/size) 1=117/0-8-0. (min. 0-1-8), 2=91/ Mechanical, (min. 0-1-8), 3=261 Mechanical, (min. 0-1-8) Max Horiz 1=75 (LC 8) Max Uplift 1=-17 (LC 8), 2=-74 (LC 8) Max Grav 1=117 (LC 1). 2=91 (LC 1), 3=52 (LC 3) FORCES (lb)- Max. CompdMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES i) Wind; ASCE 7-10; Vult--160mph (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) 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 truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17lb uplift at joint i and 74 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Renton-Jem-Mission J5 Jack -Open S 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 1 Ron:8.31 S Aug 132019 Print:8.310 S Aug 132019 MiTek lndustnes, Inc. Thu Jan 3010:31:15 Page:1 -10:7mXwKoOvDiS7D55k02aXyPdH4-cj2F5h7gOYvYWv9KP4BR8MUCIEmh7RlTCJHCVPzgCw aq sao zaa s-o-q 12 3 I Scale = 1:35.7 Sko Plate Offsets (X, Y): [2:0-1-4,Edge], [5:0-2-2,0-0-8] Loading (psi) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) a 20.0 Plate Gdp DOL 1.25 TC 0.44 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/iP12014 Matrix-P Weight: 22 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=419/0-8-0, (min. 0-1-8), 3=117/ Mechanical, (min. 0-1-8), 4=46f Mechanical, (min. 0-1-8) Max Honz 2=165 (LC 8) Max Uplift 2=-129 (LC 8). 3=-104 (LC 8) Max Grav 2=419 (LC 1), 3=117 (LC 1), 4=92 (LC 3) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vu11=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; 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 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurr ant with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3 and 129lb uplift at joint 2. LOAD CASE(S) Standard PE 7 051 \71 1 -PP I -9 �\ STAT F i�Z \\\\\ � o �'A /�G� Job Truss Truss Type Dly Piy Renton -Jam -Mission J5A Jack -Open 2 1 Job Reference (optional) r,.h: a.o1 s Aug 1J Zule Vnnu u.31u snug 13 Ze19 MI IeK InauStrles, Inc. Thu Jan 3010:31:16 Page: 1 ID: be3BjhzPAumKh7B48fyEhVyPdGG<j2F5h7gOYvYWv9 4BR6MuBcEm—i..RtTCJHCVPzgCcv 5-0-0 12 6 r 2 IN "! NOPU STP R t f E Bt 3 2x4= Sale=1:33.2 1 54a Plate Offsets (X, Y): 11:0-14,Edge] Loading (psp Spacing 2-0-0 CSI DEFL In (loc) Ifdefl Ud PLATES GRIP TCLL (roof) . f 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.03 1-3 >999 240 MT20 244/190 TCDL i 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 rda n!a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 16lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS (Iblsize) 1=207/0-8-0, (min. 0-1-B), 2=1611 Mechanical, (min. 0-1-8), 3=46/ Mechanical, (min. 0-1-8) Max Horiz 1=125 (LC 8) Max Uplift 1=-35 (LC 8), 2=-126 (LC 8) Max Grav 1=207 (LC 1). 2=161 (LC 1), 3=92 (LC 3) FORCES (lb)- 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.Opsf; BCDL=5.Opsf; h=16tt; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 1 and 126lb uplift at joint 2. LOAD CASE(S) Standard �\GENg�.��ij/ 1 ' PE 7051 0 STA F -20 N S/0NA"�NG��\\\ 5l r Job Truss Truss Type pry ply Renton-Jern-Mission J5T Jack -Open 2 1 Job Reference (optional) soumem INss, rL Tierce, tL., 349bl Run: 6.31 5 Aug 132019 PdnC 8.310 5 Aug 13 2019 MiTek Industries, Inc. Thu Jan 3010:31:16 Page:1 ID:ll6galhbSgmMMmFSupoHl2yPd9Acj2F5h7gOYvMv9KP4BR6MuCmEml?RtTCJHcVPzgCcv -2-aa 2-ted fi-OL 2-ee 2.10i 2.1-12 12 4 0 a 0 Scale =1:37.6 3-0a 5de 3-0 2-00 Plate Offsets (X, Y): [2:0-34,Edge], [6:0-2-0,0-0-8], [8:0-2-2,0-0-8] , Loading (Psf) Spacing 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL (roof) i 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.02 7 >999 240 MT20 244/190 TCDL - ° 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.03 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-R Weight: 24 to FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 2=419/0-8-0, (min. 0-1-8), 4=98/ Mechanical, (min. 0-1-8), 5=651 Mechanical, (min. 0.1-8) Max Hertz 2=165 (LC 8) Max Uplift 2=129 (LC 8), 4=63 (LC 8), 5=-17 (LC 8) Max Grav 2=419 (LC 1), 4=98 (LC 1), 5=80 (LC 3) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vu1t=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. It: 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 nonconcument with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss tobea ring 4, 129 lb plate tlift at joint 2 and 17 Ibdung 63 lb uplift llift at joint Sat Joint \\\ N {1�l-$� LOAD CASE(S) Standard j PE 7 0.51 `l1 O STA F / i�c�.FGORI��%N N IENG \\\\ Y Job Truss Truss Type Qty Ply Renton-Jem-Mission J7 Jack -Open 38 1 Job Reference (optional) soumem Imss. rl. Fierce, rL., 34YOr 6 Nun: b.31 5 Aug 132019 Pant: 0,310 SAUg 132019 MiTek Industries, Inc. Thu Jan 3010:31:16 Page: 1 ID:2gPBNWKUPmU NN8kolajlyPdlN-cj2F5h7gOYvYWv9KP4BR6Mu7DEts7R1TCJHcVPzgCw 3 Scale=1:40.3 74a Plate Offsets (X, Y): [2:0-1-4,Edge], [5:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (too) I/deft Ud PLATES GRIP TCLL (roof) ' } 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.11 2-4 >695 240 MT20 244/190 TCDL t 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.23 24 >348 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 28 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=49610-8-0, (min. 0-1-8), 3=201/ Mechanical, (min. 0-1-8), 4=66/ Mechanical, (min. 0-1-8) Max Horiz 2=215 (LC 8) Max Uplift 2=-140 (LC 8), 3=-163 (LC 8) Max Grav 2=496 (LC 1).3=201 (LC 1).4=132 (LC 3) FORCES (lb) - Max. Comp./Max. Tan. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10: Vu1t=1 60mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf; h=16ff; 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 noncancument 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 ofwithstanding 163lb uplift atjoint 3 and 140 Ito uplift at joint 2. LOAD CASE(S) Standard PE A051 n -9 t STJA�Tf�% 7F �///•SS�ONAL ECG ���; Job Truss Truss Type Oty Ply Renton-Jem-Mission J7G Jack -Open Girder 2 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 5 Aug 132019 MiTek Industries, Inc. Thu Jan 30 10:31:16 Page: 1 ID:7sk4rN3_nTlyulwkATJ]BCyPZTP-cj2F5h7gOYvywv9KP4BR6MuBgEgn7RtTOJHcVpzgCa 2-M19 5-0-0 12 3 a Spedzl JUS24 Scale = 1:36.7 5AU Plate Offsets (X, Y): [5:0-2-2,0-0-8] I Loading (Pat) Spacing 2-0-0 CSI DEFL in (loc) Ildefl Vd PLATES GRIP TCLL (roof) - { 20.0 Plate Gdp DOL 1.25 TC 0.51 Vert(LL) 0.11 2-4 >492 240 MT20 244/190 TCDL ° 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.24 2-4 >227 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 1 0.00 3 n1a We BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 22 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=106010-8-0, (min. 0-1-8), 3=1171 Mechanical, (min. 0-1-8), 4=3781 Mechanical, (min. 0-1-8) Max HoNz 2=165 (LC 8) Max Uplift 2=331 (LC 8), 3=-104 (LC 8), 4=-75 (LC 4) FORCES (Ib)- Max. Comp./Max. 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.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 par bottom chord live load nonconcurrenl 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 104 Ito uplift at joint 3, 331 lb uplift at joint 2 and 751b uplift at joint 4. 5) Use USP JUS24 (With 4-1 Od nails into Girder 62-1 Od nails into Truss) or equivalent at 3-0-12 from the left end to connect truss(es) DB (1 ply 2x4 SP) to front face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) Hanger(s) or other connebtion device(s) shall be provided sufficient to support concentrated load(s) 564lb down and 193 Its up at 1-0-12 on bottom chord. The design/selectJon of such connection device(s) is the responsibility of others. 8) to 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 (lb/ft) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (Ib) Vert: 7=-564 E), 8=-409 (F) GENS PE 7 G51 �\Il f I 1 1 t _ s/ONA ID�NG���� Job Truss Truss Type Oty Ply Renton-Jem-Mission J7T I Jack -Open 3 1 Job Reference (optional) 3outhem Truss, Ft. Pierce, FL, 34951 Run: 8.318 Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries. Inc. Thu Jan 3010:31:16 Page:1 ID:eWZsxJgM6vKVO8bu3wR151yPdBU-cj2F5h7gOYVYWv9KP4BR6Mu6gEli?ReTCJHCVPzgCw .2Z ua L27-0L 2 2-104 4.OL 3-0-q 78 400 1 Scale=1:42.8 M04 Plate Offsets (X, Y): [2:0-1-4,Edge], [8:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) - 1t 20.0 Plate Grip DOL T.25 TC 0.83 Vert(LL) 0.22 3 >359 240 MT244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.26 . 3 >305 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Hoa(CT) 0.16 5 Na n/a I BCDL 10.0 Code FBC2017ITP12014 Mat Weight: 31 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=50710-8-0, (min.0-1-8), 4=218/ Mechanical, (min. 0-1-8), 5=54/ Mechanical, (min. 0-1-8) Max Horiz 2=215 (LC 8) Max Uplift 2=-134 (LC 8), 4=-154 (LC 8) Max Grav 2=507 (LC 1), 4=218 (LC 1). 5=107 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-secand gust) Vasd=124mph; TCDL=5.Ops/; BCDL=5.0psft h=16ft; Cal. 11; 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 nonconcument 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 1541b uplift at joint 4 and 134 lb uplift atjoinl 2. LOAD CASE(S) Standard 7 (/ PE 7_ 051 Yt D t\ STAT 7F iOT\�GORP- e5�5 Job Truss Truss Type Oty Ply Renton-Jem-Mission MV2 Valley 3 1 Job Reference (optional) Southern Truss, FL Pierce, FL. 34951 Run:8.31 S Aug 132019 Pnnt 8.3105 Aug 132019 MRex Industries, Inc. I nu Jan 3010:31:1 a Page:1 ID:be3BjhzPAumKh7B48fyEhVyPdGG-cj2F5h7gOYvYWv9KP4BR6MuliEgl7RlTCJHcV gCcv 2a o 12 6 2 1 d Wo 2-0O Scale=1:26.6 Loading (pst) TOLL (roof) 20.0 TCDL - e 15.0 BCLL - 1 0.0 BCDL 10.0 Spacing 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI TO BC WE Matrix- P 0.06 0.03 0.00 DEFL in (too) Well L/d Ven(LL) n/a - rule 999 Vart(TL) We - n/a 999 Horiz(TL) n/a - r1a We PLATES GRIP ' MT20 244/190 Weight: 5111 FT=10% LUMBER TOP CHORD 2x4 SP No,3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2.0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=62/2-0-0, (min. 0-1-8), 2=48/2-0-0,.(mi n. 0-1-8), 3=1412-M. (min. 0-1-8) Max Honz 1=35 (LC 8) Max Uplift 1=-12 (LC 8), 2=-36 (LC 8) ' Max Grav 1=62 (LC 1), 2=48 (LC 1), 3=28 (LC 3) FORCES (lb) - Max. Comp./Max. 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.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 continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) Bearing atjolnt(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 12 ib uplift at joint 1 and 36111 uplift at joint 2. LOAD CASE(S) Standard �I��/ `�IL�// \GEN&N<'' -DD f I -O t� STA*� F j 's� Job Truss Truss Type Oty Ply Renton-Jem-Mission MV4 Valley 2 1 Job Reference (optional) SouMem Truss, FL Pierce, FL., 34.951 Run:8.31S Aug 132019 Print 8.310 S Aug 132019 MiTek lndusldes, Inc. Thu Jan 3D 10:31:16 Page:1 ID:g6a91 ylO3RmTjuaYgzpMNpyPCGO.cj2F5hTgOYvYWv9KP4BR6MuDAEnU?R1TCJHCVPzgCcv dUU 12 2.4 6 F_ 2 q 1 4 1 B1 3 444. W. 4 o-6 Scale = 1:30.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (Ioc) VdeB LJd PLATES GRIP TOLL (roof) 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(TL) n/a - Wa 999 BCLL i i 0.0 Rep Stress Incr YES WB D.00 Horiz(TL) n/a - n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-P Weight: 14 lb FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 20 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=146/4-0-0, (min. 0-1-8), 3=146/4-0-0, (min. 0-1-8) Max Horiz 1=81 (LC 8) Max Uplift 1=-28 (LC 8), 3=69 (LC 8) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; VuIt=160mph (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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281b uplift at joint 1 and 69 It, uplift at joint 3. LOAD CASE(S) Standard S� C Job Truss Truss Type Oty Ply Renton-Jem-Mission MV6 Valley 1 1 Job Reference (optional) Soulhem Truss, FL Pierce, FL., 34951 Scale=1:33.8 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MITek Industries, Inc. Thu Jan 3010:31:16 Pa9e:1 -- ID:ag7G1N29alle2YDHHeAY77yPcDO-cj2F5h7gOYvYWv9KP4BR6Mu39Ehi?RtTCJHcVPzgCcv a a-e 13 as4 2 3 a4e W. s o0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (root) 20.0 Plate Gdp DOL 1.25 TC 0.99 Veft(LL) Na - Na 999 MT20 244/190 TCDL { 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) n/a - n/a 999 BCLL 1 0.0 Rep Stress [nor YES WB 0.00 Horiz(iL) Na - Na n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-P Weight 211b FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural Wood sheathing directly applied, except end ver0cals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=236/6-0-0, (min. 0-1-8), 3=236/6-0-0,(min. 0-1-8) Max Hartz 1=131 (LC 8) Max Uplift 1=46 (LC 8), 3=-111 (LC 8) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuit=160mph (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 continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcumenl with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift aljoinl 1 and 111 It, uplift at joint 3. LOAD CASE(S) Standard i '\�\GENSS'.,, PE 7051 STAT cr � t / R�� D)D /o IfA11 t�NG\\\�� s9 Job Truss Truss Type Oty Ply Renton-Jern-Mission MVB Valley 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Find: 8.310 SAug 13 2019 Mi Tek Industries, Inc. Thu Jan 301a:31:16 Page:l ID:RRpwMDNAOYrzbLIZOzgenyPcGg-cj2F5h7gOYvYVv KP4BR6MuCNEnK?QnT(:JHcVPZgC. boa 3n4. 3 W. 1.4. W. Scale =1:37.4 1 e-oa Loading (psf) TCLL (rooD 20.0 TCDL a 15.0 BCLL - T 0.0 BCDL 10.0 Spacing 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CS' TC BC WB Matrix-P 0.40 0.22 0.07 DEFL in (too) l/defl Ud Vert(LL) n/a . Na 999 Vert(TL) n/a - n/a 999 Hodz(TL) Na - n/a n1a PLATES GRIP ' MT20 244/190 Weight: 31 lb FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOTCHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=1081&O-0, (min. 0-1-8), 4=13518-0-0,(min. 0-1-8), 5=408/8-0-0. (min. 0-1-8) Max Horiz 1=181 (LC 8) Max Uplift 4=64 (LC 8), 6=193 (LC 8) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=3171238 - NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; CaL Il; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 4 and 1931b uplift at joint 5. LOAD CASE(S) StandardLPN` B M. PE7_ 051 4Z:�- 1t O STAT F /0NAi'E�G ��\\ ' r a Job Truss Truss Type Qty Ply Renton-Jem-Mission V1 Valley 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run:8.31 S Aug 132019 Pdnt:B.310 S Aug 132019 MiTek Industries. Inc. Thu Jan 3010:31:16 Page:.I ID:14AG28kluFWDEGLrSDlowbyPb7i<j2F5h7gOVvYW 9KP4BR6MuMgS?RITCJflcVPtgCcv� I I 12 6 F— T 2 'TIIII a4. tan Scale = 1:26 Loading (psf) Spacing 2-0-0 CSI DEPL in (loc) 'deg Ud PLATES GRIP ' TCLL (mol 20.0 Plate Grip DOL 125 TC 0.03 Vert(LL) Na - rule 999 MT20 2441190 TCDL i 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) nra - We 999 BCLL * 0.0 Rep Stress Incr YES WB 0.00 HOriz(TL) rda - nua nra BCDL 10.0 Code FBC2017rFP12014 Matrix-P Weight:4 lb FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOTCHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=4711-8-0, (min. 0-1-8), 2=3711-8-0, (min. 0-1-8), 3=1011-8-0, (min. DA-8) Max Horiz 1=26 (LC 8) Max Uplift 1=-9 (LC 8), 2=-28 (LC 8) Max Grav 1-07 (LC 1). 2=37 (LC 1). 3=21 (LC 3) FORCES (lb) - Max. Comp./Max. 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=S.Opsf; h=16ft; 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 fora 10.0 par bottom chord live load nonconcurrent with any other live loads. 4) Bearing at jolnt(s) 2 considers parallel to grain value using ANSIrrPI l 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 91b uplift at joint 1 and 28 Ile uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Renton-Jem-Mission V3 I Valley 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Scale =1:29A Run:8.31 S Aug 132019 Print 8.310 S Aug 132019 Mrrek Industries, Inc. Thu Jan 3010:31:17 Page:1 ID:KAG2Bk1uFwDEGUBDIowbyPb7l wo 1181952P72kxxnigeaRPKe8eku7cR OAlrzgdcu 3614 12 2xbo 6 2 d 1 81 3 W 2x4u 3614 Loading (psf) Spacing 2-0-0 Cat DEFL in (loc) Udell Ud PLATES GRIP ' TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.26 Ven(LL) n/a - nia 999 MT20 2441190 TCDL . 1 15.0 Lumber DOL 1.25 BC 0.15 Ven(TL) n1a - n/a 999 BCLL i 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL) n/a - n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight 12 lb FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc pudins, except end vedicals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (lb/size) 1=126Y3-6-14, (min.0-1-8), 3=126/3-6-14. (min. 0-1-8) Max Horiz 1=70 (LC 8) Max Uplift 1=25 (LC 8). 3=-60 (LC 8) FORCES (lb)- Max. Comp./Max. 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.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25lb uplift at joint 1 and 60 lb uplift at joint 3. LOAD CASE(S) Standard N6i (f PE 7V051 �71 1 -D ( -p STA F i ,Q:- �1 r 1 0 Job Truss Truss Type Oty Ply Renton-Jem-Mission V5 I Valley 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run:8.31 S Aug 132019 Print 8.310S Aug 132019MITeklnEysmes, Inc. Inu 3an3u 10:31nr vagerl ID:i4AG2BkiuFwDEGLreDlowbyPb7i4wcd]l81Bs2P72kXznigeaRHje8zku7cR Alr Ccu -2->-13 1S8 2-77 3-SA 12 W. B r 3 W. 2 s B1 4 Scale = 1:34 3 I I Loading (psf) Spacing 2-015 CSI DEFL in ('oc) /deb L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL {. 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a - We 999 BCLL r 0.0 Rep Stress Ina YES WE 0.00 Hoa(CT) n/a - n/a n/a BCDL 10.0 Code FBC2017rFP12014 Matr Weight 19lb FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc pudins, except end verticals. BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 4=75/3-5-8, (min. 0-1-8), 5=383/3-5-8,(min. 0-1-8) Max Hofiz 5=128 (LC 8) Max Uplift 4=-62 (LC 8), 5=-106 (LC 8) Max Grav 4=82 (LC 3), 5=383 (LC 1) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-337/133 NOTES 1) Wind: ASCE 7-10; Vult=160mph (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 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 106111 uplift at joint 5 and 62lb uplift at joint 4. LOAD CASE(S) Standard