Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Truss
SOUTHERN TRUSS COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772)464-4160 * Fax: (772)318-0015 • rv�cva nn vuruaw,,. Job Number: J2000704 Customer: GHO Homes Name: GHO HOMES LOT 262 ROOF Address: City, ST, ZIP: General Truss Engineering Criteria & Design Loads Building Code and Chapter. Computer Program Used. FBC2017/TPI2014 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) I St. Lucie County No. Date Truss ID# 1 05/07/20 Al 2 05/07/20 A2 3 05/07/20 A3 4 05/07/20 A4 5 05/07/20 AS 6 05/07/20 A6 7 05/07/20 A7 8 05107/20 As 9 05/07/20 A9 10 05/07/20 A10 11 05/07/20 All 12 05/07/20 Al2 13 05/07/20 A13 14 05/07/20 A14 15 05/07/20 A15 16 05/07/20 A16 17 05/07/20 A17 18 05/07/20 A18 19 05/07/20 A19 20 05/07/20 A20 21 05/07/20 131 22 05/07/20 B2 23 06/07/20 B3 24 05/07/20 B4 25 05/07/20 85 This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Engineer of Truss Design Package I Brian M. Bleakly FL Reg. Eng. No. 76061 2590 N. Kings Highway Fort Pierce, FL 34951 No.N,,,aOt77/,220 Truss ID# 260 B6 270 Cl 280 C2 290 C3 300 C4 31 CS 05/07/20 CJ3 05/07/20 CJ3C 05/07/20 CJ5 N32 05/07/20 CJ42 05/07/20 D1 05/07/20 D2 05/07/20 03 39 05/07/20 D4 40 05/07/20 D5 41 05/07/20 D6 42 05/07/20 D7 43 05/07/20 D8 44 05/07/20 D9 45 05/07/20 D10 46 05/07/20 Dll 47 05/07/20 E1 48 05/07/20 E2 49 OS/OL120 E3 50 06/07/20 ES No. Da I fruss to# 51 05/07/20 FGA 52 05/07/20 FGB 53 05/07/20 FGC 54 05/07/20 H1 55 05/07/20 H2 56 05/07/20 H3 57 05/07/20 H4 58 05/07/20 H4G 59 05/07/20 it 60 05/07/20 J2 61 05/07/20 J3 62 05/07/20 J3c 63 05/07/20 J4 64 05/07/20 J4G 65 05/07/20 J5 66 05/07/20 J5E 67 05/07/20 JSG 68 05/07/20 J6E 69 05/07/20 J7 70 05/07/20 J42 71 05/07/20 MV2 72 05/07/20 MV4 73 05/07/20 MV6 74 1 051 7120 V1 Page 1 of 1 TYPICAL DETAIL @ CORNER -• HIP NOTE: NDS=Navonal Deign Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. OA UP TO 265Y = 2-16d NAILS P,EO'D. 132.5: per Nail (D.O_L.Factor=1.00) nos toe nails only have 0.83 01 Q UP TO 394s = 3-15d NAILS REO'D. lateral Resistance Value. . ._ r12 S(D 10 1-0 HIP GIRDER 12 laVR �k O a-9-5 CORNER JACK GIRDER use .toe n' Be.ail 0 TT BC. H7 Typical jack 45' —I—��----- attachment TYPICAL CORNED. LAYOUT 0 toe nail & 2-16d Typical Hip -jack' attachment CHORD HANGERS FASTEN ER GIRDER I JACK J1-J3 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC I- - - - - -- 2-16d nails ----- J5 TO HIP JACK GIRDER TC - - - - - - - 2-16d noils - - - - BC - - - - -- - 2-16d nails - ---- J7 TO HIP GIRDER TC - - - - - -- 3-16dnails ---- BC - - - - - -- 2-16d nails - ---- HIP JACK GIRDER (CJ7) TO HIP GIRDER TC - - - - - - - 3-16d nails - - - - - BC I - - -- - -- 2-16d nails ---- MINII.�UM GRADE OF LUMBER LOADING (PSF) INCR.: oos T.C. 2x4 SYP J, L a EBC2a17 B.C. 2x4 SYP TOP 20 i2 BOTGM 00 10 VISES 2<4 SYP No3 SPAGNG 24' O.C. ' i i a I SOUTHER For - t Pierce Division TRUSS T 2590 N. Kings Highway, COMPANIES (800)2 2 01509 (772)464-4160 Mp://nm�rthan u=om Fox:(772)318-0015 Brian M_ Bleakly Struct Eng r76051 2590 N. Kings Highway, Ft Pierce, FL 34951, 772-464-4160 Y TYPICAL DETAIL CG COPkNER - HIP NOTE NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. Q UP TO 2651= 2-16d NAILS REO'D. 132.5#T per Nail (D.6.1-Factor=1.25) nds toe nails only have 0.33 of UP TO 394y = 3-16d NAILS REO'D. lateral Resistance Value. HIP GIRDER 12 O 75 & 1 a� 9b 0 7-0-14 CORNER JACK GIRDER use 2-16d toe nail Typical jack 45' ottachment III TYPICAL CORNER LAYOUT nail 2-15d Typical Hip —jack' attachment CHORD HANGERS FAS i ENER GIRDER JACK J1-J3 TO HIP JACK GIRDER. TC - - - - - - - 2-16d nails I - - - - - BC - - - - - - - . 2-16d nails - - - - - J5 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - -- - -- 2-16drolls - -- -- TC -------I3-16dnails -- - -- BC - - -- - -- 2-16dnails - - - -- HIP JACK GIRDER (CJ5) TO HIP GIRDER TC - - - - - - - 3-15d nails - - - - - BC - - -- - -- 2-16dnails -- -- MINIMUM GRADE OF LUMBER LOADING (PSF) sz INCR.: 25z T.C. 2t4 51?2 L a TBC2077 TOP. 20 WecS 2x{ SlP No.3 Ba1laM SPACING 0a 24' 7 O.C. SOUTHERN TRUSS Fort Pierce Division 2590 N. Kings Highway, COMPA�y ((B�BBBB IES Fort Pierce, FL 34951 (800)232-0509 (772)464-4160 Fax:(772)31 B-001 6 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 4atla=_rs Face Mount Hanger Gharts 9 G @ ..- Jotststao .:..:''�::'• ., _� nck Nu:P ...:-.:: `Ret. No. Gauue y :.;➢imensions lin)`:-:'.. :' d; e� FzsL=na BsNetlofe :'• , ..... :.: r " ,Or15P '::.y ,' .. :. AUoviabb !Wads (Lhs _ _ _ Joist F_ W = -.H..:. '-0''.' s A 'Mar ' -':.Bell :: Hail: Floor Ron!.:.: .Ilpid["-�:c+arCode` 700'x 115i tC" JL24 W24 20 7-9/76 3 1-12 15/16 II _ I 4 tOd -1 1 2 I i12 I::aO. 540 }::530. I: 's2➢. 5, I RS, F2 S 16d ! 2 10dz7-1210d 557I680 }oa'I: 320 JL241F-7Z — 118 1-2116 3_1/8 I1-12I 4 10l HDGI 2 I10dX1-12 HDG 401535:I SW' 250 •: 131, m, F32 4 1 76d HDG 12 1Dd x 1-12 H➢G 1 .56➢: 616 1 6U-:I ' 290 2x4 JM4 1 LLM4 18 1-G/I6 3-1/8 11-3141 1 — 1 4 1 1Dd 1 2 1 10] '676'1 -17sTm.-I BID 1L SUH24 I U24 I 16 11J/16 3-1/4 2 1-aMS — 4 10d 1 2 1 10d x 1-1/2 Boo .so-! fi'S: 380 5, d 16d 12 1 10dx1-112 I"S90I 65S..1 7201 350 ND26 HI726 14 1-°J76 3-1/22-1/21-1J8 Mtn 4 t6d 2 10dz1-12 4 Eta 715 3a: P5, F2 Ma< .] 615 6.� zS I745I 6Pa . JL26:': ,: '_.:.61-:-1'od�.l'4.1- LU2fi ;= •1Jd.s: -4`}:: 10d it=1f2-. 7'r0 8051 870 1 ESD m?z 1.1n-I 640'I °-57.1104s.1 650- JL26IF-.TZ L11C2oZ 18, i{4:4-tjt� Y SY2 :L..F'=... .•.-•; :.--.4.170dx7-12 .. "61'1D7HP3 .HDGI 73 5951 803 E70'I D. 31, R1, F32 6a 1:16d HDG.!'.4 iYOd zJ-7.2 HDG 830.!.950I tIX�S 73D a - '.. -JUS25 `..`J LUS23:..1: 18 IS-J16J 4",3I76 .1-374 -7 i =. 41 - 10d:.f�.4 '. �..TDd 67D' IBM ID90: 1115 :5 5, R5, F2 •. '2xS Y1,11525'-'?:4TJ326-.!"18''f-3f16,'rrtilfi'rC2: :'.S'"=.f.6' :.-1Dd`:.C6 j"':�1qd..: 11265147515DS I' MS. 131, R1, F32 l.' �..:°. L. Li6�:J 71fi;5-T78 .{..2•..�' ,r:> ., Y 6�.. 10d;'I-4:1'-.10dR1-Sn. 750 f6'40. mif;1 755: : 6 1--,'16d i' 4' 1 =10d'x 1-12' • 1 880 110701 7Da0 1 755 . '1iUa2i -MS 26 16: I-5id..5-21161-,3+,2-1-'— I74{ 76d-::j-6 I.: .'IGd 12763I 3140!&US 11225! - rH�2fi�' - NU26" :;74_ 1-9h ti :.3-12 2-7f2 �7/8 Idin' 4 -06d .{'.4.if 2' 1 :16dx1-12 615 j 695 1 745. 1 : 35S. 5, R5. 745 I 5a 4 96 ". 5-14 ".. .. i-'4Mu, ... " -.:76ds I I-4! z2"0Hr28 -1 3149]780 2c3J F2 1399 14931 Ms. JL26 I LU26 20 1-9/16 4-3/4 I1-1/2 15/16I — fi Iod 4 I 10dx1-7n 1 710i 805 ! 870 1 650. fi t 16d 4 1 10d '1 W i Sm i 10451 650' - JL251F-TZ WC26Z I 18 1-9116I 4.12 1-12 _ _ .fi I 10d HDGI 4 I10dx7-12NDG 695.1873! 970;' 730 I 31, R1, F32 6 T16dWS 1 4 110dx1-1211" 8301 9S0 10.951 730 JL28 LU28 I 20 1-116 6-3/8 1-12 15/16 _ 10 70d 1 6 I Ind x 1-72 7180 412251-12951 '855 - 15, P5, F2 10 1 '!Z 1 6 1 10d x 1.12 14D0 1800 17401 E55 :. JL281FTZ — 18 1-9r16 6.1/8 1-1/2 — _ 8 1hJ HDG 4 I0dxl-12HDG'.930 10MI 116G1 730: 31, RI, F32 8 1&I1i0G 4 110d x1-12 HOG 111051121,5112151 730 JUS26 Ur.26 18 11-9/16 4.7346 1.34 1 — 1 4 1 10d I 4 I 10d Y.1170 110301 1D80 1 1115- :- JUS28 ! UlEm 18 1-9n61 6-5/8 1-3/4 1 — 1 6 1 10d 1 4 1 70d I 7110{127.0113751 .1115 5, R5, F2 2x8 I14US26 I MUM 18 1-9/161 5-"6 2 1 — 6 1 10d 16 1 lod 112851147,51 T605-1 865 - 31, R7, MUS28 !JUS28 18 11-9/I6 7-1116 2 1 1 1 — 8 10d I 8 1 10d 1171011970.121401 1230 F32 SLI'H25 U26 I 16 1-me 5.1/8 2 1-3/16 — 6 10d 1.4 I 10dx 1-1/2-.7501840 670.1 755' fi 16d 1 4 1 10dx1-12 1 880.110M 11G801 755• SLN28 I — I 16. 1-Bnfi 6-w 2 1-3h6 _ 8 1 10d 1 6 1 tOdx 1.1t2 10'Ji1111201'i270! 800 8 1 16d 6 I 10d x 1.12 11175 131-51 1440-1 800 1 BU526 iNS26 16 1-5/8 I S-7/16 3 2 — 1 141 16d 1 6 1 16d I Z760131401 33451 1925 5' HU528 HUS28 76 1-5/8 ! 7•i+16 3 2 — ! 22 16d 1 8 1 16d 1447G 4YZ 1 43451 2S7o 'a R5, HD28 HU28 14 1-9/I6 5-1/4 2-12 7-1/B Iirn 8 I 16d 1 4 6 1GdX1-12 .1230 i33G1 14931 780 F2 Max 1230. 1390I 14931 825 HD210 HU270 ' 14 1-9/76 7-3/16I2-02 1-1/8 Giro 10 t6d 4 tOdzt-12 6 1540 j IME1 l8m' 7G0 Max 114 21s1 2430} 2G10! 1170 1) Upidt bads have been inarzsed 60%far rind a sdwnlc Ica# no further inaassa sell be pem mA 2)16d sitd(e5 (0.148 cla.:3-114' long) may be used a{ 0.84 at the table bad whare 16d=rnons are specified. Ns does not apply to JUS, HUM, M slant ml hangers. 3) ForJt15, HJS, and M11S banger Nark must be ddw_n at 30-to 45 angle mmugh the joistatrus Into the beada-b achieve thethble loads. 4) BAR-& 10d x 1-12" nails are 0.148' dl2 x 1-12' Islg, 10d nz8s are 0.148" die x 3" bng, 1&d nets are 0.162' diL x 3-12" long. New products or updated product lnfam Ilan are designated in blue font C➢rmsion Finish US'tainless Steal Gold bat SHDG Maple Zoo 112 Continued on next pace Copyright 0 2010 MITak InduslHos, Inc. All 1119lito Hauurvod L �2 ----- NUNN M rv:7 — — — — — — — — — — — — — — — — �L f is Z7 _j— — — — ZS — — — — — — — — — — — — — 2 G -,�l B zo �g 2 Z3 N �g •zo is a Z8 Z3 78 ;s g TE 71 'Z- 'S T, 7 cy IV 1� 22 'ea: 22 12 e2 e2 e2 E2 Q z! �Q Q �2 E2 ro Z 7. �b 94. 9 .. 1b, 2 I mr, 'I lb h b Imp Q S. .5 smotlaq Hangers Face Mount [danger Charts >... ' 3dist .-. .... - _ ESP'.'.. _':: Star; ti4"� ,._ .. Ref.Na .:: ..: =a:. 6xme r:". ,meosions (mj'.-�-- ....::.. =izst^ner SH,aduLs'.^', _r :,,;;.: ..., ,�:.•.OFh"P"' -`AJiowatile LoidsrV-1 - E='`code.- u. - i '. R1. Header .: :4; Jtist � W ' _ . H' _.. 0.., _.y�_-. :_ -A ida : Qty '' ].:1 `Naa 1 . 0`y _ "-.: r NaB _ Fair : flomF ".. u dFr Pr 103% 115% tti% 'I®% SJ4374 IS 11314 7 I i6 I 2-MG 110-2/1fi 2 1-Ile I _ I 18 1 lad I 6 110dx1.1/2[ O-j2625(zmi 1135 18 167 6 I1°dx1-112 2645 .3°0'J I30101 1133 F0374 I HU314 14 2-9/16I 11-5II6I 2-1nI1-1/8 I led ,Z tad xl-in12495 ±'4170 }/ rl . 24 3zi6 H0314F I HJ(374 I 14 2-9/(6I 11-5116I 2-12I - Min 1 16 24 led 8 tad zt-1n�4M127�1}"-12SIOtfazl [36351 4170.tH0316 HU316 14 2-9116 13-M6 2-121-1/e FAin 18 i6d 9 tads l-1/2 o 3725 }FA2X1 7240]61 H0316G I HUC316 I 14 12-9/ifi l 73.5/16) 2-12I - 166 12 I tad z1-tn12 6..9 ::(2)3 .4 HD36-2 ^'_ :11111 H(Cs6-2 -' 1.:... 74 ( 5-1/e �..6-7/8 2-12 1- is I.. .I win Mzz �. 70: 11:14 led -_.j) 4_ 1'":::i�': :--.::::121 f 154J.j 17'3118p' aM 1243012S?91 '76a 7170 (2J3x10 H033-2 ( HU38-2 14 15-1/8 16-1/8 12-in I t-1/81 M" 1 14 1� 6 10d 171-5 1243] ISMI' 214 25 d 7770 h11310.2 HU3T0-2 .T4 5-1/8 I 8 2-12 1-12 I Min N.ax 14 I 20 lad 6 10 tad 275512439 33M (3475 2GT0, (372-a 1170 j 1ti25 443x7Y: _ i H0312-2,'t' . 1 I HJ312-2 '- 1 14 �- ..i 74 s4ta' J . .�. 10 i... .4'' 1:2-12 7 1/8 Min Fitt 24 .1 led':" � -' iz.r^�. 1' ;_10d , 1 ? ' ` 2 �0I 1� 136�5: 4170 447° 2345. {z)3x14 H0312-2 I HU312-2 I 14 15-1/81 1a I2-12 1-1/8 Min { 16 t6d lad 246512780 296011D3 Mzz 124 I 72 3_eSS4 4170 447a 12340 PJSE3`-: .1 WS26.3 18 14-5171J 4-12 1. 2 1 1 led I "i.j. ,16d .�. r7a4° 77E5 12201 1355 1 '-1.SUii25-3 . --' •: - --''- L126-3 .d7 ...,-. - 76 ! ..I 45/e. ':- ,5.1/4 '� 2 - It .7 I.' •-; I•'- I 6 lad .1 : 2 _ ' 70d ,. j 1000 j 172011165 -sea: f 1 BrI led 2 i 'tad' .111E5111FZ 111651 350 (- - 63 " 4-11.--tI1-1/8 d14�_ �:70d . _: 1230"I 19 1149015B 7B0HI2 i 5, 7857 2085 22351 1170 • s 14 4-5/8 t , , 4-1n' 2-12 : : - .. }FAin -J 13tzz L-8. I''12-1 -... ` 1bd -- 4 It -:. _ : lad.. _- .. 1230113 111490.1. 7B0 P� 6 7857 2085t Me 1170 JU526-3 I LUS26-3 I 18 4-5/8 4-112 I 2. 11 I- I 4 1 led 1 4 1 led I IOW:11185 12201 1355 { JU528-3 I LIS28-3 1 18 4-Sa 1 6-3/8 12 I 1 I- 6 1 led 1 4 1 1M 11325 11510116451 1355 SUH25-3 I U25-3 I 16 14-5/8 15-1/4 I 2 I 1 I - 8 tad 2 lad I. 100011120 11165 1. 380 8 lad 1 2 lad Ill65 1165(11fi5I 3B0 (3) 2 x 8 I HU26-3 I 14 145h7 ! 4-1/2I2-i2l l-VB 14nH02r3 172 ibd Lfi� lad17z M.dz .�51 , 170 H026-31F 1 l HUC26.3 I 74 14-5/8 I 4-1/2 2-12 - Min I B t6d 4 lad 123a MM 11490 1 780 . max I 12 6 1850 1 2V55 22351. 7170' ND28-3 I - I 14 4-SB 16.3fd I 12-12I 1-7/8 FAin 1 10 16d 4 ,� It 1735 }1a ' 780 , Max 114 6 xi65 2430 2610 11770, H029.31F I - 14 14i/8I S-3/8 2-1/2- Min 10 16d 4 70d ISM TIM 1S65 780 Max 14 6 2153l 2430 .2.10 1170 JUS25-2. W575=3::, :'.18� 1 4-518 } E3/8. 2" '1 .'.:- ..a. .16d-'l 4 1 ` led . (1325 15t0' 1b45 1355 ` JUSZW-3'., - �. LUSz10-3J. :78 14-518.,1 8-3/8 2" 1. I =. a.` .1613 6't" 16d '17845121u5 2290 193a% _ SUH210-3 f " , ' U210.3 -. -]fi : - FS/B 8-3/8. ;"T:- : ;7f, -�.. -': 14 I -901,, 1: I tad ' 11Ta01'1965 .2120 j 1135 14-1fid10d .:i 20J' 2335 2520'1 T735 .-' - t.,. H°28-3',:../ .<, __ .� _ .. 14 5-5/8 .s-3/8. 2-12 �1-1161'14 Min'. 1a:.. r-76d. .4..( 61 .:Yad, '-I IS40 1735 180 78a '1 275312430 261011170 {3j2Xi0 ' ',.:-.'' .�. I 14. -, ..I, {a2 -.:.I, ,fi3/B ;.. 2-112 _.-..,J :--',:`lad:.:. ._i;. ,- .:Maz t-.14 -,. 1154011rS .:'.::..;. 2155.12430. M-j 26101 _ 7 7770 6' H0210-3 _ ° 1 y HU210-& _ .... : 14- _ 4SM E-1/4' 2-12 _ " 7 7/8 .Min'=74- .FAa I: 23, :", 16 .: `6 10 . . .':..: _ -10d Mel 2430L t 2610 1170 11 30601 3475 am 11B60. •. HD210.31F' .' ... •� HUC2t0-31: I 14. I4'45/8 . I I 8-7/4 r 2=.1%2!;-•7Mm:{215�1243a . - t j2670 3�'J 13S75. j. 37251 7770. 14 11 :Ilaz.l 20. ND0210-3L= ` .' j HJ=0-3 1-14. 1 4318 1 9 - . 3:` T=t/7 -:-- 1::12 1 WS3 9 6 -1-- W&3 t SMS-1 5-HO f 55901 2975' 31, H1, P32 1) upun Made nave beaa maeaserl 50%forw0,d or salsmic bads; no funkier Increase shad be p^.mdded. 2)16d sinkers (0.148 dia x 3-7/4' b,lg) may he used at 0.84 of the table Ind wtw_a 16d memos are specified. This does not apply to JUS, HIA IJUS sla d nail hangers 3)y."a3 Wood S,^ees are 1/4' x 3'long and are lnF ad wi HDO hangers 4) NABS tad nails are 0.148' da. z 3' tong, led nags are 0.162, dia.x 3-112, long. New producis w uPdaled pmduct udornIffm are designated N blue font. Dotrosion Finish HStainless Steel 9scold Goat OHM MTdple Zinc Continued on next page 117 Hangers Fare Mount Hanger Ghana 1 8 a �..... ..__ '- Joist Stz_ -:?. •,:' Soak N0. net. rto _Dlmenslons ..._ vauae (m). •� - .._ ' ... Fzsfenl5cheiule'?':::•: _::; '' :-. .DF/SP .-:.: .: iAOaRzBIe L'aads (LBS. _ P 3 - - , '.. . .Header': '--st'.-`, 'JB1'_:._Cnde_. ;W 'H' D :Q 1,9N 14zz Dtv --Had _-.. '. Dt9 . Ha8 1D0% 115% 725% 160% JUS46 I LLC46 1 18 1 3-5r91 5 12 1 1 1- 14 16d 1 4 I 16d �1040J'7TAij 112E J'il?Si:: Ell U46 I 16 I3-9116� 4-1.VS 2 1 1-1/8I - �10 j 70d 1 4 1 1W I.125011405 L 1515.1' 7ES 'j 1 '7S "I 70 16d 1 4 1 10d I:1470 157E t 1800 H)545 I HUM 1 14 1 3.5/81 5 2. 1 1 1 - 1 4 1 161 1 4 1 - 16d . I -ICES -1=1 13Do 1.,115-1 4x6 HUS451F I HUSC45 1 14 1 3-3/81 5 2 1 1 1- 1 4 1 16J 1 4 1. lad 1OES'1:323S(1300 f 115.1 H046 I HUE 14 I3-Rt161 5-7/76 2-U2l 1-1/3 idin B 1s 4 10d 723E 4'J-0 1490'I' 7&J' ttax 1 12 6 1Ei0120-°5 22351--1170 H048F I H11D46 I 14 I3-6/16I rrtll6 2-72 _ tin I 8 76d 4 lad 1233 .7290 1490 780.. 1170 Nax 112 s '18fiEj eons iz73sj 'JUS46'a'_. ;{.L1S4S'.,71 18 13-518.1 ..5'..I 2..1.1 1 4 11 4:'x `-16d:?:11040j1IS5112201135- , •JUSrS :. :.'--i11S49 +jf;18-1. 3-5/8 I: 6-7J8 12 t'-l'.1, i%'-' -fi I16d lsu51135' :I.U26-' :1 4:.. - . 18:13-9p6 1 c .' ._I 4-13/16I _ . '.- 2.., r 1-1/8: t _ �,-� _ E:10 I Sad :.4 (':'IM-"r 11250(t405.115151 75 .j 755 1- tU 14 16d' 1---4 �: ' ,10d'= 1 147E 167E 18D0'j -HM45'_- {. HU546'- .,{ '14 .1.3-S13 J. .= 5.- I 2 -.1 . .. _ 1. 4 '160 1 4 . f •':16d • - 1 IDES 1 1225I 13001 1155 1 HUSS61r-. -i HMG46 '?'.14.:I 3.5/E1 ..53.. 72 ..r1'.. .._.: 4.1 .I6d j 4c-{' 'l6d 105 11235 11300I 115 RU548 : 74 {.3-518 1 :'' 7'.' 1, 2. I i1 =1 ':- .. 6 I. 16d I': 5.61.: "t6d _ -'{ 1625 185E 19351 781E 1 4 YB. HL648R-- ', -14 i 3-5/8 J- 7. 2 fF 1 -- 1 6 1' lad i 6.1 . :16d- I IE25 1 IS5011a?5I 1610 I ' 1 HD46.:, --'"! ' 4 {1'NUSC49 JiU46 "=:(= - -4 3.9A6 ;5-7flfi- 14.2-1/2 1-1/6' , form 9 12. - 16d .-,-. 4 -•.�123D1139] .'. _ 149E( 780 1 1170 I18M 12055 22'S .. H�SSIE.s-.:`1tUG46 • H�48 . �•.:3-9/1fi ' F �14'I3-9/16-5-1116't2-7P2t--. - I - - 6-15/76 2-12� 1-11d. 11 FUn.I A �d [ 8 12 14, I,:1fid.10d:: 6. E6-` '11130111� - . - .. lad -: :I 11850 154E 2085 1 2085(2'1351 7T',S {149]1 (2235 (78551 780 1 m0 i 1170 ij1 .780 117E S. R5, F2 - 2155 j 243E 26,01 . .'.-H048G=-.,-:t-lfOC48 W.. .: '12&9ff81F I ' '.I 6-15%16 .2.12 �-71� [.'-: ':%1da �nj 10 [ 14 .16! :... 4 _.-...2,66 tOd. 1540I 17'Sjt&s1 780'� „76. 243E i26,D, JUSSB JUS410 I LUS48 I WS470 1 18 I 1 18 13-5(8 MAE 1 1 6-7/8 &7/8 2{ 2 1 I- 1 t I- I ' 6 1 B I 16d l6d 4 1 fi I 16d 1 1Ed 118451 1325 1151E 1 ME 1645 22901 ( 125 p 1930 III SUH410 U410 111 I 16 3-9116� I B-3/8 I 2 1-1/8I _ 16 10d I 6 1 13d 2000122451242E 113E Ti 16 16d 1 6 1 lad 1235E 2670-12830I HJS48 I HUS48 1 14 1 3-5/81 7 12 1 1 6 1 lad 1 6 1 16d 11625' 1650 19a 1810' ' HUS481F I HUBG48 1 14 3-5f8 7 12 1 1 I- 6 lad 1 6 16d 11625'.1850 I'19a.S I.16,0: H048 HU48 II 14 I3-RAE 6-15/16I 2-if2) 1.118 1 min Max la 14 tad B 10d ti540 0 1170. 5 243E Z ,m1 4x10 HD481F I HUC,58 I 14 3-9116 fi•15/t612.721 _ Min 110 tfid 16 4 10d 1 1540117.5 ,8�`a 7&7 1170 Vex 1 14 21551 2430.1251E 1. ( HUS410 1 HJS41 DIF 1 HUSS410 I HUSC410 1 14 13-5/8 14 j I 3-5/81 &7/8 B-7/e 2 1 2 1 1 - 18 - I I 8. 1 16d 18 166 1 8 16d 121701 16d 1217E 245 24v= 2aoD1. 91.if. 221) 22,00: 'I HD410 HU410 74 3-9/16I &13/16I2-1/21 1.1/8 tidal 14 16d 1M 2431 195E N.ax 1 10 i3�r13z251 HD4101F HUC410 14 &9/tfi 8-13/16 2-72I - Min 14 tad tOtl . 2151 24301 261E I: 177E 195E M� 20 10 H 3OW .5MJ 3725 H004101F I HUD0410 1 14 13-BM61 9 I 3 I 1-lk - 12 WS3 1 6 I R'S3 15015.1 E590 I 5E90'.1 2975 1 31. R7, F32 1) U2fdt bads have been increased 60%for Wind xseiismic loads rw lurlher inmeelle&Wbe palard . 2116d sinkers (0.148 diz x 3-1/4' hng) maybe usadat 0.94 of the table bad where 1Bd mmmows are specified. This does not ap* ta.Bl3, tM, IJUS start nail hanger 3) ME Wool Suess are 114' x 3' long and are in"Judw with HD0 hangers. 4) n4n c• tOd nmis are 0.148' dia. x3' I ng, t6d ruzBs aref)l dia x 3-1/2' big. Nm products m updated Pmdud itdmmadm are deevuded in Blue fal Carmsionflnish Mtainlsss Steel C-Gold Coat UHDG Mel 119 F IMUM GRADE Or LUMBERCho1J 2R4 SYP J2 SPF #1/I2or bvllar CIICR( 2%3 (o) Ull 2%4 Sp PON OR spr j1/#2 Or boiler Wall? 20 SYP pJ or bollor (1)•24 MAY DE RIPPED FROM A 2O0. (PITUNED OR SgUARK) ('•) ATTACH SLOB YALLI:Y 70 EVERY DUPPORIINO UUSs• Yfinh (2) 10U BOX (O,TJD' R 10 NAILS TOE—NULER FOR �PDU el AODE 7.1U ��PII WIND. _ NEAR NEIOMT. ENOLoSED OUIlbWO. ' TRIP. a RVAIUENCIAI. TYINO 70 UL-O I -Or. OUT 300 Olt IAnoEll A9 RCgUNED F'-0 tviax i n1 6'—C"Max 201-0" Max (**) ' SUPPORTING TRUSSES AT 24" CA MAXIMUN SPACING, TRUSS oil UNLESS SPECIFIED ON ENIANEER�S 11g) DE1I,N. MPLy 104 'P••PRACE, 00n ICNmN 4F WCpp V/L4LCY )gFtl, 6AME OPnoIRS NID OMUC OR AETIEn.ATTA011t71 YA111 IIJ 00% lt1.i D .51 %W A 0' CO. CU CUNRNUEUS IATFDAL DANCING, EQUALLY SPAC44 NII ICAL VALLEY IYCO6 VnEATEM1 7IWT 7'-9 . MAXIMUM VALLEY VE111110AL BERNIT TINY NDT EXCEED 12'—O', TOP CHURD OF 7//��RUSR DENEATH VALLEY SCr MUST BE DOACEU OHIO IPONYTA Io ttAPIIED. WCO 911MUND APPLIED PNDR TO VALLEY TRUDO KIIRL ND AT 24' UO, Olt AS 0711ERYISE DPWIFIED O0 ENGINEERS' 2TA.ED DLSIUIA m VALLEY TRUSSES USED 01 LIEU UP PVJIUN SrACINO AV SPEtlFlEU ON ENGINEERS' OWED -DEOIoN. ('^)Nm;: i4NTU Vic PunUN ilrAcolo run nmulNo Tn Tor Cltono Dr TIIE T0110a bCNUTI TIIE VALLEY 19 MEASOR)T ALONG 711E SLOPE OP 1119 TOP WOOD. (+e) LLARGEnorERRUSPP S1 AS, OE BUILT AS L0110 AS THE VERTICAL )RIGHT DOES BOTTOM OIIDRD MAY OE SQUARE OR MOORED CUT AS 01101YN. (2)121J Epa SQVME Our -)RCE IWI.11 VN VALLEY. ' / / a cn nv 01'T�C STUD END VEIMCAL Late II OPTIONAL HIP JOINT DETAIL . FRAMING TO LL 20 20 PSF TC OL 10• 10 PDT, BC DL 10 10 PSI, DC LL 00 OR Psr• TOTAL LOAD 40 40 Psr (IIIV 9f (009 1.25 1.25 orvo6 No on oo BruooS aUn ON ry U Ct N' o v ;I SP '-7� U —o U N DFL a U '3—n' :E U 1— N > SPF ] a—n —' CJ HF STUD U—O UA o u 1-9 —a o SP ; -o c7 DFL o "�-U mnT+Unno a —mom E x 4� U 5PF FIF E O S A UnnU n a, U o " SP r DFL S-+ AMR ^a OF Y[TiT,W�. SOUTHERN TRUSS COM@ANIFS —Frus—S � a� OLE VERTICAL MNVIH plc mcpomlbli ul WIN dod(n1u8 p u ,one uncpm Inn" mo cwllmed. Ic 1 a tuts MuTdmun Tulul Land 00 PSI' .gPACINO AT Ze O.C. on '°ypic,-�al PaggY!gewg-1<, MINIMUM GRADE OF LUMBER TaP Chard 2x4 SW #z or batlar Noll Chord 2x4 SW #2or holler W"bn 2x4 SW ji,or Lollar REFER TO SEN.ED DE31UN FOR MOILED PLATES SPACE PIaa=H VER11M.5 AT 4' DC MAx. T NOWT DIBEC�7I.Y CHORD SPLICES MUST BE STAUUERED 50 711AT ONE SPLICE ATTACH PURRINS 701tTOP � OFpFFLLAAT TOP CHORD. IF PIDC7MCK IMAY P °rep u°Eo oFNFAiI� illE TOP 01100 OF SuPNdRiINO TRUSS. REFER 70 ENDNEFdrS SEALED DESIGN FOR REQUIRED PURUN SPACINO. 'DRS °EfAIL 47 APPLICABLE FOR 111E FDIL.DYANa WIN° CON01II0N5a W-.MI'11 HIND, ]0' MEN1 mr. ASCE 7.1n CLOSED DLDO. LOCATED ANYWIIENE IN ROOF. 1 MI. FROM CDASr CAR 1, EXI, C. WIND To Dlr•C POP, WIND no DLI Par 140 MPH WIND. 3u' mm near 01D orIo,CCr100F UDL PSFWIND COL-11 FROM' FACE Ix•) MAT DE OFFSET FROM BACK FACE PL47ES AS LONB As norm mm ME SPACES 4' or Mm. mlI - WEB BIIACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 1x4 "T" BRACE. SAME GRADE' S110ES A5 WED 7'0" TO 10' MEMBER, OR BETTER AND 00. LENGTH OF WEB MEMBER. ATTACH WITH Dd NAILS AT 4" 0/C. 2R4 'T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER AND i3cm LENGTH OF WEB MEMBER. ATTACH WITFI 16d NAILS AT 4" O/C. JOINT SPANS UP TO TYPE 30' 34' 36' 52' A 2x4 2.5x4 2.50 3115 0 4x6 5x6 5x6 5x6 C 1.50 '1.5x4 1.5x4 1.5x4, D 5x4 5x5 5x5 5)(6 i C B�—,° c I n C. *ATTACH PIGGYBACK WfTH 0"xflxl/2" COX PLYWOOD wmi 4—#od NAILS IN EACH BOTH FAOtS ®'4'-0' ox. MAX. co vv cA e— u—t 1 r"s !Z;p ❑oclla0 tracing 4 Ill the responellil of laws dnipnar, prole manor, rear hoes fatlkuld, persom elecVny Inew" um ctuganed to took Hot' advice requedinerection hinting Stich 11 Cheryl required la proeml I� nod domhaahag Lint atclbn; and ppsmmml bracing which Gay to raga Y90% upplkallanL SIC TCSI—NI 5amnary Avel Colmmnlary end moor DON for handling, tvlag A tmdng metal plan eomeeted toad Imuei lraals Ore to to Soehd and falened In f alenad In o shulgid and pt-0IIL 1 whole no shoalN It oppGtd dh"Pf to the lop stands, viol shah to troy. 1pecinad on the Ilya design. Tmass shag to ondle wll reasonable two Maxlmun Loading 55pof al 1.33 Dura°on Factor 50pof at. 1.Y5 Duration Factor 47psf at 1.15 Durulf Rr Factor SPACING AT 24" U.C. L-BRACE DETAIL Nailing Patiem . L-Brace s ze Nail S'¢e . Ne l Spacing 1x4or6 10d 8"•o.c. a4, 6, or 6 15d 8" O.C. No".: Nail along entire length of L-Brace. ' (On Two-Piy's Nall to Both EGFs): ; - '. V2 �C VJeb Wx L-Brace must be same species grade (or better) as web member.• Not>-: L-Bracing to be used when cormnuous lateral bracing is Impractical. L-brace mast cover 90..%cfwab le<ngtk: •, . • L-Brace Size for One -Ply Truss Specned Continuous Rows of Lateral Bracing WEb S¢a 1 I 2 Zz3 or2x4 1x4 w, 2x6 US * - 2xz3 — DIR=-CT SIJBSTFFUTION NOT .A?LJC49IJ: L-Brace Size for Two-Piy Truss Specined Continuous Rows of Lateral Bracing Web S ze 1 I , 2 2x3 or 2x4 2x4 2xB 2xEl : 2x8 2X8 Y. — DIXFCT SUBSTrnJrroN NOT APUCASCE SCAB -BRACE DETAIL I ST-SCAB-BRACE Note: Scab -Bracing to be used Mien continuous W rl bracing at midpoint (orT-Brae_) is impracvQi. Scab must cover full length cfweb +I- B". " THIS DETAIL IS NOT.APLICABLE 0HEN BRACING IS . REQUIREDATi13•POINTS OR I-r3RACE IS'SPEGIr;E0.- APPLY2X SCAB TOONE FACE OFWEB WI H 2 ROWS OF 10d 13" X 0.131'� NAILS SPACED G'O.C. SCAB MUST BE THE SAME GRADE S¢E AND SPECIES (OR BE iTcR) AS THE V✓EB. ' ' I NMIMUM WEB AXIAL FORCE = 2500 Ibs ✓�AXIMUM WEB LENGTH scAs BRACE 2K4 MINIMUM VVEB-817E• MINIMUM WEB GRADE OF=3 Nzr7s� Section Defer L ®<— Sc:b-Brace Web Scab -Brace must be same species grade (or better) as web member. T-BRACE / I -BRACE DETME Note: T-Bracing 11-Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to cd-Nart T-Brace / 1-Brace webs to continuous lateral braced webs. Nailing Pattern T-Bra size Na lS¢e Nail Spacing 1x4orIxS 1od O.C.6' 2x4 or M or 2x8 16d 8' O.C. Note: Nail along entire Length of•.T--Brace! 1-Brace. (On two-Plys Nail to Both Pries) .. alternate position Iva Nails altemate position Nails web Nails Section Detail T-Brace web (-Brace SPACING Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing WebS¢e' 1 2 2x3vr 2x4 1x4 (7 T-Brace 1x4 (-) I -Bra 2x6 I ix6 (') T-Brace 2x6 I -Brace 2X8 W T-Brace I 2x6I-Brace Brace Sae for Two -Ply Truss Specified Continuous Rows of Laferal Bracing Web Size 1 2 2x3 or 2x4 12x4 T-Brace 12x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 12XB T-Brace ' o n i-cx— j-Brat--/ I -Brace must be same species and grade (or better) as web member. (q NOTE If SP webs are used In the truss,-Ix4 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 g with 1)_ bracing material, use IND 45 for T-Bra6all-Brat For SP truss lumber grades up to 1 with lX bracing material, use IND 55 for T-Brace/I Brac Job Truss Truss Type ally Ply Avalon -Mediterranean- Al Roof Special 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Scale = 1:81.5 Run: 8.31 S Aug 132019 Pnnt 8.3105 Aug 132019 MiTex Indusmes, Inc, rn Aprza ue:az:oo rage: , ID:25Ys9447kmmi2g5MnorlCoyODm-KWdTeChN WZYCcLemyHiefvl4LLU19u1ZOhxZH0zt4a46 33-0-11 384-12 43-0-12 5-9-15 I 3-0 13-412i 11105 I 1143-1-8 31 612 1, Me 0.55 44}1:0084-0 2-6-7 5.34 0-84 5xs= 5x8= 1147�0'683 5' 22.3-0 5-9-15 5-9-05 117-0-0 20-04 4-2 43-11-8 448-02247112 0.&4Fe 8e4 1-O0)440.0-0 2-2-12 Plate Offsets (X, Y): [6:0- 2-8,0-3 0], 7:0-2- .0-2-4], 1 [30 20-2-8], [1 :0-3- ,0-0 ]_p] 3:0-2-8,0-2-12], [18:0-1-12,0:141], [19:0-2-12,0-2-8], [23:0-5-12,0-1-8], [26:0-34,0-2-12], Loading (psf) Spacing 2- CS' DEFL in ('oc) Udefl LJd PLATES GRIP TCLL (rooQ 20.0 Plate Grip DOL 1.25 fC 0.69 Ven(LL) -0.13 18-19 >999 240 MT20 244l190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.30 18-19 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.72 Horz(CT) -0.08 16 n1a n1a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 332 lb FT=20% LUMBER BRACING _ TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc puriins, BOT CHORD 2x4 SP No.2 *Except* 137,139:2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-9-13 oc bracing. Except: OTHERS 2x4 SP No.3 6-0-0 oc bracing: 28-30 REACTIONS (lb/size) 15=18/0-8-0, (min. 0-1-9), 16=123010-8-0, (min. 0-1.9), 10-0-0 oc bracing: 24-26 27=2949/0-8-0, (min. 0-3-8) WEBS 1 Row at midpt 7-23, 8-23, 8-21, 8-19, 6-27 Max Hodz 27=385 (LC 8) Max Uplift 16=438 (LC 9), 27=-764 (LC 8) Max Grav 15=68 (LC 3), 16=1297 (LC 18), 27=2949 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less exceptwhen shown. TOP CHORD 2J=-321/874, 34=-510/1375, 4-5=492/1500, 5-6=-573/1742, 6-7=-568/271, 7-8=-465/276, 8-9=-1706/654, 9-10=-1633/504,10-11=-1162/371,11-12=1162/371, 12-13=-1123/366 BOT CHORD 2-31=-694/357, 30-31=-694/357, 5-28=-216/412, 27-28=-1328/663, 26-27=-8891462, 24-26=-39/269, 6-26=-311298, 23.24=-839/445,22-23=-1331782,21-22=-133/782,9-19=-351/274,18-19=491/1675, 13-16=1066/401 WEBS 3-31=-176/291, 3-28=-680/324, 6-23=-414/1548,7-23=-331/138, 8-23=-812/245, 19-21=-121f760, 8-19=492/1237, 10-19=498/210,10-18=-7061214, 11-18=-384/231,13-18=458/1578,5-27=-529/225,6-27=-2709/645 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst, BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. - 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438lb uplift at joint 16 and 764lb uplift at Joint 27,����� III IIII�� LOAD CASE(S) Standard GEN,S+F�y\r���i -� _ PE 7T051 �1 r 20 4ORID00 P������ Job Truss Truss Type Qty Ply Avalon -Mediterranean- A2 Roof Special 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, U951 Scale = 1:81.5 Run: 8.31 S Aug 132019 Print: 8.310 S Aug 132019 Mlfek Induslnes, Inc. Fn Apr 24 oa;azco rage: 1 ID:25Ys9447kmmi2g5MnorlCoyODrz AssXi7Htg3EVDyW?EtC6rEIIMMJOiFLh5pTzNa45 21-8-7 25-11-15 313.11-11 43-9-12 -2-0.0 59-15 10.3.4 13-0-12 20.40 21-11-15 30-6-4 31- -7 1374-12 41-1-8 44-8'Q �2-0.0 1 59-15 1 485 1 31-8 1 6-11-4 F 0.J 8 1 4-6.5 0-1_12 6-3-5 1 3-&12 1 in 1-4-7 4-0.0 0-5.7 2-8-4 5x5= it 49-0ID 3465= 5-9-15 10.5-0 1773-0-0 1 -0 -3-0 25.70.3 30R0 37-0-72 43-11-8 4db0 5-9-15 47-1 0. 7-1-0 1-17-0 3-7-3 49-13 6-8.11 66-13 0-e- 1-Om410.0-0 Plate Offsets (X, Y): [28:0-2-8,0-3- ], [8:D-2--O,Edge][ [3 0 2-0,0-0, [1 :0-3--2 3, [dgge)4:0-24,0-2-0], [17:0-2-12,0-0-4], [19:0-1-8,0-1-8], [20:0-2-12,0-2-8], [27:0-3-4,0-2-12], Loading TCLL (root) TCDL BCLL BCDL (psf) 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS' TC 0.74 BC 0.93 WB 0.83 Matrix -MS DEFL Ven(LL) Vert(CT) Horz(CT) In (loc) Vdell L/d 0.16 19-20 >999 240 -0.32 19-20 >999 180 -0.10 17 n/a n1a PLATES GRIP MT20 244/190 MT20HS, 1871143 Weight 336 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, BOT CHORD 2x4 SP No.2 *Except* B2,B7,B9:2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. Except: OTHERS 2x4 SP No.3 2-2-0 oc bracing: 29-31 , REACTIONS (Ib/size) 16=-11710-8-0, (min. 0-1-9), 17=1368/0-8-0, (min. 0-1-9), 10-0-0 oc bracing: 25-27 28=2946/0-8-0, (min. 0-3-B) WEBS 1 Row at midpt 7-24, 9-24, 9-22, 11-19. 6-28 Max Horiz 28=3B9 (LC B) Max Uplift 16=-135 (LC 18), 17=-546 (LC 9), 28=-769 (LC 8) Max Grav 16=108 (LC 9), 17=1462 (LC 18), 28=2946 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/877, 3-4=-503/1359,4-5=-498/1484, 5-6=-57311744, 6-7=-579/328, 8-9=498/305, 9-10=-1636/671, 10-11=-1610/591,11-12=-1042/405,12-13=-1042/405,13-14=-1106/397,15-16=-288/52 BOT CHORD 2-32=-696/359, 31-32=-696/359, 5-29=-245/478, 28-29=-13151656, 27-28=-912/480, 25-27=-03/275, 6-27=-36/306, 24-25=-859/463,23-24=-228/870,22-23=-228/870,19-20=-464/1474,14-17=-975/433 - WEBS 3-32=-172/287, 3-29=-667/318, 6-24=-357/1549, 24-35=-301/144, 7-35=-301/143, 9-24=-783/269, 20-22=-210/851, 9-20=-441/1135,11-20=-613/310,11-19=-5971200,12-19=-274/207; 14-19=-038/1400,5-28=-579/249,6-28=-2704/647 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 546 lb uplift at joint 17, 135 lb uplift at joint 16 an �7� II �pl�f( hijb/r}f LOAD CASE(S) Standard \\\��` ��l_B[F�"//// \GENSF.7`rt / � � 1 PE7 051 X1 _ Y (f A %lcy��� Job Truss Truss Type Qty Ply Avalon -Mediterranean- A3 Roof Special 1 1 Job Reference (optional) Soulnem Truss, FL Pierce, FL, 34951 Style = 1:B0a Run:8.31 S Aug 132019 Pnnt 8.3108 Aug 132019 MiTeK lndusmes, Ina to Apr 29 ud:3zm rage:i ID:25Ys944?kmmi2g5MnorlCoyODm-GukE3tjd2Bmsfo94il6%KNPu969dolsT?QgLv Na44 284-0 29-1-8 42-11-1 -2-0-D 5-9-15 111 13-0-12 20.4-0 24-0-0 28-9J 335-0 39-141 440-14 2-0-o 5-9-15 4-5-5 3-1-8 fi-it-0 3-B-0 0.9- 43-8 W. 40.0 0-4.5 3-9-9 5x5= ----4x5= 2X4e 44R5�2q%4TR 3x10= 3x6= 3x5= 3x4n 713TdQ& 5' 22-3.0 284)-0 2x6= 43-0.13 44-0-14 5-0.75 10.5-0 71i@-0-0 20-0-0 241-12 30-8-0 38-17-12 4aa7 ' 5-9-15 l 47-i 0. -0 7-i-0 TI 1 2-8-D e-3-12 I-1� 1-Dam-0-0.o 1-11.0 3A04 41-1 0-0-6 Plate Offsets (X, Y): [28 0 22 9 0.3 0]` [2 00,0- Edge], :0:Edge,0e], [1 :0-0-2-3 0-0]. [[' 6:0-2-0,0-2-0], [18:0-1-12,0.1-8], [19:0-3-12,0-2-8], [24:04-12.0-1-8]. [27:0-2-12.0-2-4], Loading (pst) Spacing 2-DA CS' DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.30 18-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Ved(CT) -0.64 16-19 >587 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WS 0.70 Horz(CT) -0.06 16 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight 341 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc pudins, BOT CHORD 2x4 SP N0.2 *Except* B2,B9:2x4 SP No.3, B8:2x4 SP M 31 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. Except: OTHERS 2x4 SP No.3 1 Row at midpt 9-19 REACTIONS (lb/size) 15=-376/0-10-9, (min. 0-1-9), 16=1648/0-10-9, (min. 0-1-9), 2-2-0 oc bracing: 29-31 28=2928/0-8-0, (min. 0-3-7) 10-0-0 oc bracing: 25-27, 19-21 Max Horiz 28=398 (LC 8) WEBS 1 Row at midpt 7-24, 8-24, 8-22, 11-18, 6-28 Max Uplift 15=402 (LC 18),16=-567 (LC 9), 28=-750 (LC 8) Max Grav 15=147 (LC 9), 16=1753 (LC 18). 28=2928 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2.3=-320/877, 3-4=-503/1359, 4-5=-498/1484, 5-6=-573/1745, 6-7=-559/300, 7-8=560/295, 8-9=-11271424, 9-10=375/102, 10-11=-1191/419, 11-12=-582/254, 12-13=-714/243, 14-15=-116/338 BOT CHORD 2-32=-696/359, 31-32=-696/359, 5-29=245/47B, 28-29=-1316/657, 27-28=-911/474, 25-27=-00/274, 6-27=-32/303, 24-25=-857/457,23-24=-208/821,22-23=-20B/821, 19-35=-311/178, 18-19=-326/1090, 13-16=-1415/461 WEBS 3-32=-172/287, 3-29=-667/318, 6-24=-343/1518,7-24=-267/219, 8-24=-929/360, 19-22=-73/792, 8-19=-149/715, 11-18=-816/310, 13-18=-250/1074,5.28=-576/245,6-28=-2691/628,14-16=-290/83,10-35=-758/296 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.Cpsf; BCDL=5.0psf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; 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. II I 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 687 to uplift at joint 16, 402lb uplift at joint 15 and.il L�W bdjbjf)t� LOAD CASES) Standard \\\\\\PN,/// \� 4Q PE 70051 STA x 10NA i `ENG\\\�\ 3 Job Truss Truss Type Oty Ply Avalon -Mediterranean- A4 Roof Special 1 1 Job Reference (optional) Southem Truss, Ft Pierce, FL, U951 Run: 8.31 S Aug 13 2019 Pnnt 8.31D S Aug 13 2019 MITek Industries, Inc Fri Apr 24 D5:32:ba rage: r ID:25Ys9441kmmi2g5MnorlCoyODm-GukE3Gd2Bowsfo94ilekKND 95DdlUsT70gLv Na44 38-11-8 -2-0-D 59-15 70.3-0 13-4-12 19-0-0 21,L' 26-0-0 30.6-0 348-0 39-SO 2-09 59-15 4S5 3-1-8 S7-0 2-8-0 440 4-6-4 41-12 0. 4-3.8 5x5= 5x5= 1149U070.3-4F5' 59-15 10-SO 11 L01-0 19-1-12 22-3-0 211-12 311 38-11-8 39-SO 5-9-15 4-7.1 0- 5-10-12 31-0 3-10.12 46-0 8-3-8 0. 1-0Z40-0.0 ' Scale = 1:73.6 1 Plate Offsets (X, Y): [7:0-2-8,0-2-4], [8:0-2-8,0-2-4], [9:0-5.4,0-2-8], [13:0-24,0-2-0], [14:0-2-12,0-2-8], [21:0-34,0-2-12], [22:0-2-0,0-3-0], [23:0-2-O,Edge], [25:0-2-0,0.0-8], [27:0-2-0,0-1-0] Loading (pst) Spacing 2-0-0 CS' DEFL In (Ioc) 'dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Ved(LL) -0.16 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.34 13-14 >952 180 BCLL 0.0 Rep Stress Incr YES WB 1 0.88 Horz(CT) 1 -0.07 30 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 306lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, BOT CHORD 2x4 SP No.2'Excepl' B2,BS,B7:2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. Except: OTHERS 2x4 SP No.3 *Except* 131-1:24 SP No.2 2-2-0 oc bracing: 23-25 REACTIONS (Ib/size) 22=2772/0-8-0, (min. 0-3-4), 30=912/0-3-8, (min. 0-1-8) 10-0-0 oc bracing: 19-21 Max Hodz 22=449 (LC 8) WEBS 1 Row at midpt 7-18, 8-18, 6-22, 11-13 Max Uplift 22=-719 (LC 8), 30=-346 (LC 9) Max Gram 22=2772 (LC 1). 30=1017 (LC 18) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-321/877, 3.4=-505/1362, 4-5=-50D/1487, 5-6=-572J1738, 6-7=355/195, 7-8=-279/204, 8-9=-929/367, 9-10=-B39/284, 10-11=-B43/283, 13-30=-277/890 BOT CHORD 2-26=-696/359, 25-26=-6961359, 5-23=2351463, 22-23=-1314/655, 21-22=-936/386, 18-19=-892/372, 17.18=-150/436, 16-17=-150/436, 1(I-14=-314/185, 13-14=-198/527 WEBS 3-26=-174/288,3-23=-668/317,6-18=-363/1432,7-18=-325/134,8-16=-713/237,8-16=-278/822, 9-16=-796/368, 14-16=-225/803, 11-14=-159/591, 5-22=-593/263, 6-22=-2518/581, it-13=-956/374 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh-160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; 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 nonooncument with any other live loads. 6) Bearing at joint(s) 30 considers parallel to grain value using ANSVTPI I angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 719 lb uplift at joint 22 and 346 lb uplift at joint 30. LOAD CASE(S) Standard \\\\\ \,X�Q - - �GEN,9 PE 70051 1 x� STA y 0�. ///` '9/0NA i 1S0 G\\\�� I j "I Job Truss Truss Type Qty Ply Avalon -Mediterranean- A5 Roof Special 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 C6 Iry m 91A N Run: 8.31 S Aug 132019 Pdnt 8.310 S Aug 13 2019 MTek Industries, Inc. Fri Apr 24 08:32:58 Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODm-15lcHDkFpUw UpMLeQGLHxwa6YSxMDSTRADuLzNa43 -2A-0 50.15 10.3-0 13-0-12 17-0-0 23-B-0 26-0-0 3}S12 38A1-8 39-50 2-0-0 50.15 4S5 3-7$ 37-4 6-8-0 4-0-0 .5_ SS72 0. 5x7= 5x5= 1141-0070.}bx5= 4x8= 28-1-12 30.8-0 59-15 10.50 11R 1 17-1-12 221 23-6.4 26-3.8 3}S12 38-11-8 39-5-0 59-75 47-1 0- }70.12 -3-0 0.1- 2 2-412 SS12 p- 1-0404-0-0.0 4-7-B 2.4.8 Scale = 1:73.6 f Plate Offsets (X, Y): [7:0-5-4,0-2-8],[8:0-2-8,0-2-0],[14:0-2-8,0-2-8],[22:0-3.4,0-2-8],[23:0-2-0,0-3-0], [24:0-2-0,Edge],[26:0-2-0,0-0-8],[28:0-2-3,0-1-0] Loading TCLL (root) TCDL BCLL BCDL (psf) 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20171rP12014 CSI TC 0.72 BC 0.96 WB 0.77 Matdz-MS DEFL Vert(LL) Vert(CT) Horz(CT) In (too) I/defl Ud -0.08 15 >999 240 --0.20 15 >999 180 -0.05 31 n/a n/a PLATES GRIP MT20 244/190 Weight: 299 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc pudins, BOT CHORD ZA SP No.2'Except' B2,B5:2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. Except: OTHERS 2x4 SP No.3 "Except' BL1:2x6 SP No.2 2-2-0 oc bracing: 24-26 REACTIONS (lb/size) 23=2788/0-8-0, (min. 0-35), 31=943/0-3-B, (min. 0-1-8) 10-0-0 oc bracing: 20-22 Max Hodz 23=399 (LC 8) WEBS 1 Row at midpt 7-19, 8-17, 6-23 Max Uplift 23=-695 (LC 8), 31=-310 (LC 9) Max Grav 23=2788 (LC 1). 31=1066 (LC 18) FORCES 11b)- Mm Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-323/877, 3-4=439/1361, 4-5=427/1486, 5-6=-062/1727, 6-7=-216/308, 7-8=-643/252, 8-9=-13661415, 9-10=-1128/292,10-11=-846/237,30-31=-1018/330, 11-30=-1018/330 ' BOT CHORD 2-27=-697/359, 26-27=-697/359, 5-24=-154/457, 23-24=-1309/651, 22-23=-940/209, 19.20=-906/200, 13-14=-237/846 WEBS 9-14=-680/362, 3-27=0/289, 3-24=-663/314, 6-19=-262/1563, 7-19=-1186/271, 7-17=-2021946, 8-17=-751/247, 14-17=-15a/629,8-14=-309/988,10-14=-87/413, 10-13=-743/308,5-23=-625/294,6-23=-2480/558,11-13=-336/1200 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf, BCDL=5.Cpsf, h=16ft; Cat. 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonooncument with any other live loads. 6) Bearing atjoint(s) 31 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. , 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift aljoint 23 and 310 lb uplift atjoint 31. LOAD CASE(S) Standard \\\0\ I'IB/ /// PE 70051 �1 -O 1x STA 7 � '/ONAI 1S`\G\\\�\ 5 Job Truss Truss Type Qty Ply Avalon -Mediterranean- A6 Roof Special 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 132019 MiTek Industries, Inc. Fri Apr 24 OB:32:58 Page: i ID:25Ys944?kmmi2g5MnorlCcyODm-15IcHDkFpU"UpMLeOGLHXw2sYRmMBQ?NADuLzNa43 13412 -2-0-0 59-15 10.3-0 15-0-0 20.40 258-0 30.0-0 3440 39-50 • �2-0-0 I 59-15 I 4S5 I 11-7-0 I 54-0 I 'li I 44-0 I 4-4-0 I 5-1.0 313 3x6= 2x4n Sx8= QQ N } N 00 thLh 114 SBA _0-34FS= 21-10-8 59-15 10-5-0 11RF3L0 20-0-0 256-0 30-0-0 30-8-0 38-11-8 39-SO 59-15 47-1 0. 7-1-0 37-12 4-512oth 1-0�4-0-60 1-6-8 Scale = 1:73.6 Plate Offsets Q4 Y): 24 O2-O,Edgej, 26:0 2-0,00-], [ :0-0 2 3 01]-0] 0:02-B,Edge], [12:03-0,0-30], [13:0-1-12,0-2-0], [14:02-12,0-2-12], [22:0-3-4,02-12], [23:02-0,0-3-0], Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deg Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.29 TC 0.80 Ved(LL) -0.22 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.46 13-14 >720 180 BCLL 0.0 Rep Stress Ina YES WB 0.90 Hors(CT) -0.05 34 n/a We BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight 281 lb FT= 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-3-10 oc pudins, BOT CHORD 2z4 SP No.2 *Except' 82,B7:2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-9 oc bracing. Except: OTHERS 2x6 SP No.2 `Except• 01:2x4 SP No.3 2-2-0 oc bracing: 24-26 REACTIONS Qb/size) 23=2793/08-0, (min. 0-3-5), 34=907103-e, (min. 0-1-8) WEBS 10-0-0 oc bracing: 20-22, 14-16 1 Row at micipt 9-19. 6-23 Max Hodz 23=349 (LC 8) Max Uplift 23=-762 (LC 4), 34=-292 (LC 9) Max Grav 23=2793 (LC 1), 34=1041 (LC 18) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3221877, 3-4=-506/1362, 4-5=488/1487, 5-6=-574/1737, 6-7=-614/217, 7-8=-577/200, 8-9=-577/200, 9-10=-15751442,10-11=-1396/340,13-34=-217/906,12-34=-217/906 BOT CHORD 2-27=-697/359, 26-27=697/359, 5-24=228/462, 23-24=-1314/653, 22-23=-910/376, 20-22=-23/283, 6-22=-1/329, 19-20=-8611359,18-19=-186/834,17-18=-1861834,10-14=-954/358,13-14=-283/938 WEBS 3-27=-173/289,3-24=-667/315,6-19=462/1547,8-19=457/260,9-19=-595/153,14-17=-142/838, 9-14=-300/973, 11-14=-81/652,11-13=-1141/363, 5-23=-613/281, 023=-2539r718,12-34=-1056/297 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Bearing atjoint(s) 34 considers parallel to grain value using ANSUTPI I angle to grain formula. Building designer should verify capacity of bearing s ,aFr 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76211b uplift at joint 23 and 292 lb uplift atjolnt 3\,��I I I II���/ LOAD CASE(S) Standard �\GENS,-, r r PEU051 \`1 I 1 STA Job Truss Truss Type Oty Ply Avalon -Mediterranean- A7 Roof Special 1 1 Job Reference (optional) Soumem Truss, FL Pierce, FL, U951 Scale = 1:73.6 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 132019 MRek Industries, Inc. Fri Apr 24 08:32:5B Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODm-151cHDkFpUw UpMLeOGLHXwZBYS5MF97BADuLzNa43 30-6 4 32-0.0 -2-0-0 51 1 10-3-0 13-0-0 2040 27-8-0 31-11-3 39-5-0 2-0-0 59-15 4S5 24L12 7-0-0 7-0-0 -4-15 7-5-0 2-104 04).13 6x9a 2x4a 5x8- 1143U0d83�'f�= 59-15 10.50 1111�Tz1'A�BI-0..IO�I-0rp2-3-0 27-6-0 30-8-0 38-11-8 39.5-0 ' 59-15 I 4N ' 0.9®0_{2 7-0-0 ',-,1 0 8-3-4 I 3-1-12 I 8.3.8 of 1-0®4M812 Plate Offsets (X, Y): [24:0-2-0,0-0-12], [8:0-2-3,0-1-0] [11.0-3-0,0-3-0], [12:0-2-0,0-2-0], [13:0-2-12,0-2-12], [17:0-5-12,0-1-B], [20:G-3-12,Edge], [21:0.2-0,0-3-0], [22:0-2-0,Edge], Loading (psf) Spacing 2-0-0 CSI DEFL in (too) Well Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.16 12-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.35 12-13 >950 180 BCLL 0.0 Rep Stress Ina YES WB 0.66 Horz(CT) -0.05 33 n/a n/a BCDL 10.0 Code FBC2017FrPI2014 Matrix -MS Weight 267lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc pudins, BOT CHORD 2x4 SP No.2'Fxoepl' B2,B7:2x4 SP No.3 except end vedicals. WEBS 2x4 SP No.3 *Except* W13:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. Except: OTHERS 2x4 SP No.3 *Except' BL1:2x6 SP No.2 2-2-0 oc bracing: 22-24 REACTIONS (lb/size) 21=2778/0.8-0, (min. 0-3-4), 33=898/0-3-8, (min. 0-1-8) 10-0-0 oc bracing: 18-20 Max Hodz 21=299 (LC 8) WEBS 1 Row at midpt 6-17, 8-17, 10-12, 6-21 Max Uplift 21=-B51 (LC 4). 33=-275 (LC 9) Max Grav 21=2778 (LC 1), 33=1037 (LC 18) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-3= 322/877, 3-4=-506/1362, 4-5=-501/1487, 5-6=-568/1707, 6-7=-715/242, 7-8=-715/242, B-9=-1578/429, 9-10=-1638/389,12-33=-138/796, 1133=-138f796 BOT CHORD 2-25=-696/359, 24-25=-6961359, 5-22=207/400, 21-22=-1312/652, 20-21=-1051/420, 20-28=-15/288, 6-28=5/327, 17-18=-988/399,16-17=-222/990,15-16=222/990,12-13=-394/1567 WEBS 3.25=-174/290, 3-22=-667/314, 6-17=-555/1742, 7-17=-591/341, 8-17=-572/142, 13-15=-183/1038, 8-13=-285/897, 10-13=-410/221,10-12=-1530/379,5-21=-502/268,6-21=-2553/799,11-33=-1083/292 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 11; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); cantilever left exposed; 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 nonconcumant with any other live loads. 6) Bearing atjoint(s) 33 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surr 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 851 lb uplift at joint 21 and 275 to uplift at joint 33\\���1(I I JJa�e I I I///// LOAD CASE(S) Standard PE �P051 �l 1 ` _ t STATE�1' Job Truss Truss Type Oty Ply Avalon -Mediterranean- AS Roof Special Job Reference (optional) Soumem Truss, FL Pierce, FL, 34951 Scale = 1:81.3 Run:8.31 S Aug 132019Pdnt 8.31DS Aug 132019 M7ek Industries, Inc. Fri Apr 2408:3259 Page:1 ID:25Ys9447kmmi2g5MnorICoyODm-15IcHDkFpUvmUpMLeOGLHXwXXYUaMCt7RADuLzNa43 22-4-8 2-0 I 6-8-6 6-fiE 2p-�j�-8 40-0 I 231-10144 I I 2 #8-0 P -0 8'9-12 oi0-4-2-0.8 5x5= 9-B-15 5-2-12 10.j?-10 20-0-0 26-64 30.60 35-1-12 43-11-8 44-8-0 5-2-12 I 0- 1 10.1-6 I 6-2-0 4-i-12 I 4-e-12 I &9-12 0-8� 4-6.3 Plate Offsets K Y): [21'0 28,G- 2 8][ :0-3-2-3,01e]l][7:0-5-0,0-2-0], [10:c-2-0,0-2-12], [11:0.3-0,0-1-8], [12:0-3-0,0-1.-8], [15:0-1-12,0-1-8], [16:0-2-12,0-2-8], 119:0-2-8.0-1-8], Loading (pst) Spacing 2-0-0 CSI DEFL In (loc) Well L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.24 19-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.54 19-21 >752 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.87 Hoa(CT) -0.02 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 296 lb FT= 20% LUMBER BRACING TOP CHORD 2x4 SP N0.2'Ezcept' T6:2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except' B3,B5:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-11-8 oc bracing. WEBS 2x4 SP No.3 *Except* W5:2x4 SP No.2 WEBS 1 Row at midpt 4-21, 5-19, 7.19, 7-18, 10.15 OTHERS 2x4 SP No.3 REACTIONS Qb/size) 12=-958/0-8-0, (min. 0-1-11), 13=236610-8-0, (min. 0-1-11), 21=274310-11-5,(min. 0-3-4) Max Horz 21=382 (LC 8) Max Uplift 12=-974 (LC 18), 13=1034 (LC 9). 21=-741 (LC 8) Max Grav 12=561 (LC 9). 13=2412 (LC 18), 21=2743 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-369/944, 3.4=-062/1430, 4-5=-800/388, 5-6=-012/200, 6-7=-715/348, 7-8=-1746/686, 8-9=-1796/589, 9-1 0=-1 986/591, 11-12=-0517774 BOT CHORD 2-22=-739/388, 21-22=-804/397, 20-21=-285/312, 19-20=-285/312, 18-19=-285/1075, 15-16=-605/2014, 10-13=-2115/970 WEBS 3-21=-569/345,4-21=-2398/648,4-19=-228/1098,7-19=-651/255,16-18=-279/1023,7-16=-396/1056,9-16=639/193, 9-15=-769/373, 10-15=-681/2207, 6-25=-269/141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 974lb uplift at joint 12, 1034lb 1 / uplift at joint 13 al1� 411`tl Ulld�o'jbj(1j?1, LOAD CASE(S) Standard 4�' \\GENSF.`�1 i PE 70051 l X �STA 7 %s'o •��0RI9i'���� 1� \G\\\�� Job Truss Truss Type Qty Ply Avalon -Mediterranean- A9 Roof Special 1 1 Job Reference (optional) Scuthem Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print 8.310 S Aug 132019 MiTek Industries, Inc. Fri Apr 24 05:32:59 Page: i ID:26Ys944?kmmi2g5MnoriGoyODn-DHs UZktao2e5zxXB7naplSk9yq_SgN9xJvmQmNa42 24-7-3 2-0-0~ 6915 I 1'1115 f— I �16-0~7-11 I 411-12 -9-15 9-9--0 010-061}8--4-2 6 00p 4-3-3 5x5= �T 3x6- 6h4 G9-15 13-6-15 204-0 28-64 30-8-0 37-1-12 43-11-8 44-M 6.9-1 6-9-1 8-2-0 2-1-12 6-5-12 0.0.12 0. Scale=1:81.3 Plate Offsets(X, Y): [3:0-3-4,0-11-0][8:0-2-8,0-2-0], [11:0-1-12,0-1-12],[12:0-2-12,0-1-8],[13:0-2-12,0-1-8],[16:0-2-4,0-2-0],[17:0-2-8,0-2-12),[19:0-1-12,0-1-8]. [22:0-1-12,0-1-8), Loading (psf) Spacing 2-0-0 CSI DEFL in I'm) Vtlen Lid PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.18 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.38 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 HOR(CT) 0.01 13 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matdx•MS Weight: 2921b FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* B3,B5:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5.11.12 oc bracing. WEBS 2x4 SP No.3 `Except' W13:2x4 SP No.2 WEBS 1 Row at nudist 7-20, 7.19, 8-19 OTHERS 2x4 SP No.3 REACTIONS (Ib/size) 13=798/0-8-0, (min. 0-1-14), 14=2365/0-8-0, (min. 0-1-14), 23=2490/0-11-5,(min. 0-2-15) Max Horiz 23=350 (LC 32) Max Uplift 13=-798 (LC 1), 14=-787 (LC 9), 23=-678 (LC 8) Max Grav 13=334 (LC 9), 14=2365 (LC 1). 23=2490 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-358/976, 3-4=-11 B7/349, 4-5=-996/377, 5-6=-1430/520, 6-7=-13721508, 7-8=-1618/596, 8-9=-2319/839, 9-10=-2372(710,10-29=-2644/746,29-30=-2643/746, 11-30=-2643/746,12-13=-205/455 BOT CHORD 2-23=-766/395, 22-23=-766/393, 21-22=-298/970, 20-21=-298/970, 19-20=-390/1624, 9-17=-388/303, 16-17=-76712696, 11-14=-1946/692 WEBS 3-23=-2296f721, 3-22=-389/1960, 5-22= 813/256,5-20=-1311307.6-20=-291f190, 7-20=-967/438, 8-19=-621/239, 17-19=-364/1745,8-17=-573/1548,10-17=-722/240,10-16=-1100/436,11-16=-862/2999 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. It: Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless olhervrise Indicated. 5) This truss has been designed fora 10.0 psf bottom chard live load nonconcument with any other live loads. I II 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7981b uplift at joint 13, 7871b uplift at joint 14 an QQ @@➢k)b1t)k'JtjdiiiJr? 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 Ib down and 112 lb up at 41-0-11, aat�(h dc{h111 1t.(jfD I 43-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. r ��-- LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) f PE 7 051 Vert: 1-6=-70, 6-7=-70, 7-8=-70, 8-10=-70, 10-12=-70, 18-26=-20, 15-17=-20, 13-14=-20 » 1 Concentrated Loads (Ib) L * x 1Z Vert: 29=47, 30=47 r -O Job Truss Truss Type City Ply Avalon -Mediterranean- A10 Roof Special 1 1 Job Reference (optional) SouthernTruss, FL Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print 6.310 5 Aug 13 2019 MITek Industries, Ina Fri Apr 24 0a:32:b9 Page: 1 ID:25Ys9444kmmi2g5MnorlCoyODm-DHs UZktao2e5n0B7naplSiGyty5fH9xJvm0ozNa42 -2-11 �2-0.0 I 49-15 7-9-1 I 7-3 60 0.48 70.6J-3 0-0-13 410 I 386-120.-99 I 474--1&70 14-0 , 5x5= 49-15 30.6.42x4u 2rJ�,y0.9 2x4n 43-'J�kn ,.. 0.5-10 1-104 2-1-9 1-0-MY-B-B Scale =1:81 Plate Offsets (X, Y): [3:0-34,0-1-8], [8:0-2-8,0-2-4], [18:0-34,0-1-8], [20:0-2-3,0-1-0), [22:0-2-3,0-1-0] - Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.22 14A6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.54 14-16 >894 180 BCLL 0.0 Rep Stress Inor YES WB 0.86 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Weight: 2911b FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structure[ wood sheathing directly applied. BOT CHORD 2x4 SP M 31 *Except* B1:2x4 SP No.2, F2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 7-16, 7-14 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 13 REACTIONS Qb/size) . 11=189410-8-0, (min. 0-1-9), 19=2416/0-11-5, (min. 0-2-14) Max Horiz 19=-224 (LC 6) Max Uplift 11=-574 (LC 9), 19=-661 (LC 8) FORCES (lb) - Mm Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305f739, 34=-18601487. 4-5=-16411505, 5-6=-1872/624, 6-7=1829/596, 7-8=-2193f756, 8-9=-2437/782, 9A0=-2547/758, 10-11=-3144/904 BOT CHORD 2-19=-575/320, 18-19=-575/509, 17-18=-346/1561, 16-17=-346/1561, 15-16=-402/2325, 14-15=-40212325, 13-14=-652/2701, 11-13=-652/2701 WEBS 3-19=-2254f722, 3-18=474/2249, 5-18=-577/228, 6-16=-324/1073, 74 6=-1 1681532, 7-14=-281/160, 8-14=-170/770, 10-14=-632/346 NOTES I 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); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 661 lb uplift at joint 19 and 574 to uplift at joint 11. LOAD CASE(S) Standard \CENSF.���i� PE 70051 o STA /"i"O1jI A I I\NG \\\ Job Truss Truss Type Dtr Ply Avalon -Mediterranean- All Roof Special 1 1 I Job Reference (optional) Southern Truss, Ft. Pierce, FL, 34951 o9 4 � S d Run: 5.315 Aug 13ZUlU FnnCd.31e5An9IJZU1d Muex inousmes, mc. reve., ID:25Ys9447kmmi2g5MnorlCoyODM-DHs UZktao2e5zxXB7naplSlNyrR5eV9xJvm0ozNa42 -2-0.0 65-15 12-&15 19-0.0 21-8-0 28-8-0 32-8-0 37-10-9 44-8.0 46-8-0 2-0-a 0.5-15 IN 8-1 2-8-0 7-0A 4-0-0 5-2-9 6-9-7 2-0.0 5x5= 5x5= 1&1-1z 28-9-1236-aid b-9 2x4a MUM 4-0-0 44-0 11-&0 16.0.0 21-6-0 2&B-0 30-9-0 341 LO 3&9-0 42-9-0 41 ', -6, 40.0 0 O 7-4-0 4 4-0 12-48 I 7-1-12 {7-114 II 310-0 I 1 2-10.7 I 4A-0 0.1-12 3-1-12 0-1-12 0.1-12 1-1.9 1-0-1241-8 Scale = 1:81 t Plate Offsets(X, Y): 13:0-2-4,0-1-8], [8:0-3-0,0-2-8], V:0-2-8,0-2-0],[8:0-2-8,0-2-12], [9:0-2-8,0-2-4], I11:0-4-15,0-1-21,(14:0-3-12,0-3-0),(20:0-2-3,0-1-0], I22:0-2-3,0.1-01 Loading (psi) Spacing 2-0-0 CS' DEFL in (loc) "de' Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.26 TC 0.75 Vert(LL) 0.41 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1 1.25 BC 0.75 Vert(CT) -0.76 14-15 >638 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.10 11 rVa n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 2991b FT=20% LUMBER TOP CHORD 2x4 SP No.2 `Except* T4:2x4 SP M 31 BOT CHORD 2x4 SP M 31 'Except` B1:2x4 SP No.2, F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 8-15 JOINTS 1 Brace at Jt(s): 13 REACTIONS (lb/size) 11=1929/0-8-0, (min. 0-1-10), 19=238010-8-0, (min. 0-2.13) Max Horiz 19=-211 (LC 6) Max Uplift ll=-574 (LC 9), 19=-639 (LC 8) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-355/847, 3-4=-1908/464, 4-5=-1806/490, 5-6=-2017/635, 6-7=17221608, 7-8=-2034/597, 8-9=-2776/865, 9-10=3013/928, 10-11=-3239/924 BOT CHORD 2-19=-664/386, 18-19=-240/855, 17-18=-350/1701, 16-17=-350/1701, 15-16=-207/1722, 14-15=-523/2776, 13-14=454/2388,11-13=-682/2796 WEBS 3-19=-2587/786,3-18=-130/1018,5-18=-506/199,6-16=-154/473,7-15=-130/621,8-15=-1409/576,8-14=-361/196, 9-14=-147/716,9-13=-174/486,10-13=-374/292 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 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); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Ali plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6391b uplift at joint 19 and 574 lb uplift at joint 11. LOAD CASE(S) Standard \\\\\\�NI Vt. �BCF��// \0�� �\GEN,3,N\ PE 7�051 t x I� STA -p / 40RIDP'� NA1l�G\\\\\ Job Truss Truss Type Qty Ply Avalon -Mediterranean- Al2 Roof Special 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 M�Tek Industries, Inc Fri Apr 24 08:33:00 Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODrz-hTOMivML6AU6NMIripMy7tdM8sg6NIAzfKyEzNa41 30-8-0 34-M -2-0.0 4-0-0 10.&0 17-0-0 23-8-0 30.7-2 30-10.12 38-10-0 44&0 2-0.0 4-0-0 6-4-0 G4-0 6-8-0 6-11-2 0- -12 42� 1112 0-0-14 3-94 5x7= Sx5= ;�I 10 14 3x4n 3x12= 3x5= 3x5u q.0.0 4-0-0 10-8-0 17-1-12 211 311-0 34-6-0 38-10.4 444L0 4-0.0 0- -0 6-40 6-5-12 6-0-8 7-2-12 5-9-12 Scale = 1:79.7 Plate Offsets (X, Y): [6:0-54,0-218], [7:0-3-0,0-2-8], [8:0-2-12,0-3-4], [10:0-64,0-2-8], [13:0-2-12,0-1-8], [14:0-2-0,0-1-8], [15:0-5-12,0-1-8], [17:0-64.04-12], [21:0-3-8,0-1-8], Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) "dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.17 17-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.43 17-18 >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.87 Horz(CT) 0.15 13 nfa n/a BCDL 10.0 Code FBC2017/TP12014 Matriz-MS Weight: 295 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 *Except' T4:2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Excepr B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 6-19, 8-18, 10-15 OTHERS 2x4 SP No.3 REACTIONS ,(Ib/size) 13=1768/ Mechanical, (min. 0-1-8), 22=2383/0-8-0, (min. 0-2-13) Max Horiz 22=200 (LC 8) Max Uplift 13=495 (LC 9), 22=-620 (LC 8) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-3=-287t7ll, 3-4=-1835/414, 4-5=-1656/429, 5-6=2009/549, 6-7=2015/655, 7-8=-2348/650, 8-9=3211/942, 9-10=3185/934, 10-11=-2123/677, 11-12=-2011/575, 12-13=-1710/517 BOT CHORD 2-22=-562/304, 21-22=-562/431, 20-21=-329/1555, 19-20=329/1555, 18-19=-27711699, 17-18=-696/3214, 9-17=-540/197,14-15=438/1727 WEBS 3-22=-2244/665,3-21=-461/2257,5-21=-667/232,5-19=-141/264,6-18=-219/608,7-18=-74/576, 8-18=-1490/573, 15-17=-431/2076,10-15=-1120/213, 10-17=-499/2294,11-14=-566/226,12-14=-445/1797 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); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 lost 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 4951b uplift at joint 13 and 620 lb uplift at joint 22\\\\I LOAD CASE(S) Standard �\GEN,gF.T���i PE7P051 �1 t STA zz �$,-6, - 26 l� Job Truss Truss Type Oty Ply Avalon -Mediterranean- A13 Roof Special 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 MTek Industries, inc. Fri Apr 24 08:33:00 Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODm-hTOMIvNLGAVj6WktrIpMyTw_MB_gSRIAzrKyEzNa41 32-7-3 -2-0.0 4h0 9-7-7 14-10.14 1; -_1 20-4-0 25-8-0 30-10-12 32-8-0 36-8-0 39-11-12 44-&0 �2-0-0 4-4-0 ~ 63-7 F 63-7 0- -2 5-0-0 I 64-0 I 5-2-12 0-0�13 40.0 1 3-3-12 F 4-B-0 1-8-7 5x5= 2x4u 5x5= 4D-0 4-0-0 12-0-0 20-0-0 30.&0 36-64 448-0 4-0.0 D 60-0 8-0-0 10.60 69-4 61-12 Scale=1:81.4 Plate Offsets (X, Y):[5:0-2-4,0-1-8],[6:0-2-8,0-2-4],[8:0-2-8,0-2-4],[11:0-2-B4O-2-4],[14:0-2-8,0-2-12], [15:0-3-0,Edge],[17:0-2-12,0-3-4],[22:0-2-3,0-1-0] Loading (psf) Spacing 2-0-0 CS' DEFL in "oc) "de' L/d PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.31 17-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.75 17-18 >546 180 BCLL 0.0 Rep Stress Ina YES WB 0.93 Hom(CT) 0.17 14 Na rda BCDL 10.0 Code FBC2017/iP12014 Matrix -MS Weight: 293 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, BOT CHORD 2x4 SP No.2 *Except* B3:2x4 SP No.3, B2:2x4 SP M 31 except end verticals. WEBS 2x4 SP No.3'ExcepY W8:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpl 5-21. 6-20. 8-18, 12-14, 10-15 REACTIONS (Ib/size) 14=1768/ Mechanical, (min. 0-1-8), 21=2383/0-8-0, (min. 0-2-13) Max Horiz 21=182 (LC 8) Max Uplift 14=-480 (LC 9), 21=-598 (LC 8) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-3=-298r705, 3-4=-252/560, 4-5=231/709, 5-6=1891/473, 6-7=-2182/588, 7-8=-2182/588, 8-9=-3596/1069, 9-10=-3477/931,10-11=-1857/595,11-12=-2104/626 SOT CHORD 2-21=-560/321, 20-21=-351/1402, 19-20=-35011692, 18-19=-350/1692, 17-18=-383/2243, 9-17=-341/255, 14-15=-410/1557 WEBS 3-21=-363/260, 5-21=-2698/576, 5-20=-116/457, 6-20=-275/194, 6-18=-261/912, 7-18=-417/243, 8-17=-565/1590, 10-17=-2/276, 11-15=-138/660,15-17=-663/3174,12-15=-67/426,12-14=-2127/571, 10-15=-2241/500 NOTES 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left exposed; 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 tmss 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 tmss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5981b uplift atjoint 21 and 480 lb uplift at joint 14. LOAD CASE(S) Standard PE7 U0I \� -0 STA / �- ZZ ,- -(, 2a0� ` 4ORIDP�� &/O NA 11��G\\\��� �3 Job Truss Truss Type Oty Ply Avalon -Mediterranean- A14 Roof Special 1 1 Job Reference (optional) Soulhem Truss, Ft. Pierce, FL.. 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MTek Industries. Inc. Fri Apr 24 08:33:OD Page: 1 ID:25Ys944?kmmi2g5MnorlCcyODm.hTOMivML6AVj6 WkirlpMy?uyMEeg6EIAzrKyEzNa41 404-12 44-8-0 -2-0.0 13-01 20-0-0 27-8-0 34&0 3&9-0042-5-8 �2-0-0 I 6-7-7 6-0-9 I 7-4-0 I 74-0 7-0.0 4--0 I 2012 I 1-8-12 2.2.8 Sx8= 2x4. 5x8= 1-0 4l 1I 40 I 27I 4&0.83-1-02 I -080 12o-o0.1_ 4 0. + 634 I 0.1-12 1-10-7 1-B4 2-6-12 2-4-4 Scale = 1:79.7 Plate Offsets (X, Y): [24:0-2-3,0 -0] ], [5:0-6-0,0-2-8], [7:0-5-8,0-2-4], [8:0-5-8,0-2-0], [9:0-2-8,0-24], [11:0-5-4,0-2-B], [13:0-2-8.0-2-12], [14:0-2-0,0-1-8], (16:0-3-4,0-2-12]. [17:0-2-4.0-2-0], Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/del Ud PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 0.89 Ven(LL) -0.25 17-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.59 17-19 >910 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.88 Horz(CT) 0.31 13 n/a n1a BCDL 10.0 Code FBC20177rP12014 Matrix -MS Weight: 297 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2,T3,T4:2x4 SP M 31 BOT CHORD 2x4 SP M 31 'Except' B4,F2:2x4 SP No.3, B5:2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or7-6-12 oc bracing. WEBS 1Row at midpt B-19 JOINTS 1 Brace at Jt(s): 23 REACTIONS (lb/size) 2=215110-8-0, (min. 0-1-13), 13=2000/ Mechanical, (min. 0-1-8) Max Honz 2=196 (LC 8) Max Uplift 2=-517 (LC 8), 13=-501 (LC 9) FORCES Qb) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=-37257793, 34=-3545/807, 4-5=-319B1775, 5-6=-3353/868, 6-7=-3353/868, 7-8=3620/814, 8-9=-4B83/1182, 9-10=-3606/936, 10-11=-3579/881 BOT CHORD 2-23=-795/3231, 22-23=-795/3231, 21-22=-648/2775, 2D-21=-648/2775, 19-20=-627/3165, 18-19=-1071/4829, 17-18=-107114829,16-17=-736/3170, 13-14=-291/1184 WEBS 4-22=-542/316,5-22=-85/490,5-20=-320/904,6-20=-580/338,7-20=-208/461,7-19=-179/911, 8-19=-1845/604, 11-14=-1075/300,11-13=-2216/544,1446=-391N607, 11-16=-543/2311, 8.17=-1205/344, 9.17=444/2166 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=5.0psf; 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 501 Ib uplift at joint 13 and 517lb uplift at joint 2\ LOAD CASE(S) Standard \���i \\GEN$'�y``T�.��i PE 75051 1 t` - x� STA ,r7�yv� Job Truss Truss Type Oty Ply Avalon -Mediterranean- A15 Roof Special 1 1 Job Reference (optional) Southem Truss, FL Pierce, FL., 34951 '`T Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Fri Apr 2408:33:00 Page: 1 ID:2SYs944?kmmi2g5MnorlCoyODrx-hTOMivlVL6AV 6 WkirlpMy?tOMBLg701AzfKyEzNa41 446-4 -2-0.0 5-7-7 1TI V 17-3-0 23-0-128 29-&0 3SS8 40-4-12 44-8-0 �2-0.0 57-7 5-0-951-I 6-3-4 6.9.8 3.11-4 I 0-1112 4-1-8 5x7= 3x5= 3x6= 2x4u 5x8= NOP2x STP 0-1&MY ;-xii 2f61-92 3x4x 5x5= 0.9- 49-0 1 8-9-p 10.7A 70.0.0 17-3�1 23-0-12 2111 29-6-4 36-7-0 40.3-0 44-8-0 0.9- 3-70-4 3-1-9 0.1-1 410-0 -3-0 6-1-8 410. -3-0 7-1-0 3-7-12 45-0 0.1-12 D-10-7 1-"-6-72 Scale =1:79.7 - Plate Offsets (X, Y):[2:0-0-3,0-0-14],[4:0-54,0-2-8],[8:0-5-8,0-2-4],[9:0-5-4,Edge],[11:0-3-8,0.1-8],[12:0-2-8,0-2-12],I14:0-6-12,0-3-0],[23:0-2-3,0-1-0] �I Loading (psf) Spacing 2-0-0 CSI DEFL in (10c) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Gnp DOL 1.25 TC 0.95 Vert(LL) 0.37 18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.79 18-19 >675 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 1 0.40 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matnz-MS Weight: 2941b FT=20% LUMBER BRACING TOP CHORD 2x4 SP N0.2 `Except' T4:2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP M 31 `Except' B4,F2:2x4 SP No.3, B5,B2:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. WEBS 2x4 SP No.3 *Except* W8:2x4 SP No.2 WEBS 1 Row at midpt 9-16. 9-14 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 22 WEDGE Left: 2x4 SP No.3 REACTIONS (lb/size) 2=2151/0-8-0, (min. 0-1-13), 12=2000/ Mechanical, (min. 0-1-B) Max Hodz 2=210 (LC 8) Max Uplift 2=-500 (LC 5), 12=486 (LC 5) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3727/897, 34=3349/890, 4-5=-3745/1060, 5-6=-3931/1071, 6-7=-3931/1071, 7-8=-3931/1071, 8-9=4005/970, 9-10=3283f786, 10-11=-3230/775,11-12= 1939/504 BOT CHORD 2-22=-880/3241, 21-22=-880/3241, 20-21=-778/2926, 19-20=-778/2926, 18-19=-1005/3745, 17-18=-807/3516, 16-17=-BO7/3516,15-16=-1277/5732,14-15=-1272/5737,10-14=-291/187 WEBS 3-21=-396/248, 4-21=-66/401, 4-19=405/1194, 5-19=-686/337, 5-18=-104/329, 7-18=453/262, 8-18=-2831726, B-16=-152/907,9-16=-2360/682,9-14=-2846/653, 11-14=.884/3685 NOTES 1) Unbalanced root 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., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcu0ent 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 486lb uplift at joint 12 and 500 to uplift at joint 2. LOAD CASE(S) Standard \CENSF`T�L�i PE 70051 t STA Job Truss Truss Type Qty Ply Avalon -Mediterranean- A16 Roof Special 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 132019 MRek Industries, Inc Fri Apr 24 08:33:00 Page:1 ID:25Ys9447kmmi2g5MnoriCoyODm-hTQMiviVL6AV;SWkiripMy7IOM9yg58NzfKyEZNa41 344-11 20.I 481 1 14-1111-77 20.91 25G6712 1-18-00 4-539- 44.8-0 I90-0 H g-1 1340-2 I I 5-3-0 3x6= 2-8-11 5x7= 3x5= 3x5= 3z4u 5x8= 12 Sx5= 3x5= 3z4u Y �4a n w 2z4n Lb dt4. 2 2, 2D 9 4n 4u 4n 4x6- 3x5= 3x5= 6x1 0 I w 1 13 NOP2X STP 16 15 14 0-1 3M2 2x4a &'17109f'W 14-11-7 3x4n 4x10= 4x6= 3x5= 5x5= 0.49-0 10.5-012-5-0 28G 316-0-0 3--0 4443-0 ..0 -0 � I0.t s911 I I I 5J-0 6-1-12 0-0-12-1-12 2-6-7 Scale =1:79.7 e Plate Offsets (X, Y): [2:0-5-7,0-1-2], [4:0-5-0,0-2-8], [9:0-6-4,0-2-8], [11:0-2-4,0-1-8], [13:0-2-8,0-2-12], [14:0.2-4,0-1-8], [16:0-4-12,0-2-4], [18:OA-0,0.34], [20:0-24,0-1-8], [23:0-2-3,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Well Vd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.42 18-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 9C 0.86 Vert(CT) 4.81 18-19 >663 180 BCLL 0.0 Rep Stress Incr YES VJB 0.95 HO2(CT) 0.26 13 rda n1a BCDL 10.0 Code FBC2017frP12014 Matdx-MS Weight: 306 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP M 31 *Except* S3,F2:2x4 SP No.3, B4,B5:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. Except: WEBS 2x4 SP No.3 *Except* W4:2x4 SP No.2 7-8-0 oc bracing: 2-22 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 10-14, 11-13 WEDGE Left: 2x4 SP No.3 REACTIONS (lb/size) 2=215110-8-0, (min. 0-1-13), 13=2000/ Mechanical, (min. 0-1-8) Max Hcdz 2=223 (LC 8) Max Uplift 2=-558 (LC 5). 13=-592 (LC 5) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3--3746/1056, 3-0=-3466/1008, 4-5=-4260/1333, 5-6=-474711465, 6-7=A584/1396, 7-8=-4584/1396, 8-9=-4565/1393, 9-10=3100/886, 10-11=-1753/507 BOT CHORD 2-22=-1017/3255, 21-22=-913/3061, 20-21=-913/3061, 19-20=-1311/4260, 18-19=-1443/4747, 8-18=-404/234, 15-16=-843/2926,14-15=-843/2926,13-14=-507/1753 WEBS 3-22=-254/230,4-22=-16/342,4-20=-545/1585,5-20=-869/380,5.19=200/682,6-19=-300/191, 6.18=-327/89, 9-18=-814/2502,9-16=-657/271, 16-18=-810/2880,10-16=-39D/201,10-14=-1720/492,11-14=-284/1396, 11-13=-251lf725 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.OpsY 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 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 nonwncurrent 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 692 to uplift at joint 13 and 558 to uplift at joint 2. LOAD CASE(S) Standard \GENS' <' PE 7�051 ' r� it �1 ' STA Job Truss Truss Type Dly Ply Avalon-Med'aerranean- A17 Half Hip 1 1 Job Reference (optional) Somhem Truss, FL Pierre, FL, U951 Run: 0.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MTek Industries, Inc. Fri Apr 24 08:33A1 Page: 1 ID:25Ys944?kmmi2g5MnorlCoyODm.9g_IvFm76PIMLG5wJYp2vAY3smT17XuROdOtUgzNa40 0-104 -2-0.0 7-0-0 147-7 22-1-3 29-6-14 37-0-9 44-8.0 '2-0-o i I 6-1-12 1 7- 1-7 I 7-5-71 f 7-5-11 7-5-11 F 7-7-7 0-104 3x6= 5x8= 2x4a 3x5= 3x5= 3x6= 4x8= 3x4a �I 0-8-Q 1-1-72 1 147-1 22-1-3 z9-6-14 ix5= 37-a9 I 44e-o 041�- 6-54 7-5-11 7-5-11 7-5.11 7-5-11 7-7-7 Scale = 1:79.7 ? Plate Offsets (X, Y):[3:0-2-0,0-1-8],[4:0-6-0,0.2-8],[12:0-2-8,0-2-121,[14:0-2-4,0-1-81,118:0-5-12,0-1-8],119:0-24,0-1-8],[21:0-2-4,Edgel, [22:0-2-3,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.29 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.56 14-16 >927 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Maldx-MS Weight: 270 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP N0.2 *Except' T2:2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except' B2:2x4 SP No.3 BOT CHORD Rigid calling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 4-18.6-18 OTHERS 2x4 SP No.3 WEBS 2 Rows at pis 10-12 REACTIONS All bearings 0-8-0. except 12= Mechanical (Ib) - Max Honz 2=217 (LC 8) Max Uplift All uplift 100 (Ib) or less at joint(s) except 12=-650 (LC 5), 21==-864 (LC 5), 2=-200 (LC 1) Max Grav All reactions 250 (Ib) or less at joints) 2 except 12=1955 (LC 1), 21=2397 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-482/597,3-4=-2128/600, 4-5=-3268/1076, 5-6=-3268/1076,6-7=-3784/1250,7-8=-3784/1250, B-9=-3424/1135, 9-10=-3424/1135 BOT CHORD 2-21=467/193, 3-21=-2325/870, 18-19=-567/1789, 17-18=-1250/3784, 16-17=-1250/3784, 15-16=-1135/3424, 14.15=-1135/3424,13-14=-731/2202,12-13=731/2202 WEBS 3-19=-655/2022, 4-19=-626/326, 418=-656/1848, 5-18=-565/328, 6-18=-649/232, 8-16=-1461452, 8-14=-785/380, 10-14=-50B/1537,10-13=0/324,10-12=-2736/908 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) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 1 1 II 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 649 to uplift at joint 12, 1991b uplift at joint 2, 854 kmilll�tl�t�jbiANY�1r� 1991b LOAD CIIASE(S)joint 2 Standard \\\\\\PN N(_B- \GENSFW.`l—���i '= f PE 7 051 �1 a I\ STA x ^ Job Truss Truss Type Qty Ply Avalon -Mediterranean- A18 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. Fri Apr 24 08:33:01 Page: 1 ID:2$Ys9447kmmi2g5MnoriCoyODrx-9g_IvFm76PlMLGSwJYp2vAY67mX3ZYDROdOtUgzNa40 0-104 3-04 20,0-12 . 28-9-4 I 1-1e2 44-8-06 7 7-,o-a-o4-04 0 7-10-e 0.10-4 5x9= 2x4n 5x,0= 2x4,, 3x6= 4x8= 3x4a 3x4n 3x5= 49= MT20HS 4x8= 2x4n MT20HS 5xl2= 2x4n 5x5= 0.8-8 5-1-12 130-4 20.10.,2 26-9-4 36-7-12 44-8-0 p-8- 454 7-10-8 7-10-8 7-10-8 7-16.8 B-0-0 Scale = 1:79.7 t Plate Offsets (X, Y):[20:-24,00-1] 0]0[4:0-7-0,0-2-fij, [6:0-3-12,0-3-01, [9:04-0,0-1-12], [11:0-2-8,0-2-12], [13:0-5-12,0-3-0], [16:0-3-12,0-2-0]. [17:0-1-12,0-1-8], [19:0-24,Edge], Loading (psf) Spacing 2-0-0 CSI DEFL in ('oc) I/dell L/d PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 7C 0.67 Vert(LL) 0.35 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.66 13-14 >795 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.96 Horz(CT) 1 0.08 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matriz-MS Weight: 255 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP M 31 `Except' T1:2z4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc pudins, BOT CHORD 2x4 SP M 31 `Except' B1:2x4 SP No.2, B2:2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 *Except* W4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 4-16, 6-16, 6-13 REACTIONS All bearings 0-M. except 11= Mechanical WEBS 2 Rows at 113 pts 9-11 (Ib) - Max Horiz 2=167 (LC 8) Max Uplift All uplift 100 (lb) or less atjoint(s) except 11=-652 (LC 5), 19=-801 (LC 5). 2=-205 (LC 3) Max Grav All reactions 250 (lb) or less atjoint(s) 2 except 11=1956 (LC 1), 19=2354 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-280/543, 34=-1816/532, 4-5=-3705/1232, 56=-3705/1232, 6-7=4263/1417, 7-8=4274/1424, 8-9=4274/1424 BOT CHORD 2-19=483/152, 3-19=-2207/762, 16-17=493/1532, 15-16=-1519/4571, 14-15=-1519/4571, 13-14=-1521/4567, 12-13=-929l2789,11-12=-929/2789 WEBS 3-17--635/1959,4-17=-870/394,4-16=-867/2519,5-16=-607/349,6-16=-1005/340, 6-14=0/311, 6-13=-358/121, 7-13=-535/306,9-13=-575/1725,9-12=0/344, 9-11=-3206/1068 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16n; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 651 lb uplift at joint 11, 1 III /I 204 to uplift at joint 2, 800 I�ikht\�J UI A�AP3 12041b \ �1. uplift at joint 2.\\ P —_ --. LOAD CASE(S) Standard � 7 PE 7§051 � STA y Jr �j T .�� —ORI� �S0NA S1 11� \\\\ 1 Job Truss Truss Type City Ply Avalon -Mediterranean- A19 Half Hip 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., M951 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries, Inc. Fri Apr 24 08:33:01 Pager 1 ID:25Ys9447kmmi2g5MnorlCoyODm-9g_IvFm76PIMLGSwJYp2vAY3JmW7ZaiROdOtUgzNa40 0.10-4 -2-0.0 3-0-0 10-0-8 76-114 23-10-0 30.8-72 37-7-8 448-0 2-..H2-1-72I 7-0-8 6-70-12 s-10-12 1 6-10-12 I s-10.12 0-104 I 3I wI Z1 zu 1W I 10 Id l9 3x�y123x7= 4x9= MT20HS 5x10= 3x9= MTZ0HS 4x10= 4x9= 3x5n D-8-8 10-0.8 11-114 23-70-0 30-e-12 2x4n 37-7-8 448-0 018- 6-10-12 6-70.72 6-70.72 6-10-12 r 70.72 7-078 2-5-4 Scale = 1:79.7 f Plate Offsets (X, Y):[3:0-1-12,0-1-12],[4:0-6-4,0-1-12],[12:0-24,0-1-12],[13:0-2-12,0-1-8],[14:0-1-8,0-1-8],[20:0-4-0,0-1-12],[21:0-1-12,0-1-8],[24:0-2-3,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(L-) 0.52 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.95 17.18 >550 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.05 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-MS Weight: 2511b FT=20% LUMBER BRACING TOP CHORD 2x4 SP M 31 "Except' T1:2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-114 oc pudins, BOT CHORD 2x4 SP M 31 `Except* B1,B2:2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except" W3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-8 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at mldpt 4-20, 6-20, 9-14, 12-14 REACTIONS All bearings 0-8-0. except 13= Mechanical (lb) - Max Honz 2=117 (LC 8) Max Uplift Ali uplift 100 (lb) or less at joint(s) except 13=-651 (LC 5), 23=-913 (LC 5), 2=-545 (LC 3) Max Grav All reactions 250 (Ib) or less at joints) 2 except 13=1948 (LC 1), 23=2745 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-355/976, 34=-1174/351, 4-5=-3781/1264, 5-6=-3781/1264, 6-7=-5757/1921, 7-8=-5757/1921, 8-9=-5757/1921, 9-10=-3146/1050,10-11=-3146/1050,11-12=-3146/1050,12.13=-1880/676 BOT CHORD 2-23=-847/274, 3-23=-2525/828, 20-21=-305/940, 19-20=-1780/5335, 18-19=-1780/5335, 17-18=-1780/6336, 16-17=-1675/5017,15-16=-1675/5017,14-15=-1675/5017 WEBS 3-21=-502/1844, 4-21=-1214/493, 4-20=-1087/3211, 5-20=-529/303, 6-20=-1764/588, 6-18=0/275, 6-17=-162/479, 8-17=487/279,9-17=-280/840,9-15=0/270,9-14=-2124/710,11-14=-521/300,12-14=-1176/3524 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 pondin9. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 1 I 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 650 lb uplift at joint 13, 544 Ib uplift atjoint 2, 913 l ffiiWjJiWd jd 544lb jointuplift at 2 LOAD CASE(S) Standard \ P� i/ \GEN& �L i PE7O51 x1 / t t *- �STA $ . fl �jC)�`. 4ORIDP�\��4\�� /1�NA iMO '��G 6 1 Job Truss Truss Type Oty Ply Avalon -Mediterranean- A20 HALF HIP GIRDER 1 1 Job Reference (optional) Southern Truss, Ft Pierce, FL., 34951 Run:8.31 S Aug 132019 Pnnt:8.3105 Aug 132019 Mlek intlustres, Inc rn Apr za uaaa:ue ragc:i ID:25Ys944?kmmi2g5MnorlCoyODm-9g_tVFm76PIMLG5WJYp2VAY4xmVUZXuROdOtUgzN840 0.10-7 -2-0-8 111-8 7-3-0 13-11 20-11 ffi-2-9 32-3-10 38-0-11 447-8 2-0-8 0- -1 6-3A "4 65-0 6-1-1 6-1-1 6-1-1 6-2-13 0-10-7 3x6= 4IWit nI N� 1'Jg Scale = 1:78 3x8= 3x4n 4 13I -T�J 43 44 45 21 46 47 4RO 49 19 5D 51MM 52 53 54 1755 16 56 157 58 59 14 60 61 5x5= 3x10= 2x4n 3x6= 5x9= 2x4n 3x6= 3xg= 2x4n 5x5= NOP2X STP 7-30 13-B-0 20-8 20-7-0 26-2-9 32-3-10 38-4-11 447-8 7-16 114 6-5-1 - - 4 05-7-9 6-1-1 6-1-1 6-2-13 2X4n 3xl2= 5x6 W0= 2x4n 4x10= 2x4n Plate Offsets (X, Y): [0-2-3,0-1A]8[5:0-4-0,0-1-8], [6:0-3-0,Edge], [11;0-1-12,0-1-8], [12:Edge,0-3-8], [13:0-2-8,0-2-.12], [15:04-0,0-1-8], [18:04-8,0-3-0], [22:0-2-8,0-2.12], Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (root) 20.0 Plate Gdp DOL 1.25 TC 0.81 Vert(LL) 0.18 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.31 14-15 >928 180 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.08 13 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 239 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2'Except' T2:2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purling, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-1-6 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpl 5-18, 11-13 REACTIONS (lb/size) 13=1360/ Mechanical, (min. 0-1-8), 18=3849/0-11-0, (min. WEBS 2 Rows at 1/3 pis 6-18 04-9), 22=1182/0-7-8, (min. 0-1-8) Max Horiz 22=66 (LC 8) Max Uplift 13=-524 (LC 4),.18=-1504 (LC 5), 22=438 (LC 4) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-25=-1538/617, 25-26=-15381617, 26-27=-1538/617, 4-27=-1538/617,4-28=-1538/617, 28-29=-1538/617, 29-30=-1538/617,5-30=-1538/617,5-31=-1027/2630, 6-31=-1027/2630, 6-32=-1027/2630, 7-32=-1027/2630, 7-33=-1027/2630,33-34=-1027/2630,34.35=-1027/2630,B-35=-102712630,8-36=-2590/1008, 36-37=-2590/1006, 37-38=-2590/1006,9-38=-2590/1006,9-10=-2590/1006,10-39=-2590/1006,3940=-2590/1006,1140=-2590/1006, 12-13=-255/163, 2-22=-308/219 BOT CHORD 2243=-174/285, 4344=-174/285, 4445=-174/285, 2145=-174/285, 2146=-198/470, 4647=-198/470, 4748=-198/470, 2048=-198/470,2049=-198/470,1949=-198/470,19-50=-198/470,50-51=-198/470,18-51=-198/470,18-52=-346/896, 52-53=-346/896, 53-54=-346/896,17-54=-346/896,17-55=-346/896,16-55=-346/896, 16-56=-346/896,15-56=-346/896, 15-57=-91512352,57-58=-915/2352,58-59=-915/2352,14-59=-915/2352,14-60=-915/2352, 60-61=-915/2352, 13-61=-915/2352 WEBS 3-21=488/1364, 4-21=-718/490, 5-21=455/1159, 5-20=0/386, 5-1B=-3362/1329, 7-18=-711/474, 8-18=-3859/1501, 8-17=0/381, 8-15=-723/1853, 9-15=-635/429, 11-15=-100/260, 11-14=0/418, 11-13=-2494/970, 3-22=-902/517 NOTES 1) Wnd: 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 (e vp Lumber DOL=1.60 qI �� plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding.\\ \\\\ \ 1e I (�I - B[ 3) All plates are MT20 plates unless otherwise indicated. \� \P 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \Q—�ENSF�`II���j/ 5) Refer to girder(s) for truss to truss connections. ` x i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 524 lb uplift at joint 13,1504 lb uplift aunt 18,and int 22 STA �j .c� •��ORI9P:'� �� OiVA i conalmed on page Job Truss Truss Type Qty Ply Avalon -Mediterranean- A20 HALF HIP GIRDER 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, M951 Run:8.315 Aug 132019 Print 8.3106 Aug 132019 MITek Industries, Inc. Fri Apr 2408:33:03 Page:2 ID:25Ys9447kmmi2g5MnorlCoyODm-9g_IVFm76PlMLG5wJYp2vAY4xmVuZXUROdOIUgzNa4o 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 Ib down and 114 Ib up at 1-8-0, 92 Ib down and 114 lb up at 3-2-4, 92 Ib down and 114 Ib up at 5-2-4, 92 Ib down and 1141b up at 7-2-4, 92 Ib down and 114 Ib up at 9.2-4, 92 lb down and 114 lb up at 11-2-4. 92 Ib down and 114 Ib up at 13-24, 92 lb down and 114 lb up at 15-24. 92 lb down and 114 lb up at 17.24. 92 lb down and 114 Ib up at 19-2-4, 92 lb down and 114 Ib up at 21-2-4. 92 Ib down and 114 Ib up at 22-84, 92 It, down and 114 Ib up at 24-84, 92 Ib down and 114 Ib up at 26-84, 92 Ib down and 114 to up at 28-8-4. 92 Ib down and 114 Ib up at 30-84, 92 lb down and 114 Ib up at 32-84, 92 Ib down and 114 lb up at 34-84, 92 Ib down and 114 lb up at 36-8-4. 92 Ib down and 114 Ib up at 38-84, and 921b down and 114 Ib up at 40-84, and 92 Ib down and 114 Ib up at 42-84 on top chord, and 50 Ib down at 1-84, 50 Ib down at 3-24, 50 Ib down at 5-24, 50 lb down at 7-24, 50 Ib down at 9-24, • 50 Ib down at 11-24, 50 Ib down at 13-24, 50 Ib down at 15-24, 50 Ib down at 17-2-4, 50 Ib down at 19-24, 50 Ito down at 21-24, 50 Ib down at 22-84, 50 Ib down at 24-84, 50 Ib down at 26-84, 50 to down at 28-84, 50 Ib down at 30-64, 50 lb down at 32-84, 50 Ib down at 34-84, 50 Ib down at 36-84, 50 Ib down at 38-84, and 50 Ib down at 40-84, and 50 Ib down at 42-84 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 (Iblft) Vert: 1-2=-70, 2-3=-70, 3-12=70, 13-22=-20 Concentrated Loads (lb) Vert: 6=-70, 21=-32, 4=-70, 14=-32, 11=-70, 10=-70, 16=-32, 25=-70, 26=-70, 27=70, 28=-70, 29=-70, 30=-70, 31=-70, 32=-70, 33=-70, 34=-70, 35=-70, 36=-70, 37=-70, 38=-70, 39=-70, 40=-70, 41=-70, 42=-70, 43=-32, 44=-32, 45=-32, 46=-32, 47=-32, 48=-32, 49=-32, 50=-32, 51=-32, 52=-32, 53=-32, 54=-32, 55=-32, 56=-32, 57=-32, 58=-32, 59=-32, 60=-32, 61=-32 Job Truss Truss Type Qty Ply Avalon -Mediterranean- B1 Common 5 1 Job Reference (optional) Soulhem Truss, Ft. Pierce, FL, U951 Run: 8.31 S Aug 132019 Print 8.310 S Aug 132019 MTek Industries, Inc. Fri Apr 24 08:33:03 Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODm.526VKxo0e1Y4aaFJOzsW bdV4ZEPIdRks>n_ZZZNa4_ -2-0.0 5-11-7 11-" 17-4-9 234-0 25-" I I 1 I 1 2�—r 5-11-7 5-8-9 5-8-9 511-7 2-0-0 I NOP2X STP 7-m-5 Scale =1:48.3 f Plate Offsets(X, Y): 12:0-1-7,0-0-2], [6:0-1-7,0-0-2], [11:0-2-3,0-0-8],[13:0-2-3,M-B] 4x4= 15-5-11 23-4.0 T1 -5-5 Loading (psf) Spacing 2-0-0 CSI DEFL in (roc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.45 Ved(LL) -0.08 8-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Ven(CT) -0.20 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 1 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 119 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 REACTIONS (lb/size) 2=1195/0-8-0, (min. 0-1-8), 6=1195/0-8-0, (min. 0-1.8) BRACING TOP CHORD Structural wood sheathing directly applied or 4-1.1 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. Max Horiz 2=-137 (LC 6) Max Uplift 2=-346 (LC 8), 6=-346 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1747/463, 34=-1533/460, 4-5=1533/460, 5-6=-1747/463 BOT CHORD 2-10=-41311481, 9-10=157/1000, 8-9=-157/1000, 6-8=-287/1481 WEBS 4-8=-192/550, 5-8=-377/286, 4-10=-192/550, 3-l0=-377/286 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint 2 and 346 lb uplift at joint 6. LOAD CASE(S) Standard i PE�0 51 -01 STA y ���� '40 10P�_��\� Job I Truss Truss Type Oty Ply Avalon -Mediterranean- B2 Common Girder 1 2 Job Reference (optional) Soulhem Truss, Ft Pierce, FL., 34951 qI Run:8.31 S Aug 13201E Pint 8.310S Aug 132019MiTek Industries, Inc. Fri Apr 2405:33:03 Page:1 ID:25Ys944?kmmi2g5MnorlCoyODm-526VKxo0e1Y4aaFJOzV bdSTZCE1U2ksxt_ZZzNa4_ -2-0-0 4-0-9 7-10-5 11-8-0 15-511 19-3-7 234-0 254-0 I I I r2-0-0 4-0-9 &1 9-11 3-9-11 3-9-11 3-0.111 I 4-0-9 12-00 I MT20HS 7xSu 4x8= MT20HS 7x12 WB= 40.9 7-10-5 11-8-0 15.5-11 19-3-7 23-" 40.9 3-9-11 3-9-11 3-9-11 3-9-11 40.9 Scale=1:48.3 ' Plate Offsets (X, Y): [26:0-2.3,0-0e8]t :0 0 2-3,0 p1]8,](3:0-1-0,0.1-8], [4:0-14,0-1-12], [6:0-0-12,0-1-12], [8:0-0-6,Edge], [11:0-2-12,0-0-12], [14:0-2-B4O-4-12], [15:0-4-12,0-2-0], Loading (psf) Spacing 2-0-0 CSI DEFL in ('oc) I/de8 L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.23 12-14 >999 240 MT20HS 187/143 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.45 12-14 >621 180 MT20 2441190 BCLL 0.0 Rep Stress Ina NO WB 0.81 Hom(CT) 1 0.13 8 rda Na BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 323 lb FT=20% LUMBER TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3'ExcepV W5:2x4 SP M 31, W3:2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 REACTIONS (lb/size) 2=10618/0-8-1, (min. 0-4-6), 8=8345/0-8-0, (min. 0-3-7) BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-5-5 oc bracing. Max Haiz 2=-137 (LC 23) Max Uplift 2=-3130 (LC 8), 8=-2681 (LC 9) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-19964/5823, 34=-1686415015, 4-5=-12669/3948, 5-6=-12670/3948, 6-7=-15912/5043, 7-8=16689/5329 BOT CHORD 2-26=-5220/17771, 15-26=-5220/17771, 15-27=-5220/17771, 14-27=-5220/17771, 1428=4421/15061, 13-28=4421/15061, 12-13=4421/15061, 12-29=4357/14211, 29-30=4357/14211, 11-30=4357/14211, 11-31=4643/14817, 31-32=4643/14817, 10-32=4643/14817, 8-10=4643/14817 WEBS 5-12=-3392/10971,6-12=4265/1598,6-11=-1488/4264,7-11=-707/368,7-10=-235/624,4-127--5504/1559, 4-14=-1452/5594,3-14=-3117/915,3-15=-725/2789 ' NOTES 1) 2-plytruss to be connected togetherwith 10d (0.131"W") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-6-0 oc. Bottom chords connected as follows: 2x6. 2 rows staggered at 0-5-0 oc. Web connected as follows: 2x4 -1 row at 0-9-0 oc, Except member 3-15 2x4 -1 row at 0-2-0 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; Vult--160mph Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; tilt/ kvMpe/1op� drJp�=1.60 (3-second gust) grip DOL=1.60 ,$ plate 5) All plates are MT20 plates unless otherwise indicated. \\ ��� \GENgF�`�� 6) The Fabrication Tolerance atjoint 5 = 16% 7 7) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. ' ''''tt� � / PE 7G051 �_ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3130 lb uplift at joint 2 and 2684a-opll$ati i 8. 1 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Ioad(s)1748 lb down and 515 It, down 521 Ib 6-34, 1980 Ib down 506 Ib 8-34, 1g80 Ib dovm 612 Ib 10-34, 1934 Ib Ib dov�M P t 4- 1935 I n 19801b and up at and up al and up at 671 lb up at 14.34, and 1928 Ib down and 670 lb up at 16-34, and 1340 lb down and 5441b up at 18-34 on bottom chord. pup al^12 The &esigD/seleclioGJA c vi (s) is the responsibility of others. �'F1O �_ '& - 2pF �4(/ LOAD CASE(S) Standard ` �j T �`4 pr{[D C`ss� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 //��/ONA � 0/111111\\\�\\ 'a2 Job Truss Truss Type Qty Ply AvalonWediterranean- g2 Common Girder 1 2 Job Reference (optional) Southem Truss, Ft. Pierce, FL, 34951 Run:8.31 S Aug 132019 Print 8.310 S Aug 132019 MTek Industries, Inc. Fri Apr 2408:33:03 Page:2 10:25Yse447kmmi2g5MnorlCoy00rz-526VICsoOe1Y4aeFJQzsW bdSRCE1U2ksxt_2ZzNa4_ Uniform Loads (Ib/ft) Vert: 1-5=-70, 5-9=-70, 20-23=-20 Concentrated Loads (lb) Vert: 13=-1980, 15=-1748, 26=1748, 27=-1980, 28=-1980, 29=-1934, 30=-1935, 31=1928, 32=-1340 i PE7P051 �1 r � t -O t STA 7 — <ORIDP Job Truss Truss Type Oty Ply Avalon -Mediterranean- B3 Common 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Rum 8.31 S Aug 13 2019 Print 8.310 5Aug 132019 Mi eK Inoustries, inc. rn Apr 2908:33:04 1 ID:25Ys9447kmmi2g5MnarlCoyODrx-ZFfO(HoOPKgxCkgV_gNIWoAgWzaem4qu4bdX47zNa3z 11-8-0 -2-0.0 5-11-7 11-0.0 12-4.0 17-4-9 23-4-0 26-4-0 2-0-0 1 5-11-7 5-0.9 01-0 5-0.9 5-11-7 2-0-0 0.8-0 5x4-8x4= NOP2X STP 7.10-5 3x4= 15-5-N 7-7-7 ` Scale = 1:48.3 Plate Offsets (X, Y):[2:0-1.3,0-D-2],[4:0-2-0,0-2-8],[5:0-2-0,0-3-0],[6:0-2-0,0-2.8],[8:0-1-3,0-0-2],[13:0-2-3,0-0-8],[15:0-2-3,0-0-8] 23-4-0 Loading (psf) Spacing 210-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL .25 TC 0.47 Vert(LL) -0.08 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL I 1.25 BC 0.62 Vert(CT) -0.20 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 1 0.20 Horz(CT) 1 0.05 8 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matdx-MS Weight: 118 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1.3 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing. REACTIONS (lb/size) 2=119510-8-0, (min. 0-1-8), 8=1195/0-8-0, (min. 0-1-8) Max Hodz 2=-131 (LC 6) Max Uplift 2=-341 (LC 8), 8=-341 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1738/448, 34=A528/444, 6-7=-1528/444, 7-8=-1738/449, 4-5=-1288/443, 5-6=-1288/444 BOT CHORD 2-12=-392/1470, 11-12=-146/999, 10-11=-146/999, 8-10=-272/1470 WEBS 5-10=-182/537, 7-10=-354/272, 5-12=-182/537, 3-12=-354/271 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. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless 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 beadng plate capable of withstanding 341 Ito uplift at joint 2 and 341 lb uplift at joint 8. LOAD CASE(S) Standard \�\GENS�.`�� i ff PE 70051 r t - _ * STATE �i�� ,.(ORIDP�_���� Job Truss Truss Type Qty Ply Avalon -Mediterranean- B4 Hip 1 1 Job Reference (optional) Southern Tiuss, Ft. Pierce, FL., 34951 II Run: 8.31 S Aug 13 2019 Print: 8.31 D S Aug 13 2019 MiTek Industries, Inc. Fri Apr 24 08:33:04 Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODrx-ZFfIXHoOPKgxCkgV_gNl WoAgVJzX_m57u4bdX47zNa3z -2-0-0 4-84 9-0-0 144-0 18-7-13 234-0 25-4-0 2-0-0 1 4-84 43-73 54A 4-&72 48-3 2-0-0 NOP2X STP 4x5= 4x5= 3x4= 9-1-12 14-2.4 23-4-0 9-1-12 5-0-8 9-1-12 Scale = 1:48.3 1 Plate Offsets (X, Y): [2:04-15,0-0-10], [2:0-1-1,0-6-1], [4:0-3-0,0-2-0], [5:0-3-0,0-2-0],[7:0-5-11,0-0-10],[12:0-2-3,0-0-e], [14:0-2-3,0-0-8] Loading (psf) TCLL (roof) 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Spacing 2-0-0 Plate Gnp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI TC 0.47 BC 0.79 V 0.19 Matrix -MS 1 DEFL Vert(LL) 1 Vert(CT) Horz(CT) in (loc) I/deft L/d -022 11-18 >999 240 -0.35 9-21 >793 180 0.05 7 n/a n/a PLATES GRIP MT20 2441190 Weight: 115 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2.14 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 REACTIONS (lb/size) 2=1195/0-8-0, (min. 0-1-8), 7=1195/0-8-0, (min. 0-1-8) Max Honz 2=-111(LC 6) Max Uplift 2=-324 (LC 8), 7=-324 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1743/441, 3-4=-1446/321, 4-5=1238/320, 5-6=-1445/321, 6-7=A758/443 BOT CHORD 2-11=-381/1506, 10-11=-154/1238, 9-10=-154/1238, 7-9=-283/1502 WEBS 3-11=-364/257, 4-11=-17/354, 5-9=-15/355, 6-9=-356/261 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. 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nono cncurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 324lb uplift at joint 2 and 3241b uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Avalon -Mediterranean- B5 Hip 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Scale=1:48.3 Run:8.31 S Aug 132019Print:8.3105 Aug 1320191di Tek industries. Inc. Fri Apr 2408:33:04 Page:1 ID:25Ys9447kmmi2g5MnodCoyODm-ZFftXHoOPKgxCkgV_gNiWoAeOzXJm4MWbdX47 Ne3z -2-0.0 7-0.0 11-" 16.4-0 23-4.0 25-4-0 1 — 2-0�� 7-04) 441-0 48-0 7-0-0 2-0.0 NOP2X STP 4x4= 3x4= 4x4= 7-1-12 16-24 234-0 7-1-12 91Y8 74-12 Plate Offsets (X, Y): [3:0-24,0-2-4], [5:0-24,0-2-41, 111:0-2-3,0-0-8], [13:0-2-3,0-0-8] Loading TCLL (root) TCDL BCLL BCDL (psf) 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Gnp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI TC BC WB Matrix -MS 0.63 0.77 0.23 DEFL Ved(LL) Vert(CT) Horz(CT) in (loc)/deft L/d .0.15 8-10 >999 240 -0.34 8-10 >836 180 0.05 6 n/a n/a PLATES GRIP MT20 2441190 Weight: Ill lb FT=20% LUMBER BRACING \ TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD ' Rigid ceiling directly applied or 9-8-3 oc bracing. WEBS 2x4 SP ND.3 OTHERS 2x4 SP ND.3 REACTIONS (lb/size) 2=1195/0-8-0, (min. 0-1-8), 6=1195/0-8-0, (min. 0-1-8) Max Horz 2=91 (LC 7) Max Uplift 2=-303 (LC 8), 6=-303 (LC 9) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. TOP CHORD 2-3=-1693/374, 34=-1419/377, 4-5=-1419/377, 5-6=-1693/374 BOT CHORD 2-10=-280/1406, 9-10=-361/1622, 8-9=-361/1622, 6-8=-224/1406 WEBS 3-10=421410, 4-10=-350/221, 4-8=-3501221, 5-8=421410 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) Ail plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 2 and 303 lb uplift at joint 6. LOAD CASE(S) Standard ivi IBA / PE 7Q051 \ jSTA ` �i O� Job Truss Truss Type Qty Ply Avalon -Mediterranean- B6 Roof Special Girder 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 5.31 S Aug 13 2019 Print: 8,310 SAug 132019 MiTek Industries, Inc. Fri Apr 24 08:33:04 Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODm-ZFHXHoOPKgxCkgV_gNIWoAZJzaemueu4bdX4?zNa3z -2-0-0 5-0.0 8-2.0 11-8-0 15-2.0 18.4-0 234-0 25-4-0 I 2-0-0 5-0.0 3-2-0 3-6-0 3-6-D 3-2-0 5-0-012-0.0 I NOPZX STP 5x8= 5-.1-12 8-04 15-3-12 18-24 234-0 I 5-1-12 i 2-10-8 i 7-3-8 1 2-10.8 5-1-12 Scale = 1:48.3 Plate Offsets (X, Y): [2:0-5-0,0-1-9], [3:0-5-12,0-2-0], [4:0-1-12,0-3-0], [6:0-1-12,0-3-0], [7:0-5-12,0-2-0], [8:0-5-0,0-1,9J, [11:0-3-0,0-2-4], [13:0-1-8,0-2-4], [15:0-2-3,0-0-8], [17:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI- DEFL In (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.93 Ven(LL) 0.25 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Ven(CT) -0.45 11.13 >619 180 BCLL 0.0 Rep Stress Incr NO WE 0.98 Horz(CT) 0.08 8 Na n1a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 1281b FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-10-11 oc bracing. WEBS 2x4 SP No.3 . OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 REACTIONS (lb/size) 2=2058/0-8-0, (min. 0-1-11), 8=2058/0-8-0, (min. 0-1-11) Max Horiz 2=-106 (LC 23) Max Uplift 2=-826 (LC 8), 8=-826 (LC 9) FORCES (to) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=-3518/1425, 3-25=4174/1698, 25-26=41741169B, 4-26=-4174/1698, 4.5=-4840/2016, 5-6=-4840/2016, 6-27=417411698,27-28=-4174/1698,7-28=4174/1698, 7-8=-3518/1425 BOT CHORD 2-14=-1241/3050, 14-29=-1241/3059, 29-30=-1241/3059, 13-30=-1241/3059, 12-13=-987/2676, 11-12=-987/2676, 11-31=-1174/3059,31-32=-1174/3059,10-32=-1174/3059, 8-10=-1174/3050 WEBS 3-14=-7/347,3-13=-541/1497,4-13=-2487/1133,5-13=-1106/2572,5-11=-1106/2572,6-11=-2487/1133, 7-11=-542/1497, 7-10=-7/348 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=5.0ps(; 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 826 lb uplift atjoint 2 and 826 lb uplift atjoint 8. , `III r 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)190 lb down and 208 lb up at 5-0- glp�ewn`dfid�iU11Si�p/-/ 0.12, 1731b down and 1551b up at 7.54, 1731b down and 1551b up at 15-10-12, and 1101b down and 1141b up at 16-34, and 1901b down a�li tB)4 6ri,10 chord, and 305 lb down and 56 lb up at 5-0-0, 50 lb down at 7.0-12, 4121b down and 169 to up at 7.54, 412 lb down and 169 Ib up at 15-1 aq 0 Ibdown a 4d 305 Ib down and 56 lb up at 18-34 on bottom chord. The design/selection of such connection devices) is the responsibility of others. �� �'/ \GENE LOAD CASE(S) Standard �j x 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 / PE 7` 051 Uniform Loads (lb/ft) 1 Vert: 1-3=-70, 34=-70, 4-5=-70, 5-6=-70, 6-7=-70, 7-9=-70, 19-22=-20 Concentrated Loads (to) ~ r-O` \ J`S^TA ^ Vert: 3=-94, 7=-94, 14=-123, 10=-123, 25=-70, 26=-133, 27=-133, 28=-70, 29=-32, 30=412, 31=412, 32=-32 7 ���jSS10NAV- \�� Job Truss Truss Type Oly Ply Avalon -Mediterranean- C1 Roof Special 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Ran: 5.31 5 Aug 13 2U15 Print: 9.31D 5 AUg 132U19 MI IeK InCUStrles, Inc, -rI Apr 4 U0:3D:U4 rage: l ID:25Ys944?k mi2g5MnorlCoyODrx-ZFfLXHoOPKgxCkgV_gNNJoAbozWzmwdu4bdX4?zNa3z 5-0-0 10-8-8 16-6 12 20-8.8 5x5= 1x411 4x7= 1 2 3 411 9 87 2x611 3x8= 10-3-8 4x6= 3x5= 0-3-8 5-4-4 10-6-12 3x4= 20-8-8 0-3-13' 5-0-12 0.3j4' 10-1-12 Scale =1:49.7 t 4-11-4 Plate Offsets(X, Y):[1:0-2-0,0-3-0],[3:0-5-4,0-2-0],[6:0-2-0,0-1-8],[10:0-3-0,0-1-4] Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) "call Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.77 Vertft-Q -0.27 6-7 >899 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.54 6-7 >444 180 BCLL 0.0 Rep Stress Incr YES WE 0.85 Horz(CT) 1 0.12 6 Wa We BCDL 10.0 Code FBC2017TFPI2014 Matrix -MS Weight: 148 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 WEBS REACTIONS (lb/size) 6=905/ Mechanical, (min. 0-1-8), 12=926/ Mechanical, (min. 0-1-B) Max Horiz 12=-247 (LC 9) Max Uplift 6=-212 (LC 9), 12=-310 (LC 4) Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 1-10, 3-9 FORCES (lb) - Max. Comp./Max, Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 11-12=-841/329, 1-11=-888/351, 1-2=465/202, 2-3=-465/202, 3-4=-779/222 BOT CHORD 8-9=-51/623, 7-8=-51/623, 6-7=-141/651 WEBS 1-9=-313/876, 2-9=435/247, 3-9=-276/113, 3-7=-47/335, 4-6=-877/208 NOTES 1) Wmd:ASCE 7-10; Vult=150mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber D0L=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 212 lb uplift at joint 6 and 310 lb uplift at joint 12. LOAD CASE(S) Standard PE 7P051 -( >r STA 7 \ Z- 1$1 -�ORIDP �11 Job Truss Truss Type Qty Ply Avalon -Mediterranean- 02 Roof Special 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. Fri Apr 24 0e:33:e4 rage: I ID:25Ys9447kmmi2g5MnorlCoyODm-ZFfD(HoOPKgxCkgV_gNNJoAZLzakm4Pu4bdX49zNa3z 6-4-4 12.8-8 20-841 6-0� 6-04 8-0.0 3x4= 1x4a 4x4= 2 3 4 R n is 9 2x4n 6-0-0 8 7 6 3x4= 3x4= 3x4= 12-6-12 20-8-8 la 3x4n Scale = 1:44.3 1 1 644 1 6-2-8 1 8-1-12 1 Plate Offsets (X, Y): [3:0-2-4,0-2-4], [4:Edge,0-1-12], [5:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in "Do' Well LJd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.39 5-6 >631 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.43 5-6 >569 180 ' BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 1 0.01 5 n/a r1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 121 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2'Except' T2:2x4 SP M 31 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 BOT CHORD REACTIONS (lb/size) 5=919/ Mechanical, (min. 0-1-8), 9=9191 Mechanical, (min. 0-1-8) Max Horiz 9=-197 (LC 9) Max Uplift 5=-190 (LC 9), 9=-319 (LC 4) Structural wood sheathing directly applied or 5-94 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-9=-885/352, 1-2=-678/240, 2-3=-678/240, 3-4=-889/210, 4-5=-825/214 BOTCHORD 7-8=-103/678, 6-7=-103/678 WEBS 1-8=-349/986, 2.8=-538/299, 4-6=-119/509 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) Provide adequate drainage to prevent water pending. 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 319 lb uplift at joint 9 and 190 lb uplift at joint 5. LOAD CASE(S) Standard \jPN NCI-IBI////T �\GENSF.`���i _ PE 7 051 1 I o I� STA ii ,o •��ORIOP���G\� Job Truss Truss Type Oty Plor y Avelon-Mediterranean- C3 Roof Special 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 MTek Industries, Inc. Fri Apr 24 08.33:05 Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODm-lRDFlcpe9eonpuPhYOu 30ilzNu3VSslJFM5dRzNa3y 744 14-8-8 20-M 7-4-4 7-4-4 6-0.D 4 9 3x5= lx4n MT20HS 4xU 2 3 12 ;I 8 7 6 2x4n 3x4= - 3x4= 3x4= 2x4n 7-4-4 14-642 20-8-8 1 744 1 7.2-8 1 6-1-12 1 Scale =1:41.2 f Plate Offsets (X, Y): [1:0-2-4,0-1-8], [3:0-4-0,Edge], [4:0-14,0-1-8], [9:0-2-0,0-1-0] Loading (pst) Spacing 24-0 CS' DEFL In (loc) I/deft L/d PLATES GRIP TOLL (roof) 20.0 Plate GOP DOL 1.25 TC 0.87 Vert(LL) 0.37 8-9 >655 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.48 8-9 >507 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix -MS Weight: 1131b FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc punins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 5=919/ Mechanical, (min. 0-1-8), 9=919/ Mechanical, (min. 0-1-8) Max Hodz 9=-147 (LC 9) Max Uplift 5=-215 (LC 4), 9=-317 (LC 4) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-9=-B21/336, 1-2=-772/275, 2.3=-772/275, 3-4=-944/258, 4-5=-909/252 BOT CHORD 7-8=-169/772, 6-7=-169/772 WEBS 1-8=-337/941, 2-8=-521/318, 4-5=-208/830 NOTES 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncument with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 9 and 215 lb uplift at joint S. LOAD CASE(S) Standard PE 7 051 _k�f ` STA �0 •140RIDP.= l� Job Truss Truss Type Qty Ply Avalon -Mediterranean- C4 Roof Special 1 1 Job Reference (optional) Southern Truss, Ft. Pier e, FL., a4ebl J 12 B 3x4= nun:u.sl b Aug la zultl rnnt:o..flu JMug lJ ZV1tl IVII lerc lnausules, Ina rrllT w UC.0i.uU ra9v.i ID:25Ys9447kmmi2g5MnorlCoyODrx-1RDFIcpe9eonpuPhYOu 30iLxNtLVTs1JFM5dRzNa3y 54-7 11-1-1 16-8-8 20-8-8 3x5= 1x4ti 2 3 4 3x4= 5-7-7 11 10 9 8 2x4., 3x4= 3x5= 5.7-7 11.1-1 1x4n 16-6-12 4x4= 12 5 --16 3x8= 20.8-8 e 2x4n I€ 5.7-7 I 5.5-11 I 5-5-11 I 4-1-12 I Scale = 1:38.1 Plate Offsets (X, Y): [1:0-1-12,0-1-8], [5:0-2-4,0-2-4], [11:0-1-12,0-1-B] Loading (psf) Spacing 2-0-0 CSI DEFL in (too) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.84 Verlft-Q 0.27 8-9 >905 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.46 8-9 >534 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matri'MS Weight: 119 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: REACTIONS (lb/size) 7=919/ Mechanical, (min. 0-1-B), 12=919/,Mechanical, (min. 6-0-0 oc bracing: 11-12. 0-1-8) Max Hodz 12=-97 (LC 9) Max Uplift 7=-245 (LC 4), 12=-314 (LC 4) FORCES (to) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 1-12=-921/356, 1-2=-937/327, 2-3=-9371327, 3-4=-937/327, 4-5=-672/247, 5-6=-803/243, 6-7=-907/267 BOT CHORD 10-11=-271/937, 9-10=-271/937, 8-9=-271/937 WEBS 1-11=-432M236, 2-11=-548/288, 4-8=350/143, 6-8=-215/806 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.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 fora 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314 lb uplift at joint 12 and 245 lb uplift at joint 7. LOAD CASE(S) Standard \PN I _I BLEq���i i 'oGENgF.���i / PE 7051 _ STA �,G Job Truss Truss Type Oty Ply Avalon -Mediterranean- C5 Roof Special Girder 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., U951 12 6-3.7 3x8= 13 14 15 Run: 8.31 S Aug 13 2019 Print 8.310 5 Aug 13 2019 KTek Industries, Inc. Fri Apr 24 08:33105 Page: 1 ID:25Ys9447kmmi2g5MncrlCoyODm-1 RDFIcpe9eonpuPhY0u 30imNNyQVMo1 JFM5dRZNa3y 12-5-1 6-1-11 1x4u 3x5= 2 16 3 17 18-8-8 3xB= 4 18 19 20-B-8 I I 2-0-0 12 4x59--1 6 20 5 ...._ 21 22 23 11 24 25 10 26 9 27 28 29 8 3x5n 4x8= 4x5= Win 4x8= 2x6a 6.3-7 12-5-1 18-6-12 20-e-8 2-1-12 Scale=1:37.5 f Plate Offsets (X, Y):[5:0-3-0,0-2-4],[e:0-2-0,0-1-12], [11:0-3-0,0.1-8], [12:0-3-0,0-1-8] Loading (psf) Spacing 2 -0-0 CS' DEFLt(LL) in (too) /dell Vd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Ver0 0.1 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL I 1.25 BC I 0.46 Vert(CT) I -0.19 9-11 >999 180 I BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.04 7 rue n/a BCDL 10.0 Code FBC2017,rPI2014 Matrix -MS Weight: 121 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP M 31 *Except* T3:2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, BOTCHORD 2x4 SP M 31 except end verticals. WEBS 2x4 SP No.3 `Except* W2:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ilosize) 7=1864/ Mechanical, (min. 0-1-8), 12=1997/ Mechanical, (min. WEBS 1 Row at midpt 1A2, 4-13 0-1-8) Max Horiz 12=-47 (LC 22) Max Uplift 7=-684 (LC 4), 12=-765 (LC 4) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1.12=-1836/822, 1-13=-2426/931, 13-14=-2426/931, 14-15=-2426/931, 2-15=-2426/931, 2-16=-2426/931, 3-16=-2426/931,3-17=-2426/931,4-17=-2426/931, 4-18=-1018/394, 18-19=-10181394, 19-20=-1018/394, 5-20=-1018/394,.5-6=-1127/408,6-7=-1899/663 BOT CHORD 11-24=-1036/2735, 24-25=-1036/2735, 10-25=-1036/2735,10-26=-1036/2736,9-26=-1036/2735, 9-27=-1036/2735, 27-28=-1036/2735,28-29=-103612735,8-29=-1036/2735 WEBS 1-11=-1059/2760, 2-11=-904/620, 4-11=-361/154,4-9=0/526, 4-8=-2006/789, 6-8=-627/1739 NOTES 1) Wnd: 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) 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 765 Ito uplift at joint 12 and 684lb uplift at joint 7. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)150 Ib down and 163 lb up at 0-94, 137 Ito down and 168 Ib up at 2-9-4, 137 Ito down and 168 lb up at 4-94, 137 Its down and 168 to up at 6-94, 137 to down and 168 Ito up at 8-94, 137 lb down and 168 to up at 10-94. 137 lb down and 16B Ito up at 12-94, 137 Ito down and 168 Ito up at 14-94, and 137 lb down and 168 Ito up at 16-94, and 137 Ib down and 168 Ito up at 18-8-8 on tap chord 9 down at 0-94, 91 to down at 2-9-4. 91 Ib down at 4-94, 91 Ito down at 6-94, 91 to down at 8-94, 91 lb down at 10-94, 91 lb down at 12-9-4, 91 Ib down a`� y J I 01� own at 16-94, and 91 lb down at 18-94 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. \\\\ 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �\ \P. _—_— LOAD CASE(S) Standard \�����.'�\GENSF�'-''`1I��i% 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(Ib/ft) _� / PE 76p51 Vert: 1-5=-70, 5-6=-70, 7-12=-20 —� _ ( , 1 Concentrated Loads (to) �i�� Vert: 3=-137 (F), 5=-137 (F), 8=-64 (F), 13=-150 (F), 14=-137 (F), 15=-137 (F), 16=-137 (F), 17=-137 (F), 18=- 1 g t8T (Fg�u r 3 F) - 22=-64 (F), 23=-64 (F), 24=-64 (F), 25=-64 (F), 26=-64 (F), 27=-64 (F), 28=-64 (F), 29=-64 (F) ^0 \ STA / o •��ORIDP�� �� //SSZONA I-'-- o/111111�OG\\\�� l Job Truss Truss Type Qty Ply Avalon -Mediterranean- CJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Fri Apr 2405:33:05 rage: 1 ID:25Ys9447kmmi2g5MnorlCoyODm-1RDFIcpe9eonpuPhYOu 30inwNwT/aC1JFM5dRzNa3y -2.9-15 4-1-7 2-9-15 12 4.24 1x4u 4-1-7 2x8= 0.0-11 0-0-11 4-0-11 Scale =1:33.8 ! Plate Offsets(X, Y): [5:0-2-3,0-0-8] 1 Loading (psf) Spacing 2-0-0 CSI DEFL in "oc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Gdp DOL 1.25 TC 0.75 Vert(LL) -0.07 4-11 >707 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.07 4-11 >689 180 BCLL 0.0 Rep Stress Incr NO WB D.00 Horz(CT) 1 -0.01 2 n/a n/a BCDL 10.0 Code FBC2017rFP12014 Matrix -MP Weight: 221b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS (Ib/size) 2=316/0-3-8, (min. 0-1-8), 3=501 Mechanical, (min. 0-1-8), BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4=-21/ Mechanical, (min. 0-1-8) Max Hodz 2=147 (LC 4) Max Uplift 2=-280 (LC 4), 3=45 (LC8), 4=-62 (LC 17) I Max Grav 2=336 (LC 31), 3=77 (LC 31), 4=79 (LC 20) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-565/571 BOT CHORD 2-13=-409/359 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.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 nonmitcurrent with any other [Iva loads. 3) Refer to girder(s) for truss to Vuss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45lb uplift at joint 3, 2801b uplift at joint 2 and 621b uplift at joint 4. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)101 Ito down and 141 lb up at 1-6-1, and 101 lb down and 141 Ib up at 1-6-1 on top chord, and 33lb down and 93 Ito up at 1-6-1, and 33 Ib down and 93 Ib up at 1-6-1 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 0 4 920 Concentrated Loads (lb) Vert: 12=119 F=60, B=60 13=103 F=51, S=51) \ , �� \ PE 7P051 t �STA �0 Job Truss Truss Type Qty Ply Avalon -Mediterranean- CJ3C Diagonal Hip Girder 4 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Fri Apr 2408:33:05 Page: 1 ID:25Ys9447kmmi2g5MnorlCoyOOa-1 RDFlepe9eonpuPhYOu 30inwN71VZp1JFM5dRzNa3y 1-8-14 2.9-15 4-1-7 2-9-15 ' ' 2-49 1-8-14 12 4.24 F— lx4n 4 1x4a 3 lx4n 2 ? m w d 1 5 lx4n 1x4n 4-1-7 2x8= 1-8A4 8-14 2-0-9 Stale =1:36.4 t Plate Offsets (X, Y): [7:0-2-3,0-0-8) Loading(pso ,Spacin 9 2-0-0 CSI DEFL -in floc ) I/deft Ltd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.03 5 >881 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.07 5 >388 180 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT) 0.00 2 n/a nla BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 23 lb FF=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS All bearings 1-10-10. except 4= Mechanical (Ib) - Max Horiz 2=147 (LC 20) Max Uplift All uplift 100 (lb) or less atjoint(s) 4 except 6=-206 (LC 17), 2=-365 (LC 4) Max Grev All reactions 250 (Ib) or less at joint(s) 4 except 6=316 (LC 20), 2-412 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-503/515 BOT CHORD 2-6=-345/308 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope); Lumber DOL=1.80 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 100 lb uplift atjoint(s) 4 except (jt=1b) 2=365, 6=205, 2=365. 5) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 101 to down and 141 Ib up at 1-5-15, and 101 lb down and 141 lb up at 1-6-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-4=-70, 5-11=-20 Concentrated Loads (lb) Vert: 3=119 (F=60, B=60) ((/ PE �7¢051 1� yC 1 a it 26 Oyu\ Job Truss Truss Type Dty Ply Avalon -Mediterranean- CJ5 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print 8.310 SAug 132019 MiTek Industries, Inc. Fri Apr 24 OB:33:05 Page'. 1 ID: 25Ys9447kmmi2g5MnorlCoy0Drx-1 RDFlcpe9eonpuPhY0L 3DinsNxpVZ61 JFM5dRzNa3y -2-9-15 4b9 6.11.6 2-9-15 ' "-" ' ' 2-6-13 1x4n 2x8= WE 6-8-3 6-11-6 3x4= 1 6.8.3 0-3-31 1 Scale = 1:34.8 1 Plate Offsets (X, Y): [7:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) "de' L/d PLATES GRIP TCLL (root) 20.0 Plate Grp DOL 1.25 T•C 0.75 Vart(LL) -0.16 6-13 >528 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.17 6-13 >479 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.02 2 r1a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrx-MP Weight: 35 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS (Ib/size) 2=37610-10-15, (min. 0-1-8), 4=97/ Mechanlcal, (min. 0-1-8), 6=1191 Mechanical, (min. 0-1-8) Max Horz 2=197 (LC 4) Max Uplift 2=-281 (LC 4), 4=-95 (LC 20), 6=-46 (LC 9) Max Grav 2=453 (LC 31), 4=123 (LC 17), 6=240 (LC 28) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less exceptwhen shown. TOP CHORD 2-14=-779/622, 3-14=-325/72 BOT CHORD 2-15=-363/316, 15-16=-113/265, 6-16=-113/265 , WEBS 3-6=-316/134 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. 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 is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load 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 951b uplift at joint 4, 281 lb uplift at joint 2 and 46 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Icad(s) 101 Ib down and 141 lb up at 1-6-1, 101 lb down and 141 Ib up at 1-6-1, and 111 lb down and 48 lb up at 4-4-0, and 111 Ib down and 48 Ib up at 44-0 on top chord, and 33 lb down and 93 lb up at 1-6-1, 33lb down and 93 lb up at 1-6-1, and 26 lb down and 5 lb up at 4-4-0, and 26 lb down and 5lb up at 4-4-0 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 (lb/ft) Vert: 1-4=-70, 5.11=-20 Concentrated Loads (lb) Vert: 14=119,15=103,16=9 PE 7 051 1 = _ r I oI� �STA %moo `. 4IpVA p S/�P�G��\\ �� Job Truss Truss Type Qty Ply Avalon -Mediterranean- CJ42 DIAGONAL HIP GIRDER t 1 Job Reference (optional) Southern Truss, Ft Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MTek Indust ies, In= Fri Apr 24 08:33:DS Page: 1 ID:25Ysg447kmmi2g5MnorlCoyODm-1RDFIcpe9eonpuPnYOu 30irc NOmVaC1JFM5dRzNa3y -2-9-15 5-9-15 2-9-15 tx4a 2x3= 4.24 r— 5-9-15 Scale =1:32.1 1 I . Plate Offsets QC Y): [5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Adel Vd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.14 4-11 >483 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 Bc 0.24 Vert(CT) -0.15 4-11 >464 18O BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 1 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 27 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=345/0-10-15, (min. 0-1-8), 3=128/ Mechanical, (min. 0-1-8), 4=171 Mechanical, (min. 0-1-8) Max Honz 2=177 (LC 4) Max Uplift 2=-277 (LC 4), 3=-93 (LC 8), 4=-11 (LC 17) Max Grav 2=408 (LC 31), 3=159 (LC 31). 4=119 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-12=-560/595 BOT CHORD 2-14=-025/419 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 11 Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.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 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 93 lb uplift at joint 3, 277 lb uplift atjoint 2 and 11 to uplift at joint 4. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 141 lb up at 1-6-1, 101 to down and 141 Ib up at 1-6-1, and 111 lb down and 48 lb up at 4-4-0, and 111 lb down and 48 lb up at 4-4-0 on top chord, and 33 to down and 93 Ib up at 1-6-1, 33 Ib down and 93 lb up at 1-6-1. and 26lb down and 5 to up at 4-4-0. and 26 lb down and 5lb up at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Uve(balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib Vert: 1- 1-3=-7o, 4-9=-20 Concentrated Loads (lb) Vert: 12=119 (F=60, B=60), 14=103 (F=51, 13=51), 15=9 (F=5, B=5)��OENS4�'�T��ii —�_ PE70051 �1 / x � � , x -0 1\ ST . y i0'c``�ORIOP SSjONA� M�NG��\\\ Job Truss Truss Type City Ply Avalon -Mediterranean- DI Monopitch 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Scale = 1:52 Run: 8.315 Aug 132019 Print 8.310S Aug 132019Mneklndustries, Inc. Fri Apr 2408:33:06 Page:1 ID:25Ys9447kmmi2g5MnorlCoyODa-WdndyygGwyweRl_t65PDcDFxunClEzbAYv6e9uzNa3x -240 7-" 15-1-12 16-M 2-0-0 1 7-9-3 7-4-9 0-1 2x6a 3x4a 3x4= 1x4n Jx4= NOP2X STP 7-9-3 15d8 16-0-0 7-9-3 7d5 ot Plate Offsets (X, Y): [7:0-3-0,0-0-4], [B:0-3-B,Edge], [9:0-1-12,0-1-8], [11:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) "dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Ved(LL) 0.09 10-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.17 9-10 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.31 Horz(CT) 1 -0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 94 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* B2:2z4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 WEBS REACTIONS (lb/size) 2=867/0-8-0, (min. 0-1-8), 7=704/ Mechanical, (min. 0-1-8) Max Herz 2=438 (LC 8) Max Uplift 2=-200 (LC 8). 7=-337 (LC 8) FORCES (Ib) - Max. Comp:/Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1002/113 BOT CHORD 2-10=-389/799, 9-10=-389/799, 8-9=-155/452 WEBS 3-10=0/344, 3-9=-810/391 Structural wood sheathing directly applied or 4-11-2 oc pudins, except end verticals. Rigid ceiling directly applied or 9-0-15 oc bracing. 1 Row at midpt 3-9 NOTES 1) 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 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 pet 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 337 lb uplift at joint 7 and 200 lb uplift at joint 2. LOAD CASE(S) Standard PE 70051 �r � STA 4 0RID NA�`�NG / 2 Job Truss Truss Type Qty Ply Avalon -Mediterranean- D2 Monopitch 2 1 Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 j4I Scale = 1:56.6 Run:8.31 S Aug 132019 Print 8.310 S Aug 132019 MTek Industries, Inc FriApr 2408:33.06 Page:1 ID:25Ys944?kmmi2g5MnodCoyODm-WdndyygGwyweRl_t65PDcDFwXnBBEuhAYv6e9uzNa3x 1-6-10 -2-M 8-0-0 13-2-4 16-" r2-D-0 6-5-6 5-24 2-S-12 - 1-6-10 2x4n NOP2X STP 3x6n 1x4n 1-8-6 13-4-05-1-12164A 1-6-10 2-8-0 8-0.0 13-24 13-7-8 15-M -6-100. -10 54-0 5-2-0 0-14 0-1-12 0-1-12 1-6-4 0-8-8 Plate Offsets (X, Y): [10:0-1-8,0-1-8], [12:0-0-0,0-0-8], [13:0-3-0,0-0-4], [15:0-2-3,0-0-8] , Loading (psf) Spacing 2-0-0 CSI DEFL in ('oc) Well Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 Tr 0.82 Vert(LL) 0.41 11-12 >463 240 MT20 2441190 TCDL 15.0 Lumber DOL 1,25 BC 0.94 Vert(CT) -0.57 11A2 >334 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr I YES WS 0.63 Hom(CT) 0.23 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 105 to FT= 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc pudins, BOT CHORD 2x4 SP No.2'Ecept B2:2x4 SP M 31, B4,F2:2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. Except: OTHERS 2x4 SP No.3 2-2-0 oc bracing: 9-10 REACTIONS (Ib/size) 2=867/0-8-0, (min. 0-1-8), B=704/ Mechanical, (min. 0-1-B) Max Hodz 2=438 (LC 8) Max Uplift 2=-200 (LC 8), 8=-337 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-684/16, 3-4=-1216/258, 4-5=-426/15, 5-6=-405/36 BOT CHORD 2-14=-314/521, 13.14=-314/521, 12-13=-206/379, 3-12=-191/513, 11-12=-509/1043, 10-11=-509/1043, 9-10=-190/479, 6-9=-148/455, 8-9=-1541316 WEBS 4-11=-09/403, 4A0=-887/432, 6-8=-640/313, 3-14=-5471309 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=S.Opsf; h=1art; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl 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 337 to uplift at joint 8 and 200 to uplift at joint 2. LOAD CASE(S) Standard �P' \GENE Z PE70051 �1 �STA ` Job Truss Truss Type Qor ty Ply Avalon -Mediterranean- D3 Monopitch 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Scale = 1:56.6 Run:8.31 S Aug 132019 Pdnt8.310 S Aug 132019 MiTek lndusties, Inc. Fri Apr 2408:33:05 Page:1 ID:25Ys944?kmmi2g5MnadCoyODm.WdndyygGwyweRl_I65PDcDFxOnDVJEurAYv6e9uzNa3x 1-6-10 -2-M B-0-0 13-24 16-0-0 i 2-0-0 8-5.6 s24 2-9-12 1-6-10 2x4n NOP2XSTP 3x5a lx4a 141-6 13-4-05-1-1216M 1-640 2-8.0 8-0-0 13-24 13-7-8 15-3-8 4-100- -10 54-0 5-24 0- 0-1- 0-1-12 0.1-12 1-64 0-8-8 Plate Offsets(X, Y):it0:0-4-4.0-2-0],[11:0-1-12,0-1-8],[13:04-0,0-0-8],[14:0-2-4,0-04],(16:0-2-3,0-0-8] Loading (psf) TOLL (roof) 20.0 TCDL 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 FBC2017rrP12014 CSI TC 0.76 BC 0.79 W3 0.62 Matrix -MS DEFL Verl(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.39 12-13 >464 240 -0.54 12-13 >336 180 0.22 8 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 104 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc pudins, BOT CHORD 2x4 SP No.2 -Except' B2:2x4 SP M 31, F2:2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except OTHERS 2x4 SP No.3 10-0-0 oc bracing: 10-11 REACTIONS (lb/size) 2=828/0-8-0, (min. 0-1-8), 8=-138/0-8-0, (min. 0-1-8), 9=88210-8-0,(min. 0-1-8) Max Horiz 2=438 (LC 8) Max Uplift 2=-182 (LC 8). 8=-138 (LC 1), 9=408 (LC 8) , Max Grav 2=828 (LC 1). 8=53 (LC 8), 9=882 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-640/30, 3-4=-1102/206, 4-5=-324/0, 5-6=-295/0 BOT CHORD 2-15=-298/486, 14-15=-298/486, 13-14=-194/354, 3-13=-160/445, 12-13=-461/940, 11-12=461/940, 10-11=-187/472 WEBS 4-12=-34/398,4-11=-873/425, 6-8=413/208, 3-15=-513/294 NOTES 1) Wnd:ASCE 7-10; Vult=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 nonconcurrenl with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 8, 182 lb uplift at joint 2 and 408 lb uplift at joint 9. LOAD CASE(S) Standard \\\\\\I I I I I/////// \GENS / PE 70051 / 1 r STA 40RIOP�� �\ /ONA i 1�OG�\\\\ Job Truss Truss Type Oty, Ply Avalon -Mediterranean- D4 Monopitch 1 1 Job Reference (optional) Southem Truss, FL Pierce, FL., 34951 Scale = 1:53.5 Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MTek Industdes, Inc. Fri Apr 24 08:33:M Page: 1 ID:25Ys944?k mi2g5MnorlCoyODm-WdndyygGwyweRl_t65PDcDFw2nD6EumAYv6e9uzNa3x 1-6-10 8.74 14-M -2-0.0 8-0-0 13.24 16-0.0 1 2-0-0 6-5-6 1 1 4-7-0 24F0 1-e-10 0-74 0-9-12 3x4= 3x4o 2x4n 7 8 fi 3x5c 2 3x4e Er- 5 4 D 1 71 9 0 1x4n 2 13 7 4A o q 1 1fi 1 MT20HS 4x8u 1x4n 3 - �- '7 3x4= 1x4a 1x4n 1x4n NOP2X STP 3x5n tx4n 1-8-6 13.4-a&1-1216-0-0 1-6-10 2-8-0 8.0.0 13-24 13-7-8 15-3-8 4i-10 01-10 i 5.4-0 5-24 8 0.1-1 0-1-12 0-1-12 1-64 0-8-8 Plate Offsets (X, Y): [7:0-2-0,0-2-B], [11:0-2-12,0-2-12], [14:04-0,0-0-8], (15:0-24,0-04], [17:0-2.3,0-0-8] Loading TCLL (roof) TCDL BCLL BCDL (psf) 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TPI2014 CSI TC BC WB Matrix -MS 0.79 0.81 0.62 DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) Udell L/d 0.38 13-14 >473 240 -0.54 13-14 >338 180 0.19 9 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 103 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc pudins, BOT CHORD 2x4 SP N0.2 *Except* B2:2x4 SP M 31, B4,F2:2x4 SP No.3 exoept end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: OTHERS 2x4 SP No.3 10-0-0 oc bracing: 11-12 REACTIONS Qb/size) 2=83610-8-0, (min. 0-1-B), 9=25/0-8-0, (min. 0-1-8), 10=71010-8-0,(min. 0-1-8) Max Horiz 2=392 (LC 8) Max Uplift 2=-206 (LC B), 9=-74 (LC 4), 10=-311 (LC B) Max Grav 2=836 (LC 1), 9=60 (LC 18), 10=710 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less exceptwhen shown. TOP CHORD 2-3=-649/27, 34=-1126/258. 4-5=-339/18, 5-6=318/39 BOT CHORD 2-16=-293/494, 15-16=-293/494, 14-15=-192/360, 3-14=-166/458, 13-14=463/961, 12-13=-463/961, 11-12=-184/467, 6-11=-62(285 WEBS 4-13=-38/406, 4-12=-880/428, 6-9=465/216, 3-16=-521/294 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; End, GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 9, 2061b uplift at joint 2 and 311 lb uplift at joint 10. LOAD CASE(S) Standard / 1 PE U05 r 1 1 , JL. x 0 t STA i�0 ` e�'�' 2�F ���� ////ass/ONA I �S \\\ l Job Truss Truss Type Oty Ply Avalon -Mediterranean- D5 Monopitch 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, U951 Scale=1:50.4 Run:8.31 S Aug 132019 Print8.310 S Aug 132019 MiTek Industries, Ina Fri Apr 2408:33:06 Page:1 ID:25Ys9447kmmi2g5MnorlCoyODm-WdndyygGwyweR1_165PDcDFvAnChEuyAYv6e9uzNa3x 1-6-10 13-24 -2-0-0 8-D-0 12-0-0 16-0-0 2-60 6-5-6 1 44-0 2-9-12 1-6-10 1-24 3x4= 3x4= 2x4n 5 6 7 3x4= 1x4n ... ...... .__.. '""' 1x4n NOP2X STP 3x5u 136 1x4u 134-015-1-12 1641-0 1-6-10 2-8-0 8-0.0 13-2-4 13-7-8 1538 1-6110 o -10 54-0 5-24 0. 0.1-1 0-1-12 Plate Offsets (X, Y):[5:0-2-0,0-2-8],[10:0-2-12,0-2-12],[13:04-0,0.0.8],[14:0-2-4,0-0-4],]16:0-2-3,0-0-8] 0-1-12 1.64 0-8-8 Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) I/dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC - 0.84 Vert(LL) 0.37 12-13 >485 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.26 BC 0.84 Vert(CT) -0.54 12-13 >337 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.61 Horz(CT) 0.19 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight 99lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' B2:2x4 SP M 31, B4,F2:2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 20 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins, except end verlicals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except 1 D-0-0 oc bracing:10-11 REACTIONS (Ib/size) 2=83510-8-0, (min. 0-1-8), 8=8/0-M, (min. 0-1-8), 9=72910-8-0, (min. 0-1-8) Max Hodz 2=342 (LC 8) Max Uplift 2=-222 (LC 8), 8=-96 (LC 4), 9=-282 (LC 8) Max Grav 2=835 (LC 1), 8=72 (LC 18), 9=729 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. ' TOP CHORD 2-3=-649/26, 3-4=-1120/282, 4-5=-343/66 BOT CHORD 2-15=-279/495, 14-15=-279/495,13-14=-183/360, 3-13=-151/451, 12-13=-433/955, 11-12=-433/955, 10.11=-175/457, 6-10=-67/276 WEBS 4-12=-36/407, 4-11=-862/411, 6-8=-459/171, 3-15=-521/286 NOTES 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.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) Ali plates are MT20 plates unless othelv4se Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95lb uplift at joint 8, 222 to uplift at joint 2 and 282 lb uplift at joint 9. LOAD CASE(S) Standard �\GENSF���L PE7P051 / 1 _ STA ///,SS/ONA i VI Job Truss Truss Type City Ply Avalon -Mediterranean- D6 Monopitch 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Scale = 1:47.3 Run:8.31 S Aug 132019 Print: 8.310 S Aug 132019 MRek Industries, Inc. Fri Apr 2408:33:06 Page:1 ID:25Ys9447kmmi2g5MnorlCoyODm-WdndyygGwyweRl t65PDcDFv2nBEEvcAYo e9=Na3x 1-6-10 -2-0-0 8-0-0 10-0-0 13-24 16-0-0 2-0-0 1 6.5.6 2-0-0 1 3-24 2.9-12 1-6-10 3x4= 3x4= 2x44 3x4= 1x4u ----"_ -- "' ----"' 1x4n NOP2X STP 3x5n 1-B4i 1x4n 13-0A75.1-12 16A-0 1-6-10 2-8.0 8-0-0 13-24 13-7-8 15-3.8 116-10 0-1 -10 54-0 5-24 0-1-1 IH 0-1-12 Plate Offsets (X, Y): [5:0-2-0,0-2-8], [8:0-1-12,0-1-8], [10:0-3-0,0-2-8], [13:04-0,0-0-8], [14:0-24,0-0-4], (16:0-2-3,0-0-8] 0-1-12 1-64 0-8-8 Loading (psf) Spacing 2-0-0 CSI DEFL in (too) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(L-) 0.36 12-13 >501 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.55 12-13 >333 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WS 0.57 Horz(CT) 019 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight 95 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, BOT CHORD 2x4 SP No.2'Except' B2:2x4 SP M 31. B4,F2:2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: OTHERS 2x4 SP No.3 2-2-0 oc bracing: 10-11 REACTIONS (lb/size) 2=828/0-8-0, (min. 0-1-8), 8=-13010-8-0, (min. 0-1-8), 9=873/0-8-0,(min. 0-1-8) Max Hodz 2=292 (LC 8) Max Uplift 2=-228 (LC 8), 8=-186 (LC 13), 9=-305 (LC 8) Max Gmv 2=828 (LC 1), 8=103 (LC 8), 9=873 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-645/53, 3-0=-1094/274, 4-5=-346/104 BOT CHORD 2-15=-2581494, 14-15=-258/494, 13-14=-16B/357, 3-13=-111/425, 12-13=-372/928, 11-12=-372/928, 10-11=-151/424, 9-10=-95/270, 8-9=-95/270 WEBS 4-12--34/410, 4-11=-803/368, 6-8=-058/159, 3-15=520/271 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=16f; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 to uplift at joint 8, 228 lb uplift at Joint 2 and 305 lb uplift at joint 9. LOAD CASE(S) Standard PE 7T051 I �� x � o STA /SS61N111 A Job Truss Truss Type Qty Ply Avalon -Mediterranean- D7 Monopitch 1 1 Job Reference (optional) Southem Truss, FL Pierce, FL, 34951 -2-D-0 1-6-10 1-6-10 Run: 8.31 5 Aug 13 2019 Print 8.31 D S Aug 132019 MTek Industries, Inc. Fri Apr 24 08:33:06 Page: 1 ID:25Ys9447kmmi2g5MnodCoyODrx-WdndyygGwyweRl t65PDCDFuanCoExIAYv6egu Na3z B-M 13.24 16-" 4 4xB= 3x4= 2x4n 6 3x4= ix4n .... __.._ .._.. ...... ix4n NOP2X STP 3x5a 1x4n 1-8-6 13-4-015-1-12 16-0-0 1-61D 2-8-0 8-1-12 13-2-4 13-7-8 15-3-e 116-1D 0-1-10 5.5-12 5-0.8 0 i 0-1-i Scale =1:44.2 1 0-1-12 0-1-12 1-64 041-8 Plate Offsets (X, Y):[3:0-3-12,0-1-81,[4:0-5-0,0-2-0],[7:0-1-8,0-1-8],[9:0-0-4,0-2-0],[12:04-0.0-0-81, [13:0-2-4,0-0-0], [15:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vital Ud PLATES GRIP TCLL (roof) 20.0 Plate Gdp DOL 1.25 TC 0.94 Vert(LL) 0.36 11-12 >501 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.58 11-12 >316 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.43 Horz(CT) 1 0.21 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 901b FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end vedicals. BOT CHORD 2x4 SP No.2 `Except' B2:2x4 SP M 31, F2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except WEBS 2x4 SP No.3 10-0-0 oc bracing: 9-10 OTHERS 2x4 SP No.3 REACTIONS (Ib/size) 2=824/0-8-0, (min. 0-1-8), 7=-226/0-8-0, (min. 0-1-8), 8=973/0-B-0,(min. 0-1-8) Max Hodz 2=242 (LC 8) Max Uplift 2=-228 (LC 8), 7=-226 (LC 13), 8=-299 (LC 5) Max Grev 2=824 (LC 1), 7=111 (LC 8), 8=973 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-3=-645f78, 3-0=A046/246, 4-5=-349/124 BOT CHORD 2-14=-237/498, 13-14=-237/498, 12-13=-151/357, 3-12=-110/370, 11-12=-278/877, 10-11=-279/892, 9.10=-91/339, 8-9=-136/390, 7-8=-136/390 WEBS 4-11=-30/407,4-10=-638/251, 5-7=-576/200, 3-14=-522t255 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.Dpsf; BCDL=S.Opsf; h=16ft; Cat. II; Fxp 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 psi bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 to uplift at joint 7, 2281b uplift at joint 2 and 299 lb uplift at joint 8. LOAD CASE(S) Standard PE7P051 �1 I ` y — I �-O t STA y ZONAL S Job Truss Truss Type Ory Ply Avelon-Mediterranean- gr D8 Half Hip Girder 1 1 Job Reference (optional) Soulhem Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 13 2019 MTek Industries, I= Fri Apr 24 OB:33:07 Page: 1 ID:25Ys9441kmmi2g5MnorlCoyODrz=gLOAIruhF2V3BY4fpwS8RoAoBf=QMKnZrBhKzNa3w -240-0 6-M 10-7-12 15A-12 164)-0 6-0-0 1 4�7-12 1 4-6-0 4x7= 1x4u 3x4= 12 3 17 18 4 19 20 5 6 2x4n I 2144= 4 N NOP2X STP 3x4= lx4n 3x8= 2z4n 6-1-12 10-7-12 15-3-8 16-0-0 1 6-1-12 1 4.6-0 1 4-7-12 0-818 1 Scale = 1:36.9 1 Plate Offsets (X, Y): [3:0-5-4,0-2-0], [12:0-2-3,0-0-8] Loading (ps/) Spacing 2-0-0 C51 DEFL in (loc)/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.04 11-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL I 1.25 BC 0.40 Vert(CT) -0.07 11-16 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 1 -0.01 2 n1a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 851b FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc pudins, BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.3 except end verticals. WEBS 2z4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except OTHERS , 2x4 SP No.3 6-0-0 oc bracing: 7-8. REACTIONS (Ib/size) 2=759/0-8-0, (min. 0-1-8), 7=-10410-8-0, (min. 0-1-8), 8=688/0-8-0, (min. OA-S) Max Horiz 2=192 (LC 25) Max Uplift 2=-229 (LC 8), 7=-104 (LC 1), 8=-348 (LC 5) Max Grav 2=759 (LC 1), 7=87 (LC 4), 8=782 (LC 32) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-845/238, 3-17=-605/227, 17-18=-605/227, 4-18=-605/227, 4-19=-605/227, 19-20=-605/227, 5-20=-605/227 BOT CHORD 2-11=-249/681, 10-11=-247/691, 5-6=-701/350 WEBS 4-10=-295/212, 5-10=-2837733 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; Cat. 11; Fxp 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 104 Ib uplift at joint 7, 229 lb uplift at joint 2 and 348lb uplift at joint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)107 Ib down and 42 Ib up at 6-0-0, 114 Ib down and 42 to up at 8-0-12, 114 lb down and 42 lb up at 10-0.12, 114 lb down and 42 lb up at 12-0-12. and 114 Ib down and 42 lb up at 14-0-12, and 92 lb down and 19 lb up at 15-104 on top chord. e The designtselection of such connection device(s) is the responsibility of others. In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard \��\\P� M_B[,c„ 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert 1-3=-70, 3-6=-70, 9-14=-20,7-8=-20 Concentrated Loads (Ib) PE 7§051 1 Vert: 3=42 (B), 6=17 (B), 17=42 (B), 18=42 (B), 19=42 (B), 20=42 (B) 4, I >I c STA Job Truss Truss Type Qty Ply Avalon -Mediterranean- D9 MONOPITCH GIRDER 1 2 Job Reference (optional) Southern Truss, FL Pierce, FL, U951 NOP2X: Scale = 1:52.5 Run:8.31 S Aug 132019 Print:8.31D S Aug 132019 MTek Industries, Inc. Fri Apr 2408:33:07 Page:1 ID:25Ys944?kmmLg5MnorlCoyODrx-_gLOAlruhF2V3BY4fpwS8RoDUaeOzMwKnZrBhKzNa3w 53-3 10-M 15-1-0 16-6-0 6-3-3 50-5 4-9-9 -5.0 2x4n 3x5o6 3x4= 2x4q 6x8= Tig" iS3-12 5-3-3 10-3.8 15-7-12 1 q.pI 1 53-3 540-5 D 5-0.5 0-10-4 Plate Offsets (X, Y): [4:Q-1-12,0-1-8], [5:0-1-12,0.1-8),[7:0-3-0,0-4-12],[8:0-7-8,0-2-8],[10:0-4-4,0-2-0], [11:0-2-0,0-4-e] Loading (psf) Spacing 210-0 CSI DEFL In "oc) I/deft Ltd PLATES GRIP TCLL (rool) 20.0 Plate Grip DOL 1.25 IC 0.29 Vert(LL) 0.09 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL I 1.25 BC 0.49 Vert(CT) -0.15 11-12 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.56 Horz(CT) 0.02 10 n/a n/a I BCDL 10.0 Code FBC2017TFP12014 Mat Weight: 271 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-&13 oc puffins, BOT CHORD 2x6 SP No.2 *Except* B1:2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rlgid ceiling directly applied or 10-M oc bracing, Except: REACTIONS (lb/size) 1=2322/0-8-0, (min. 0-1.8), 10=6202/0-4-0, (min. 0-2-9) 6-0-0 oc bracing: 7-8. Max Hodz 1=409 (LC 8) 6-0-0 oc bracing: 8-10 Max Uplift 1=-727 (LC 8), 10=-2516 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less exceptwhen shown. TOP CHORD 1.2=-4824/1533, 2-3=-2897/843, 3-4=-2755/855, 4-5=-259/410 BOT CHORD 1-12=-1695/4236, 12-16=-1695/4236, 16-17=-1695/4236, 11-17=-1695/4236, 8-10=-4811/2o6B, 5-8=-1693/840 WEBS 2-12=-515/1495,2-11=-1944/823,4-11=-1026/2951,4-8=-3412/1333,5-7=-5BO/1213, 8-11=-1036/2629 NOTES 1) 2-plytruss to be connected together with 10d (0.131"x3'l nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-8-0 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) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst, BCDL=5.0psf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcuaent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7271to uplift at joint 1 and 2516 lb uplift at joint 10. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1977 lb down and 785lb up at 7-0-12, 8991b down and 3341b up at 9-0-12, 899 lb down and 337 lb up at 11-0.12, 899 Ito down and 339 lb up at 13-0-12, and 906 lb down and 330 lb up at 15-1-0. and 1461 lb down,atl ,6g up at 16-4-4 on bottom chord. The deslgn/selection of such connection device(s) is the responsibility of others. \\\\\ 1 ` I I r /11/ LOAD CASE(S) Standard\� �1 �`� • BL ^/// 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Incease=1.25 Uniform Loads(lb/ft) \ QJQ' \GENSF,���-/i Vert: 1-6=70, 10-13=20, 9-10=-20, 7-8=-20 ` 7 Concentrated Loads (lb) _ P E 7051 1 _ Vert: 7=-1461 (B), 10=-906 (F), 16=1977 (F), 17=-899 (F), 18=-899 (F), 19=899 (F) yl�I ` _ t. F L1 -0 11 STA y 26 40RID3, //'�i�sS�oNA11EG��`�� Job Truss Truss Type Qty Ply Avalon -Mediterranean- D10 Half Hip Girder 1 2 Job Reference (optional) SouMem Truss, FL Pierce, FL, 34951 -2-0.0 Scale = 1:37.5 4.9-0 12 Run: 8.31 S Aug 13 2019 PrhL 8.310 S Aug 132019 MTek Industries, Inc. Fri Apr 24 08:33:07 Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODrx_gLOAIruhF2V3BY4fpwSBRo3nBdAzFEKnZrBhKZNa3w 4x7= 10-8.0 1x4n 3x8= 2x6n 7x10= 4-10-12 MT20HS 6xlO- illa-211 Plate Offsets (X, Y): [3:0-5.4,0-2-0],[5:0-3-0,0-1-12],[6:Edge,0-3-8],V:0-1-8,0-4-8),[9:0-4-8,0-1-0],[10:0-2-2,0-0-8] 16-7-0 5.11-0 16-7.0 4x8= =I MT20HS 4x6a Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Gdp DOL 1.25 TC 0.92 Vert(LL) 0.15 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.27 7-9 >723 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina NO WB 0.99 Hom(CT) 0.02 6 n1a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 195 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 *Except* W4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=3650/0-8-0, (min. 0-1-8), 6=492610-3-8, (min. 0-2-1) Max Hodz 2=161 (LC B) Max Uplift 2=-1180 (LC 8). 6=-1488 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown, TOP CHORD 2-15=-7218/2394,3-15=-7082/2382,3-4=-8295/2595, 4-16=-8295/2595, 16-17=-8295/2595, 5-17=-8295/2595, 5-6=-3774/1260 BOT CHORD 2-18=-2173/6367, 9-18=-2173/6367, 8-9=-221516491, 8-19=-2215/6491, 7-19=-2215/6491 WEBS 3-9=-734/2123,3-7=-470/1958,4-7=-5031329, 5-7=-2743/8777 NOTES 1) 2-ply truss to be connected togetherwith 10d (0.131 XY) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Web connected as follows: 2x4 -1 now at 0-9-0 00 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=1aft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1488 Ib uplift atjoint 6 and 1180 lb uplift atjoint 2. ���1 I I I J� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 Ib down and 100 lb up at 4-3-4, an, d �b[LuJp at 12-8-12, and 86 lb down and 106 Ib up at 14-8-12 on top chard, and 749 lb down and 285 lb up at 4-3-4, 18441b down and 704lb up at �� tl Imp up at 9-0-12, 899 Ib down and 235 Ib up at 11-0-12, 545 Ib down and 157 Ib up at 12-8-12, 8991b down and 210 Ib up at 13-0-12, and 471b�Ti0 ¢6-t2, and 6t and 232 lb up at 15-0-12 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. \� i'_\GENSF%% <� /� LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber lncrease=1.25, Plate Increase=1.25 y�_ j PE 70051 Uniform Loads (lb/ft) 1 Vert: 1-3=-70, 3-5=-70, 6-12=-20 n II x s'Z Concentrated Loads (lb) , J ^TTT Vert: 8=-1844 (B), 15=-44 (F), 16=-100 (F), 17=-61 (F), 18=-749 (F), 19=-899 (B), 20=-899 (S), 21=-545 (F), 22=-899���-v`8 (F§ s/ONA � `LNG Job Truss Truss Type Oty Ply Avalon -Mediterranean- D11 Roof Special Girder 1 1 I Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 I 3 lN Scale = 1:45.6 Plate Offsets (X, Y):[1:0-2-8,0-1-0],[4:0-4-4,0-1-0], [5:0-1-12,0-2-12] Run: 8.31 S Aug 13 2019 Print: 8.310 S Aug 132019 MiTek Industries, Inc. Fri Apr 24 08.33W Page: 1 to 25Ysg447kmmi2g5MnorlCoyODm-_gLOALuhF2V3BY4fpwSBROBOBbfzUi KnZrBhKZNa3w 6-8-8 6-0-0 6.11-8 6-" 0- . 044 12 6 2x4n 3x4 9 10 4x4= 5x4= 2x6u 6-6-0 6-11-8 6-6-0 0-5-8 Loading (PSI) Spacing 2-0-0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.17 4-5 >430 240 MT20 2441190 TCDL 15.0 LumberOOL 1.25 BC 0.66 Vert(CT) -0.26 4-5 >291 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 7 n1a Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 59lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-11-8 on pudins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-8 on bracing. OTHERS 2x6 SP No.2 WEBS 1 Row at midpt 2-5 REACTIONS (Ito/size) 5=14741 Mechanical, (min. 0-1-8), 7=1138/0-5-0, (min. 0-1-8) Max Uplift 5=-676 (LC 4), 7=-541 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-815/404, 4-7=-360/833, 6-7=-305/181, 2-6=-305/181 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 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) Beanng at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 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 676 to uplift at joint 5 and 541 Ib uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 652 Ib down and 335 lb up at 0-7-12 on top chord, and 684 to down and 357lb up at 2-7-12, and 684 1b down and 3571b up at 4-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-70, 2-3=-70, 4-5=-20 Concentrated Loads (lb) Vert: 8=-652 (B), 9=684 (B), 10=-684 (B) V(-B� \\GENSF -Al = ( PE 7�051 1 } Job Truss Truss Type Oty Ply Avalon -Mediterranean- Et Half Hip 1 1 Job Reference (optional) Southem Truss, Ft. Pierce, FL., 34951 Scale = 1:44.6 -2-D-0 Run:8.31 S Aug 132019 Print 8.310 S Aug 132019 MiTek Industries, Inn Fri Apr 2408:33:07 Page:1 ID:25Ysg444kmmi2g5MnorlCoyODa_gLOAUuhF2V3BY4fpwS8Ro4CBd9zTEKKrBhKzNa3w 1-9-8 8-2-8 5-4-10 9-1-8 2-0-0 1 1 3-7-2 0.1 -0 1-9-8 2-9-14 2x4n 3x4= 12 1x4� 6 r 4 1x4n 3 1x4n 2 7 I 3x4= 1x4n 3x4= 1.9-8 1-7-8 8-10.0 9." 1-7-8 7-0-8 0- 0-2-0 Plate Offsets(X, Y):[2:0-2-15,0-1-5],[5:0-2-0,0-2-8], [7:0-24,0-1-8],[9:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) Udefl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.11 7-8 >797 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.11 7-8 >808 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.02 11 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Weight: 50lb FT=20Y LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 ,. BOT CHORD OTHERS 2x4 SP No.3 REACTIONS (lb/size) 8=706/0-4-0, (min. 0-1-B), 11=24610-3-8, (min. 0-1-B) Max Horiz 8=247 (LC 8) Max Uplift 8=-214 (LC 5), 11=-220 (LC 5) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-137/258 WEBS 3-8=-517/266 Structural wood sheathing directly applied or 2-2-0 oc purims, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed: porch right exposed; 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 pet bottom chord live load nonconcument with any other live loads. 4) Bearing at joints) 11 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 214 lb uplift at joint 8 and 220 lb uplift at joint 11. LOAD CASE(S) Standard / PE 7 051 �! 1 I * � STA ` -� 26 i��o` �40RIDi'R` S/ONA i Job Truss Truss Type City Ply Avalon -Mediterranean- E2 Half Hip 1 1or ,lob Reference (optional) — 5 6 1-9-8 1-7-8 8-10.0 9-1-8 1-7-8 7-0-8 0-3- Scale = 1:42.7 f 0.2.0 Plate Offsets (X, Y): [2:0-2-15,0-1-5],[5:0-2-0,0-2-8],[7:0-24,0-1-8],[9:0-2-3,0-0-8] Southern Truss, FL Pierce, FL., 34951 Run: 8.315 Aug 132U18 Print: 8.=S Aug 132u1e miieK inausmes, inc. Fri Apr 2405:3o:07 r=9=., ID:25Ys9447kmmi2g5MnorlCoyODrx-_gLOAlruhF2V3BY4fpwSBRo45Bd3zTFKnZrBhKzNa3w 1-9.8 7-0.0 .2-0-0 54-10 9.1-8 I 1 I I 1 I 200 372 21B ' 1-9-8 1.7.6 3x4= 2x4n m 0 Loading (psf) Spacing 2-0-0 CS' DEFL in (Ioc) Well Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 T.0 0.90 Vert(LL) -0.07 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL I 1.25 BC 0.57 Vert(CT) -0.10 7-8 >825 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 1 0.02 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MS Weight: 49 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS (lb/size) 8=706/0-4-0, (min. 0-1-8), 11=246/0-3-8, (min. 0-1-8) Max Hodz 8=217 (LC 8) Max Uplift 8=-203 (LC 8), 11=-98 (LC 5) Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Max. Comp./Max. Ten. -Al forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-135/257 WEBS 3-8=-517/277 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 001-=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 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 203lb uplift at joint 8 and 981b uplift at joint 11. LOAD CASE(S) Standard 'PV\cE v i PE 7 051 ` t l I -0� STAi , Job Truss Truss Type Qty Ply Avalon -Mediterranean- E3 Half Hip 1 1 Job Reference (optional) Southern Tmaa, Ft. P1er0s. FL., 549b1 nun:n.nlb Aug 10'UJVrnn[6alu bNug lszultl MI I en mausVies, In, rriYre4 uo:JiYr rey.., ID:25Ys9447kmmi2g5MnorlCoyODrx_gLOAlruhF2V3BY4fpwSSRo8DB2xzTVKn2rBhKZNa3w 1-9-B -2-0-0 5.0.0 2-0-0 3-2-8 198 4x4= 12 9-9-0 4-9-0 3x4= 4 5 6 1-9-8 1-7-8 5.1-12 9-5.8 9.9.0 1-7-8 3-0-0 4-3-12 0-3- 0-2-0 Scale = 7:39.6 Plate Offsets (X, Y): [5:0-1-12,0-1-e], [9:0-2-3,0-0-8] Loading (pso Spacing 2-0-0 CSI DEFL in "00 I"Is' L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.06 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.10 6-7 >907 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.02 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 53 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS (Ib/slze) 8=72810-4-0, (min. 0-1-8), 11=280/0-3-8, (min. 0-1-8) Max Horiz 8=167 (LC 8) Max Uplift 8=-276 (LC 5), 11=-242 (LC 5) Structural wood sheathing directly applied ore-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (to) or less exceptwhen shown. TOP CHORD 2-3=-167/296, 6-11=-280/242 WEBS 3-8=407/193 NOTES 1) 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); cantilever left exposed ; porch right exposed; 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) Bearing at joint(s) 11 considers parallel to grain value using ANSIrrPI 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 276lb uplift at joints and 242 Ib uplift at joint 11. LOAD CASE(S) Standard ENS PE 70051 rr } Job Truss Truss Type City Ply Avalon -Mediterranean- ES Hip Girder i 1 Job Reference (optional) Soulhem Truss, FL Pierce, FL., 34951 Scale = 1:41.8 Run: 8.31 S Aug 13 2019 Print: 8.310 SAug 13 2019 MiTek Industries, Inc. Fri Apr24 aala3:ea rage: i ID:25Ys944?kmmi2g5MnorlCoyODm-SOvONerWSZAMgL7GD W RhheKFinawBigHT?DbIDmzNa3v -2-0-0 3-M 9.6.0 16-0-0 19-0-0 21-0.0 1 2-0-0 3-0-0 6-6-0 6-6-0 3-0-012-0-0 I 12 48= sx4n 4x8= sl- 3 21 22 23 4 24 25 26 5 3-1-12 9-6-0 15-104 19-0.0 3-1-1�-f 6-0-0 64-4 3-1-12 Plate Offsets (X. Y): [2:0-1-3.0-0-21. [3:0-5-8,0-2-0],[5:0-5-8,0-2-01,16:0-1-3,0-0-2], [9:04-0,0-3-0),[11:0-2-3,0-0-8],[.13:0-2-3,0-0-8] Loading TCLL (roof) TCDL BCLL BCDL (psf) 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr NO Code FBC2017/TPI2014 CSI TC BC WB Matrix -MS 0.84 0.65 0.49 I DEFL Vert(LL) Vert(CT) Horz(CT) in (loc)/deft L/d 0.16 9 >999 240 -0.25 9-10 >897 180 0.04 6 n/a n/a PLATES GRIP MT20 2441190 Weight: 97lb FT=20% LUMBER BRACING TOP CHORD Zx4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc pudins. BOT CHORD 2x4 SP No.2 'BOT CHORD Rigid ceiling directly applied or 8-3-10 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 REACTIONS (lb/size) 2=94710-3-0, (min. 0-1-8), 6=94710-3-0, (min. 0-1-8) Max Horiz 2=-51 (LC 6) Max Uplift 2=-372 (LC 8), 6=-372 (LC 9) Max Grav 2=1014 (LC 36), 6=1014 (LC 37) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-3=-1640/594,3-21=-2699/1049, 21-22=-2699/1049, 22-23=-2699/1049,4-23=-2699/1049, 4-24=-2699/1049, 24-25=-2699/1049, 25-26=-2699/1049,5-26=-2699/1049,5-6=-1640/594 BOT CHORD 2-10=484/1468, 10-27=478/1476, 27-28=478/1476, 28-29=-478A478, 9-29=-478/1476, 9-30=-462/1476, 30-31=462/1476,31-32=-462/1476,8-32=-462/1476, 6-8=-468/1468 WEBS 3-9=-581/1331, 4-9=-523/353, 5-9=-581/1331 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; hot 5ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372Ili, uplift at joint 2 and 3721b uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 lb down and 129 Ib up at 3-0-0, 94 Ib dG�w""(((nnn,,, rrll pat b5-0-12, 94 lb down and 53 lb up at 7-0-12, 94 lbdown and 531b up at 9-0-12, 94 Ib down and 53 lb up at 9-11-4, 94 lbdown and 53 Ib up at 11-114 r�t(9 �Z up at 13.11-4, and 193 lb down and 129 lb up at 16-0-0 on top chord, and 98 Ib down and 89 lb up at 3-0-0, 30 Ib down and 4lb up at 5-0-1 S gd 6 t/y� 12, 30 lb down and 4lb up at 9-0-12, 30 lb down and 4 lb up at 9-114, 30 lb down and 4 Ib up at 11-114, and 301b down and 4 lb up at 13�N .04trdocvna� q+�p�t 15-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. i ,\GENSF%� 1- i 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard / PE 7051 I 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 may' - 1 ` t Uniform Loads (Iblft) 1� 1 Vert: 1-3=-70, 3-5=-70, 5-7=-70, 15-18=-20��' Concentrated Loads (lb) tx ST�A� " y 32=43F 1 (F), 5=-1 (F), 10=45 (F), 8=45 (F), 21=-1 (F), 22=-1 (F), 23=-1 (F), 24=-1 (F), 25=.1 (F), 26=-1 (F), 27=4 (Fj',2 'PP)t2 i� Job Truss Truss Type City Ply Avalon -Mediterranean- FGA Roof Special Girder 1 2 Job Reference (optional) Southern Truss, Ft. Pierce, FL, 34951 Rum. 8.31 S Aug 13 2019 Print: 8.310 SAug 132019 MiTek Industries, Inc. Fri Apr 24 08:33:08 Page: 1 ID:25Ys944?kmmi2g5MnorlCoyODm-SOvONerW SZAM9L7GDWRhheKKOa2OippT?DblDmzNa3v 4-9-14 g-5-0 14-0-2 18-10-0 4-9-14 47-2 - 47-2 4-9-14 4 v M Scale = 1:35.6 5x9= .4x5= 1X4a 3x4= 1x4 4x5= 1 15 16 2 17 3 4 18 19 5 20 21 6 12 10 2x6= 4x8= e B 4x8= 2x6= ]144 0-5-8 49-14 4x10= 9-2-4 14-0-2 9-7-12 184-8 0.5- 1 4b6 i 0.5- i 4-0 6 4-4-6 44-6 Plate Offsets (X, Y): [1:0-2-4,0-2-0], [6:0-2-4,0-2-0], [8:0-3-0,0-2-0], [10:0-3-0,0-2-0] - 1 BAG-0 0-5-8 7 g N Loading (PSI) Spacing 2-0-0 CSI DEFL in ([cc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.04 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.07 10 >999 180 BCLL 0.0 Rep Stress Incr . NO WB 0.52 Hom(CT) -0.06 14 n/a n/a BCDL 10.0 Code FBC2017TFP12014 Matrix -MS Weight: 206 to FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins, BOT CHORD 2x4 SP N0.2 *Except* B2:2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* W1:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS (Ib/size) 12=1200/0-5-8, (min. 0-1-8), 13=2499/0-5-8, (min. 0-1-8), 14=119610-5-8, (min. 0-1-8) Max Horiz 12=-171 (LC 4) Max Uplift 12=-675 (LC 4), 13=-999 (LC 5), 14=-650 (LC 4) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-1200/675, 1-11=-1123/676, 1-15=-1739/811, 15-16=-1739/811, 2-16=-1739/811, 2-17=-1739/811, 3-17=-1739/811, 3-4=-1739/811, 4-18=A718/679, 18-19=-17181679,5-19=-1718/679,5-20=-1718/679,20-21=-1718/679, 6-21=-1718/679, 7-14=-1196/650, 6-7=A119/653 BOT CHORD 10-11=-595/557, 9-10=-925/464, 9-13=-2499/999, 4-9=-2332/1004, 8-9=-945/464, 7-8=-346/323 WEBS 1-10=-76011452,2-10=-9021448,4-10=-1200/2731,4-8=-1075/2730, 5-8=-897/444, 6-8=-629/1431 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 now at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Web connected as follows: 2x4 -1 row at 0-9-0 cc. 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 chemise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 II 11 6) Bearing at joint(s) 12, 13, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify cap It S�fIgEfE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 675 lb uplift at joint 12, 9991b uplift at joint 13 @1>,�d6$Ovlb IOt® o �fC� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 270 lb down and 277 Ill up at 0-2-'12,�ePt�Bif'o`v,¢a.aad-1��15J}9� 0-13 258 258 Ib down and 130 to up at 2-11-12, 258 Its down and 130 to up at 4-11-12, 258 Ib down and 130 Ill up at 6-11.12, 258 lb down a�d`t3 p2�\Q�{�(r 8,ly�orm��nd 1301b up at 9-10-4, 258 lb down and 130 Ib up at 11-10-4, 258 Ib down and 130 lb up at 13-10-4, 258 Ito down and 130 lb up at 1 YD nd 321HIb down d 1aQ Ili up�t- 17-9-3, and 2701b down and 281 Ill up at 18-7-4 on lop chord. The design/selection of such connection device(s) is the responsibi.; of oll/(ers. LOAD CASE(S) Standard -� , _ / PE 7§051 1 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25— Uniform Loads (Ib/fl) Vert: 1-6=-70, 9-11=-20, 7-9=-20 ^0 STA Concentrated Loads (lb) 201� Vert: 1=-270, 3=-258, 6=-270, 2=-258, 5=-258, 15=-321, 16=-258, 17=-258, 18=-258, 19=-258, 20=-258, 21=-321 �j �,(v �� 4 1 11 Job Truss Truss Type City Ply Avalon -Mediterranean- FGB Roof Special Girder 1 2 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. Fri 24 08.33:08 Page: i ID:25Ysg44?kmm i2g5MnorlCoyODrx-SOvONerWS2AMgL7GDVVRhheKM2a4SixnT?Db[DmzNa3v 3-8-0 3x5= 1 7 3-2-8 8 2 0-5-8 3-8-0 2x6u i 290 Scale=1:35.3 ! Plate Offsets (X, Y): [1:0-2-4,0-1-8],[3:0-24,0-1-8] . Loading (psf) Spacing 2-0-0 CS' DEFL in "oc' Vdefi L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.00 3-4 >999 240 MT20 244/190 TCDL _ 15.0 Lumber DOL 1.25 BC 0A5 Vert(CT) 0.00 34 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) 0.00 6 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 56lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2 *Except* W22x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5=879/0-5-8, (min. 0-1-8), 6=89610-5-8, (min. 0-1-8) Max Uplift 5=4B2 (LC 4), 6=-336 (LC 4) FORCES (to) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 4-5=-879/482, 14=-846/498, 1-7=-268/100, 7-8=-268/100, 2-8=-268/100, 3-6=-896/336, 2-3=-882/359 NOTES 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 now, at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 now at 0-9-0 cc. Web connected as follows: 2x4 -1 now at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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 4) 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. 5) Pnovice adequate drainage to prevent water ponding. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 8) Bearing at joint(s) 5, 6 considers parallel to grain value using ANSI/TP1 1 angle to grain formula. Building designer should verity capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 482lb uplift at joint 5 and 3361b uplift at joint 6. 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 274 lb down and 276lb up at 0-2-1 2, and 323 Iy �fp prp 142lb up at 0-9-13, and 899 lb down and 3731b up at 2-8-12 on top chord. The design/selection of such connection device(s) is the responsibility of oth\r\s\'� 11 I I I f 1 LOAD CASE(S) Standard \\ � M - 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 \\\ \Q` ---` Uniform Loads (Ib/ft) `�\ �� �\GENSF�� Vert: 1-2=a0, 34=-20 / PE 7�051 Concentrated Loads (lb) t Vert: 1=-274, 7=-323, 8=-888 26 5 Job Truss Truss Type Qty Ply Avalon -Mediterranean- FGC Roof Special Girder 1 2 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Scale = 1:41.5 Plate Offsets (X, Y): [1:0-2-4,0-1-8],[3:0-2-4,0-1-8] Run! 8.31 S Aug 132019 Print: 8.3105 Aug 132019 MiTek Industries, Inc. Fri Apr 2408:33:08 Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODr SOvONerWSZAMgL7GDWRhheKM2a3XNET?DbIDmzNa3v 3z5= 1 7 3-2-8 2x6n 8 2 0.5.8 3.8.0 0-5-6 1 0-51 2-9-0 Loading - (psf) Spacing 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.15 6 n/a n/a BCDL 10.0 Code FBC2017rFP12014 Matnz-MS Weight: 651b FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2 *Except* W2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 5=879/0-5-8, (min. 0-1-8), 6=896/D-5-8, (min. 0-1-8) Max Horiz 5=29B (LC 7) Max Uplift 5=-551 (LC 4). 6=-440(LC 5) Max Grev 5=879 (LC 1), 6=920 (LC 25) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 4-5=-879/551, 1-4=-846/560, 1-7=-561/559, 7-8=-561/559, 2-8=-561/559, 3-6=-920/440, 2-3=-882/379 BOT CHORD 34=-980/906 WEBS 1.3=-285/305 NOTES 1) 2-ply truss to be connected together with 10d (0.131"0") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 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) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (none[ to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSIITPI 1. 5) Provide adequate drainage to prevent water ponding. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 8) Bearing at joint(s) 5, 6 considers parallel to grain value using ANSI/FP11 angle to grain formula. Building designer should verify capaci[y�o(vbAaa 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 551 lb uplift at Joint 5 and 4401b uplift at joiry \r �Cq'T� 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 274 to down and 277lb up at 0-2- 2k1bG9 S� 0-9-13, and 888lb down and 391 lb up at 2-8-12 on top chord. The design/selection of such connection device(s) is the responsiblQ-of o M. x 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, 34=-20 Concentrated Loads (Ib) Vert: 1=-274, 7=-323, 8=-888 ma 2o%a �i �14oRIDP�=��� �7 0 I11NA11�OG\\\`\ 5/ Job Truss Truss Type Qty Ply Avalon -Mediterranean- or H1 Common 2 I 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 nun:e.oisnug lazmarnm:a.amanugmmnrviueemuusmes,nm. r.,..c.�e.w.ve ID:25Ys9447kmmi2g5Mnor[CoyODm-SNONerWSZAMgL7GDVJRhheKJAajV f1DblDmzNa3v 42.0 8 4-0 I I I az-o 4z-o � 12 6 r 7 m m v o q W N 6 3x4n 42-0 4x4= 18u 5 1x4u 3x4n 84-0 I 4-2-0I 2-0 42-0 Scale = 1:37.4 Plate Offsets (X, Y): [4:0-2-0,0-0-4], [6:0.2-0,0.0-121 Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) I/detl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip p DOL 1.25 TC Vert(LL) -0.07 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.17 5 >582 180 I BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 1 0.00 4 We nla BCDL 10.0 Code FBC2017/TPI2014 Matriz-MR Weight: 39 lb FT=20%, LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS (Ib/size) 4=362/ Mechanical, (min. 0-1-8), 6=362/ Mechanical, (min. 0-1-8) Max Hodz 6=40 (LC 5) Max Uplift 4=-86 (LC 9), 6=-86 (LC 8) Structural wood sheathing directly applied or 0-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=16ft; Cat. 11; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 6 and 86 Ito uplift at joint 4. LOAD CASE(S) Standard ENS 1 PE 7 051 o t` STA y �� c `-40RIDPPi��G�� Job Truss Truss Type Oty Ply Avalon -Mediterranean- H2 Common 1 1 I Job Reference (optional) Southern Truss, FL Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MiTek Industnes, Inc. Fri Apr 24 08:33:08 Page: 1 ID:25Ys944?kmml2g5MnortCOyODm.SOvONerWSZAMgL7GD W RhheKJBa jixUT?DblDmzNa3v 42.0 B-4-0 I I 4-2-0 I 42-0 12 6 r 1 m m o v N 6 3x4u 4-2-0 4x4= 2 r8n 5 1x4n 3x4n 8 4-0 I 4.2-0 42-0 Srala = 1:37.4 Plate Offsets (X, Y): [4:0-2-0,0-0.4], [6:0-2-0,0-0-12] Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roo() 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.07 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.26 SC 0.42 Vert(CT) -0.17 5 >581 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) I 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 M; Weight: 39 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS (lb/size) 4=362/ Mechanical, (min. 0-1-8). 6=3621 Mechanical, (min. 0-1-8) Max Horiz 6=40 (LC 5) Max Uplift 4=-86 (LC 9), 6=-86 (LC 8) Structural wood sheathing directly applied or 6-0-0 oc puri ns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less exceptwhen shown. 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) 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 86lb uplift atjoint 6 and 861b uplift atjoint 4. LOAD CASE(S) Standard i i / PE 7�051 (I I r1 0 t� STA � r-[o 26 Job Truss Truss Type Oty Ply Avalon -Mediterranean- ar H3 Hip Girder 1 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL., 34951 Run: 8.31 S Aug 132019 Print: 8.310 S Aug 132019 MiTek In&stries, Inc. Fri Apr 2408:33:09 Page: 1 I1):25Ys9447kmmi2g5MnorlCoyODrx CTmb s9DtIDIViSnEz DstXq_PLRNBdEtKImCzNa3u 0-1-12 &3.15 B-4-0 -2-0-0 3-0-1 &24 104-0 . •' 2-10-5 2-10.5 0-1-12 2-3-14 0-1-12 12 4x4= 4x4- 6 r 3 13 4 2x4u 3x4&5.11 3x4= 2x4,. 2-10.5 B-4-0 2-10-5 2-10.5 Scale =1:40.7 i 2-7-6 Plate Offsets (X, Y): [3:0-2-0,0-1-12], [4:0-2-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in Vol "de' Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.01 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MS Weight: 63lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 7=459/ Mechanical, (min. 0-1-8), 10=459/ Mechanical, (min. 0-1-8) Max Hartz 10=-51 (LC 6) Max Uplift 7=-194 (LC 9), 10=-194 (LC 8) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-436/201, 5-7=-436/201 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=5.0psf; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194lb uplift at joint 10 and 194 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down and 130lb up at 3-0-1, and 86 lb down and 91 lb up at 4-2-0, and 126 Ito down and 130lb up at 5-3-15 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 4-5=-70, 5-6=-70, 7-10=-20 Concentrated Vert:38)(3(F), 4=38 (F), 13=38 (F) \�\\\\\P�• ��t_B�Fd/�/// \GENS�%L\����i l � PE 7051 — f x u s LONA I,��G\'\\\\ L� Job Truss Truss Type Oty Ply Avalon -Mediterranean- gr H4 Hip Girder 1 1 Job Reverence (optional) Southern Truss, Ft Pierre, FL., 34951 Scale = 1:40.7 Run,8.31 S Aug 132019 Print 8.310 S Aug 132019 MRek Industries, Inc. Fri Apr 2408:33:09 Page:i ID:25Ys9447kmmi2g5MnorlCoyOOmx CTmb s9DtIDNiSnEmDstXgpLRNBdEtKImCzNaSu 0.1-12 5-3-15 B-4-0 -2-0.0 340-1 B-2-4 t04-0 " 2-10-5 2-10-5 0.1-12 2-3-14 0-1.12 NOP2X STP 12 50= 5x4= 6 , 2x4u 3x4es_11 3x4= 2x4it 2-10-5 NOP2X STP B-4-0 I I I I 2-10-5 2-10-5 2-7-6 Plate Offsets(X, V):[11:0-2-3;0-0-8],[13:0-2-3,0-0-8] , Loading (psf) Spacing 2-0-0 CSI Dr in floc) Well Ud PLATES GRIP TOLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.01 9-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 9-10 >999 180 BCLL 0.0 Rep Stress Inv NO WB 0.06 Hom(CT) 0.00 7 nia n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 69lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purtins, BOTCHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS (lb/size) 7=459/0-B-0, (min. 0-1-8), 10=459/0-8-0, (min. 0-1-B) Max Hodz 10=-51 (LC 6) Max Uplift 7=-194 (LC 9), 10=-194 (LC 8) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-436/201. 5-7=-436/201 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. ll; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 10 and 194 It, uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)126 Ib down and 130 lb up at 3-0-1, and 86 lb down and 91 lb up at 4-2-0. and 126 lb down and 130 lb up at 5-3-15 on lop chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(5) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 4-5=-70, 5-6=-70, 7-10=-20 Concentrated Loads Vert 3=3) 8(F), 4=38 (F), 17=38 (F) \\\\PN.=B�E�t \\�� r�\GEN&F�L�TC��� PE�P051 t � x % (, 20 %27� °�`ORIGP a� \., ////jss�°NAi,�NG\��\\ [1 Job I Truss Truss Type City Ply Avalon -Mediterranean- or H4G Half Hip Girder 1 1 Job Reference (optional) Southem Truss, FL Pierce, FL., 34951 Run:8.31 S Aug 132019Prin[8.310 S Aug 132019MiTek Industries, Inc. Fri Apr 2408:33:09 Page:1 ID:25Ys944?kmmi2g5MnorlCoyODm-wCTmb_s9DtIDNiSnEmDstVi KaRN7dEtKlmczNa3o 4-2-8 3-3-3 4.9-0 3-3-3 0 6- 0.11-5 12 NOP2X STIR It n N N Q _ T 3xfi= 4-6-5 3x4= Y r 4.9-0 3x4= Scale = 1:36.5 0-2-11 Plate Offsets (X, Y): [1:Edge,0-0-9],[3:0-2-0,0-2-8] Loading (psf) Spacing 2-0-0 Cal DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 T.0 0.57 Vert(LL) 0.05 6-9 >999 240 MT20 244/19D TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.12 6-9 >462 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 19 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS (lb/size) 1=412/0-8-0, (min. 0-1-8), 4=95/ Mechanical, (min. 0-1-8), BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6=769/ Mechanical, (min. 0-1-8) Max Hodz 1=106 (LC 8) Max Uplift 1=-100 (LC 8). 4=-97 (LC 6). 6=-265 (LC 8) Max Grav 1=412 (LC 1). 4=140 (LC 32), 6=769 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-380/87 WEBS 2-6=-336/222 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gnp DOL=1.60 3) This truss is not designed to support a ceiling and Is not intended for use where aesthetics are a consideration. 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 1, 97lb uplift at joint 4 and 265 lb uplift at joint 6. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 146 lb down and 98 lb up at 4-8-4, and 81 lbdd WWrrI� arm� 66$F b up at 4-2-8 on top chord, and 342 lb down and 106 Ib up at 2-4-12, and 159 lb down and 8 lb up at 4-2-8, and 348 lb down and 100 Ib up at 4-4-12 on b�t(brk�hb�d.�TIM1�)g�3iggn/ 11) selection of such connection device(s) is the responsibility of others. In the LOAD CASE(S) loads to the face the truss \\\\ N ( 1. ,, section, applied of are noted as front (F) or back (B). LOAD CASE(S) Standard ��GENS�.`��/� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 \\\ fie', Uniform Loads (Ib/ft) Vert: 1-3=-70, 34=-70, 5-7=-20 PE 715O51 I 1 Concentrated Loads (I1b)1� x` x Vert: 3=-62 (B), 4=79 (B), 10=-342 (F), 11=-370 (F=-348, B=-22) STA y i�OT S/ONA i 1'- G\\\\\\ U Job Truss Truss Type Qty Ply Avalon -Mediterranean- J1 Jack -Open 20 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, Ina Fri Apr 24 08:33:09 Page: t ID:25Ys9447kmmi2g5MnorlCoyODmx CTmb_s9011DMSnFzwDstY%_PgROBdEtKImCzNa3u 1-0.0 .2-M 2-0-0 1-0.0 12 6 2 _ 1x4n 4 d r m 2x6= NOP2X STP 14).0 Scale=1:29.6 f H Plate Offsets K Y): [2:0-4-7,0-0-5], [5:0-2-3,0-0-8] Loading (psf) TCLL (root) 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 FBC2017rrPI2014 CSI T,C 0.33 BC 0.11 WB 0.00 Matrix -MP DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0,00 4-9 >999 240 0.00 4-9 >999 180 0.00 2 n1a nla PLATES GRIP MT20 2441190 Weight 10 lb FT= 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS (Iblsize) 2=340/0-8-0, (min. 0-1-8), 3=-42/ Mechanical, (min. 0-1-8), 4=-64/ Mechanical, (min. 0-1-8) Max Hod: 2=66 (LC 8) Max Uplift 2=-143 (LC 8), 3=-42 (LC 1), 4=-64 (LC 1) Max Grav 2=340 (LC 1), 3=33 (LC 4), 4=43 (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=S.Opsf h=1aft; 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 par 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 42lb uplift at joint 3, 143 lb uplift at joint 2 and 64 lb uplift at joint 4. LOAD CASE(S) Standard PE 7G051 for STAZZ -�--(, 2oF � ��S/oNAi,�NGa�\�� to 51 Job Truss Truss Type Qty Ply Avalon-MediFerranean- n� J2 Jack -Open B 1 Job Reference (optional) Soulhem Truss, Ft. Pierce, FL., U951 Run: 8.31 S Aug 132019 Print: 8.310 SAug 13 2019 Mnek Industries, Inc. Fri Apr 24 08:33:10 Page: 1 ID:25Ys9441kmmi2g5MncrlCoyODrx-0018oKtrL.AR4wfHfLxU9m30jFOkjArRmTX4slfzNa3t -2-0-0 2-0-0 2-0-0 2-0-0 12 6 2 ix4a e e 4 e e 2x6= NOP2X STP 2-0-0 Scale=1:28.6 f �� Plate Offsets (X, Y): [2:04-7,0-04], [5:0-2-3,0-0-B] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.03 4 >947 180 BCLL 0.0 Rep Stress Incr YES NB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP _ Weight: 131b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=30910.8.0, (min. 0-1-8), 3=15/ Mechanical, (min. 0-1-8) Max Horiz 2=91 (LC 8) Max Uplift 2=-113 (LC 8), 3=-8 (LC 8) Max Grav 2=309 (LC 1), 3=38 (LC 3) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-195/271 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=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 otherwiseindicated. 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 8 to uplift at joint 3 and 113 to uplift at joint 2. LOAD CASE(S) Standard PE UOO' XX1 x 1 I� STA 16 Po ;: .�<ORIDP NA i Job Truss Truss Type City Ply Avalon -Mediterranean- J3 I Jack -Open 14 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 132019 MiTek Industries, Ina Fri Apr 24 08.33:10 Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODm-O018oKtrLAR4wfHfLxU9m3QF01iArRmTX4sIhNa3t -2-0-0 3-0-0 I I z-ao a-o-o N NOP2X STP Scale=1:30.2 Plate Offsets (X, Y): [2:0-1-7,0-1-1], [5:0-2-3,0-0-81 12 6 3-0-0 Loading TOLL (root) TOOL BOLL BCDL (psf) 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI TC BC WB Matn'MP 0.33 0.07 0.00 DEFL Vert(LL) Vert(CT) Horz(CT) in (too) I/deft L/d 0.00 4-9 >999 240 -0.01 4-9 >999 180 0.00 2 n/a n/a PLATES GRIP MT20 2441190 Weight: 161b FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=328/0-8-0, (min. 0-1-8), 3=671 Mechanical, (min. 0-1-8), 4=151 Mechanical, (min. OA-S) Max Horiz 2=114 (LC 8) Max Uplift 2=-108 (LC 8), 3=-53 (LC 8) Max Grav 2=328 (LC 1), 3=67 (LC 1), 4=46 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-172/261 NOTES 1) Wind: ASCE 7-10; Vul1=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 fora 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 beadng plate capable of withstanding 53 lb uplift aljoint 3 and 1081b uplift at joint 2. LOAD CASE(S) Standard PE 7051 6' 10 NA i Job Truss Truss Type Oty Ply Avalon-Medfterranean- J3C Jack -Open 6 1 Job Reference (optional) Southern Truss, Ft. Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Print 8.310 S Aug 132019 MiTek Industries, Inc, Fri Apr 24 08:33.10 Page: 1 ID:2SYs9447kmmi2g5MnorlCoyODm-OD18oKtrLAR4wfHfLxU9m30juOh3AmmTX4slfzNa3t 1-0.0 -2-0-0 3-D-0 I 2-0� 2�0-0 --] 1.0.0 12 6 r- 4 glx4a 1x4u 2 2x4= NOP2X STP 1-0-0 1x4o 0-6-0 3.0.0 II I 0-jo 2 -0 oa-0 Scale =1:35.5 Plate Offsets (X, Y): [2:0-3-7,0-0-5],17:0-2-3,0-0-8] Loading (psf) Spacing 2.1-0 CSI DEFL in (too) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.01 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL I 1.25 BC 0.36 Vert(CT) 0.01 5-6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.05 Horz(CT) -0.03 4 nla n/a BCDL 10.0 Code FBC2017/TPI2014 Malriz-MP Weight: 16 lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS Qb/size) 4=-19/ Mechanical, (min. 0-1-8), 5=3/ Mechanical, (min. 0-1-8), 6=49710-8-0.(min. 0-1-8) Max Horiz 6=114 (LC 8) Max Uplift 4=-19 (LC 8). 5=-101 (LC 13), 6=-164 (LC 8) Max Grav 4=22 (LC 4), 5=61 (LC 17), 6=497 (LC 1) FORCES Qb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-163/310 WEBS 3-6=-2851142 BRACING TOP CHORD Structural wood sheathing directly applled or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.0psf; h=16ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed 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 191b uplift atjoint 4, 101 lb uplift atjoint 5 and 164 lb uplift atjoint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 66 Ito up at 2-11-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads Qb/ft) Vat 1-4=-70, 5-9=20 Concentrated Loads (lb) Vert: 5=-66 (F) PE �_G051 � _ r 1 O STA �iOT��'�'e� �S/ o NAi,�NG\\��\ �� Job Truss Truss Type City Ply Avalon -Mediterranean- J4 Jack -Open 1 1 Job Reference (optional) Southern Truss, Ft Pierce, FL, 34951 Kun:e.a1 s mug i s zeta rnno o.a i u o mug in m m ini iun IFmUbU1—,,,,�. r,,.y,•. •.. •.ems. ID:25Ys944?kmmi2g5MnorlCoyODm-00180Ktn_AR4wfllfLxU9m3DjFOjKArRmTX4sIhNa3t -2-0-0 4-9-0 2-0-0 1 2x4= NOP2X STP 4-9-0 12 6 Scale=1:32.9 f Plate Offsets (X, Y): [2:0v3-7,0-0-5], [5:0-2-3,OA-8] 3 Loading (psf) Spacing 2-0-0 CS' DEFL in floc) Well L/d PLATES GRIP TCLL (coop 20.0 Plate Grip DOL. 1.25 TC 0.33 Ven(LL) 0.02 4-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.04 4-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB, 0.00 Horz(CT) 0.00 2 n/a rda BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 21 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP N0.2 TOP CHORD BOTCHORD 2x4 SP No.2 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=387/0-8-0, (min. 0-1-8), 3=131/ Mechanical, (min. 0-1-8). 4=481 Mechanical, (min. 0-1-8) Max Hodz 2=158 (LC 8) Max Uplift 2=-114 (LC 8), 3=-96 (LC 8) Max Grav 2=367 (LC 1), 3=131 (LC 1), 4=85 (LC 3) Structural wood sheathing directly applied or4-9-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-240/299 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.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 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 hearing plate capable of withstanding 96 lb uplift at joint 3 and 1141b uplift at joint 2. LOAD CASE(S) Standard PE 051 _ t STA 40R[DP S/oNAi,\\,G\\\�\ Job Truss Truss Type Qty Ply Avalon -Mediterranean- J4G Jack -Open Girder 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Run:8.31 S Aug 132019 Pdnt 8.310 S Aug 132019 Mnek Industries, Inc. Fri Apr 2408:33:10 Page:1 ID:25Ys944?kmmi2g5MnorlCoyODrx-OD18cKtn_AR4wfHflxU9m30g WOfaArRmTX4slfzNa3t 4.9-0 12 NOP2.X STP 3x4= 4-9-0 Scale =1:30.3 f Plate Offsets (X, Y): [1:Edge,0-0-13] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.08 3-6 >744 240 MT20 2441190 TCDL 15.0 Lumber DOL I 1.25 BC 0.46 Vert(CT) -0.14 3-6 >404 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 1 0.02 1 rda n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 15lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2X4 SP M 31 REACTIONS (lb/size) 1=378/0-M, (min. 0-1-8), 2=170/ Mechanical, (min. 0-1-8), 3=565/ Mechanical, (min. 0-1-8) Max Horiz 1=117 (LC 8) Max Uplift 1=-84 (LC B), 2=-110 (LC 8), 3=-137 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less exceptwhen shown. BRACING TOP CHORD Structural wood sheathing directly applied or 4.9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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 nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 841b uplift at joint 1, 110lb uplift at joint 2 and 137 lb uplift at joint 3. 7) Hanger(s) or other connection davice(s) shall be provided sufficient to support concentrated load(s) 342lb down and 106 lb up at 2-4-12, and 349 Ib down and 99 lb up at 4-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the 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 (Ib/ft) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 3=-349 (e), 7=-342 (B) \,Z��\\Q�-.P�\ nl tENB� 4Z / PE 7�051 � / t t f � o STA / eS'G ,i�'o\`�40RIUP%���� Job Truss Truss Type Oty Ply Avalon -Mediterranean- J5 Jack -Open 26 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Run: 8.31 S Aug 13 2019 Pdnt: 8.310 S Aug 132019 MTek Industries. Inc. Fri Apr 24 08:33:10 Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODn-001eoKln AR4w(HfI U9m30jAOIgArRmTX4s[frNa3l -2-0-0 5-0-0 2-0-0 1 5-0O 2x4= NOP2X STP Sao Scale =1:33.2 Plate Offsets (X, Y): [2:0-3-7,0-0-5], [5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 Cal DEFL in (loc) I/deli Ud PLATES GRIP TOLL (roof) 20.0 Plate Grip DOL 1.25 T,C 0.33 Vert(LL) 0.03 4-9 >999 240 MT20 244/190 TOOL 16.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 4-9 >999 180 BOLL 0.0 Rep Stress [nor YES Wi 0.00 Hore(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Mi 'MP Weight 221b FT= 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=39710-8-0, (min. 0-1.8), 3=140/ Mechanical, (min. 0-1-8), 4=52/ Mechanical, (min. 0-1-8) Max Hodz 2=165 (LC 8) Max Uplift 2=-115 (LC 8), 3=-102 (LC 8) Max Grav 2=397 (LC 1), 3=140 (LC 1), 4=90 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less exceptwhen shown. TOP CHORD 2-3=-252/306 BRACING TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind:ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed fora 10.0 psf bottom chord live 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 102lb uplift at joint 3 and 115lb uplift at joint 2. LOAD CASE(S) Standard -A-� _ / PE 70051 t = y� ti 1 � xZZ O t STA Job Truss Truss Type Qty Ply Avalon -Mediterranean- J5E Half Hip Supported 1 1 Job Reference (optional) Southern Tmss, Ft. Pierce, FL., 34951 Rur 8.31 3 Aug 132019 Print U.310 5Aug 132U19 MI IBK Inaustnes, Inc. Yrl Apr Z4 U9:33:1u Page: l ID:25Ys9447kmmI2g5MnorlCoy0Drx-0018oKtn_AR4wfFiflxU9m3QkLOlVArgmTX4slfzNa3t -2-0-0 11-0-8 5.0-0 2-0-0 40A 0-118 m Scale = 1:32 3x4= 12 6 F__ 1x4n 4 5 2x4i, W 6N 2x4= 1x411 2x411 5-0-0 Plate Offsets (X, Y): [4:0-2-0,0-2-8), [8:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Wall Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.32 Vert1 LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - nla 999 BCLL 0.0 Rep Stress Incr YES V B 0.04 Horz(CT) n/a - We n/a BCDL 10.0 Code FBC2017/TPI2014 MatrizS Weight: 27 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=322/5-0-0, (min. 0-1-8), 6=72/5-0-0, (min. 0-1-8), 7=187/5-0-0, (min, 0-1-8) Max Honz 2=145 (LC 8) Max Uplift 2=-90 (LC 8), 6=-35 (LC 4), 7=-86 (LC 8) Structural wood sheathing directly applied or 5-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7A 0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. ll; Exp C; Encl., GCpi=o.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(PI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35lb uplift at joint 6, 90 lb uplift at joint 2 and 86 lb uplift at joint 7. LOAD CASE(S) Standard PNtJil_IB//////i�i VcENSi,.`��%� ((rPEOU0, STA xx - G - 2cs 4�; Z i0<`4ORIDP�� ////j/7�ONAI- 0G\\�\\ I Job Truss Truss Type Qty Ply Avalon -Mediterranean- J5G Jack -Open Girder 2 1 Job Reference (optional) SouthernTess, Ft Pierce, FL, 34951 NOP2X STP scale =1:30.7 Plate Offsets (X, Y): ]1:Edge,0-1-5] 4c4- Run: 8.31 S Aug 132019 Print: 8.310 SAug 132019 MTek Industries, Inc. Fri Apr 2408:33:10 Page: 1 ID:25Ys944?kmmi2g5MnorlCoyODa-OD1BoKtn AR4v4HfLxU9m3=OdvkRmTX4s IBNa3t 5-04 5-0-0 12 Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) /dell Utl PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LQ 0.16 3-6 >366 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) I -0.25 3-6 >236 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.03 1 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight 16lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 REACTIONS (Ib/size) 1=593/0-B-0, (min. 0-1-8), 2=2031 Mechanical, (min. 0-1-B), 3=4321 Mechanical, (min. 0-1-8) Max Honz 1=124 (LC 8) Max Uplift 1=-254 (LC B), 2=-137 (LC 8), 3=-149 (LC B) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 1-2=-415/235 BOT CHORD 1-7=-267/165 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst, 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) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 lb uplift at joint 1, 137 lb uplift at joint 2 and 149lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided suffident to support concentrated load(s) 441 lb down and 305 lb up at 1-8-12, and 342lb down and 106 lb up at 3-8-12 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 (lb/ft) Vert: 1-2=-70, 3.4=-20 Concentrated Loads (lb) Vert: 7=M1, 8=-342 / PE 7 051 \ 1 � 1 STA x /////&S10NA i 1�;\G Job I Truss Truss Type Qty Ply Avalon -Mediterranean- J6E Half Hip Supported 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL.. 34951 N T 2 1 Run: 8.31 5 Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc Fri Apr 24 08:33:10 Pager 1 ID:25Ys9447kmmi2g5MnorlCoyODm-OOlSaKtn_AR4wrHfLxU9m30j101 ArymTX4slfzNa3t -2-0-0 4-0-8 2-0-0 1 408 5-6-14 1-6-6 3x4= 12 2x4n ix4o r 5 6 2x4= 1x4u 1x4n 2x41j 5 6-14 Scale = 1:32 f Plate offsets (X, Y): [5:0-2-0,0-2-8], [10:0-2-3,0-0-8) Loading (psf) Spacing 2-0-0 CS' I DE in "oc) /deft Ud PLATES GRIP TCLL roof) 20.0 Plate Grip DOL 1.25 TC 0.32 (L Vert LL) n/a n1a 999 MT20 244/190 TCDL 15.0 Lumber DOL I 1.25 BC 0.11 Vert(CT) n/a Na 999 I BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) 1 0.00 7 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Mat dzS Weight: 30 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS All bearings M-14 (to) - Max Hodz 2=145 (LC 8) Max Uplift All uplift 100 (Ib) or less at joint(s) 7, 8, 9 except 2=-105 (LC 4) Max Grav All reactions 250 (lb) or less atjoint(s) 7, 8, 9 except 2=317 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-6-14 oc purins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-seoond gust) Vasd=124mph; TCDL=5.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) 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 perANSIrrPI 1. 4) ' Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 9 except Ut=1b) 2=104. 8) Non Standard bearing condition. Review required. LOAD CASE(S) Standard \rENB 1, PE U051 r\ 1 l � X a t STATE 6� �i0�` Job Truss Truss Type Qty Ply Avalon -Mediterranean- J7 JACK -OPEN 10 1 Job Reference (optional) Soulhem Truss, FL Pierce, FL., 34951 Run:8.31 S Aug 132019 Print:8.310 S Aug 132019 MTek Industries, Inc. Fri Apr 2408:33.10 Page:1 ID:25Ys944?kmmi2g5Mnorl CoyODrx-0018oKtrLAR4wfHflxU8m30cAOezArRmTX4slfzNa3t -2-0-0 7-0-0 2-M I 7-0-0 2x8= NOP2X STP 7-0-0 Scale = 1:36.3 t Plate Offsets (X, Y): [2:0-5-7,0-0-2), [5:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.13 4-9 >650 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.24 4-9 >345 180 BCLL 0.0 Rep Stress Incr YES WB O.OD Horz(CT) 0.02 2 nta n/a BCDL 10.0 Code FBC2017RPI2014 Matrtx-MP Weight: 28 to FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS Qb/size) 2=478/0-e-0, (min. 0-1-8), 3=207/ Mechaniwl, (min. 0-1-8), 4=841 Mechanical, (min. 0-1-8) Max Hortz 2=215 (LC 8) Max Uplift 2=-128 (LC 8). 3=-149 (LC 8) Max Grav 2=478 (LC 1), 3=207 (LC 1). 4=131 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 Qb) or less except when shown. TOP CHORD 23=-373/384 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES 1) Wind:ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cal. 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 149 to uplift atjoint 3 and 1281b uplift aljoint 2. LOAD CASE(S) Standard , N I -IBA /E4,r��i \� , \GEN,3,,, i PE _@05 /r} x� O h STA �� 0'�` Job Truss Truss Type Qty Ply Avalon -Mediterranean- J42 JACK -OPEN 1 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Rum 8.31 S Aug 13 2019 Print: 8.310 S Aug 13 2019 MiTek Industries, Inc. Fd Apr 24 08:33:10 Page: 1 ID:25Ys9447kmmi2g5MnorlCoyODrx-0018aKtn_AR4wfHfLxU9m3OjFOkFArRmTX4slf2Na3t -2-00 4.2.8 I I 2-0-0 4-2-8 1 2x4= NOP2X STP 4-2.8 Scale = 1:32 € Plate Offsets (X, Y): [2:03-7,0-0-5], [5:0-2-3,0-0-8] 12 F- Loading (psf) Spacing 2-0-0 CSI DEFL in "oc) L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.26 TO 0.33 Vert(LL) -0.01 4-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.03 4-9 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) 1 0.00 3 Na n1a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Weight: 20lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS Qblsize) 2=36710-8-0, (min. 0-1-8), 3=1121 Mechanical, (min. 0-1-8), 4=391 Mechanical, (min. 0-1-8) Max Hodz 2=145 (LC B) Max Uplift 2=-111 (LC 8), 3=-83 (LC 8) Max Grav 2=367 (LC 1). 3=112 (LC 1), 4=73 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=-216/285 Structural wood sheathing directly applied or 4-2.8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psY BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed fora 10.0 psf bottom chord live 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 83lb uplift at joint 3 and 111 lb uplift atjoint 2. LOAD CASE(S) Standard cot%P\'\CJE B t I PE 7 051 t � STA y�� GORIDP Job Truss Truss Type Oty Ply Avalon -Mediterranean- MV2 VALLEY 2 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 Run: 8.318 Aug 13 2019 Print 8.310 S Aug 13 2019 MiTek Industries, Inc Fri Apr 24 08:33:10 Page: 1 ID:25Ys9447kmmi2g5MnodCoyODm-OOl8oKtn AR4wfH1LxU9m30oTOmEArRm7X4slfzNa31 2-0-0 6 g 24 -0 Scale =1:24.5 t fL? 2x4o Loading (psf) Spacing 2-0-0 CSI DEFL in "oc)I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(FL) n/a - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hodz(TL) 0.00 2 Na Na BCDL 10.0 Code FBC2017rTP12014 Matriz-P Weight: 5lb FT=20% LUMBER TOP CHORD 2x4 SP No,3 BOTCHORD 2x4 SP No.3 REACTIONS (Ib/size) 1=62/2-0-0, (min. 0-1-8), 2=48/2-0-0, (min. 0-1-8), 3=14/2-0-0, (min. 0-1-8) Max Hodz 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. 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. 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 nonconcurrentwilh any other live loads. 4) Bearing at joint(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 12lb uplift at joint 1 and 36 lb uplift at joint 2. LOAD CASE($) Standard PE7_0051 �1 I i -O t` ST26 A y \ 70NA Job Truss Truss Type Oty Ply Avalon -Mediterranean- MV4 VALLEY 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, Ina Fn Apr 24 08:33:11 Page: 1 ID:25Ys944?kmmi2g5MnorlCoyODax baW'guPIU2zXpsme?OJHyg5o5PvlhwhBpPg5zNa3s -2-0-0 241-0 2-0-0 2-0-0 12 6 2x4n 3 4 2x4n 2x4n 2-0-0 Style =1:28.6 i Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell Ltd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a - n/a 999 MT20 244/19D TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) rda - n/a Na BCDL 10.0 Code FBC20171TPI2014 Mat dz-R Weight 13 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2z4 SP No.3 BOT CHORD REACTIONS (lb/size) 4=-23/2-0-0, (min. 0-1.8), 5=332/2-0-0, (min. 0-1-8) Max Honz 5=87 (LC 8) Max Uplift 4=-23 (LC 1). 5=-101 (LC 8) Max Grav 4=33 (LC 4), 5=332 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD . 2-5=-290/116 Structural wood sheathing directly applied or2-0-0 oc pudins, except end verticals. Rigid ceiling directly applied orb-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-sewnd gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf; h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 5 and 23 lb uplift at joint 4. 4) Non Standard bearing condition. Review required. LOAD CASE(S) Standard _ PE 7U051 `1 STA 7 4; � %moo `. T .�4OR19P�� Job Truss Truss Type QTy Ply Avalon-Medfterranean- or MV6 Valley 1 1 Job Reference (optional) southern Truss, Ft. Pierce, FL, 34951 Run: 6.31 S Aug 132019 Print: 8.310 S Aug 132019 MTek Industries, Inc. Fri Apr 2408:3311/ Pegs: 1 ID:25Ys9447kmmi2g5MnorlCoyODrx-sbaNRguPIUZxXpswe7OJHyg5o56vlhwh9pPg5zNa3s -24W 2-0-0 14 2-0-0 1 2-0-0 12 6 r 2x4u 2x4u 2x4u 2-0-0 Scale=1:30.6 1 Plate Offsets (X, Y): [6:0-2-3,0-0-8] Loading (psf) Spacing 2-0-0 CS' DEFL in "oc) I/detl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip p DOL 1.25 TC Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL I 1.25 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WS 0.00 Ho=(CT) 1 n/a - n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 181b FT=20% LUMBER BRACING TOP CHORD 2x4 Sic No.3 t TOP CHORD BOT CHORD 2x4 Sic No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SIR No.3 REACTIONS (Ib/size) 4=-23/2-0-0, (min. 0-1-8), 5=33212-0-0, (min. 0-1-8) Max Hor z 5=87 (LC 8) Max Uplift 4=-67 (LC 8), 5=-58 (LC 4) Max Grav 4=17 (LC 3), 5=332 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-300/97 Structural wood sheathing directly applied or 2-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES 11 Wnd: 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 b uplift at Joint 5 and 671b uplift at joint 4. LOAD CASE(S) Standard \M / PE 7051 1 t x I� STA � -1, 26 %<v�� ,5 ZZ O/ ORIO P: ��\�� SS�4 ONAI \\\\\\ / Job Truss Truss Type Oty Ply Avalon -Mediterranean- V1 Valley 1 1 Job Reference (optional) Scuthem Truss, Ft Pierce, FL, 34951 Scale = 1:24.5 Run:8.31 S Aug 132019 Print 8.310 S Aug 132019 MTek Industries, Inc. Fri Apr 2408:33:11 Page:1 ID:25Ys944?kmmi2g5MnorlCoyODa-sbaWlguPNZxXpswe?OJHyzDo4TvlhwhBpPg5zl4a3s 2-0.0 4.0-0 Y r�F€�ri 12 6 3x4= 2 IIB1 o 2M4 2x4r 4-0.0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - rda 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hodz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: ll to FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=124/4-0-0, (min. 0-1-8), 3=12414-0-0, (min. 0-1-8) Max Horiz 1=14 (LC 7) Max Uplift 1=-34 (LC 8), 3=-34 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 11 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) Gable requires continuous bottom chord bearing. 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 34lb uplift at joint 1 and 34 to uplift at joint 3. LOAD CASE(S) Standard PE 7$051 �1 _ STATE 6r y t- s oNA I