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HomeMy WebLinkAboutTRUSS 5-17-18�rnAi�ic�n '4999fthhh'�'�� QQ6'lPpar" SOUTHERN TRUSS~- - S®UTHERN RANDY@SOUTHERNTRUSS.CONI`; ,= ; T R U S S 2590 N. KINGS HIGHWAY /!FORT PIERCE, .FL-=.`34951 C ®M PAI�J 1 ES (800) d32-0509 / (772) 464-4160 M 772) 318 00.16Fax:- ' r Project Name and Address: J — Occupancy, ; , _ :Single -Family = Lot: Block: : County: SAINT LUCIE � � :: ;Multi-F,aniil),_ Truss Company: Southern Truss Companies, _ Inc. Commerclal F Truss Engineering Program: Simpson Component Solutions Plates By: Simpson Strong -Tic Contractor / Builder: LARRY PREVO r _ {" Model: GUEST HOUSE :. Elevation: Options: STATEMENT: I certify that the engineering for the t-usses listed on the attached index sheet have been designed and checked for'cotnpliance Cede The truss has been designed to adequate resitance to wind load and forces as required by with Florida Building FBC2017. the following provision: system provide ROOF � �~ l ` •FLOOR:. Top chord live load: 20 P.S.F. t :: ' Top; chord live`load: =,- P.S.F. Design criteria: ASCE 7-10: 160 MPH Top chord dead load: 10 P.S.F. Top choid'deadIoa`d:'"=="--P.S.F. Engineer: Brian M. Bleakly Bottom chord live load: 10* P.S.F. Bottom chord live load: -- P.S.F. Address: 2590 N. Kings Highway Bottom chord dead load: 5 P.S.F. Bottom chord dead load: -- P.SF- Fork Pierce, FL. 34951 Duration factor: 1.25 Duration factor: -- Mean height: 13' Exposure: C ' 10.0,'P.S.F. bottom chord live load nonconcurrent with any other live loads. I This is an index sheet submitted in accordance with the Department of Professional Engineering. Tallahassee, FL. Engineering sheets are photocopies of the original design and approved by me. No:' Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 A 21 41 61 81 96 2 Al 22 42 62 82 97 3 B 23 43 63 83 98 4 1 SGEA 24 44 64 84 1 99 5 SGEAl 25 45 65 85 100 6 SGEB 26 46 66 86 101 7 27 47 67 87 102 8 28 48 68 88 103 9 29 49 69 89 104 10 30 50 70 90 105 11 31 51 71 91 106 12 32 52 72 92 107 13 33 53 73 93 108 14 34 54 74 94 109 15 35' 55 75 95 110 16 36 56 76 17 37 57 77 18 38 58 78 19 39 59 79 - 20 40 1 60 80 _ As witness by my seal, I hearby certify that the above information is true and correct to the best of my knowledge and belief. e Name: Brian M. Bleakly Lic- #76051 r 1 r TYPICAL DETAIL C CORNER. - H I P NOTE: NDS=National Design Specifictions for Wood Construction_ 132.5# per Nail (D.O.L.Factor=1.00) nds toe nails only have 0.83 of lateral Resistance Value. _ . 12 -Q -0 t�(Z) HIP GIRDER 0 12 1.5 OVER OVER .� • 9-9-5 CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT QA UP TO 265# = 2-16d NAILS REQ'D. UP TO 394# = 3-16d NAILS REQ'D. i M U7 I� J1 A use 2-16d toe nail ; TC & BC. Typical jack 45" attachment J5 H7 (HIP r use 3-16d\ toe nail @ TC TYPICAL CORNER LAYOUT & 2-16d 9_I Typical Hip -jack' attachment CHORD HANGERS FASTEN EFR GIRDER JACK J1-J3 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - - - - - - 2-16d nails - - - - - J5 TO HIP JACK GIRDER TC - - - - - - - - 2-16d nails - - - - - BC ------- 2-16dnails - - - -- J7 TO HIP GIRDER TC - - - - - - - 3-16d nails - -- BC - - - - - - - 2-16d nails - - - - - HIP JACK GIRDER (CJ7) TO HIP GIRDER TC - - - - - 3-16d nails - - - - - BC - - - - - - - 2-16d nails I- - - - - MINIMUM GRADE OF LUMBER LOADING (PSF) STIR. INCR.: 00- T.C. 2x4 SYP #2 L 0 FBC2017 B.C. 2x4 SYP #2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24" O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, COMPANIES ( )Fort 0Pierce,09 FIL(7 )4 51 800 232-0509 772 464-4160 t,ttp://www.southarntnus.ram Fa x: (772) 318 —0016 Brian M. Bleakly Struct Eng #76051 2590 Nj Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL (9 CORNER. - HIP NOTE: NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (D.O.L.Factor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. 12 & OVER � �Q �� M0 -0 OV � A —7r— �Q n n u u u A 5-0-0 HIP GIRDER 1� 12 0 OVER ALLOWABLE REACTION PER JOINT QA UP TO 265# = 2-16d NAILS REVD. © UP TO 394# = 3-16d NAILS REVD. use 2-16d toe nail' TC & BC. Typical jack 45` attachment 7-0-14 CORNER JACK GIRDER J1 III 10�II H5 use 3-16d toe nail TYPICAL CORNER LAYOUT & 2-16d 1 Typical Hip —jack" attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — — J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — — TC - — — — — — — — 3-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — — HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — 3-16d nails BC _ _ _ — — — — 2-16d nails = — MINIMUM GRADE OF LUMBER LOADING (PSF) STR. INCR.: 25% FBC2017 T.C. 2x4 SYP #2 L D B.C. 2x4 SYP #2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24" O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, Fort , FL 3495 COMPANIES (800) 232 0i509 (772)464 14160 http://www.southomtruss.com Fax: (772) 318-0016 Rrion M. Bleakly Struct Eng #76051 2590 N! Kings Highway, Ft Pierce, FL 34951 772-464-4160 i L-� ■ Ep 73is nrndad & preC6fe fa �aJ7ansocl�als brraase of \� <J a�erfasfalfaffa� b) 6igber road; 4 faurffa�IIed� aracom6rrrrGaaaff5pseftorg �j �._..•= AUhangeminthissdeshavedouble shear natTng—an innovalion tfrat distributes the load through two ponds an each joist nail for greater stengtfr.This allows; forfewer ml-%faster inslallafion, and the use ofam common nailsforthesame connection - Double shear hangers range from the right raps* LUS hangers to the highest capadly HGUS hangers For medium toad miss appriraHors. the tiUS offers a rinser cast aft midive and easier ir>shallaflon than the HUS or WA hangers, winle providing gT-ter load mpaais* and bearing than the UJS. MATERIAL' See tables below and on page 133. FINISH: Salva t5j Some products mrAfable in stainless steal or 7�lIAY. ma5ng; see Carrosian id6nTM9a0. page 18-19. l,gnAU,OUN - Use all sperxriad fastmem See General Nub- Nails must be driven at an angle through the joist ortrum rib. the headerto achieve the fable loads- . Nut designed far welded or miler apprmfts OFUuRs. - WS and ML1S hangers ranmat be maOed. HUS hangers Vw1able wish the bmdertianges trmned in for 2-c (3'!.l and 4x onV. whit no load reduction. Sea HUSC Concealed Range rllust gon- - Concealed ijanges are notwolabie for HGM and HHUS_ . See Hanger Dptiorr_s, pages 200-20Z, iorsloped andfor skewed HHUS modeis. - p0iers!m available; consAyors Simpson Strong-Te represerMve_ CODS See page 20 for Code RefrserieE Key Cunt . . Addr9MdP►aduc[s flrrson page rrese PWdO& an mrmkbre KO Wabo be Me 6k me ff& apffuA d,. t.dr• strum-Tu fardefadt Y7r'7T+aENads=RraaPP ��fhecoaads1l 'd0 + f CoMertorsrrere Ser page Nam. Ofinesaims ia>deoerr dude,Hee! � �� pm�. 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T TN• T � T T T T T T T@'. LV T T T r OOOJJJ T T T• T T emto no U a ''� a O OQ O tD a O= .� N N Z_o j =pQ (� O N =�= U 2 o== N V 2 N O o o N a O a Cu G� `VY• r F* r W `�L c0 N '�i' •cry r d' N Grp a x to O Ir] l0 U) r.O l^J Il7 ld U) td• In U] �C C LLu77 to t td In N r,D d td Ml�} [A Id 1f7 U] �o C t1�r77 fo G c'Unn U) 2 t0 CJ U� to C� t5 N C] S r t7 >> C! U a`O t0 U] S TO 2 U S r m U CD 2 S U 2 Z Z_O S U= S La 5 S S S 2S s 2 ca S =� T2 = S C=.7 S S S S 7 2 SS S S f27 S 7y. SS S CEO "C l .a 2 CM CD S S 2 2 2 S 2 T 2 2 Z 2 S S S N y {r- r X \ r K O X X tti 1 K fir" ram. Y Y co n i� M .. ......... ...r..nn+ nitnnArrrnn winimit1D io IInnAA nAJAnlllRU3 Sam �mm t GRADE OF LUMBER pW VP #2 SPF #1/#2 or Wtur ORU4 sP #RN OR SPF �i1 O or baiter 2X �� 3 or botlor 28�F 8Yp � (").A$D MAY VC R)PPED FROM A sAe, 010HED OR o4UARb) VAH VALLEY 70 VW yUPPORYINO TRV rO YffiHl (2) 1 od Max (01100, R 410� N PHIC- NI EP POR Mo rhN RiIOHG ENOLvsw eull.vlNo, Rp 6�,1` • . E7{P. D, RG91v>:HvIn. WIHp Tv o4-9 PSF. IOMWoCRCA9 nleaulnEv arc4 Max `-' r1-1 QUl A°��. w1AQ 6'-0"Man Spaoing m,ul 20'-01' Max (.i*) ' SUPPDRTING TRUSSES AT 24" 0, 1JA1?CIM111q SPA01N0� Ereoppan >,r ndr ot91 I vdrln9� .�+ Pc+t'r I�lryerae p�vlslran rpvOfllD °PI A �+U,9 �+ �ForOt Pla OIv19Fl-� v"er' lolloru loT �1Y1(6�j+�i(1IX (eoa)zaz—b6ag (777d64—hIOD .7TNues on Fast 772B- nta xhtn nv hnrl/M 1a.vin,mwl,.em IP101111d of ,a t 0 1 U LE59 5 FOIFIFb DN ENOIHEEfl'S AFIJ.ED DEOION, APP31 Ip4 'T"—GRACE PDX Y>If�laY�lda ROR6 "IAT0°A00oDD9V, Ch(PAC � DAL VALLEY UPS OR T&>t r y" Mhxihlu)d VhLLGf WrITIOAI H61GHT MAY NOT EXOE: D "'-0"1 TOP OHORO or 'rnuAR OMA'IN VALLLV SVr MUST O6 ORAORO VITHI I+nnppp' II,Y AT(hOHCDI pATRb BHEhTHIHO APFUED PRIOR TO VAU.9Y TRUSS IIdllTATIDN Olt 00, UR AS 01f1¢RWISC SPEGI%P DR THDINRERS' jam oFSIO O+H OT VALLEY TRUSSER Una 1H IJ�U OF PURUN OPAOIHO AS BPECIFIEO DN ENOINEERs' SEALED .OF910H1 '�}I t111)FpS�NCATH RIt�YALCC( is MF� 1;'FI A 140 fYt� s UP OFo(H 70PPCHr1�RDRUeA (44) Wig �OEED 1,4I,V,OK OUIL'r is LONG A5 'n.IE VERTICAL HGIOHT DOES OOTTOM OHORD )AAY OF SURF OR FITOH&O Olrr AS SHOIYN. W01W fON 0UssT�•H op-rI0NAL HIP CND vL"FM L. JOINT DETAIL a r rr--i T " 1d I rDrlpan15MV Df InW dadVnorl P Qlo 1r vncVnpp INtstD vn vvuVvnvd lD u I...,.I.,n A h n1vav° rmulrod IQ PI Darn L TRAMINQL TO 1.1. 20 20 PSI ' TO DI. 00 DL 1O' 10 16 • 10 pi° Psr• so_ LL q0 OO I PSF TOTAL LOAQ 40 46 PSF CUVR(>xl rKAM 11,28 11,26 l n_MPH WIND SPEED 2 MEAN HEIGHT ENCLOSED I -1 •�5 E)<POSURE --r• ocsrc_� I r21 7xM1 L BMCElf I lU 290 BMW 2 204 BRACE'S Bracing Group 5pacles any ..... �...e. , (11 1x4 `L` BRAGE• t cx+. .. , .-..,,,,. A , Graf7D p I Gmuo A I Grotp_ 9 I Group n I vrvup_w I G �u 3TDAM;! AT ntMr nr VMTnM SOUTHERN TRUSS COMPANiES hllp,//.,..e.muthemhun.uvrn END. i iR iol5 B �N01/ /// / / / / / - 9117171 REFER TO CHART ABOVE FOR MAX GABLE VERTICAL IEN Fraction bracing is not the rusponblily of truss designer, pla7mMqulr.Bd nor truss fabricator, persons omling trusses are cs� 111 j dd lit professional advice regarding erection bracing which is always 9and domInIng during erection; and permanent bracing which m Fort PlerCe DivI lon apecillc applicatlons. Soo TGSI—B1 Summary sheel Commentary and recommen— Mauimun Total Load 60 f 5F 25g0 N. KI�gs HIghway, dagons for handilng, installing bracing metal plats connccled woad irussas position ition Fart Pierce, FL 34gs1 jry�� are to be erected and fsslened in foslened in a straight and to position SPACING AT 24" O.C. (Boo)232—a5o9 (772)464-416o where no shoaling is aPPpled dreclly to the top chords, they shall bo braced as Fax:(772)31B-0o16 ,,ached on the Muss daslgn. Trussas shag be handle ailh reasonable care during L-BRACE 17I=1 AIL Nailing Pattern - Note: L-Bracing to be used when continuous lateral bracing is impracticaL L brace. L-Brace size Nail Size . Nail Spacing _ cyst cover 9120d Df web iengili: 1x4or6 10d &-o_ - 2x4, 6, or 8 i 6d D-c- L-Brace S-¢e Note: Nail along entire length of L-Brace for One-PlyThms (On Two-Ply's Nail to Both Plies) " Spied Continuous Rows of Lateral Bracing Web Size 1 2 Has 2x3 or 2x4 7x4 2x6 1x6 SUy t� k DIRECT BSON NOT 4PLiCABLE. PM L• $race Size forTwo-Ply Tniss Specified Continuous , Rows of Lateral Bracing Web Size 1 2 or 2x4 PW 2x4 t.. 2x6 2x6 2xB 2)0 "* —DIRECT SuasTrR mONNOTAPUcimi: Web L-Brace must be same spedes grade (or better) as web member. I -BFIACE / (-BRACE OF1 AIL I Note. T Bracing! 1-Bra6ing to be used when continuous lateral bradng / i-Brake must cover 9V- o eb length. is impracflrai T Brace Now: This detail NOT to be used to cdit rE tT--Brae✓ / I -Brace Webs to continuous lateral braced webs. Marling Pattern _ Brace Size far One-PiyTruss T-Brace sme Nail Sv_e ' . Marl Spacing 1x4 or ix6 10d ' 8° o c Specified Continuous 2x4 or 2x6 or 2 S 16d, 8" o.c. Rows of feral Bracing Nail along entire length of•T.-Brace••/ I -Brame- Note: (On Tvro-P1ys.Nmj to Both Pries) .. PfWE e 1 x4 {� 1-Bracee 2x6 [-Brace 2x8 1-Brace Nans altemata position Brace Size for Twa+V Truss Specified Continuous Rows of Lateral Bracing SPACING Web 5¢e 1 2 :. 2x3 or 2x4 2r4 TBrace 2x4 I -Brace .� - •t 2x6 2r6 T-Brace 2x61-Brace WEB 2x8 2rB T-Brace 2xB I -Brace .. .A T-BRACE NM'is / Se�tiun Detail T-B race Web aliema� ppo lion Rats T Brace 1 I -Brace mustbe same spedes and grade (or better) as web member. (`) NOTE: if SP webs are used in the truss,lx4 or 1x6 SP braces must stress rated boards with design values that are equal to (or better) the truss web w� I-B race • design values. For SP truss lumber grades up to #Z wilh l X bracing material, use IND 45 for T-Brace/f-B For SP truss lumber grades up to #1 with 1X bracing material, use IND 55 for T-Bracell B Nark/ . SCAB-BRACE-Dt II AIL ST - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T-Brace) is impractical. Scab must caveriulI length of vieb +1- 6'. —THIS DETAIL ISNOTj PUCABLEVWHFNBRACINGIS REQUIREDAT-113•POINTS ORI43RACE IS SPEOFIED_` APPLY � SCAB TO ONE FACE OF WEB INffl Z ROVE IS OF 1 Dd (3" X D.131") NAILS SPACED B"O.C. - SCAB A9UST BE THE SAME GRADE, SIZE AND . SPECIES (OR BET -I -ER) AS THE WEB: MAXIMUM WEB AXIAL FORCE = 2501) Ibs MAXIMUM WEB LENGTH _' V 0" 2x4 MINIMUM WEB^SIZE- scAs BRACE MINNUM VV B GRADE OF M NaHs� � 5ec5on DefaH e— Scab -Brace Web Scab -Brace must be same species grade (or betir o as web member. Southern Truss Companies, Inc. Truss: A " '-"� �`" • N. ldn s Highway SOUTHERN g3/7/2018 3005 Pro2590 Date: N� 3.00.02 PM TRUSS Fort Pierce, F134951 Page: Iofl ComponentSolutiDQsTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Truss Velsion:2017.7 [Bald 14] Material Database version: 1566 Span Pitch Qty OHL OHR CANTL CANTR PLIES Spacing wGT/PLY 24-M 8 /12 13 2-M 2-M 0-0-0 0-0-0 1 24 in 110 ]bs 28-o-0 2-C-0 6-2-8 5.9-8 5-9-8 I 6-2-8 2-0-0 I I. ' I 6.2-8 I 12-0-0 17-8-8 24-0-0 4A - 3 12 81 12 18 5x4 / 5x41 4 ^ co� 7 5x8 - ^ 8 6 g 5x4 / W I 1x4 I 5x4I 1 T _J4 4L 0 12 12 Q-0-0 3.10-0 0-0-0 6-2-6 5-M 5-ae 6.2.8 s21 12oQ n-M 2400 Loading General CSI Summary Deflection L/ (roc) Allowed lad (160 Bidgcode: FBC 2017/ 7C: 064(1-2) Vat CF. 038in L/728 (6-7) L/180 ICLL: 20 TH1-2014 BC: 061(56) VdIL• Q16ia L/999 (6-7) L/240 7CDL: 10 Rep Mbr Increase: Yes NFb: 05103- H—CR 034fn 5 BCIS.: 0 D.O.I. 125% CrapFar>Q, Ka-10 BCDL: 5 Plme O&as(7nt:XY.Aed: (1:3-ZI.7,1&) (10122433.) (3:044-3.Q) (4:013,2-W.) (5:3-U-7,M) ((:043-11,90L) f/:D(L32Q) (8:043.149Q) Reaction Summary rr Type )kgCan)n 9xwdh Mmdd IWBmWdh M.Remx M.GeavlldiQ MatwndUplift MaxuoBQ M.Hai. 1 Pin(M) 1 6m ma Cae Mzanq 3.mm 991N - -516 its -525ls 1321. 5 HRon (Wdl) 1 Un Caaaae Masoery 30Dm 991ls - -526lb, -526Bs ON Material Summary Bracing Summary 7C SIP (ALSC6-2M Wad 7C Bracing; shemheaa PaBae m 3-54 PaEn dmigaby othem. IC SP(AISC6-2013)lf12x4 BCBtatdng Sbemheda Adw i7.74Patindmigby0thea. wbs SP (ALSC6.2012) N12x4 Loads Summary 1) his toss has been dmignd is the effects de to 10pf bmaaehadlive laedplus dad loads. 2)'his Lass has lead dsigael5xthe effeas dwiedlads in sae withASCE/- 10wiih the fbilowingwar defmdiapt 160mphdth— FgrsaeC,FdyBxked, C,alde,ft B 7dngCerpyn (I= 1.0% Ova ll Hdg Dim 21B x 400, h -12.67 $ Na Led Zme 7h s, Neither add webraaidaed DOL= 160, CC Zme RSdh 3 8. 3) Mmimm swW utie Irving is acmdanawith MC Md. I6UM has been apphad Member Forces Summary 75aeiadata:Maebam,=CSlmm admfi—,(—naap<.face ffdaamts—>, wdmft=) TC 9.1 ON 67Re 23 QS14 -I'mN 45 Q578 -2,Was 1-2 Q644-2386ns 3-4 Q512 A.Mlh; 5.10 094 6711s BC 56 Q605 1,99911s (-584Bs) 7.8 QSM Z0071bs (-5601t) 67 M 20R Ibs-588lb, 84 Q606 L999lbs -5571h WAS 28 QOQ MN 3-7 Q513 1,420I1a (-3831h) 46 Q062 15211s 2.7 Q425-6061bs 4-7 Q425 •645Rs III I/ //// Notes: \\��, ���P�y JA. BL� 1) his dmigt is basedm ASCE 7-10 asai lbythe2017flafda W(IngCok 2)Va1CRmdllaz CRaethevesdaalmdhad=tal A9I asdntobwladliz the aeTcoapment afMecdan de to dmdhed coapaedas Dek LL+TR-1)xDcODLin eaadnmmith At$1IIPIL � �\GENS'�. i Q9 3)Agz*cantml faaa,Cq`Q8Q has been apliidto the plate lateal mistance dmiipval—basdm an a2D% FabieatiMade. selmedbythe T=s Mmukhm pa `-\� ANSIRPI 1-200/Sa m210 ' 4) a0dmgDesigter shall ve fy sdfwcight sfthe Gass andaha dwillmdseaedals it act eced l3CDL5pf 5)Listdwmdgiitmctiam hsdm MR'FRS Onlylmdmg l s ` PE 7 051 i l 6) Plena lastedat 7C pitch heals meet theV=dyftesaa®m sueseQiteomtto=sfermdaiadd.*Wlw& eaass tbseidats. STA i -5- `�4_ORID_P: N���� sS7ONAL ��G /IIIIIM NOnCEAcapydthisdmipshallbe5mishdtotheesadmanwcw. ibedmi(pdthisindvkWtmsisbwedmdmigscmdnmdraiks is cspiidbythelbts Mmda=mmdre ies tpmtheamxacy Brian M. Bleakly andmFiamessdthe inf—Aaa sa(ath bythe Baldngl)esiga.A seal an this&—ingindcam aoapaace dptdessiaul enrjnemingrespaasi ilysolely fathe Ma ampmeatdmigah— Seethe ewer odthe'7sepatmtTnf®mim&Gmad Noes"pagfaed@fmdinfansdm AB emnmapima ehaQ b—.&atrdbySiam StrmgTteCa�y, Ineur acmd—ithESR-27M. Aa—anzr Strat FvgN7fiQSl I peg rte 10 asters thes 'fid mesimis Eftmed a"-18" which bdme anl8 Qa'SN18' whfh mdeme ■hi tmsim l8 29ANICings AwyRPfercgfl34951 Southern Truss Companies, Inc. Truss: Al SOUTHERN 2590 N. kings Highway ProjectNalDe: 3005 Date: 3/7/2018 3fl0fl2 PM -mass FortPiero, F134951 Page: I of ComponentSOhL6011STM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Truss Version:2017.7 [Budd 14] Material Database version: 1566 Span Pitch Qty OHL OHR CANT L CANT R PLMS Spacing WGT/PIY 24-M 8 /12 6 2-" 2-0-0 0-0-0 0-M 1 24 in 1181bs 284)-0 2-0.0 10- 3-1-6 3-1.6 14 4-0-0 8-0-0 10- tz-0-0 15-1f , 44 - 6 8 2 1.5x4- 1.5x4- 12 18 1x4 1 1x4 j 15 8 1x4 j 3x6 / 34% 9 n 1x4 % 1x4 / ob 0 g 5x4 - 5x4 - 1 1 T 14 ,3 12 1 30 - 3x6 HS 18 - 3x4 - 7 0 0-0 0.0-0 8-0-0 8-0-0 B-0-0 . 8-M 16-0-0 24-M Loading General CSI Summary Deflection L (loc) Allowed ]ad (pst) HdyCode: FBC 201V TC: 0.70(L4) Vd CF.,Win L/440 (0-M L/180 TCIL: 20 TPI I-2014 BC: 081(1b14) Ved I.L. 041m L/641 13 L/740 TCDL: 10 FepArlac—se: Ye RIb: 038(5-Li) H—CR 005io 11 BOIL: 0 DAL : DS % Cr pFaator, Ra= 20 BCDL: 5 ((3ILz30) (t8-Ml-l;Q) (8AZ549Q) Plte Offsets PatX,KAa81: laL117LUt 1 4$t xaS9n.41-191Q1-2a.43 (Ia4F3.31t Reaction Summary Tr Type a¢em. Bmwdh Mmeid nedBmWdb Maxlieaa M.G—Uplift Max WndUdifi Max Upllfi hfaxHaa I Pm(R6ll) 1 6. Cmafle Masonry 3.mm 4=na - fiaft -"IW 151 Is 11 HFall(1160) 1 6m Concrete NWoW 3.Wm 4W us - -aft -"N 0a Material Summary Bracing Summary TC SP(ALSC620M iR 2.4 smelt 7C Bra®g Sheathdorhdms d34q Palmdmigby0thee. 3.6 SP (AISC6.2013) SS 2x4 6.9 SP WSC62017) SS 24 BC SP(ALSC62013) 122s4 BC Bm®g SheathaderhAn d8.l4hfi dxigby0thm. RHs SP(AUMD14 tB 2r4 Loads Summary I) Ibis toss hasoa bdmigdfathe effmu deto 10psf (roam dtmdli,mimdpim dedloA. 2)histmshm bemdmigd fathe efface dwmdlcod: is aaradmco withA5CE1-]Owith she fdlasringmaddmdinpuc 110mFhdtimaSEV.—C,BnyE dead, GabidHiµ Ba7dngCoegtyll(I= Ln Osmll HdgDitm 2Q67 fi x26 % h -10fi, Na Tad Zme Thsc, Neishm mdw�b amsidsed DOL-160, CC Zme W58h 3 fi. 3) Mmimm clang amc Imdngm axxatimae with IBC MU.16W.1 has brm gelid 4)Attic 9--has ben d sigd for stwaM,Mb a 201sf fiaalisemd ■ Opdfiaa d.dlmd Member Forces Summary T1Bemdc=:M=bmM,maxcstm®raxidfar,(=coa>,tkmifdffimtfi==.alf=) 7C 16-1 Q666 671hs 56 Q491 1821is (-Sons) 1011 Q54 -1,861 He 1.2 n550-186111s 6-7 Q491 182ns (-511hs) 11.17 Q666 6/1h 24 -1,59111a 0382 007M3829-1 4.5 Q38E - 19411a 8-IO a7lII BC 11-12 n781 lis 502 ns 1114 QBD leans 21911s 141 0781 1,52711. 469 lla 1\11—DC�_ Vkbs 2-14 Q207 -436 ns 6.15 0005 is ns (-7 ft) 1042 Q207 436 ns ``s .115 Q3n 519 ns (-,Zl as) 1S2 QiR-L519lb; S15 03Tf -1519 Rs 6-12 nln s191h; (-1221h) \�.�`GENS��``./�i/ Notes: i 1) This design is losdm ASCE 7-10m rdemadbythe20l7171dda Ba7drgCode. 1 ' PE 7 051 A2) Vert CRmw dH=CR=thetiam l dho immtd drSeaims into Bselmdphs the amp cempmmt ofMadm detodmdlmd c=p#M w Dd lL+(Rar-1) xDd m DL amdaom with ANSVIPI L �- 3)Agniity conttd faaa,Cq-QSQ hu bees applidto the plaelataal mistmco dsig salve hsdm a 20% Fabisatim Tdermm zdeyedbytheTrss Mandnuosrpm 1 ,t 1 l ANSI/TPI 1-2031 Samm 1369 _ 1 ,/ 4)Ba7dmgllesigershaiQn wityselfwddit dthetrss mdahadadicod,nn ilia egad BCDLSps[ 111 S Onlylmdmg / \ TA / (r 5)Iisted-indop n�ms hsdoe MWFRS 6)Plaa 1-1at TC pith heals meet thepraa6 mmimm sitere¢ue®t to on tiodosiftoagoolmdaoossthme)®ts. % t 3'L2-�� >I At lent wewebdthis toes has bees dmimdwith a pond y®t in the weh An pend points on ssrh wels shall behamdlataaoypapmdaimtothe plmedthetmss. Imesed O \ A' ba �` •�40RID_r_� \ shaUbebuandwiibm6•deaahwebpmelp3int �sENG\���� S/ONAL NOIICEAapy dthis design shall befimishdmshe ereaim amaata. Thedesig dthis iadtidd toms 4ta5dmdsigtskin mdmQummts tntpdidbythe7tmc Mmdaave adtdies Res the aemsay andcom{]amas dthemfomrdno setfWh by the B78ngDesigetA seal anthis dawingindm rffiKox Lscce dpmfQd simmpa®grespmsiliirysolely for the truss a®pmmt dosigt shown. See the cote Brian Ni $belly SmCFvg#Ml prg mdthe "Toopman Infomatim g GmealNam" pig fir nd5ticod infam;aim. All —worplates cbao bemmdaaadby Siagam Samg7ie Csaopmy, lac in amadmm with FSR.276t. Aa sines. ' 259ON Rmgi Hwy FL Pleat PT 34951 are 20 mless the 'fid a sir u 5ioewd a "-1B' which mdrmm m 18 a'Sq 18' whir& mdiatm a hi tmsim IB e Southern Truss Companies, Inc. Truss: B Highway SOUTHER2590 N. ldn aY N � PmjectName: 3005 Date: 3/7/2018 30003PM TRUSS Fort Piece F134951 Page: 1 of 1 Component SolationsTM COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Tmss Version:2017.7 [Bwld 14] Material Database version: 1564 SpaD Pitch Qty OHL OHR CANT L CANT R PIIFS Spacing WGT/PIY 12-M 8 /12 3 2-M 2-0.0 0-0-0 04W 1 24 in 50Is 16-0-0 2.0.0 6.0-0 6-0-0 2.0-0 6-0-0 12-0-0 4x5 1 2 12, 6� 12 —Ill '4 P 4a5 4z5 - 1 - T 4 11t4 1 6 0-0-0 0-M 6-0-0 6-0-0 12-0-0 Loading General CSI Summary DeIIedion L/ (loc) Allowed I" (Isf) I t cade: FBC 2017/ 7C: Q60(36) vet C& Q07m L/499 (4-1) L/ISD - 7CIL: 20 TPI 1.2DI4 DC: Q33(4.1) Vm IL• (1OIm 1./499 (34) L/240 7CDL: 10 ByMbrfaaease: Y. Wh: 009" H—CR QOIm 3 BC1L: 0 DAL : 125% Qmp Fata,Kaz=20 BCDL: 5 Plate oMets0 tx"0: -2 2-70) glDQ4-3.9Q) CNA2.7Q) (4.K349Q) Reaction Summary IT 14m BaC®h0 BaWtth Maeial ltWBq;wdh MasItma MaG—UdiQ Min Wadydie Man Uplift M.Hmz 1 Pin(Vlhll) 1 Is in Co ace Masmty 3.OD in 540 ft --306I1s 3 HFA(MU) I 3.5 is Cannes. Masauy 3nD'm 540 ins - -30611s -30611s -61 lbs -3061ts Oils ]Material Summary Bracing Summary 7C SP (AISC&201.3) 122a4 7C ]im®g Shaatheda 11dms at 63-4 hslin dip by Othm. BC SP(ALSC6.21Lg tQ2*4 13C Hadng Shearhela Adina at 1004 Patin drip tyGthm. Vk s SP (AUC62012) fd 2.4 Loads Summary 1)Ibis mesh has mindaign lathe effects dem10tafka—bardliw Imdphedeadloads. mesa 2)Ibis shsmin desipedfathe effau ofwmdlaa& in armtenmtvhhASCE2- t0whh the fiBOmngtsadefinedmtaC 160mph,hi—E, C,FtByTadaede Ga'ddfBtt HBdngUegayll(I-Ln0 a➢l9ekDim 24Q a4DQ,h-1267 Q Net TvdZmeInns, Ntvber mdwebcatsidmai DOL= LBI, CC Zme WaAh 3& 3) Wmimm staa(p ■ttic Imdngm amdana, with IBC Tatle 1607.1 has bean alfied Member Forces Summary Tdlendats:Memlam,�csl natoaallaq(�tae�.f�ifd�antr��a>vl�) 7C Q604 671bs 2.3 0467 -569 Be I5-1 1-2 Q467-568Ib; 36 Q604 67Qa BC 3d Q328 453 Qs 4-1 M 409lbs --- 1Yis 12A Q093 204 Ra I Notes: 1) ibis desilp is lased-ASCE 7-10as ttfeamdb/the 2(117 Fl ides BuilBngCade 2)Ved CR®dH=CR=thesvfimlmdhtabniWMesimc dittohwlmdphsthea& apaanpmmtofdermmdnt0dmdlmd,cmiptelss DcBLL+(Ka-I):DcPDL.—daha 3) Agalitytmavl faaar,Cq- Q84 bz bean agliedto the plate Weal saistmm desigi aalmboulan a 20%Fabiamm'faleaam seleoedbythe7'aas Mamdemaapa \\ e+ f,'p ANSVIPI I-20W Seam 1.3,11 dmatadals des neweadBCDL5 list 4) Ba78agr1aipashaQ wady selfwdgit ofthe maandtsher that lmit vE'V\ 1 �� 5)lbtedwmdspi mcti=based-MWMOnlylmding 6)17ates lo=cd at7Cp;trL heals max the pmai¢iw minienan aimsagitementmmns6 WHadmddghnoraloadSamIsthaej®ts. \ 7 \ PE 7 051 1 CCC` i -O STA �i0ZORIDP� fVAL ENG /1111111/ NO77CE Amp/afthis chip shall be fianishadm the aeman®trzrta. 71he desigi ofthis mdtidel tans is besedm chip oit®s andmpieaamts etffliedbytheTnss Mmdamaa mlrelies tpa the e0caacy Brim Bleakly andampinmas afthe mftmabm set fmh bythe Belding DesipmA seat an thisdswingindata am4tapmofpdasimalmdnemingrmymiblrtysddyfathetms ampmmt dasip shaves. Se: the own Smargp76051 pap and the "Impataotlnli—hadan&Gmaal Nate"tnge fire Mahal inf-madan. All amaaaaplaa shall lemantdamaedby Siam Strang -lie Cavaany, Inc in acmdmanwith FSR-ZX2. All cnneda 2M N King, Hwy PL Pin—Fl are 20 unless the specified Tiate situ is 0-M by a "-Ill" which indicates as 18 a'S4 Is',whist iadaata a high tensien 18 mashe am. Southern Truss Companies, Inc. Truss: SGEA 2590 N. ldngs Highway RojectName: 3005 SOUTHERN Date. 3/7/2018 3o0,04 PM TRUSS Fort Pierce, F134951 Page: 1 of 1 Component SolutionsTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Truss Vecsion:2017.7 [Build 14] Material Database version: 1566 Span Pitch Qty OHL OHR CANT L CANT R PLMS Spacing WGT/P1Y 24-M 8 /12 1 2-0-0 2-M 0-0-0 0-M 1 24 in 131 lbs 28-0-0 2-0-0 6-2-8 '-9-8 5-9-8 6-2-8 1 2 1 6-2-8 12-0-0 17-9-8 24-0-0 4x4 - 3 12 ' 12 81 18 5x4 / 5x4 % r 4 7 5x8 - ' 8 g 50 / 1x4 i 6 1x4 i Sx4 1 T 14 4L 0 12 12 0-0-0 3.10-0 0.0-0 6-28 5.9-8 5-0-86 2 8 ' '21 i 12-M i 17-M Loading General CSI Summary Deflection IJ (Ioc) Allowed Lmd (PO Bldgcok: FBC 2017/ IC: Q66(1-2) Vat CF., 08 in L/728 (6-7) L/180 _. 7CIL: 20 7PI 1-2014 BC: Q61(56) Vm LI- 016in L/999 (6-7) L/240 7CDL: 10 Rep Mhrincease: Ya VA: Q5l(3.7) H—CIt Q34in 5 BCIL: 0 D.O.L: 125% CrvFacc, Ka=20 BCDL: 5 Plde Offsets (Jnc)I_xAog7. (1:3-21-7.18) "IZ2.8.33.) (3:0441Q) (4:M12433.) (5:3-2,1.7.18) (&0431I.9Q) (7,04}2Q) B:041110(l) Reaction Summary 3T Tvoe BrgC®bo &gwdh Material w1k9wdh MaxR®c Msse utdi9 Nf.%dudSQ MacuoliQ MasHodz I Pi. (wd l) 1 6m C— me Masamy 3.00m 991 Rs - -526 HE -5261ts 132 ls 5 HFd1(Wm R) I 6Cmeete Mas=y 3.00m 991Rs - -26 Rs -Msft ORs Material Summary Bracing Summary TC SP (ALSC&20D) la 2,4 TC B-bg th Sheaedo Ful - at 3-5{( Phslm dsi� by Othm. BC SP(AISC6-203) 922e4 BC Bacng ShemhadmR-K,am7-SQ Palia dsiga byOthea. wia SP (AISC62012) IB 20 Loads Summary I) This firs has been dmipi dirtheeffms dew lOpsfbmm rhadlive Imdpla dmdloa&. 2)7histressha hemdsiMedfortheefac dwmdlmdsina¢mbnmwhhASCE7-10withthe6ilasdngwe&finedinpa: 160mph Expm=C,Fdlyrmclae4 Gadeft A,1&,gCatemD (I- Ln 0-31 HekDims 24Q x400, h- M67k rmdZme7hss, Neithermdwebomsidaed DOL- 1-61), CC Zme R4dh 3 d 3) Mmi>mm stcar attic loadngm accadmm Mh IBC Mble l601.1 has been god Member Forces Summary Tatle indrmm: Mwber ID, =CS4—cialraee, (ma: mv{r. force fdffermt 6sm>ffic mdal fu¢) 7C 91 0%4 67IM 2.3 Q592 -L723 as 4-5 Q665 -2,M61bs 1-2 Q665-239616s 3j 0592 - 7D Re 5-10 Q584 6711s BC 56 Q606 1,9991bs (-58411s) 7-8 Q502 Z.007lhs (-594lbs) &7 0.5@ Z008lhs -5%Rs 8-1 Q606 L999lbs-58416s Vks 28 QQ2 14 Rs 3-7 an 4420Rs (42611s) 4-6 Q02 MRS L7 Q425 +iQS Rs 4-7 Q425 -6061hs Notts: 1) This deign is balm ASCH 7-10asrckremedbythe 2D17 Flmi& llildngCode \OW1�1111// \�\ �V1. 17); // 2)Vm CRmdH—CR=tbemdcal.dhm�uld9mYi="toliwlmdphatbeampempmmtdd9ecdmdewdmdloAc=ptdw DeRIL+(K.-I).D1EDLe acadn¢with AM= L 3) Ibis truss has beendsigndiria-p)mewmdlmdng FarhadngragdtemmtsfxmldfplmewindlmdngnfferwtheCmsfiGim Dtsammts md'arBCSFID. �4�' \ / a)This gablehas hem dsigad fora lT (maz)hals osedtaag 5)plataaL5x72Q&L 6)AgmUtyAe,diry hmtml faeq Cq=QBQ hasem halplidwtheplatelat®Insistm¢dsi(p vahr6d hama78X Fabdcdm Tdermmadtaasdbythe7tMmtEmaer}a ANSYM 1-2m7 Sacim 23.6.9 �"''� 1 PE 1 051 7)BW&ngDrsigaashaRifysdfwdgbtafthemsamdmhadadlmdm edmI &nct e¢ed BCDL5psf 8)ListmwmdepliBreaedwshsdm MV1'MOnlylmdmg I 1 iv;) 9) Phna lomrdu IC pitch hrea)a mein the pacgtise ®imm siaeregisemmt tom®sfmmbla ed dtphra@nlmd Dees throe jaims. -O STA A!ViG--4ORIOp% /1111111/ NOTICE AccW ofthis dsigt shall be 6mishdto the eecdm tmha=.. The desigt dthis indvidnl mes is;hadm dsipmtda mdrm*-ts shpptidbytheThss Mmnf=—andmues W. the a—aey I Brian M. Bkal* andsngdl ess afthe inf®ffim set bath by the nj0dmgD ighc. A seal m this dawingbedpats ao=pt2b.dphiasiana1 mpjne®gmpmsih'lityteldy for the toss mpment desigi shoes. See the inter Sb=Eng07'6051 Mmdthe'7mpmantlafmnabm&Geaed Nms"ptgeforaMdmdinm. All rmne¢rplma shall bem ubaaedby Siapsm Shmg•Recmpmy, Inc in aemdmcewhh FSR2762. All occe 259ON King Hwy FL Pieoq F134951 plaes arc ZO colas the s 'fid listed.a fallmed by ■"-lr which mdmta an 18 pkv plair, a 4SN 194 which mdeates a hilb tensim 18 pmV plate Southern Truss Companies, Inc. Truss: SGEA1 SOUTHERN 2590 N. kings Highway PlojectNatne: 3005 Date: 3/7/2018 3.00.04 PM TRUSS Fort Piaeea F134951 Page: 1 of 1 Component Solutions'1M COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Truss Vemion:2017.7 [Build 14] Material Database version: 1566 Span Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PIY 24-M 8 /12 1 2-U 2-M 0-04 0-0-0 1 24 m 146 lbs 284)-0 I 2-0-0 12.0.0 12-M 2-0-0 I� ' I 12-0-0 I 24.0-0 04 - 8 12 7 12 8� �8 0 3x4 / 3x4 \ 1 2 n 3 4 t- 1 4x4 - 4x4 - 5 T 26 25 24 23 22 21 20 19 18 17 16 2 5x5 - 8 D-0-0 0.0-0 24-0-0 24-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load &0 Eldgcade: MC2017/ IC: Q67(TI-1) VW C& Om L/999 L/180 ICIL: 20 IPI I-2014 BC: Q41(261) Vat L1L Om L/999 L/240 TCDL: 10 Fkp Mh Increase: Yea Wh: Q26(8-21) H=CR 0011. 15 a=: 0 DAL: 0% CnepFaaq Ka-20 13ML: 5 Plat O&m(7ntXY.Ang} (1:2.7.2-7Q) (8:044-10) (152-7,2-7.Q) Reaction Summary IT Type BxCanto ft Wdh M.I.W M.Pnd Aw Faaa M-Gas•Udffi MaxWedUllin M.Ud;n Max Haiz I Conti.— 1 288 in CmcraeMnany 288Its 108 df - -2M Its -2m Its -151 r. Material Summary Bracing Summary IC SP (AISC620M Q 2x4 TIC Bing Sheathed a Patina a 63Q Psalm desilp by Odm. BC SP (ALSC6MM 192 A BC Ba®g SheathedaPuBas at 634 Patin dmilp ty Othm. Vkb, SP (A1SC62012) (B 2L4 Loads Summary I) This toss has b® de dgadfr the eliaas de to 10psfh non chadhw Imdpiss dmd load;. 2)ThisUwshashamdsigid[rthe eM ofwmdloA in aaaadmm w;thASCb7. 10with the follavrogwadefmdmpm 170mphsifin&gEx{ssaaeC,Rny Enclose& Galie:REpB7dmgCzatepy 11(1-W&0s 11 NdgDim 2Q67 It x26$h=10$End ZweTms, Neahaaodweb omsidxd DOL= L(A, CC Tme Widh 38 Member Forces Summary Taaemdea�:M®tam,�css�adalr�(a�m��eifda�tr�taa<arialrvae> TIC Zia 0666 671ts 67 0099 212N (-Wa) M13 0058 SI Its 651 Ih) 1-2 0516 4i011s 7-8 QU4 32011s (-Ill its) 13.14 (Loa -179 Qs 2,3 Q052-17911s 8-9 01% 32011s (-Ill its) 1415 Q516 •60Ba 34 Qt158 -101 its 9.10 Q099 2121h (-IZ Bs) 15-29 Q666 61 Its 46 0080 M4 40Its I012 a03o 991ts -80im IIC I5.16 Q407 920@a (-304Its) 19-20 Q079 458 its (-36Its) Z3.24 QBO 458 Us (-361Is) 16-17 6.39 459 Its (-36Its) 2021 Q078 4%Its (-36 Us) 2425 Q® 458 Its (-3611a) 0s 17-19 QU3 458(-36Its) M-22 C'm 458 Its (-361.) 2S26 Qln 458Ils (-361h) . I8-19 QIBO 458 Os 0611s 22-23 0078 459Its -361s 761 04al 9101ts -3%Its) Whs 2-26 Q®0-1371hs 732 Q140 1711ts (4511ts) I218 Q060 188 Bs (-1511hs) p� 3.25 Q059 219 Is (-16211s) &21 a264 -1981m 1347 Qag 21911a (4all.) tr ` • B� 4-24 Q06D 188 Bs (-157n.) 9-W aI40 I711ts (-IA ns) 1416 0Q)0 -1370s \\ 6Z) Q097 203Its (-1611ha) 1D19 n071 7ID lls (-16l lls) \\\ \ '���-��` <� Notes: 46- `1� 1)This dmilp is lasdan ASCL 7-10as sde®ndbythe 2017 Flat& RAiagCode 2)Vet CRand Haz CRase thevatieal andhuiaxsial ddaaims de to live loadlhs the carpcmpment dddcvbm de todmdlm& ampeeias De0I3.+(Ka-1)xDefi DL' T / PE OrJ� amdmm with ANSI/IPI L I 3) GaHe.0- amtinsa� bmrmchadbesing 4) Casblewebs piamdat 24' a c, U.N.O. �S I 5) An-b gHe wem with Ix4Nlg Siam, U.N.O. 6) This toss hastrmdsitpdtria-pimewmdlmdmg Faberingsepu tsfraldylmewindlmdngmfirtotheCmsmcdm Dona tsmc'aBCSI-Hi. '� ST� 7) This pit". ben desilpdfr a Ir (7tt-) t� mahang 8) Agalitycmad faaq Cq- Qsq has ben app8dto theploelatml mistana dsign value tnsdm a 20% Faldcaim Tolaance adeaadlythe Tina Manfamaa per ANSI/IPI 1-20H Sarum 23.6.9 / O 9)1►aldngDesigsashall,eofysdfwdgstdthemasadahas.dlmd--ials&naeamdBCDL5Ist: % \�40RIO_P%'�v\� �/ IQ)Iistdwmds�in seaatau halm MWFRS Only lmdng � ��� \•. 11)Plan lax altTC pi7A heahnaa thepesmptiw tm®ansia sapism>at tanmsfianHadmdeaphal;mlead; ■cons thmejdms. s/�NA NOTICE Acapyafthis daiga shall befianishdto the aeatm annaaa. The dmilp dthis indv;del ass is head an drip criteria andrapimnansswid"a Thss Mantfaonra adsdia aeon the aaracy Brim Ni Bleakly andcagideness afthe in an sea fdh bythelL7dmgDesigta. A seal ce this dawingindatm ascqtp m efpmfesshnal mgneamgttspesihl;tysddyfathettms compmnt dsilp hown. see the ana Sh=Fag076051 Inge mdthe "In4mant Mfmsatim S Gmeml Naes" pa¢ for affdmal info ntim. All emneaapWn shall besa nub=dby Simpson Stang -Le Cccq my, Inc in accadmonwith ESR-M. All cmnacra 25A N King Hwy FL Piaex, Fl 39951 Pima zee 20 ruins the s d me size is fallmed by a"-I8" which indents, as 18 pyge p121A a'S9Ir which mdam a h!Fb tension 18 , Southern Truss Companies, Inc. Truss: SGEB 2590 N. Icings s Hi w SOUTHERN g gb aY ProjectName: 3005 Date. 3/7/2018 300�5PM TRUSS Fort Pierce, F134951 Page: 1 of l Component SohitionsTM Tsnss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax VetsiDn: 2017.71Bt11ld 14] MaterialDatabaseversbm 1564 Span Pitch Qty OBL OHR CANT L CANT R PLIES Spacing WGT/PLY 12-M 8 /12 1 2-U 2-M 0-M G-M 1 24 in 60 lbs 1G-o-Q 2-0-0 6-0.0 6.0-0 ' I 2-G-0 ' 6- -0 12-0-0 I I 45 l 2 i 12 12 r v 1 4a6 - 45 - rl T 4 lx4 l 6 D-0-0 0-M 6 ' 6" ' 12.0-0 Loading General CSI Summary Deflection L/ 0oc) AIlowed ]md w ffidgCade: FBC 2MV IC: Qf4(3-6) Vet CK- QWin L/999 (41) L/180 TCLL: 20 TPI 1-2014 Bc: Q33(4-1) Vet IL: QOIm L/999 M L/240 ICDL: 10 BepMbbcme: Yes wh: Q(6(1-4) H—CR OOIm 3 BCII-: 0 DAL: 125% cempFale, Ka=20 BCDL: 5 _ Plme O&ea_ on:XXAng): (1:24L2-7,(I) R0443.904 (3:2-d24,Q) (4:04Q3$90) Reaction Summary 1T Type ftCabt H¢wah Maeda! WBgwah Mar gad Maw Gray UdfR Mawndutiia MaUdiQ Min Haoa I Pin(Kh11) 1 3Sm C.—"Mmmry ION. 5i0Qs - -3061b -309Bs -52 Bs 3 HPdI(MU) 1 3Sm Cmeee MasaW 30Dm 5401hs - -305Ba -306ft OBs Material Summary Bracing Summary Tc SP(AISC6-Ml3)QZA TC Brdg ShathedaPeiias st6.3QPtrlmdmigtby Others. LS BC SP(AC6-DB)N22n4 ITC Bmdng Sbe,ebalaPebw,IWPW.deig.byOth— RC; SP WSC6-2012) Nd 2.4 Leads Summary 1) Ibis bins has bem dmi�edfathe � an m lOpsf hnanshedli o Imdli. dead Imds. 2) Ibis toss has bin dai jpedfrthe eSaa: dwmd Imds in ammbnm withASCEI-10with the fdlawingmerde5aedinpe: 160mph Jd— Eq—eC. FdlyFnckG4 GaNdHip 9s7d'mgCstegayII (i= L00), OsaaQ H�1� 24 @ r40E, h =1267>4 �d2meLtss, Neither mdweb®sideed 170L= L60, CC 7me wish 38 3)Nfmimmstssageaniclm3ngiaaomdmmwith IBCTalle)607.lbmbmalpBed - MemberForces Summary iatieodeates:Membem,aaacsrm�adalf.m(marm�.f.miraanmts®maaaaal�m) TC SI am$ 67Rs 2.3 010 -568 ns 1-2 Q510 -569 Bs 3S Q6O4 67 Bs BC 34 Q328 428 ihs 14.1 Q328 4/28Its Vide 2-4 0'0g3 XN ns Notes: 1) This design is bsedm ASCE 7.10as nfeeme 1 by the 2017 Flmds MdngCah 2) Vm CRmdHnr CRarethesetial andheimffi dcleetimsdemE,a lead din the meepmvpmeat afdeBarim"to dmdlmd, mnpted w Dck L+(tc-l)aDeEDL' ANSMI \\ 3)lhb 3)Ihis trtsa hashm daigyedfrin¢mewindlmdng Fatradngregrittmmtt fr ataf-pLme wmdlmdng sdato theCmatnaam Din®ts md'a BCSI-HL N \ �� 4)7hls gaffe he bin dai�edteal2'(mmt)alx ta�mg \ ��� � 5)UnhbdedplaesateL5r32(j¢i 6)Agnlityamwthcar„Cq'Q8ghnb®a}liiedtatheplaielamisaistmmdesig2vaIm eseima20%Famalim Mil msdmtdbytheTmsM=uf.sweeper \ v / ANSVIM 1-2001 sedlm 23.69 / 7)BuldngDesipad Avaifyselfwdght dthe tees and lffie dadlead—ids a and eamiBCDL 5 pat f / B)LtatmwiodWHfirczd=t�mmMWFRSGnlyladng ' t PE 7 051 �, _ � Plats famada TC pitch haLz meet thepesaipriw min®mc�raivemmt totceosfamFladni dgbra�lmd aaas theaej®ter. (-��� t �. {� -O STi4 / rr / � �� 3•t2•t8 � w � 4O_Rl0_P /Z �/`j�S/CNAL i /Milt NOMCEAmpy efthis �Sigo 6haQ be 6mkhedta the wwfim=Vadm The deigt oftl& indvidml nms is tined m drips crkaie mdmgisemmts sq&dbythe Tess M—ku mdn Ues yea the �ra� Brian M Bleakly andm#cteness afthe infanatim sc fmh bythe HOdmgDmipmA sal m this dmwmgindcmm arogtence fPDfmsimal mpn®grapmsihlay sddyfar the am am ment dsigs shown. smthesaa pWandthe•7mlvlmtinf®atim&Gmeal Nam" p p f. a�E6. infa=m.Momnataplmes chat! betnmtffadtaedby Simpsm string -Le copy. lae in acmdao—lh ES&Z762. AB emneae Str tFngg76Xl I pWm ace 2D mless the 'Ed sim is Owed a" Ir which mdtata m 18 c'Sq - which irideata ahi tmsim l8 2590N Meg Hwy FL Pieee, F134951