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HomeMy WebLinkAboutREVISION 9-10-18OFFICE USE ONLY: DATE FILED: _ REVISION FEE: 1. 2. LOCATION/SITE ADDRESS: SCANNED BY PERMIT # \$Un - 0'A\ 4 ,�►��.j(�Fj�T' RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRdNIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR 'j Oakland Lake Cir. (lot( DETAILED DESCRIPTION OF PROJECT REVISIONS: ILDING PERMIT REVISIONS INFORMATION 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CRC057817 Y T UNTY CERT. #: BUSINESS NAME: QUALIFIERS NAB ADDRESS: 1 ` 5 b CENT , CITY: CH STATE: ZIP: PHONE (DAYTIME): - - FAX: 561-720-1341 4. OWNER/BUILDER INFORMATION: NAME: NVR, INC. dba RYAN HOMES ADDRESS: CITY: STATE: ZIP: PHONE: 561-818-7950 FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: AB DESIGN GROUP INC. ADDRESS: CITY: LONGWOOD STATE: FL zip: 32750 PHONE (DAYTIME): 407-774-6078 FAX:a7-774-402.8 Revised 07/22/2014 rff -- Q-su SEP 2 0 2018 Permitting Department St. Lucie s✓owntyy FL 0 SOUTHERN TRUSS COMPANIES SOUTHERN TRUSS COMPANIES, INC. RAiNDY@SOuniERNTRUSS.COM 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 (800) 232-0509 / (772) 4.64-4160 / (772) 318-0016 Fax: Project Name and Address:. Oakland Lakes S31? DW...✓1 G Lot: Block: County: Saint Lucie Truss Company: Southern Truss Companies, Inc. Truss Engineering Program: Simpson Component Solutions Plates By: Simpson Strong -Tie Contractor / Builder: Rvan Homes Occupancy: X Single -Family lFi®���� I72018 Multi-Family Commercial SEP 19 Sr. Luge Courtly STATEMENT:I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with Florida Building Code FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces as required by the following provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord,live load: -- P.S.F. Design criteria:. ASCE 7-10: 160 MPH Top chord dead load:—P.S.F. Top chord dead load: -- P.S.F. Engineer: Brian M. Bleakly Bottom chord live load: P.S.F. Bottom chord live load: __ P.S.F. Address: 2590 N. Kings Highway Bottom chord dead load: 10 P.S.F. Bottom chord dead load: -- P.S.F. Fort Pierce, FL. 34951 Duration factor. 1.25 Duration factor. -- Mean heieht: 15' • 10.0 P.S.F. bottom chord live load nonconcurrent with any other live loads. This is an index sheet submitted in accordance with the Depa Tallahassee; FL. Engineering sheets are photocopies of the or No. Truss ID. No. Truss ID. No. Truss ID. No. 1 Al 21 11 41 61 2 A2 22 J2 42 62 3 A3 23 J3 43 63 4 A4 24 131 44 64 5 A5 25 J3A 45 65 6 A6 26 14 46 66 7 A7 27 15 47 67 8. A8 28 J58 48 68 9 A8GL 29. J5A 49 69 10 B1 30 J7 50 70 11 132 31 J7A 51 71 12 B3 32 Ll 52 72 13 B3G 33 L2G 53 73 14 Ci 34 MV2 54 74 15 C2 35 MV4 55 75 16 C3G 36 MV6 56 76 17 CJ31 37 V4 57 77 and approved by me. ID. No. Truss ID. 81 82 O 1 IEWEO S4 U REVIEVI EI) OTED_ J and general c m8pp a with the Contras A cots only. 'act bum. Contractor from c&li nce with the Contrai tifto ents. The Qua nlities ,am all processes. to hgtpu s and sequences 0106 truetion, r;urkii n,ork m a sate ing3atidactory manner an 0 op(,t81 omplianee 109 5 110 DATE REVIEWED 8Y A. B. DESIGN GRO 18 04 38 V8 58 1 78 1 19 07 39 59 79 i 20 CJ7A 40 60 80 \��GENg���lt As witness by my seal, I hearby certify that the above information i �, is true and correct to the best of my knowledge and belief. _ "ij E 7 f151 �• Name: Brian M. Bleakly Lic. #76051 �°• �, r Sr�1Q; r EVISI FILE COPY I IkN �� �.,, �..,....,.. ,.,........meµ zce��-^.yy� t'�',A � � z� xY wtrl a — "" 13 ,�fiK�R dutsa;lks bmp *b Rig+ 0#6j!g1rt43 Ititags in u' taatlr :+. 7'&wn Aiic4.r lOA.n6 aW"l;leg-$ %r]k�Ulw# 1064 EiMS39M7 ;A ,a!A'sm W. 1%:itbiQ, mil ASW vgtilgw6l moll 1o12fimtO5 T19 yajmli 9t45 i$t Wan ,}2ti! 21 191:Gi;t_03 -_ �I ii4fS$7�4ua1 'k5':Ai59�_} .?'�g'kF1�9� .�tc+?Ett3Allb ,ao+t!lrtUt?O , ,t; 1IVdZP4I' TO' 74VA i I: bP6 29UOt'IAU!�1 NZ15901q 3i 1�J'[} Ali;i}S:�iLd2 w160:JGAtl 1Dis 21211915Uii tC'{irlld ? .Gl�t.7 i' ?0 93�6r1F:aZ9flq iSbl:t$Zi1i�3IvSL _liA6 2flb8{i 19,{(U. filth AIUb _ _ 1 Gyii i4 it it lOQ fl} s l'i+$6 i; ie517119! 'tat, 'llu2 S m Mari , tiitl+�r is 1061;I:uJ C,I9 ma, TYPICAL DETAIL 9 ;CORNER. - HIP NOTE: NDS=National Design Specifictions for Wood Construction. 132.5j per Nail (D.O.L.Factor=1.00) nds toe nails only have 0.83 of lateral Resistance Value. - 12 �) �O �® HIP GIRDER 12 OVER i I 0 9-9-5 CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT I G) UP TO 265# = 2-16d NAILS REQ'D. I © UP TO 394t• = 3-16d NAILS REQ'D. use 2-16d toe nail TC & BC. Typical jack 45' attachment 11 10j it ill *-j H7 use 3-16d toe nail 0 TC TYPICAL CORNER LAYOUT & 2-16d ®mil Typical Hip-jocli attachment . I. • CHORD H GERS FASTENER 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• —— '——— — 2-16dnails ————- TC——=———— 3-16dnails ————— J7 TO HIP GIRDER BC - - - - -- - 2-16dnails - - - -- HIP JACK GIRDER (CJ7) TO HIP GIRDER TC - - - - - - 3-16d nails - - - - - BCI - - -- - -- 1 2-16dnails ---- MINIMUM GRADE OF LUMBER LOADING (PSF) SM INCR.: 00.4 L O FBC2017 T.C. 2x4 SYP 2 TOP 20 B.C.2x4 SYP 2 BOTroM 0o 10 WEBS 2x4 SYP No-3 SPACING 24" O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Hi3ghwaFort y, COMPANIES (800)2 2-01509 erce, (772)464-14160 http://www.southwrtr ==M Fax:(772)318-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-454-4160 TYPICAL DETAIL @ QORNER.7 HIP NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. QA UP TO 265# = 2-16d NAILS REQ'D. 132.5# per Nail (D.O.L.Factor=1.25) nds toe nails only have 0.83 of © UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. N:;II 'M In , I I I J 12 OVER '-O -O -,O �O II tl 11 II �O � II II II II II II �i II II OA G A OA OA G _ use 2-16d 5-0-0 `�` toe nail ETC & BC. HIP GIRDER % I .13 I 12 B r� Typical jack 45' attachment 0 7-0-14 CORNER JACK GIRDER J1 H5 \\ use 3-16d `. toe nail ® Tc�"' & 2-16d Typical Hip —jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — ———— 2-16dnails ————— BC — — — — — — — 2-16d nails — — — — — J5 TO HIP JACK GIRDER TC — — — ———— 2-1.6dnails ————— BC _ — 2-16d nails — — — — — TC ——————— 3-16dnails — — — — — BC ——————— 2-16dnails — — — — — HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — 3-16d nails — —BC— _ _ _ _ _ 17- 2-16d nails _ _ _ — MINIMUM GRADE OF LUMBER LOADING (pSF) STIR. INCR.-25x L D FBC2017 T.C. 2x4 SYP 2 TOP 2a B.C. 2x4 SYP 2 BOTTOM 00 10 WEBS 2x4 SYP No.3 SPACING 24' O.C. SOUTHERN TRUSS Fort Pierce Division 2590 N. Kings Higghway, Fort Pierce, FL 34951 COMPANIES (800)232-0509 (772)464-4160 http://Mww eouther,trus.com Fox:(772)31 B-0016 Brian M. Bleakly Struct Eng #75051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 `*011&d This pmdad is preferable to simOarcuovedors because of a) easier hafallaQoo, b) blgherleadr, c) lower ius6Ued ros4 Bra combination of these fealores. e� •- • All hangers in this series have double shear narTing — an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use df all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost altemative and easier installation than the HUS or THA hangers, MID providing greater load capacity and bearing than the WS. MATERIAL See tables below and on page 133. FINISH: Galvan¢ed. Some products available in stainless steel or ZMW coating; see Corrosion Information, page 18-19. INSIALI.ATTDN • Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. • Not designed for welded or nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified. • HUS hangers available with the header flanges turned in for 2-2x (31AJ and 4x only, with no load reduction. See HUSC Concealed Flange illustration. • Concealed flanges are noLavailable-for.HGUS and HHUS. • See Hanger Options, pages 200-202, for sloped and/or skewed HHUS models. • Other stzes available; consultyour Simpson Strong -Tie representative. CODES: See page 20 for Code Reference Key Chart . These products are a►rar7able with adObnal conusfan protection. Addl6ortal products on this page mayalso be available wM this option, check Wit Simpson Strong -lie forddaft ,' 7hese products are approved forbtstalfaffon with the Sfmng-Drive SD SWctual- Connsomrscrew. See page 30 for the correct subsMuflan and SD saw Shm Model No. Mm Heel Heigh Ga Dimensions Fastene rs H 8 Carrying Member Carried Member SINGLEWRES WS24 2% 18 1% 41i 1% 4-10d 2106 WS2fi 41/ uric 4% 1 1% 410d 410d MUS26 4-"As 18 IV% M 2 6-10d 6-10d HUS26 HGUS26 444c 4%s 16 12 1% 1% 51A 5% 3 5 14-16d 20-16d 6-16d 8-16d LUS28 434s 18 135s 6% 1% 1 6-10d 41Dd MUM 6% 18 1% 6% 2 B-10d 8-10d HUS28- 61h 16 1% 7 3 22 16d 8-16d HGUS28 6yu 12 1% TA 5 36-16d 1216d LU5210 41r. 18 IV- 79k 11% 8-10d 4-10d HUS210 BiS 16 1% 1 9 3 30-16d 10-16d r 1.Seetable on page 133 for allowable loads. W fA i SIMPSON Stroll0k a 4 R Typical HUS26 with Reduced Heel Height Double Shear Dome Double Shear ® Double Nailing Nailing Side-Vew Shear Side View (available on Nailing Do not some models) Top View; bend lab s U.S. Paterrt5,6M,580 `"_ ,a• Ie1naT =� - g. Wit; .. SPAOoerahle Loads SPFIFiFABotipahieLoods Code Model Na. P _ oor= - E Ab - _ d Uprrw 60 a 10 Floor Snow (115) Roof (1Y5) Wind (160) UpBfP (150) Floor (100) Snow (115) Roof (125) wind (160) Ref. SINCLE&SIZES WS24 490 1 670 765 825 ID45 490 725 B30 895, 1135 420 575 655 705 895 t1f526 1165 865 990 1070 1355 1165 940 1075 1165, 1475 1005 740 845 915 1160 R FS,L17 MUS26 logo 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 13M 15M HU526155 �;:2724� �_935 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26 ¢5:� :�'936U= s3Y3 . 0 1765 4725 5290 5390. 5390 1520 3750 4200 4500 4635 17,L17 W528-I]fi5�?60 ,36�,: �v�ZSs 1165 1200 1365 1480 1835 1005 940 1075 1165 1475 MUS28 1555 1730 1975 1140 2645 1555 18BO 2150 2330 2645 1335 1475 1690 I= 2275 17,F6,L17 HU528 200D 3965 4120 4220 4335 2000 3790 3960 407D 4335 1720 2905 3035 3125 3435 HGUS26 W15 6745 6970 7125 7275 3015 6460 6705 6870 7275 250 4960 5160 5290 5745 17,L17 LUS210+965�. Hip Dpp= 3, =.42�$ , r 445� 55p :.�5i5:, )!'. �02D 11fi5 3000 1445 4105 1660 4310 1795 4450 2270 4930 10D5 2580 : 1145 315D 13D5 3315 1415 3425 1745 3615 R �'Ll7 132 Note: For dimensions 2nd fastenerirdomration, see table above. See table footnotes on page 133. a 0 N FACE MOUNT 1 I 1 `These products are avat7able with addt5ard corrosion protection Addibarralproduds on These praductsate approved forinsfal6gan with the Strang Drive SD Strudurdh this page may also be ar2tlabte rvttlt ffris option dreck with Simpson Strong -Tie fardetatls Cannecttrscrew. See page 30 farthe carted substitrtion and SO screwsae Min. Dimensions Fasteners i :. '�F/S_PAtl,msab(a ds FTC- J' SPF/HFAOowable Loads Model Heel Ga Cade Ref Carrying Carried h' Upldt',{::Aour: "' 4 " :+=: q Snows: :: r,�-t^' Root- :Wind • Uplift Floor Snow Root Wnd Heigh W H B MemberMember 10.91 S): (1�Z _ :(160)_ (160) (1DD) (115) (12A (760) - _�00J�=( DOUBLE2x SIES LUS24-2 21/4 18 39 1 314 2 4-16d 2 16d 440 800 910 985 1250 380 680 780 845 1070 WS26-2 4%s 18 3% 4% 2 416d 4-16d �Il6��u, �I0.31t� '_Ba, ,`�2BD' :s625�. 1000 880 1010 1090 1385 17F6,L17 HHU526-2 455c 14 335c 5'/+ 3 14-16d 6-16d is -6 a5 05: ;�4-255 1335 2390 2710 2925 3655 HGUS26-2 43Sc 12 33ia F/s 4 2016d 8-16d _2]]55b:4355� .`.5y 1855 3750 4200 4500 4795 I7, L17 WSZB-2 Via 18 3% 7 2 6-16d 4-16d 1165 1315 1500 163 2060 1000. 1125 12B5 1390 1765 HHUS28-2 61Pie 14 3Y. 7Yi 3 2216d 8-16d 2000 4210 4770 5140 6440 1720 .3615 4095 4415 5375 R, F6, L17 HGUS28-2 63is 12 3% Nis 4 36-16d 1216d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 I7, L17 WS210-2 6/z 18 3% 9 2 8-16d 6-16d 37745�• �B� . t �Q9 ' .• 2265 - U.. 1500 1565 1785 1935 2455 HHUS210-2 11% 14 3%. 8% 3 3D-16d 10-16d -=• -4U0 - 635 90 6880 ` ;i71 � 3525 4835 5270 5380 5755 17, F6, L17 HGUS210-2 83ic 112 3% 1 M 4 46-16d 16-16d e4 5, :97 — - �UD�, i9100� eg�00,� 3525 7465 7730 7825 7825 F/, L17 TRIPLEZ=SQES HGUS26-3 4% 12 419a 534 4 20-16d B-16d 2155 4355 4875 5230 5575 1855 3750 4200 450D 4795. HGUS28-3 WMu 12 41% 7Y 4 36-16d 12 16d 3235 7460 7460 74,60 7460 2785 6415 6415 6415 6415 HGUS211-3 BWw 12 41% 9'/ 4 46-15d 16-i6d 714095^ 4 U 0;,. 10p �9lOb%` 3525 7825 7B25 7825 7825 f/, L17 HGUS212 3 10% 12 4% 10% 4 56-16d 20-16d 5D45 9600 96DO 9600 .9600+ 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4'1✓ic 12%% 4 66-16d 2215d 5515 10100 1D100 101DO 10100 4745 8685 8685 8685 8685 11W ORUPLE2xSRES HGUS264 5% 12 Ws 51A. 4 20-15d 8-16d �435 � 787� 3_• 00 4500 4795 HGU528-4 7'/ 12 Vs 7i4c 4 3616d 1216d ?35>'' 46 �-4 _ 46 46 = 27B5 6415 6415 5415 6415 R, L77 HGUSZID-4 9y 12 Vc 9irc 4 4646d 16-16d 4D95 9100 9100 9100 9100 3525 7825 7825 783 7825 17,Ff,L17 HGUS212-4 105/G 12 63f6 103i 4 56-16d 20-16d45 6(1; 6 .4335 8255 B255 8255 8255 HGUS214-4 12% 12 G%G 12% 4 66-16d 22 16d _ D1D� - = 010g 4745 8685 8685 8685 8685 n,L17 4x SMS LUS46 4% 18 3Y. 43; 2 4-16d 4-16d 1165 1030 1180 1280 1625 1000 B80 1010 1090 13B5 17,F6,L17 HGUS46 4'/tc 12 3�s 4'fc 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17,L17 HHUS46 4%. 14 3K. M 3 14-16d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 LUS48 4% 18 3Y. BY, 2 6-16d 416d �I6�;' 315 � '15 _ �1625� g b60 ` 10DO 1125 1285 1390 1765 HUS48 • b-A 14 345s 7 2 B-16d 6-16d 5 59 - B 1 6_� � 4 1550 1365 1555 1680 2115 Cl, Liz HHU548 634 14 33G 7Y: 3 2216d 8 16d ; a42IS;i „4T�0 a 150 {.544�= 1720 3615 4095 4415 -5535- HGUS48 6r/s 12 3% 7Yb 4 36-16d 1216d r235 46 2785 6415 6415 6415 6415 17 L17 LUS410 61Y, 18 3iric I BY, 2 8-16d 6-16d 1745 1830 20M 2265 287D 1500 1565 1785 1935 2455 HHUS410 8% 14 334 9 3 30-16d 10-16d 3745 5640 6385 6890 7165 3440 4835 SW 5910 6165 L7 � �' 7 HGUS410 We 12 3% 9 4 46-16d 16-16dkOl 9100 9100 91110 9100 3525 7825 7825 7B25 7VS HGUS412 10% 12 3% 10`i6 4 56-16d 2D-16d 5 ' �B _ �360� 4335 B255 8255 B255 8255 f7, L17 HGUS414 1131ts 12 3% 1M 4 66-16d 22216d�101 �D101F 1010 101 - 4745 8685 8685 8685 8685 1. Uplift loads have been tocieased 60%for wind orearthqua)m loading with no further T ANSITPISPF, T-ANSITPISP and T-INSITPIDFfor allowable loads that consider Increase allowed. Far normal loading applications such as cantilever construction ANSUiPI 1-2DD7 wood member design criteRa (see page213 fordetattsJ referto Shnpson Strong -Tie° Connector Selector saftvrare or conservatively 5. Loads shoxm am based an minimum of 2-ply 2x carrying member With 3x ranybig divide the uplift load by 1.6. members; use 16dx2W malls ft the header and 16d commons Into the )otstwith no 2. Wind (160) is a download rating. loed reduction. With single 2x carrying members, use 1 Ddxl W nalls into the bender 3. Minimum had height shown Is required to achieve full table loads. For lea than and t0d commons lift the JoK and reduce the load to 0.64 o1 the table valUL minimum hod hdght, see technical bulletin T-RMHEEL (see page 215 for de6rls} 6. HAILS 16d - 0.162 dia. x 33T long. 4. Tina chord cross -grain tendon may Bmft allowable loads Rater to technical bulletits See page 24-25 for other nab smr:s and Infumdon. m C e y 0 Ca n 0 If L —1 133 �ee�ed LYaod & Structura/Composite Lgmber.Connec f L SONgTie Actual Joist Size 3'%x18 Model No. HU416/HUC416 HGUS412 Ga 14 12 14 Dimensions Min Max Min Max — — — Fasteners i Allowable Loads Code Ref. W He 3` s 3% 3% 3§4e H 13% 13% 1034a 12%4 17 B 2% 211 4 3 Face 20-16d 26-161 56-16d 66-16d 145DS'/'x2%' Joist 8 10d 1210d 2D-16d 2215d 6-SDSt/XZtfi' DF/SP Species Header SPF/HF Species Header Uplift (160) 1515 2015 5045 5515 2510 Monr (1DD) 2975 3070 9600 10100 5460 Snaw (115) 3360 14365 9600 10100 5560 Roof (125) 3610 4695 9600 10100 5560 Flodr (100) 2565 3330 8255 8685 3930 Snow (115) 2895 2895 8255 8685 Roof (125) 311D 4045 19, L17 F8 HGUS414 HUCQ472-SDS 8255 8685 19, F23 19, L12, F6 4000 4000 1555 2180 5% x 7A HU68/HUC68 HGUS5.50/8 14 12 534 ; 5'% 5x156 6% 2'k 234 4 Min Max — ID-16d 1416d 36-16d 416d 6-16d 12-16d 900; 134611 32351 1 1490 2085 7460 1680 2350 7460 1805 2.530 7460 1280 1795 6415 1445 2025 6415 6415 19 EjHUCQ61D-SDS U610/HUC610 5Y 5% 5% 5:4 5'r4 7% 7Le 9 9 B'ie 21A 234 Max 3 3 4 Min — —GUS5.50/10 — 1416d 18-16d 30-16d 4616d 6-16d 816d 10-i6d 16-16d 1345' 1795' 3735, 40951 2115 2685 5635 910D 2350 302D 6380 9100 2530 3250 6880 9100 1795 2305 4835 7825 2025 26D5 5480 7825 2180 2800 591D 19, L12, F8 HUS5.50/10 72 7825 11'/./11% HU612/HUC612 4 12 5'k° 234 Min i616d 6-16d 1345: 2380 2685 2890 2050 2315 2490 19, L12, F8 534 5'r4 5'.4 5i4 9% 9 11 10Yz 2% Max 3 3 4 — — — ?2-1-6d 3D-16d 14-SDS %'x2W 56-16d 8-16d 10=16d 6-SDS Y7c2tr4' 20-16d 1795 37351 2520 5045 i 3275 5635 5315 9600 3695 6380 5315 9600 2975 6880 5315 9600 2820 4835 3825 8255 3180 5480 3825 8255 3425 5910 3825 HHUS5.5O/10 HUC0612-SDS HGUS5.50/12 19, F23 8255. 5Y x 74 HU616/HUC616 14 12 5%12'34e 234 Min 20-16d 816d 1795 2975 3360 3610 2565 2895 3110 19, L12, F8 19, F23 534 121%, 2'f Max 26.16d 1216d 2895 3870 4365 4695 3330 2895 4045 HHUS5.50/10 5'k 5'k 5% 9 11 12% 3 3 4 — 30-16d — 14-SD5 Y,)2%z' — 66-16d 10-16d 6-SDS'/,'x2'fz' 2216d 3735 2520 5515 5635 5315 10100 6380 5315 10100 6B8D 5315 10100 4835 3825 8685 5480 3825 8685 5910 3825 HUCQ612-SDS HGUS5.50/14 8685 5Y x16 HU616/HUCB16 14 12 5% 5% 5% 5% 5'% 12"As 12'74e 9 11 12% 2% N 3 3 4 Min Max — — — 20-16d 26-16d 3D-16d 14-SDS Y,'x234' 66-16d 8-16d 1216d 10-16d 6-SDS Y4 x2 4' 22-16d 1795 2695 3735 2520 5515 2975 i_ 3 770 5635 15315 '10100 3360 .4365 6380 5375 10100 361D 4695 68BD 5315 10100 2565 3330 4835 3825 8685 2895 3760 5480 3825 8685 3110 4045 5y1D 3825 19, L12, F8 19, F23 HHUS5.5D/10 HUCQ612-SDS HGUS5.50/14 8685 5Y x 18 HU616/HUC616 14 12 5% 12"fie 234 Min 2D-16d 8 16d' 1795 2975 3360 3610 2565 2895 3110 19, L12, F8 19,F23 534 534 5'% 5% 12% 9 ' 11 12Y4 2% 3 3 4 Max — — — 26-16d 3D-16d 14-SDSWx2'r4' 66-16d 1216d 1D-i6d 6-SDS'/,'x2'V 22 16d 2695 3735 2520 5515 3870 5635 ;5315 10100 4365 63BO 5315 10100 4695 68BD 5315 10100 3330 4835 3825 8685 2895 5480 3825 8685 4045 5910 3825 HHUS5.50/10 HUC0612-SDS HGUS5.50/14 8685 7x 9%-9'% HU410-2/ HUC41D-2 14 12 7'% 9% 2% Min 1416d I 6 16d 1345 '2085 2350 2530 1795 .2025 2180 19,L12,F8 19, F23 TA 7Y T/, 9% 9 8% 236 344e 4 Max — — 1816d 30-16d 4616d 816d 1D-16d 16-16d 1795 3735 4095 26BO 5635 910D 3020 6380 9100 3250 6880 9100 2305 4835 7825 2605 5480 7825. 2800 5910 7825 5HUS725/10 HGUS725/10 7x 11'/-11% HU412--2/_ HUC412-2 14 12 7% 11% 2'f Min i6-i6d 6-16d 1345 2380 2685 2890 2050 2375 2490 19, L12, F8 19' F23 T/e 7% T/ 11% 9 10% 2% 3%. 4 Max — — 2216d 30-16d 56-16d 8-16d 10-16d 20-16d 1795 3735 5045 3275 5635 9600 3695 6380 9600 3970 6880 9600 2820 4835 8255 3180 5480 3425 5110 HHUS7.25/10 HGUS725/12 8255 8255 7x 14 HU414-2/ HUG414-2 14 12 73S TVe 7Y 7Y 13% 13% 9 3Mie 12% 214 2% 4 Min Max — — 20-16d 26-16d 30-16d 66-16d 8-16d 12-16d 1D-16d 2216d 1795 2695 3735 5515 10100 2975 3870 5635 10100 3360 4365 6380 3610 4695 6880 10100 2565 333 4835 8685 2895 2895 5480 8685 3110 4045 5910 19,L12,F8 HHUS72 O HGUS7.25/14 19, F23 8685 7x16 HU414-2/ HUC414-2 14 12 Tib 7'% T/ 71/4 1234e 13'b 234 13% 214 9 3Vie 4 Min Max — — 2D-16d 26-16d 30-16d 66-16d 8 16d 1216d 10-16d 22-16d 1795 2695 3735 5515 10100 2975 3870 4365 5635 6380 10100 3360 10100 3610 4695 6880 2565 3330 4835 8685 2565 3330 4835 5480 8685 8685 2895 3760 5480 3110 4045 5910 19,LIZ F8 HHUS725/10 HGUS725/14 19, F23 19' L12, F8 19, F23 8685 2895 3760 8685 3110 4 445 5910 lx 18 HU414-21 HU0414-2 14 12 71A 13% 71A 13'% 7'/ 7% .1234e 2% 2A 9 344a 4 Min Max — — 20-16d 26-16d 30-16d 66-16d 8-16d 1795 12-16d 2695 1D-16d 3735 2216d 1 5515 5635 10100 2975 3360 3870 4365 10100 M80 10100 3610 4695 6880 HHUS7.25/10 HGUS725/14 8685 7x14 To 30 For additional hangers see HGU/HHGU on page 107. t' y See footnotes on page 105 MINIMUM GRADE OF LUMBER a Top Chord 20 SYP J2 SPF #1/#2 o'r belt■r Boll Chord 24(+) OR 20 SP #2N OR SPF #1/#2 or better W*by 20 SYP #3 or bolter (+) -U3 MAY BB RIPPED FROM A 2xe. (PITCHED OR SgUARZ (so) ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS, WOHI (2) IOd BOX (O.I30" a 3.6 waLS TOE -NAILED FOR MotMotASCE 7-10 fI PH lRND. MEAN HEIOHG ENCLOSED BUILDING. EXP. a. REWDENCIAL, WIND To DL-v PSF. OUT ERFRpOM 2x6 OR LARGAS REQUIRED 4'-0" Max yy2,I 2N4 Max W—IJ"MQx SpaCln 20'-0" Max (**) SUPPORTING TRUSSES AT 24" O.C. MAXIMUN SPACING, SOUTHERN TRUSS COMPANIES hlip//`wr:.aUun4urtmn ED E=,k i I UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1>t4 'r"-ONCE, e0R LENGTH OF WED. VALLEY B, BANE BPEDnE9 AND 4RAOE OR 00-6 • ATrA "' WITH Ud BOX (O,t79y,2.B NAILS AT F OC, OR OOHRNUEUS LATERAL BRAOINO, EQUALLY SPACE, FOR Y OAL VALLEY W&PS GREATER TWIN V-9"- MAXIMu!A VALLEY VERTICAL HEIGHT MAY NOT EXOEED 12'-O", TOP CHORD OF.TRUSS BENEATH VALLEY SET MUST BE BRACED WRHI INIhhUlX A ACHED, MTED SHEATHING APPLIED PRIOR TO VALLEY TRUSS PUr'iUN3 AT 24" Do. OR AS DT♦}ERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN BY VALLEY TRUSSES USED IN LIEU OF PURUN SPACING AS SPECIFIED ON ENGINEERS SEALED -DESIGN. N (,,#)bRUSS ENEATH Tm1rETMVALLEY 19 MEA�9Unp ALONG TH. SLOPE OF THE TOPFCHORD. (40) LARTOEEROSPPD 12FAI DE BUILT AS LONG AS THE VERTICAL HEIGHT DOES DOTrOM CHORD MAY 6E SQUARE OR PITCHED CUT AS SHOWN. VALLEY G (2) 12d SQUARE CUT (*$)TOE NAIL BOTTOM P RD VALLEY - Erection hit nar inns It Woe regs qnd 371Wninol P. E111ko for Port Plarce Dlvlalon 28y0 H KInGt to hwoy, �4Y81 Fort P(�rot, FL (eoo)zsz-sea, (772�484- 4IBa Fax: 772 3 B- O7B Timm am Thua no it rpuigad on , �• • r Uon la CUT HORD W2n Wtn OPTIONAiL STUB OPTIONAL HIP END VERTICAL JOINT DETAIL w cI r- r7 T r, 4,co U not Iho raspdnffli of IRO,+ designer, plat* DO persona oragnqg lruesw art taulWned I* w areellon brocina nhich Is alaapa raq*ed Ia PI care . FRAMINQ TO LL 20 20 PSF TO DL 10' 16 PSF BC DL 10 10 PSF 80 LL QO 00 PSF TOTAL LOAD 40 46 PSF dlNellOH rxm 1.25 1.26 SOUTHERN TRUSS COMPANIES Mtp//m,m..uthantm...mm ------------ t�t- e" Group 5psalea and Oradae y$IJOpA_ f 1 de 6lr poaH 1. a REFER TO CHART ABOVE FOR MAX t#ABLE VEFRICAL �N[Trii EncUon bracing le not Iho nsponagV or INae designer, plolo manu(acluror nor Inge lobrlcolor, Penang erealing Inrssee ore coulloned to eealr proiaeelonol advka ngarding ereaAon 6reeing which le alwoye nqulmd to prevent lappling tmd dominoing dduring enogsn; and permonenl bncind ;ihlch muy to mqulmd In Fort Pierce Dlvislon ap8citlo gpphCailgne. Sae 'BC51—di 5ummory eheel CQmmenlary and reeor�man- Ma;timun Total Load 6l) P5F 25tr0 N. Mny® HI hway, dggone tar htmdnng, Indamng & bracing metal plats espneeled Bond inusee (fPl). Fort PlePea, rt �4es1 j�BBq 10 be encled and foslenod In faelened (n o ebalghl and pplumb prsillon SPACING A7 24" O.C. (eoa)aaz—asoa ((77z)484-4180 xhen no sheegn le o pgad dinclly to the top chortle, Ihay aholl ba braced as Fax:(77z)ste—oats soacdled on IIIB PNB71 Sealgn. TNBBeB eltap be hundlo xllh reaeanabla gam during -Fy ic�Rl Rigg 'C-ac:k � Qi MINIMUM GRADE OF LUMBER Top Chard 2x4 SYP #2 or better Boll Chard 2x4 SYP #2, or better Weba 2x4 SYP #3 or bolter REFER TO SEALED DESIGN FOR DASHED PLATES SPACE PIGGYBACK VEIMcALS AT 4' OC MAR. IS A DIVOM CHORD D SPLICES MUST BE STAOOERED SO TRAT ONE SPLICE ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE B0T10M CHORD 19 OMITTED, PURLIN9 MAY BE APPLIED BENEA 7H TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DE91ON FOR REQUIRED PURLIN SPACING. THIS DETAIL. IS APPLICABLE FOR THE FOLLOWING WIND CONOMONS: Lea MPH WWI). 30' MFAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN ROOF. 1 MI. FROM COAST CAT 1, EKp a. WIND TO DL-5 PSF, WiND BC DLr. PSF 140 MPH WIND. 30' MEAN HOT. 60 ffN 10 WIND 3EDD BLDG. PSF, WIND BC DHL�EP9F Hour WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 10 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND 007. LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR H 1B09 LENGTH OF WEB MEMBER. ATTACH�WI 6dNAILS AT 4" O/C JOINT TYPE SPANS UP TO 30 34' 38' 52' A 2x4 2.5x4 2.5x4 3x5 B 4x6 5x6 5x6 5x6 C 1.5x3 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 *ATTACH PIGGYBACK WITH 6"x6x1/2" COX PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES U 4.—v" U.C. MAX. SOOTHERN TRUSS coMpAraiE5 \^/ cs s^ V—i T r--1 1=—; Erection bracing is riot the responsibility of hose designer, plate momdoclurer nor hues fabricalor, persons erectingp Musses are cautioned to seek professional advice regordmg erection brgdng which Is always required to prevent toppling Fort Pierce Dlvislan and dominDkrg during erection; and permonenl brechrg which may ba requked In ZSP a ce HI vi specific, applications. See SI—Bi Summary shoal Commentary and recommen— Fort N.KIPierce, FL �hwo dolions for handfmg, insiamng & bmcfng metal plate connected wood bones (IPI). (000)232-0508 (772)464-4160 Trusses are to be erected and foslened in fastened in a straight and plumb position Fax:(772)310-0016 where no shealing fe appried dlrsclly to iha lop chards, they shall be braced us specified on the 1 design. TNsses ahaR ba ondle with reasonable care during uftu n to prevent dare qL "�C C Maximun Loading 55pof at 1.33 Duration Factor 50paf at 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING AT 24" O.C. SCAB -BRACE -DETAIL ST - SCAB -BRACE I I � Note: Scab -Bracing to'be used when continuous lateral bracing at midpoint (or T-brace) is impractical. I Scab must cover full length of web +1- 6'. I *** THIS DETAIL IS NOT.APLICABLE WHEN BRACING IS *** REQUIREDAT'1/3•POINTS OR I -BRACE IS'SPECIFIED.' APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d 1,3"X0.131'1 NAILS SPACED B"O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB., i i I i I MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH=•12'-V' 2x4 MINIMUM WEB — SIZE -SCAB BRACE MINIMUM WEB GRADE OF #3 i I I I Nails\ � Section Detail 'Scab -Brace Web i Scab -Brace must be same species grade (or beffer) as web member. T-BRACE / 1-BRACE DETAIL Note: T Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / 1-Brace must cover 90% of web length. Note: This detail NOT to be used to crfivert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T Brace size NailSize. Nail Spacing 1 x4 or 1 x6 10d 8" o.c. 2x4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length -of:-Brace / 7.-.. (On Two-Ply's.Nail to Both Plies) alternate -position WEB Nails r _ Brace Size for One -Fly Truss Specified Continuous Rows of Lateral Bracing Web Size ' 1 2- 2x3 •or 2x4 1x4 (*) T Brace 1x4 (*) ]-Brace 2x6 2x8 Nails mot' k } SPACING Web Size 2x3 or 2x4 t 2x6 2x8 ix6 (*) T-Brace 2x6 I -Brace 12x8 T-Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing 1 2 2x4 T-Brace 2x4 I -Brace 2x6 T Brace 2x6 [-Brace 2x8 T-Brace 2x8 I -Brace jSection Detail T-Brace web alternate position Nails Web I -Brace Nails T-Brace / [-Brace must be same species and grade (or better) as web member. (*) NOTE: If SP webs are used in the truss, -1x4 or 1 x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X bracing material, use IND 45 for T-Brace/I-Brace For SP truss lumber grades up to #1 with.1 X_ bracing material, use IND 55 for T-Brace/I Brace L-BRACE DETAIL Nailing Patter . L-Brace size Nail Size Nail Spacing 1x4 orb 10d anD.C. 2x4, 6, or 8 16d 8" O.C. Note: Nail along entire length of L-Brace. •' (On Two-Ply's Nail to Both Plies).• VVE Web Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover MOW of web length. L-Brace must be same species grade (or better) as web member.. L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1 x4 *** 2x6 US *** W 2x8 '** DIRECT SUBSTITUTION NOT APUCABLE L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 ,2 2x3 or 2x4 2x4 2x6 2x6 *** 2x8 2x8 *** — DIRECT SUBSTITUTION NOT APUCABLE. Southern Truss Companies; Inc. Truss: Al Hi 2590 N. kings glway ProectN ame: 145243 SOUTHERN TrmDc:Mgncr. dh- TRUSS FcrtPierce, Fl34951 Date: M/2018 100.17kM Canpowdsoldnr>— CGMPAN IES (800) 232-0509 (772) 464-4160: (772) 318-0016 Fax Page: 1 of ]i Thiss VerSa>; 2017.7.1 [B1nM 2) MalcrialDatabase velskn 1565 Span Pitch Qty OHL OHR CANrL CANER PLIES Spacv7g WGI'/PLY 4240 5/12 1 04M 0." 140 w 1 24in 2021b3 42-0-0 6-10-15 6-0-3 1 7-4-14 7-4-14 6-8 fr10-1b 6.10-15 13-7-2 21-0-0 28-4-14 35-1-1 5x6- 5 I 12 12 5F— 5 3x4 / 3x4 \ 4 6 3x5 / 3x5 \ 7 d' 1x4\ 1x4/ 8 4 2x10 2x10 j 5x5- 5x5- 1 B '12 15 14 13 11 10 3x4 - 4x4 - 3x4 - 3k4 - 4x4 - 3x4 - 0-0-0 0-M 1 &2.6 7-10.6 7-10.6 7-10-6 &2-6 1 &2.6 174}13 24-11.3 32-9-10 41-0-0 2 Loading General CSI Summmry Deflection L/ (loc) Allowed L-d 0-0 B&,Code: MC20171 TC: 087(56) \StaL 06a 1068 (12-13) L/180 TCLL: 20 TPI I-2014 Be-. 0ffi(10-12) V6 U_ 026n ' L/999 (12-13) L/240 TCLL: 7 RepMlrinma.4: )Es 9Vth: 074(5-12) n-m 0.17i, 9 BCE 0 ROL: 125% Cmpfi ,Y-2D CO B: 10 P§e0ffffi(Jr¢7(Y14g1" (1:4-12,1-9A) (2Do31311) (10-11.1.1022) (4111 1372) (500313A) (60031372) (71041,140?.2.) (80-0313,48) (9A-121AA3 (IODQ380) (IID-01-0D.) (12043-M) (I3D0}ADJ (14402-0A) (15"3-M) Reaction Summary .Tr Type BmGO bo fta1D Wdb Mal IWBmW* M-Rd MaxG—Upa MaxW4dibldt M.LB& MaxFbta I ifi(Nil) 1 8a Ca Mashy 3DOa 1(411s - 1886s l886s -1286s 9 HM(Rb� I Sa Cm Mamy 3DOh Ifi41 ft - -693bs -Mbs Obs Material Summary Bracing Summary TC SP(A SC6-M13)M,4 TC&aag 3mhdorPxisat2hQAai,de5gnby0has BC SP(A13�5-3013)S82x4 aty[ BC&ad4r 9,mfiador}btireat411AAef de$nbyCJ- 11-14 SP(A1S]:2)13)N22x4 W.bs SP(AL935-2012)02a4 Loads Summary 1)71,i;M1.Sb-ds0utdforfcdratd a 100bal—duudMl dpledadbads 2)7bi;—h.bmdsipWforkdfasofa;dbad;in.=rdumv•SM7-10,4krot,.:g—der,al:aelwmpnw;ae .ecAuys lceb &x.�a.gaynp=1Do>aaalBug U-404G4733%b-15%' tbE,dZ—Tn..�xs,e_ad.,bax63ff�inar160,OCZ—Wdb40 3)Mbirmnaegearcbad:gnaav,4rm i,TBCTeI,r1607.1 humb—ppid Member Forces Summary Tbbi,dcaeMmbcMmm(:SS(,maxaxelfoR,(maximW.f= ddraoufianmaxaxalforco TC 1.2 0.742 3625bs 4-5 0869-2fi27bs 6-8 0.791 -Wbs 24 a791 3406bs 5-6 0869-2627bs 69 a742-36251a BC 9-10 0474 3,293 bs (40bs) 12-13 0.754 1,9766s (-766hs) I5-1 0.474 3j931c (1,5WW) 10-12 0.851 2646ba (-1198W I}I5 OffiI bs-1197b0 _ \1as 2-15 0135 4Mbs 5-13 0037 8356s (-382M) 6-10 0306 635 bs (-281 N) 4-15 0" 635bs (-�Ib�) 5-12 0.737 8351. (-382�) 8-0 a135 �bs 4-13 0620 .718bs 6.12 0670 -718bs » \\�`�tt1111I1��rr 2,\b,«adH�«a2k aadlp l �e�dp>skamax�pa.�dd�pdae�d�d�aammp�a�> 11.(�-I).DdMJ--b„ WhA1�1D„1. �(V},—, IGENS • ,! i� 3)Aquaiyomolfaar,Cq=IDO,hssbanappLdnkpbehealr�riadepptvabsas,pafdlykTn,sMaw6mvcpaAl9/IN 1-2002Sabn242 4)Liwd-dupifi.dnbanA.MWFRSQ,yb.ft = PE 760'51 i ST��AT� iO <ORID s'9/ONAL ENG\��\\\. t� TUnLEA¢yyddtcM®,¢elbefumii,do4ra�nmoemr.7hed,ofh'si,dr,�aln au�dondsgnaieenndramwssppEttr�•kTnts:Mandaneand is,gm/iwmaaq anioanpl,er$ofk:,fmmeonsafafitykBuiLg M.�y $rjan B1 ILA,e-A�Imhsdrau�a�gampermofpofa�ralaganrigrgnrabTiy�HyforMusoxipomnda�,9oan:ai,em�elagesridk^impuenirdomaia,&GmaaITS6"{egefuaddmralafumauonAlaxvxnrphesSalh �' RpNTeMiIII�•S(IlpbTl$pflg-TCCflnp]r1y11Cf,a03Yda112NtIFJ%2762.AID)rvl�phL581YX1�„$GV114IC�xSlrldpliGSDL6f0Uid�a=I$�WY'}Ii,dCf68Il lSgdll�,bRafS%IY Yltidlad 6SI,�ItLfOr1IS)'}l�epltt Zyp1y 1E�R R34951 Southern Truss Companies, Inc. Truss: A'2), • 2590N. kin Ifigh%va Y Pruj=Ndme: 143243 S OUTHEIRN ThmDeagner. dtx Cmlpa3ettSoll>basO7 TRljgg Fort Pierce, F134951 Date: 611IM18 10so-17AM T7uz9 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10f1 Versiox 2017.7.1 [Build 21 Material Databaseuasm 1565 Span Pitch Qty OHL OHR CANEL CANER PM Spacn WG77PLY 4240 5 /12 2 00-0 C-0-0 1-0-0 10-0 1 24 in 200Is 42-0-0 r E70.15 6S3 570.14 3-0.0 �570.14 6-6-0 6.10.15 6-10.15 13-7-2 19.6-0 22.6-0 28� 14 1 42-0-0 5x6 HS 48 / 5x6 HS 18 % 5 6 12 12 5� �S- 3x4 / 3x4 \ 4 7 4x5/ 4x51 3 8 C' 1x4\ 1x4/ 9 , 4 2x10� 2x10� 0 5x5 _ 5x5 - 1 1 0 T16 15 14 13 12 3x4 - 4x4 - 3x4 - 3x4 - 4x4 - 11 3x4 - 0-" 0-0-0 1 B-2-6 7-10-0 7-10.6 7-10.6 8-2-6 1 9-2.6 17:6 24-11-3 32-9-10 41-0-0 2 Loading General (St ection L/ (loc) Allowed Toad (p4) BBgCodc 1BC2017/ TC: 085(45) V M. 059n Ll781 (13-14) L/180 TC[L: 20 7H 1-2014 DC: 085(II-13) %b LL. 025u L/999 (1314) L/240 TCIL: 7 RgtMhrT— VSImb: OW(4-I4) R-OL O.I7n 10 BCIL: 0 am: 125 % OapTam Y.-2D BCII: 10 AaeOff—(J-OCxk& (14-12,I.941 (20-Q113A8) (30-1,14T) (4¢0}-132311 (SD-3yIQ14J (6�41�-IQI4.) (7D-0j-13�2) (MVJ-14r72) (90.0313.A4) (104121-9D3 (IID438A1 (12602-0J11 (13D03.80) (140-03-Sal (ISD412-0D.) (1604340) Reaction Summary /f Twe &aCombo BsRu4dh Matrel R4dB.VAM M.Rm¢ M.2!!Lb51! MaxKidT3s51t M.LIM M.Hrk 1 Rs(VAQ I 8u CmosMaswy Mi, I619Fs - -Mbs 1B8hs -11965 Wr) I Sn Co Maswy 00-n I 10 H"C3(19h - 981s .698rs Olt Material Summary Bracing Sunm my TC g(ALS05-2013)K12s4 TCBra6g 9mt4 wspc3-6:70(p0 BC SP(AL906-2013)SS2s4 _qt BCBs-e&�e 9smiseiorHeLset4100,AaFde;p�bydwrz 12.15 SP(AL9CK20I3)f22s4 Rths SP(AL935-2012)t02x4 Loads Summary 1)Th-srusslsashmsdagr�(afndfas8xt IOpALmndvxdks bl d*d6adi d ddnniipY l6omphNma4E�awCRd!'Enivd.Cs6hFiV.> n8Q4 YRO-I�. r> 8 �L,]hD U..4 ft.473mi�dfuhdfe T.f ,badsn ,& LSns40fls4733$h�151(1•itEd2u.eTns liiQceds�mio1e�17Qr160.007metYdh4ft OCZ—Wdf,4 , 3)Wnm.—Mfage.mb.mi,w da.—ihTBCTabt1607.1hasrot6msaps[sd Member Forces Summing®bbidre�MmbclgmaxC9,noxuulfaq(maxmmpcipa fddfeet(mnma:aselfo¢) TC 1-2 0754 -3,5M bt 56 OB74-211131s 9-10 a754-35711. 24 0.768-3,521s 67 am-2,570Is 4-3 0848 h 7.9 0.768 -3 h BC I611 11474 3246bs (-;tb,) 1314 0-774 ]y%h (4MU) 161 0474 3246tns (-IAiibs) 11-13 0851 bs-1?b21s I4-16 0851 259Obs (429Ee) - 11lbs 2-16 0.137 -4151s S14 0545 777bs (3571s) 7-11 0308 642bs (-2831a) 416 030E 642h (-2811s) 6-3 0545 777 hs (-3571s) 9-11 0.137 -4151s j 4.14 0671 -7071s 7-13 0671 .707 bs Nam 1)7Ndsgn ctaW-MCE7-10as.r—Wlyh277Fkid,&ftcb& ` VErVnv\ � �� � `�� �/ 2)Vnf3tard}trzOtaMxwimLvdlnscmuldd4af�ssd wFcksdplsimspmmpmasofddlnmAxbdmdhaQmnpdas12f1IL+(F:o-I)sLldi Qiie®rdaria:abAT9/IP11. �� / 3)Aq-kymm k=,Cq=IDQhasbmap3dbiq,bkb aln6u=&*wbsasq�efdb)b T=MamAa MA),SnM 1-=Sawn2AI. f PE 76051 l 5)I:mda;dsyiBtnaauslavlmMWRtSOdjbaSng — r ram= �d ` STATc ` .lH i T (ORj©P�\�`�\ ��l!lI111�� TTR7CE/mpyofdfshgn9slbefianiidohanionaxvamr.77ed:-gnoflfsidi,8altsss'sht�mdaeastd rapirnsmss;g4dbyhT aMandanma.dtdassq�mlramwy andoxnplasmofheisimreemafoAtbyhBadi'.g Brian dy Lk@scA�lmhisdawtgiidmea¢�enzof'pmf�u•legismigs�omisTyslMyfairn�¢mpmaadagndpanSz4emscpagadh'7nmasanlnfms¢rtn&G.mealNxs"{agefaaddmai'dmremnNmuvrmrpbeshalbe T-ET SnnE.hRAC masadamsdbySmpvnSla�TeCmq�rylncnaaadaswaidsE4t-2762.AImrrs�rphsert20gas�rsml$tr. Fdpheme-sfohroadbye'IS"uh'dsiidmean IS gorSCIS,uh3i isTwetah�soe�n ISgayzphe 2590H1:rssFTdrAPFr¢Fl34951 Southern Truss Companies, Tnc. Tom: A3 2590 N. kin Hi uaY Pr4cct wm: 1452ESOLITHERM ThmDeigner: f Ctmt 12ASOI60s— TRUSS Fart Pierce, F134951 Done: &W018 1030:18AM Truss cQ11AF Amr=S (800) 232-0509 (772) 464-41.60 (772) 318-001.6 Fax ION XLrsim 201711 PuRd2j Material reta6ese va.% r 1565 Span Pitch QtY OHL OHR CAW CANrR PLIES Spacing VWGT/PLY 42-M 5/12 2 000 ON 140 1-0() 1 24in 207Rb 42-M I 570-0 53-5 6-4-11 7-0-0 I 6-4-11 SS5 510-0 ' 5-10-0 =1 24" 30-10.11 362-0 ' 42Z I 5x6 \ 6x6 - 5 6 12 12 5F— --�5 3x4 US / 7 3x51 9 3 8 <41 1x41 1x4/ 9 .q 2x10� 2x10� 0 5x5 - 5x5 - 1 10 T16 15 14 13 12 3x4 - 4x4 - 3x7 - I 3x4 - 4x4 - 11 3x4 - 0-00 0.0-0 1-0 7-9-0 8-9-0 7-0-0 8-9-0 7-9-0 1 8-9-0 17$0 , 24b0 33-3-0 41-0-0 2 Loading General CST Stmnnary Deflection U (loc) Allowed L-d Od) ftca&: FBC2017/ TC: 076(4.5) 3MCR ask, LrM (11-12) L/Ig0 TC1L: 20 TPr 1-2014 BC: M(14-16) 1MFL• 02Sh L/999 (1314) LfM Tm.: 7 RepMbn+.Aa• rTY. Vffi: 029(7.13) HN.OL 0186 10 BCL: 0 DOL: 125% C pFhw,V-20 BCO: 10 Phe0lrsas(JrLIM1g): (bt-12,1AA) C26A3-13j6) (30-11,1-1OX4 (400313,22) (50-1111,M) (kId238A) (70011322) (MI1,1-I0A) (9B031336) (IW2.1.90) (I10AM) (12002-0A) (13003-80.) (14:1-12341A) (IS=-OA) (160M-W) Reaction Summary Jf Twe Br992M o BO;VVdA Ma I R4dBr¢V.Bh MaxRe M=QavtW M.V"Lbbd M- bm Maxrbr¢ 1 Pb(llhn I 86 Cm—M.M y 300h is - �88 hs -mbs 107bs 10 HTbb(Vbq I SA CmoaeM—y ION,ty9l bs - {ggbs .40 bs Ohs Material Summary Bracing Summary TC 5P(AL472013)922x4 TC&.ix 9-trdar%*4 2.74M dogpby%f BC SP(AL9]i2013)%2r4 exs�t BCBmng. 9mt da RA%w4$4Aafad.s nbyCh- 12-15 SP(ALSC620i3)K22c4 V.Bs SP(AL905-2012)11334 Loads Summary I)Thin h.b-daodforfrdf.".OIOpdb.wdxxdkxt.dpixdadbads lra/edZ—Tn dlad.h .CCZ wirgasrdfmli¢t 160m�uti,aKEtprmxeC,PoyFi,dse�CshL+ApBu2fgB�tgsYH(t=10O),O„aslBl� D) 40fsshesh Ah-15 Uas40ihc4733ffh�ISfiNxF�rd7neTmgiidredadr�ddaedDC7[rI60,OCImeWdAafl d.d,.,,U. OL,TA 3)M'ri,—=.g.&badngi,e.d3n=ATBCTabr1607.1 hasmb..ppW Member Form Summary ribhidrnQMmbcTgmaxB,maxaxhlfaq(maxmmp.fa¢ddiiaartfiommaxmbtaa) TC 1-2 0536 -3j59 Fa Sa 072 -2258bs ¢IO 0536-3,t596a 2.4 0664-vffift 67 0761-2,,aft 4-5 0761 -2469 hs 7-9 0664 u BC IO-II 0509 V41 bs (-1,729bs) 1314 0910 22(IS hs (-IA52bs) Ibl 0503 3.241 bs (-1,710bs) - II-13 0$79 7606s-144Ofs) 1416 Offi6 760ha-1439b0 V4hs 2-16 OI24 .352M 5.14 0231 584bs (-NKbs) 7-3 029-754bs 40101 495bs (436h) 6-44 01262bs (b) 7.; (4366 444 0290 -96s 613 0.232 58hs 941 0123 (49465) -351 bs P \ //�/ 1) dew,cba�d..Sas C67-10,damadlyt.M7Rxi7a Ba f gC de Z\\\[[[V}}}� \v E• `U � `\� 2)1MCRand FForzCRarelnenalandhdaorbldfhnYxsdmFrbadpistranpmmpo,raeMddlubndaebd®abut,mmpmdasi]fiLL+(Kc.l)xlkllll:,a®,dariresd,ATq/l'P)I. / \ !% 4)AQ0Awd m ,Cq=100,hasbaneppFdbtrphehbal, wYxsasspmfdbyleTr,ffiManCaoxcpsATH/IN 1-20029mn242 \ l PE 76051 5) ® Ir�aia(C R)rapnAaitvbmmr(s)shoa RowsdQRmavbea't w dagualybmm =DW®Q.RBRA(£ rvatr,a IDa. tsa,d&.9-1bram = DVVFIRiQhbQtCE 6)L�1vdupiRrm�abualmMWFRSOdi'tedr8. t %STAT / .13/0NA j K7I7�Ampyofnc�dsgf,9nitefumdd b bxe� �ramr,Thed,ofhui,dxiial'sbasdmdrj,aeh a,dre4dmnssyph16y1,eTrusMandauasM rdas�entramoag aMmrry,ke,espfheirfmraex,afofilry te&dGg Brian M#76051 y I cAsmlmh'edmwi�idmaa�anmfpof�aaleg�igrcWusbByrsNyforAcb�m59xvrendapnshwn5xfrmapageardhe"impanmldmreion&CmealNxs ingetaeddttml-�,fmraeonAt�vnapA�dalbe I� �I nmrudaoavltySmpwnSio�TeCorgnrq;ln.na�dar,zutlrF9b2762.Nmrv�rphsart�AgaugGWstrsreidphe�e'afobaedtya"-)g"Niii,idiaaen Igpugepheor'�IR;wtidi iidxaeah�xrav,IB�ugpbe - 2590N ' fidsR Fl34951 ` Southern Truss Companies, Inc. Truss: A4' 4 .. "' 2590N kin� uu lfi2b SOUTHERN Y Project Name: 1452- 'I-rualJ�;igcx:r. dhe6c TRUSS Fat Pierce, F134951 Tate: 6/1/2018 MM.19AM CMTor»t SolutioasTM Tams CGMPPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: Ion 1 Vcsaa 2017.7.1 [B1n1d21 Material Database version: 1565 Span Pitch Qiy OHL OHR CANEL CANr-R PUS Spaciv WG ,Jpw 42-00 5 /12 2 043.0 040 1-0-0 140 1 _ 24 iB 2071h3 42-M i 7-&14 7-11-2 1 6b13 4-11 3 r 7-11.2 7.6-14 7-&14 15-&0 21.6-13 26-6-0 34-5-2 42-M 1 5x6 HS 18 - 3x4 - 5x8 HS 181 4 5 6 12 12 5F �5 3x41 3x4 \ 3x41 3 7 3x41 C' o> 8 rb 17 2x10 200 � 0 Sx5- 5x5- 1 1 9 T16 15 14 13 12 11 10 1.41 44-3x4- 3x4- 3x7-4x4- 1x4j 0-0-0 1 6814 7-7-2 5-&7 &2-9 043-0 7-7-2 6-&14 1 7-&14 15-2_0 20-7-7 2&10-0 34-5-2 41-M 2 Loading General (M Smeary Deflection I✓ (loe) Allowed L d (PI) BBgcok: FBC2017/ TC: 094(8-9) VaCR 06n W777 (12-13) L/180 TQL: 20 TRI-2014 BC: 097(16.1) VaLL• 028n L/999 (12-M L1240 Tom.: 7 Rgwbrr— )a Wb: 035(&12) 1-OL M, 9 BC L: 0 001-: W% OWFaao;Ka=20 am: 10 PbeORsespnc7SY ): (I*IZ "A) (21-12,34A) (3041,1-10,72) (40-1342A) (55-12,1 SM (6043AI Ia (7¢II,i-1422-) (BJ-tl31Z2) (9.4-121-9a) (100439.90.) (IMQ-0A) (1200,"U.) (I3:I-12380J (14:1-12340 (15002-M) (16443M) Reaction Summary E Tyx ERCaadn BrRWdh Mawnl P*EkgWdh M.R- M-C-LVMI M.WdLW M.upw M.M k I IjZl I Sn GxxrxMasxry ION, Ij6T bs - -Sbs -698 bs 956s 9 HRaM(waq I Sn C—Maxxay 340b Ij636s - -Mbs -MU OM . Material Summary Bracing Summary TC SP(A15Y2DI3)R22a4 TCB,a&g 9-M7orP k-a3(�Re ddWby0hes BC SP(AL9Of2013)A22,4 BCBrenrg 9iasfiaivAu4set3-90,AvfndeignnbyWcs • Wb SP(A S06-2012)R92r4 Loads Summary 1pr,'ru I-b-&trWfat-T.Mhxb 10p4bot dxadbekndpisdsdbads 2)M,•s h.baad.g,Wfb,f-T-af.W bad;naaDrBa a 7-)0,Jhf fob*S-dfwRpX I60mfhulirmkEtpaveC;FvijF,aYe�CebbFipyBuifrgCatgayBQ�IDO�O.eaiBNg Dim408x4733Qh-150,TLxEd2a TruAN*i edwd>om63 &DMPI60,OCZ.awWdh4ft 3)M'nrmenso-eg.a kba fti,emdarcnwhlBCTabL]607.1 h.smbmiappid Member -Forces Summary >eb ra�M�ab�>gmaxfs�a=olf�(R radar �ax�lra� TC 1-2 0925-3,4566s 4-5 =6-2j09bs 6.8 %1 -2(91 bs 2-4 0907 M 5-60222 .2371 Is 8-90938 •34571s BC 9.10 0971 3,143bs (-Ij59W) 12-13 0.795 ZSISM (-12606s) I4-16 0.951 3,1421s (-If961s) 10-12 0936 3143b (-1�9hd 13-Id 0.T24 Ma 42Dbs) 161 0974 142bs -11B61s) WA. 2-16 0.129 318bs 4-I3 0.152 373bs (4526s) &12 02M 640bs (-245b) 3-I4 0347 -876hs 5-10.1-19IMs 8-10348 -878hs 414 Q199 4904s (-IZObs) 5-122 0.167 67 -3886s 8-1010 0.127 3141s i)Th'sdgn'sbasalaMSCE7-IOassdammibykXl7FtxRaB.15,gCok 2)16tOtWH=CRartlw iiniaMhoreamlddbfo68wbhebedplstwaaymmpu tofddlmmdumdmdlm4am,ndasBOfL+(Kc-1)xlMIIiieavd..-,ih NSflM1. �- ��+-C-j G' 3)ApoByaxaolfios,Cq-IDO,kubexiagidbMphebealrmansdeignv4ixsasspm7idbyMTrusMandeuaapeA13lI1i l-2i1005®m242 \� +,� / �,v �S ��1 i- / 4)Rwdndsauaed,a'rnBauPrn'aaPadnB 5) ® t Irexa:¢(QRlnyuiaiathebwmri(s)dwunRa0.sofClRmwbwhrpa�degaaHtraml,sxB)1rFEQRBRACEFva>maaabCWaMdegarmlba6gss DWEBRErN:CRM - i PE 76051 6)L'mf4idapBtroaixcbuadmMWFiCSOJi'Md^8 I b --'��1 _ C -d STAT 'P <ORIOP'= SS�OIVAL' ///II1V1��� N711�/mpjofdisde$n9r+tbefmnihdbhearmiaxasmr.77edrgmofheidiihulbsg6avdondenatre aMnyuiemwspiFd(yMTrusMandanosardrdaupmtramvag eMnmpla�oftwidarrevrafofibyMBuking Bi3'dDM BI ealdy i]sgicAsaianhcdaairgidatsaarp¢�ufPraf�iYmlalgierigrespusWiysdlyfarMu$axr�omudeigndnw�SsiwmclagrnniM'Imparaivbdormaim&Cma•7Nm �gefarWdm�alniarremiAl�u�rphs9¢Ibe mawfaoxaibySmpeon9ru�g-TeCm�rg{Ircnaa.da�WrL�i-2762.AIaw�rphttare7D�ugSunk�fw�diulpbeme'sfnbndtye=l8"uh'diiSiasan l8�ugepbCorStl18',uhdiidmtsaKghesir l8gargxpbw 2590N f6hR R34951 Southern Truss ConipnWes; Inc. Truss: `5 " 2590N.kin M vtraY l� Prgectme: 1452-B SOUTHERN ThmDl-sL =. d>z, Sdufiorl�n, Fort lierce, Fl34951 Date. &12018 IU_7Q19AM '1'11w COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of:l Wsi=2017.7.1 [Build2) Material nlw7ise tersar W Span Pitch Qry OHL 01-R CANfL CANER PLIES Spacing wGr/PLY 42-N 5112 2 &H Q40 ]-0-0 1-00 1 24 in 201 hls a2-o-o 66.$6-1144 7 I 6-11-2 14 13r ( I 214)-0 I 35-5-2 -0 5x6 HS 18 - lx4 l 5x6 HS 18 - 12 3 4 5 12 T 5� i �5 3x4 / 3x4 L rn 6 lb Y 2xl0j 2x10 5x5- 11 5x5- 1 1 7 T14 tx4 l 13 12 11 10 9 4x4 - 3x7 - 3x4 - 8 lx4 l 3x4 - 4x4 - 0-0-0 1 0-0-0 1 5{r14 6-7-2 7-10-0 7-10-0 6-7-2 5�14 1 6-0-14 13-2-0 21-0.0 28.10-0 35-5-2 41.0-0 2 Loading General (A Summary Deflection L/ (loc) Allowed Lmd (psf) Bugcod= FBC20171 TC: 035(34) Vh GL 067b L/661 (10-11) L/180 TC(L: 20 TFf 1.2D14 BC: 093(7A V ILL, 031 b L/999 I I L240 TCUL: 7 RglMbrl m a Wb: Q75(2-13) Hmzot: 022h 7 ME: 0 DIOL: 125% Cmpr—.Y.-20 BCOL: 10 rbeai�(]sa),'t7xgk 04-12,1.9A) (21-12�3-1,2) (3.61342A) (400,3-8,90) (5¢1,3-12A) (6:I-1*172) (7A-12,1.9A) 000 -sx) (9:1-123.8A.1 (10002-0Q) (110,031Q) (120.0.OA) (I3:1-123-80.) (14003$9Ql Reaction Summary Z Type BeenL. R%e M-1 Rgd&pVAth MaxR— M.G—LW M.X*dtw M-Una Ma H ii 1 Hjgj) 1 8h Cu Ma ny 30Dh 1Agbh - fdObs -Mh Bits w 7 HM(Mk I Sb C.M.a US, Ij51bs - •l68bs -Mh Obs Material Summary Bracing Spry TC 5P(AL906-a113)92N4 Tca.v�, SimMfor%&-a-7Aft fndepby0has. ' BC S'(ALA]i20i3)0220 BCB is F Sx *.dl %ft.-11APaildjsby0haa VAW SP(MSCS-2012)WO Loads Summary 1)Th'sal�hasbmlde fvhedfaEdtm 10p4bodndvdMWpksd dbad; 2)Th'sav$hasbmid�ielfartx.+df®otwndhadsna®rdarm�Ii�7-IOsJ' �hefaim+g�d!frodipC I(AmphulireKFx(KaveGrvlyFidssal,CebbiipBi3iigCat@xyR(I=IAO),QcalBkig Dh.40fbs4733Rh-ISft?,UEdZ—TI.�%Ndhradl.b-6i.eLDO- 1,60.CC2aeWdh4fl 3)10i n— fcbatMi,-.d—,ihT3CTabb1607.1Wmb-appkd I Member Form Summary TabkidoatcMmhci[lmaxCB, mxadslfoq(nmw rycfaxddlfee¢fiom�xarefvv) TC 1-2 0.763-3j026s 34 0853-2y37bs 56 0831-2,8761a 2-3 omf-2S766s 4-5 02B-2937bs 6.7 Q7Ki Fs BC 7-8 0925 1 90bs (-1,7651a) ¢II 0903 2:661s (-13406s) ;y14 0913 3,190bs (-11764bs) 8.9 0913 3.190ta-1.765b, II-13 09M 2-Wft-1339bs 141 0925 3.1901s-1764bs WIN 2-I4 Q103 25M }II 0506 590bs (-276Ls) 5-9 Q193 475bs (-ffiIs) - 2.13 Q754 -725bs 411 3-13 0.193 4751c (-891a) 5-11 0279 -4M bt 69 Q754 -725bs 0306 590bs (-276bs)68 Q103 255bs 1Votec I)Thad�'s�asA9CE 7-IOasdemnEbytir]ll7Ft>tidaAsiiisgmde N, : BL �\ \P—�_J� _ 2)VrsCRasdHazC(Lasdx:vencdardly¢mald9kmossduebisekadPlstcaetpmoryamlgfdiknandaeodmdhsQmmpmlasLllILL+(Itv-ncIlil LlisgoadarcesAAMU(P(1.E 3)AgsaiyoxsolfamyCq-IDQlaclmsapp[tfohyisebenlreasso vaYaasspdsdlryfieTn�MavdavxcpeN•9ffH 1-2DMSin242 f;� i �\C N� 4)T1o+�soedta�agr=IP�rtPmd @- \ 5)13bd.i4gp5ftnsaxsbyad.MNFRSGdyh.li- PE 760rJ1 I X - 3 1 STAT i/�iSS�ONA L'E�G 1J;1(7�Agyyof6i'ad9wlbefvsidsaluiearmnmrraar.Thede�nofimisdvhraltugeb�adrnicgnassasdm}uarcssaq;�SlbykTnasMancandn£sspmleamaaq aMosnpk s�ofheutorrtnun:afgAsbyhBuMg BIjan M. B1 �k)y LBigSrA:mlmhadvuignd L•eogiansofprof®oralmgimi�re�artWysfvMusa>rgvwh�nsixnsrt5a:he¢ncpogrrrdhe'ImpnaseidortreemfiGrnalWt'pagefaadduxulidamacon.N¢m�rpbe�albc ISM �I nnru(avmibySmpem3mgTeCmquoatrc:samrdanxwaiF�i•2762.AImvsearp}eesan:711�ugSwsl�la�edfvlpbesve'sfohmel bya=1Suhih ii7a6an i9geugeph>;aStll$,wlidi iidmaahghced4n 1SpVpbe 2590T1 ' }LA�AP6¢A34951 Southern Truss Companies, Inc. Truss: Ab' '' = • : '' 2590 N. kind Hbgnuay : d B 3®l2THER111 Tr1m --*, L�;g�: Fcrt Pierce, F134951 Late: 6q/2018 10,30,20AM Thin SolutiCISTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: ION Vm- iax 2017.7.1 Puild2] Malelial Ltietah , vefam 1565 Span Pitch Qry OBL OHR CANTL CANER PLIES Spacing WGT/PLY 42-M 5 /12 2 a" 000 1-00 140 1 24 in 201 Fib 42-0-0 S1a14 57-2 64-0 6-4-0 6-" 87-2 S1a14 r 510-14 111s0 17-10-0 2a2-0 30.6.0 I 36-1-2 + 12.0-0 5x5- I I 3x4- 4x5- 3x4- I 5x5- 12 3 4 5 6 7 12 T 5F— �5 3x4 / 3x41 m 2 8 2x101 2X101 a 5x5- 5x5 1 1 9 9 T16 15 14 13 12 11 10 1x4/ 3x7- 5x5- 3x4- 5x5- 30- 1x41 i 0-0-0 1 4$-14 511-2 9.6-0 9-6-0 04)-0 511-2 4�r14 1 5-&14 111r0 21-0-0 306.0 36-52 414. 2 Loading General M Summary Deflection L/ (loc) Allowed Lwd (psn BL1gC3dc FBC2017/ TC: 0.70(4-6) VnCit (171h L/649 (12-13) 1./180 TOLL: 20 TA 1.2)14 BC: 03603-I5) V L- a32n L/999 13 Ln4O TCIL: 7 Rq)Mbrfn 18 Wb: 092(6-II) %.OL (Ugh 9 C7L B: 0 DOL: 123% Cmph,m Ya-20 BCOL: 10 T%e0tfs�(2r¢xY{vgk (14-1;IAA) 21-143 Oil) (301W-A) (4-,3- t) (5-;-OA) (6043$a) (7-.3.9A) (8.1-1434� (9A.111.9A) (100-03881J (11:1.12341a) (12OW-M) (13NU-W) (140W-M) (15:G1234A) (16003-Ul.) ' I Reaction Summary .rr Twe BmCambo BreWih Mehl RgdB2lNih IA-P a M.Q-1Bfa M_Mwtw M_1w MarTbrk I %(aap 1 8h Co Nfamr" 300h i &fs - �68h lB8hs -706e 9 Hm(mp 1 8h Cm Mammy 300n Ij54fs - .698 fs -6981s Obs. Material Summary Bracing Summary TC SP(AMS-2013)622r4 TC&.&g Smt�arTlrisat23gAtind�b/Ohes BC SP(AL4K2013)SS2r4 BC&a&g 9mhdahrisaa94fte depbyOl— Rlb6 SP(.A1S0&2012)032R4 Loads Summary 1)Th'sfeahasb-da0drahedfM&.b 100boe dbrd Wdmd*dsdlad; 2)Tldcew hasbvidr /dforledfmsaEwFdl namda A9(f7-10whhefobxvgr dd'id:pc I60mphoEmaSE<pm.eC,FuyFidsd,CeW�4ip&�igCeegayR(f-ID0),QasfIDig ISss408x47331(h-150.R,EdZ—Tnu5N .r ,dwdim9d.AnffrILO,CCZ—Wdh4ft 3)Mhi--.gcadtrM:gn—d—�iiTBCT.bh1607.1 h mb—ppid Member•ForcesSummary �btiid�Mmm�cs�ra.�Ir�(�ar��r�adafo aa�1r«�1 TC 1.2 0d33 -3533 bs 4.6 06,96 .3381 fs 8-9 0,633-3j33bs 2-3 0.681 -3pI8b 6.7 o673 -2,7566s 3.4 0675-17561. 7-8 0al -3081a ' DC 9-10 a422 3,221 bs (-1,S)l bs) 11-13 030 3j17hs (-I,SOObs) 15-16 W2 3=bs (-1$16bt) 10.11 0.452 32031x 417bs) 1315 0362 3317bs 0801 bs) 16-1 Q422 1 3 Ifs-1310bo F1!!x 2-15 OL458 577bs 6-3 0142 z-Is a4s8 -m bs 6-t3 a14z 350fs (415fs) B. ow -mina 3soTE (-I Isla) B-lo 0.083 217 he 315 0329 Ms (-355h;) 6-11 0921 ali 092I -7I31s 7-II 0329 -713bs 809hs (-355h0..�13 / Traces I)Thl;day�slnwdgMSCH7-loupe' ��ICE�S������/ v7y,a�7rt,aaa&auigcod� � � � � � 2)VnCRwdTlazCRereliewf®IaMFbrvamlddkdpsdtcbivebadpluutmapmrpom4ardrrodmdhad,mopodazDil lS.+(Ka-I)xlHl lIre®rda JiAT6VfW 1. 'Agiahw�IAOp�p6dbtlept+bbealr®nmdagnwi sas�airdb7heTnssMaredanacpcAlHRA1-21025®on242 PE 76051 5)I�Awid�6timmnaFasalmMWFRSOilyksd'g _ ^^��� --'�`C y+ � J 1 X %TATr ` ORl_d x 3 10NA; ,50G TiOfiC6Am{yofh'sdeapnslnlbefiuniJdblrmaonmwamr.Theh�nufh'sidN'delnesulaadand�oabnnd�im:xqp[dbyheTnxaManufadraardrrfaupmOramuay aMampls�ofheidamrKn:afohlrylc&1Lg By.ianMBlcaWy 12xgrrJ,�lonhi;dawigodmsaa$ariaof{mf�aalmg.mr;gnq�on�7ysfgrhnuamrr�pawrhgn�oun5mtiem�c7ngc dfe'7mpavrsbdmraor$Cmoa111tLYpagKoraddmrafnfom¢6nAlmrr�rpbiadalhe &�F'rg't776451 mnndanaeib7Sm(an9org-Tefm�;Trcnarmdan¢wErTSli-2762.Ataav�rpl3sere20p�ml�lrespnfulpbeme'sfolmedbya"-IS'wh"d1 iidcaaan IBgaug�RarSY IS,whih iidusahgha� IS�ugephe 2590RTG�Tid�h T73495t Southeni Truss Companies, Inc. Truss: A7 2590N. king; Highway Narne:1 r SOUTHERN T�DOg> r `ohdusTM TRtiSS FcctPierce, F134951 Date: r>-1r. 18 10-30?1/Jvf (•..,...,....,.I COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pace : 10') I TYLSS ucrsi=2017.7.1 D3602] Ivfatmial Database versa x 1565 Span Pitch Qty OHL OHR CANrL CANER PLIES Spwm_ war',PLY 42-H 5 /12 2 000 a" 140 1-(W 1 24 in 1971bs 42-M r � i 4-9-0 49-0 7-" I 7-8-0 74�-0 I 4-9-0 4-9-0 9.6-0 17-2-0 2410-0 32.E-0 I14-9-0 3730 42-0.0 I 5x8 HS 18- 1x4I 4)t6- 3x4- 12 5x8HS18- 12 T 5— 3 4 5 6 7 �5 1x4 \ 1x41 v V WO 8 2x10I Sx5 - 5x5 - 1� 1 9 T15 14 13 12 11 10 3x4 - 4x4 - 3x9 - 3x4 - 4x4 - 3x4 - 0-0-0 0.0-0 1 Bb-0 743-0 7.8-0 7-8-0 8-" 1 9£-0 17-2-0 2410-0 32.6-0 41-0-0 2 Loading General (St Summary Deflection L/ (loc) Allowed Load (p9) BMgCsde: FBC20171 TC: Q77(2-3) NMM 082h L/567 (I2-13) L/180 TCLL: 20 TMI-2014 BC: Q48(IiL_ l) Va 038h L/999 (12.13) L240 TCOL: 7 RepMbrl—: M am: Q49(7-12) awCHTL oil[r 2L/999 (1-p 2L/120 BaL : 0 nOL: 125% ()s/OHLL• ob 2L/o 2L/o B=: 10 H-C2 0.19h 9 Phe0lfss()iov4w} (1*12,IA¢) (lDOg•13,19) (3:1-12j8,p.) (440}-$90.) (SfFQi41(1) (6d-17j.4(L) (7:1-12j-8p) (8"{ -13119) (9.4121AA1 (IOD03-80.1 (IIDU2-0Dl 112L1218Q1 (13D-03-80.1 (I4'=1 (ISDO}80.) Reaction Summary yf Type Ekg22M o RMapodBrgWh M=PR av MuGLW M-V,MI3ai41 V bel MaxW M.H k 1 Pn(116t) I Su Gx M—y 3DOh I5-gfa - -8bs -Mi. 58 bs 9 H8ol(WM I Su Cm Mmo y 3DOn 1,5541a - -0 is •698Ls Obs Material Summary Bracing Summary TC SP(ALSOS2113)R22x4 aopc TCHamg 3imkdorrittGcat23QP�viidaymmb/Oks 3-5 SP(ALSC52013)%2,4 5-7 SP(MM6.2013)a2.4 BC SP(AL9C6.2013)SS2a4 BCBmvg Sl.f ftR.*b 4-KRr%&*Ay0h- Vffis SP(AL5K2012)OW Loads Summary I)Thk—h.bmidapmlfaf-TMd.010p;f a dindixloo o d®dbad; 2)Th'anb;hasbmh-]i%MEr dZ—Tt dbadsnr.d, ab .b.&DO.lO0.CCZ—Wdh4fttnali4a¢160mphutirmkEquvaeC,RdyEdasi,CebbFip,&d1ig6Qay0Qm1D0),UcatBr�g SYns40flx4733fth�ISt1,11x&d7meT�TiEibadw�mmdebLOr7r IL0,OC7�neWdh4fl 3)M'nmwnsoageau:b3dnghamrcb�WilBCTabk1607.1 hasmhmiapprsi I Member Forces Summary Tab¢MrntrT[Amax(S7,maxaxelfaG(mazmnrcfb¢£ddfeb¢fmmmaxaxelfbaj TC 1.2 DMI -=7bs 46 O-W -4p 8bs 8-9 O 21 -=7bs 2-3 Q767 •3218bs 67 059'7-4f119bs 3-4 0598 4DI8bs 7.8 066 •3218bs BC 9.10 0479 3)366s (-I.111 hs) 12-13 Q431 4p19bs (-2,W4 hs) 15�1 0.479 3)36bs (4010b) - 10.12 0.7 Ibs -I Ihsl 13-15 0.467 2942bs (-IL(IObs) 11lhs 2-15 0233 -388bs 4I3 Q166 426bs (420bs) 7-12 Q494 I,2I7bs (-714 hc) 3-5 QI66 408bs (-26h) 6.13 Q188 .414bs 7-10 0.166 408hs (-26K 3-13 0,494 1,116bs (.713bs) 6.12 Q166 4246s (-MI.) 8.10 0233 •388bs oThcdFgn"atavdmA5C67-Ioas�dammilyM2Q7Ftrida&:HngCnde \\! 1`CL�GENS'� 2)16 CRwAHY CRaret v landhmiz mldihiv &B 4D* ebadpiehmapmngomteddlvundaebdmdleQwaTL*d D:fLL+(K -nxDdL L"namdanmJsAX'SVM1. �` � Vl t 3)Aq�atrymv+dSmr,Cq=IDQhuhmappSdbhephthbalns+med�v4lasas�dbykTmsMamdaanrpsNH11'PI I-b102S®on242 = � \ � 4,AmidmdarmM-aiagebpbc4pvd'nv P E 5)®Indaeoxdnoushealreoa:n(CUt)nyu:aiashelomtion(s)shwnRa�SofClRmwbnd�ati�IdeBevbNhmmd,aDWEBCIRBRACEForalmbwesbQAsa�ddagmlhavmga "1 7� 1 .—�, y T7) D WF23RFLI WE 6)L-dwdxbWK—h.A. WFl 0*b.&& /�1a 1 !' I = STAT ORID ss�ONAL KRICEAmpyafh'ad�9mlhfianAiadnt cnn .Th��.M: Sdialin lmd,tpabeardrq im .VpCdbykT—M..d'aaarbdrtfi.tV t amwq M-91--- k:dam'6n�farhbylxBuN'ng Brian. B)P2l [hCne'A�lmffsdawvgidmaaagiomwrPof aa1mF^m*�8� ' '�ifafetsb;mnpnvadv dUw�Sxlr•m.cpogeard he"Impntutidmnaem&.GmxITM'pageforaddioalidamok�rtAlmmbnrphe;dalbe Snn&g mamdaaveibySmpvn3[.g TeCmga�tlanao>xdarixwEiE4t-2762.AIoxrmrpbesn�e2Dppugev�fr;�m3adpheveifdu.Mbya=lSwhih'a�da6an 18 ;or5tliS;whdind Bel parson i8paprFihe 2590N ' RR%-A34951 Southem Truss Companies, Inc. Truss: A8; 2590 N. kings HiJiway d 33 SOUTHERN Thnsc(I�alrte: �iRUSI� Fat Pierce, F134951 Dater MOM 1tr3o-21AM Cta� TM COMPANIES (800) 232-0509 (772) 464-416Q (772) 318-0016 Fax Pag: ) or! Thin man 20)6.113 [BuDd 10] Material Dratatrase uersia . 1564 Span Pitch Qty OHL OHR CANrL ! CAWrR PIS Spacing wGT/PLY 42-M 5 /12 1 ON 00-0 140 140 1 24 in 216 N, 42-0-0 t 1-0-0 121 6-9-0 6r9-0 6.9-0 6-9-0 6-2-0 14-3-0 21-0-0 FM 34-&0 40-8-0 42 I 3x4 - T12 Sx8 - 3x4 - 5x5 - 30 - 5x8 - 12 5� 3 4 ,6T 4CP17 e 4 3x7 / 3x71 5- lil 3x08 8 3x5- 9 T15 14 13 12 11 16 6x6- 5x7- 3x7- 5x7- 6x6- 70 1.5x5 1 1.54 0-0-0 1.4-0 121 6.9-0 6.9-0 6-9-0 0-0-0 6-9-0 121 1-4-0 14-3-0 21-0-0 27-9-0 34-6-0 42 Loading General cg S►munary Deflection L/ (loc) Allowed toad (p-0 lftCode: TBC20171 TC: O69(2-3) VnQb 0891 L/524 (1113) L1180 TCLL: 20 TPI I-2014 BC: 099(12-I3) V U-1 0.44n LIM 13 L/240 TC13L: 7 PpMbrT— Vs Vlb: 094(941) CadcRTTL Q04nTP 2L/565 (9-9) 2L/120 BOLL: 0 DOL: 12514 QmdcFlL OD2ntP 2L/999 (9-9) 2f./12D BM , 10 H-CR 016n 10 Pbe0ffsas(Indti'tJvq (1314)-3p) (2d-12�11,12) (37-1238Ji) (4:1-1238f1) (SD412-8,0) (ri1-17j-8R) (7:1-123-8A) (8:1-1231,14) 143•I4]-3D1 (IOD83Q901 (1140.350.1 (1730.243D) (13D423410) (143-02$0) (I50-03-80.) (16D8.'i090.) Reaction Summary )r Type BrRCombo M Vl14s Mabel %ABmWdit M.P.. Maaa.yI l M-IAWEW Maxibl6 Maxib¢ 16 Pn(vViq 1 8n Ca Mwq 3DOn Ij546s - -/981a 6986s -466s 10 MU(%I) 1 8h Ca Ma." 3wi, IWft - 4M hs 6986s obs Material Summary Bracing Summary TC SP(AL90L7D13)422e4 u�x 7r-&. : 9m15dorAaiaasb9A%is&bnby0h- 5.5 q,(x335-2013)SS2s4 54 54(AMS-2013)SSN4 BC 5Y(AL9762D13)#22a4 BC&a8g 9-t dmP aisat3-104P f dagnby0rs Wbs P(AL90S2DI2)932x4 Loads Summary 1)Ttaasaslnsbmsdeiydfbd. faEdeb 10p4bpamdvd5.b dpicdWW& 2)TIe. sl sb—detdfm*mTa ofmidba&mamdsn¢ssis.49M-10,Atefoba:*u Mvd:pe 160mphuhnatE:pweFJjEd3gACebbgp,BalfrgC9e4vy3(I-IDUOvdBrfg Rrs406s47331th-ISAWErdZo TnknN wa4cbmmdedDOLp160,CCZa Wdh4fL 3)Mifn a mmgm&ba&gisa=rdanmihTBCTabk1607.1 hwobmlapplel Member Forces Summary Tdkid®ssManbclgmmsC9,maze,®1fp�,(na,vsttyr.rpi¢addfamKmnmaxa�uorae) TC 1-2 046S -404Fa 4-5 054I -4,Wft 7.8 0684-2,715bs 2.3 0688-2,7141a 56 0541-4j689b, &9 0467 405 be ' 34 0A32-3982ba 67 0.482 BC 9-10 0458 423 bs (.237bs) 12.13 0937 4051 bs (-2,7(166s) I5-16 OL458 425bs (-Mbc) - 10.11 0458 425bs (-Z371a) 13.14 0987 4MObs (-2,1996s) 16-1 0458 4252a (-Z196s) I1-12 0.M2 24426s -1 156a) 1415 0702 441 bs -1 hs) I 1111I I'f Vlbs 2-16 0339 .1390bs 4-I3 0353 769bs (-3416s) 7-II OD61 192 bs (496s) 2-15 0917 2X9bs (-1,I061a) 5.13 0114 -363bs S1I 0938 2J30bs (.1,130hs) 3-15 Oft 189bs 6-13 0368 769% 8.10 0339 (1 \��\ �\ Nl . B� \� (-796s) (3286s ) -I�Wbs 3-14 0697 1,7151s (-9576s) 612 0.193 -a]U 4-14 0193 621 bs 7-12 0rP 1,715bs (-9&b) \ 1)IT addsbbaadmASCE7-10m f—dhy 207n ida&ddngc.& X!-�� \ ' PE 76051 2)VnOtandHh CR&rete-fin land hos IdridvadebbebadplalmMam;—ofddk�i.6 sdmdted,mnpmlasibl [L+(1,'a-I)<LdlnlJ—d—AAlaM 1. ; 3)13shbddplft—lx320p, 4)Aq.iWm*.[ ear,Cq=ID(tlasbanappralnhepbebmin sab.q.Tdbyt.T—M—damape•MH11W 1-70028ein142 1 1 3) PovdmdeasvtsAanagebPa'exPa'D1B. 6)®isdmca�tienahealrcra:u(CIA)rquia5athehaem(s)dgvnRo tofClRmu9trsda(wdydagmvlyha�aDW®QItBRACEFnalmaisabCIRsaiddagortnthaasga nwFaCFanlu+ff — -O ; STAT Tjt�,widspN(rmuirabasdmMP9RSOsybsdrg -)3 � O �� .c �j �lJ l� ��r��V\ N:Ir1�AmpjNd,'sd�S�al6efimBsdolseue5ismmaar.Thsofluidivdalrsa:islaatonM�aa'tsuardrtquivrosaagp4dbyM1eTnuaMasWaaaQvdnis�srstramaacy aMmrrylm�dheisfonmdnsafaAsbyfieBuifisg Brian M Bleakly ThiAicA�tmh'adr4aigildaaKa�tsnirorfmf utmgimilg stlyforlcnmmmpumldagn9panSa•fKmcpagmrdie'Impaaru,rdamamnRCieaalTbe"psgefaadddaofnfuma¢nAloxnanrphadnlhe gin Erp,*06051 aasodmadbySmpmn9ag-Ti{'mgxrry•,ircnaansdanms85F92-2762.AIaxmmrpl6areNl�sgSsmLslc{nvfdpLemeEfolnsa,bja=18'uh&isd exan l8ppsgepbCa�IS,ufiEsiSmsselighesm l9psg�{sf+t 2990T3 f�hAWgFl34951 i Southern Truss Companies, lac. h'4 A8GL � ' . SOUTHERN 2590 N. kings IELfiway R-oject Ndme: ThjssDnig . 1452$ &c, Cex11p0De11I S016(mTM TRU ss Fat Pierce, R 34951 alte: 6/1)2018 10,30,MAM Tms COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: 1 of3 Vrsm2017.7.1 [Build2] Material Ddiaba.5evecai= lMb5 Span Pitch QIy OHL OHR CANfL CANCR PUB Spacing War/PLY 4240 5 /12 1 04 A 0{30 14W 1-" 2 12 in 2101h9 424)-0 1 6-2-0 5-4-IL5-0-13 5-0-13 5:4l3 6-2-0 1 1-0-0 7-0-0 12-10-13 18-3-10 23�-6 2�1-3 34.6-0 40$-0 2 T- 11 T 12 5x8 HS 18 - 3x4 - 1 x4 1 5x8 HS 18 - 3x4 - 3x4 - 5x8 HS 18 - 12 LO 19 16 if 15 15 14 13 21 7x6 - 3x6 HS 18 - 3x7 - 3x4 - 4x4 - 7x6 - 12 2X5 1 44 - 3x6 HS 18 - 2x51 G17 J7A J7A � J7 J7 0 J7 J7 J7 J7 C.17 1. V 6.2-0 5�-13 5-0-13 5-4-13 5�-13 5r1-13 6-2-0 1d-0 11—�-0-t 7-0-0 1N:1-13 18.3-10 23$6 29-1-3 34ir0 Loading General (X Summary Deflection u (Ioc) Allowed Load (0) BdgCndc FBC2017/ TC: OS4(2-3) VnCR I n LA64 (16-M L/180 TCLL: 20 TPI I-2D14 BC: OM(16.17) vhu. 0.43n L/999 (16.17) Ln40 TCQ.: 7 Ttpmbrl x: hb VAb: 094(2-20) G e0HTL OIIiniP 2L/649 (II -II) 2L/I20 DC L: 0 DM: 125% Q dc" L miltlp 2L/999 (II -II) 2Ln20 Reaction Summary JT Tsp; &xm&n Ml -R4&xNBh M.Rw M-Gv1W MaRFdLw MMaxWa 21 Fb(Fbq C.—MLaq 3DOn 3)Mh Wb, -23 bs 12 MU(MID 1 8n C—Maswy Mh 2$&ft --1,6756e .1,6751. Obs Material Summary Bracing Smeary TC SP(AIS]S2D13)1P.34 aoyt Tca a,& Sh.Wd Pb-0-7-4%indab by0hm. 36 SP(ALSX520i3)SS2x4 6.9 SP(AL9052013)a2s4 BC SP(AIS]L2013)SS2x4 BC&ndg Sh tdaPaica2 I KPF.&6 nby0h- Wht SY(ALS0620I2)A32x4 Loads Summary I)Th'axusslmsbmid�mdfor4edTatAxn IO�rbobmdnrdFelaadpbsdsdbad; 2)Thsr�haslande;�df OedraEorwid��naaadan¢nhi9�7-10.�1efabu:rgvaddrWip¢160rryhu4rekEV+nveGPiN&d ti,Celt;P.&+5G8�egvyRO�IA(t),O.asiB!)g as4Ofix4733fth-15fkhhrsdZa Tncell*. dn.6- i,.iDQrI60,CCZ=V.Idh4ft I 3)Mninm magratcex.&gneaadaxnwlPCTabkI607.1 haswbmappW �ti�111111;/��� c'3jG L EN i 1 PE 7600-1 =_ 1 , 101 STAT g i1 i O .c '� I -if 4C` SS10NA S\�' \�\\ j NJI1�A¢g9orli'ad®gnstalhefivnihatol�naxra4x.Thed.ores:I.;m9doada�Qi,naaCdb�kTneaMnaara,>�a�drdaupoakam.ay aadm,ortnnranau,stranynea��g Brian M Bleakly L1�icAnimtistrauiig:d'agamgcan¢ofpoficvalmg.mFlg,qvt��.a�falm�mt�mes�9�oWn5arfrmsarpagmdlr^Irt�aaRlnfm�auon @Cale lTbs p3ptfaaddmnli�famaimAlmantrphtadnlbe nandamdbySmp¢n9o�gTeCmiPuylrcne�danxud,ESR-2762.AImnm pbsareXlga>�wLQticpail0dphemecfabwdb�s�13'uhfi i4mxsan l9ppugepbSar'�18 ;uhd�i4axsahghctmnl8gaugepbe ����1 7590)11:s�TihR W ¢ Fl34951 w d PG.G.C.G.G.G.G.C.G.0 O f .GA.G AAA RHRnrrnrS�rrAr«r��.SnASArrRn A k A.G I A AA AA (0CL _ �uJ . I �• d (n �� .G.G.G.G.GAA.G.G.GA.G A AA A.G A.G.GRR.G NNrR���n.'Lnn.^V.^V�R�r7'.��irrn�«AAA Rem:ms�as�asc:��e¢��ga��a�se�c+asea�c¢sa� � RR i�dd�i�a.'eaaad isAisJS419d9AAAA CI �7'S ry Epp �y N NNNN �N N`NS.NQQs Qq y�/, /, ,J, N♦N_•NNNN'NaNN�Q�%yq'q �. 14 q ggqyy yNNNNNNN. HA cflM MH . � s����gg&&gg�&&&��gg�&&&SggBBB�&�Sgg�•`�� ��g&ggg��&ggg&gg&��gBBgSgB&BBBgB�ggg . <h& c9h&8h&mh&Ah'A#M#.I1e$l,&A.88�xh&AP&Aall &A&M 9 ��h�rBkall-&A#2Itxh81A#AMR111-R8AIM AIM #A18-�19RIA01401MA&A Southern Truss Companies, line. Tnlss: A$GL • "� ' 2590 N. kingp HiAmey ProjW Mme: 1452-B SOUTHERN TrussDe6gwr &, � . �pgS FM Pierce, Fl 34951 Date. &IM 8 10-3o-�3AM ccsripaxan Sole coMp'A, yi1 s. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pagc: 3of3 Truss Necvor>: 2017.7.1 [Bmld 2) Material Daiahw wrscaL 15&5 Span Pitch Qry OHL OUR CANCL CANPR PLIES Spacing WGDPLY 42-H 5 /12 1 000 000 1-0.0 1-0-0 2 12 in 2101[rs Truss -to -truss Connections Summary M CUIWT a CIOv Tn Canf.201Tca Are* TT4 MA AKL 7-641 315dg ,.TTS ' J7.4 .44GL 7-&:2 270 ft TTS PA ACCL 9b2 270dgt TT6 37 ABCL 11.612 270d% TT6 J7 AKL 13412 270dg 7116 J7 ASM 1S.& 2 270 ft TT6 17 ASQ. 17d12 270dg ' TT6 J7 A8Q_ 194:12 270deg TT6 J7 AKL 21410 270d,g 71`6 J7 AML 22-5-4 270dg TT6 37 ASM 24-5.4 270d,g TT6 37 AML 25-5a 270dfg TT6 17 ASM 2&54 270dg 7T6 37 AKL' 30.5-4 270dg TT6 37 A9(L 32.5-4 270 ft TT6 J7 AKL 3LS-4 270dg TT7 CJ7 AKL 30.60 22S ft . Notec I)Thsd�'sha�6mASCE7-IOasrdamdbjiral7tLihl�:tngCade � 21��s,dFirzQta,ekwai®Ia�dhoreaeWddveA,mG.ekadplslna�sr�poiexdddl:gndmbdmdleQmmpmlasl]}I IL+(ia-I):INI TL'nemrda�w�ATb1/IPf I. 3)Aq,aiymrvolfimyCq=IAglashm,eppFdbtiepHt6tral�rmd�vdLaassyafdbJl¢Tn�tdend'aavcpcAT91IH I-7W28mu,242 i 4) Novidndatuaxdm iegmpaetpond'gg 5)®'indraesm�mwnsYeal,maia((IR)�udatl¢Unem(s)doanRoasof(IRmisbmdxgadJde@'aNbraml,sa:DWFBCI.R�tA(�RYalemw�nQAserdd'xgor¢I6abiass ' DVAMP11I4 MM 6)Tmforo dmnforffsmd.L*n mepc*andAmmmu¢amfmalpimTwideoialn 4aIbOula,dabdniasfobusTC.I mwoflOdtiulaCamMis[mnQ12Tda.x27/g'brd@I2,OA13c-I mu•of IOdbhkorCinl4aik[mn0.120'dax279'Mgj(ja IToc,51Us-I mw•IOdtaisar(inTL�[mn412Td'ax27/8'bgj(y9'oa inadSmnbhefasmngo>d4n1 abvx,,pwdeinfobwxga�plms®Ifas�eswibn 24'ofkbotm(5)6�d b�nvnLvoflsrgha�gvomaashvarem�ldxdrarc{mighamekbdbeam, ircpi� 7! WMcm)w¢45u1kv¢hangC59a76ePo.'L�(b�'disa)bn�,e3ai0r651oan 8)l�ltrvmshaismarc'.�SdomdipnsaSawsla�shaltertmM n hamen�plyiaArla�sa,eamd�n 9)lax=altra�igdolbaaadid bmd, py. 10)Alfa.�asmiurumbl/2'ltigunl$adiaweebni I I)T>3�n Isane2dpys�alt�mggaM6omsum�.eyicby lanaais�o,�. 12)imlwidqar.d-ba.d.MWFFtSCki k,b bgg ,.rheorS+J 1.P,wbdi iid®whghm¢n 18gaumhe 2590xx I Southern Truss Companies, Inc. Tom: $I t ' •` SOUTHEAN 2590N kingsHg'11uuay Pro' Marne: 1452-B T mDck91� � ComllordSovions " -MUS!§ Fat Pierce, F134951 Dare: &1/2018 1030-23AM This CGPAOAN 1ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 Of] Veraai 2016.113 [Build 10) MaterialDatabm%vgm 1_%4 Span Pitch Qry OHL OHR CANT L CANER PLIES Spacing w&wmY 204.0 5 /12 3 04W 00-0 140 0-00 1 24 in 8711a 20d-0 6-2-9 I 4-5-7 4-5-6 5-2-10 1 6-2-9 10-8-0 15.1-6 I i 20-0-0 4x6- 3 12 5F— 12 —I5 1x4 \ 1x4 / 2 4 mm v 3x3N Q .q WO dI 3x7 1d 5 1 3z4 - 1 1 T T 8 7 6 3x4 - 3x4 - 3x4 - 0-M i 0-0-0 6-11-14 544 6-11-14 1-0-0 7-11-14 13- -2 20- -0 Loading General (A Summary Deflection U (loc) Allowed Load (p� ftcg de: hBC2DI7/ TC: 046(1-2) 3baC 0201 LIM (8-1) L/180 TCLL: 20 TH 1-2014 BC: 040(8-1) VALL. 0119n L/M (9-1) LPQ TCCL: 7 NpMbrTn : NEs V,m: QNl(3-8) Th.Clt Ofgn 5 Day : 0 DOL: 125% OapFamyra-2.0 BCR.: 10 PbeO%%UM)C Am)c (13-142-3A) (2"3-13a) (300313A) (4003-13-M (52-741190.1 (60434A) (7DAI-12A) (80.03-80) Reaction Summary fr Type &RCMrto &¢)Wh MabiA RaditV. h MaxReaa M.Cxa Lw M.UM26t8 Ma IM M.H k I 1s,(VAq I Bn Ca U—q 300h 7946a - .3386s -338bs -65 bs 5 Fnu(mt) I 8n Cm M=" MOb 7946s - -338bv 738hs Obs Material Summary Bracing Summary TC SP(AL905-2013)622t4 TC&adrg: 9.Mu%f w4-24),%f.&wbjO= BC SP(.4L 203)A2h4 BCBmny Shethd %f.at640,Arbdisby0hn 118s SP(ALS762012)02.4 S6bc SP(AISO6.2013)A22s4 Loads Summary I)TI's—hasb-&im,dfprt—T"&MI00b.1b.dadkbpdA.d®db,& 2)Th'sfuashuhmide5gniforhedi�ofoid �dshaa>xda (hl '/- 10uihtcob4ig=darmdi r160mphtdimgE�m.eC,rtri'Hdm1,G�bMiP ^B�$aYB(f=1D�,0uaat131 Iim40ftx4733fth-15fthhErdZ—T,.!.,TFyredwAm.,di .DQrILO,OCZ—WM4ft 3)Mnmmsaegeagkad gnaogda �I,n3CTa661607.1 hasnpl6miep(id , Member. Forces Summary Tabhnd =MwiwTE%m=Cs,naxaxelforq(ff x mpcfop=fddfeesfiomma 1fbrc4 Tc 1.2 0455-Ij10bs 34 am-1,216bs 2.3 0" -1 bs 4-5 M -I bs BC 1.116 0521 104Ia)6054 04 MaIb 33lbs 24 0.104-33.5bs 36 0.127 314b4 (-138bs) 3.3 0.198 5126s (-249bs) 46 0080 2516s (-208hs) - 1)Th'sdcspisbnsduJSCE7-IOasdaemlbyle277ikrdaBuiing(Lde 2)%btC0aMHmzQtveMai l&Mhxinmiddinoadwbbelndp hw.pmffp�ofdfo:im&eudmdbattaxrp duIIfllL+(Ku-1)xlldl Qih�darmv ,OWMl. 3)Agmhymnadfaar,Cq=IDQhuE�eppidntrpisebtral� tabauspmT'dlyfrTn�MandmacpcAT9RA 1-202S.5m24.7 4)Liffiwid ®mbazimMWFRSWjFsdrg/�V,GE1 \' Ipr&4 V ` f- � PE 76059 j _ 1 1 Ix%TA:T i -O r �O is �JlilORID S/ONAI- I I I 1P\\ TDnCEAmpjoffisdr 9n16•fun�adoM.aesnmxasr.7lydew'rofh'sidxihnlnmsihsdoo aueard�u:muisstq�pLdbD'frcTn�Mamdamaaididxupmhamrxy aidmrtyia�oftrofameionxfarhbyfe&wig Brian Bleakly }� OSpcA�lonh'safauigiS sa¢gramvipmfesarelegrmrgmpnxbFyaHjfQlompu�nh�ipwtSx/nmcragevdlr-In�aaminfurtuinBGstaalNia'psgefQaddinralidamafionAlmmuarp6g9mlbe ��97�1 / ) maradanxMbySmpvnhsrg-Tc('imrynylrcnamrdanmwEiESR-2762.AImnnmph6are201puguiL¢hegnifulphese'sfnDTud(ya=18'aiidi ud®san 18�yQFpbeor'9Y IS,whih ii7a6ahghtmnn 18gasgephe l/ 2590T4 3AhA A3495I Southern Truss Companies, Inc. Truss: B1 S o 2590 N_ kin 11 � �waY Project Name: 145Z-B .SOUTHERN Tm-;Dm�g . dbc TRUSS Fort Pierce, R.34951 Date: GUM18 IMNAM cartpa>�ltsoll�orTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax PaW.: 10f ] �ioa 2016.313 [ Build 10] Mat,^ W Dat&Lce msim 1564 Span Pitch QLy OHL OHR CANCL CANTrR PLIFS Spdci g WGT/PLY 21-4-0 5 /12 2 000 000 14W 140 1 24 in 901hc 21-4-0 6-2-9 4-5-7 , 4-5-6 6-2-10 6-2-9 ' 10-8-0 15-1.6 21-" 4x6 - 3 12 12 5� —15 1x4% 1x4/ 4 4 ,q 2x10 I 2x10 1 . 0 3x4 - 3x4 - 1 1 5 T8 7 6 3x4 - 3x4 - 3x4 - 0-0-0 0-M 6-11-14 544 6-11-14 1-0-0 7-11-14 13-4 9 204-0 214-0 Loading General CS[ Summary Deflection 1J (loc) Allowed t®d (pSO BHgcode: FBC2117/ TC: Q46(45) V aL Q2bi, L/837 (5-0 L/180 TCLL: 20 TR 1.2014 BC: OSS(5-6) V,ILL: OO9 i, L/999 (5-6) L/M Tom-: 7 RpMbdb : Vs Nft: QI9(34) tb.OL OI156 5 DaT 0 nOL: W% C pF—, __20 BCDL 10 P—<f5mm(J,0CtMx): (13-142-3DJ (200}I352) (30 3-130.) (4"3-1352) (53-142-34) (60433Q) (7D0,1-= BfF&LS0.1 Reaction Summary Jr Tyne BmCombo BrcQHh Mate) R4dB,x1551h NWRW M.0-13pa M-%dl3aift MaxLbift Max}ixu I Yn(VAI) 1 Se Come Nf—y 30N, 8336s - -354ha -354ha -656s 5 HM(WM I 8n Cm Mamn lWin Sri bs - -354bs -354hv Oh Material Summary Bracing Summary TC 8P(AISQL2013)R234 TCBmdg 3iaMaAvLstd80.Anfido-PPbi'0has BC SP(AL9C6-202,V2N4 BCBremg 9imltiorAaFaat61-0,RrG,dapAb�Ohes \Vbs 9(A S05-2012)G2.4 Loads Summary I)Th'st-lasb-dspfdfa,t. f.s&xb1OpiLwadadFeb.dphsdmdbad; 2)Thsnsshssbenda®�rorrrMaaofr:dYnmeaaada i49F1-10%ihWob%igu Mndipt 160n�hotirmCE4 �, i'P+�dcsbt,FfP.HuiirgQ�vytf(1=100),Qea4Bgg . )Jns40fb,4733f(h=1511NxE,dZm TnngN:N.ad,,6am6ica DM-1.6D,(C2prcWdh4ft 3)Meimvnmagead:baS.geaaudarmW,iBCTabh1607.1 h mbenappbi Member Forces Summary Thbbid,aMm belgmn G9 rtaaaaelfo q(rtaxmnpr fo a Zddiam fimm�axaxelfine) TC 1:-2 Q456 3-4 Q445-Ip42is :r7bs 2-3 Q445 bs 45 0.457-I4071a 13C 3.6 O380 1.439hs-8106a) 64i O90 981 ba (-Wbs) 9-1 ON IA40hs (-Sllbs) ills 2-8 0106 -346hs 36 Q195 4%t. (-244bs) M 0.195 4%bs (-244 U) 44 QI06 -346hs N10t= ) /I 1)TNsdegn'abavdmSCE7-10m cr-mthyf.W7Faida&dJhgCnde 2)4tCRa,dRoaOta,ehewcalandho,cnulddhivsAm Gxkadplafrco¢pmnpsuaofddhmmd,etdmdbad,mnpdasIIfl lJ.+(i;a-1)xRil i7ls_eavdan¢xhAT9/fP(I. 3)Aq,mfiymrnolfaao,cq=IDO,ha56miappLdtlepeehtalnsans:d�aahsu ftlbytieTmsMendanvcp,rN Hl1A 1-2=Smun242 � j�/ �/ �\ jQ�� s•l��C �� //f 4)L"miwidc�RhamuslaalanMWFR.S(JO�indrg \ �1 �•c/v�r' \ PE 7,6051 q5� — '0 STAT ! o OR1D ��� �.s � S / �NA NUf10EAnpyofi,sdagi9nlbefumiidtheaemnam-emr.Tlyds�morh'snfiiialnnx'staWo,dsEnaiteandrep,ivna6eyp[slbylcTnnsManJuaeandaq,mfraavag mdolsisoflehfmmionsalort,iyheBuiLg BI7anM.B1 eaMY i1,�cA�lonlu4awig'�imxsaarparieoCpofsaalegimigrt�vsi:drys+kiirortKrusm,gpnnd�,goan8xfemcpeyxa,d4n^ImpvamWoma6n&ea,eallJ>a rygeforaddm,efnfmrennNmv,®rpbrs�albe ����1 f maru,faoanitySmp�nSlarg-TeC<moatry;Irceeavdanxart,Eat-2762.AIotw�,rpbtsarcXlpd�Gwl�lx�mT�pbeme'sfobaalbJa=18"whit,idaaan lg�ugephSorStllffutid, i,dia�etip},tevnlSpugrybe 2590N}:.nsFtehR Peo;R34951 Southern Truss Companies, Inc. Truss: B3' 2590 N. Idng Rghway ProjectName: 1452-B SOUTHERN TrltssDesigom dbc -Rust§ Fort Pierce, Fl 34951 )dare: 612018 103o-25AM Con>parat SDhm(.�rw Truss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: I of 1 Vn*n-2016)13 [Build 10] MaterialDatabasewniorr 1564 Stan Pitch Qy OHL OHR CANFL CANER PIM Spacing WUT/PLY 2W 5A2 1 01)0 &H J110 01W 1 24m 82Is 204-0 8-0-0 54-0 7-" 8-0-0 134-0 20-" 1 I I 4x8 V 44 - i 12 2 3 I 12 51r— I �5 m 3x3V m q 2x10 1 3x7 l d 1 34 - 1 T T 7 6 5 I 3x4- 3x4- 1x41 � 0-0-0 I 0-0-0 1-0-0 7-" 54-0 7-M 1-0-0 8-M 134-0 20.4-0 Loading General (NI Summary Deflection L/ (loc) Allowed L.d (pd) B09CMOW/.d.. OW/ TC: 0.71(2-3) VaUt 035h L/622 (7-1) L/180 TCIL: 20 Tli 1-2014 BC: 0.71(7-1) VIaL. 0.14h L/999 (7-1) L/240 Tom-: 7 R,pMbrl—: VLs Wb: 0.13(3-7) H=CR. ON in 4 BCII.: 0 MIL: 125% Q pF—.Kr-20 13LII : 10 phKff�pmA-3'Mck (1'5142.30.) (20-3,49.7&) (3:1.12-3K) (42-741190) (51-12XM) (6041-120.1 (72t 3.80.) Reaction Summary Type B,RCxnbg BmWdh Mabial RgdB 1fvuy R) rRWrh M.R— M.G.A MRzW,du* M.U$t M-M& 1 p iZ4 1 sh CauxMa 300h 758hs - -338ta -338hs 49M 4 ARa cul) 1 Su GL Maa,ny 3DOn 755 ha - -338hs -3381a Obs Material Summmy Bracing Summary TC 9'(M-97,2p13)t22z4 TCBradg 9,®hdl P.iag,3-IOAP f d jpby0h- BC SKAISOL2013)1f22c4 BCR.&g 9,mWa P i..5-7-gP,.fndepbyOn VlEbs bP(AI93t2012)102x4 sbd 9'(AL905-2013)f22z4 Loads Summary f)Th'sn,ahubm,de�g,eifor4tdi'esato lopsfbgumdbrdr taadpina®dlad; 2)Th'sn,shasbend�falreAeagfund hedsnagnrdanxn+�i9�7-IOaB,kfobniguaddnaihpc 160mphWeregEzpgare�FWpFi,d:Pnl,CebHip,BuiligCa�ayO(f=ID0),Oaa1BN8 U-40fo.473311h-1541.b,E,.dZ—T,m13(iradv4medeadDOrlfp,CCZ—Vrdh4R - 3)M-nrrmnsoagmen ad ghagadarm ihTWUbk1607.1 hasmbmappid Member Form Summary Tabbnxr==Me balgm nC9,,, =lfgrg(gr Tiprfamr&reeg6g,a,,,,a nWfgreo TC I.2 0.703 •1355rs 2-3 0.- -1 Ia 3-0 0.486 -1 hs BC 45 0509 IDfii la �076s S7 0673 I Is L041s 7-I Q710 11971x AI6)aO Whs 2-7 0091 225 hs 3-7 0.132 324h (427hs) 3-5 Ow 205 hs 1 ot= 1)VACR.n'sbasdmAf—i3dsrtfac,mdbyft7b)FhidaH,di'igCnde 2)36tOtud}6rzCRaretrt ernla,dhg,cpr,glddkinrsmtbiue6adplet,eaapmmgmgofdd�daebdmdlad,mmpwdu.2D2&dm24.1 kfl IIiie®rdanxrw,ATSUfA I. J 11 I 3)AgaiymroolGmyCq=I DO,hssbenapp[d bftplatbmlr®nndogr,wLaasSpmiFd by/tTnasMamdamepcAT91fT1 I.20028mtn 2A2 \`\`1 Ni 8C 4)ab�bP�•pa,d^K ��� 1�N . /� s)Liadamgpin,�ssl�dggMw}xsaymdlg \\ \f'��—.�"� �f/ 4��1GE �\ 14F' PE 76051 J 1 l -O ; STAT iO \ ///1/30NAi,ENG \�\ TDnCEA¢pyofh'sdc�nd,elbefime�bftaeianammcThzhg'ndfmid itmltus'slamlmdcgiohbaidraµim,msc�,hlbyltT„a�Mangfaa,rend,disupmltam�agaMgaipls�ofMi,Rmeummfohb�•ftH,Nng Br1at11VLBI� i7c®ieA�ImHsdauirgidraaaa�gnxofpgfezarialmgnmigregorsbSyaJiyfaM,xsmmprandaBn9c,un.�Mtmwpggrardtt'Inryucultlydimiatini&CaralllYs'Tnlcfaeddriznli,fumaiortAimru,�rph¢shalbe 9va&gg760i1 a�a�u.amy�ap�sa�r�ca)thaaFse-2762.a�a�pi�aR20ga�r�at�t�Ipbe�e fpiwatya=ls ndndmr�anlggaggr�o sns,uha, a�g,nghtlggagepae 259011K.a}rdrRPe¢}13495 Southern Truss Companies, Inc. Truss: B3,G w+ SOUTHERN 2590N.king, HiAway Project Name: Truss Dcs 145243 &.c CanponerttSolutkm-TM T1:2U5S Fort Pierce' F134951 Date: &P2018 100,26AM Thiss COMPANIES (800) 232-0509 (772) 4644160' (772) 318-0016 Fax Page: 100 Versioti 2016.113 [Bind 10] Material taba,,exersiox 1564 i Span Pitch Qry OHL OBR CANTL; CANCR PLIES Spacing WGT/PLY 21-4-0 5 /12 1 04M 04" 1-" 14)0 1 12 in 131 ft 4n To 31 T 3x4- tx4J -3x4- 3x4- 3x4- ) CJ31 J31 J31 J31 J31 J31 J31 i 531 J31 CJ31 0-0-0 0-0-0 1-0-0 l 2-0-0 51-5 51-5 S1S 241-0— M 1-0-0 3-0-0 8-1-5 13-R11 18.4-0 20-4-0 21.4-Oi Loading General (A Summary Deflection I✓ (loc) Allowed L.d (psf) BblgCb&: FBC2017/ TC: 057(34) VnCR 03n Lnn (8-9) 1./180 TCLL: 20 TPI 1.2DI4 13C: 054(8-10) Vrlu, (.16b L/999 M) Lr240 TC:7 Rq Mbrinveasp: hb Wb: O.55(4-7) H—CFL 05i, 6 BCLL: 0 DOL: W% OUPFam,V-20 CC B: 10 1�eCn�(�rXS/�€k (1114;L-3R) (2U038A.) (30*,-W) (9D0,1-12Il) (10503.990) (11383W.) Reaction Summary 7r Type &¢Combo BMVAd t M=isl RgdB.¢RHh (4:14ZMg) (5001 -8p-) (63-14j-3.0) (73-8.,- ) (&1-123-V) M.Reaa M r.." pki M.W dLta M.UA M.Hdz � I Rs(Vfhq I 8b Cu Mamy 3mb 433 hs - -3371s -337bs Aes j 8b CmMvm 4331s -337hs -3376Ofa6 Material Summary Bracing Summary TC SP(ALS M21113)422x4 TC&adny 9-t4 a.pC2-5:2= BC SP(AL9OL2013)QI,4 BCBremg 9hmfW.P.*aet4-5-0,Bafndde gnby0h- vAb. SP(AL5061012)#32c4 Loads Summary pThsr shasbmldsimWkrty faEAeblO(eibmmd�dFebadpisdsdbads 2)TFsvmhasbmidaafgrnitorte Tf ofmidba&bamdmm./,k9M-10xlhherobuig—dtrvliprt 16omphuEmaKBxpmreC,Fv►a•Fri Cebbfip,&uN1gCa�uyrtQ=Im),oreaeStlg Dine408x4733t(h-l5f4NA& dZ—Tn.;ra�ad.Ab..bsasmvlto,oc2mewdh4a 3)Mbi--.gprhadgnamda.m,ihIBCTabL-1607.1 halm b—pp'hd Load CaseIxI: StdLiveleed Point Loads Maraw L mlon Di oim Lmd TrbVA* T.PCM 340 Lp ON BaChd 34-0 LIP 29bs TopChd 4a12 - Down 20bs 24b j Band 4-012 D Sea 246 TopQd 64-12 Dmtn 206s 24b Bald 64-12 LIP 81s 246 Topod 8-0.12 D— 20es 20. \\ BaOd Sa12 Lp 8es 24b TppOd loa)2 D— 20M 24n ��Ari BaQd 10a12 �C_ / V [1 TpPQ4 II-34 ibnrs 28'I�bs 24n �` BaChd II.34 Up 8bs 24i1 TopQd 13-34 a— 2Deas 24b � PE 76051 } BnQd 13- - Up 8bs 24n TopChd 15-34 D— orbs 24i1 1 1 BaCbd I5-34 Up 8hs 24n TTChd 17.34 Down 204s 24b BaChd 17-34 Up M 24n TopChd M" LIP0es STff'iT WCd Is-" Lp 29 es j-�3 O ORID3''.� ,-^-,L I m 11,%���� niCEAmpyofhsdmk,,9 kf.. Woleemfimmmamr.11. na.dmnp6—at cn—fn .afahby+ BuUg BrianM Bleakly x plmdol6e 4onS.g#760SI ISgaugephe 2590XK sHdLRA6 B34951 15 Southern Truss Companies; Tnc. Tn1ss: B3'G . Projed �die: 1452$ .;- SOUTHERN 2590 N. kings ITwa r„ssDz�. dbc j . C.(VT]ptkleflL SO111t1017$TM iRU,S`5 Fort Pierce, R 34951 Date: &1/M18 10,3tr26AM Truss . CGMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 2 Df2 Vrsim:2016LI13 [Build 10] MatwU Ntah" versim I-,& Span Poch QtY OM OHR CANE L CANE it PL1ES Spacing W(r'I7PLY 214-0 5112 1 ON 0-0-0 1-" 1-0-0 1 12ud I 1311hs LoadCase Dl: StdDeadImd PbW Loads . M-bt Iarain Q� in Inad Trbutlh Topchd 340 tip 141c IbC d 360 Lb I21. TopChd 4412 Drn 3bs 24n BOCW 4412 Dun 7bs 24n 7bpOid 60-12 Do- its 24n BaOd 64-12 Dun 7bs 24b RpCd 8412 D— 3bs 24b B.0 d 8412 D> 7W 24n TopOd 10412 Down 31s 24b BdOd 10412 Dun 7hs 24u T6pOd II.34 own D 36s 24n BnC d II-34 Down 71s 24)e Topdd 13-34 Down, 3bs 24n B.tC d 13-34 Lbws 71s 24u TopChd 13- 4 Down 3bs 24F %Cd I5-3.4 Dam 71s 24n TbpOed 17.34 Down 3h 24n BmChd 17-34 D— 71s 24n TopChd 194-0 tip 14 bs BuC d 184-0 UPI2ts Mrmhpr lPnrrpe CtnnFmry T hk rm-M—h�mmaYrs n..aluwrfl rise. a�_u.Qar�r 6.w a.alr a TC 1-2 2.3 0375 0415 Iposts -9BbF 34 4.5 0565 0417 4Mbs -9591s s6 0379-Iposbs BC 6-7 0781 930bs (-752bs) &10 0543 I$82bs (-I$531s) 11.1 0281 930te (-752bs) 7-8 0506 I=b -1578h0 10-11 0307 IM s w1b, 2-11 QI12 276hs (431 hs) 3-3 0.108 182M (48114 S-7 O.I 12 276% (431U) 3-11 0546 -962bs 4.8 0..059 146bs 3.10 0059 146bs 4-7 0546 -9621s ZYuss-to-tnw Connections Summary ID Camd`rm c.Y:ATnas Culfm()Tss ,tom TO C331 MG 3-00 315d% TT6 'DI M - .44I2 ZKldeg. TT6 III W. 6412 270deg TT6 13: B3G 8412 270deg" TT6 n B30 10412 270etg TT6 DI B30 I1.34 270de9 TT6 DI w 1334 270deg TT6- DI : BiG_ :. I5.3-4 270deg " TT6 I31 B36 17.3-4 270deg TTS Notim mi BAG 184-0. 225deg Ib-!T�"^"iLi7 6)i iwbd.pTR—b. dmMWBL500jMft \GENSF��{ i PE 76051 -�O STAT 0 �i,'��. `�� OR1D sS%NAL 11l11���1 NJI7CEAe[ql•ofdrsdeebn3�alhrunAednlieere�nmtamr.Thetis'gntdhsidn�alnssulaadmhs�a'treardraiuiarim5.¢tphl6yfrTn�MantlaooraMrdiss�on4Kao>Peg•ardmnyil o('teenrmmunsafarhbl�kan BrianiM. Bl MIdy Ds�iets®Imhsmaa�s:dines.w�I,a�orpmr®naleng:m;,gn�eszi,••rQ4�,�mewsnwnsslpadhe^1m1�rm�orsG.,�lrr,a^�gerQadlnrm.am.�pb6dralhe nuumdaaredtySmpemseagreCmga�limnaoaaan�welEvc z76x.,Dew.,�rpbaan•xlgaugs,.a$4��p>,es�ro�y.-1s^Qe�ncm�anlsgaa�a,r«sels;und,na�eean.,�1s S"a�F-,#76051 8h t xmus•.,�ssa,ace....naeoee Southern Truss Companies, lne- Truss: . C1' 2590 N. kic• Hi6ma� NectNme: 142-'B SOUTHERN ThoDesg,=-. dhc canpwent SoLIDORCTM iRilss Fort Pierce, F1 34951 Date: 6/1018 10 aIMM T� IC4fY PAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 Qf 1 l(;ruon:2016,113 [B1nld 10] I Material Database Neraim 1564 Span Pitch Qry OIL OAR CANE L CANI-R PILES Spacing I WOT/PLY 17-H 5 /12 3 000 0-00 1-" 0-M 1 24 in 66 h- 174)-0 5-7-2 3-4-14 5-7-2 r 94-0 17-" I 4x5- 3 i 12 5� 12 �5 1x4 ) v 3x31 o WO a 3x7I 4 d 1 3x4 - 1 1 T 6 5 T 3x4 - 3x4 - 0-" 0-0-0 j 1-0-0 B-0-0 9-0-0 r 174)-0 Loading General (NI Summary Deflection I✓ (loc) Allowed Load (Dd) BBgCnde: PBC2II7/ TC: 063(2-3) Vn(7t 021n L1944 (61) L/18D TOLL: 20 TRI-2014 BC: Q77(5-1) VnLL- OOSis L/999 (6-1) Lf240 Tom-: 7 RgsMbrlm )Es Nit: 0.17(3-5) H-OL 0Mii 4 BCL: 0 DOL: 125% C.Pfim,Ra=20 BC7I-: 10 Ph.0ff�(Ja%VAW'F (1g14y3A) (20031332) (3"3-13A) (42-7A-11y03 (5:1-123M) (60AI-12A) Reaction Summary 7r Tvm B*Cmrbo Brxvk% MMW ROBMWA M.PR ?,WavLw M.WdilpBt M.Lw Maxlixa 1 Pn(Rbq 1 8n C—N(.-q Mil6641a - -282bs -282bs; Sibs 4 HM(MI) I 8h 0—May 300n 664bs - -2826s -7821a Offi Material Suzy Bracing Summary TC SP(&g05.2013)R22x4 TCBr 'g 9imMahaimr49QRvfidmemby0hss BC SP(AL936-3D 3)t22x4 BCBM6r_ 9rs6du%*i 740,hni .rs by0h- va> S(ALs05.2012)ON4 S1Ide SP(AL505-2013)ON4 Loads Summary OTn�n�l�ab�d�drorkdream,�olop,46ou�,�enar �,dp�emas , 2)Th'sn�hasbm�d�idfatiedf�ofaidl>�nao�danenfuL9�7-IOu�kfoliwigrm�irdiQe IfAmphotirt¢tFaq�¢areC,TvtyF�CnbNFipBuKi�gCaegayll(I=Ilp),OacdlBli<, Di.40R.4733(4b-15 ft'tUErdZ—Tn.%N!eredv,b..B.aIXL-160,OCZ—Wdh4ft 3)Miiinunsongmuc4aadrgnaoardas�¢viilBCTabklC47.1 hssnabmsappid i Member Forces Summary 7;b�Mlgmaxcs,�,axblro�(.ra�rcer�.6onaablr� TC 1.2 0.485-13921e N Od11 -953bs 34 0621 .971 bs BC 45 0.749 820bs -3BW 5-1 Q774 1 k, -679. )hb6 2-5 0.141 -341 hs 35 Q174 429bs (4896s) Notec 1)Th'sdgi'sbasdaLSCE7-IOasrdeemfbyimM7fltilaBafngCoda 2)VnCRasdi{rzCltareMari®Inndlwrzu�ldtffis8nbixledplslmapmrriporMofddlmmdtmdmdked,mnpffiasDil ii+(Ko-- I)xlkJl Qiraoardvmsv/rA73/IA 1. f 3)AquafrymodfimyCq=IAO,hubora(qCdokpbehbalrrssarr¢d�vahaas�idbjkTsusMaruramape•ATN/1P11-70p2v ' n242 \\``,Il 4)imlw:dsVffva®rcbaslmMWFlrSO;dyb�&g N Nt.'��� i�r - "r PE 76051 1 I 1 STAT i T C ORI� �s%NAt i�rill�!!l� NOITCE/mpyofh'sdr shalbefianifirlo4raetnmroamr.7M.d ofh's:,ihnlruanbsvdondgmabeardmyieneisv�phl6ykTnaaMandayeandidssglm*'—'y M a wN.wofkidomenmsafohlyk&r3Trg $T1a0M B1Cd1dj' iMiarAsalonhcd�awigirdiraaaa�anmfpof�,urulmgirm.gr�aubiiy:diyfaknssamp<nalda�s3�mnSxixmcpiPraMk'7 ^4�*Nldrma6n&CaualTlsss-pageruadiuwr rmrafmAlmu�pbsa#mlhe SnnEgQ76Q51 rrmmdaaoad T d—iiEM-2762.,Vox.xmr brcnaon.-20 .I.� bySiopanS+mg eCmyerpl pb gaug5 Ix�mfdDbcve'sfa8>,+dbys=18"wiidi irdnaan l8gayggrbCor'9Y I8;uhdiidiaesaFighnssm l8gavg.7lse 259011F+vs h R34951: Southern Truss Companies; Inc. Truss: �I � I 2590N.langslighway ProjecTName: 1452$ SOUTHERN ThmDwgrkr. dhe j c0 rrpooax SohDiocsTM TIR699 Fat Pierce, F134951 Dare N)IM)8 1030.27AM Tpm COMPANIES (800) 232-0509 (772) 464-41601 (772) 318-0016 Fax Pam: 10t1 Waioa 201lz H 3 1 Build 10] Mammal Database vec9ore 1564 Span Pitch Qty OHL OHR CANIL , CANiR PUSS Spacing V&7/PLY 141W 5 /12 2 00.0 000 1-0-0 100 1 24 in 691hs 1e-o-0 5-7-2 3�-14 9-0-0 5-7-2 9-0-0 I I I I 18-M 4x5 HS 1B I I - 3 I 12 12 5F— —ls l x41 V 2x1011 2x10� 0 3x4 - 3x4 - 1 q I T 6 5 3x4- 3x4- i i I 0-0-0 0-0-0 &-0-0-143-0 1-0-0 9-0-0 17-M 18-0-0 Loading General (St Stinmmry Deflection I L/ (loc) Allowed Iaad (psl) B>dgmdc FnC2017/ TC: OS2(2-3) 1bick 045h L/389 (4-5) L/180 TCIL: 20 7P11-2014 BC: 094(5-I) VSdS: OIN, ; L/940 (4-5) LrM TCIL: 7 RwpMbrfm a V6: 018(3-5) CLWOHM WITY 2L/999 (1-1) 2LAV Ba3: 0 DOL: 125% C d/CHl2_ oil X/O 2L/O WEL: 10 ff-ck 0Mh 4 Phc0frm(ErcxYMR1 (15-142-3A) (20-0}I332) (3D.03-139O) (43-I42.3A) (5:1-12}80.1 (60.41-12A) Reaction Summary E BmC-bo &cVAM Meab &MMaxVAMLbat M.YM.C—Lta MaxLbDt MaxPh¢ r PTVI Sb G—M-" 7031s - -299bs -299hs 55bs 4 MU(WM I 86 G—Masxmy 3DDh 7M s - -299bs -Mhs Obs Material Summary Bracing -%m aty TC SP(AL475-2A13)la2,4 TC&amg 9rmhd«Aaisui94?,AxirdegnbyOhex Bc SP(A3S00013)M.4 DC&amg Srmhd«AxFsatb•I-0,Wrirde mbyOlns VVtls SP(AL9JG20 2)Q2.4 Loads Summary 1)7hb.lasbmrd.kn,df«rt fm2 MIOpibobndadi.b.dphcdeidba& 2)Tkibv lasb-detdf«t—Ta or.idb.&i. dada'mstsi4�7-IOxiihfob�tisgssahfmliVs[IWmphuEmagExpoaxeC,fidyEnduvi,Csbl#tp,&�iGig�eguyll(f�iDO),OaalBljg am408x4733fkh-15r(T3xE,dZ«eT.,AN&wWd .bmasdaclDQrIfA,OCZo Wdh4ft 3)Miim ins geaabm& ii mxda�s TOCTabLI607.1hasmsbmappld Member Forces Smimiary Tabbid® MmnbclgmnC9,maxaxblfam(mmxmmpr.famtf&rays0omma nwf«s4 TC I.2 0421 -1 to 7,3 0217-ID96hs 34 M-1243ts BC 45 On ID93bs -711 bs) 5-1 0944 1150hs .712hs) Whs 2-5 0124 -300ts 13,5 0.181 446hs (-90M) . Notes: 1)7bW,spi6aad«WSCE7-I0asrdsemdbyt.W7PtriJ.RAklgQ& - 2)\btCRardhbrzCRsrelrse®IaMlnrieart3lhlidon56ebbebadpYslea¢pmrgarmofdd�mdudodmdlad;mrnpaalasDdl iL+(Kc.l)xiMl II.iiamxdanxsshAT5DA 1. 3)Agmiymrvolfam,Cq-IDQhasbrmeppT�ohpbtbealr�an¢dai�va4ssas�mf�b9trnTmsMandamapcR3lfPl 1.2002S®n242 j f \`X, ` I 1 1 f ! 4)[saiaudsrp68rmmms�imMWFltSQrykodirg A /'i. LPL \`\�\ PE 760,51 �� J I �. STAT i) ��ll %0� c KII7CEAmpyddr'sdapsshatbefum9nlnhrmanmrtaar.7henofhuidnilalnxs'sbasalmda�naishaMratdmrmssgpWbyheTns;Manufaueandrdc w���aandmmorhe:rnrmmaan�r«htyhemuhg Brian MBleakly t>�ws>umhemaw;rigid'mea�ar�moraof®omlr�o+:�rrspm:b�ymot+yr«h.aamrr�p«�mda�d,w,�sa•hme pmgmsd6e9�asuubdasrmianSGmeallaes"pngef«adduevslisfomaiooNmxmorp6ts9albe � ��I marWmnx�bySnpmm9mg-re(lorrr��IlmbamxdarimnisE3F2762.Almrvr¢brphsae20gavg5wL�h�didphesv�crobwdbym=ls^wh'diidiaxsan lagpugepisq«SCls;andiidra�ah'phla�vnl8�sgepFee 259Oty1 }1T."pi—nug51 Southern Truss Companies, Inc. Tom= C3G SOUTHERN O 25,0N. kin F�ighway NectName: Tm Dc:i��. 1452B &-: Canlpot�nSDhtiam,*' TRUSS Fort Pierce, R 34951 Date: 611 018 10:30--28AM Trims CGMP'AN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 oC2 Veisimt 2016113 [B1ald 10] Material Database version: 1564 Span Pitch Qty OHL OHR CANI'L CANER PLIES sp i g I WGT/PLY 18-M 5/12 1 04010 ON 14W 140 1 12in 1021ts i 18." a o o } 4-0-0 4-0-0 4-" 3� 3-0-0 I 7-M 11-0-0 15-0-0 I 18-0-0 Tg 11 T '1. _r_f 4X41 1X41 JX4- JX4- 3X4- 1X41 CJ31 J31 J31 J31J31 J31 J31 CJ31 1.0-0 2-6-0 44)-0 1 443-0 4-" 2-0-0 1-0-0 3-0-0 7-0-0 < 11-0-0 15-0.0 + 17.0-0 18-0-0 Loading General (SISununary Deflection Id (loc) Allowed Load (pd) BBgcwd - TBC2017/ TC: 035(2-3) VnOC 0.14n L/999 (8-9) L/180 TC L: 20 TH 1-2D14 BC: 037(8-10) )b1II. 0M, 1 L/999 (8� L/2Q TCDL: 7 P pMbrlsnmse: Tb Wb: 024(5� H-CR: 002i1 6 Fn T : 0 DQL: 125% Q pF ,YC 2.0 Pheoliffi(7a24vml (13)4;-3A) (2142.'iB) (304MX) (40A3M (514238A) (63.14�-3A) (7:1.12,3490.) (8:1-1238A) (90A1-12A) (101-12380) (I 1:1-1238.9M) Reaction Summary 2X101 Tr Type BrRCgmbg Ba�idh Matrel RgdBrp1t51h M.Reae M.CGa LW M-WdW MaxUofR Maal6 I NMI) I Sit (lac m.=.y 300n 350hs - -273bs -273 by 9bs 6 HM(Vhl) I Sir Cm Mmq 300n 3%b, - -273bs .273bs Ohs Material Summary Bracing Summary TC SP(AS9]i2013)n_ TCBsadg 9asfc4e pt25:20000 BC SP(AL4K20I3)N22c4 BCBa6og: 9.d d.P k-ts.7AR bdejlby0hn RBs SP(A19]52012)0214 Loads Summary 1)Th'snashasb-d*a df.ri T."l IOpibobsndudMWPfsdadkads 2)nuaus)) sbmide naarvtedrasorn:dmd;i,goudmmwu�sCE7-I0u/,f .I ftstcdcndipt)6omphotirmal:'Pc�acC,RdyEdssg4CebbFipyBuiLlSca�uyn(f�ln0),oealBlib Dim 40rbe4733fth-1SgT3XFid7merns NifffedoebmisileniD(Ir160.00Z—Wdh4ft 3)Muimm.rag.*b. i.—d.1-sATBCTat*1607.1hasMbaiappkd Lmd Case Irl: Std Live Load Pp)rd Loads Maybe- S41afa1 )5af.. Shad TrbRidh T.Pad 30-0 LIP Ohs Bachd 3." Up 29bs TopChd 44.2 'l)pun 2DM 24n Bmc d 4412 TIP Sls 24h ` J TopChd 6412 D— 20bs 24n \\\111 BaChd 8412 LIP 8!s 24n s�l� T.Pod 8412 Dave Mbs 24h IV,13 BaChd 8412 Up Bhs 24n _ T.pO,d Dave 20bs 24n BaCld 9-1,-0 $ 8fs 24n Tgpctd II-1 -4 Ibarl ?Abs 24n BaChd Up Shs 24h \ Topchd 13114 Dave ZObs 24n \ i Bald 13. 4 4.8bs 24i,TopI PE 760.51 BaChd 1540 Lip ohs %TAT i 0ORID �j/;�/70NA i ISgavgephe SOUTHERN G3n3pxratSohltiamTA1 TRUSS Tnn, COMPANIES TES Rkmm— 201611.3 (BWd 101 Material Database versim 1564 Span Pitch QIY I&M 5/12 1 Load Case DI: StdDad Load Point Loads W(m 340 Tmc d 44112 BnC d 4412 TTOd 6412 BnO,d 6412 TopOd 8412 BaC d 80-12 TopCd 9-I1.4 B.c d 9-114 TopOd II-114 IbCd II-11-4 Topchd 1311-4 WC d 13114 %pOd 1540 BNChd 1504 Mpad-er Forecc Cnrrutrary Southern Truss Compames,Tne. 2590 N. king3H3 divvay Fat Fierce, Fl- 34951 (800) 232-0509 (772) 464-4160 (772)318-0016 Fax OHL OHR CAW L I CANr R 0." 0130 I-m 1-00 W 14 bs j LIP t21s man 3bs 24b D— Its 24b than 3bs 24b man 76s 24b Dw 31s 24n man 7bs 24b Dan 3bs 24b noun 71s 24b man 3bs 26, man 71.s 24 n Dm 31s 24 b man 7bs 24n 141s LIP I21s '®bl:idiagMe�lllmaxL4.mazsxblf Innzmnecf rt'dlieevfmm mxznzblfim4 TC 1.2 2-3 Q2% 0350 -T74 hs -I 78bs 34 45 am O-W -12786s lamb. 56 0258 -774bs I BC 6.7 0224 709bs (-m%) 8-10 0368 1278bs (-1j85ts) 11-1 0224 709 is Ombs) 7.8 0255 708bs -SBDbs) 10.11 0269 708bs (-580hs) limos 2-11 OID42 133 bs (4M) F. OD79 250hs (-154bs) 5-8 0244 599bs (-5521s) 2-10 0244 599hs (-552hs) 4-8 0079 250bs (-1546s) 5-7 0043 135hs (-2214 Truss -to -truss Connections Su®ary ID moidTms CaYiRTnss Cnymcfrm Amb TT8 cm GG 340 45d% TT9 Bt OG 4412 90 ft TT9 BI C3G 60-12 90d;g TT9 BI C3G 8412 90d,g TT9 _ 33 C3G 9-11.4 90dg TT9 C3 BI G 11-1I4 90drg TT9 BI GG 13414 90d,g - T78 CBI C30 15-" 135d% Not= I)Th'sd�'sbasda✓SCE7-IOasrdmsmlb�bc707 Fh,ida BuiBgCadc 2)58sQta,dfizzOie,cfnesale,dha¢malddhiasBtibFebadPls►ea�smnporiaitd'ddNimduebdmdknd,mnpmlastldl IL+(ICa-I)zRil Tliiaaa�mSvhAT�91IP(1. 3)Lbbbddpbm mlz32Dgp 4)Aq�aiyazvdSmyGt=IDQhsshm,appfidokyaelsealnssana•dagiv4b¢az�m1'ellryl,eTn�Mamdana'etcATH/IT11-?11025®n242 , 5)Aovidrad¢Iwedtaiel'�P�Po'�18 i 6)t.iainnasaDBt,omashavdonMwFRSfTymdng ' Truss: CMG Projectl,lame: 1452-B Tnx%Dts4x=: d)c Date: Ma018 10-3028AM Page: 2 of T PLIM Spacing WGT/PLY 1 12 in 102 b, i ���\ ENSF` PE 76061 'd STATE P, I %O'�•�c<ORIDP��tti ZONAL ENG ��\\ lI11111t11 summiab beBn3fr{g I BrianUDIakb, idiaccan ISgaugepbRa''9YIY,nhifi idmgaFightasmlSgeigcpbe i ' I Southern. Truss Companies, ]he- This CT31 ` 2590 N. kings B4way oct Pr�dj;�(1�1„c: larva 901UTHEA N Tries IYvp,a- dhc I s Dnr cm4cwTMRS TRUSS. Fort Pierce, F7 34951 Date: 0018 103o-29AA4 CGMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 1,3�: 1 of Vxsiarc 2017.7 P30d 14] Material Database He(sax 15(A Span Pitch Qty CHL OHR CANEL CANER PLIES SpaLitig vur/PLY 4-17 3535112 4 0.&0 0.&0 14-3 000 1 12 in 12 His 4-1-7 1-9-14 2.3-9 I i 1-9-14 4-1-7 2) T 122 r 3.54 I 1x4 1 J2; C3G J21 B3G lF8-0 0-0-0 1-9-14 2-0-9 1-9.14 4-17 Loading General (S1 Summary Deflection I./ (loc) Allowed L®d (pd) BdgCbdc FBC2017/ TC: 013(2-3) VnQb O01 Kit,;LIM (4-5) L/IRD TCLL: 20 TPI I-2D14 BC: 025(45) Vat[L 1 ObIP L/999 U240 TCD(.: 7 PpMbrlra Fb RAb: OL5(2-5) da/WTL• Mi. ILM4 (1-I) MI ID BC2l.: 0 UM: 125% hm/6iIL• O01 b M1999 ll.1) 21. 2D BCOL: 10 Ib crc o01 it 3 f6tATmm(JM YMmt (1i-02-2A) am-im) (5:143-M) Reaction Summary jr T. BtgCombD Btmwm Moral RedH n M.Rata M.Cr"ka M.W.RW Maxw Nf l{l¢ 5 F NI) I 11313n G.Mamrry 3DOh 59ft - -9he 496s 65ht 4 flRol(fms) I :Sr - 300b 95ft 41b, 39ht 41 ft 3 HW(rnss) 1 I.5. - 300b lift -27hs -28Ls -28ft Oft Material Summary Bracing Summary TC SP(AL9OL2013)922d TCBaug 3nldv}Lisn630,Nitdaq/tbyDltos BC SP(AISI]'r2D13)42h4 BCBadg 9tahatallrFam6301Lhtdagnby0has vas SP(AlS362012)40114 Loads Suim3ary 1)Tb'snrg,atband.iwWforf TaEdeb 10µsfbobrndvdMftdplsdsdfads ,. ATh'etaskukmtdsgr�rartedfeadnGdl�nsaadanalti��7-lortnfekbaigmdddipe 160mphuFirek��ndJFidsd.Ge6L•Fi(4»'6�3'nQ�If1D),QvalBk� � Ums40fa4733fth-)5f%NawP, 7Z TntnNit.adv6ansde.LDRPIL0.CC7meWdh4fL 3)MnimmsngaebfaS.gn�daat¢tt�iBC'ribk1607.1 hasnot6mupptaf I Lead Case IxI: StdUve Imd Point loads Mm4r Loam DFafat Lmd TrbvAm Topcm 2.11-0 $ 131. BaCW 2-It-0 TJp "h TaPcw 2-II-0 Imp I3h Band 2-11-0 Up 276a LoadC=DI:StdDeadLcadPoint Loads \\�\\,, 8 Merbc Lamm Ehdm Lmd Trb0.MhTbp\ \ Bara�td 2-ii-0 Imp ii��•,GENSF����-/i ,hpa( 2-11n-0 Up -0 (p l7ft PE 76051 Barad 2-na r Member Forces Summary Turd=MmBen;mm($max=Wfbrq(mwmW.fb¢4dike¢fionamc®lr* TC 1-2 0126 -65b, 2-3 0134 Dbs — ) j 13C450246 oft 5.107)65ft _t4 Iulss 2-s owe 151bs (-0If� STAT ` ///n)6NA! Sou them Truss Companies, Inc. Truss: C1I14 ' UTHERN SOUTHERN N. kin ' e way H� Pr4ect Name: TnneD--*=- 1452a d6cl �, TRUSS Fort Pierce, F134951 Date: wao)8 J0030AM Trm COMRAINIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 o'2 Vets xx 2016.113 [B1nld 10] Material Darebm %erwn 1565 Span Pitch Qty OHL OHR CANT'Li CANrR PLIES Spacing YXIMPLY 5b6 3535 /12 2 01►0 ON 14-3 I 0." 1 12 in 16 h -9-14 3." j 1-9.14 5-6-6 I 12 3.54 F • I ,x4l 2 �ti I O 216_ 1 , i T 4 ,x41 J2 J2 L2G i I I I � Loading General CSI Summary Deflection L/ (loc) Allowed Load (0) BB90dc FBC20171 TC: 0.17(1-2) vncp. OD3KP I L/999. (4-5) 1./180 TC[L: 20 TH 1-2D14 BC: 029(4-5) v"u— ODI KP L/999 (4-S) L/240 TCQ.: 7 RspMbrl— hb t1m: 006ps) Carl/O4TL- 007'n 2L/489 BML: 0 DM: 12356 Oa/CHW 002h I 2LA999 (I--1) 2L/12D Reaction Summary Jr Tvoe BmCambo BmVIUh Maya) ROBmVkh M.Tt= M.C—Lw MaxRhdLbBl M.Lw M.H ii 5 F%C%bq 1 11313h GMMMasoay 3DOh 48hs - _ -54ha -54hs 78hs 4 MM(fnw) 1 Ish - 300h 57h -11hs -10hc -Ilbs Ob. 3 HROI(fnsss) I ISn - 300h 20hs -7b6 -02hs 42be Ohs Material Summary Bracing Smnnrary TC SP(AL91Y,203)621,4 TC&adg &.dwor7la Mw&3-4F.-bdewby0t— BC SNALSIOWD:3)622x4 Bmadrg Shandw%ftw6-3A%T.degaby0fi- V fas SP(AL9116-2012)N12x4 Loads Summary 1)Thbrwal axbamdzjp s fahedfa d6 100bw-dmdku b dpisdmdbe&- 2)Th'sn�hasband�ladforfedieEotxid4adsnaaa�¢�SA9�7-IOwnfnfabu:gnadiro1iA[ 160mphWinaSFF�xaC.r+J)'P dzvd,(hbbfip,BuiGg��ayR(fa1D0)QeslBtlg Di m4Oft4733f4hmlSANaOd7o Tas N*.6'edu&.. ..iDOLPILO,CCZ—Wdh4ft 3)Mumun..�_haS..�nemrda�mvhR7CTahk1607.1 h—mb—ppw Load Case Lrl: StdLhx Load Point Loads M.*b Tenn Dr im Mead T)bwft TopChd 2-II-0 LIP 13hs BaOd 2-11-0 Up 27ft TapChd 2-II-0 Lp 131. BmChd 2-11-0 Lp 27hs Load Case DI: SODeadLaad Point � �\ P Mu Menbc I.omim ii tim Imd TrbFNh Tap/3d 2-II-0 BaCd 2-II-0 tLp 7bg TopO.d 2.11.0 1p 17hs / BaChd 2-II-0 LIP 17hs / PE 76055 i Member Form Summary Ta6Yidz6Manbcll�maxC3ma:a®Ifaq(nmmmp.fax7ddfavafanmaxaxelfomj 1 1 TC 1.2 0.169 -92hs 2.3 0.189 -0I bs 1 BC 45 0237 Ohs IN OM5 78hs -14 WW 12.5 ac 60 190ha (-nbs)STAT Truss -to -truss ConmeWons Summary -�,7 p •� ,c 'l �('f ; `r; FD C-WTsaa 6srvbRT= Aapb --j•c�•�C_OR1DP • ���� TT3 S2 C14 2-11-0 313 ft \ TT Tri 04 � 2� � ///,`S/ONAL LNG \\ /////lint\\\\ Southern Truss Companies; Inc. Tiuss: 07 - P114--t \1ame: 14528 SOUTHERNti90N.kin�Highway TrmND*gncr: &, TRUSS Fort Pierce, F134951 Dale: N1/Y113 RM I AM Compax t solu&w- Tnm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pw: lof Versivu 201Z7.11Bm1d 2] Material tab m wrsi= 15(LS Span Pitch Qry OHL OHPI CANTL CANER PUSS Spacing Vlt(,TIPLY 10.512 3536 /12 l 0" 04DO 14-3 0110 1 12 in 391h9 3) i 1-9-14 4-11-12 3-8-2 1-314 I 6-9-10 I 10-5-12 J3 J3 wJS J5 ABGL 0-D-0 0-0-0 1-M 4-11-12 3-8-2 1-114 f 6-9-10 10-&12 Loading I General I CS1 Summary Deflection - L/ (loc) Allowed Fmd (W) B1lgmdc FBC20171 TC: 031(2.3) )bIQL OD7n L/999 (5-6) L/180 TC(L: 20 TPI 1-2014 BC: 047(&7) µ41• Own L/999 (56) Ln4O TCd: 7 P.PMbrinams¢ Ab %%: 022(&5) CMICHTL 009n Xrl (1-1) 2L/120 BCL-: 0 12OL: 125:G ¢n10317• 0U4n 2L/840 (1-1) M112D Reaction Summary 7r Tvoe BMCanbD BmWdh M..w R4dBis:ViSih Maxpe MaC—gpol M-VkdLb@ M.1w M.tb& 7 %(Vh9 I 11313b Ca M=.Y 3DOn 3901s - -212bs -Mbs 110ts 5 Hmcrnw) 1 ISh - 3DOn 319M - -183bs -183bs Obs 4 MUCr—) I ISo - 300b 90bs - -74bs -746s Obs Material Summary Bracing Summary TC SP(AL91:2013)S42x4 TC&adg 9.Wd % .W&3-0,%&daj41iy0n BC SP(AL4]i2D13)WX4 BCBmft 9imhdmFbr —t 3Q14sfn&e 4by0iss . V18s SNALSM2D12)IB24 Loads Smmnary gTh'sn�tsssbasi�4draf4eirasax� lopeibotrndodhebadpbsdadbsds � 2)Tb6n�1�46m4e�dro�ix�r�orondb�n>�m�+us�/• low4f4�rora,:e4�ar�:@4c 1w�nucnma�H�+1�ru�sm�nnp-1Doxo�rBng , U s400s4733flb-15iNa&dZ—T..nW&r.dnmmsda&TXIr16D.00Z—Wdh4fL 3)M'mmanmo�SvehaQ.Bnemdanm�HiCihLb160211nsmtbennpp[C � Load Case Irl: StdLiw l aad Pobt Loads M-be Lmbn iiefm f®d TrbRtlh TopCtd 547 DD 321bs Bm04d 547 Lb 5bs TapCld 547 DD 32bs - BmQd Sb7 Tbpad 7-106 BmOd 7-106 Lp D— D— 51S 711s 4ts ) ``,1 \\ TbpOd 7-146 1b. 71 bs BmOd 7-106 D— 41s Load CaseD1:StdDeadImd ���49j V\GENN -I/,TVmt Loads Lab. � L d TsbVWh f PE 76051 �I ma s�ai TupOd 5-0-7 Blc d 547 D— Donn a� 9bs 14bs 1 —_ %TAT TbpChd 7-106 D— 27bs -13 BmChd 7- B.� 7.1 D— D- 37ba 3 bs oo ► 1 % �•c A. ORID�.G�� Member Fors Sunmrary ,aN �M rnm�xrs. �x�nlr�( �.+n�aarr �..,nlrm� /// CC`S, •� TC 1-2 M1 484U 1-4711s 2_3 0308 MU -536bs) 3d 0254 75bs (l0ba) ♦ S Q �N 00�4 V&12.7 OL 2I 3�78ttc (-255b4) 36 2�32bs 3-5 0022020 693bbss (-3606s) Southern Truss Companies, Inc. Truss: 01A SOUTHERN king flip 2590 N. kin Proj= Name: Tfnce Dowyer. 145243 &,c cat ` 7M TRwiss Fert Pierce, F134951 Date: 0018 1002AM � COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Paw: 1 o'2 2017.7.1 [Build 2] Mate1131 Dat base versim ]SECS Sgatl Pitch Q(y OHL OHR CANPL CANER PLIES spacing WGT/PLY 94-13 3.536 /12 1 000 000 0-00 000 1 12 in 371t7s O 1 T 21 6 5-4-11 3.8-2 5.4-11 9-0-13 I in J5A I ABGL 0-" 0-0-0 ♦d�-1$ 4-11-12 3-8-2¢9vi! 1 54-11 9-0-13 Loading I General I (St Summary I Deflection U (loc) Allowed Load (0) ftcC -- FBC21171 TC: 0.610-2) V.CR 0105n L/999 (4-5) L/180 TOL: 21 TH 1.2114 BC: 040(56) VnIL• QW. L/999 (4-5) LaQ Tom.: 7 RgMb,,—: No V2b: 027(2-0 1b.CR ODI h 3 TnT : 0 I2OL: 125% CWFbmyf;_20 E Type BgxCm BrpZ MV RgdBrxWlh M.Resa Mash}-W M.%dtWw M. Wt NWH k 6 Pn(158q 1 10594b CmgxMcvry 300b 3716s - .1981. -198bs 121bs 4 MWA(<..) I I5n - 300b 366bs - -201 hs -201 hs Obs 3 MRoI(f11�) 1 ISb - 300b 86bs - -71 to .71 bs Obs Material Summary Bracing Summary TC 6P(AI3Y.2013)922x4 TCB-ig 8mhdorP k"6-341h fndppfby0hn BC SP(AISOS•2013)f122a4 BMadg 9ses/dorAa4sa166-0,Auisde;gnby0hss VAS SP(AL935-2012)432.4 Sldc SP(AL906-2013)4220 Loads Summary 1)TW hmhasb-dk,.dfar1 dfgad,eb IopMxwduNheb3dpbsdWba& 2)T1i-1asb-d.g,Mfat f—ofwid10wYiiW 160.ouhmgEV..er_F*F-bgAC bb}fKBuUMCoWYRP-IDO 0—IBijg Iire40ftr4733ah-I5$11tEdZ—T,.s;Ndradv.ba a .e iDMrIM,OCZ—Wdh4ft 3)Mnimmm'agmrcb3digh—d—.sihTDCTahb1607.1h. n—b.l ppd I SM149-n in if13I f DIM Point Loads Mantic Loafm D1efm Imd T1bVkth TopChd 3.7-8 lb— 436s ftCd 17.8 Lbw] 7bs �� 3$ D� BaCd 6-5-7 DW 4bs \ / Load Case DI: StdDeadlmd ` 4 j v`GE�(`s1�1�♦ 1oint`°&IS PE 76051 N Mantic Iuafm Isaion lmd T1bWdh r TapOd 3-7.8 tDwi 21 to 1 1 -^ W d 3-7.8 r.. 21 bs TOPChd 3-7-8 to.. 9M BaQd 3-7-9 Loon 14hs TTChd 6-5-7 Dave 35 hs %TAT / BOIL d 6-5-7 D— 421. l ` /✓,� // TepOd 6S7 Ibun 27b; / JO \\ l Bpi' P j v \ BaChd 6d-7 Ib.n 371s / ORIO�" /� k/ Member Forces Sumtraty7z9bs r�2elrbbid Maa tgn�(51, ftr«actn��y�r ddraea6ana��umq S+ONAL -- G TC If-2 3u\�\ BC 4s az aa4ls 56 abol »aFs 6.1 a4o1 d32Es / vAt. 2-5 0.104 256Es 2d 0270 851bs (-659bs) I /111111111���\ --n —.. e.nmaor Ala. gy.1e--g I ' , BfianM Bleakly 6)'Tnq`raminfgmaemiC—IM epWfaaddiom'alhf—fo.,U n phnsf.lbe =I8'vh'ab idenm 18&.nephw'418'lha M.M. lighe on 188augepbe a w—:M M' Soutflern. Truss Companies, Inc. Truss: J11 SOUTHERN 2590 N. kings Highway > eject -*e: er )45iB C«VomctSchniorIN"m .TRUSS Fart Pierce,F134951 Dater N1�18 10303AM Thm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax�' 1 2016113 [Build 10] Material Database ve<sat 15CL5 Span Pitch Qry OM OAR CANrL CANER PIIFS Spacing )hGC/Pl.Y 1-60 5112 3 0" 0-00 14-8 000 1 24 in 51ts I 1-s-o i 12 5F t' I i2 2x6 - I T I 1 i 0-" i ,_&O 1 Loading General CSI Summary LJ (loc) Allowed [.d (p) BbtCodc FBC2DI7/ TC: 006(1-'2) VnM On I L/999 3 L/180 7Cl.L: 20 TPI 1.2014 IDetlection BC: 0.11(31) VaLL On L/999 3 UM TCQ.: 7 RepMb l— ifs Vlb: ODD(1) CudC i7L• On 2L/999 (3-1) 2L/1M BOLL: 0 l2db_: 125% C.11CH -1 On 2L/999 1 2L/120 BCQ.: 10 fbt ck Oh Reaction Summary _ 2I' Type BmGNnbo &AwM MMW RodBrRRi h MazR= N(.G vtw M.WlAW MazL6Ut Maxfbr¢ 2 Ph(rms) I I5h - 3D)'n 93 bs - -46Ls r166s +62221. 3 Ph(WA 1 6h Ca M—y 30)h 27bs - 46s 4Es +1.292hs Material Summary Bracing Summary i TC SP(ALSKYOD 3)f22a4 TCM id x 9."l Aaisas1000,Bafnd.�pbyOf - - BC SP(M_8M2013)1022a4 BCBmft ShmfdmRd %a163AFkxbdevnbyOlz+s VA s Loads Summary I)Th'sn�hasbmidagrnlfaledleE6eolOpsl6obmdvdFehadplsdadhadc 2)Th"sassvhasbmid�isdfrctiedfasofwidhad;haoaidasms�u�9(f7-IOwiiMob�v�gmdlidiQ[ 160mphatirekEq�veC,FvlyFid�sad,®bbTfp,H�ifngOLegpyB(I=IDOJ,OwalBklg Dbra40Rz47331(h-15$No(Fid7m T,w%N6tieadwabm.W.,dDQr1.60,OC7g Wdb4fL 3)M'nmianetuagaicbads3hemzda,mJ,R3CTahp1607.1 humb—ppW Member Forces Summary Tsbbid®�MardclCjmaxCS( maxm ®Ifaq(mazmnpr fQ¢Addiaeafivnmm azelfimj Tc I i aan 27eua BC 31 a106 2921a (438W WA Notes I)Th"edema'absselanASCE7-IOassd'ae�byfe207FL�aBuiingCode l 2)VnCRad}},rzCRaNiese� IardhoicmhlddhipsArcbivelvdplsleeapmr,�anaaafddimm�dumdmdtad,mmp�alasllfl ll.+(Kc-1)zffiILiiiaamh�ssiiR141f1'11. t 3)Agimiymmdfam ,Cq brgmpkWv ppwd aihehuVpwon mumlhsas shdbhTmsMandame-pmobnar fI-7D02mn242 \ \\,, I I Iif I/ / 4)Tnffianssmni®sn"sfa8mplimlhep®ummy AluAgcarMceauonlm.mim9ia16epwddo®lienaxsmmmaidspiftdounnlseReseun9manay. ' \ 5)Mutipbpbrdbd d¢ 6)isrniwidspf0�mn.m—icb.donMW'FRSWf'bdi48- \ i_ PE 76051 ` %TIE11 I iL5 ainatlarnbyt,eH,iig BrianjMsleakly /j 1 18p,eT se I Southern Truss Companies, Inc. Tmss: J2 ::ice Y .SOUTHERN 2590 N. kin Hi Wd � �' y Projed lime: TrimD--sigtxr- 145243 dhc c«ipa TRVSq Fort Pierce, Fl 34951 l efe: &IM18 103034AM Tcf1wllmasT*t . COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: I ON %xwa 20)6113 [Build 10] \bterialDatabr=wxsiuc 1565 Span Pitch Qty OBL OHIt CANfL CANER PUES Spacing WGtPLY 2-0-0 5 /12 12 0-00 000 1-00 0-0.0 1 24 in 71hs i 2-0-0 1.4-0 OSO i ' i 12 5� Tq So NI a T 0-0-0 0-0-0 1-0-0 0-f3-0 I 141I 2-0-0 � Loading General C[ Summery Deflection L/ (loc) Allowed Lead (I'd) BBgcadc TBC2017f TC: 010(2-1) 'Jack NAP Lf999 (4-5) Ln60 TOLL: 20 TIi 1.2014 BC: 011(il) WS- OhLP LN99 (4-5) LrW TCIL: 7 PepMbri— a um: 007(2-5) OL dCH L 0.01 n xtm (1-1) 21-1 9=: 0 ttOL: 125% OLdCHLL Oh 2L1999 (I -I) x 21 BOLL: 10 lb cr: OD] h 3 Phe01rffi(L¢XtAnek (15-142-3A) (20-03-13901 (5:1-03=) Reaction Summary 7r Tvge BrA922t HPlk1b MW.W RgdBrp%th M.Rw M.C—LWt M.VkdlW Maxibifl Maxiirie 5 Pi cw I Bn C—Mevry 3DOn n6bs - -wh {Obs 93hs 4 HM( —) 1 ISn - 3DOh gibs 44hs -43 hs 44M Ot 3 WtolCr a) I ISn - 3D0n 36bs -30M -27bs -30hs Ohs Material Summary Bracing Smlmealy TC 9'(A-BMo13)t22a4 TC1 -ft 9mf�grBuisa16-3APaiidbby0hn BC SP(AL9�2)13)n2s4 9CR-ig 9.tWo K-tIOAQBdad.*by0hn . Wb� 9'(ALSM2112)n2s4 Loads Summary I)Thc mWbmidm�,Wfg t�Ta Aro10pdbgundvdieiadplsdsdbads 2)71ist,�lnshm�degrnlforirdrmtgfwidl naon�anxwfiA4�7-1NAfrfdasigs dLnfigae 160r%bOi m EVmtgF yEndcd,GsbbTt6BuifngCst$ayTIQ-1inO IBtlg U.,Mf.47334h=1541TbtEidZu Tnss6N& red.,b—i3 iDM,160,OCZ=Wdb4ft 3)Miirtu =ag=izbwignaoadam sihTBCTabb1607.1 h—b—ppied Member Forces Summary Tgbbid�MmbaTQmwxB,naxgxa fg Q(ma mnp fg ¢Iddlgngrma maxave fg ¢) TC 11.2 0064 -75 bt 2-3 0.099 BC 45 OD99 Ohs 5-1 0.114 93bs 49h0 Vkb� 2-5 0069 219bs (-125hs) Ibm-to-truss Connections Summary 2 Cu JOLnv 1Ca vhz05e TT3 7Ci4 2-II-0 315dg T73 n 04 2-11-0 45dv Notm �N N1 BL I)Th'sd�n'shavdaul5CE7-IDasidaamlb)tr.�7%tridal3dingmide ��\(y.¢,� `t'jEN(l `. (/ xi 2)16tQteMHuzQteielKwiminndhueneldd4fne8rbG.ebadPlslme;sm^4untofddlmiduendedka4os^P�mi1fI II-+Qfi_1)x]M L7imaada�m�7hATH1fR 1. � V , �. v� . `jL 3)aymyor.armycy=IDo,la<tm,g�of�cb�lw�w�d�.a>�g„pew,1b,+wrg�MenufmoQpQA*srtxl-2ooz�x4z � � � i 4)Truaoasamn�iforggph®IimpminoJ3l Ahange-orohasrgoualgvrr�ndalbpgvdgtDss&Mrtu�m�7nudtp(t'idqunnfrRmgon9rmay. 1 / I \ S,L'sslwidsyBhemsl>ti�owMWFRSGJdtad:g �1,r.,_ i i PE 76051 1 ` 'a STAT 1 j�`S/0NAL ISL g'Phe i i Southern Truss Companies, Inc. Truss: B t SOUTHERN 2590 N. kind H2ghvray je tllame: PrTn=D-dgaer: 1452E dr Tntiss Fat Pierce, B 34951 Date: &1&18 10.3o-3aAM CaF7p Tr Solu>ias TM Trl1SS COMP AN IES (800) 232-0509 (772) 464-4166 (772) 318-0016 Fax Page: 1 ot!I jai 2015113 [Bmld 10] Material Database versa): M5 Span Pitch Qty OHL OHR CANM CANCR PUBS Spacing WGr/PLY i" 5 /12 3 a" a" 14W 0-M 1 24 in I 1 Its 36-0 I 1-" 2-2-0 36-0 12 5F— 3 IT I W of Y 'o 1 x4 j 11 �- 1 T4 1x41 CJ7 CJ7A CR 1� 0 2-2-0 3-&0 Loading General CM Sunnnary Deflection L/ (loc) Allowed rmd (pd) BBgQ L- FBC20171 TC: QIO(1-2) vnM. Oh1P L/999 (4-5) L/180 TCL: 20 TH 1.2014 BC: OD7(5.1) VaLy- obtr L/999 (4.5) L/240 TCIL: 7 RVMb,[— Hs %%: OD9(2-5) Owcffm- ODIh 2L/999 (1-1) 2L/120 BC(2.: 0 ROL: 125% CadCHLU' 0h 2L/999 (1-1) 2L/I20 Reaction Summary 2r Type BMComho E2e Maaael IWBmVAth M-Rma M-r-AW MaxRfd7.lpift Maxibfft M-Ht k 5 ph(%I 8n Comia:Masaay 3DOn 214fc - -66hs -666s 159bE 4 MU(T—) I I3h - 3D0'b 30E, - - - Off 3 HM r—) I ISn - 3DDb 49bs - -55fa -55bs Ofa Material Summary Bracing Summary TC 1Y(ALS05-2013)K12x4 TCBmamg: 3imladarFUiaac634),}lvfidegnbyOhas BC SNAL9C62013)t22t4 BCBmig 9-fdaP iad1000,Bafid.WbyCt— Vdbs 9'(AL97,2012)02a4 Loads Summary I)Th'saashazhandogr�slforfaailasam IOpiboarndgrdbe�dpiadsdlmdc 2)Tb'sr Wbmdag;efatl ffmsMwidbad,ba daim*A&SM7-I0vibi b-iigmdindiVLt 160mphutinwkE*pa>.a�,Tu1YF+duedCsbLifpBuiingCatgvyB(I=IDOSO.aafl34ig Dina40ftx4733fth-15ft14xEdZ-T.,.,N&a da.*axsd5aiDQr1D0,CCZ—Wdh4ft I 3)M'n.mm—m.-bafti.eanafa.-.AI3CTabk1E07.1b. n—b-.ppE.d Member ForcesSutnmary 7ebidesMaabelgnaxL4,a�a�lrms(�xa.tancaedraaxrmnaaxaxbtrmr) TC I-2 0.101 -154fa 2.3 DD82 -46bs BC 4s =4 ohs 5.1 OAW 159bs -28bs1 Rlhs 2-5 OD87 2746s (-148h:) Thiss-to-truss Connections Summary 7D CrtadTnaa CaCT7A s (�n3-7-8 ad \\llll l lJl/� nD M 50-7 45dg \\\ \ N 1V1, BL 1)7Udepabm lmASCE7-IOasrdaaKdbyl 2Cl7Fre&BniftCade ��\ ��VE7ViS�.\`�/�� 2)VACRandHcmCtaefrae6aludl—.bkWbivaA¢bfmbadpk faoey—qp ofddbdwdmdmdted,amp2dwDdl(L+(Y,a- I)xDdl Mi,.=da,m+.hANWM 1. l- 3)Agiafyo>raolfaa,Cq=IDQhazbmiapprelbfnptathealn�ieda®i�ahsaz�Ta56yfnTn�MuodaoacpcAFH/f711-20029sm242 E76051 / P, 4)Tn�oa�asaaaaaurefargraphal'ampaaronmy Aha�gcorditsauaalcm�n4o1(eppuiddbea3rinaimdmaidupifdwnnheRm®n9am�ay. 5)S:adwidaRffinndo<shudmMWFliS00�'be&g � i � � I '4 STAT i O_RI O�. NAL; m(EAAmparhaarm�haf6ermia,afofceatimaaamcnrds�.Warn;:SnAielnmi6aadmde�a:aaaidmpimm�appLdlyfrTnasMamraa�camafa�mheamaay anaanbla�orlxnfmmn„mranbyheBui7ng BrianM Bl rf sgcAaelmhicaaw;�g:JaecampwaeorarprsamingramigrRurhSy¢:l#yrvhvisavgrmaa9p�+,asel�wwp�gmnaha'Ta�partw)rdmaamnecmaalwn^pageroraddmalnrmriaiu.aa.nazrpbadal6e wGondbySmpm9mg7-eCaxn{anj,rrcnsanda�ud�ER-2762.Alarvnarplaesn`e20ppug•,wlBlrgieOidpUemeurolrieitya-�s"wiidiid'iaaan isprugepbk«SW 18;wtidindmsab tnv�la F- -476051 ��,n J(MUl.eefld Aa[...Axd0[I / Southern Truss Companies, Inc. Truss- J3 t SOUTHERN 2590 N. king, Nigllway Project Name: 14 Trim Di dho $ TRUSS Fart Pierce, F134951 Dale: &10018 )03035AM COM101:M sclufi TM Truss COMP1 N IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Fw- 106 Vmim 2016.113 [Bold 10] MaterialDatahbewsim 15(4 Span Pitch QLy OHL OBR CANTL: CANTR PLIES Spacing WGT/PLY IN 5112 14 04W 000 xw 1 000 1 24 m MIS 1-4 3-60 12 5F— 2) 1x41 1 C3G i 0-0-0 0.0-0 I Loading General Summary l Deflection - - - U (loc) Allowed Load (pst) w8codc 1BC2D17/ TC: OD9(1-2) T VdCR obit L/999 (4-5) L/190 TC L: 20 7N 1-2DI4 BC: ODB(4-5) VALL, onlP lcuzvcHLL, L/999 (4-5) L/140 TCL: 7 Rgmbrl— 1(s Wb: OM(2-5) C dCFTfU ODIn 7L/999 (I-1) 2L/I20 BCLL: o DOL: 0% Oh 2L/999 (1-1) 2L/120 Reaction Summary 5 Rs(W 1 Sri Co Mammy 3DOn 214Ia - _ 1 - iN 4 Md(Tn�4 I ISn - 3Wh 251a -2hs - 3 HW(TM) I 1Sn - 300b 30bs -1 hs -Gibs Material Summary Bracing Smeary TC 9'(AL906-20I3)MM TC&adg 9s WwP,.%w6-3A%fodjpby0h- BC 9•(AL9C 2013)022,4 BC&sdg S dwfi rUfmatlo041,Aaiid�g,byChad vats 9'(A 335-2012)O2s4 Loads Summary 1)Th'snashnb-d.Oadfart-dTm Ae IOpdtnayndnd Aebadpbsd®dtads 2)TWsnmhasbmidagdfoti TasafwidE beaxrdanwvAA.M-IOvAAcfbbaiz3 ddrWipe 160mphutimi;Fvo-(,TWyEd3,Cabb*Bddngoftnng-lXOO alBe, L6a40O:4733fth-15fthb1EdZ—Tn.%Nihrad,.bmr,il, iDOL,1L0,OCZ—Wdf,4ft 3)M'i*,--g.*Jm •. i.—&—.IhTBCTebk1607.1 t- mb—nAd Member ForcesSfmmlary Tsbkir�sMmbalgmm(9maxaselfov(ma�mmpcfonxlddfae¢fivnmaxaxelfo¢) Tlhlss-to-truss Connections Summary ID CI1idTnss CeaybRTn Cr�ijwgd Amk TT6 DI 1333G 44-12 270dg 7T6 DI _ 133G W2 270Ag., TT6 DI _. _ B3G 8612 270dg T76 _ DI - 1330 10012 TT6 33 B3G 11 34 270 ft TT6 DI ` IxU . .:270-ft TT6 DI -B3G.. 83G 1S3A 270Ag :I7oft TT6 DI w ^1734 `. TT9 DI OG 4 -12 90dg .TT9 DI OG 6412: ... . 90ag ,. TT9 DI OG W2 90Ag TT9 -Dl OG 9-I I-4 -:.... 90dg., Tf9 DI OG 11 114 90ag . TW 131 OG 13-114 - . - .90 ft Notes gn�sa�,ab�a�e7-loffi�aa„�by+r�l7t� &�gcme 2)36sQta1dTHrsoea,xfieevla�dhs�¢onraladYmsa,eof etaap4sfinepamparsofddttrimArna®akaa,mmpm+a,I2n u..(r;c_ 1)a�l Ll.nam�dvmuY��a1�v/fA I. 3)Aga6yaraolamr,Cq-IDO,hasbansppfcduhpbebeal�ai¢d�nvabsasspm7dbyhe7'nmMa'u6ompaATHrtR.1.7002Snim 242 4)Tn�-oasman�'stagaplinl'sep�mionmy A6a�ordicsuwcelcmim'nAmlbepooilafo�Mrax�mmmmdupTCcdwnnf¢Raxtion9u'xruy. ' 5)I;adwidupdhmoinsbasadmMWFRSQiykadrg. ' -63 bs 137bs -2hs -42h Ohs % PE 76069 I 1 ko, tit = '4 STAT i �p �� A(�i ljl4c; /�/ORI //SIc NALI ////III Southern Truss Companies, Inc. Tom: BA 4 i 2590N.kingsFii�lway ProjectNtune: Tr.,Dei_g=.. 145243 db. SOUTHERN Fort Pierce, Ft 34951 Date: 6q/2018 1030-36AM carT]R6S$. o�eln sollma>,tM Tess OOMPAN IES: (800) 232-0509 (772) 464-4160 (7.72) 318-0016 Fax Pai4:: 1 of 1 Versim 2016.11.3 [Bui)d 101 Material Daraba — versiax 1565 Span Pitch Qry OHL OHR CANPL CANIR PLIES Spaces wormy 2- 0 5 /12 1 0-0-0 000 00-0 04M 1 24 in 11 Iln 2E-0 2-" 2-M 12 sr — 2x CJ7A 0-" 0-0-0 2Z2 Loading General CSI Summary Deflection L/ (loc) Allowed road Cod) Bdgco - FBC2017/ TC: Q17(1-2) bsQt yOn L/999 (3-1) 1./180 TOIL: 20 Tp11-2014 BC: 009(34) VAU- On L/M (3-1) L/240 TCUL: 7 Rq)Mbr1—. V. m1b: 00D(1) H=at, On 2 Bc L: 0 DOL: 125% OFh=,X =2D � BCII : 10 1'bepi'ffipnr7CYAn¢k (1344-19Q) Reaction Summary If Type &¢Combo Bnewdh Mabel Rgd&eNldh MaxR®a Ma:GavLb58 MaxRidibBt 1 pi'("]) I Bn CammMavry 300e 92E, - -I81a 3 HRpI(rnaz) I 15h - 300h 40bs - .1 bs 2 Hmcr—) I ISh - 300e 75 ba - 64hs Material Summary Bracing Summary TC SP(ALS05-2013)422t4 TCBft ShmibrorAriaes6.3-0,11afid�by0hes ; BC SP(ALSOM13)i2L4 BC&.&C 9.ddprR k w1O4AP ffidejgnbyOhes Ribs s(dc SP(AS05-2013)i22X4 Loads Suumtary 1)7bkmh Kb-d*nlfprtK Tf %dnb IOobot.dod hehadpindsdba& 2)7rwnral�ub�d��r(,ear�or„�dt��a®da�wvz:7-lo..a�krow+:a��.w:pe ICD�,nu>maeEB�ysm�I,cae�.Hn>�a��rnp-Ino),o.earBag Di.400:4733fth-15ftTt4EidZ—Tn-,N*tli dwbmsde DgrIM,CCZ—Wdh4Q 3)M-nneun5aag- baSgueomla.—M83CTabk1607.1hazmb.i pphi Member Forces Summary 7hbtiedatcMerbelQmea�,muazelfaq(maimmpr.fp¢fdtraeafipmmaxaxelfoa) Thus -to -truss Connections Summary ID Cm idTnm Cm**Tnm Cur iipwz M* TT8 nA C17A 3-7-8 315di8 Notes 1)T,W5j n'shev d-k9CE7-IOasrdav�bjM2I7Rxida &dfngC� 2) WCRardHorzQtarzfeveueladhuen�l�8ebiebadpisfmagrmngamofddkmn8ebdmd}bd,mmpcAnsDdl LL+(Ka' I)<D.il IlsamdvmJiATSIfPI I. 3)hpafryareoiGmyCq=IAD,hazhmipppidbhepbt§ealns�nmd�q�val aazspm7'eib)hT�MbbhmepcAl3RA 1-2002Ssin242 4)Tns;W>�mnaameforgaphiali�bpmgnad}Atmngcarohcvimmicaamondalbepwiddbes'sM �n�one�dsgSfLdvviefrRmmon9mv�ay. 5)Iiadcid WK—k-b.d-M WFRS"heft -1 h Obs 64hs Ohs ��111iiffl/�� NS TT� PE 76051 1 STAT ,5 .4 OR1D Q.�'\��(j\�� 18B.%gbe Cm7potv�[ SotlronsTM Truss Vcoal: 2016113 [WId 10) Southern Truss Companies, Inc. SOUTHERN 2590 N. kings Highway TRUSg, Fort Pierce, F134951 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Truss: 34 ' ProjectName: 145213 Tnm Desiper- dhc ' Date: 6/1018 10,-V.36AM Page: I ON, Span Pitch Qtv OHL OHP CANrL CANER PLIES Spacing j war/PLY 4" 5/12 3 00-0 000 1-00 04-0 1 24ia 12Ibr 4-0-0 1�-0 24l-0 r 141 44)-0 D 1 X4 I L2G 043-0 248-0 14-0 443-0 0-0-0 Loaing General on L/ (roc) Allowed L-d (p) wgcodc FBC20171 TC: Q13(2-3) vAck On L/999 (4-5) L/180 TCLL: 20 TP11.2314 BC: OD8(45) )bAZ OuIP L/M (4-5) L240 Ta3L 7 RepMbrltxrma: Y. NBa: QI0(2-5) (kN6i17-. ODI'n 2L/999 (1-1) 2L/120 BC L: 0 13m: 125% C dCH I_ Ob 2L/999 (1-1) 2L/12D pm, 10 Mh CR: oil 3 Fb.Wf (.h¢RYAm): (13142-3M RDQ3-139a) (5:1-00-M) Reaction Summary E Tvge 13t TML0 t3n!tWb Mmasl Rgd&gWA Max Rug M=GavLW M.V"Lw M.Lw M.Hr¢ 5 pii(51bq 1 8n Co Ma y 300n 227bs - -71Es -71 Ls I76Fs 4 MU(rtsss) 1 ISu - 3DOn 41 ba - _ _ Oft 3 MU(fssss) 1 15b - 3JON, 656s - S7 bs -67hs Obs Material Smeary Bracing Summary TC SP(M-905.2013)R22x4 TCD iu 3misdg Pw§aat63AP fndagtby0ks BC ST(AL9QL2013)M_2x4 BC13tsdyr 3mkiarAcisat100-0,Agisdn by0lss. L1bs SP(ALYK2012)$82,4 Loads Summary I)TI r. stasbvnd.�,tdfakdfas8eb IOpdbm dt dFehadplshadb-& 2)Th-srtshashmid�iadforMifeaofa:d naaadusxsWs.4 7-WvAlwUaAivgs dfrdips[1GOniphutirekE4mxeC,r+d!'F+dsdCebtiFTP ^B� YRP'1D0).O.va�BkEfa Dits40Or4733 f{h-l5$WrF4d7—Tns r4*rs .dssdror.&.LDOL, IbD,OCZ—Wdlt4Q 3)M'nn ...gu bhftneaadv.vJhTBCTnbbl6D7.1 h mb­ppSe! Member -Forces Suzy T bt: n,�gb�1L�m�xcs,g�xa f (n�gpr.fa�ader aa�lfg� TC 1-2 0.112 -1821a 2-3 Q133 606s BC 45 awl Ohs it ODBI 176Fs -32Is1 V.ft 2-5 0.101 318 bs (-I64bs) Thins -to -truss Connections Summary ID C .WT— Cv IiWTn C..Y* offz A Vk / TT2 14 p-2G 44 � 270 iaaa 34 � odeNam 1)Ttu:dd cb­dgnA9CE7-Iaazsdeandbyk7f17FLxida&tiingCade �\\as�. ENUe•`fif,1 2)36sdtardFirzCRasefewdsladM¢malddbdors8rzbisckadPlakgaPmrtpnaitofddYmndmdmdkie4grripmdaslltl [L4(Ka-f)xlNl Q.naonrdasmsQsA79/fP11. v� 3)Aquafryaxoolfamr,Cq-IDQlasbmiappGlokpbtbtalsasas swl saz�aiiallrykTnssMvxdevcpcAT9R171-XMSa bn2A2 / 4)TtussWssgrr�t's(arggsph®limpmianony Alas+gcoroMv,nua,are�sdm36epv+'ddc�kmaxs�sudsp6s{pmbkRnaim9mmey. PE 7fi051 5)L�aidupTEismm�rs6udmMWFfLSps�,6u�sg. ) � S STAT • ii '� .�(ORIQ�. � � S/0NAL wddlkb�2590 Soudiern Truss Cornpanles7Znc. Truss: J51 SQUTHSOUTHERN� N. kin fli � wa Y Projectt�drna: ssT�vgoer. Tn 43 1 k-' &,; CZMJKXM SOIU&MTM TR699 Fat Pierce, F134951 Date: &IP-018 10-30.37A-M Tnb-s COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: t diil Nbn= 2017.7.1 [Bmld 2] Material Qatab7 Ve[901Y 1565 Spa- Pitch Qry OTC OHR C_4NPL CANrR PLIES Spac6lg WGTTEY 560 5,112 3 &M 000 1-00 010-0 1 24 in 17 nb 5-" t 1.4-0 4-2.0 14-0 5-6-0 w N 1 T Loading General Imd 010 BbjgCods: rBC20I7/ TOLL: 20 TH 1.2014 TCOL: 7 RgpMbrl— 1Fs BQZ: 0 AOL: 125% a 5 1r5t�q C.17 0-" 0.0-0 L 4-2-0 4 0 1. 5-6-0 CSI Smeary Deflection L/ (10C) TC: 037(L3) 11,10t 002h LIM (4-5) BC: 026(5.I) 1MLL• On LIM (4-5) Wb: 014(2-5) Cm/OHTL• 04h X/619 (1-1) UnIORL- ODI inUP 2L/999 (1-1) }irzQC OD2i, 3 {-4901 Allowed L/180 L/240 2L/137 2L/120 Reaction Summary Ir Tvoe BKCombo Bie1Wh WOW RgOrg Wh M Rm NWGzvLW MexPFdibdl M.LIM M.Hak 5 Ph(Rbq 1 Sh Cn Mamy 300h 274bs - -86bs 466s 214bs 4 HRnI(r—) I ISh - 3DOh 726s 3 tDU(rnxa) 1 13b - 300h 111h - -104 bs -104bs Obs Material Summary Bracing Summary TC SpW-g3&2013)422x4 TCBradg 9�mMtorpA-6-3Ah.MdcwbyOMs. BC SP(AiSOt2013)P22x4 BCBmdg 9imlxdaBu4sm100QAxisd¢{nby0haa wbs 9'(AL472012)N12x4 Loads Summary 1)Th'sxuahazbamdnp�nlfmhdres;daeb IapoluxndiaiaFemdplcd®dtads 2)Tbkrmh 4b.d.iyW fbri—T aorand bad;hamd-4i4.9M7- IOuhhefo4�svgs�dSriedipc 160mphuEmskE�naoM.,FulyFndteui,G366Ffp„HiiGg(9eguyRQ=IDOJ,O.aalBtiag US.Qru4733Ah=ISftME.dZu Tn.N*ffmd.dm " ip3P160.CC7—Wdh4ft 3)Minmmm gn&b3d kia dan ssih 3CTabe1607.1 hasmbmappW Member. Forces Summary Tabu d tsManbcR�mmB nnxaxblfum(maxmmR.fa¢ddRev¢fivnmaxaxhlfo:� m I-2 Q166 -262bs 2-3 0375 .97 hs BC 45 0232 Obs 5-I O-W 214bs (44b0 Ribs 2-5 0.144 453 bs (-2426s) ' Truss -to -truss Connections Summary M (enidTms C.M.Tnaa ('ertvF�eOTsd Ar21: TTi3 25 07CT7A 7-I06 5dg tes3 is rn 7-106 asap No 5)1 W.Wwffir dmb.a d-WWFRSabbaRe kCEN PE 76051 \ '4 STAT `P C GRID ��Il i l 1t111 m6nsstuhbyheOaN �, Brian M. Bleakly <-1 WE 18pugepbe jj Southern Truss Companies, Inc. Thiss: J58 I ' :..,...:: -SOUTHERN 2590 N. kings 1i wa Y PmjectNdmc: TrussD--*ter 1452-B dh--! c«rljk7.letli so)130L.75TM TRUS9 Fat Pierce, F134951 Dale: N12018 103038AM Thm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 boa 2017.7 [Build 141 Mausial Wtalac vcrskyr 1564 Span Pitch QLy OHL OHR CANtL CANTR PLIES Spacing WGT/PLY 5&0 5/12 2 0m 01}0 ]-0-0 0-04 1 24in 20lbs 5-8-0 1 1 1-4-0 4.4-0 2) ODD 4 1.Sx3 1 440 543-0 1 Loading General (St Summary Deflection I✓ (loc) Allowed Lmd (pd) Bggc do FBC2017/ TC: 038(2-3) VnCR OD2n L/999 (4-5) L/180 TOLL: 20 TPI 1-2)14 BC: 027(5.1) %bt L_ On L/999 (4-5) L/240 TCDL: 7 RgpMlrinaez� )ft Wb: 0.14(2-5) C.WCHTL O04h 2L/640 (1-1) 2L/120 BCLL: 0 DOL: 12 % C.WC LT- ODI i,LP 2L1999 (1-1) 2L/120 BQL: 10 HnOC On Reaction Summary _Sr- Type Dj!Q-bo ftWdh Mee%I RgdBrgWih NWRW Maa Gavlbi8 M-WAIM M-tta hwH k 5 %(%1) 1 Si, Cu M—" 30D'n 2746s - 484bs $4 bs 217bs 4 HRai(Mp 1 Sn C—Masrvy 3006 168bs - -104bs -104bs - Material Summary ary Bracing Sumnin y TC SP(ALS05-2013)522,4 TCB.adg 9,mhdaW(rsas63-0,Adndsgnby0hez DC SP(ALSOf.2013)R22x4 BCBedr, 3xehafarAd:satI0QQ11ai,de;®,byOhas Vtls SP(AL5C6-2012)fB2s4 Loads Summary I)Th'sn-issb.d*.dforl,edrsa&-blOpdbetmdudkry bad*dsdbeds 2)Thammhasbmd*Wfw&dr=ora;dbadsha rdaa�tuil.kgM-10vAfmUN:gv d*wd:QeIwnRnwnmeE FH OatbF�>s g��ayn(r=Ino)oealEng U-40fta4733f(h=15R14aErdZm Tns;,N:it.edwboamisdDQF1L0,CC7meWdh4fL 3)W—suagee@ba&gi, a>.b.m 4RCTabb)607.14--b nepp4d Member Forces Summary �bti :��Me �)gmaxts.maxad,lro q( R.ro�dsero�6o � axbiro o� TC 11,2 0.165 -2541s .3 0377 -1046s BC 45 0.232 OftI O.W 217bs 45bs) VAW 12.5 0.143 451W (-242bs) 34 0074 233 bs (.1216s) Notes - 1)7bi;dvg,'sba.donACE7-10.,r r-.dbyle377Fb.ih&dLgCde . 2)VrtCRUdH—CRW dplsheapmngonenorddbi.6.bdmdW4—ped.DdiL+(Iru-1).Udl LLi,---du—CATH 1. j 31M�RY soayshssdonMWFRS bbalr®nadagnveLaasspa�'clbyhTnssMamdanacpcAT9lIpf1-20MS.SM2.42 ow 4)L'sedwid Ony PE 176051 'd STAT GRID �G`� RTCEA¢pjafh"sd�n�al6efim�edofeama,mnYamr.Tlofh'sidx'd,alh�"sbamlmd�oaea.dr¢pumia6.IbytcT,usMandaa�wd.dauponMamvagandam}da,esoflxidsmeima*faA,byi,eBui7'ig ;� o-wsalon�aau;,g.,aa�a�rs�orpor�l,g:ti+;,a�a�•�n�;ra+,e.,�ox�onade�n�w,.�nde,e-I�Inro.,,,am,aG>na0�^ i Brian MBlealdy.K,� ua�0.amb,s„p�onsog-r 1M:,a�.aa„o~.�ESR-n62.amnn®o� �a� w€ero�amm.or ron„am./uo,.n,�pt,�d,albr ����1 �a+aoml {�• Ca4♦\'+,n1 I,CymrClphG'ae6r0iT4dbye�lS'uFd,i,Sc96ta1SgaagepbP,0.S4'IS,ahtfii,d 6efi�1Ll�f11BiP�� ,�'a,.,v�.v.a��, Southern Truss Companies, Inc. Truss: J5A 2590N.king�Higlnvay Pmjed Name: 1452$ SOUTHERN TmsDe9p=-. dh carpox:d sOh6 crNTM TRUSS Fat Pierce, F134951 Date: N12018 103039AM TrMs COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10fl Versnx 2016.113 [B1nld ]Ol MalaW Ddtatraw m9m 1565 Span Pilch Qiy OHL OHR CAWrL CANTER PLIES S24 WGf 4-60 5 /12 1 040 04" 040 04H 1 24cm SLY m d 1 2x C:J7A 0-" i 4-6-0 4.6-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load (pd) ftcok: FBC20171 TC: Q41(1.2) VMQt US is L7812 (3-1) L/180 TCLL: 20 TH1-2014 BC: 033(3-1) VaLL 0Q2h L/M �) L7240 TOLL: 7 RipMbrinoaur. Y. Rds: ODO(I) HnCR 002h 2 BCLT- 0 IIOL: 123 % papFam ,Iina20 BCIL: 10 1%tOlfsa(Im)CYAstek (19-4,419Q) � Reaction Summary R Tvoe BmCasnbo Bmwfi Mae%1 RodBgW±h M.R® M.Cravw MasWmLta M-TbiO Ma:H k I gigs) I au CmomM—vy 3mb 167 bs - 43bs 43U 233bs 3 HRolcr—) 1 ISb - 3mb 79h - -2bs -tic Obs 2 HRoIU—) 1 ISh - Mob 124bs - -105hs -I056s Obs Material Summary Bracing Summary TC SP(ALSC6-'1)13)fn2,4 TC&adg S.WM pA..6-34Aaind.9p by0has. BC T(AL9nL2013)M2,4 R8x BCBrdBg 9mM"P.F m104A%fn&spby0hes. RdSP(AL905-2013)AUX4 Loads Summary I)'ITisnsrasbmid�(afedraShrn 10p0.fi ndvdFebadpWd dbads Unn4Ofa47.bmid�nlratedraETmz,�Faao.6m,wIuL9�L-1,6D,Cerok Wdh4dimliQt 160mphW3svtFT.. �AJs'F^dmi,C>abl#i14H 'gaCseBuyn(1�ImL0�eaiBtlB 15ss401�473i f(b� 1s$wFnd7aerssrshklreds.��7ae1.I7C1r I ru,ac�wdhae 3)WHn--@. b3&gnao &.-IihTBCTiW1607.1hazmb.eppiei Member Forces Summary TaWwNfi sMmbctQm=CSf,�axia1ro�.(mmwn¢.fa irdaraaarm a,silrara) TC 1-2 0.414 .154 bs BC 3-1 0325 -Mbs RIln Truss-to-trum Connections Summary 1D CartidT— C—jmTh. Camiaa1r94 Ar�k� TTIO 15A C37A 6-S-7 315 Notes oTb'sd�cbamlonA�E7-IQassdemmdFy+se7a7Po.CaTtuiTngCoac � \��--- . /�i � (`}V�� �G�NS�.. { �� 2)WCRaM}inCRartfew�lasdlvconblddhivs6ebixkrdPielea'ofso�gvse¢otddhobn8nodmdbed,mmpm7aIIfl 11.+(Ifi-1):Ddl llisamdarixvisATHRPfL 3)Agimhyom1raov,Cq-IAWbmappCslk4xT�MandamepcAT91Mi-2002Sa5m242 14T eer pmFhhi limpmima*AlaWwotff*U=1mvwemAmibq=vk dbvenemmssamonmdupHalvmWeRmamSmnay. 5)L'bd.W r� PE 76V51 STAT / SS�pNAt 1 \\x\ 13;ahA�isd e;e hghmsm l8�ssgephe " Southern Truss Co ' Jnc. Truss: A aggfth�hllLs SOUTHERN panes, 2590 N. kin iLwa g' y �J= Name: Tr=Desigxr 145248 dh tS, ,,,4 TRUS$ Fat Pierce, Fl -4951 Date: N1)2018 100:39AM Teas COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ION Xtn6ar 2017.7.1 [Bt@d2) Material Daba11a9e NCf.91aI: 15(i5 Span Prtell Qry OHL OHR CAN7L, CANER PLIES Spacing WGT/PLY 7-" 5/12 12 w 0.0-0 1-G0 040 1 24in 1 221hs m N M 4 0 1 y T )4-0 62-0 1 1-0-0 7.6-0 5 lX51 ABGL . I 0-0-0 O-G-0 1-0-0 62-0 13-0 7-" Loading General CSI Summary Deflection L/ (loc) Allowed an Ld (psn HtlgCude: FBC20171 TC: 072(2-3) Va(2L 0.13h L/520 (4-5) LIIBD TCEL: 20 THI-2014 BC: 0r- 004 49(5-I) Vnr3, L/999 (4.5) L240 TCDL: 7 Rg,M6rlmm4: Vs �: 020(2-S) Ga/01Iu- OINAP 2L20I (1-I) 2L/I20 BOLL: 0 nOL: 125:5 �n/ail -, O siltp 2L/495 (I -I) 2L/120 BOIL: B.: IO I ) rzaL mil Phe00N(I,rXPA*): 03-142-30J (L•-03-1390) (50-*4X) Reaction Summary Jr TM. ftrx bo &>tKnh M—W RadBmVAth M.R— MarGavLbRt MerPi dLbBt Mexw Mar}irz 5 %(Wm I 8h C&�Mzmy 300n 345 ft - -IO3hs -IOBhc 2501s � 4 HRd(r—) I 15h - 300h 1121s 3 HW(Tnas) 1 I.5h - 300h 169bs - -151 bs -151hs obs Tc MateriSP(�Su�24 Trait 1630H.ia nbyana 13C SP(AL9Cli20i3)(22a4 BCBraig shadnlaArisa110-0-0,11afidag,bya,es . V� S(AMS-2012)422,4 Loads Summary 1)71isn-hasbmld.k,ndf.t if.tdumlOpiLoii,ndodrvdadplshadlsds 2)Th-snashasbmh-15fkafrdZ—T.z;N:it.sa,6m,6d..iDO7-1.60,Oef Wdh4ddraf:p[160t�hutimakE�mreC,rvyErcl�,ChbLirp �r$uyR(I=IAO),OsalBag Lirs40flr47331(h=ISfl,NaEld7arcTntall�cadua4mmida�D(If IfA,OC2orcWdhdfi 3)Wn.muns gm&ha&gnamda,mW,IBCTabk16021 h--b—ppkd Member Forces Spry T bbi r..M *b TQ axC9 naramlfm;(narmmpr.f-ff&f—ed axerb1fm4 TC 1.2 0291 1 2-3 0.721 .127hs BC 4-5 0448 Ohs 5.1 0486 250bs -59Ms) wft 2-5 0196 6I7hs (469M,) TYacs-to-truss Connections Summary 1D CnidT— Q..YIICTnss Qm4teaf ff M* TT6 n ASGL Hd12 270 - - �w TT6 n / Q 11 sir 270dg \\\\ IV, . 8 TT6 n A9G.; 17112 .270dg \ 1 / TT6 27 ABGL 19412 270de TT6 n ABG. 21.00 2M (}, `r r� TT6 n ASM 22-54 270dQ \\\ V j v�Nv��`���/i TT6 n ABG. 245.1 270de TT6 n A9G- 26-5.4 270de PE 76051 i TT6 n ABG. 2&54 =ft TT6 n ASCL 30-5-4 2v ft TT6 n Afl(i. � 32.54 node— Tr6 n AKL 34-54 2Nde — N& m ^6 ; STAT I)Th'sd�nbassianASCE7-IOurdammlby/rM7Flrida &,iiirgCadc /.t� 2)VnCltardtirzatamlm e�la,dnnvuraldihfaaeteuFstndPlshmwm,rgv�varm�r,ama®a organ p,.dzvun rL+(rCn_q�un u;,a�danxo+„vvrtH L �O �`O •. �19 P f'/(vf� 3)Aq,e6raroolfamr,ca>Imhaabm,a IDt plaebealn�rmd�y7nahsasq db7krnasMamFo—WAMRM I-20o2S.242 �.` ORIv ice\\\ 41Ttsso+,�moeim sfaga/dinlimp®i:,ay Nacaa/rsuoratcara�n9elhpovSdoaslxmaxrmama,dt¢,if�dimnnhAmdm$mmy, 5)tsduid,tpifi,mmuclamlmMWFRSOsNte&m/S'/ONA 4 Itrl\\\\� 7(1�A¢pyofhed�g,d,alhefimihelohrnmnnmrnamr.7hed ,ofh'sidiJtlelne5st�md,aahardrapimna6sq,idbz'I,eTntaMandaneaMrdatq,mMamuaq andmmpka,moft,chfome¢r,mful,byleBudfng Brian iiB sgcAemlmhidaWit¢i,diaaea�e�,ippf�ulergnmigmporsi,iy�lijfa/rnssmngmomd�dwnSx/r c(egra,dfe-7rtpnaminfmreionKGEr,ealTba"pegcforetld@mfnfmmim.Nmvmprp)t�Anlly: �, 11°d"O°'dbys^'a®^�8-recampa,ptmnaoada„¢,.a,mbx762.Nmm,wrph�are2o)�gG,mL� .d tmeBrobuei a-1s^ahii,:Smt as is s,n&',gd76Qsl ('� Wa b/ �>ate;ar'3718',wh'd,id-mtxatip3setdn 18gaugc),ht �:a,nri....ua.ow.,.na,oc, i _`'' _._'. Southern Truss Companiesh., Inc. Truss: P7 , �= SbUTHEA N. 2590 N. king3 Hghway n���p' 7 C,Oa3 2 -mu Ss Foot Pierce, R 34951 Hale: N1018 1o3o-40AM True T COMPANIES COMPANIESt (800) 232-0509 (772) 464-4166 (772) 318-0016 Fax � 1 of •kisa7:2016.113 [Bold 101 Metes) Litmbm veniocc 1565 Span Pinch Qty OHL OHR CANT CANrR PUS Spacirg WGT/PLY 6450 5112 3 0" a" 000 000 1 24 in 22 lts m 0 1 T 2x ASGL 0-0-0 0-0-0 6-&0 66.0 Loading General CSI Smnmary Deflection Ll (lot) Allowed L-d (p4) Bdgcgk: FF1C2117/ TC: 0.77(1-2) V.Cpz 023n L1296 (3-1) L118D TC(L: 20 TH1-2114 BC: 056(3-1) 'AtLiz 008n L7830 (}I) L240 TCOL: 7 . Rq[Mbrl— V5 Vffi: Q00(1) HX.M, O06n 2 DC L: 0 DOL: W % C pFam ,Ya 10 � B: 10 phe0lrsa(ImXyAW): (13-04M Reaction Swnmary Jf _Type E[mCgmbg R[gV4di[ Mab.1 RgdBrPVVdh M.P-a M.CGa UM M.V"LW I 8n G n Mas y 100h 243 hs - {Its 3 HR.I(fms;) I 15h - Mi. 116hs - - 2 HWCN.� I ISi[ - 300'n 178hs - -149ha Material Summary Bracing Sumunary TC SP(AL976-2113)R22:4 TCBmaft SC1 9®I 1aAaisa[63QArtir[deifbyOEes BC SP(A[X 3)i22i4 BCBmmg Sh.W RA..110,K% FdmiV by0haa PBr gdi SP(AL976-2013)fd2[4 Loads Summary 1)Tl,knst Sbm[d*Wfahedf.tdaab IOpd'bonnd[odFeMdpbd:adbad; 2)Th"sa[ffihazbm[deagnalf ttdfasgfwdbadsbsaada[¢wi[A9�7-IOvififx0m%ngu ddredipel/AmphW:mtE+�c�ae�tWyEnds i.Ga66FiR� IB��YnP�ID(q,QaapBNg D1rs40/b[4733f(h-1SfSNa&dZ—T.-AN*r dw.bm63eatDQr1,6D,OCZ—Wdh4R 3)Mni sumgea*bafth2 grda %�TBCTabh]607.1 hasmbmiappW Member Forces Sunmiaary TabkidiaaManbe3gmaxCSfmaxaxblfma (maxmmp sm='daifetgflammaaaxe ra e) TC 1-2 0.771 -390h[ BC }1 05% .313 hs V10ss TYvss-to-t nw Connections Summary tD C..i dTnm 6nMT— Ca Yi*Cfrm Mpk Try 37A A91CL 7d12 270dt Try J7A A80L. _ .. 9d12 270deg . . Notes: I)Th'ade�'shasd mASCE7-I Oasrtfarrioeibyft2l7FitndaBuiingmde 2)VbtQtaMHuzCRamltwtimlaMhgrQaelhlY�rcBxbinekedMe��P�aofddlmTducu�dhaam"A�asRA II.+(ICQ_ 1)aBil IIiiaoan)a[mJ[AT&7)A 1. 3jAq[elrymmdfaou,Cq=IDO,lasbm[epp�oitp4tkeal[�r�[vaYt;asspaofdbyheTmsMa�adenmpcAN911A I-2g2Smon2A2 bjTmsat[�om�on'sfagmphmlimpminmly Atargaarohcsnnaalaru�nslalh;prnilalb�ia�naxnammaMaWO'cd�oan bltRmrom9amnsy. 5)L'sdaid[p61t[maimsha¢dmMWFRSOilykedng � .1493n PE 76061 ff l lam= %STA1r;,T i `E0� \��\ Southern Truss Companies, truss: Ll �. SOUTHE-19N 2590 N. kind FTighway Pnjcct I bme: 145243 ThwDo.igxr. &c, CmLpxleirt SohmoQSTM TRUSS Fat Pierce, R 34951 Date: H1201R 103Q41AM Thm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pa;g: 1QS1 %saax 2016.1131Build 10) Material Dat ibm ver9oa 1565 Span Pitch Qry OHL OHR CANFL CANER PILES Spacing VXjMPLY 12-H 5 /12 2 0110 &M 1-0-0 1130 1 24 in 44 (bs , 2-0-0 5-0 o &0-0 5-0-0 12-0-0 4x5 - 2 12 5F 12 � 15 i c N .q 2x,011 I 2x,0� o- 3x 4 3x4 - 1 1 3 T4 lx4, 04-0 0-" ,-0-0 5-M 5-0-0 ;-0-0 1-0-0 s-0-0 11-0.0 TM Loading General CSI Spry Deflection L/ (loc) Allowed Land (A BI1gCude: MC20171 TC: OM(2-3) vnm- o0 in L/9W (4-1) L/ISt1 TCLL: 20 TA 1.2014 LAC: 0.43(4-1) VnI.. 0001 L/999 (4-1) L/W TCCL: 7 PVMbrlm Vs NVb: 0.II(2-4) LirzQt 001b 3 , BCIL: 0 OOL: 125% Oapfx 'xa-20 BQL: 10 L70e00'mm(7rz7CYAnek (19-142-3A.) a003-13A) (33142-3A) (404) -M) Reaction Spry E Type Brt:rSmbo Br¢Wits Mmbl RodBmNHh M Rma M-Cxa tW M.V"LW M lbm MaxRxc I Ait]) 1 8is C4rx W_.y 300b 469bs - -199hs -199bs 3 ARN(MII) I 8is CarxratM=" 3pOh 469bs - -1991a •199hs -37hs Oh; Material Summary Bracing Stiramsary TC SP(AMY,2013)R22x4 TCBraft 9imindorArfi¢a�63-0,Aufidap�byOtns BC SP(AL41i7O 3)0-2a4 BCBmdV 9.f d rPA m7641,h f d�gpby0h- Va. SP(K306- 0I2)032x4 , Loads Spry 1)Th'easffiFaslsmii�ialforlydfasdro IOpslbatrndvdtnebadpAad®dh+ds 2)Tnen�hmbmrde�mrarh�er®ofo:dt�ba�.��7-Iow�krdtM:��deed:Qc 16omrn�e,mtE,�.r�A�NF,�,caht�,,aa�ea�ynp-lA�,oea�BEg i7 rs40fia4733$h-ISf(TkxEd2meTns TI#ceda��v6�pQrIIA,CC7meWdh4ft 3) Wnrtamsoaganeb.&V i,e—d..-aYiiBCT bk:1607.11asnmhmmppid Member Forces Spry 'Ghk-nSQMaMenQm=C9,ma =Wfmq(marmW.fm IIdaTmfmmmaxaxelforco TC I-2 OSn -SI2Fa 2-3 0577 -812h 13C 3-0 Q4.34 Jllhs (-5ffihd 4-1 OAM 7116s --MW Klb; 24 Q105 262hs (3lht) Note s 1)71iadoi 'basalmASCE7-IOasrdf...dbyt.W7Fbri,bBaXMCLde 2)VnLRand%.Ok rehne6alaMhmamt3lddhims6sepFebadplalnanpampmmtofddlmmduendmdlsd,mmpr dasil9ll.+(Ka-I)xDdl I7lisaaordarmJrA714?AL 3)hq.TLy raolfamr,Cq- 1,KhasbmreppEdbt pbehealr®na d*.bsasq.T.dbyt.T—M.m.f d cp.A S/M I-2002Smbn242 4)Lbdwirlvpi8r®daab�.dmMWFRS"badag Q?�' GENSF�x�,L�i PE 7,6051 I 1 STAT if T C ORID' P,- N NA� N717CEA¢pjofd(sdde��.dalhfian'dninieeainmmamc7leMnofhurdniialn t'sbzdmdai�aisbaMraiumimsnr{r4�dbghTrusMendaarsandrd'¢ W°'�m'a4'ardmrq�s�ofhenfane6nstfuhbytseRiling LBignaAsalmtis6axi�rdaxsaagnrorofyofaabrralaaixaibrcpmsb5ysstlyf Bilatl M. B)Ca1C1y bents anquiaade�rs9uanSMemrcpap�srdtse'7mpnanbdamaianSCmaalWrs'pagefmaddmml:dmmainNmmmrpha9mibe numdaaveibySmpm�mg-TeCmrperq;Iroba®dansulrE4t-2762.Naw�rphsere2Dpuy;viLvtsespsiaiphese's(ob,dbya=l8"vlidrFd®san l8gsugepbgor'W 13.v1idrid �aliPhesnl8pau�e Sraa i/76m1 2590t1' Ki�R A34951 ' ` Southern Truss Com arlies,Tnc. TnLss: L2G • < �' SOUTHERN� 2590 N. kinx. l-L iwa � �' Project l hrnc: Tn>„ll: 1452-B dl,c TROSS F(xtPierce,F134951 Date: 6/1/2018 103lv1 N.)A C«t4=e-dSok6ow— Taws CGMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pagc: 1 oft %brsiat:2016.113 [Build 101 Material Datthise =wn 1565 Span Pitch Qry OHL 'JHR CANI L CANfR PCIFS Spacing WGT/PLY 12-H 5 /12 1 00-0 040 140 l-0-0 1 12 in 501hs 12-M i 4-0-0 4-0-0 4-0-0 4-" F B-0-0 12-0-0 3p Loading z-d (era+) TC L-: 20 TCI : 7 BOLL: 0 4x5- 1 4x6- I-" I 3-0-0 14)-0 4-0-0 General (A Summary Bq a&-. MC2017/ TC: 0.40(-" TPI 1.2914 BC: 022(4-5) RkpMbrl-- It QSt: O45(3-5) IIOi_: 125% 5-0-0 11-0-0 Deflection L! (loc) Allowed VACR ON L/999 (56) L/180 3htiT-1 002n L/999 (5-6) 1./240 H-OL• 001 it 4 O.pramr;v -20 Reaction Summary Jf Type R4d &aCanln &RPlih Matrbl RgdBmVA±h M.Rma Ma,Gavlb111 MaxW Maxtba MvHxa I Rr�(116Tj I Sh Co—Mm" 3100h 360ta - -2271a -227hs -12bs a MU(VAI) I 8b Cg Maa„y MOb 361 bs - -ns ba -228bs Ohs Material Summary TC SP(AL90L2113)QlA BC SP(AL905-2013)t22c4 Aft 9P(AL905-2012)432ar4 Loads Summary Bracing Summary TC&aft %mtedgPfcm6-30,Bebd,*byGt— BCB,a&g 9amtnlorRaiasat65-0,BrbdeiprbyOfias I)Misn shasb-d.i fprirdra Am 100botrndvd&d dplshadbn& 2)Th' mbasb=daygnirulefreer.r.idb.&inaaada.=vA,k=-]OvjhtefobaitmderrWip[ 160mphutimt;Eip aaeC,TinyErxbs4G,bbtip BdUMcBkayn([-fjno lft LSns40fta4733Rh-15rSHxEdZ—TIIMN wi Av6o>red.e DQfI.60,CCZoge3Ydh4ft 3)Miir ms gwvi- dngnaomhrmvAn)CTab1e1607.1 haswbaaplid Load Case Lrl: StdLiw Lmd i-M 12-0-0 0-" WO Point Loads Mmrbe Lion 15heton Load TrbvAth TopOd 4A0 no 20 ba BaCdd 4." LU ISM TgpOd 4412 Dover 42ba 24b Baod 4b12 L� 21a 24b .4cd 60-I2 Dwa 421e 24b (( j BaOd 64 12 lip 2bs2b 24h/// Tgpod 7-11n-a roan aza 24tt (� j Band 7--4 lip21a 24b \\\ lV:. Bl x Load Caw DI: StdDead Load \ Point Loads PE 76051 Mardc Lamron Beim Imd TrbRtlh Tcpod 4" 110 ohs Bacm 4-" loan 4% TopOd 44L12 Loan 14hs 24n Band 4-0.12 Lbws Mba 24b Tapod 6.412 D— 14 bs 24n j ; STAT BaOd 64112 D— 20hs 24u Twod 7-n-4 D-141a 24n BaOd 7- 4 Loan 20bs 24c mo so�co lippw 4b°b4 Member Forces Summary TabhidmsManhal4mazCF,maaaaalr«g(nn=mp rm=adarenarmmma,a,alr� / g10NAL TC I I-2 0396 894bs (-756bs)12.3 0397 SS7 be (-701 b,)13-4 0.400 896ba (-758tn11 /���� aq ammnpas�arcmomennsaxmq rctw4trg Bri"Bleakly �foraddntmlhfommnnNa,v�rpbashalbe ��� 6051 I$',whdrid'atsahghvaon ISgzugspbe I `. Southern TrussCoirpanies,Inc Tiuss: MV2 SOUTHERN 2590 N. kingHi'shwa Proj='M me r 145�-s C mpaxdSohllicl=T- TRUSS Fort Pieree, R 34951 DBte: F1018 100:43AM Trm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1(7t 1 mar 2016113 [B1nld 10] Material Dabala a vasiar 1564 Span Pitch Qry OBL 013R CANrL CANLR PLIES Spec¢g -% fGrwY IN 5112 2 040-0 0{W 0-H 0-H 1 24io 51hs 24)-0 2-" 2-0-0 12 5� I I I I, t q 0 2 d 2X41 1 0-" 2-0-0 2-0-0 Loading General GS1 Summary Deflection L/ (roc) Allowed L-d (pd) H113mde: F13=17/ TC: 022(I-2) VnCp. On L/999 L1180 TC L: 20 TPI I-M14 13C: 0.14(3-I) Vn(L On L/999 L/240 Tom.: 7 RepMbrbm Vs Wb: ODO(1) FFr M On Ba.L: 0 DOL: 125% Oaph",V-2D B(II.: 10 'Reaction Summary I Jr TM BmCombo ftwdh MakrW M®rpm AeP-d M 0a Lw M.W dW Ma UDE M.H ii j 3 Qlniuma 1 24n G.—M—y 171 hs 91pr -15ta -68hs -681a 1311s Material S1mm>lary Bracing Spry TC 8P(AL90S-W 2)02x4 TCBmmg 3im1b1arArGset6-3gArtindd�giibyQhes Bc S?(AL93SE712)MU4 BC&adt. 9.fdwP.Ss163QAvfnd pby0h- VA. Loads Summary 1)ni;s t-b-d®gdfort—TEBeb 100bondvrdkebd*A dW& rfr—TI-d% &d anrdarl 160mpfiubragF..�FwyFJdud,Cabbfi}1HaiigOuyayR(I�IDO),QealBtlg Dh-40�47-33A -l5fkE atn -D0L-760,0C—Wdh4wcdimliQt ISis401h47330,b=IS((Fid7arTns T39ieadwebmfsidsdDCfr1lA,OCTme3YdFaft Member Forces Summary TabEnd®6Mm5clgm�(S.mazm elfuq(rtmxm gcfo ¢fdlrmmfiommm u®Ifo c) TC 1.2 0216 -1121. BC }I 0.137 121 ht (-55ls) � � I Note¢ i)TVsdmb,-shamloMSCE7-10asd-..dby1na77FbrdaBAf gGD& 2)V CRudH=CR mfn i2tandhoriz m1 lvnsBebFebadpletmorm^4mmofddkion&mdmdbA--pndmDdIrL+(Ifc-I)xD:f IIiia®du--CATMMI. 3)Csbincryismunnabo dvdbmmg 4)Agrafryomolfam,Cq-IDO,ImsbmiappFdbt�eheslns�n¢d�vebsaspaifieib711eTn:aMarudae.cpcAT91IPf I-7(g2Sevm242 5)1.'mlwidwpbl-d—ba.dwMWFRSQ*yb.dryg \GEN& PE 76051 'n %TAT ORID NA i hDI7CEAaq�•ofb'sdc�dwlbefinneldbtiee®nmaaNr.7hd�nofhuidnYhbinstehz4dmds�ab%ad��ienemvgyfslbytieTr�MarufaolcaM n�n�ontramrng•ardmrnpia�oftrirfmmcn�for/�bfhHudfrig BrianMB] ealdy IicA�tmdi'sdmw:gidiat:aa�anmofpofmmalagiaai4gn�orsb7ya>�falen�mmn.wde{nshmrn�hmrcpagrrndfrc^InipOramldmmilnB:GmealWr3'rygeforeddio�alnfamaconAlnmsbrpbadtalIn nnmdamudlySmpan9ag-T'Cnngrmylrcnaonrdarmwd�E4t-2762.Al�nmrpb6are20gdy6Gwls;AespmTdphtmeatoII�xnihya"-IS"whifibdmsan 19geu gar•S:IS,wluhiidaaae hp)ibeim ISgaygept+e &,aE%476031 - _ _ _ xmw�..•.ua.os._naMx. . °' ' Southern Truss Companies- Inc. Truss: MV4 ' " � � SOUTHERN 2590 N. 1C1r1 1WdV � 1 d Projw0,bme: 1452-B TnssDcsgn . & CaTwwvtSohma.em TRuss F(xl. Pierce, F1 34951 Date: N1R013 10--V.43AM Teas COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Paige: 1 of 1 Vw4m 2016.113 [BuM 10] Material Database vemm 1564 Span Pitch Qry 013L OHR CAVIL CANIR PILES Spacing W&TTLY 4-00 5 /12 2 01" 000 000 040 1 24 in 12 4s 4-0-0 1 4-0-0 4-" 12 5� 1.Sx3 1 2 4 m I � 20 / Li 3 1.5x3 1 Loading imd (pet) Ta.L: 20 TCOL: 7 BQZ: 0 General M &MMNry BU90A : }BC2017/ TC: a35(1-2) TIS 1.2D14 BC: ai5(3-1) BgtMbrbioms: Vs xMb: 0.41(2-3) ➢0L: 12555 4-" 44)-0 Deflection L/ VnCR On LIM VnLL- Ou L/999 ftazOL On Q.ppamylia-20 (loc) Allowed L/180 U240 3 Reaction Summary Jr Type Bmcmnho BrpVkh Mabel M.PR AdP-d M.Cxayw Max%WLd a MaxW Maxlixc I C.,*— I 48n C—Masmy 205bs 78pif - -721a -72bs 256bs Material Summary Bracing Summary TC S'(AL972012)132x4 TCBr46g 9.d dmRxiaa16-3-0,Aaind.Wby0h- BC SP(AL97r2012)t32s4 BCB uip 9mtalaAr4aat6341,i1afid�nbygns. VWs S'(K-MC 2012)ft32x4 Loads Summary I)Th"seat ssbmiiv�atfatrEfeEdnb IOp�taeandnn)hebadpYcdod!ffic 2)Thsne;lashmide�fafrdfeaotuidbadsnA,,..,e,...�.ao�-IOuitfefobaigrmddaliQt I(AmphutinagE�oa.eC,FuyE�dml,CatbbFipBuifrrg�xgoryli(1=IDOLO.aalBtig Um4Oftx4733t(h-15♦tEadZm Tnsr,N*cadutbonieei=O 160,CCZm Wdh4ft Member Forces Summary 'Gbf:nTo=MmbclgmnC9,maxaxolfwq(maxmgrfb f6ifrowe5 maxaxnlfaco TC 1102 0350 -1126s BC }I 0.146 121 bs -63bs US 2-3 0410 2396s ($Ohs) Notm 1)ifi'sdd�'sba�lonA5CE7-IOas�dammlbyfrlp7flMa�sid �g�le I 2) VnCRand}iuCRa�etbsa®Ia�dlncaialhhsmsdebfuehadplslmepazrryaxmarddlmmdu<pdadYsiQmmpmlasDfl iS.+(ICa-1)xDJI IIiiwvdvmJ.ATH/fA I. 3)(bbF pusaxannshoosndvdbouig 4)Aq=Tiyamoiramr,Cq-IDQhasbmiapidbMpbbhbalr®n¢4apnvai-mWe£blb5hT�Mareda—MA'3R 1-20MSe-242 1 5)LatduidapTdbmmasbmdwMR4RS0*badng M1 134 PE 7.6051 � =_ 1 'O %TA, ! ` ,'o`.,��i tof�1AL�G ��\\ MCEAovyoftb'adep4m1be-9W bh a:fon xtraar.7lm%*mofh's'r,&,dalbxasbadwdagnaib aM,.p—.an{pidbykTr Mandad-ardd �awmmia,name,,:gmamr�a�areorpmr�ala�:�;�rw,omsb�r%,a,.rara�,� w-dramaAaadaore�e�ra„a:b�ro+,byt�eaaar� BrianM.Bleakly.�. oanporexdagn9v+n5e:femse ley�andln'Irrynnnird'amaftnB:CaeaiWa {nger«add'cm)nrmmemaanurbe S,.Eu_.WWI 7 .o,raaa�ysnp��a�.rtbmp�;ircnamumn�rwtE9t-n6z.Almm�p<,saga?�.a,�rr�ra)pb�4aro►,aatqa=lsane,ne>eeanls�.�epb�«sals,xm5��eab�bsa�lapug�epb. p�b .ueR a 1 v cmvcoecasolIIDa,1- Tess Ve iaa: 2016.113 [Bmld 10] Vi mmial Dabinbr wrsim 1564 SOUTHER[ff TRUSS COMPAN IES Southern Truss Companies, Tue- 2590 N. kin qua Y Fat Pierce, R 34951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Truss: Pro�Name: Thr. .;fir Dale: Pam: MV6 1452-B �c NU�18 10M44AM 1 of 1 Span Pitch Qry OHL OHR C.4NPL CANrR PllES Spacing I WGI/PLY 60-0 5 /12 2 00-0 000 0." 01" 1 24 in i 191hs 6-0-o I I 6-0-0 64}0 i 12 5F— 2 0 N I I I a4 / 1 Li � 0-0-0 6-" 6-0-0 Loading General (SI Summary Deflection U (loc) Allowed Load (pd) ajgcadc FBC20171 TC: 055(I-2) 16tOC Ob L/999 L/IBO TC(L: 20 TA I-2014 BC: 039(il) V.LL• NAP L/999 L/240 TCDL; 7 RpMb T— V. VAb: 0,69(2-3) FbaM On 3 Try 0 DOL: 125% O.PF< ,Ra=20 BCCL 10 PherttwU]mXVMo} rl•IJLit Lr�a\ l)•1_n6AOa� m� Reaction Smmnary Jr TM BmCombo BMVA% MMW RwBrgw% IA xRma M.Ga Lb50 M Nkwtw 1 (wm I 72b Go Maamy laiv— 266U - -6 bs Material Summary Bracing Summary Tc SP(ALSOS-W 2)4,3a4 TCBmcig Red do P iaer6-3-AP f dpby0h- BC SP(AL90G2012)432x4 BCBI—g 9mbdorFlxf w63Ah bdmWbyOhos 11B6 SP(AL906-20@)A32x4 Loads Summary I)Th'st�hasbmrda�adforacdf�d,reb IOpdbobndadFe1adptnd®db� 2)7h'sr�hasbmrdagdfalydf�ofuid ls�no®rdanm��S4�7-loufihfobnig�ddmlipt 160mphufma4rdiEdm4Gbl(FP. p*uyBQ=ILgom]Beg r5ms40fb 4733 $h�15 fi,TFaF§d7meTm$hkLsced w�tonadeeiD3[r160,CC7metYdh4 ft Memo ForcesSunmzaly T6>.�sM lgmax�.�xa�lr�<m Rr aeermn6�maxax�lr� TC I-2 O-W -9265 BC }I 0390 -71 bs Am; 2-3 0691 229bs (-127bs) Notes I)Th'sd�n'sbasdanA9CE 7-IOasrdevml byM2t77F7uida BuafngCod: 2)VnCr7ardFFozQtuetrineialandhorcon6lhlhiorsBebFetmdP��rR'dddts�AeDdmdlt+4�P�as49 LL+(Fc-I)xIM FIireo>�m�riATH/fA7. 3)Mimi'mydfa—,CA-I00,hnb-aPpFdofr ebtrairy n¢i�vaLaas 'idbylierrusMamdamcpsAAHRA i-X02S®nz42 4)Ukd-dtpWh..bzbasdm M WFRS"ba&g. 3 1.541 1M. i exlbf0 MaxFbra -77 bs Obs •61 bs 194ts Ervs�,�f�%� PE 76061 STATr '-,cq /r/r�S/ONA� t0'��\�\ I Southern Truss Companies, loc. Truss: V4 SQUTHEAN 2590 N. kings Highway Prq)ect)vDme: 1452)$ CompalaaSohftm- + TRUSS Fort Pierce, F134951 Date: 61)2018 1030-45AM TFus CGMOAN {ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 D,1 Versiat: 201611.3 [Btrild 10) lalerial Database \Mann: 1565 Span Pitch Q(y OHL OIR CANrL CANTR PLIES S 40-0 5/12 1 00-0 ON 0&0 0-0-0 1 24 in 0 SLY 24)-0 4-0-0 4x4 - 2 2) 0-0-0 Leading General C& Summary Deflection L/ (loc) Allowed (pd) BNgGA- FBC2D17/ TC: 02D(1.2) tibtQt OnLP L/999 L/180 TCLL: 20 TH 1.2014 BC: 014(3-1) tibILL. oil L/999 LR40 TCLL: 7 RpMb ravine: tics Wb: 011D(l) %.(R On 3 Bal. 0 DOL: 125 ;6 OcpFhOxYc�2D B(II_: 10 "mOffsapraNxArek (1:1415381>) (200313D.) (3:141538M) Reaction Summary !f Tvae &92Em 2 Re Ma l M=Rmd AeRmo Max(ia IM M� V"LIA Mazw M.Hxk I (Y.riw�nrz I 48n Ca Masmy 156W 78pf _ -&W -66bs 12 hs Material Summary Bracing Summary TC 5P(AISQS201- 02.4 TCB.&W 9tmWd P.Ssar104ARA dbby0xrs BC SP(A[9]L2012)02.4 BCBmdx 3imhelarAaFcat63{1Axftdea�by0tas Wbs Loads Summary 1)Thbtnsshasb-d.�,Wfart. f.kAM 100bmk dxxdMb d&W dbads 2)M'bnmbasbmidogdforic T=ofaidbadsnamyd mvALk9M-lOvA f.U-bgurdd'mfip[ 160mpb—,;EV C,F*F.6..4G bL'HRWfiCQeR TTg-lD0 o—IBiig DmS4016t4733$h-151tEdZu T.a,)1i�rcatdudwx63edDOL-IhD,OCZ—Wdh4ft Member Forces Summary Tabbidd MmbclgmaxCSI,neaaaolfpq(rtaxayw.fd¢iddraeafmmma =Wfa¢) TC 1-2 0.199 -1126s 2.3 OL199 -112bs SC }I 0 37 135 hs dSba) Why Alotm I gThcdagn'shvvdoMaCB7-loaa�dmr�byh2t77Flxila&u2frSgOidc 2)VnCRardH=CR=tM riolandkrbanalddldmuk= etedplsleaMa"pm ofddliadmdedbnAa pLadmDd LL+(Rc.I)xnll DU,-.daresrltRaM 1. 3)06kaquim axakaasb—dxxdl®rbty, 4)Agaalbyaxooltamr,Cq=ID hmbmnppisinlepheheWnsbar bmgtwNssssp Teil) iTTh Mandan KAM/M I.20mmbo.42 5)FJsWwidupHtbxqdmMWFRSOJykadgg. 44, PE 76051 1 1 1 'd ; STAT ` 0x` i(!2' ORID R7CE/mpyofdt'sdcgn3�allefinv7ato/cemanaxaamr.Thds�nafh's:dxihulhta's6amlmd�aixeatdrya'mrb6spph16yMTnetMandeumatdrtEa aM tQtmlramaa9' mnpin�ufhenfartxinmforhbl'he&dfig . Leo„tmwr,u,,.,:,e:,,r,�..s,...,,,.,.r.....a.:...t_.:....:...._.,_...t.:.....�.r.•..._._w,�.�--`--------`-^-----•_•_____e... ... . . ... ... ._ _ BT7a11MBleaklV � idmxsalighaamn 18gs�ephe SouthernTi-ussCompanies,Inc. Truss: V8 259ON-kin Hi wa SOUTHERN y Project Name: 1452-B TrLwDlauxr. Cotrw)em SollmasTM TRl1SS Fort Pierce, F134951 Date: N1618 100.45AM Try cQMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 V=siar 2O16AL3 (Bwld 1Oj Material Database versim 1565 Span Pilch Qty OHL OHR CANrL CAWR PLIES Spacing WGUPLY 9" 5 /12 1 040 04M 040 04M 1 24 in 23 fls 4-" D 44 - &-0-0 Loading General CSI Summary Deflection I✓ (loc) Allowed Load 0d) BM9Codc FBC2D17/ TC: 047(1-2) VACR On L/999 L/180 TC1L: 20 TRI-2014 BC:-014(.34) 16tLL999 - On L1 L240 TCQ.: 7 RpMbri x: )b Pffi: OD9(2-4) Fh.M. On 3 BOLL: 0 DOL: 12 % av mr na=2D I BCCI: 10 ibt�nnss(L¢xYArmt (1:1b153322) (2D03-13D) (3:141534M) Reaction Summary 2r Type &¢Combo Brn.114lh Material M.PR AeR®d M.C—LbM M.VkdtW M.LbM M H ix I cmfta I 96n C—Masxay 2D91W 78pIr - -99Fs -99h -24 bs Material Summary Bracing Suaary j TC 9'(ASX2o12)Sih4 TCB.&w 9.d dorBoisnt6-3 %T daynby0h- BC' 9'(ALSX2Di2)*32x4 BCBmdrg Shmf,do P.* at634),Rvfndmi j by0h- Wbh SP(ALBO62011#32x4 Loads Summary I)Tlis—hasbmdaimifortmTeZdw o IOplboWdadMbadozdmdbuk 'n(rmlDo�Qae1BY� ;n*—O. U-40 b.4733fth-IS�fadZ—Tn.,Ni. iMLIIMOvi�fefWdh4trrdd'mfiQtIfD^gAutirokEtpwcC,FulyE+,diea4C>eb6FiP,Hti1'�g� IJms40flx4733fth�I511,EM7meTnex,TFI red�o�e�DQr1.60,CCImeWdhbft � Member Forces Sumunaty ul E:��Mm b�>qm� fs may uhlro�(ma,o:t�r.r�adrrm> mmaxa�u� TC 1-2 0467 1481s -103h1 2.3 - 4614 -103bs1 16 Ill i Z.l8l b11s -SS1 I13C h0.136 ) Wth 124 0092 290bs (-147bs) M Notes 1)Th"sd.ipsba.A-ASCE7-10ssidama dbytcM7FbridaB.IftCok 2)VnCRardM=CRwdl imlandhor@meldltffiadzbkeWdpimina pampas ddllabndLMd:adbnd, mplmdwDfl LL+(Ka-I)xD,f ELi,—da—,uAAM"I. 3)Cnbh�osemxb—dnrdbm,% ! - 4)Agiahi'm.dfa .C4-IDO,h.sb-appkdiD Vbehbalns®nmd.i viwb atgmTdby&T=M-fda MAN%IM 1-20029siml42 \\\`,tt ► 1��,// 5)L'sduidapiflrmmmsbamdmMWFRMO ,b dig EN PE 7605.1 1 1 STAT 1 //f��fs`S�oIVAL 7fTCBAmgoraisarsgadelteGvniidbnee®manram-.7hedornbidr.;ialnec'sbawlmMgnaeruard,eNimurt:sgg4LyfcTne;Mpro(anrard n�rpx,afram.aq eadmmplaimorrmnrmre&naranby+elig sc A�Im+,aaraW;�:dmaa�em�vrpmr�aalo�n�:�sRv�r�irQkn�mn�poma��a>,asre,em�p,aeardk^ra�yraralarmaamnac�4lttx.^mx�lorama.nr,rmaa�aea.a�x�r.,bKa..aM IIlianMiBleakly -3) I I8tmegephgar'97IS;uh3� Fdatsalighv®r IBpargepbe