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Home My WebLink AboutTRUSSSOUTHERN TRUSS COMPANIES, INC. SOUTHERN K GDS HIGH TRUSS SCA' 2590 N. AY ORT PIERCE, FL. 34951 (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: COM PAN I ESfp 68flW Project Name and Address: Oakland Lake _ I Occupancy: X Single -Family Lot: 71 Block: County: Saint Lucie Multi -Family Truss Company: Southern Truss Companies, Inc. Commercial Truss Engineering Program: Simpson Component Solutions Plates By: Simpson Strong -Tie I Contractor / Builder: Ryan Homes Model: 1833 a Elevation:' Options: Lanai 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 las been designed to provide adequate resitance to wind load and forces as required by the following provision: ROOF FLOOR Tjop 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: 7 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 height: 15' Exposure: C * 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 Department of Professional Engineering. Tallahassee, FL. Engineering sheets are photoco ies of the original design and approved by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 Al 21 06 41 61 81 96 2 A10 22 08 42 62 82 97 3 A11G 23 D3G 43 63 83 98 4 A2 24 J2 44 1 64 84 99 5 A3 25 J2A 45 65 85 100 6 A3A 26 J4 46 66 86 101 7 A4 27 J6 47 67 87 102 -8 A4A 28 J8 48 68 88 103 9 A5 29 V12 49 69 89 104 '10 ASA 30 V16 50 70 90 105 11 A6 31 V19 51 71 91 106 12 A6A 32 V3 52 72 92 107 13 A7 33 V4 53 73 93 108 14 A7A 34 V5 54 74 94 109 15 A8 35 V7 55 75 95 110 16 A9G 36 v8 56 76 17 BIG 37 V9 57 77 18 B2E 38 58 78 19 C3G 39 59 79 J. 20 CJ4 40 60 80 d -• 1. As witness by my seal, I hearby certify that the above information ' J is true and correct to the best of my knowledge and belief. 15 '� v Name: Brian M. Bleakly Lic. #76051 TYPICAL DE MOTE: NDS=National Design Speciftctions for Wood Construction. 132.5# per Mail (D.0.1-Factor=1.25) nds toe nails• only have 0.83 of lateral Resistance Value. '12 - r;(D -�® �-® HIP GIRDER 1) 1-5 OVER A 9-9-5 CORNER JACK GIRDER J1—J3 TO HIP JACK GIRDER r `J5 TO HIP JACK GIRDER J7 TO HIP GIRDER HIP JACK GIRDER (CJ7) TO HIP GIRDER UL, � CORNER -- HIP ALLOWABLE REACTION PER JOINT AO UP TO 7-6511 = 2-16d NAILS REQ'D. © UP TO 394 = 3-16d NAILS REQ'D_ TYPICAL CORNER LAYOUT HANGERS FASTENER - GIRDER JACK — — — — —- 2-16d nails —---- - — — — — — Md 2-16d nails — — — — 2-16dnails _ _ _ — — — 2-16d nails—-———— 3-16dnails—--—-— 2-16dnails ——--- TC I — — — — — — — 3-16d nails — — — — — BC i — — — — — — — SKH26 — — — — — MINIMUM GRADE OF LUMBER T.C. 2x4 = 17 B.C. 2x4 SYP WEBS 2) SYP N-z LOADING (PSF) FSTFLBC t 10 25i FBCZa10 L TOP 20 00 B SPACING 24"O.C. 0 '7 in SOUTHERN Fort Pierce Division. TRUSS 2590 N. Kings Highway, Fort Pierce FL 34951 ..COMPANIES (800)232-0509.(772)464-4160 hFtp/%.nrx aouthe,,,tm� mom Fax:(772)31 B-0016 By: Stephen W. WarEcr, Structural Eng. License # 54395 2590 N. Kings Hig' Fort Pierce, FI:•.34951 PD, E ROTE_ NDS=Motional DFsigli Sped ictiions for Wood Construction_ 132-5j., per Mail (D_0_LFac'tor=1.25) nds toe nails only have 0.83 of • Iciteral. Resistance Value_ i J - AILIL Cav CORNER --.HIP - 12 I HP GiRDER 1-5 12 - O OVER - 3 0-1.4- _ CORNER .TACK GIRDER ALLOWABLE REA00N PER_ JOINT Q UP TO 265ff = 2-1 Sd MAILS REQ•D_ �B UP TO 394u = 3-16d MAILS REUD- j M La l dl k A S e ' l ,� i$ (rilP GIRDER} - � a e s T ePICAL CORNER LAYOLrr _ CHORD HANGERS FASTENER GIRDER ,.TACK _ TC .11—J3 TO HIP JACK GIRDER BC — —— -- -- 2-16d'nails ---- — — — — — — — 2-1 rad nails — — — — TC J5 TO HIP JACK G[RDEI� BC — — — . — — — — 2-16d nails — — — — — — — — — — — 2—I6d nails — — — — TC B — — — — — — — _5 d nails — — — — — — — — — — — — 2-16d nails HIP JACk GIRDER (C.15) TO HIP GIRDER ZI — — — — — — — 3-16d nails' — _ — _ — _ 2-16d nails — — — — — Pm R7 r U-S-5 _COMPANIES >31Nt3IUJyI 'SPODE OF LIJMIBEREg MG {Psl j sIFL 7i�o � =a s>P L u $X. ZY�r SYP p`2 Y015 —4 S11M 3o4IG I = Fo&Pierce Division -_ 2590 N_ Kings K' gf wcr , Fart Ferce, FL 34-951 (800)?32-05fl9 (f r2)�A-4-t 60 Fax(772)318-0016 r n S$OW50 ibis produd is prerer ble fa zurrlarwanedors hecau3e a) easier i-dall-rmn, bJ bigber load , cJ Inur1 insf:Il �Q or a cnmhrn-hnA of f ese fadu - �j 4 --- - All hangers in this series have double shear nailing 1 innovation that distributes the load through two pokils on each joist greater shength. This allows for fewer nails, faster installation, and It of all common nails forthe same connection - Double shear hangers range from the right capacity LUS hangers highest capacity HGUS hangers. For medium load truss applicalfon t hU5 offers a lower cost aftemaiive and easier installation than the THA hangers, afiile providing greater load capacpy and bearing than MATERIAL- See fables below and on page 133. FINISH: Galvaized- Some ptoduci3 available in stainless steel or [7UAX' coating; see Corrosion Information, page 18 19. INSTALLATION - Use all specified fasteners. See General Nolen - Marls must be driven at an anglethrough the joist orhoss in the header to ac:Wave the table loads - Nat designed for welded or rarer apprrcaiiam OPTIONS: - LUS and MUS hangers cannot be modifier! - HUS hangers available with the header flanges turned in for Z-2x (31l7 and 4x only, with no load reduction. See HUSC Concealed Flange llushaiion: Concealed flanges are not available for HGUS and HHUS- - See Hanger Options, pages 200-202, for sloped andfor strewed HHUS models - DUter sizes available; consultyour Simpson Slmng-Tire mpru CODES- See page 20 for -Code Reference Key Chart of End, A- These products am avalable %VM aMborral Corms )i ProtcADrt Addr%rraf products on thEs page ncryalso br ava�ble rvigr this npbDq rherl. wHh-Srmpson Stmng-Tre fordefar7s r' these pmduds are approvad inrinskMan v.,M the Shnng-Drfve SD S CDnncdors+ uw. See page 30 for the corrart sursiffamm and SD sm tADde! ND: Dimensions •Faslenerr Ca"fMg Member Carried. Member tHeAGa, SINGLEZXSIZESWS2419SE413/4 410d 2-10d' LlIS25195E 43; 1% 4-10d 410dMUM 1-%i 535E Z 6-1W 5-1011 HUSZ6 4ym 16 19S 53S 3 14-16d 6-16d HGUS25 495E 12 1% 5% 5 20-16d 8-16d LU52B 4w 18 135E UK 1%6-10d 410d MUS28 Wa 18 1%c 5-4. Z-' B-10d• 8-lod - . HU57B WA 16 194 7 3 2Z-16d B-16d HGU528 695E 12 13S -PA 5 35-16d 1216d LUS210 41/ 18 195E 795E 1% 8-10d 410d HUS210 V. 16 195 9 3 3D-16d 10-16d Ifor USE Ithe the US or ie LUS. HHUSZI0-Z (Tray Designer LSeetable toplovidefastener on paDe quay W 1hrvonnedfn9 133 fir multiple members aDDwable together) 1$• SIMPSON S�rorigTie t j nusc Concealed Flanges (not amide for HHUS, HGUS and HUs1z) th Keuuced Heel Height Double Shear Dome Double Shear ® Double Nailing - NarTing Side View Shear SideVfew (alrallabfe on NalTing Do not some models) Top View bend fah U.& Patent 5,603S13D ' :� till—_bl F�MN SO Allowable Loads SPFJFIFAIIowableLoadr ' Modell_ Na. - _ - — - b 0 _ = rti� - _t 60 - — Uplift? (160) Floor ODD) Sltovr (115) Root 11251 l%9nd [160) • UpOit1 (160) Floor (100) Snow (115] Root (1Z5) Vrmd (160) Code ReL SINGLEacS[Z:ES LW 24 490 670 755 825 1D45 49D 725 ' -. 830 895 .1135 420 575 555 705 B95 111526 1165 ES 930 1070 1355 1165 940 lam 1155 1475 10D5 740 B45 915 1160 MUS26 1090 1295 1480 1605 1I325 1090 1410 !' 1610 1745 1825 940 1110 . 1255 1370 1 770 F6, L17 HURE - 5so _- _.__ .1550_ 2450 3335 3335- 3335- 1335 2330 - 2650• 2B20 '2B65 HGUS25 WN ME_ _ Tt5 -L MS 5790 . 5390 ' S39D' 152B MO 4200 4500 4635 17. L17 WyZg . _« .. _ 1155 }12DO 13ES 1480 1835 . 1005 940' 1075 1165 1475 MUS28 1555 1730 1975 2140 2645 1555 ' 16i30 , 21M 2330 2545 1335 14i'S ' 1690 1830 2275 17. F6, L17 HlLS7B 2DD0 3955 4120 42M 4335 20M 3MD i 3950 4070 4335 1720 29D5 3035 3125 3435 HGUSZB 3015 6745 6970 7125 7275 3015 600 6705 6370 7275 2595 4960 .516D 5290 5745 U,L17 WE ` _ = © 3 11fi5 2D£ 3000 _ - 1445. 4105 _1659 431D 1795 445D' Z90 4930 1DD5 258D 1195' 3750 130$ 3315 ":}475 3425 1745 3815 FB,L17 HL15Z1D - t. r x 132 Mute Far dimensions and fastener bdomralion, seebble ve. aboSee table foctnob=1 n page 133 . I . Z Actual Dis[ JoislModel Size No. 6a Dimensions Min] Max t; asteners AllDwab[a Loads code Ref. iN H B Face Joist DF/SP Species Header SPF/HFSpecies Header Oplift (150) Floor (10D) Snow (115) Roof (12-5) Floor (190) Snow (115) Roof (125) HU416/HUG4i6 14 3°/ia 13% 2'h Min 20-16d � 8-10d 1515 2975 3360 3610 2565 2895 3110 19, L12, F8 3%s 13% 2'/z Max 2&16d 1210d 2015 3870 4365 4695 3330 3760 4045 3'/zx18 HGUS412 12 Na 1OMs 4 — 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 19, F23 HGUS414 3-% 12N 4 — 66-16d I 22-16d 5515 10100 10100 ID100 8685 8685 8685 HUGQ412-SDS 14 V. 11 3 — 14-SDS'Wx2%z 6-SDS %'x2'/z 2510 5460 ' 5560 5560 3930 4000 4000 5'/a x T/, HU68/HUC6B 14 5'h 51% 2'% Min 1016d 416d 900' 1490 1680 1805 1280 1445 1555 19, L12, F6 5Yz 59/m 2'% Max 14-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 HGUS5.50/8 12 5'/z 6%G 4 — 3616d 12-16d 3235 7460 7460 7460 -6415 6415 6415 19 5'/ x 9'/a - 9Yz HU610/HU0610 14 5'/z 7% 2'h Min 1416d 6-16d 1345 2085 2350 2530 1795 2D25 2180 ig L12 FS 5'h 75/a 2'% Max 18-16d 816d 1795 2680 3020 3250 2305 2605 280D HHUS5.50/10 5'h 9 3 — 3016d 1D-16d 3735 5635 6380 6880 4835 5480 5910 19, F23 HUGQ610-SDS 5'h 9 3 — 12-SDSWx2'/z� 6-SDS'hx2'h' 252D 4680 5380 5715 3370 3875 4115 HGUS5.50/10 12 5'h 8% 4 — 4&16d I 1&16d 4095 9100 9100 9100 7825 7825 7825 5'/ x 11Y4<-11'h HU612/HUC612 14 5'h 9% 2'h Min 16-16d 6-16d 1345 2380 2585 2890 2050 2315 2 990 19, L12, F8 5'h 9% 2'h Max 22-16d 8-16d 1795 3275 3695 3970 2820 3180 3425 HHUS5.5Q/10 5'h 9 3 — 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 19, F23 HUCQ612-SDS 51A 11 3 — 14-SDS'/'x2'/z' 6-SDSY,'x2Yz' 2520 5315 5315 5315 3825 3825 3825 HGUS5.50/12 12 5'h 10% 4 — 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 5'/ x 14 HU616/HUC616 14 5'/z 121% 2'h Min 20-16d 816d 1795 2975 3360 3610 2565 2895 3110 19, L12, F8 5'h 121/ia 2'h Max 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 HHUS5.50/10 • 5'/z 9 3 — 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 19, F23 HDGQ612-SDS 5'/z 11 1 3 — 14-SDS'/'x2W B-SDS'/,'x2'/z' 2520 5315 5315 5315 3825 3825 3825 HGUS5.50/14 12 5% 12%z 4 — 66-16d 2216d 5515 10100 10100 1010D 8685 8685 8685 5Ya x 16 HU6161HUG616 14 5'h 121% 2'h Min 20-16d ( 8-16d 1795 2975 3350 3610 2555 2895. 3110 19, L12, F8 5'h 12114e 2'h Max 26-16d 12-16d 2695 3870 .4365 4695 3330 3760 4D95 HHUS5.50/10 5'h 9 3 — 30-16d 10-16d 3735 5635 6350 6880 4835 548D 5910 19, F23 HUCQ612-SDS 5'/z 11 3 — 14-SDSY4'x2W ESDS'/t'x?',T 2520 5315 5315 5315 3825 3825 3825 HGUS5.50/14 12 5'/z 12% 4 — 66-16d 2215d 5515 10100 10100 10100 8685 8685 8685 5'/a x 18 HU616/HUC616 143 2'h Min 2016d I B-16d` 1795 2975 3360 3610 2565 2895 3110 19, L12, F8 rI%191' 2'/z Max 26-16d 1216d 2695 3870 4365 4695 3330 3 660 4045 HHUS5.56/10 — 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 19, F23 HUCQ612-SDS 3 — 14-SDSYa'x2h' 6-SDS'/,'x2'h' 2520 5315 5315 5315 3825 3825 3825 HGUS5.5D/14 12 5'/z 12'% 4 — 66-16d 2216d 5515 10100 10100 10100 8685 8685 8685 7 x 9'/4 - 9'h HU410-2/ HUC410-2 14 7% 9Y 2'h Min 14-15d 6-16d 1345 20B5 2350 2530 1795 2025 2180 19, L12, FB 7'/e 9'/a ?-% Max 18-16d 18-16d 1795 26BD 3020 3250 2305 2605 2800 HHUS7.25/10 7'/4 9 ' 3Y. — 30-16d 1 D-16d 3735 5635 6380 6880 4835 5480 5910 HGUS7.25/10 12 7'/ 8% 4 — 46-16d 16-16d 4095 9100 9100 9100 7825 7825 . 7825 19, F23 7 x 11'/a-11% HU412-21 HUG412-2 14 T/a 11% 2'h Min 16-16d 6-16d 1345 23BO 2685 2890 2050 2315 2490 19, 62, FB 7Ya 11% 2'h Max 2216d 8-16d 1795 3275 3695 3970 2820 3180 3425 HHUS7.25/10 T/4 9 Ns — 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS725/12 12 TA1DYe 4 — 56-16d 20-1Gd 5D45 9600 9600 9600 8255 8255 B255 19,F23 7xi4 HU414-2/ HUC414-2 14 Th 13% 2Yz Min 2016d B716d 1795 2975 3360 3610 2565 2895 3110 19, L12, F8 Th 13% 2'% Max 26-16d 1216d 2595 3870 4365 4695 333D 3760 4045 HHUS725/10 7Y4 9 3Yic — 3D-16d 10-16d 3735 5635 6380 6880 4835 54BO 5910 HGUS7.25/14 12 T/4 12e/ 4 — 6&16d 2216d 5515 10106 10100 10i0D 8685 8685 8685 19, F23 7x16 HU414-2/ HUG414-2 14 T/a 13% 2'h Min 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 19, L12, FB -PA 13% 2'h Max 26-16d 12;15d 2695 3870 4365 4695 3330 3760 4045 HHUS7.25/10 7Y4 1 9 3% 1 — 30-15d 1D-16d 3735 5635 6380 6880 4835 5480 5 11D 19' HGUS7.25/14 12 T/ 1234c 4 — 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 708 HU414-21 HUG414-2 14 T% 13% 2'h Min 20-16d &I6. d 1795 2975 3350 3610 2565 2895 3110 19, L12, FB N 13% 2'h Max 26-16d 1216d 2695 3870 4365 4695 3330 3760' 4045 HHU57.25/10 T/, 9 3Yia — 3D16d 1076d 3735 5635 6386 6880 4835 5480 5910 HGUS7.25/14 12 T/4 IPM. 4 — 6616d 221$d 5515 110100 10100 10100 8685 8685 8685 19, F23 7x141n 3D Foraddilonal hangers see HGU/HHGU on page 107. See footnotes on page 105. LUMBERCF UNLESS SpE01FIEO ON ENaINEERrS sFiV.ED DESIDNr APPLY lxh 'T"—BRACE GOY. WES, vAL}fir E8, SxME 9PSOIG9 NiD °MDG VS n6T-E A•hE, (Id 1YAWAE1f oaF�TrtR Niw N57�� 1 p No, MINIMUM GRADE OF M chord 2Xh E r 8P� $�/�� or ballnr WITH oau Orl�� xz_B]]yo lV&Bs EpUhLLY DPAD , FaR YEfrll P Boll Chart( 2X�(") on 2xh SP #2N OR SPF #1/#2 or bolter MA IMI( VALLV vErTMoAL HEIGHT MAY NOT E% E0 12 -•0", W> b7 Zrr4 wis 43 or bailor Top nNoRrl or 'frluSb SENFATH VALLEY SET MUST SE °RAaEO )VffHI PROPENIX ATTA01•IED, PAT90 DHEATHINO Onto PRIOR To VALLEY Was (+) ArIS MAY 8E RIPPED FROM A 2ga, (PrrOHED on BgVAnE) (41) ATTAOH FAOH VALLEY TO V= Mp0rmw TRUSS, wmil I114 AuhYION PURUNS Af lip oar aR AS OTAERWIsE SPECIFIED DN ENaINEERS' SMEO DESIOH (2) 16d BOX (O,1J6" X Jr0 NAILS �OE—NAILEp FUR �—MPH WIND, HY VALLEY TRUSSED USED IN 61EU OF PURLIN SPAOINO M IIMIFIEO ON ruc 2001• As cE 7 10 „_'2�••_ MCM HEIDHr'r. ENCLDSFA BVILDINo, DI. Far. ENQINEERSI BEALEO •DF410m. (+++)rrOTE•TYWTH iFiE pURIJN �PAOINa tbrt SnhC °THE op OHORO OF 7HE YRUSG l) ARW Till r OF THE TOP CFnIORO, FJrp. °, flE51DENCIALr YAND TO OUT Fp9h` Zua OR • LIROER Ah mo OR 7 DGNEATH THE VALLEY IS tFMli (44) ERspmsBUILT AS LONO AS TI•IE VERTICAL HEIQHP ODES qr--•Orr IVipSt 121A0 ;O4 B9TrOh1 CHORD MAY OZ SgUARE OR PrrOHED Clrr As SHOWN. ti 13r^err 4X � 4x+ —nit 61-0"Max Spacing 0 20' a" Max cr�Nl) SUPPORTING TRUSSES AT 24n o,C, MAIXION SPACING, Ereallon br, nor t1my Ii 1]UT�� oddoe rcgc f7 A 9�1 and domino "d, Fort Fierce DIVlelcrn rpacljly aPP U ��iiyy��++ 2070 NN Ring to pwoy, dolknr for Q�y�►Y� f " ll}lAl4+ Fort 060ir, FL )404— TNuaz are (OVD)za2—OBa9 �77z�4e4 4I e0 Then no xI hllydt<`,•MrYlhvnWn.o-m F'aXe 77Z D 8— D7$ oPeolned on r+! r 1 gDll is wwo , Wex OPTIONAL. STUB END VER11CAL - WTx 7 JbINT DETAIL FRAMINa Lg4ding I raeponalWdly of Inrsa daslonor, Plaly monvlvolurer Irvrsw Ora oaullvnad lv veak praG�lmul To l L 20 20 PBF 15 P8F w orrcUngg bracing >rhlvh la ofxaye required In prayont loppllng TO DI_ 10 PSFI lvn amf ppermvnenl braving vrhkll rnrV" ba raqulred In lommoolory and rocs tren� 11C DL 90 LL 10 q0 • 00 P5F lCBI-DI 5ummory shevL rp $ brucing mdal plala connrvlod Toad inuseem I ), TUT& LOAD 40 46 P5f• rid lmlenrd In tor(vnrd In v alralghl vnd plumb poalllon d dfrovlb Iv Iha lop chvrdr Ihvy shall by bravad oo p1�rm fmca 1,25 1.26 "_ Yr xva +hnn be 4mndlo nilh reomnable earn during �- ACSE 7-10 � Gable Vertical Bruce93'-3' No Braces 5 00 ng 5 ac ea Gra e 1 2 SPF f3 STUD 0 HF STANDARD _J 1 3'—B. S P 3 V-7" —B' N DFL MD 3'-5. ,U C STANDARD 3'-4" 1 2 3'-10" U H F s1uD 3'-8" O STANDARD 3'-9" 1 4'_3. -0 z; S P v to c9 .- DFL STUD STANDARD 3'-10" 1 2 4•-3. 3 4'_2' V �H FF— —STUD--- —4�-2' — — O STANDARD V-2- �— 1 4'—B' S P 4._7. 3 4•_4• r DFL SWD STANDARD NAL AT INNTT OF DIAVERTICAL H WIND SPEED SOUTHERN TRUSS COMPANIES hap://unxeeulh eminus,evm d rL HEIGHT CLOSED, I=1.25, E>CPOSURE 'BPACEer' Bracing Group Species and :7 B IF GROUP A �- /_/FdNTIN}10U� BW)ND/ REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH 'IV \l C= a^ r u T 8"1 Erection bracing is not the responsibility of truss designer, plate manufacturer nor truss fabricator, persons erecling trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling nd dominoing during erection; and permunenl bracing which may be required in a Fort Pierce Division epecilic applications. Sae TC51-111 Summary sheet Commenlery, and recommen- 2590 N. Kings Highway, dums for hondring, insialfing & bracing metal plate connected mood muses` PI). Pierce, FL 34951 Trusses are to ba erected and fastened in fastened in a slreight and plumb position (Boo)z3z—asos (772)464-4160 whore no sheeting is applied drectty to the top chords, they shall be braced as Fax:(772)31B—oo16 specified on the truss design. Trusses shall be handle with reasonable care during . election to l d e. Mauimun Total Load 60 PSF SPACING AT 24" O.C. ' 1 L BRACE DE T AIL Nailing Pattern . I Note: L-Bracing to be used when continuous L--Brace size Mail Size . Nail Spacing lateral bracing is impractical_ L -brace mast cover 90%d ofweb length_ 1x4or6 10d &=o:c- 2x4, 6, or 8 16d 8" o_c_ Mote: hail along enure length of L-Brace L-Brace Size (On Two-PV& hail to Both Pries) for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 Naffs • 2x3 or 2x4 1x4 t 2x6 176 { —DIRECT SUBSTITUTION NOT APUCABLE. � L-Brace Size forTwo-Ply Truss Specified Continuous , Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4* 2x6 2x6 2x8 2x8 --- DIRECT SUBSTFRMON NOTAPUCABLE Nails � Section Detail _— - L-Brace Web L-Brace must be same species grade (or better) as web melmbar_. _ I I -BRACE / I -BRACE IJET E Note: T Bracing / I!�Bracing to be used when continuous lateral bracing is impractical. T--Brace / I -Brace must cover 90% of. web length. Note: This detail NOT to be used to cdrivert T-Brace / 1-Brace webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size•' •. j Nail Spacing • for One -Ply Truss it 1 x4 or 1 x6 10d 8" o•c• Specified Continuous 2x4 or 2x6 or 2x8 16d 8" ox I Rows of Lateral Bracing Note: Nail along entire length of-T.--Brace / I -Brace- V%Teb See 1= 2 (On Two -Ply s-Mali to Both Pries) .. 2�3 br:2x4 k 1x4 (`) T Brace 1 x4 C) I -Brat I — 2x6 ix6 C) T-Brace 2x6 I -Brace 2x8 M T Brace 2x8 I -Brace /Nals alternate position Brace Size for Two -Ply Truss Specified Continuous > ; k Rows of Lateral Bracing / SPACI G - web Size 1 2 k � ; 2x3 or 2x4 I2x4 T=Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace WEB It %2x8 2x8 T-Brace 2x8 I -Brace "xi T:BI GE Narls / 5eciion Detail T-B race =� web alternate position Nails wA I-B race Nails/ Frace / I -Brace must be same species and grade (or better) as web member. NOTE: It SPwebs are used in the truss,1 x4 or 1 x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. SP truss lumber grades up to #2 with 1Xbracing material, use IND 45 for T-Bracell-Bra SP truss lumber glades up to #1 with 1X bracing material, use IND 55 for T-Brace/I Brace S6AB-BRACE-DE I AIL S T - SCAB -BRACE Note: Scab-Bracii g to be used when continuous lateral bra ng at midpoint (or T Brace) is impractical. Scab must I overfill length of web +1- 6". THIS DETAILIS�OT.APLICABLEMEN BRACINGIS REQUIRED AT 113•POINT•S OR PBRACE IS SPECIFIED_` APPLY 2x SCAB TO ONE FACE OF WEB wH 2 ROWS OF 10d (3" X 0.131"1 NAILS SPACED B"'O.C. ' SCAB MUST BE THE SAME GRADE, SIZE AND . SPECIES (OR BE F ER) AS THE WEB: MAXIMUM Vti EB AXIAL FORCE = 2E00 lbs' MAXIMUM VfB LENGTH-12-0" SCAB BRACE2X4 MINIMUM WEB SIZE• , &\ iJIINHAUM VVEB GRADE OF #3 WWVA� Nails \ � 5ec5on Detail \\ IScab -Brace Web ' I Scab -Brace must be same species grade (or better) as web member. i Southern Truss Companies, Inc. Truss: Al 2590N.kin H1 wa Project Name: 1833-A4n d 30U THERN Y TruzsDisigl .. dbe TRUSS Fort Pierce,F134951 Date: M1018 4'?')-47PM CttrlpolJerffSolutiasr*i COMPANIES (800) 232-05.09 (772) 464-4160 (772) 318-0016 Fax Page: ION Truss vemax2017.7.1 [BuDd2] I Ivlateria] Database wr.4= 1565 Span Pitch Qry OHL OHR CANM CANrR PLIES Spacing WGP/PLY 45-M 5 /12 3 0-00 &M w 140 1 24 ui 2351Is 4550 7-5-s 7-5-5 7-55 7-5-5 7-5-5 7-1-6 1-4-0 715 14-10.11 224.0 29-g5 37-2-10 444-0 4 5x6 - 5 12 12 5� �5 3x4 / 3x4 \ 4 6 40 ! 3 3x7 \ 0 7 c 1x4 \ 3x4 \ 2 8 4x3 / d 7x8l 1x5 YY 1 9 4x5 - dj 1 I 0 1 T17 T 16 15 14 13 12 3x4 - 3x4 - 3x4 - - 3x4 - 4x4 - 3x4 - 11 5x5 - 0-0-0 0-" 8-10-0 8-10.6 9-2-7 &10-0 8-e-7 ' 8-10-0 17-8-13 26-11J 35-9-9 44�--(I 4 Loading General CSi Summary Deflection L/ (toe) Allowed Lad (ps1) BagCg&-. FBC20171 7C: 089(6S) SQL 036u L/927 (16.17) L1180 TCL: 20 TAI-2014 BC: 0.49(I7-1) 16tu-. 024n L1999 (16.17) L/240 TCLC: 7 RspMbrlro )'s 1v; o96(S14) Cm/(ATL" a01 n 2Lf999 (0-10) 2L/ BQ3.: O ➢GI_: 125% Chm/CHU. 001n 2L/999 (10-I0) r 2L/170 13CCL, 10 FbrzCR alsi, II 1'geCYR�(Jnv,'Vr4,gk (134k4-2X) (2"3-13fh) (30-12,1-1422) (40 3-13;2) (500$-13A) (6"3-13)2) (704I,t-IQ72.) (M-10,4-7A) (9AIO)) (103-14�-IA.) (114-0Z-IOA) (1200,1-SA) (134a2-0J).) (1400 -8;0.) (1500}-3J1) (160AI-12A) Reaction Summary I n Type t3g!Ca2k 13gt15Bh Maid RgdRmWldh M.Roa MaxG-1w MaxRFdlbffc Maxlbfd( M-Fbrk 1 l5s(%k 1 Sn Ca Masxay 3D06 1,730 bs - -73665 -7361s I42hs 11 RM(MI) I Sn CmamMasxay IMh 1,8371s I - -781h .7811s ohs Material Summary Bracing Summary TC SP(AL2"iS2013)na4 --Pt TCBaa� 9,ar,elgrha4sa17.60,he de4,byGlnt 1-3 SP(A19�2013)6S2x4 3.5 9'(.MM5-2113)SS2x4 I BC SP(.41S05-2013)a2x4 13CBiav �• 3xvin1gr71afinaLS6QAafr,hp,byClMs Wt. Sp(ALS W12)*a4 62da 9'(AL9Y 2013)7!22x6 Loads Summary 1)Th'se»gha56midro�sdrorhedrm;dno IOpslhgtmd,nd Felndp3sdsdbads 2)'msn�lnsbard�r�af ra<ewre,�oru:dtam:,aa�a�,+t,s�7- to,�+, ikrou,:,g,raa�.m:mgc t6amp6uu�rE>vyP,�, ai,�bbtfP,a,arngc,�oyn (1- Im>.oearB� D'ns40fix47331th-15f�l,hEndZ=Tnw„Nil awadud,misiie D:i.-IM,XZ.Mdh4R 3)Muiravnssxag ae;:lvdi gnaaadarxeuf,iBCTahL•1607.1 hssrothenappfd Member Farces Summary T bkid aL Me da IgmaxC9,maxaxh,ro q(m xgxnp.fo nAddfaexfvn mtxaxulfoml TC 1-2 a444 .3,361 bs 5.6 a857 -2A656 hs 1 940 0365 -677bs 24 as" .3,77 hs 6S am-3i22.Is ' 45 -28a606bs 3C 0II 0353 71OU (-2661c) 12-I4 a467 2j29hs (•If193bs) IS•17 a438 2?67)a (-1,112bs) I I-12 0477 2931 bs-13381s) 14.15 0.648 19171a-7236s) 17.1 0.439 3011 ba (-IAMU) M. 2-17 a107 3371s (-269hs) 5-14 0955 844 bs (-394 bs) &ll 0953 -2,4g3 bs R 7( / �\ mV1- f3L !� 4-17 0458 5031s (-VOW) 614 OM5 4Wbs 1 9-11 a190 6006s (-5251A \\ 5 457oa G12 0367 47S b, (-21765) 5.ISS 034 b(421 bs) 8.12 0036 302 is (-21Ss c^ 11 NThed�,'sbasaiontSCE _\ ' 7-IOas,dmsmdby1r317FUidaBg3G,gCnde 2)\h(2tand}inCRe,eirw�landMmmalddki:sdencve�dpbsMgsq,gmpxunnrddl�r,drbdydlsd,axnpndasndl[L+(Kv-1)tDil lliieov&rnvB,AT.9IfH 1. ` PE 76 Sl.J \ '� �°''1</ 1 (1 3)Agm amolfam 9-O Qhasbm,app[tibrepbebnalrtssarmd_gnval,sbaadma�°6FaVrii ix,Tob—.dmlbyt.T—MamdagumMATb17A 1-20078mon2W i i-��- 4) Indmesm,mxnsbeal�a S},qundazinb®im(sjdwnRoasufCLRm�badg.0y&gnnlyba.d,-DNEBCJ.RBRACEr—k oi—CM..ddagualba6gsxf-% DWEBRFt1�U 5)Liuluidsq,Nnmg'vsb..+d.dmMWFRSG,tymdrg 'i ! � � S�TAT 'OF Z-S-Z"!>1.9 j S/ 0NAL E�G\\X '� �I1111111� T4R�Ampyofhsd®gnshal6efian9,e3od,echo,mrtad�r.ThedSgnNdis">alrua'alaalmLgnaeeandrquiem,ss�pp[dbyheTn�Mendaucardrda nlramrey a,dmmptsz�offwnfamnemafgA,bydnBgiLg BrianM.B1�,,W Ea�cAsmlonhismauig idmaemponaofpof®rmlelpimrgmyuebSys,Hyforinhffimmpo,egdag�sMan�lnmcpagwddn^ImpoaalnfmmimB:Gg,ga111s"pagefgraddmrelidortrremnAlaxx�pblastal6e ��1 nsamdanxdbySmpax19tngTeCbrga�lrchamxdaaxui,E912762.AIm,mmspbaema7gaugS,mLBd,e�elphe�sifabnnl6yaL IB'at�:diacsan IBgsa�sGorSq IS;utid, i,dm6ah'¢,n� 18gaugep§e 2jg0NMes7i�AKs¢fl34951 Southern Truss Companies, Inc. Truss: A10 ,CorrTaucrlt 2590 N. kings ITi ntay Pro3�g: ft r, SOUTHERN TRUSS Fort Pierce, F134951 Date: 2212018 4:2' 48 PM soltdiol;m CGMPAN IES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: 10f 1 Tess Xkrsiax 2017.7.1 [Build 2] I MaterW Databaw wrsion: 1565 Span Pitch Qty 011L OHR CANTL CANTR PLIES Spacing WGT/PLY 45$0 5 /12 1 01F0 0(FO I-M 01H 1 I 24 h 218Its 4541-0 5-7-12 4-0.4 7-1-10 I 7-1-10 7-1-10 7-1-10 FI I 7-1-10 F 5.7-12 10.0-0 17-7-10 243-3 31.4-13 38�r5 -0r8-0 12 5x6 % 3x4 - 45 - 3x4 - 5� 3 4 5 6 T 1x41 v 2x101 C p 11 Sx; • i T17 16 15 3x8- 3x6HS18- 3x4- Pt 4 3x4 - 3x5 - 4x5 14 13 12 3x5 HS 18 - 3x4 - 3x4 - 1-0-0 1G-0-0 18-11-0 I 27-1G-0 36-9-0 Loading General C& Summary Deflection L/ (loc) Allowed Load (11) BljgG0d- FBC2017/ TC: OSI(7-9) Ninat 094 it . L/55a (14-IS) L/180 TCL: 20 TP11.2014 BC: O61(IS-17) 1htLL• 0.43n L1999 (I4.15) L/240 TCM 7 %pmbr,x . WS NVb: 090(9-11) HnQt 024n 11 BC(L: 0 1. 125 % a- 0apr—,1 20 IDL. B• 10 T'bboT=(j,L\KAng): (N-12,1.9A) (200313a5.) (30-1y11,71) (4¢4j-ap.) (504;-OA) MAMA) (7n034A) (SOAT-12p) (9D0,MW (IW.1238,90) (I13.830A) (12b038A) (1340,I-12A) (14aa3-So) (150-0$.4A) (160AI-12A) (I7:1-12341A) I Reaction Summary I 2r Typ- &¢Cants &Itlltlh MaDat %ciftWth M.P= MaxGavLW Max18d1w M.U>bft Maxlixi I Yn(9,h1) I 9n CaiaeMa: y 300b IM4 b; -746bs •746bs 270bs 11 1-I u(rstrs) I i3i, - 3r10b Zbs -7721s I -772hs Ots Material Summary Bracing Summary TC SP(AlS3i•2013)E22x4 aa(.c TCB.ft 9x44rdaP isat24APw65d5Wby0hm 3.5 SP(AL306.2013)SS2x4 5_,9 7(AIS3i20I3)SS2x4 BC SP(AL93:2013)42' BCBra65g 3mtt¢IaBrtGset3-II-0,Aabtdaiijtby0has Wbs SP(A1S3i7012)632a4 aapt: 9-11 SP(AL936-2013)W.4 Loads Summary grh'su,nShasbm,a-gsdrahnlrebmxD lops+toonevaF2map5Kd emdi 2)ThKn�hasbmidc�ndfvtredf�ofandlndsnaobda�mtft4.KE7-IOa�thefW�uigt�dircfipw 160mphulirukEFayF�*lCabbtip®tIIfilg(3tgayll(f=w0),Qve18Bg Dins40hx4733fth-15fkN.EdZ—TrL N. redadt—mde DCL If0,CCZ—Wdh4fl 3)Miimoms E=.,.bafti,—dar-.ihTBCTabkl607.1 h.-b-.pr.W i ra—har VhrrncCnmrrrary TI,e:.r .tMmd,,,mm..rs,..,r: 61f r--m.r anar�ar nax,si.lfaa4 Tc I2 2.3 3-4 088 0.707 OA03 -3,0 bs -WI is -32Mft 4-6 67 7-9 0563 0549 OSII -4p346s 4,317bs -2864 bs I � 9-I0 0667 019 BC 11-12 0310 2,4266s (-I/1261s) 14-15 0556 4j591s (-2ASW) 17.1 0357 3,483N (-2j50bs) 12-14 otDl 39271s •2294 bA 15-17 0610 4320 bs (-2569bs) W.bs 2-17 0= -MI is 6.15 02M -2281s 'i 9-12 0456 1,123bs (4621s) 3.17 0409 Ijp7la (4301s) 6-14 0253 -375h 1 9-11 0901 .2,833bs 4-17 0587 -I 3811s 7-14 0246 6051s (-236bs) 10-11 0%7 18sbs (•158ts) 4.15 0.155 381M (fibs) 7.12 0.471 .1;IMIX Truss -to -truss Connections Summary tD Qb WTn Canvbg`rn C-r kycff. Astck TT13 A10 BIG 125-4 27Ud$ Notes I)Th'sd�;gs'sbasd-ASCE7-IOasrdammibyte7D 7FbilaBOftCodo 2))btQ(erd}irsQtarelrw6xlatdhor¢a�ta�*+��bt.ekDaplslea�SmrtgDmaotduebdmd Wdmmpadasrlfl iZ+(f;c- I)a4ll LLhamdanmshAlS/rP(I. 3)Aquatymmolfamr,Cq-I.13,hashmsapp4dofsept+khanlnasval�uspa3.ilbyhTsusMamdsDmprA*HIfPf I-20t72S'�n242 4)Tnasw,asmrvs®ncfa®aph®1'rmpreamna�Tat Ahar�OraaMsumalwv�rsslmthrysmiidb�lemax �m®nard�rdwn b4x:Rmmon9vnney. A�Nra�-8roPe*%PmdFB 6) ®lnd amsnuushealres:aia(QR)raauiaiattelnim(s)4ounRwsorQArmsbadtgmt�ydngoDyMami,sxI1WEBaABRACE FaeMaB.sDQ3lseadde6malbradsga 13VIEBRErNFORCE 7)LI da:dup3imaiomla�dmMWFRSOsybaft i 1.5x31 11 5x5 - B1G 0-0-0 4 ��GENSF��•�—�i_ PE 76 STAT 'OF �. 0 �� Z3'Zdi� / 0 ORID 7S`�.�ONA i 1�\G \�X ae6nssralbytsd355iiig Brim KBleakly xD4arphe9Dlbe s4,x<r4t�+n6os1 "L-, 18paogeplte 259011K—ftuhAii A34951 Cantpollent Sohdiorg Al Trtss *rsiaL 201 M (Build 2] Iterial Datahasc wmiw: 1565 Span Pitch 45 5/12 TQ 1T SOUTHERN TRUSS COMPANIES QW I 14.3-5 12 5x8 HS 18 % 5� 3 2x10� 1x� 5x7 - OHL 00-0 4x4 Southern Truss Companies, Inc. 2590 N. kings Highway Fort Pierce, F134951 232-0509 (772)464-4160 (772)318-0016 Fax OHR CANfL CANrR 000 1-" 00-0 45-8-0 6-0-5 6-3-5-11 2� 33 1 5 5x5 HS 18 - 6x6 - 1.5x61 4x4 - 5x5 HS 18 - Tmss: Al I G Project Name: 1833-Aln TnwDesiw. dh: Date: 20/2018 42249PM Page: 1 of 3 PM Spacing VIGDPLY 2 12 in 292 N 39-4-11 45-8-0 4x7 - 3.5x8 - 10 ti 20 19 18 17 16 15 14 13 12 4x4 - 5x5 HS 18 - 4x7 - 4x4 - 7x8 - 4x7 - 6x6 - 2.5x7 1 4x6 - CJ8J8 J8 MI JB JB JBI J8 J8 a] JS ® J8 JB JB J8 MJ J8 J8 J8 B1G 0-0-0 0-4-0 6-8-0 63-5 6-3-5 I 6-3-56.3-5 0-0-0 63-5 6-3-5 1435 2G-6-11 26-10-0 33-1-5 11 453-0 Loading General (A Summary Deflection L/ (loc) Allowed L.md (psi) BBgmde: FBC2M/ TC: OA7(2-3) Vnck 1.15n L/457 (16-M L/180 TC(L: 20 TPI 1.2014 BC: 096(14.16) Vnu_ 05n L/999 (16-17) L240 TCOL: 7 PPmbdlm hb X%: 092(10.14) H-M, 019n 12 BC1L: 0 DGL: w% GemFam,M=20 Reaction Summary 2r TM, B,1 92M g 27, Maenl Rgd&xWdfi MuR d I M.G- bfdi M.WML Ht M-Lw Maxtix 1 Z(tlhq I 8h Cw Ma"q 300u 3=ft - -I$601c -1jok 109ix 12 BRol(rma) 1 1521 - 300n 3,671 ft I - -2M91a -2Mb9 0La Material Summary - Brac Summary TC SP(ALSOS2013)SS&6 -.Pl TCBmdg SWWW P 60 444%hdhd gabyahes 1-3 6P(ALSOS-2013)M2x4 BC SP(ALS05-201 3)%2x6 eggs BCM69 9imtlal P.Saal444%Rbf lds2nby0hn 12-15 SP(AL90i']0 3)422x6 vbs SP(AISOS2012)02,4 —Pt 11-13 SP(AL9062013)k22x4 Loads Summary 1)Th'staahasbmid�ftrledf�dieu IO�hg�mdad FxMdpind�dhedc 2)Th'snlshazbmid�iadfutiedr�ofaidbad;na®rdanrc�W��9�7-10�� hefgU�vg�Af.M igw2 I(Amphui'makE�pRueC,Fay&drrd,G�bbHgO li'ng�e�vyR (I� Il)O),QaalBtlg U-40f.4733Rh-15AME,dZ—Tn,nWd; edamatDOE[ 1,60.0==Ardh4fr 3)Mnmrnmagaorind.�gna®rda�m�Y�TBCTabk1607.1 hasm16m1appk( i 4- PE II = �.1 ,,-—�1-- STAT 'OF 10�. kCZ'ZbfP�f�� ORIO TDnCEAmpyditdsgndalbe-iWoBrian M. Bleakly [t®cA�lmiisdraaigi�acmpalmorlxdxof®nala�g^miig�asLFHs�l9forlensmmArenda�},do+.aSxiem c(agaMi¢"lrtgiaam)nramarm&CmealTi�{ngerQadTmnalidamafiortAlma�pbe4alle S,=Emi06051 rtmmdaoad(ysmpao,soigreC«�ari}trcnaoada�m.AT3t-2762.MmamxPbsare70ga1gGwL�ies�'dpbeme'srg9lueiby.'=�13'a6d1 i1d'mean (8gaugepUKaStl 18;ahiil iS��h�v�vn 18pru�p6e ]SYINT:.oc}�fi A Rim Ai40G1 C HILT N a k0 s co M N O� �� O Men qq U � � N <71 O O O O GO n N Z w CC Wo o�a gAr�nrr«;AA71NAAAAAAAA;T.nr119AAAMxAHA71nrr QZ- tjj ►v LU /0 Fh NNNrR��nHn�nrSrnn�nrr�nrn�r�rnnNN��NNnN �,�9,�,�9,�]919TS�9�.19J9E,��9,5�:319.8�1919198�,��.�191919S�B�� ^�858�353�3��0�3�35058��85��B�Cd�3�r2�t8 dQ. �ee n N N N N n N N N N N N N N N n N N N N N N N N N v S. N V N N N N N N N V V N N N N N rV N N N N N N n N N NL! N N V n N N N N N cn &ggggggggggggggggggggggggggggggggggggggg b ?�gggggggggggggggggggggggggggggggggggggggg � — 41CSI EIA�aA4eA4'A1°'A�81A�$M�S*ABMI&gIRA�RR&A�8,,R8g �8-A�8-g,8'g R��$a.8-A.88' �8'a��'M.8-A,8 Southern Truss Companies, Inc. Tedll E_ . t 2590N.l ings7.lii_lway Pr4ectName: 18i3-A4_r1 .SOUTHERN I TRUSS Fort Pierce, Fl 34951 ThissDesi� .. dbc Date: 21212018 4:2250 PM Camp ,cr Saudong a. CGMPANIES (80Q) 232-0509 (772) 464-4160 (772) 31.8-0016 Fax Pagp: 1 of 1 Trim Vef9c(1: 2016113 [Bold 10] Material Database versi= 1565 Span Pitcli Qry OHL I OHR CANTL CANIR PLIES Spacing WGI7PLY 44-M 5 /12 2 0-0-0 0-0-0 0-0-0 0-M 1 24 in 254lbs I 44-8-0 7-0-0 7-M 7,. 7-0-0 7-0-0 7-0-0 7-M 14-0-0 21 23�0 30-8-0 37-8-0 4443-0 5x5- 5x6- 5 6 12 12 5F- �5 3x4 / 3x41 4 7 4x5 / 4x5 \ 3 8 m 3x4 / 3x4 \ 9 4x3 / (2) 4x3 \ (2) a I 3x6 - I 3x6 - 1 1 10 rr T18 17 16 15 14 13 12 11 1x41 3x4- 4x4- 3x7- 3x4- 4x4- 3x4- 1z41 0-0-0 0-0-0 7-0-0 7-0-0 7- 2-8-0 7-" 7-M 21.0-0 I 23-&0 30-8-0 3741-0 TZ. Loading General C& Summary Deflection L! Roc) Allowed Land ()d) Buscodc FBC20171 TC: 032(7.9) VAM 055h L644 (1 4) L/180 TC1L: 20 TPI 1.2014 BC: O67(15.17) V-LT- 024h L/999 (13-14) L/240 TCDL: 7 RgMbrtsbei� Y. Wb: 058(5-I5) H=CR Qt8h 10 BCLL: 0 DOL: 125% 0tyFam,)4-2D BCE) : 10 RaeO(f-(2rs)(\'-91 (I5-0,5-9A) (2d-12,3.1,221) (3¢12,1-14X) (4:1-1231,2) (SD03-9p) (61-12,3.SA) (7-.I-12}I'12) (M]2,1-14;2) (91-12;I,72) (IO-O*9A) (I IDID,%- ) (12:1-123.4p.) (1351-0,2-0P) (1404),% .) (15:1-12,33p.) (1600$4)p.) (I7:1-I234M) (18403M I Reaction Summary I Jr Type B•ROxnbo E+eWdh Maarid Rpd13gW2, M.Ma -Gaylbid MacWMWHt Maztyaifi M.H t 1 1'n(11hq I 8h C—May 3DOh 1,726b, - -742hs -742Is 134 is 10 ARai(up I 8h c.-M--y 3D36 1.726Is - -742Is -742bs OIs Material Summary Bracing Summary TC SP(AL972013)M-D:4 -Pt TCE ft 9ie141ala %f.at2 qF f dagnby0h- 1-3 SP(AL9.7i2013)SS2c4 &10 SP(AL9C62713)SS2<4 ° BC SP(AIMS20I3)%2x4 --Pt BCB,adg 3tminluP.i .L--2APL..d,aby0hn 13-16 SP(AI90S-30I3)n- Wbs SP(AL9.72012)R32.4 Srdc SP(A19:620131921M Loads Sum rmry I)Ttfau hasbmdspdforitdrasd.c IOpiT. -diodiveladptsd-died; 2)Thitn slms(mideignlforirdfesofw:d lvd;itasortlanm�viA,E7-IOt f+efolr.:�u.�di.,el:gaa 160nOulina4E PoyFsdoul0tbtiip l3uiLg®agoryR(f=IDOJ,O:eait38g C as40tbc47330,h-15 $TblE,dZ-Tms,MR-. dedtmeuM.iEM- I.60,OCZ-Wdh 4fl i 3)Mn: wragmdzbadngheandanomghTBCTabk1607.1hssrotbanappfid li Member Forces Summary 79bkida4sMenbalgmaxG4, rexaxhlr(aaap ra�ddiratas«amaxaxhlra� TC 12 0370 -3319U 5.6 0.6556-;154Is 9.10 0567 -3Xbs ' 24 OE21 -2.986 bs &7 0797 .2,W'4 45 0.794 .23691x 7-9 0323 .2987Is / BC 10.11 0500 3PMW (.IASI bs) 14-15 0537 2P21 Is ($191s) 18.1 M 3JAI ha (4AI bs) 11-12 0416 3POObs (-145I bs) ISI7 0674 2fAbs (-I�O7is) 12-14 0663 2b471s (-1219hs) I7.18 0411 3D01 bs (-IA61 bs1 WAS 2-13 0035 2031s 5-IS osn 6381s (.3281s) 7.12 WTI 424In (-43Is) 2-17 0.497 401 Is &15 0.136 2741s (-2561s) 9.12 0496 -4001s 417 QI71 422Is (-42bs) 6.14 0473 6371s (-2691s) 9•II ObS4 209 bs 4-15 0.4.'4 3401s 7-14 0427 -S46 bs I \ � Notes: _ P E 76 feeadbO.W 1 (� 1)Th6d�+ cbmdmkg'-E7-10. 7Fbiia BXN gCode 2)1htQtedl3pzCRan:Ma6alandlxacoaasldlluxs8��bivebadp)sleaapaxnpoieaofddlsffnduebdsdtbd,ampudazTYil LL+(Ra-I)xL1il LLhaoaxda,msltAlS/1PI 1- 3)lgia4yoinolfaor.Cq=1.13,hasbmtappFidbiicpbthtalnwhsazspsir'el6ydtTnesMemlfabaepaAT•HRA I-2002Smob242 L-//�-- r,, Lrti1� ��.-=C � 1 'OF 4)tlmidradapsar6ahagebpaaaapmdir� I STAT 5J®)adm6mvm6)Iba)�eilt(Q.R)�umisllYipo6n(5)9WrtRW OfQ.RaNCtlredrywli�'d0gaufYtraad,ailW®Q.RBRArg FRel+l¢h6bQ.itSanddegoallaan$4E -)3 \ ' +L f�,�` 6)LiaxlundsbgSfl�e—b..dmMWFRSG*I.dig III \ `L `i'� ��I1 I I I111 K1r10EAmpyofdfsh�shalbefum bftmaimm�amr.Tlydmnofh-e:hdn Innsntasa)ond�abbadrtquiernwspprdbyi4tTr�Mamdaa�aMsdauponlramnag•ardomp7a�offteisfortra�:afuhbyiteli3fi)g �gcAs®lanlfsdmw:g'nd®asao�ar�fpof�alegitaigr�odaSysoHyfarlmrcaxnpamtd�5lnanSxix:mvcpogrard rc'Tmpuerslsdpmsem&GnaalWa'�gefaadd'w�alhfmtattnAlanv�pht;!lalbe Brian NE B) mamdamaeibySmtsn9og-TeCm�+rryllrchaoadaraca2t1�L2762.Noyatmlrphaam.20pes�Gvdslt�cf'dpbtsvecfotr Ibya=18'Wiih idmgen l8pds�ephgor'SllS;ohBsidmsah-e�nlSppu�pbe SbnFilg.i176051 2590111Gesti&RT4aa:A3495I i Southern Truss Companies, Inc. Thiss: A3 SOUTHERN . 2590 N. kin Ili wa y Project Name: TmDoper 1833A-Ln (l)1C TRUSS FertPierce, F134951 Date: 2212018 4•�?SOPM CampollentSolll6as- TJ m COMPANIES (80 ) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 100 %rsior:2016.113 [BIn7d 10) Material Database venicm 1555 Span Pitch Qry OHL OHR CAWL CANTR PLIES Spac6lg WGT/PLY 44$0 5 /12 1 000 0-0-0 01" 0{IO 1 24 in 2381ts I 44-8.0 7.5-12 6-f311 5-5-9 5-5-9 6-0-7 7.6-0 7-b12 13-0-7 I 256�-0 19-0-0 -8.0 37-2 31-1-9 -0 4448-0 5x5 - 5x6 - 5 6 1-22 12 SIr �5 3x4 / 3x4\ 4x5 / 4 7 3x5 \ 3 8 1x4 \ 1x4-/ m m 9 a, 4x3 / (2) 4x3 \ (2) 6x7i 6x7I 1 1 � ,G T3x4 I - 4x4 - 30 - 3x4 - 4x4 - 3x4 - B1G 0-M 1 0-0-0 9-0-0 9-4-0 I 630 ) 9314 I 9-8-2 9-0-0 19-M I 25-8-0 34-11-14 4448-0 Loading General CS1 Summary Deflection L/ 0oc) Allowed Imd (A B1gCdc FBC2017/ TC: 06S(L4) \blot Obh L/876 (11-12) L/180 TCLL: 20 TPI I-2014 BC: 090(14-16) \btil.: 023h L/999 12 L/240 TCOL: 7 RpMb,'ro . )'m Wb! 036(5.14) R.O., QISh 10 BOLL 0 IICL: 125% CepY.—,.a-20 13(II-: 10 AaeIXf�(hxXWrAgk (130,4%) (200313M (3012,1-14;n) (400313,22) (56039J1.) (6:1-123Sj1) GD431372) (8011.1.104) (9D0313-%) (1033-0.41090) (11003-U) (12002-0A) (13003.80.1 (14:1.1238m Osom-m) (16003Sm Reaction Summary I 31' Type BgCanbp BrgWdh Maeal RgdBi \Vdh M.Rbua M.GavLw Max\\4dtw M.W MaxFha I Rs(\lh8 I Sh C—MamM 300 is IfAft - -7421s -742bs I22ts 10 HROt(7'ssas) 1 ISh - 3f10h 1,698bs - -742hs -742bs 01s Material Summary Bracing Summary TC SP(AISOS-203)E22c4 --qxx TC&a6tg 9ratefar%5-2-7-411.f d j by0dds 1-3 SP(ALS362013)SSIA 8-10 SP(AL9CS20I3)SS2x4 BC SP(ALSC53013)SS2x4 --PC BCBrsmg S.Mt Pa6sat411-0,pafpde�nbyOhn 12-I3SP(ALSC62(II3)f22x4 RBs SP(AIS0620I2)P32s4 SSdc SP(AL9062013)Qb6 Loads Summary I)Th'sm I-bmsdopuffmfedRmd.b 10pdbp diprdi badpbsdadlvd, 2)Th'emshazhmid�grdfahedf�duidlnd;hamdarrmh4.A'E7-IOutifcfpU��mddnidi�¢ 160mpliulmakExpmecC,FWyEafxulCabL•FtryHAfrg�<SaynO=IA>),O�ea1BBs Dig 40ftx4733f4h-15f(WFid7m Tns4T&dubmmi aiM,IM,CCZ--Adh4fi 3)Mhixnanmraeaaclnd.Qhamdan¢�.R1BCTabI.1607.1 huro0miapp� Member Forces Summary 7§bbadaisMenbcR3maxC5l.msxaxhlRv¢(maxmmp .furcddEfeonfpm msxaxhlfu 1 TC 1.2 04(B -3,Wbs 5-6 0666 -z2M bs 9.10 0.470 -32556s 24 0630 -3,157M 67 000 -2,40is ' 4-5 0671 -2469 is 7.9 (I'M -3,157 is 13C 10-II 0563 2y32ts (-1,4921s) 1314 OS45 99 (2 I61 050 (-1,4976%a 2yai bs ) 11.13 0= 2526 -12b,) 14-16 02% 771 253 SSbss)) Ns 2-I6 09 299s (-233 bs) 5-144 0357 630 bs (-245 bs). 7.13 0261 -&Sb, 46 0.130 443 is (-159bs) 6 0.158 2561s (-254ta) 7-11 0.190 444ts (460bs) 4-14 0]60 -WI. 613 0334 630 bs (-230h;) 9-II M 299bs (-213is) Thi%-to-truss Connections Summary ID CurhiTn C-fMTr Q yi20ffa Argb 7T8 A3 BIG 2-5-4 2704 'I Notes 1)7'.wdaiD,et daMSCE740asrdemmlbyt,M7HriM B.HhgGd. 2)lhsotardR=CR rebea6alardha—IMI.i—drnFehadplst ..pminpae ddisii dreodmdwd,mmpud.Di I 3)Agie6ymisnlfam,Cq-1.13,hasbanap(Salgirephchealre�r�d�vabe:asspa£uibytnTrusMandaoaepxADHIfA I-2DM 4)Tnm4D4uaaxvx bn4fmpaphalimprm6Jno*Ahsrgeaobus leoaaimdnlbeprmjddoesirn smabnardsyKCF ABA — � 6) ®)ndmtsmgacsshealn�aic(QR)rgaielaNxhacn(s)aiwnRwsofCRmuabadaryetiydngvaNbao��il\VF7 I1VIEBRFIFFCfICE '✓)L'mlu:drgBbmmxs(n�mM W ER.SCOi'tndg furakmaf—o CLRsanddegodbadga I8gaugepbgaS!/ IS;ahidrhdmmalithebn 18ga�phe Southern Truss Companies, Inc. Truss: AAA �� 2590 N. kind H gg ,Auy ProjectNanie: 1833-A4.n ' SOUTHERN TntssDesiper ft TriUg$ I Fort Pierce, F134951 Date: 2121n-.o18 4-n?-51 PM conTment So114tiong- Tr3s COMPANIES (800) 232-0509 (772) 464-4] 60 (772) 318-0016 Fax Page: ION Viasim 2017.7.1 [Bold 2] Material Datandse,ersii= IMS S)7'd11 Pitch Qry OHL OHR CANrL CANrR I FLIES SPacing, WC37TEY 41-2-0 5 /12 1 0.0-0 010-0 00-0 No 1 24 in 228 h, 41-2-0 7-5-12 64Y11 5-5.9 6.6-0 l 5-5-9 6-0-7 _ �� I 1 7-5-1213-fi-7 19-0-0 2543-0 31-1-9 37-2-0 41-2-0 5x5 - 5x6 - 5 6 ' 12 12 �5 3x41 5F 3x4 / 3x4 \ 4 7 3x5 / 8 3 1 x4 \ 3x4 \ m 9 m N 1.5x3 l NII a, 4x3 / (2) 0 1 5x6, I 1 , T17 T 16 15 14 13 12 „ 3x4 - 4x4 - 3x7 - 3x4 - 3x4 - 3x4 - 3x6 l G-0-0 0-" 9$-0 9.4.0 6$-0 9.3.14 12-2 ' 1 9.6-0 19.0.0 I 25-8-0 34-11-14 41.2-0 Loading General (mil Summary Deflection Ll Ooc) Allowed Lad (Pd) Bit0k: FBC2017/ TC: 0.74(1-2) ItnaL 05h L/960 (1617) L/180 TCLL: 20 TPI I-2014 Bc: 093(1244) VALL- 0.18b L1999 (1617) L240 TCOL: 7 RpMbl—. Vs Nlb: O58(9-11) Fbr4OL 0.14h II BCLL: 0 110L: 125% OWF=,rY =20 BM, 10 HseOTsa{3,a)(Y�usgk (I2A4-SX) (200.i13X) (30-11,1-10;2) (404,3.13j2) (5003-9A) (614Zi-W) 004,3.13,17-) (80.11,140,M) (91-10,4-8,M) Oat-1731$0.) (I 1341j41,90.) (120.03-V) (IJ041.12A) (14DA34A) (ISd-1;}3A) (1600'41A.) (17003-M) Reaction Summary 7r TYPE Brem,nbo 13i¢RUm, Maebl RndBmWdh M.d Maa Gavibb M.W,dLh68 M-T2,81 Max3b,¢ t >5,(33by I 8n OrusMsauy 300b Ij59 Fs - -679 to -679bs 169 is II t3Rolcml) I sh Cm M—y 3Wn Ij636s - -40W I -6391s 01ss Material Summary Bracing Summary Tc 5P(N.9]i20i3)x'-'2a4 TCB—S: 9�fialarRaGca123QFlainda�by6'es tic SP(ALSOb2AI3)ra- God BCBradt 9aahalorTWfmx5-l-O,Be* afndbyOlvs. I61 SP(.4-9]52013)SS- Wbs SP(NS06-2012)0-4 sfij • SP(.4L9C62013)52N6 .. Loads Summary 1)Thcmhasband�ib,f—.Sdm IOp$bx dod&.l.dpisdadbzd: II 2)Th'anffihasbm,dagaifarfrdfeaofwidbad;ua�rdanxnfW9CE7-IOwh hefolr�.gaadiixil:Rue 160mPhaf'nn,E FuNFn#xdG36LifpBudiig(3aL+ryn(I-11)0),QaaFBt� Ll'ms40fu47331(h-IStNxEad70 TnmNfdxredu*mr,61+d12Cf t60,CCZ—Wdh40 3)Mnrtnvn gmdb3&Sha=dlne i,TBCTabr16021 twwb-appGd Member Forces Summary Mbh:,d gMm,bcTq..CSI,—.hlfpq(rtuxaa pcfa mf iffi rd- r rmxaxblfbr i TC 1-2 0.739-2952bs 5-6 06338-1940Fs 9�10 0320 62 bs (-31 bs) 24 0@0 -2Wh 6-7 0632-2A13bs 4-5 0b11-2.I27bs 7-9 0533-2004bs Bc 11-12 a879 Ij28Fa (-WN-) 14-15 OM 1,776Is '(-870W 17-1 0.490 2Mb7 (-1,4501s) 0933 lmsbs 4012W I5-17 0238 2292bs \\`} l 1 I I I///// 12-14 (-IZ4bs) Wbs 2-17 0.102 309 bs (-254bs) 615 0.139 341 bs (-1331s) 9.12 0.186 458 b, (-114 Fs) \ p p / 417 0.188 466bs (-1711s) 614 OQI46 360bs ](-59bs) 9-II O381 -2P%bs �� `p` ��f 415 07b6 -659 bs 7-14 U95 -221 bs 10-t i 01M 127 bs (-%hs) S15 0255 5001s (-1751s) 7-12 0272 -246 bs �� -Q.... i �`/ /" \� ,VL1L' Notes \ I)7h'sd�,i;baf mkSCE7-IOas, -.dbyh 207r.ibBalL,gGxk 2)16sQta,dliorzOia,etcsenalvdhor¢amldlboor¢BebFeknapls4xaepmmpu,euofddlnimdeDdaabdmnpiMastlfltl+(Ra-I)allil tXraaadaasxihAlS/fF'fL P E 76 � � I 3)AgmYy¢rodfamyCq-1.13,hgsbanary6bol�rhval,raa„mdL�v4LaasspmfidbyheTsusMandimnepaN31fN 1-]ln2Samn242 _ {. � S r '„l,r• 3 4 )PovdudaPnema.ngeupewaPond,Ri 5) ® ¢�az �� 1,sa:a(aR)rary3das4,dxamn(s)s,ws.Roasofanaasbrada)we}ydasorc+bbiaes4,saw®a.RBRA(�Fvaw,ne,suQ.xsaaadagualb�a,g„e -- \t �J`� �� - \ STAT 'OF 6,msda;dtgrdina�xslxs4aatlWFRsodymdrg I w�� •,4ORI�p%'1�� N &/ONAL �G KIR�Ampyoftfad�s5f,aibefian%t�aloieaeimmrta4r.TFedssafh'sidr+itelr,"s�vlmMgna6eard,e(uiemitsq�pE,dliy/,eTnntMandaaica,d,dsupml,mmrtuyaMmmpis,�ofiei,f c„a ronb,'+ea,a,;,g Brian Ni Bleakly I)EracA:®lmfisdaa:g'ndmaaorpo,xeofpmf�valmg:.mirgs�od�iys>Marl,en,soxsgvienda S,d,aanSaMa:mw•peg�ardfe'7mPo,ansi,rfmrorbnBGe�calNet'�gfaedd¢xalFffortrartnAlma�phs3nlbe &n En&#76051 1(J rtmmdamdbySmp;d,9a{g-Tdu,„I;Ircbaaada,¢u2,E92-2762.Noxaraaphaue70gaugq,mLghespmfdpheseesfobned6ja--18'whdiidmsan l8�,gePhCar9Ylff andF,daaslipj,e ,l8ga,gephe 2590NKC FTehR Fl34951 Southern Truss Companies, Inc. Muss: A4 2590 N. king, Ili xua � PrussDzsamc: 1 In -TrizsD�: - .SOUTHERN I �' dhc r- Fort Pierce, F134951 Dale: MI2018 4:2252PM c«1lpment sohltinesTM Truss CGMRANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: I Of 1 Vusim 2017.7.1 [Bw7d 2] Material Database vmr.iou: 1565 Span Pitch Qry OHL I OHR CANT CANER PLIES Spacing WCT/PLY 45-8-0 5112 1 040 I 0-0-0 1-0-0 01M 1 24 in 250Ibb asBG 1-0 4-6-11 6-1-5 6-0-0 I 54-0 1-0 5-10-11 124,0 18-0-0 23-4-0 28-8.0 34-8-0 40.9-7 I 45-8-0 5x6- 1x4I 5x6- 12 6 7 8 12 5F— ---15 3x4 / 3x41 5 9 3x5\ 3x5! 10 4 0 4x4 / 1x4 ! 3 11 4x3\ a, 1x4 I �j l o 7x2 I 4x5 _ 1 1 , T19 II T 18 17 16 1514 13 I 20 3x4 - 4x4 - 3x14 - 3x7 - 4x4 - 3x4 - 5x5 - 3x4 - B1G 0-" 11 7-8-0 9-0-0 54-0 5.4-0 9-0-1 7-11-15 �.4 94]-0 115-0-0 I 23.4-0 213-8-0 37-B-1 4545-0 Loading General CSI Summary Deflection L/ (loc) Allowed Lfmd 01) BBga�d--: FBC2017/ TC: a74(9-II) VnQt Odin L/W (13-14) L/180 TC(L: 20 TR 1.2014 13c: 099(19-20) V U-1 025n L/999 16 L1240 1 TaL: 7 R4pMbrlm : Vs 0.78(9-I5) Q./c i71 002n(P Y/999 (1-1) 2LfI20 BCLL: 0 DOL: 125% Cvacqu- 001h1,P 2L/999 (1-1) 2L/120 Reaction Summary JI' Twe BrgCanbg 22, 7i Mabol RgdBmWdh MuRe,a I MaxC.Ab0l MazRFdLbBt 20 ifi(VSI) I 8h Co Maxxxy 3110h 1,762 b, - -7311s 12 Hmcr—) 1 Ish - 340h I,S55 bs - -736bs I Material Summary • BracLTig Summary TC 8P(AFSC62013)n2x4 aopc TCBmmg 9imW� R&sat2bQtidndagnby0m 10-12 SP(AL9x2013)SS2x4 Bc SP(ALSC6-20t3)K12x4 BCBmmg 9,mki � V9'(AL906-20t2)t/32x4 Sfdw SP(ALSC6.2013)K22x6 Loads Summary I)Th'snsshaslxetd,�,dfahafimcdmb 10pdbo dvd1.Wdpindmdlnds 2)rn'st>�Iaslxs,da��rvtedr�ofnndhadihaornda,�an7W4.E7• Iouhkrobn:g�ddrdiH¢ 16on�phul:naKExp¢�veC,}bNFni�i,CBbblip�SfitgCaegocyn(1-IAO),OnaleBg FSns40flz47331%b-lSfLN.E dZ—Tnnz,TEd�,d�A-6kaDOL-Id0,OCZ—Ud7t4ft 3)Mif—snag.dcba&,gh...d—tihn3CTabt1607.1 h—b—ppLd Memlrr Rnrom Cnmmary Tabt:xl.—Me ], IITn. xG9 -hIf—A TC 1-2 2-3 3-5 0315 0334 0688 -374Fs -486 bs -3124 bs 5-6 67 7-S O,667 0AW 0624 -2,542bs -2,419bs -2.419 bs 8-9 9-tl II.12 0.701 0.741 0327 -2,W bs -3,I10h -3.1791a Bc 12-13 0977 2,5i31s (-Ij26bs) 1&17 0911 22931s (•IA74ba) 20-1 0510 Wb5 (401 bs) 1}IS 0977 ;718fs (-1,411 bs) 17,19 0939 26511s (��Ix5h) 15.6 0926 2382bs (-IA90bs) 19-20 0993 2d92 bs (.1,417b$) Ribs 2-20 a126 3951s (-328b6) 617 0207 509 bs (445Ls) 945 0.779 -598 Fs 3-20 0.743 -W7IA 616 RI57 3856s (4991s) 9-13 0.138 316bs ON 3.19 1M 161 bs (-13bs) 7.16 0324 -2721s 11.13 us 200k (-71 bs) S19 0.115 294 bs 8.16 0137 337 bs (-191hs) SI7 0697 -535 bs 8-15 0219 5461s (-170bs) Ti usc-to-truss Connections Summary l0 C.WTnra Q.W.aT— CwYnIzOT2 A,gt Ti9 A4 BIG 4.5-4 270dg Notes: - I 2)VnCRa,dFhzCRmeix:w®lardhd¢maldifous6xbkubad*t—.pm,pg orddld,dseodmdbad,mmpm).D:f LL+(Ka- 1j.Dd ILaaan—hAM/M I. 3)Agrmfryoxgd6mr,Cq-I.I3,lastm,appLdokpheheal,rs�de�val,maz�aifiaib/•kT,tsMaro£aoacpcl057R771-2002Ss io2A2 4)Tnsaatssoxa�m,'sforgmphmlhopmignmFj AMngcaak'srgvalcoru,effx,slnlhepv.�oaskmaxna�x,nMsq�if,9oxnhkRmga,9mnvy. 5)1'twh wftm nageoPnegPmd^& 6) ®Indasmmionshealrevain(CfR)rGuieiaA,ebmrim(s)9xranRoasofCtRm 9hmd�uatydngmaNbraml,sxaWkBC[12RBRe�FveUsmu,�oClAsand6aggrmlbafi{ga DVAMRED*CRCE 7)Lisclw:dt�l8,®oaslx�mMA'FRSQdylmdig I -7361s Obs P E 76�7/5 i n= STAT OF i �jo'c ORIO' \� 7S""ONA 1��G \ �� Southern Truss Companies, Inc. Truss: MA 2590N.kings FTig)way r�9�Desiq d-c SOUTHERN TRUSS I Fat Pierce, F7 34951 Date: M12018 4u3PM S0iUfi0 — cQMRi4N IES (80Q) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: 10£ 1 TDis Versi= 2017.7.1 [amid 21 Material Database ver9ax 15C,5 Span Pilch QLy OHL OHR CANrL CANrR PLIES Spacing WGC/PLY 412-0 5 /12 1 040 040 040 010-0 1 24 hi 2351h3 41-2-0 4-10-11 6-1-5 6-G-0 5-0-0 5-0-0 6-0-0 11-7 4.10-11 „-0-0 17-0-0 22.4-0 27-8-0 33$0 39-9.7 41-2 ' 5x6 - tx4 I 5x6 - 5 6 7 12 12 �5 5� 3x4 / 3x41 3x4 / 4 6 3 o ,7 tx41 4x41 N 9 1.5x31 0 4x3 / 0 1 5x10 I 1 1 FTI 'I T18 III T 17 16 15 14 13 12 „ 3x4 - 3x4 - 3x7 - 3x4 - 3x4 - 3x4 - 2.5x6 I 3x4 -I 0-0-0 0-0-0 8-0-0 9-0-0 9-0-1 45-15 17-M I 22-0-0 I 27-8-0 36-&1 41-2-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load (pd) BIIgOde: FBC20171 TC: Q97(1-2) IAICR 054h 1,01 (17-18) L/I80 TC(L: 20 TPr I-2014 BC: 09f(16-I8) lhtLL• 02h L1999 (17-18) LI240 TCCL: 7 RpMbri—: lies Wb: 080(4-16) H-CR.' QISh 11 BC(L: 0 DOL: 125% OnpFAmrlro- 2.0 BCDL: 10 1'heOfi'ffi(]nd(Yjag); (ISA4-IX) (2",3-13.55.) (3411,1-I022) (4",3-IV2) (5:1-I2j.4J1) (600,3-kQa) (7:1-12j4f) (804}I322) (9fs0yI3j2) (I0.1-1231yQ) (113$33,A1) (1200�-V) (13DAI-12A) (140.03- ) (150Q3-8�) (1600jSA.) (174Q1-I2(1) (18D-034tA) � Reaction Summary I E Tvre B*Cb bo &x118h Masal WETMuh Ma<Rara MaxGav[bdi Meal3W(bf8 M-Lw M.Hvia 1 NiZ-) 1 8h CommMaxvuy 3Wh IS3 bs - -679 bs -6796s 1571s F7 11 wC%h0) I 8h C—Ma-y 300h Ij32bs - -689 bs •689 bs Ots .I Material Summary Braclibg Summary TC SP(ALS06-2013)if2N4 TCBnmg R iw BC SP(ALSOS-W13)M22<4 BCBia6g:l 9-dWwPv6sat47AR hddpby0fi- v2bs SP(ALSCS-2212)K12.4 S53� SP(AL9C6�2013)62M Loads Summary I)Mmahasb-d.t,WforkdrAzd.b IOpib.-dtrdFwlsdplsdadbbd; 2)Tb' ahasb-dai�,Mfa t-T�.f.W W&,haoffd.—ikk9M7. 10whkf0U,bS-d*,di7¢ 160mphul:*mr,E<paamC,FulyFirhad,CabL^Fiq,BuIIlhg� R(1=IAJhGeaYB68 Um 408x4733fyh=I5f;WEndZ-Tns;M.'andwd+exsi iDCL-1,60,CCZu Wdb4fL 3)M'i r—g--g�badigitaobda-,WtT lCTab>:1607.1 hasnotb-.ppr d Member Forces Summary Tab;:h rat:MmSaigm.C3,rna .Wf-,(rrexmngr.fineEdEfee¢fmn max Wfws) TC 1-2 0968-2920is 56 0590 -2,66I hs 8-9 0578 -I,75I h 2-4 0.735-2¢34hs 6-7 OfAI -2p51 hs 1 9-10 0316 52 hs (-31 bs) 45 0.692 -22M bs 7.8 0.626-2D56bs BC II-12 06633 757 bs (4781s) 1415 020 1,850ts I (-942is) 16-18 0940 2,455bs (-Ixh) 12-14 OS51 I.S37bs (4030W 1546 0887 2D39 bs (-ID551s) 18.1 0939 2631 bs W315W) 418 Q135 332bs (-16ts) 7-15 0.433 414bs (-2561s) 9-II 0.499-1,75265 l3lbs 2.18 OD69 2166s (4011s) 6-15 03M -273 bs 9.12 Q416 Ip24hs (4641s)�11Z, Q797 -612 is 7.14 QI17 289 bs )0-11 0,M6 -82 bs5-16 1� [ B/416 5566s 8-14 OD94 124 02M (•175bs) bs (-71 hs)/ 5IS QIIB 2531s (-�9k) 8-12 0.405 -545 bs �\GENS�•��! Notes `�` P E 7 �t- I)Th"sdayp'abavimASCE7.10asrd-nibykXl7RxidaBuiTngCoda 2)lMOtard}fnCRvekwdalnndly¢mal6it�rsdtbFebadplafinepampamuofdlisptdlebdmdket(mnpmlasi29I7..+(ICa-Il<Dtl DL'na�da�sdtAT A-H 1. r 3)Agrmfy-,.Ifaaor,Cq-I.I3,hasbmtapp�okp}athualre® whsasspm7'db�kTn�MamEaowcpcATHIIPI I.2pO28mnn242 5)Atrv'd IncrtAa'ragebpbmip 5)®Iridmismtinmushtalrmain(C[R)rtqu:darkbmuon(s)3aanRossofC[Rrmshadqatiydogamlydaod,:mBWEBCSRBRACE ForaktmmsoC(]LsBndSngmalhafigst I nWEBREmuaRCF- 6),sslwidupBlrm®s6aRi)mMWFRSOdylndh8 STAT OF % , ^ - 7 J ..� ,! \_ , 0 40RID.'�ZC'�� 111 7js OhfAL j 1.C11'ICEAmpyofdt'ede shal6efimi7�ohecnfomm�ramr.Thedaesofh'sidrtitatm�'s�ffimd oitsaMrepsimuntssgp�b)•kTnmMarsdan�aidnfauponkaowayandomplaisofkidmrettn�farltbykBuNrlg l3rian M. Blealcly Dsg�Aalmh'sdraw:g'r�sampbnxofpn(®orals�nmignsportWxyBtltgforQemsmmponan6�nfiounSsEmurrpegmndk'lmpaauinfmmmn�Gaval ReBeforadddorialidanremn.Al—phcsd�albe &WEre-476051 smmdaa�adbySmpsnSidtg-ToCpryst9tfrohaav�darixaitESR•2762.AImiumrphasm.20�5wlsdx-rymT'dphesbectohmdby8=18".taiT n.lBguBep tM",14 IS;wbih:d,.M.hghvtan 18Pyepbt 259DTIKmsRdR A3495I i Southern Truss Companies, Inc. Truss: A5 2590N. Icing Hi iway PmjecNime: 1£33-A-Ln SOUTHEAN Th)ssDe6-%=: dh: TRUSS I Fart Pierce, F1 3495 1 Date: 2MMIS 4.77 PM CampaxmSolutian'TM Tr>iss COMPAN IES (80 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10f i Vusim 2017.7.1 [BID7d 21 I) Material Database versiax 1565 Span Pitch Q(y OHL OHR CANTL CANTR PLIM Spacing WGUPLY 45-80 5 /12 1 0-00 000 140 0- 0 I 1 24 in 228 Is 1 45.8-0 83-9 7-0-7 I 7-0-0 741 i_ 7-8-7 _ _ _ 7-3-9 8-3-9 I 16-0-0 234-0 - 303-0 38-4-7 45-8-0 5x6- 1x41 5x6- 12 4 1 5 6 12 4x4 / 4x5 \ Sx4 /3 7 3x41 2 8 4 WO 4x31 9 5 1 1Sx 7x7I 9 1 T15 T 14 13 12 11 10 1x41 5x12 HS 18- 3x7- 3x4- 1x4-1 4x4 - B1G 0-0-0 -0 73-9 1 7.8-7 1 7 ! 7-4-0 7-8-7 -0 83-9 16-0-0 1234-0 30.8-0 38 4-7 Loading General CS1Summary Deflection L/ (loc) Allowed Land (pS) BUgCade FBC2017/ TC: 094(54) 151CR: OL46s L/S21 (I3-14) L/180 TCLL: 20 TH I-2014 BC: OS3(1}I4) XMLL Own L/933 (13- 4) L/240 TQL: 7 _ %pMlrl—: Ks Wb: 057(613) nrsCR 02n 9 BOLL: 0 ❑GL: 125 :6 GapF.—,K =20 BCDr,: 10 1%e01FsaP�XTMgk (IA-12,1-9A) (21-10,2-13,2r.) (3b12,I-14A) (a¢I}12A) (50-034t,9D1 (64I}12A) (70-12,1-14j2) (M-12,14 ) (93$31090) (I00O}8.Q01 (II'S&3SA1 (12O-02-0A1 (13043 (14D-02-8DJ (15403.490) Reaction Summary I 1< TiTe' BsRCnn6o BrnKfih Maeul tiodBreWdh Ma�P® MaxGavTb51 MaxwkdlbKl MaxTJpSfi MaxFin I Pn(v,2q I Sn CariomMavmy 3DD'n I(BDb; - -759U -759bs -98h 9 BROlCr—) 1 I56 - 3006 I(801s I - -7596s -759bs Obs Material Summary Bracing Summary TC 8P(ALS06-2013)SSW adpt -TCBarng 9MVEiad.p.5uel2-8QP f d.Wby0I- 34 SP(AL91i2013)R22X4 4-6 SP(ALX6-2013)r22,4 BC SP(.4LSQi2013)SS2a4 —Vt BCBrent 9-td.P.&sal4-KP.Tnd.�;,by0lm 12-14 SP(AL9262013)R2N4 Wbs 9'(AL9:62AI2)032x4 Sac 9'(AL935-2013)92M Loads Summary I)Th'sns;lnstmshvgnd k.lxxfrssdmo IOpsR+oomdsvabelmdp3sdmdha� 2)Th'snsshaz3fLh-'grd,hBedZ—T.idhids -dtt ouvdSrtd'np¢160mphui'magE FuyFixtad,CsbL•Ap,euM.�Gtgayn0�IA71,Qoalegg IO0.00Z l -.B. &DOL 'R Lk�s40fG47331(h�15f4TlxFnd2meT�,l3�cedwd,mrsEe�diXXr I60,OCZarcR'dh4 fr 3)M'W—snagram b.:,g:+amdanmWilBCTibk1607.1h. rombmiapprd Member Fnrcec .iumn-ary Tab1 i dratsManlxrl4maxC9,maxaxblforte(m��mma.tasfddiam fmmmazaMblfpal TC 1-2 24 0649 0380 -3,750Is -2985 rs 4-5 54 0293 0942 -2915bs -2915bs 6S 8-9 03M 0505 -2.447Is .32991s BC 9.10 0526 2y791s (-Ij93b,) II-13 0211 2,593Is (-Ij W) I4.15 0.449' 3,405Is (-IS25bs) 10.11 0.433 29791s (-15936s1 I}I4 0229 2666bs Ft336h0 15•1 Q482 3,405Is (-IS256s) Wls 2-15 O.I33 3271s 4-13 0-08 SIIbs (-242bs) &I1 0.181 446as (-51 bs) 2-14 0356 -Msbs 5-13 _ 0357 .375bs 1 8-11 OMD -496bs 4.14 (MO 34166 (-129bO 6-13'" 0342 SM bs �(-265ts) 8.10 OB94 2311s Truss -to -truss Connections Summary ID Q.WTn Q.VMT— Crsv3s0(fm A Ip I TTIO A5 BIG 6-5-4 270dg I Nam 1)ThW.d piabed-MSCE7.10asssfe—Abyhe2D17FbridaBudinBCok 1 2)"'CRndH-CR—I—ialandhor¢malddIf—AebSv IoAplsima511mmpom¢orddhl6nau A3desdb doxr .ddmD0L1.+(Ka-1),IIil LI.Ea®dano:u1s.41.9/IR 1. 3)Agruiyaymolfam;C1=1.13,hachmispp6tiodKphebualss�smd�snlssacspmfixlbyh Tn�Mare£aaacpcAh6T/IPI 1-2002Sm(n242- 4)Tnssrrnssaxuxmys'sfag2pholiiepm6.noily AhangerorobssewualtamidindelhepsoJdmb�bertaxsmda,endvpir[dsowsnhx®monsmunay. 5)Av�d adcpiaedrebagebpiaenpara:)g. 6) ®Tadm hn rm (CfR),q.ieiastreb®mn(a)SounRmorClRrms96o6g4.dy&j;,-Vb�amt,—aW6BCRBRA(£r ai.—vCLRsardd'ng"Ibrnft= n 7)Liadwidtrp68rarmmbaml m M WFRSOsymdh& II 0-0-0 7-3-9 45 87 MB�Eq��i PE STATeOF j�S�0RIAL1E�� llll m6nstrabbybeBa3Sng Brian M Blealdy l '°'��5°"� SnnFigi176061 18e xmulr uu, sa ar...aan«r , Southern Truss Companies, Inc. Truss: A5A ilh,j 2590N. kin FI, )wa Pr0jcc(Name: 1S33-Aln SOUTHERN S[ Y TrussDesigpr. dhc TRUSS Fort Pierce, F1 34951 Date: 2121MIS 4•?2-55PM Canpc,=IS0lubosl3T^, COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: I of 1 T•,� Vel im 2017.7.1 [Build 2] Material Data1739e %wsiom 1565 Span Pilch Q(y OHL OHR CANrL CANER PLIES Spacing WGT/PLY 41 '2-0 5 /12 1 0-0-0 I o-0-0 olm 0-0-0 1 24 in 218lbs 41-2-0 7-3-9 7-6-7 7-4-0 7-4-0 7-6-7 3-7 7-3-915-0-0 22-" 29-&-0 37-4-7 41-2-0 - 5x6- 1x4j 5x6- 12 4 5 6 12 �5 5F— I 3x5 / 3x4 / 3 3x4 2 O 7 C+ N 3x5 \ � 0 4x3 / 6 1 1 7x7I 1 TN 15 14 1 13 12 11 T 16 IA I 3x4 - 3x7 - 3x4 - 3x4 - 1a 9 4x4 - 1.5x5 l 3x4 - 0-0-0 0-0.0 7-3-9 7-6-7 I 7-4-0 7-6-7 3-9-9 ' 7-3-9 15-0.0 I 22.4-0 i 29-6-0 37-0-7 41-21 Loading General CSI Summary Deflection L/ (loc) Allowed Load (pd) BNSC d.: TBC20171 TC: 097(24) 1MQC OA6b L1999 (lil6) L/I80 TC L: 20 TPI 1-2DI4 BC: 078(11-13) 16dL• 02 n L/999 (I5- 6) L240 TCOL: 7 Rq Mbrtnpeaz: 1-s AlS: 0.70WO) H-M, 0.13n 9 Bar.: 0 noz_: W % Cmpramr,Ra=20 B¢G: 10 liaLUTi (3nN-44nft (11-12,14,71) (3D-1 laze (40.13_I2a) c5ao3•s9o.1 (6¢1312a) (71-12}1A) (8�-5K) (91-123-090.) (10:1-1234A) (1154%38D.) (120-0.1-120) (IUD-03-80.) (14bal-12D.) (153-93-0.) (I6403-890.) Reaction Summary E Type &¢Combo &R11Uaen: h Mal WBWdfi MMRad M.C—tw M.V.WtbOt MaxlbTA M.H k I Pl( ,) 1 8n Ca Mammy • 3Wi. 1$ISbs - 679hs -679 bs 145bs 9 HRo!(Vkr) I 8h Cp Mavq 3Wi, Ij56s - -689bs 689bs I Obs Material Summary Bracing Summary TC SP(AL4]L2013)t22.4 Tcmft 9xafxd BC SP(A19Oi20I3)fl22r4 dope BCnrebg 9imhsiarAvSssaL5.2-0,RaSids�tyQhas 14-1 SP(AL906-20I3)SS2s4 118n SP(A19062012)OW swe SP(AL906-2013)#-IN6 Loads Summary I)Thsm shasb—d*Wforlxd M6,-b10p46ovndadimWdpV.dmd(red; 2)Th'sn�hesbeetde;g�dfadr9faso(wid bad;naovdario-nh49�7- IOsshhefWns:.vardA dhpu l60mFhuiina4E TugFfi ,CnbLiin,H 'ng�tgo�yRQ-ID2LOualByg D:ns40ftx4733fkh-158,HxFsdZ—Tng,14i.c du.b-65adlXL IfD,a:7meWdh4f, i 3)M.umvnaegeaor6adrghaavdamsWafBCTabr1607.I hasnmbmiapp1w Member Forces Summary Tabb:dmcMm�6clg.-CSI,—.Wfb g(—.npr.fp—cdaf nma,a,hlfp� TC 1.2 0909 -2$14 bs 45 09M -2j72 bs I 67 0950 -ZI49 bs 24 0966-2479bs 56 OM7-23421. 73 01W -1M2bs BC 9-10 0339 Oft 11-13 0784 1914b(IQ25b) 15-16 0411 2,6B b(-jW 1041 0.725 1518bs (-WU) 13-15 0.752 224hs 02MW 60.480 2633bs --M.) Whs 2-16 0095 234N 543 0352 -370bs 7-10 02M 67E 2.15 0216 -536b6.13 010 Sabs ,(M) 940 0.71 (-980bs) �(-231s) _I4-15 0187 459bs (-WW) 611 OD17h9-9 03" AA 4-33 0.5s 389bs (-189bs) 7-11 om 4356(19b) INot III `- \��, VV4Thidegm'sba®im/SC87-10asMaawlbydeh7JFbridaBudTngCade V 2))hlatW aRM13,h nb 0ldd j-I)xlbl LCheaMh�t7�ATb77fP11. ddsipi p.mmpui050fddllax X�/% \\` � \ i ; mlf..o pbmbml.imr MamLedBad,mmpIM I-]Cp2Swb 3)Aqu3iyomvolfamr,Cgal.l3,hasbamappi�doheplauhtralvnlsasspe£aibytrcT�ussMarw6amepe-AT�9/fP11-2702Sawn242 .ppf 4)Rmdeadol�nWmmagempnavapsM.g 5) ®IM' 6ax�oL0.66[21ft0'siE(aR)�UiElald�ebpLlMi(5)SIMtrtRpw50SCLRmLL96rad6pIDdydngOnaNFaO�,�A IW®Q,RBRI�ForakssauvaoClRsaMd'ae�aalhamga DWEBREZFCRM � P E 7G�5 � 1 y 4 LI/y-- 6)L:ado.:dW5firaaixsbasaimMIPHLSUayba&g. 'OF STAT x �\\x II TOnCEAmpyofdtsde;gnhalbefum�almdee�maxna4xlh^dtinMffsnindhalne's'sba�mdagnaaeasdsgmvmikaypidb9MTs¢;Maneardrdsupm lrama-ega�daxnpkessofhehfomafinxfahbyheBuiing Brian Ni B) L1aifaAsalmhisdrawilgudmsaa�a�ofpofealm8:migrtspersbhysakyfaleata$msmamdagp9mssnSxiemsc,egmrdfe'lrtrypnrtldomamnBCeralTtMs"Fegefaraddfnal'nfamaiasAl¢mneslrphshalbe��y �� marwfaa�adtySmpsm9v�TeCpm(am;Ircnaovdanead�F3t-2762.AImn�rphssam7D��GsmL�i�dpbes'vesfobudbye �l$'whii�idiasan l8�pugepbgarSYlB;wtidihdmsahghemn181mugepbe ]590HMesldhRlic¢A34951 Southern Truss Companies; T 3.c. Truss: A6 • SOUTHERN 2590 N. k �Hi iway r TiussDesgia: 183�Ain dhc TIRViSS Fort Pierce, F134951 Date: 2212018 4M- 5 PM sollJaa75TMJ COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10f 1 Trss Tru - Versim:201(I113 [Bdd 10) Material Database versicm W Span - Pitch Qty OHL I OHR CANTL CANFR PLIES Spacing WGT/PIIY 45-8-0 5 /12 1 am 0-0-0 140 04M 1 24 in 225 l s 45 8-0 7-6-1 6-5-15 5-11.8 6-9-0 5-11-0 6lr-0 6-6-0 7-6-1 14-0-0 19-11,-B 26-8-8 32-8-0 39-2-0 45-8-0 4x12 / 5x5 - 3x4 - 4x5 - 3x4 - 12 3 4 5 6 5� 3x4 / 16 15 14 I 13 1 x4 j 3x7 - 4x4 - 3x4 - 5x6 / 12 11 4x4 - 3x7 - 0-M 0-4-0 6-2-1 6-5-15 94-0 9-4-0 6-6-0 -0 7-&1 14-0.0 23-0-0 32-6-0 39-2-0 Loading General CSI Summary Deflection L/ (loc) Allowed Lmd (p1!) BBgcode: FBC20I7/ TC: 00,5(67) V.CFL• 0.7I h Ln46 (13-14) L/180 TOLL 30 TPI I-2014 BC: 054(Ii15) VALLI Q11 h Ll999 (13-I4) L/740 TmL: 7 RepMbrI.—: 1-s Wb: OS3(2-I5) H=M 02h 9 BOLL: 0 AGL: 125 % O�Faox,Y-2,0 1L BC: 10 Pheo(Tffi(1.\-4 & (1:I0.1AAI1.) (2i-1231j2) (3D039AJ (4",S-SA) (5409-OA) (6043-511) (7¢1311,78) (M.12}I;22) Reaction Summary JT Tvoe &¢Combo BrpNNf1 Mavhi RgdBm0.1dd1 1 M1011) I Sh OxumMasimy 3DOh 9 ARol(rma) 1 ISh - 3DOh Material Summary TC SP(AL33i2013)422,4 1-3 SP(AL47.2013)SS2x4 7-9 SP(AI3_l'r20I3)SS2<4 BC SP(AI3C62013)3S2,4 ININ SP(ALS05-WI2)$8214 Sides SP(ALS06-2013)K22f6 Loads Summary I)Thst hub-d.b,.dfafcdfesd<an 10peib—dardivatedp1sdsdbad; 2)TIC.n b.sb-dubedfo t-T—ofaidbadshamSda,mw A9M7-IOvAfefbk�im.—M,.diVa D:ns40flx4733fth-15fk'tbErd7a TnwlN!W.aAvAmniio iUCGIN,,CC7aKWdit4ft 3)M'riis mmmgnlxbadinhaam6lmaf,fBCTabk1607.1 hssmb=applid MPmiwr Fnrrna Cnmm m 1,690ts - -7591s Bracing Summary TCBm61g I 9mf W wPxFsa12-7-%Ru51ds nbyGhn BCBmcv 9.dC d.P isa1464),Re d pby0h- TC 1-2 2.3 3-4 0.489 0.400 0,693 -3,7S7 hs -3,1371x -2M Ts 46 67 7-8 (1702 0748 0.435 -3,2791u -2,746ba -3D13 bs ' 8-9 0.710 -3=bs BC 9.10 0510 2y621s (4,6161s) 11.13 053E 3200 bs --IjC46s) 15-16 0.461 3,4441s (-I$Mbs1 10141 0.457 2962 Lss (4,6161s) 1}IS 054I 32471s -1.706bs I61 0.454 3.444W (-IB421s) Mb 2-16 0.110 271 Is 4-13 OJ57 315bs I(-160bs) 841 O374 -340bs 2-I5 0.829 -735In 6I3 0.154 380bs (-97In) 8.10 OD70 173 bs 3-I5 0347 8541s (-3S46s) 611 02M -651 is I 4-15 0345 -56$hs 7-II 0308 75S bs I(-3301s) Thus -to -truss Connections Summary . iD CartkdTne�Treffi�afm� TTII A6 BIG 8-54 270deg Notes: Dd DL'nea.,d—.1A1 fM 1. msu�. Faa6rafvso 0.Rsanddagomlhau�a bR'FBREMORCE 7)LsadwidupWhcidasbaadwMVMSOn1yba ft 12 �5 3x41 8 4x31(2) 4x5 - d 9P. 1 10 T 1x4 B1G 0-0-0 6.6-0 —i 45-8-0 -7591s Obs MI -1E3 4//// PE 7605111 k STAT 'OF ONAL ��IlI11111 ,..sry.,,.b� d,,,,..c,,.,,aa...m�...,w.oW..,...�.,.,..a.W....o..,.�o„�..... od... Wes... ._....,....W...,... -... W, .._ _.._. �,....._..... _ .._ .-._....� Y LlegnaA�Jonb'sdmwigid®seaepanmfpmfassualerg:milgmpue�TySONyfahe,>asamperoad�adwn5shem�cpageaitlfn'lmpael¢ldomaion&.Gmal)1� pageforaddmrel'nfmreemAlaxmanrphadalbe ��I mamdamaalbjSmp�nSoug-TeCurgaryfKhaa,vdari¢ai,E4t-2762.AImu�rplaeareZl�ugqun4sir�dphemebfoEoaldbye=l8"ah'd,hdm6en l8gaug�gor'SCiS,whih i,d®esati�etmnl8pugephe aSgtNlr isohAA,.IF•174951 Southern Truss Companies, Inc. Truss: A6A La SOUTHERN 2590 N. king 1-fighmy Progec[�m: 1 3-A4-n dr TRUSS Fort Pierce, F134951 Jute: 2/212018 4• 56 PM Cmv=cnt o)dorSTM COMPANIES (8001232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 Of 1 Trus9 Vc ion:2017.7.1 [Bdd2) Material Database vemcm 1565 Span Pitch Qty OHI. OHR CANrL CANrR PLIES sr-- ilk WGRPLY 42 2-8 5 /12 1 O-0-0 0-0-0 000 0." 1 24 in 220Iln 42-2-8 6515 5778 4-8 �b1 + i I &6-0 42-2-8 . 5x5 HS 18 - 3x4 - 4x4 - 3x4 - 5x5 - 12 12 5� 3 4 5 6 7 -�5 3x4 / 3x4 \ 8 O oa N tc as 4x3 / 4x41 9 j 1 0 7x7, 1 t Fag T17 14 13 12 11 T 1x41 16 3x7- 15 4x4- 3x4- 4x4- 3x7- 3x8- 10 1.5x51 D3G 0-0-0 6-r15 9.4-0 6-6-0 13-0-0 22-" 31-8-0 3B-2-0 Loading General CS[Summary Deflection L/ (loc) Allowed load (Psf) BBgCod-.. FBC2017/ TC: 0.75(1-2) VAMI 053E L/941 (14-15) L/180 TCLL: 20 TPI 1.2014 BC: 093(MI4) 1trdSL Omh L/999 (14-15) L/140 TCLL: 7 RpMtxlnatae: 1Fa wlb: Q78(9-II) R.M. QI4n 10 BCLL: 0 130L: 125% Cn>pp—,)-2D Bcm: 10 flaeaisa(2,v2,•YAngk (138,}IOyQ) (2:1-12344) (3D.*9A) (40AMA) (54V-OA) (60AW) (79-039R) (8:1.123122) (434)�-522) (I0.1-12j-0,90) (I1:1-12j$A) (121-12iSJ)) 03D-0,2-0A) (IID4133A) (ISW.OA) (16:1.1234) �74113890.) I Reaction Summary jr Tyoe BmCmbo &ewNdt Maebl RodBpVkit 1 A't(wb4 I 8it Co Maaxxy 3DOb 10 Mug —)I 15b - 31D it Material Summary TC 6P(ALC76-20131f122x4 BC V(gSC6-2013)SS2x4 crape I043 SP(AL906-2013)020 VAN6P(AL906.2012)637x4 9de 6P(AL905-2013)622x6 Loads Summary ]Mknmhasb-&iu.lfmtedfssdlno 10pdbo dxxdFclndplsdsdtsd; 2)Th'arushaxbmt�fadtedi'�ofwidbad;iteontdar�i�L9�7-IO�Wthefdr�:tgt x6imi:gx¢ LLrt40fts4733f(h-15%1-btEndZ—Ttt.bNRcedw4m,M.&D L. i,60,OCZ—Wdh4Q 3)MFn —,gr d:boditi,—,&—t hiBCTabr1607.1 hasnotbmtappid M-1-Ti'A- Tib M:—ManMrmmax(V-, Is I - -705 hs Bracm Sunimry TCB- g 6ltmteto Rdm.24)-0Re d.5pbyUm 13CBr4ag 9tmlt¢IorAnfitsat43gAv4t�"gnby0ies r aaafetras.xwmaxaxhlrnn� TC 1.2 2-3 34 06746 0.739 035 -2mbs. -2,694bs -2447is 4a 6-7 7.8 OASO 0.674 0676 -2,773 kA -2,137(s -23691s 8-9 OR -1972ts BC 10-121 0213 Ots 12-14 0,933 b, (,46281) I617 Q419 2A981s (-Ij1s) I- 00 1.796 bs 14-16 0515 ;n- 0.487 2f981s -ISi ttsi wX. 2-17 OD70 173 bs 4-14 0180 24015 (-18'ibs) �, &12 0.137 366h (-MIA) 2-16 0.411 -3741a 614 QI63 402 bs (-22bs) 8.11 QI87 -6m s 3-16 0'-60 641 bs (-2621s) &12 0323 -749 bs I 9-11 0.785 I931 bs (-1,104bs) 416 0113 -495 is 7-12 0227 558 is '(.205bs) 9-10 0385 -Ij331. Truss -to -truss Connections Summary TD CaniATn C-Y,*Tt s Gnyh¢Oml A b TTI9 MA m 1-242 270ft Notes I)Th'sda®t'sba�imASCE 7-IOawtdeaindbyhe207F1xidaBuifngCo& 2))blQtandFba CRaretttw6aland Mt¢ooldrlFrixsdueo hebadplslteaytarttpo,teao(ddi>mnAteo dead ktad.ampusslasnd 3)Agmirymtoolfam,Cgm1.13,hasb..ppSeob*bebeal.km—,W tvbm.pff,tbyttT—MamdamtrpaAMIM 1.20 4)Tn�o4m=m®mRfo graphiml'oepimmnm}y AbaWmoltcmttoaale m *n4mlbcpwdsiocffitm mabnatdtTM 5)R.M.daptaed.i.V1opm pondm 6)®Tndmesan6masc,v-alnsain(a.R)tepudatteb®iuKs)shownRoasoralttmabodspn�dago�sbtrami,�nwl UWEBREIFR7tCF- 7)U,!dwidtWTfo®mxehasdmMWFRSCk* Wdsg T#I_i2LneortdattmNtA13RA 1. ran5lmmay. PoraV tmdwsoCLRsand dep/xalbarit&a -7051s Ots 0-0-0 4-0-8 42-2— PE g76 STATO'OF . �j0OR10_-' �jf ONAL E�G�� 1111 I111� ry�> Brian M Blealdy nalbe Sr=Eng.476051 1C mTlnoet A -An , I Southern Truss Companies, Inc. ProjectName: „rin�s ` ( 2590 N. kings Highway 1833-A-n Trussl�xr dr SOUTHERN TRUSS Fat Pierce, F134951 Date: 2/212018 411-57 PM �" it $s � COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 10f] T Vasica 2017.7.11Bwld 2] Material Databa r versim 1565 Span Pitch Qry OHL OHR CANrL CANTR PLIES SpachIg War/PLy 45-M 5 /12 1 040 am 140 000 I 1 24 ui 2281hs 4541-0 ..-. . 6-0-14 5-11-2 7-6-11 -5 6-0-14 12-M 19-6-11 I 27-1-5 34-6-0 40-7-1 45-8-0 12 T 5� 3x4 / 4 2x10 1 O 5x6, 1 1 T 1B 17 1x4 1 5x6\ I 1x41 3 4 16 15 I 14 3x4 - 4x4 - 30 - 4x5 - 3x4 - 13 12 3x4 - 4x4 - 5x6\ 12 7 �5 3x4 \ 6 11 10 3x4- 1x41 0-0-0 0-4-0 -0 4-8-14 5.110-0 -2 7-6-11 7-6-11 7-6-11 ' S M14 12- 19-6-11 I 27-1-5 34-8-0 Loading General CSI Summary Deflection L/ (loc) Allowed L.d (psn B6gGo&: FBC20171 TC: 031(2--3) Vat Q74h Lf203 (13-14) L,180 TC1L: 20 TPI I-2014 BC: 0.46(9-10) ALL• 035h LIM (MI4) L/240 TCfL: 7 RpMlrhwe+.x: Y. V.b: 094(3-14) %.CR. 02a 9 BCIL: 0 DOL: 125 % 0.pr w, V -2.0 BCEL: 10 P eaT-O *N-019k (137,14),II) (2:1-123112) (30-1311,7&) (44034M) (50.024)R) (6:1-123-8A) (7f1-038U) (8:1-123-172) (93-8310yQ) (10DOj-390) (113-838p.) (120q:-0Q.) (13:I-1235Q.) (14",14A) (15";-01.) (16343-8A) ,Reaction Summary n• Twe BmCornba Brgllidh Meal Rgd1LalRUs M Rad MaxGa D,dB M.VMU I ph(ml) 1 Sn C—Masmy 300it If90bs - .759is 9 HRo3(frua) I Lsh - 300a IfAOts - .7591s Material Summary .I Bracul; Summary TC SP(A1SO'r2A13)SS2x4 aay[ TC&a6v 9xatidaRaisa2-54),AaGrd�abyOlxrs 1.3 SP(AL97S20IW22c4 BC SP(AL906-2013)�a4 13CBmdlg 9�CialarAc6sat4dQl'IuL�d. �by0ics V*6 SP(At906-2012)02x4 S6k SP(ALS06-2013)?22.6 Loads Summary 1)Th"snishazbmida�7nlfortrdfaaduee IOp�ibovndnrdTvelndp4sdzdfnd; 2)Th'sn�hacbmide;��alforAediasafwid kedsnaondanm�h49LE7.lOwhlefolnan3uadf.�i�a 160rtphutiretElxpo�mC,Tvy&dsxd,Cahk:ip,133ingCa�aYRO' Di%408x4733th-150,11s& Z—T.g,N:a-e4w*md3 a-iDTr1/0,CCZ—lVdh4ft ' 3)Mi,h— .gra&-bad:Anaa.d—,ri1BCTahrI607.1hunotbeeapp4d I Memh— V -nac C',smrr — T.h W ecM.hclmmaxLV_mv Wf (maimmn-.f d'ddrantfianmaxaxidf0r¢3 TC 112 2-3 3-4 0674 0313 052S -3,W bs -3343 bs -3810bs 4a 6-7 7.8 O-VA 0504 0379 -3$10bs -3,7501s -3.157W I 8-9 Q498 -3244bs BC 9-10 Q462 2919 bs (-I,624ts) 13-14 0.450 3,750bs I(-1y96bs) 17-1 0.460 3,524 bs (-1$65bs) 14I1 0319 2919 is (-Ifi24bs) 14-i6 Q405 3p22bs I(-I(0hs) 11-13 0389 2B70bs (-15281a 1617 Q404 3 4is -I-W s) vd4 2A7 0.098 217W 4.14 0233 421 bs (-414 bs) 7-11 Q127 312bs 2-16 0.493 -6061s &14 QI74 428bs I (-324bs) 8-II Q119 -147bs 3-16 Q178 438 bs (-76bS) 6-13 0248 -441 is 8-10 am 122W 3.14 0939 949bS (-5481s) 7-13 0,61 Ip50b9 1 W91s) Thm-to-truss Connections Summary m C.1TWTrsss Chnyi*Tr Gtrrvi*C(rm Arab Tr12 A7 BIG IM-4 270dg Not= I I)xDd LCnaavd—ifiAT,NM 1. 2 Lmaimsxamay. (E)ar'aleRfh6bC[Rsarddag Wbww.a DWEBRER4 MCE. 7)LiadwidupTft.& sb--dmMWERSO,�IW&g -759bs Ohs 4x31 a d 7x7� I 1 T B1G \\�\\�PN ` MI--IB�E9�l�i \'�GENSF��i PE fSTA O_RID_ ////5� ONAL E��\\\X\ �tlII II1\N �3 Southern Truss Companies, Inc. T A7A 2590 N. king; llii&xuy Project Name: 1833A4n T Tru% tilt SOUTHERN . TRUSS Fcrt Pierce, F134951 Dater ?1212018 4Z58PM Compete o aasTM COMPANIES (800)1232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of I T11lSS hiss Ica 2017.7.1 [BI➢ld 21 Ma(eiialDatabwrversiax 1565 Span Pitch Qry OHL I OHR CANCL ' CANYR PJJFS Spacing WGTYPLY 44-&0 5 /12 1 040-0 00-0 0-00 ova 1 24 in 22911s 44-8-0 5-0-14 5-11-2 7-6-11 I 71r11 7-0-11 5-11-1 5-0-15 5-0-14 11-0-0 18E-11 26-1-5 3348-0 337-1 44-8-0 5x61 1x4 I 4x5 - 3x4 - 5x6 \ 7 12 12 3 4 5 6 5F— �5 3x4</r�� \ a m 4x3! T >3x4 4x3\ O7x7, 7x7, 9 , T17 16 15 114 13 12 11 10 1x4j 3x4- 4x4- 3x8- 3x4- 4x4- 3x4- 1x41 0-0-0 0-0-0 5-0-14 5-11-2 7-&11 7-6-11 71r11 5.11-1 5-0-15 ' 5-0-14 � 11-M 18.6-11 26-1-5 33.8-0 317-1 44-8-0 Loading General CS1 Summary Deflection L/ 0oc) Allowed Imd (pd) BU&GC :: FBC20171 TC: 093(4a) 1htat 0.73il LrI26 (13-I4) TCI-L: 20 TPI 1.2014 BC: 099(1314) VnLL• 034h L/999 (13-14) L/I80 L240 Tom.: 7 RepMbrin : N6 Wh: 098(3-I4) HxzCR OIn 9 BCTL: 0 IlOL: 125% CvW%axyV-2D BCDL: 10 PheQTa$(3r¢ L (13-8}10,90J (21-123-IA) (4AO -W) (54-P-0A) (6:1-1233Ad (7D038411.) (S:1-I23122) (43-$'i-109a) (10D03$9n) (I13-83P.) (12D02-0A) (Ii1.1238A) (14D038,0.) (150-0i4A) (1 38A) (17D-0339a1 - Reaction -Summary Jr Tyne B2Cmbo BgtVAth Maehl RgdBmVMh M.Rac M.C-1AM M-W.ALW hwupR MaxHrz 1 Pi,(%%A 1 8h Ca Maarty 3DOn I(-bs - -742 ba 3D0n I(S4Is - -742bs .742bs -73 bs -742bs Olt 9 IIROW—) I ISn - gar r Bra - Sununary TMaterlaSP(mm) N4 eu�c TCBaft 9-tadorRz =13APA dpby0has 5.7 SP(ALS05-2013)K22a4 BC SP(AL9C1&2013)Si2x4 ..Pt BCBre6g Sh fid 12-15 SP(AMY,2013)922s4 WN SP(AL9343012)*N4 . sww SP(ASC62013)922z6 Loads Summary I)Th'sausshasbmids�dforhedre�duen IOpdboandzrdraeladp5sdadba� i 2)Th'anaskssbm�d�dforttdfesofw:d bad;namdoixxN.AE7-IOwhhefolr..Fg�adS.iad:saa 160mp5aemaC Rrh'�H'HP.��3�4'mYBQ-IDO)O+ga1B41g TSra4pfba47330,h=ISfitixEd7aeeTnss,14:9cad W&oxcEeel.DC11` IbO,OCZatWdbbfr i 3)M'g'mams geam:baftna®rdarc=%*ilBCTabbl6D7.1has=b=appTW . Member Forces Summary 1!bLi.S.=M—bAD,. zC3l,mazazhlfmg(rtazmnpcfa¢d eafm nrtaxaxhlfo� TC 1.2 0.480-3,166b4 4-6 0932-3J161s -9 0A79-3,165bs ' 2-3 0374 -3Pe bs 67 0296-3JI4ts 34 0.486-3616hs 7-8 0.372 -3D M 2$49bs 1 1 I BC 9-101 a450 2,5481a (-I Albs) 13.14 0995 3,614bs -I 7n bs) 17-1 0.430 (4,575tx) 2$48ha 14-16 097I 2,7896s-1,4736s) 10-10_1.45 (-Ij31ls) i1-13 OS64 2739 ba (-I X.16-17 0394 2349 bs .15751a1 V,Bt 2-17 OA51 124bs 4-I4 0228 416bs I(406Us) 7-II 0.128 316b; [� 2-I6 n1'S -1541a 6-14 a179 3(Bbs (-365 bs) 8-11 a126 -155h )(-004 1241s \ \ V 3.16 a128 315bs 6-13 Qn7 412bs W) &10 050 993 bs 'I(5701s) }14 0982 996M (•s731s) 7-13 0976 PE 7 Notes _ J 1)Th'tdeyDi:la�mA2E7•IOasroetimdbylt7Fbri46alfigCode 2)1hICRaidlio2CRaieltw6alartd Fiuzamldllmtbrblvebadplsieaepmnpn+eaofdihmndeodadhad,mnµmlas ILL+(Kg-I)zi11112ssavdar�w7�A13IfH 1. 3)Aq�aTyamolfamr,Cq�1.13,lasbmiappLdnhephthbalvaY xasspml(db�•heTmsMa�amepcN91fP11-X1D25man242 4)Tn�oav$mv�n'ofar@aphalnnprmeonmT�Afa�ppaoEcssnaalgtrmmunSeAkpmidafosalvraz�mannandupTdcdioartnheR®®nSimmay. �• 4 z �- (i% L.y,1..� �� J '` J _ STAT OF � 6Jliwileadapuedrziagcopewnpordig 6) ®Indta6mrtmnchoalrea-aia(CLR) N:aianc�bavm(a>duoanRwsofClRnmahradapae(j'de8oabbfami,arlWi Q.RBR/�rvabr¢uvabQAsandd'egormlbtamgsx .{�� / �" \ 2� / O . /� Z3.2G'!(�,, T1RrEBRD14K7R� 7)I,'sbµ:dupvrr®mushtadmMWFRSabmd+b // ,ct[�.�� ORI� /� ``Sl — � G �� NAl- N7nCEAaapyofA'sd�dnlbefianalxitotrwa®moxaaax.ihedc�safh's'rd'xhalnxxsbamlmd�a�eardraFvamA;sQpLdbyheTnc�Manufancardrdas niramaaq aidom o(Itidgme6onstfohbyfieHs�'ng BrianUBlealdy ,( rlsgcA�lmhhdmn:�i�e:aa�aoxofpof�ivalt migrc�usbdyss forftmaompavadayadann5mhearvapagrandk^fmpnaial�mramn&GacaiWa pageforaddrionalidmra¢ Ala phnftlbe l8yp�epbCar'gJlS,nhi}iidiasali�eimat8gavgepbe S1rwE&#n6051 �K1 2590KKh. R R34951 naradamrdbyS,r�Sn9vgTeCgmparp;LKnaanda�adsESR-2762.Naxa�rpt+yammpdog,unlsle,�asTimpheme'sfobuslbya"-I8"wtiih'r�drasan Southern Truss Companies, Inc. Truss: A8 -� N. 2590Nkin Hi wa y Project Name: 1£G3-A-In SOUTHERN Truss> ft TRUSS Fat Pierce, Fl 34951 Date: 2al2018 4:22S9PM !`..�....lerd�)��TM `-^^Y`^''Truss CQMRAN IES (800)232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10471 Vefsicu: 2016.11.3 [Bind 10] MaterWDatabaseyersicrc 1565 Span Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGULY 46.8-0 5 /12 1 0-H 0-0-0 1-" 1-0-0 I 1 24 n) 215 N 46 5-7-12 6-8-o 6-8-0 6�-0 5-7-12 10-a0 16-8-0 23-4.0 30-M 36-&0 41-0-4 5x5 / 3x4 - 3x4 - 4x5 - 3x4 - 5x5 \ 12 3 4 5 6 7 51F 8 �5 1x41 T ix4 / 9 ,6 c 2x101 4o 2x10� 47 - 4x7 - 1 1 10 T16 15 114 13 12 11 3x8 - 4x5 HS 18 - 314 - 3x4 - 4x5 HS 18 - 3x8 - 0-0-0 0-0-0 9-0-0 B-10-11 &1a11 8-10-11 • -0 10-0-0 18-10-11 z7-95 3648-0 45-8-0 Loading General (M Summary Deflection L/ (loc) Allowed tared (pst) BBBCgde: FBC2017/ TC: 095(4-5) 36aCR: 1.16a L/449 (13.14) L/ISO TCU- 20 TPt I-2014 BC: Obl(11-13) vAU_ OS3b L/972 (1314) L/240 Tom-: 7 P*Mklnoeire: a IW 052(741) HxaCR 027a 10 Bar.: o not-: 125% Cr pF4, V =2A B¢c.: to r cG1ffi( XW k (134424A) (2Ag313%5) (30 ) (4043-M) (5041&A) l6".2-0A) (7¢43eA) (S+ AWA) (9A031325.1 (103142-III) (11:1-12380.) (110-U- .) (I3041341A) (140433A.) (ISAQ2-0A) (16J-I23-M) Reaction Summary Ir Type BgCgmb. BMWJh Masai Rgd&eAklb M-PR d M.G-TbBl Ma V"L7pT3 M.LbB( Maxlbr¢ 1 ph(MI)1 8n Cg Masvay 3AOa 1,727Is - -775Ts -775hs fil bs 10 ARg1mp 1 8n Cm Mammy 3AOn I,727bs - -775)s -7752s Obs Material Summary Bracing Summary TC SP(ATS76S2DI3)*^- TC" She3EiedwP fmatL00P fnddjpbyM- 13C SP(ALSOS-M13)SS2z4 BCB.6,j 51mE�arAa5sat3-Il-0,liaind�nbydns W.bl SP(AL906r3012)M.4 Loads Summary I I)Thka VwbmidzLrnWfor4—Td dwb I0p;tbgamdxdbebadp4sdsdba& 2)Th'ansstasbmidgtcltgrA�edfeagfwid 6ad;uaandarim�hS9E7-IOwf�hefolry ova�•AiR 160mphuknae,FTuyEdCnbkFip,Bu3Gg�egoryll(I�IDOJ,QeaAB6g Um404h4733flh=15ftNxEdZm TnkAN6ticodvzb rzi DCL-IfO.Cr-Z )Ardf,4ft 3)M'.dngmm g.�fobadmae=,da ,M,IBCTabLI607.1 h s mbmseppl¢I Member Forces Summary Tbe:dm�Mammlxmaim,� =itlrmg(�p•.fm irdafamtfi mpbxa<1dfgnm) TC 1-2 OfA9-39141s 45 09M-4bl3Ts 8A OAW -3/AShs 2-3 0f94-310bs 5.7 0946 4,613ts 9-10 0,649-3914bs I 3.4 0727-33211s 7S 0.727 3321 is BC 10-11 0559 3Xb3 (.2pBts) 1314 0_i62 4XI bs I(-Wb6 ) 16.1 0559 35331s (-2Mbs) 11-13 0,613 4.428bs (-2A426s1 1416 0,60 4.428Is - 441 N) VR. 2-16 0213 -3841s 5-14 0350 -426bs 0431 IP61 b, (489h) 3.16 0431 -10616(-MM) 5-13 -426bs 0213 -334bs0250 416 OZS3196s 5271s (-846s) (346)7.3 44 024 527bs 7-11 M-5-1,319Ts / / Notes\\[.7(,7��P`v��---�`��/ 1)Thudmeh m4onAGE7-Iomrdaa�bytleXl7RxiiaBuNngCoi: IJL'naamdas�xahAT:�TIfA I. 'V-C�� GENSrC 2J16sCRandHazCRa¢few�landhmizonaldilvmsdeOFc63dpYsleg�ampu�ecofdndmbde�dWd,mmpmdB5ni11Li(Ito•-I)xnA 3)Agmfrymmolfaar,Cq=I.I3,hssbanappT�dbf�phehealnsan¢dswveivsasspvTdbyhehusMamdaotacpaATH7fR l-7D02Saron242 � � 4)Am'id®hspbCd�aaa8ebprt�tppmdt{8 5) ®Ind gaxitiumahbalrzaaia(C[32)raluidastielxatimi(s)SgartRaksgfaJt nnmbad¢pcseydo8oa►ybaaxlsxDNEBQRBRACE Tarabm6.�baltta�ddagunlbraag� D WEBREF":CRCF- PE 7§7.5 � ,,,� J f1 / 1 �.,fi• 6ltedwnd�fdt�e;p�sbasdmMWFRSGiNb+ds� II ' i.� — �� tf�4-'�`�: 1 STATE'•OF ` ORID % R� G�\\\\ - I �/ONAL �1�III1111� TOfICEA¢Qjoftl�'sd�d�aA6afumAsdbiree oiaxrvar.ThaL nofhuidiui�5aln�'sta�ondv�abaasdreFummss{p4slby4eTmaMandaneasdnfasqKntrsmasyardmmpla�gfheidmtarnnafortibyheBaitig BrialaM Bleakly Q�'+jiaA�lm6'sdraungiidmgpmpanmgfpof�rulegimi�g�mubTrys fgriimssongmaad�n3wnSsfrtmcpageaM/rc'7mpaeminfasrmepn&CaealWa(egefaradd�ralidanmeonA➢axa�rpha3�albe %mE-_i/76051 � S ssamdnoaelb9Sm{mn9ag-TeCmgar�Tncneaa8anevdsFSR•2762.AIammorpbaem�giugGwislrspeifdpheme'sfobuel6ya=1ffah3�idmsan lS�ugepbgorStliB',whfi iidmaalighesanl8�ggepbe 2590T1)Gia}L+hR}6¢R39951 SOUTHERN TRUSS Covlpclneo(Soluria>s7M COMPANIES Tnls9 Versio7:2017.7.1 [Bwld2] Material Database version: 1565 Spa11 Pitch Qty 4650 5 /12 1 4-2-0 310-0 6-1-10 4-2-0 8-0-0 14-1-10 Southern Truss Companies, Inc. Tmss: A9G 2590 N. king HeiNvay Tr(wDc� e: d 3 A T�1 Fort Pierce, F134951 Date: 221R018 4:B:00 PM (84, 232-0509 (772) 4644160 (772) 318-0016 Fax Pane: lof3 0M I OHR CAWrL CAM•R PLIES Spacung WGT/PLY 000 000 I-00 140 2 12in 282Ibs 1 46-e-0 6-1-110 6-1-10 6 1-10 611-10 3-1 GO 20-3� 26-4-13 32-6-6 3(3-8-0 42--6 46-8-0 12 6x8 HS 18 \ 4x4 - I 1 x4 1 6x6 HS 18 - 6z6 - 4x4 - 6x8 HS 18 / 12 Tr 1x4\ / 4 2x8� 2 I 2x8.1 L>01 l5x7 _ x7 - „ 1 T19 18 17 16 15 14 13 12 4x4 - 5x5 HS 18 - I 4x7 - 4x4 - 4x7 - 4x4 - 4x7 - 5x5 HS 18 - , CJ8 J8 JB JB J8 J8 JS J8 JB JB J8 JB J8 J8 J8 J8 JB CJB JB 0-0-0 6-1-10 6-1-10 6-1-10 6-1-10 6-1-10 14-1-10 20-3-3 I 26-4-13 32-0-6 38.8-0 Loading General CS1 Summary Deflection L/ (loc) Allowed ,md (psn Bltcn&: FBC2017/ TC: OS4(S7) \blMt: 129b L/403 (I5-16) L/130 TCL: 20 TPf 1.2014 Bc: 055(I5.16) VALL 036n L/927 (IS16) L240 TCLL: 7 RgpMbr1 -: Tb Wb: O88(3-18) FkrzQt 023n it BOLL: 0 n01.: 125% 0epF.",xT-2(I BCa-: 10 m.ofr—(Jr.), / ng): 06-11,1-3A) (100}43,0.) (3¢3,413,78) (4:1-12,S 9$1) (SOO,S8y0.) (6403-OA) (7:1-12,44A) (M-12,54%) (9 .3.4 X) (1000�13X.) (IIb11,1.3A) (I233,5.50.) (i3:1-12j4A) (14";-12A) (I5:1-12S8p.) (16DA5-S .) (17n-0b17D.1 (18:I-125803 (193F5.4n1 I Reaction Summary I Jr Type BmCumbo BPWdh Maebl RgdBgVk% M.PR M-0 tbm MaxRid[b1d1 M.1W 1 Fn(V16p I 8b Cu MaM 300b 3X7bs - -1y82bs -1,Wbs 11 i31,o1(1'W) I 8b Cm Maamy 31IOb 3JO/bs I - -1y82bs -1,982bs Material Summary Bracing Summary TC SP(AUYC 20%2r4 -Tt TCB.&!! 9.fWvR isaL}II-0,Asf.&*by0ixrs M SP(ALSC6-2013)SS2c6 6,9 SP(ALS06-2013)3 M I BC SP(.4L3¢2OI3)SS2.6 13CB-ir- 9i dd.T A w4-241,11ninds�by0he: Whs SP(AL91Y.2012)0-N4 Loads Summary 1)Tjfbnwhazbmdrysu for/edi'azdWbIOpdbL droMFcbadpin6sd Mdi 2)Th'srtualasbmid��fard�edi'esofu:Mbadsiiaabrdam��i4C.E7-IOuii hefoUu+�ou�rddrnli�rt 160mphw:wgE�aaeeC,PogF,xSr�.CnbbFip,Buaii,genes«yR(1=ID0),Wcntegq Di,.40Ox47331(h-ISANaDdZa TMN!iiw.4-diaxada DOL-IbO,CLZ—Wdh4fI 3)Mnhmmi—agwnbbad'.Vbaavrd—,4+ IBCTab1:1607.1hssmbanappF�d Obs 0-04 7� i i PE 7QQ5 i 1 STAT OF I11 &/RIVAL m)aissgppWb3nT�Mame , ardnisrpmi� nayardgmpmof+,ebrgmamwfpmbye,aBLldiig BrianU131 wgaaa>r^tmpm�omrmnaro a caiw6•pagaro sacs. albrmnaun Aeox� pb�s acx _....--f..x...�1..e �P..F.A M..me.la....wv6-,r'CC 14`vM'eb� •e. F'vh w,vr, IAmvo-Man ____. __•S_— 476051__._. �' S v N N krA A N F. 2 CO W Wei a^ tj h * '9 A '� � 0.E!&[OFR'G!��FB'�FB'GF8'iO Fe'�kQ'm Fg9 F8'fCF®'0.1 H8'fC Fe'C1 F��F8'R1 FB'O�F8'W F�'�F&fp H 0. NNNNAA A A A n n r nNrvNNNNteVnNNrMNtdvnNt%rNNN 4Zr 2� LL \ IIV } Z-- �'25 �C) W Cq i i nin. 4,31 �daoa 6 fg�HB'�l-�fO Fg P]Fg�F&I�F�W FB'�FB'fOF&�!�'fO f��F6'm Fg'RI F&�F8'�fg�t8'�FB'� F+FV- 0] Tmss ` Southern Truss Companies,Tnc. Prgj=1, BIG ' +..,.. 2590N.kin 1'11 ame: 1833-A-in SOUTHERN � v✓dy roectNT"m�_w)cr dhc Fort Pierce, F134951 Date: MIP_ 018 4:B):01 PM Compa1e171SoltNasTMr TRUSS 7rtss C4MRAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of2 ilxsorr 2017.7.1 [Bt@d 21 Material Database %miorr 1565 Span Pitch Qty OHL OHR CANEL CANI•R PLIES Spacing War/PLY 2240 5112 1 0.00 I w 1-" 1.011 2 12 in 1631ts 22-0-0 4-8-12 3-4-12 3-1-8 3-1-8 3.4-12 4-8.12 -3 4-8-12 8-1-8 11— 0 14-4� 17-9� 22�-0 7x9l 4 12 12 5F— 4x7 / 4x6 \ � 5 3 5 I In 4x4 / 4x41 0 6 4 7x12 / x - 1 ' T13 12 11 10 9 8 2x8I 7x8I 7x101 6x81 1x51 9x10 - ® A4 ® EEJ A7 A10 A11G 0-0-0 0-M JiZMj3-4-12 3-1-0 3.1-8 3-4-12 1-0-0 4�-12 8-1-8 17-94 21-0-0 22-Cr0 Loading General (M Summary Deflection L/ (loc) Allowed Lwd (pd) B4gCO3w TBC2017/ TC: on(]-2) V.CR OAh L/573 (11-12) L/180 TC,L: 20 1"1-2014 13C: 066(1243) v..17. 0.196 L/999 (11-12) L/240 TC¢L: 7 RcpMbrTn : bb V h: 097(4-10) 1-baCR: 0.I h 7 BOS-: 0 aOL: 125% CmpF2mr,ha-20 B(2L: 10 1%eOR�(�XVv'€k (I 1AI213 ) (21-125422) (31-12,W2) (400SI590) '(5:1_125472) (61-1Z5.4A) (71.6-1033A) (8DA74X) (41-125590.) (1004)60.90.)(121.12I. 113406-490.1 Reaction Summary -TrTvne B&aCanbo Bmmmfi Ma ' 1 Rgd&y.NBh MaxRela Max Oa LbTal MaxVV4dlbfdr MaxLbSft MaxFbiiz 1 Fn(W9 1 Sh C. xM—y 428h 8 Mft - •3989 bs-3989rs -35bs 7 HRd(VWA 1 .1CalvaMasray 300h 5970bs I. _ _2y99 bs -2999 bs Ols Material Summary Bracing Summary TC 5P(AtSC&20i3)#22x6 TC"' S kd BC Sp(A1SOS20I3)Iffih8 BC15-hg-%ahadaPw:caL9KRe^dsguby0b- 11Bs SP(ALA62012)4320 anpt 4-10 S'(AL976-2013)922.4 Loads Summary I)Th'sxusb.b-&-,b7Wfafl T,..&nbIOOb—dndt.b.dplsdadba& I)1h's�hubealdsg�aifalwdfasofwid badsilamdanm��7-IOuhflefolmilglDrdfnnl'ryu 1601r�11u1'rragEgDaue�ruyFniosigCnbbFip,O�dfngCe�aryBQ=IAQ):QeaOBliva rLrs40Por4733f1h-15fSNxlsdZa Tnns,Ni*edwbm,i3e DCL-160,OCZ—Wdh41L 3)Mhllamuaagaaa<badaghaaarda ,V11BCTabk1607.1 hasrodmiappEi Lcad Case Ir1: Std Llve Load Point LDads Menba 10 ion [ilvim load Trbwdh BorOd 2-54 D.. 893 bs 24h Baod 4-$m4 D— 8866s 24h BaOd &-54 D— 8-59:31s 24h \\\1`11111 ///// Ba()d 4 D.. 931s 24h Baal 10-5�r D— 9131s 24h i \\\\ � Band 12-5-4 Own 916 is 24h Braid 144-8 D-1,892Is \\:2- �— /ice Load Case D1:StdDradLaid `C NSS F ��'L i Point Loads ' Mariba loasim Dil i 1 load Trb%VAh ' PE 76R5 PnCd 2-53 Bowl 759 bs 24h B.Od 4-5-4 Sbwl 753bs 24b BalOd 6.5.4 Lbws 776bs 24h Band ss4 Tbun n6bs 2ah 1! STAT OF j BdCd IaS4 Ibun 7MIs 24h Chd BBaaChd 14-0�-8 Lban Iambs 14n i� i 0�,.� Member Forces Summary Tebbrdm�Menbcl[�maxOl.naxaxblfortr(mal ra�daaraaarmmamxaxhlro� // r. r�V�1 OR[� TC 1.2 0376 -WU 3� 0710 .6,9M bs I 5-6 011%-721obs /� Su� 2-3 0.786 -7441 Ts 4-5 0.710 - ba 6.7 osm -6%1 bs �, ONA1- \\ 13C 7-8 0482 6j9sbs (4M5ba) 9-10 a479 �b 1 (-5�1bsi i3i3 0..Q655 kw i539999b,1 11 �11•I 1 I f 111\\\\ &9 0482. 63936s (•4945W 10-12 OA89 6B66hs I TU170iAmpjofh'sdsg.l9Dlbefian�Dheaeinaxaamr.7l�AvgnofluidndiDlnxa'shamlondagnacealdngidmieba p4dbyheTn�Man£eaaaMreis�micamaayardomp181asofhhfaaamiafahlryieBuiGlg B-K Bleakly ` ticrgvA�lmtrusdiaailgidraaaayalroorpmr®almg'r��'rm r��sb&ysolis'rafietusmrtipalmtdagndwa8xt cp+graldln'7mpavdrdarrauonB:CmaaRbdpagefaaddfarelidomDioaAlmam'xDbtsdlalbe S—Bl&# rml —__ __��.a-�a.__rs�_. _--_ �. _.....,..�..hee._x1�.......ts1..e..:R.i..haeia•efnAn,wllvv�_IPvhi,ivfrnecnn lRwn�oenlaercStllB'uFifiid6aii�IDeiM 1g>IDUCCD1aC n�nn�. v._ n_na� Southern Truss Companies, Inc. Tom: B2E • .,, . , ' 2590 N. kings lEtway Pruss D Qame d3c 1�, D�>er: - SOUTHERN TRUSS FcatPierce, F134951 Date: 2212018 433:02PM CornpwmASoldcasw CGIARANIES (8( 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10f 1 Tess lion: 2016.11.3 [Bw1d 10) Material Database wore 1565 Span Pitch Qty om om CANTL CANrR _ PUES Spacing WGf/PLY 22-&0 5 /12 1 0" 0110 140 0-0-0 I 1 24 in 991hs 22-6-0 _ 11-3-0 11-3-0 11-3-0 22-6-0 4x4 - 6 12 12 5F 5 7 �5 I 4 8 N 3 0 9 10 c 0 3x4 - 1 1lot 10111 3x4 - I�E T21 20 19 1b 17 15 14 13 12 3x4- 16 0-" 0-0-0 11-3.0 _ 11.3-0 f 11-3.0 I 22-" i Loading General C& Summary Deflection Ll (loc) Allowed Load (pd) BBgQk: FBC20171 TC: 0.14(940) WQt on L/999 L/I80 TOLL: 20 TP(1-2014 BC: 022(21-1) VAU, OhLp L/999 L240 TCDL: 7 RTMb,,—., his Pffi: 0.10(2-2I) Cndai1L• On 3J999 2L/170 ea3: o nGL: Iu% �naTLL of L/999 X.n20 BCCL: 10 %B CR. oil I5a i%e0lfss(1nt0.'Yi3rek (13142-3A1 (0-03-13A) (113-142-aM Reaction Summary jr Tvpe BpGombo Ekgwjh Mabel M.P d Ax R. ..(3-vLbifs M.WM1bB1 M-Lbidl M.H ix 16 Coo6al6aa I 246h Com Masxoy 183 bs "pllj .112 is -112is 69bs Material Summary Bracing Summary TC SP(AISC5XI3)S22c4 TCBiadig 9red� dl PwT.-&3-0,Aafnd.gp by(Ihas 13C SP(.4L9]i2013)t22x4 BCB6.ng Sh®fhdo K.Tsa163%RxLid*nby0has Rms SP(ALS05-X12)R32,4 Loads Sunuuary 1)7h's I"b-dawdfvf—Tsdxb IOpeib—diordi bAp4sdadbda 2)n's—hasb—deVWW—T=.Nid I0wfifrfob4%—dAdipt 160mphulmar,Esp -C,%Iy&.GnWITp.WfgCaeygryR(I-1.00,0.ca6BBg Diss40ftx4733 fth-15ftEdZ—Tu1,14ii ,dutb-6iff DOL-1M,GCZ—Arh4ft Member Forces Summary Tabtid'a¢M-balD,max(S1,maxaxWfma (ma W.f=Fdff-d—manaxhlforal TC 1-2 0135 -98ba sfi 0130 2716s (57 L. 9-10 a140 776s (•9bs) 2.3 0.140 76bs (18bs) 67 0.130 M. (-57b=) 10.11 0135 -99b: 3-4 0093 138N (-23 bs) 7S 0.105 212bs (41 bs) 4-5 0106 212bs (41 w &9 OM 13SN (-232s1 BC II-12 0223 1526s (-36bs) 1 6 0082 152 bs (-361s) 2b21 0045 mbs_ (-36bs) 12-13 0" 152bs (36bs) 16-18 0030 1526s (-3660 21-1 0223 152bs (-36N) 13-14 0.033 152 bs (36W 18-9 0033 1522s I (•366s) W15 0033 152ba (-36bs) 19-20 0033 1n Cs 061s1 WN 2-21 0098 3081s (•148M) 5-18 0087 274M (420Ls) 844 O057 210Ls (423bs) bs 4.19 OD67 20bs (-123bs) 715 0.�7 274 bs (-1206s) 0-12 0.093 303 bs (1486s) B \\\\\\�1 a n�'I� r `P---7_�� ,x I)Th'sdew'shard-ASCE7-IOas�fm dbyMi07FhilaBudingCo& I \\\� [7�� \GEN,3 v 2)1h1CRmdFbrzCR—f—im1 Mhu¢msidfhsdsdenFekmdphsieaepamporvuofd n&cbdesdba4oxnp�asL7dI LLi(Ko'-1)xDlI DL'naonrdanms�iA1�9/(A 1. �� 3)Cxdk�A5 pboda Wo,,2Ai0 \ 4,lmdlpypbl;w�awdi 1x4278phxgLB10 5)A.d, bL—b � ih1.4 fopphhrewidtednKiv6arngreryimmsforo�uof�hrcw:+dbadng,rdebls('mmu®nDbo+m�sarcRrBC9-B3. 6)ThigabWmsbmdey/dfma1Y(amx)salo 7)AgiaiyawolGoor,Cgel.l3,hazhmappBdniryhehbali®a�¢de vebaaz�aE'dbjteTmsMandaotacpaA191fA 1-XMSnwa242 - �P E 7 "� _ _ > l-; R)Isatundup6fismairxslmalonMR'F7iS005'mdhg — ;. STAT OF 0`.Z32��3 A. --10NA"E�G \\\ II h[)17CEAmpyofd,'sd�ndnl6efianddbdnaeirnaxuamcTMd�gnofin;:diuh>alnsaclaalmdc ma'vaasdsepimmdsssgp4dlyfeTnssManiffaoaca�drtfasgmiramraq a�dmmp Mixidomeemsafomip'ixBu3ing BrianM.Blealdy De�cA�lmdfsdaw:gidmaempan¢orpofwalalg.mi�ympevtsi+dys�fortcnrsangxraad�;nSbunSrshearvcpagmndhe'7mpomntlaformaioniCmealTlxs"pegeforadd'd'xmlidamaumAlaxa�rph69n16e ysaEsg./f/6051 CZ� mamffamadbySmpmSYmgTeCam)a�{ircnaaonfal�xa81E3t-2762.Atonn®rphea�eXlgtugFml$fespa£idphesae�fobaeibya=l8'ahiiind ran l8gi�k+RorStllg",ah'fi idia�ah-ghbsvn l8gavgephe 259011iG�ikhA A34951 Southern Truss Companies, Inc. Tnlss: C3G 2590 N. kind I3ighway lea der d �A�n SOUTHERN TRU SS Fort Pierce, F134951 Date: 20 018 4:23:03 PM Compo CIA solutiordrm COMPANIES (8(0) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pao: 1 of2 Tn1ss Veraica 2017.7.1 [Bu1ld 2] MaterwDatabacversiore 1565 Span Pitch Qty om OHP CANTL CANER PLIES Spacing- WGr/PLY 22-H 5 /12 1 0-H &N 1-0-0 1-" 1 12 in 94 h 1 22-0-0 6-0-0 5-0-0 5-M 6-M 11-0-0 16k0 22-M 4x5 HS 18 - 12 2 T 51F— d 2xlO N O SxS1 T 3x4 - CJ6 J6 U7 - 4x5 HS 18 - 8 7 6 4x4- 1x41 3x4- J6 J6 J6 1C.I6 J6 0-0-0 5-0.0 5-M • 1-0-0 64)-0 11-0-0 16-0-0 21-M Loading General Cal Summary Deflection L/ (loc) Allowed Load (pd) WAgCode: FBC2017/ TC: 093(4-5) )bI(R 033h L1676 (6-7) L/180 TCLL 20 TPI 1-2014 BC: 081(6-7) MILL 014h L/999 (6-7) L240 TCOL: 7 R pMbrf—. Tb V.tb: 0.43(36) H=OL. 0.11 h 5 BCLL: 0 nOL: 125 % O.pF.=,Y =20 BCOL: to Puewf (31ocv,igt (Irl-12,I-9,90.) (20034A) (3003-8A) (4003`J )I (5#12.1-950.) (63.838A) (7b,03-890) (80-V-0.) (9310- 0.) Reaction Summary 7f Tvx T3r¢Canbo 2% Maeh1 R,,On ldh Maxlbaa MaxC 1.40i M.VAdUpM M.1-b7i Max}ix 1 tfi(V I Sh Ca M—y 3Wh 1,119Is - L49bs -649bs -18h 5 HR01(1Vap I 8h CxaaMasmy 3DOb 1,119�e - -649U -649bs ON Material Summary I Bracing Summary TC SP(AL905.2113)i22x4 aalf 3esf�aRrieal354),Aafnda byOilles 2A SP(.4 -SM-20 3)SSN4 �CBraup; BC SP(AL9_5-2D13)Q2x4 BCB&aAr- 8esfxidaP.1af2-11ARafndapby0hn VaG SP(..QM6-2012)A32x4 Loads Summary 1)Thaneshasb-d.i_vmdfarfedrbZ6.0 IOpdbo dmdi ehdpfndadba& 2)TT'sn�hasbmld fadvxifaEofundbad;neazrda��iS9�7-I0ufIfxfbW;,pwdSnaiiyC 160iulilee,E<p�veCPoyFidtul,CnbL•Hp,BuiligCatgteyll(f=100},O.naABl Din 4O8x4733t(h°15ftNuFidZ=Tnml,Wced,4—,i�DOL-1.60,CC7mWdh4fl 3)M'rinovnsaagmoirkndignaa aW11BCTabk 1607.1 h—b—pprtd Imd Case Lrl: Std Live Load Point Loads Manbc L=iun N bn Load Trb%VIfi Topod 6" Anon 36bs Baod 600 nm I 59 bs TopOhd 6412 Dour 80bs 24h Band 6412 D.. 6bs 24h Toped &0-12 D— 80 fx 24h Barad &0.2 t2nvl 6bs 24h Topod 10412 Dmvl 80 bs 24h Band 100-2 Dourl 61c 27h TopChd II -III 80hs 24h Band II-II4 Dmsn 6bs 24h Topod 1311-0 Onus SO ba 24h Botod 13- 4 nrvn 6bs 24h Topod IS11D--4 O 83ba 24h Band ISII.4 Dou.I 61. 24h Topold 1640 gun 36 bs Baod 1640 1)n. 59hs 2xl0� 5x5 I 0-0-0 MI-BL1/��/ \GEN,3 <�L i PE 76 dw f,r vx STAT OF 0,c� ORID `/•�� `�S.70NAL y��+a BrianMBleakly ;(,� 18 ypug'!&e '' '` Southern Truss Companies, Inc. Tom' CJ4 ' .SOUTHERN 2590N.kindHigiway Thiiss Name: �3�t�rL TRUSS F(xtPierce,F134951 Date: 2rz1rzola az3:a1PM CoropaYq)1 Sohdorem COMPANIES (80�) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pace: 1 of 2 Tniss UIsiorr. 2016.113 [BL@d 101 Material Database vers o0 1565 Span Pitch Q[y Old OHR CANEL CANIR PLIES Spacing WGr1P1Y 5-6-6 3535 /12 2 040 040 ]-0-3 am 1 12 in 16l s 8 1-9-14 1-9-14 12 3. 1 x4 j 2 1 2xfi_ T4 1x41 J2 D3G j-- 0-0-0 0-0-0 1-9-14 1-10-10 1-9-14 1-9-14 3-0-8 5-6E t Loading General CSI Summary Deflection L/ (loc) Allowed Load (pin B14code: FBC20171 TC: 015(2-3) 1MQt Oh1P L/M (56) L11E0 TC[L; 20 LPI I-2014 BC: OD)(56) VALI, ObU, L/993 (56) Ln4O TCCL: 7 RpMbrlmmx: M X%: O2(2-6) Cam/OrTL_ ODMn 2L/999 (I -I) 2L/I10 BO3.: 0 DOL: 125% (').WC iLT- On 2L/999 (I-1) 2L/120 BCOL: 10 MWOL• OAI n 3 Pbe0frffi(3mXYAM1. (13-42-20) Q0 3-1090.) (61-234M) I - Reaction Summary Jr Tmo Bm.Cambo &eRldh M..iA RgdBmVMh MazR.. M"GuLw M.Vkdlw M.Tipbl M.Fhrz 6 An (VA I 11313h Ca Meaomy 3DOh 1271. - -79bs -79bs 78 bs 5 w M(A3t) I 113I3h CanaeMaamy 300h 87 bs -2716 -22bs -27bs Obs 4 h-W(Tms) I ISh - 3DOh 19bs - - - Obs 3 ARol(`rnt ) I ISh - 3D0•n 36bs - 49 bs 491s 0bs Material Summary Bracing Summary TC SP(AIS06-2013)42N4 TCBadrg 3iafulorP f..6-3-0,Au5ide�tbyChas. BC ST(AIS 6-2D13)fPN4 BCBm6rg 9ettxdo Pvbsat&3-0,Aufnde mby0has RBs SP(AL975-2012)032x4 Loads Summary I)Thsnssbasbmtd.�picifbrf�Td zdu:b 10(4bg d-d6vdadp1sdmdbad; 2)Th'sn tasLmtddsbxdforiedr=orwndtadshaomh ,i,4SM7-10,,WWolm:gt defhdigx¢160mphul'mat;Epp. veC,FvayFi}Cnbkfip,BudingCavgoryllQ=IDO�WealBlig Diaa40ftx4733flh—ISf4NnFAZ—Trus;N-*B adwdt .,sdrdD3P160,CCZ—Wdh4fl 3)Mir-9.n.r E .fti,a—tid.—,V,TBCTabk1607.1 hn—banepyW Load Case Lrl: Std live Load Point Loads Mantic Lion Diwion L d Trblvdb Toped 2-11-0 Do- 17bs Band 2-II-0 Lk) 76s Toped 2-I1-0 ZIP13 bsBMCM 2- Load Case DI: StdDead lLoad 27�\\\ BL / Point Land \CENs Mantic L=Ikn ISafon 1md TrbWih �/ \ Tgpad 2-11-0 Lbvn 6bs \ / \ j Bawd 2.1l-0 W. I7b = / PE 70 rapod z-Iw ty 176a , "� Bead 1 11 .0 U nbs (� Member Forces Summary Tnbkidr.=Manbclgmax�,maxaxblfom;(maxmnpr.f=dderaaaftammaxaxblr 11�� Sy TC I.2 0.150 .90bs 2a 0.133 -28b= 1 STAT OF 1 Bc 4 s oD43 oa 56 om oe> 1&1 0as6 78ls -14W / W. I 2-0 0080 253 be (412 ts) i -P♦ Z 2�i C/ Thiss-to-truss Connections Summary �j�'��ORID_ 1D Curirgts= aarvimT— C.Tftar$ Aneb TT22 12A CI4 2-1W 315d=g y TM CP CA 74 I7AO 2}OD I 5dg q r!'1111�\\\\� LT20 04 DIG 5,4-0 135deg 1 + I NOIL�A¢geardisdagndalberumgdbteamimm*zdsTh-d orh'ifMimlr bb&sdondspaishWngdnnwusg;-idbyfeT—M—&—andrt-q-fram eyaMwplw-oftehrmm6msdorhbytwbMiirg BrianMBlwldy IksMiiaAsslonh'sdtaaigiid®rsamparmorpofamrolagitmiigreparsbiy�HyfarMusaxrymande down5cltemtcrygeardhe'7mpnnraldamauoniCanalLl�trpagefasddi'aalhfaameortAloru�pb63016e -„ Eg476051 mamdaavmbySmpson3argTeCnrnor6llrcheanrdarixwirE3t-2762.Almveapbe;me7DppugGtmiste Tadpbes'oe'sfoHmelbya"-13'alidtidiae:an 18guMbgorSCIff uhdtitddresahgh bean 13pagephe 2i90NKn¢s}E1tAPGmFl34951 Southern Truss Companies, Tne Truss: CJ4 SOUTHERN'rp 2590 N. king& Highway ThmD-igw. e: � Ain . =SO1n601STM TRUSS Fat Pierce, F134951 Date: 2n-12018 433.04PM Tads CGIAPANIES (8�0) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 2of2 V«aon:201611.3 [Btild 10] Material DaL•db= vcr ioa: 1565 Span Pitelr Q(Y OHL OUR CANT•L CANER PM Spacing WGr/PLY 55b 3.535 /12 2 0-M 0-M 1-4-3 00-0 1 12 in 16Is Notes I) Thk d�n's tnvd nJ�E 7-I Oanfawd by ditto 7 Flyda Boif iigCnk ^.)%MQtardF*agiarcdramcJandla+eomldd6'pc3�enWekndpLcdmapmmtmouofddksmdtxndcidhadamryda I)z l IL+(KaI) - <Odl 0.naavd nma7iAT�11IP1 I. 3)AQsrryormolSmr,Cq=050,h chmapp[dul�ihtnlrea;ansd�mal�sb.�ma 7A%Fatr'vinTalnni.dailb�iKTnncMawGetrraprN�HTH I-�I)7Smn?3L9 4)Twsw>�mnnmim Ffarp�aphulnnpoaionanly Ahangaoruhcovmualconnmondnlhyxmidaduo*adxmitre�nard�giifiSuwnninRr amn9unmay. slita>t W;,d,�tatreaaslnmimrynvFltSa�N�t. i PE 7� k� STAT OF. ONAL . ��t111111111 NOrf(£/mpyotdt'sdc�ndmlbefiuneidohm�donoseamcThehs�mofIfs:divAalnffiubamlmde avuard�erimna6s4pfdb�frTneSMamdanca�drdaupmiw moaq a`dmmpfa�ofhen! m�ssra+�eyd,taa Brim M BlmUy I1sgcAs9lonh'sdrawig'rdiaesa��¢ofpof�rulag.m4�8�nsWiystt�fafen aompaendeil�dganSsle�.cte8mndh"ImpuadTnfmiaran&CmaalThs �gefaadd'ional ido(maimAloYu�rpSasSml6e y„��) ,/ mamff evedhvGniun9ma.Td miLena�darrew8iE3t•2762.Alan rol3sare�-0®�tunLQlxm®fdahemekfoSiu�b,e=i8'vM1ih idiasan l8pugepkRor•StllS,alidii�acsaliq�au�l8[puercpht IS wk-ne Mh APn—F7um • Southern Truce Companies, Inc. T6ject CJ6 � SOUTHEFIM 2590 N. kinip Highway �D�� e: d 3 A�21 TRUSS Fort Pierce, Fl 34951 Date: 2121/2018 4:23:04 PM �r T'p°� ��10`� CGMRAN IES (800) 232-0509' (772) 464-4160 (772) 318-0016 Fax Page: 1 of2 Tf11S5 Versi13rc 2016.113 [Btnld 101 Material Dardbase ven;i= 1565 Span Pitch Qly OHL I OHR CANTL CANER PUSS Spacing wGT/PLY 8-1-5 3.5A /12 2 0-0-0 0A0 14-3 00-0 1 12 in 28Is II 0 oa H 2A - T 0-0-0 1-9-14 5-11-4 12 3.54 ix41 / 1x4 I J2 J2 1 A\ 1-9-14 6-b-( ' 1-9-14 I I 8-4'5 Loading General CK Summary Deflection L/ (loc) Land (pd) BllgCnde: FBC2DI7/ TC: 056(2-3) \hh4C 0.13n L/550 (5� TCEL 20 TPI I-2014 BC: 0.48(5� 1bILL. OD4inLP LIM (56) TCDL: 7 R�pMbrl—: Ha 13da: 011(2� Ca/O3TT: 01 nu' 2L/336 (1-1) BQL,: 0 DOL: 125% I O.WcgT 011sh 2L/6S7 (1-1) BCDL: 10 H-CR: 003 n 4 Fhx00'W I0CYAnet (15-42-2D0 (1-003109a) (30-03-10341 (5313- 34.) (6:I43-M) Reaction Summary n Tvoe &¢Combo lklawh Manbl R4d13rv3Nih 4axRad M.C—Lbrd M.VkdLbfdl 6 Ph(Phl)' I 113136 Cb Ma;<" 3DJu 13M - -12DI. 5 HROI(rnns) t ISn - 3D06 144 bs - .99bs Rol 4 HCrrras) 1 ISn - 3DOn 46bs - -381s Material Summary Bracing Summary TC SP(AL406-2013)KIA TC&a6g. 9iafsdmPu6sar6-3{(RaBidagnbj04as BC SP(AISOL20 3)622x4 BCBad� 9�mM,orAviasalG3-0,HaSadsppb7Cdias Vh. SP(A1SC62012)472x4 Loads Summary I)Tlisnrshasbendga�dforiedt'�dueb IOpslhoaxridxrdfnrWdpLadzdbads 2)Th's�uahubmidaZnatiorf�di'esdfwid bad;namrdariaxWvLC�7-IOs�+hefdrs:ginrdSral:gx¢ 160mphui:reKExpoaaC,fuNFi�1,G36bHµBaa1'ngCaegayR(I=IAJ).O.valBl� ISrs400x4733f4h-15 &N%Er dZ—Tns;NBd."-daarcdedDOI-1GO,CCZ—Wdh4R 3)M'nmun�-egreorLroSngnamMaamdilBCTabh160Z1 hasroihmeppT� Load Case Lrl: Std Live Land Point Loads Manba IoaNn 51'sm Lmd TrbVAtda TopOd 2-II-0 Lit 136s ' BaChd 2-11-0 130 27 bs TbpCd 2-II-0 130 13 bs BaOd 2-11.0 LIP 27hs TopOd 58.15 Dmw 42Ls _ BaOd 54-i5 17p 2bs ' TopChd 5-8.15 D— 42bs 13%0d 5&IS Loa 2bs Load Case DI: StdDeadLoad Point Loads Manba Caa6n 15aim Lmd T�LWh TdpO.d 2-II-0 L.p 17 hs Buod 2-11-0 Up 17bs TopCd 2-11-0 L/p 176s i BmChd 2-11-0 11p nts TopOd 5-2 13— 146s BMCW 5.3.5 Lbws 206s TopChd 5-&15 Dour 14 bs BaC d 54L15 loon 2065 Member Forces Summary Tkbkidia¢Man6a11]tmaxCg.maxaxalfoq(maxampcfa¢Edifavn5dnrtmxaxbifpuj TC 1-2 0547 -ISObs 2-3 0562 257 bs (-IS4651 3A 0=8 -311. 1 CC 56 0476 .2766s &1 0342 1 -181 bs ,ilk 26 0.114 360 bs (-118M)135 0.106 1 333 bs (-1916s)l 8.4-5 5 1.5x3 \ C3G Allowed L/180 L240 2L/I20 2L/120 M.Lw MaxFFx -120bs 96bs -99bs OW -38bs 0bs / J� / PE 76R51 x STAT OF o //� �111111111 1n'+x��s BrianMBlealdy I Southern Truss Companies, Inc. Tniss: 08 ` • .,so 2590 N. langs Highway dbc SOUTHERN ThmD 6_ctlbm- . -nU.s Fort Pierce, F1 34951 Date: 2/212015 4�:05PM Thmldo�,U CQMPANIES (8 232-0509 (772) 464-4160 (772) 318-0016 Fax ?agz: loft Xb-6c :201611.3 [staid 10] i0) - MatmialDatabaseversioa W Span Pitch Q:y OIL OHP CANTL CANI'R PUSS Spacing WGT/PLY 11-24 3.535112 3 0.0-0 Ol}0 14-3 0-0-0 1 I 12 nt 41 lbs 11-2.4 1-9-14 I 5-9-14 3-" _ _- _ r 1-9-14 7-7-12 11-2.4 12 3.54 [ J4B 3x4 / 6 1 x4 i J5 J6 3-6-8 ' r 1-114 1 I 7-7-12 11-2-4 Loading General CSl Summary Deflection L/ Qoc) Allowed Load (psf) Bk1&Q&: FBC20I7/ TC: 0.76(2-3) V.GL 009 i, L/999 (547 L/I80 TOLL; 20 TA 1-2014 BC: 051(7-1) V LL. 003n L/999 (5-6) L240 TCCL: 7 %pMhr1m : 14a Wb: 023(3-5) a dCRTi• 0.16h 2L/210 (1-I) Il./I20 W3L: 0 130L: 125% I C�dCHIL 0D5i, 2L/533 O.) 2Ln20 5 1.5x3 A9G FA-1-1 G 0-0-0 BOZ: 10 tbrzCR ODSb 4 P..ai=(JmxkMR), (15-42-20.) (20WW090.) (3:1-123-216) (55-33833.) (6043.490.) (7:1-03-M) Reaction Summary 7r Tvne Br¢Car„bo 1 wfi Mavbl Rod BMW& I M.Red MaxCsaVLw Maxtt.RbMr M.uPft M.Hor¢ 7 k4,(Nhv I 11313:, c.—Maxnry 3DOn 308bs - -223 bs -223 ks I15bs 5 HRo3(r—) I ISn - 3D0b 390ks - -238W -Balm Oh Rod 4 H(rm) I 15b - 300n 82W - .601s _60W OW Material Summary Bracing Summary Tc SNAISOi2.013)Yr22:4 TCBiaci� 3imhdorl'lahsa163-0,Aafi,dagnlryQhds BC SP(.4 sos-2013)022,4 BCB.ag s t ,o P,.S at624 AufndsMbY01m Wb, SP(AL11Y'.DI2)R32.4 Loads Summary I)Thc�hnb-d.k,.dforf—Tmd.o I0pibn d.dL.b.dpWdadbads 2)Th'sn shashmldse,�faCrdf�ofxFdb>d;naandar,o:��7-IOs�,i,efoUsi,3,�x�uihpu 160r,�F�u1'matEq:naa.e�PohFsdnd,Cu6>;FTµ& li�gCa�gcryR(1=IDO}O.aa4B118 Urm4ofi:4733%h-15%tNbtEdZ—Tm.%Nif�r Au,bossEodDQ-IfD,CCZ—Wdh4h 3)Mi,'m m,agm6:bWignamda ,.4iTBCTabr1607.1 hasnotbmappW Load Case Irl: StdLive Load PointIA3W,4 M_br L..fin ricar, toed TrbWdi, TopOd 2-11-0 Lb 13W BaOd 2-11-0 tip 271' TopOd 2-11-0 LIP 13 W BmChd 2-11-0 LIP 27 W \�\\ �„ , I I ! 1///, TopChd 54415 D.- 42 W � � BmChd TopChd S-2 tzar, 80bs \� \DENS smad 8-6-14 Dn 6W \ f \ /— TopChd 9&14 D, 80bs eaCw $oan 614 »6W PE 7S STAT .OF •,4 ORID &/0 N 15717�AmpyofA'sds�fiallnfiani3,dolteeemnay,.adr.Thedsgnofhui+dnaYminm'sls>ston anbardrq.,:mnsssQp4dbyl,eTrrsMar.d'auerardreisupm Maouacy andmop ofixiifm i:n.xforl,by6BuiShg Brian Ni Bleakly Dag,cA�lmfiadrawkgk,duaeoryar,¢ofprofa�+alagr�klgn�r�3ys,k�farl,enrsaivg�doanSaefemue)ap{ardhe^Irtrpuantidortrocn&CuiaalTSa^pageforadditawlkdamnimNammxpha9albe yt,a�tn6051 mamdamadbySmpm9mg-TeCmgiarq{Ircnaa>xdariewi,E4t-2762.Alarn�pbezare�peyeel,mL�4rspa£rdphemscfoF bya 18"whd,i,dme:an l8gau�pFaeorSCISw6d, i,dmt,ahghaxin 18p gMbe 2590H1G,sHehR H3495�� Southern Truss Companies, Inc. Tom: MG SOUTHER lrF 2590 N. king I-Tighway R� � e: dA In Ir TRU$5 Fort Pierce, F1 34951 Date: 2R12018 4:73.-0fiPM c oD�nsoll�n>S,M Truss COMPANIES (8 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of2 boa 2017.7.1 [BL@d 21 I0) Material Database version W Span Pitch Q Y OHL I OBR CANE L CAATf R PLIFS Spacing WGT/PLY 74-0 5 /12 1 04M 0-00 14-0 0-0-0 1 12 uL 401bs 7-4-0 ---15.03 12 5.02 4x5 - 4x5 - 3 4 3x4 / N 4x 5, T1 9 91 8 7 . x6 1 4x4 - 4x4 - CJ4 ® CJ4 J4 A6A 0-0-0 1-6-0 1-0-0 241-0 1-6-0 5-6-0 7-4-0 Loading General CR Summary Deflection L✓ (loc) Allowed Load (ps) B1tc. -.. FBC20I7/ TC: 036(1.2) %b1M ODI i, LH99 7 L/180 TCTL: 20 TR1-2014 BC: 023(39) V.U- QOIh L/999 7 Lf240 Tcr.L: 7 RpMbrl—: hb )NW: 027(2-M CL• n daT 0026 2LI999 (1-1) M1120 BOLL: 0 nOL: 125 % I Cva/0RU-1 001 n 2L1999 (I 2Ln20 Reaction Summary I 7r Type ftC—bo BrpWdh Maeial Roapu4ih M.PR M.G vLw M.Widlbf8 Max[ba 9 Pn(M1 I 8b ConQMasnry 300b 2032bs - -9811s -981 bs 6 t-M(Who I 8b Cn M.Tnay 3DOn I 1496s - -I251s -I25fs Material Summary I Bracing Summary TC SP(AISC&2013)k22x4 TCBmcg 9relaaiorlixisa163-0,Ra5ldegnbyCfnx DC SP(At9ti3013)t22a6 BCB+adg ShmtW.P fi.&6-341,BaGadeaynby3'na Wlbs SP(AL936-2012)t3a4 I Loads Summary I)Th'ssslashsb-&4,-, lforf!drasdeo 10pib— dad fuetedpisdadbad; 2)7hb stub-dq@Wf.t—Taaotaidba&h ml—iu k 7-IOnh hefobufwuxddridipt 160n0uV=t;Exp3—Qrv1yEid*4Cnbefip.BuXm.6gaY11(I UMLO—Mug i)irrs4Ofix47331th-15ft11xEndZ—T.a,N*.edwd+o 63.dDQr160,OC7meWdh4fL 3)M'n'munmagaalvd%g iiamdamm4iTBCTabk 1607.11nsnnb—pprw Load Case Ir1: Std Live Load Point Loads M4 T—ixr 5.i. Lmd TrbWih BaChd 1-242 D— 847bs 24b TopOd 340 To- 3065 I BaChd 3." Damn 36s 1 ToPOd 3412 n� 421s Baa,d 3-0-224h 32 L} 21s 24b 124n T.pCh1 B.Cd 4-" 4-0-0 Damn UP 42bs 2bs '24b TbpChd 5-74 D— 421as ;24n BaChd 5.7.4 Dip 2bs 124h TopCd 5S0 Dann 30U BaOd 5&0 Dwl 3b j Load Case DI: StdDcadLoad . Point Loads Monte Daa6on 6>sm Load T1bWuh BaM 1-2-12 Dmvi 720bs 124b TbpChd 340 ro- 61s BaC,d 340 Dmn IObs 1 TppOrd 34Y12 Da— 141s 24n BaChd 30.2 Dunn 20bs 24is TopOd 4-4-0 Damn 14ft 24b BaO,d 440 Dorn lobs I 24b TopOd 5-7-4 Daan 14bs 246 BaChd 5-7-4 Dwm 20bs 24b TopCM 5-M Damn 61s BaChd 5414 D— lots Oka 2.5x4 L 6 1.5x3 1 aq-,4 gyp'— PE 76 STAT OF ANAL E�G ��\N / fIIII I BrianM Bleakly „ ,,f L Pin I Southern Truss Companies, Inc. Truss: D3G .,.�•.�'... .SQUTHER N 2590 N. kind Hig)]way TTrNamer hissDesi.�5. �3A In . TRUSS i FytPierce, F134951 Date: 2,212018 4�:07PM Solutias7M CQMPQN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pace: 2 of 2 Tim Nbsion:2017.7.1 [Bwld 2] Material Dafalmse veraoo: 1565 Span Pitch Qiy CHL OlIR CANEL CANTR PIM Spacing WGr/PLY 74-0 5 /12 1 060 04M 14-0 0410 I 1 12 in 401ts T .f..-1.--T7- .... C., ;c___ _i2 __-0364 633In (- bl? 7a ors I�7+In (-46bl 2-3 0228 2271n (-MM) 45 0.122 2251x (L2M) Ac 6.7 0.177 0 W SA 0231 547In 7-8 a137 -I( V 9-I 0?31 -547h Non 2-9 OZ4 -771 hs 3.8 0.105 3301. (-200 W) 54 n015 -2201n 2-3 0274 674In (S5514 47 0.093 12921n (4441n) 56 0076 2331. (-MN) 1#I LY_na�danx+�iA7677)P, I. AMIM 1-20075®n23fi9 11 \\\\\\ MI- BL !l/�/�i i PE 76 A C STAT OF 10 18plgTh" 1' Southern Truss Companies, Inc. Truss: J2 ',.. i 2590 N_ king; N&Nuy P��•�p, 4� SOUTHERN TRUSS Fort Pierce, F134951 Date: 2P-112038 433-07 PM cOf1p°` T�,6`�-f CGIAPArdIES (800) 232-0509 (772) 464-4160 (772) 318-00] 6 Fax P��: tot 1 hm Versim 2016.113 [Build 10) Material Database version: 1565 Span Pitch Qry OHL I OHR CANITL CANI•R PILES Spacing WUPPLY 2-0-0 5 /12 12 0-M 000 1-0-0 0-00 1 24 hi 711W 243-0 1-4-0 04-O 1-4-0 2-M 12 5F— 1 B C,14 C,1B CJ8 CJ8 0-0-0 0-" r 1-4-0 2-0-0 Loading General CR Sumrmry Deflection L/ (loc) Allowed Toad (psn Btl9G.1.: IBC20171 TC: 0.10(2.3) 3hTm, NAP LIM (4-5) 11183 TCLL 20 TPI I-2D14 13C: 011(5-I) VnLL• Ontr LOW(4S) L240 TCDL 7 Bq,Mbdh . tits VAb: 6M(2.5) Ct/CRTL• ODIb X1999 p-q 2L/12o BQ-L o nOL: 125% I anvoHU- oh 7Lr999 n-q 2Ln20 BC11L 10 Wb 00I n 3 Nk!QTsa 0&"'YMeb (15-142-311) (2D413.13901 (5.14I349D) I Reaction Summary Sr Two B,RCo bo BgW±h Mae,b1 tlgdB.Vmh MmR.4 MaxCxavUri Maxlti,dlbNc M.W Maxtixa 5 I5,(llhl) 1 sb Gq Mnq 3D0i, M6bs 692s -M bs 93 bs 4 TfMcr—) I iS i, - 3M, I 811as -44 bs -43 bs -44bss Obss 3 HM(r—) 1 IS i, - 3Mh 361n .30bs -27hs -30bs ohs Mate Irc S1(Summa 22ry Bracing S,4 TcBm6v ��a,63APf dj!.yo(— BC 9-(AIS06-70t3)A22s4 I Bcsmdsg 3.,hdwP.,-.a11000,P f dcpbyQ- 33Yc S(AL9CS-2012)A32x4 I Loads Summary q•n,6nsh"b=diiavdfmfedT=dxbl0pdb adadT, badpksdwdmd 2)n,sn-I,asm-d�alfb+t—Tagfwal &,h,..,e,. ,. k9M7-1o.+,trrwT:grad„m:s.rc160np,w•m14Evoge-%IyEjd3 4C-bVKP> algaYIIO'IDo>.oealBeg Di,.40ftx4733f(h-15f,l,bWZ—TnmN-*ca4w,bo �adACCwIlD,CCZarcWdh4ft1 3)M...—mn ges4:ba&6h.=&d . W,1BCTabt1607.1 h—b—pptd I Member Forces Summary TabT:*r&.=MenbsM..(s7,,+,axaxhlf�( ,o raaadrae fnynnoxaxblf"O 7C I oDsa -7sta 2.3 ' OMI -ub: BC Z- 0D99 Ohs SI 0.114 931x (-19bs1 V.ms 2-5 aw 219bs (4256s) j Truss -to -truss Connections Summary In aniATnss Ca f-mT— cem+,aani aaab Tt3 72 CI8 2-11-0 315dq; Tr17 P_ C16 2.11.0 5dq; \��l /�// r;7f Tr 7 r_ 06 z-11-0 315dq; TI23 32 C34 2-u.0I 45d,g \ S Notes: � � ��-� �' GEN F•�` .�- i i I)Thsds(j,5lxuodosJSCE7-IOas,deCxdby7Ttridat3aiDgcude 1 P E 76-115 2)WsCRandFirzCAaMrwd'alasdhQ¢moldiTtinsdsrbFelz+dplslw,q,maipo,aaofddlmnduebdadkad�„P,�asT2tITL+(Kc-I)tffiIllsaamrdarim,�,A1�91fP11. � __ // 3)Aq.Bymmolf.—,Cq-1.13,hasbanappUo epbeboal,cman ,d,*,I ,!,IWb, N TnmMarodan KAt3lfpf 1.2D02Smbn242 4)T , mmm®onsfmgmph®1•nnpmcnmdy Ahare' rohcrnnaalraomunshalbapmdadbi¢ahemax roaiona,d,PSh#m nnf,eRe,au,9namY• _ a 5)Liad.nd pTfi-dam .d.MwTxsa,ymaM STAT OF f NAL x3IT(7;Ampyofd,cd's�,3mlbefimid,sindmmasm,rzmr.Tte nofh's:,duifbl�'sbamlmds,,dbea,dre;.,:anasagyWbYkTr,�Mandaa.cand,d¢s�mfeamaaq andompLamoffe:dome�,sTfM,by1,e13„hGg Brian M. Blealdy 1)�S,cAs:slm/,'sdsawi g'nt aea.�sanonfpofaEadaiBna:gses'vg'fahemsaxspa,msdeysslwn9sfemva pagaMle"IsrryobrnTs,fmrev,&CmeaTWeC'�gefaaddiorbinfamay.Aloxnmorpbmd.'be nunufanadb�Smpvn9mg-TeCon,pury.Ircna®,das�aa,FSk 27Q.A1mabsrplaseseE1pr,gS,mka;le�bipheme'sfoGseibya'-iS'wh'd, i,d san l8ppagepbgar'5JIS,utid,id'mealighe.mil8pugepise zs90xTc�Trrd.aTsaeTT3+9s1 Southern Truss Companies, Inc. Tiilss: J2A -` I 2590 N. kin vm .SOUTHERN � Hi� Y ProjeuName: 1833-A-rn TrwssDwg,er. dt,c TRUSS Fort Pierce, F1 34951 Date: 2f210A78 433-0SPM carlpmelA o11A/a5 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: t of 1 Truss Tr,s dial: 2016.113 (BuRd 10) Material Database vlasim 1565 Span Pitch Qty 0}iL I 011R CAWrL CANPR P1JES Spacing War/PLY 1-0-0 5 /12 2 0-H 040 ON 0-0-0 1 24 in 4Is 12 5F— d 2 T1.5x3 1 1 1 N 1T 5 3 1.5x31 4 a D-C MM Loading General CR Summary Deflection X / (loc) Allowed Load (pan Bt c4Dde: FBC20171 TC: i OA4(1-2) 1ht0M... On L/999 5 L1180 TQL; 20 TP11-2014 BC: 1002(3.4) \MIL- Oh L/999 5 L/240 TCOL: 7 PpMbrl-- \is Wb: 10.10(1-5) H-at on 2 BC[Z: 0 RUL: 125% oupr jt -20 BQL: 10 PheCB'ss(k XYAM): (1:1-23-390.) (52-123-M) I Reaction Summary j Jr Tvoe BreCanbo &e1;;det Matabl R4dBmWdh M.Rmd M.C—tw MaxWndlblft Maa13>d'1 M.%iz 4 lit(NhI) 1 Sn Coma:Masmy 300n I 56Fs - -3 bs -3m 44 bs 3 HM(rms) I 15h - 3AO it IOm .3m -4 bs 2 IflW(r—) 1 1.5h Mob 29m -36m -361a OU Material Summary Bracing Summary TC SP(ALK06-7013)422f4 j TCB avtg 9mbdo Kd.at6-3-0,P fnd.*byM— BC SP(MS062013)922c4 BCBmft Sh t.Juhvbsatl"AP.5tdc�mby0hea WAA SP(AL90.2012)tr3N4 I i Loads Summary plluntsl4ssbmtdsp�drdraxdraaexo lopdhoaywerotd l,emdpl,;�dma4 2)Thcntssinsbmtd�tdfortiedi'esofwidmdsne®di�u�t/3�7-IOt�thefoUtt:nuchi'ml:ip¢ 160mphuV'maGE<pm�aoeC,TvyFnlx�Cnbl'Hp,BudiiigCatgayll(1-IAO),(1.va6Btl8 3-40fbc47334h-15f(Tbt&dZ—T.0 ,N.idrrerdw,b-6&aiDTr I60,CCZa Wdh4a 3)Mnirummregntvmd'ngnaamht�xttatTBCTabE1607.1 hurottmiapp6d Member Forces Summary TabbiieoksMorbclgm=CSI,m uhlforQ(maammprf=ir fomtfom a)hlfdma Tc i aa36 -32w .r- 33 OA18 ou 4.5 0018 44 hs -swl vAbs 11.5 alo0 -32m j Truss -to -truss Connections Summary 1D Cartid`r— ChrtvnaT— C-imcffm Aaeb / Trn P_4 C14 2-11-0 315dg 1>rh;s��l>�mrs>:E7-loaardoetodlylxlQ7FbniaBuAf�BCad: \\ -Q— � � � / 2)1htCRafdNoaCRarc4cwimlandlveanlddhias6xo6emdplatmapmnryvwMhll»atdmod�dlndamr�ssLl�liL+(Kc-Ild13i11x-ha®rdanatt+tAT3/rFil.. \\ � � �\G IVS� �� /, 3)Aqmiywmolramr,Cq-1.13,hasbmtappLdohepbeh=].!is�wt—T.Tdbyh T—Ni..f.—poANSINKI-2002S®n242 \ 4)Ttws4aetrstmimion'sfmgiaphialimpearinmy Atangaaroatcmumaatraa.>andulkpouiidosslxmutctamandtmtt9wnufnRmaon9mnmy. � � \ /_ srl�w��Bt�o,ul�IodMwrxsrnymdr� �PE 760511 STAT OF 0 ID RI ' ONAL �Il1I (1111 W17�Ampyofdfadagt9alhefmnif�otr¢ceatosrtasr.Tled�ofhisit&id,ainta¢badm acuardt�uaro�afyf�lbyheTmaMarulancardrd5upmfraovmq ardampl'm�affnnfomacon.Sfohlyir&af Brian M. Bleald)' Lt gcAsmlmb'sdmwig'.d'maaa>parmofpoRsYmlergmitgtcBoabky fmfrmsmn�trnad,%�dounSa:bamscpaB�dlx"lmpnarsldamacngCmealTbc'pagefvaddiiyaliffmnti-Alarumorphss#nlbe S—F--#76051 �t�aaam.too-,s<ttpao�t�-rIaeha�taaaawatEsrc-n6z.am�m®rphea�2A�cta�4�.,iphr�aroaambya=le"wnat�saals�,�pht«sxlswlidrndmaali�tetmnlB�yFephe 2590H1:nrs}i¢hA A34951 •�'' ' �_ Southern Truss Companies, Tnc. Tnlss: 34 .SOUTHERN 2590 N. kin � N1�way Project Marne: 1833-A� ThoD---qgna- dr, TRUSS Fort Pierce, H 34951 Date: 2212018 4:23:09PM c" 0 �"�`rm COMPANIES (800 ) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of] Tnss Version: 2016113 [Build 10) I Matcrial Database versos 1565 Span Pitch Qty 011L I OHP CANEL CANrR PIM Spacing WaPPLY 4 4M 5 /12 13 0.0-0 040 1-0-0 0-H 1 24 in 12 Ibn I 14-0 241-0 r 1-4-0 4-0-0 12 5F- 1 x4 I 4 1x4 I C.16 D3G CJ6 D3G CJ6 CJB 0-0-0 G-O-G 14-0 24�-0 1.4-0 4-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Lead (psi) BBgCnde: FBC20171 TC: 1013(2 ) T6tOC On L/999 (4-5) L/150 Tom: 20 THI-2114 BC: OM(45) T6sLL• OEIP L/999 (4-5) L/240 TCDL: 7 RefMlvlromse: Vs aea: 0IO(2-5) Q adCKTU ODIh 3-IM 0.1> 2L/120 BQ.L: 0 nOL: 1u% (afa/(>FfLm: ob 2L/999 o-I) 2Ln27 Reaction Summary Jr Tvrc Mcb bo &eTltdb M asbl RodEkgWth I M.Roa MaxG¢v16n1 M.Wdtw MaxtbBt M.HAb 5 Frn(Ml) I Su gx Gm —May 3DOn 227bs - -71 bs -71 bs 176bs 4 HRo7(rm) I ISb - 3DOn 41 bs - - - Ols 3 HM(rnas) I ISb - 300n 65bs - -67 bs .6/bs O1s Material Summary Bracing Summary TC SP(ALS35211310220 TCBra6ft ShmExd«lja5saf6-3$FLande;enlry�xas BC S(ALSCK2113)422x4 I BC&a6v 3imfxd«%fr a104 ARe.dWby0has RBs SP(AL9]f21i2)M2.4 Loads Summary gTn's.,ffiI�Ixs,ae�mtr«(ter�aaeo lop�(noo�ne�aarNtmep(,saaemas 2)Th's.,�1>uhe,fdf�elr«e�edfead¢;,ama:�aa:.,lan¢¢�.�7-10¢+,(,ero��,�ea:�al�xa IwnpnuB,mgBxPo�e�r¢r,•F,.�,enlbtrp,�a�gen.�«vnp-IDo>,o+e�oBt>e LTns40ft4733fth-ISftME,.dZ—Tr¢s;N1dwred¢drrnrede L=L-IfD,CCZ—V,rdh4R 3)M'nnaan �affari:lndmnaonrdantss�ilBCTnbrlw7.l has�hm�epp[d i Member Forces Summary TbbhffimMebI qJQ. CSr, axaxwreM(=xmgr.ra�eaafe�a6¢ma�xaxalraa4 TC 1 12 0112 -IL2 2-3 0.133 4/1ba BC 45 Q09I Obs SI ODai 176bs 0214 PBs 2-5 0.101 315bs (-163bs) Thins-to-tniss Connections Summary 1D CvrwT= Q yigTnss QmneCli� Armk TT 8 34 06 �,5 a5dg \��\N M -I E3 II��1if, TTIs P C16 5-5-15 315d g Tr1 Jr MG 34112 9oa� Tnl Jl D30 4ao gaff= TrI d( MG 5-774 godg PE 7 � x I)Th'sd�gns6aadmASCE7-IOazfdeemitry1tE17F1xiia Buff gCode �'"'E 1 �. 2)wa(aaa(3aaotafaa�laml�oaal6n�e�eu'Kb,ap(�+Pox,�„dadl�aaaeof¢amaamwmes>�n(ztll;«-I)x>aLlx.�aa«fw—ufA7srtH1. � j� 31AgrraTiYmmolfaax.Cq�1.13,lesbmfappLdultptfthcalr�afmdsyfvabauspmfi+dbyrwTfusMuadanucpcAT3I1P(I-2T02S®m242 vvll� ' +1 s� 1 a)Ta� �. ffiaya ®�r«gad ®1: �m a a a«d era aaa ea. aroaamePa�dmbt(�aax a �oa.aawu �neRa as sa dues. STAT OF ^ `��10IVAL E�G ��\\ It/ 111111� WnCEAmpydersda;�shalltfumBsdolea®mmf¢amr.Tird�adh'sid,�lnrx's6amfonnabiaardr�uvmissppklbybeTnffiMamdaa,cardrdafPfnarameaq ardaxnplsx�ddfenfofffaum�f«hb,ft&fNng Brian M Bleakly r1°�rAsalonlf-sdra¢ig nrTm�ampmfmorPnf®ef°lagiimilBY®tlyf«fc�mmpunud�nsAwn�7tmcpaSufdhe"Imp«nraidamovf&GrnalWa pagef«add'nnlirfamafmNmumorphes9olbe SevaEta r-416051 __ __,�.e__..._ ......r......,-•.,.:..,....e.,.,,a.ca.nly ex�..,..,'..heea�eatvarmefmkafrsmfeiMacse'sfa►xdMa=18"¢t�fidmQan lBmtttoz4«StlIS'.¢hffi idmaeli( fa�ISppf�Phe >—. S ibF Rti..n Pi10514 Southern Truss Companies, Inc. Truss: J6 .{.. , 2590 -moss N. kin Ili wy a Projed Nime: 18.'i3A4 n .SOUTHEIRN �' Tra%Dng1er dbc Fort Pierce, F134951 Date: 21212018 4011O PM CompaJem Sohrtioc2sTM Tn>ss CQMRANIES (800) 232-0509 (772) 46411160 (772) 318-001.6 Fax Page: 1 of 1 Via¢ 2017.7.1 [B61d 2l I Material Datab35e VerSILTJ: 1565 I Span Pitch Qry OHL OHR CANEL C.N7R PILES Sr mg WGf/PIY 640 5 /12 12 04M I 000 ]1l0 600 1 24 in 18IS ' I 6-0-0 � 441-0 i 1-0-0 I 6-0-0 3 _ 12 5F- F N 1 x5 I 2 V 1 2xs 1 T4 5 1 x51 FCJ87 C3G CJ8 14-0 4 1-0 1-4-0 6-G-0 Loading General (NI Summary Reflection U (Ioc) Allowed toad (pd) BBgGn&: FBC20171 Tc: 0.46(2-3) V.M. ON L/999 (4-5) L/180 TCLL: 20 TH 1.2014 BC: I 032(5.1) 1hd T 001 h L/999 (4-5) LR40 TCOL: 7 P pMbri—: 5s NBI: Q16(L5) O dCHTL• ODSh 2L/505 (I -I) 2L/120 BCLL: 0 nQL: 125% I Q.UCHtl_ OD2hTp 2L/999 (I-1) 2LI12D BCOL: 10 ArzCk OD2h 3 Raeawjie%gA st (13-142-3A) (2D 3-9.901 (5:1-03-490.)1 Ruction Summary Jr Type BseCombo BiRNBb M tail RodBr¢Nlibi M-Raua M.G.AtAft M.NidLw M.tm Mazttosic 5 Ph(Nbq 1 8h Cm Mawy 300h 292bs - -911s .91 bs 223 bs 4 HRd(rms) I ISh - 3DOh S21a - - - - 3 HW(r ) 1 ISh - M, i 126bs - -116bs -1166s Ots Material Summary I Bracing Summary Tc SP(AL9]L20)3)K2h4 TCBmft 9saMlorAa6aaz634),FLrFd�byGhea BC SP(.4L9]S-2013)P2h4 BCBrecig 9r�fialor}briaa11004),AaiadognbyGdas Nibs SP(ALSO42012 ON4 Loads Summary 1)Th'sbffihasbmsdssidfor(edTes6.b IOpdboe>rndxzd5vebmdplssdadW&- 2)Thimshaslmidsbdfhrts T=aruWba&-haaardmm%WckSM7.10uishloU%itrtrd:iad'rya¢160n#ulirree,TScP—e,"Ed.AGbWipBuBftCatgosyllg-IDOA0—IBHg Diaa40fbs4733 Rh-15fiTFa&dZ—TmgTFthe•odurbm(cibeLDQr160,CCZ—Vrdh4 Q 3)Mii,—n geecHnS.i, o= n..ihTBCTabk1607.11avpbmiappTw Member Forces Summary Tabbtdm¢MmbeigmaaC9,rtuzaznfoq(mazmmp.fanxtiddlemfommaxa:bllo¢) T'C 1 ? QI91 -2S31c 2-3 0.458 .105M BC 4-5 0754 Olss 5-1 Q318 223. (-486s1 Wb} 2-5 QI56 491 Is (-271 bs) Truss -to -truss Connections Summary n5 Carti36 cT ffi Ca 8OTa 4 7f5 M cis 8614" 315 d,, TT16 J6 OG 66112 270dg TTI6 J6 OG 8012 270d¢ TT16 J6 OG 10412 270de; Tf16 J6 Ca TT16 36 C3G 13.I 14 270ftO II.11a 270dg TT16 J6 OG. IS•I I-f 2V4 / r']C 7 r L ; Notes: 1 I)ih'sd�'sbavdonASCE7-IOurdemedbyfr:2(77AaidaBulJhgC� F t-`�� 2)VnOteMFkrcdtartlsew�lardiv¢aml6ahiaudu:bheladplaimapmsnpaexofdibrimdueodasdked,mmpuo]asIIil ll.+(i;n-I)xiM I7L'naoadansxFhAT�IrPI t. \� �''�`'' �� ! 3)Aq iymunlfa—,C4-1.13,hasbmsappi oiq,beb—I.im ed.�pSveLauT.ir,EbyheT—Mmed'aou MAMfM 1.=S bn2.42 STAT 4)Tns-o.>esavmmbfagaph®I'rmp�eonmy Ahangcoro2tcavoralcaamion9a11-pmiidbesfemusedniaadupHldpwshlxRmaas9 ry. / � ! „ �l � 5)Iiafwids�:flcoaiosskcsdmMWFRSOryivdrg % O \\ � ��'�a� f ��\ `/./ONAL E�G ��\N S TS111�A¢pjofA'sd �sm9altefumduuiotwaevnmmaar.7ledq�olfwidivd,alnn5'sbaedmd5gna'vuasdnsry:e�cagyf+dbyheTnc'cMarofadaaMrds;s�mEraaaaayasdaxnplsssofheis(mm�afosfibyheBuiBg Brian Bleakly memdantdbiSmpsn9mgTeCanpvrylTmnefmdan¢wBSE4t-27R.N rymvmofpks6arz.7DgacgS>s�lrsymfulph�mcsfob+albys•"ISwloit�rsdmaan l8gasgeplKaSV IS,uhfi isd®esah�se®n18 ee:�l� S=Eng-476051 I Southern Truss Companies, Inc. Tuss: A SOUTHEpN I 2590 N. king Hid%aY ProjectName: 1833-A- n Truss Designer. db: TRUSS Fort Pierce, F134951 Date: 2221n.018 4:23:10 PM � � •ram COMPANIES (8 0) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1of2 Wsia2:2017.7.1 [Build2) Material Database 3crsom 1565 Span Pitch Qy OHL OHR CANrL CANER PI1L Sp.,g WCTTLY 8-0-0 5 n2 36 am am 1-00 000 I 1 24 in 241m I 8-0-0 1-0-0 6-BA 1-4-0 8-0-0 3 12 5[ '4 M 1 x5 2 1 2xB- T4 5 A9G fix' I A11G I 0-0-0 0-042 i 1'4'0 i 648-0 1 Loading General C& Summary Deflection L/ (loc) Allowed load (pd) BNgCude: FBC2017/ TC: I082(2-3) 16tQt O.I8n L1403 (43) L/180 T:CLL 20 7PI 1-2014 BC: 055(5.1) VALL• OD5h L/999 (4-5) Ln4O TCOL 7 RglMb"—: 3is Pam: 021(2-5) Can/anl: 0.16ntP 2L/153 (1-I) 2L/120 BLTl.: 0 123% I G d0:41•• OD6i Lr 2Lr375 (1•I) 2L/120 Hx BCDL: 10 zOC OD7b 3 Fhe(Wss(7mS.•Z4.s (1}I42-30.1 R403.590.) (5:1-03490) I Reaction Summary I rr Tvpe BmCanbp &elWh W.H.1 TWBgWth M.R®n M.G-um Ma WALIB'i Maxlw MaxHxa 5 Tfi(lt'elJ I 8n CwcMcaxvy 30Ou 363Is - -I146, -1141a 4 HRo3(r—) I ISn - 3DOh I 1211s - - - 260 bs Ohs 3 HM(r—) I 15n - 3DOih 183[s - -162bs -162b; Ols Material Summary I Bracing Summary TC SP(ALSUs2013). ,4 TC&sdg shmm«w�a16-3-0,n a dspb,•a� BC SP(AL906-2013)922x4 BCBmntc 3ialxdorAaFsaa1043QAaiad�nby04va NHs SP(AL93:2012)432x4 Loads Summary I I)Tn.n-hasbea,d.rorWf<kdrm&.UlOpgbp dxrdbetndp3sd-dlea 2)Th'sn shxbmi elforliedlaEofwidb�dsnaatidan¢a7i49�E7-IOxti hfobang��dSaliipa 160mphulinetEvpnays�FWyF'nixa�CabBFrp,Bpdf�(S4aYR(I=ID0),O+asIB1% U-400x4733%h-15%llb Z—T N:B.ad.&-M i=,IAO,OCZ—Wdh4k 3)Mhi—s rn.i-ba&r.iiamr�TBCTabN1607.11nsro1b-app.d Member Forces Summary fibl h& a Mpnf�igmexC4,maxaxulfpq(maxmmp .fq¢dddraeafan naxublfa¢) TC 1-2 o31g 3nba 2a osls 134 bs BC a-s a5as 0ba 1sl 0.547 z6olas (•63N) VB, 2-5 0211 664bs (405bs) i i PE 76-G5i STAT 'OF ` 0 �� GRID,%�� /� S/�hIAL 0 ��x ��IlIf111� hrRICEA¢IpyMd�6d6�S016ErIm6�DfCcaSot�¢n�aRlf.Tllt��n0(I16ifdndCl'IH55)BSdOndnatTfiMdlD?lmpT69FPitibY4CT�ManU(adte�d�3SppMhfdmTd9'aMaxOrdCi�rOmaIQ149r0�hbYh^g B12an, LBleakly I)�yicA�imh'sdlsung'ridme;amra�ofpmf�.ales.miig�m�biysiHyfaMugmmporienL�9m�n�sdxm�cp�grrrdh"Impmainfomoepn&GmsN fpage(vad&dWifa fin Aimm.=rpbe;drilbe S=Eq_#76051 mamdanpeSbySmpvn$prig-reCmyartitiron.anda�•a�,em-n62.am.saapha:�gassgSwshe rsdp>ae�e'sroua5by.�18'wtai&.m. 18gJvuTWbgor•,W IS,. d,id s hj0h .b.ISpp�gephe V•� 2t90T11:.>°s}i4hRRr¢F33a95i i i Southern Truss Companies, Inc. J8 ^ •"" SOUTHERNI 2590 N. kings Mghmy Them D si d �7 TRUSS Fat Pierce, F134951 Date: 221P-018 423:11 PM CompalThrmhma1s76' COMPANIES (8�) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pao : 20£2 Trtn�s Vu9ax 2017.7.1 [Bt0d 2] Material Database wNion: 1565 Span Pitch Qly OH1, I ORR CANTL CANTR P= Spac,-m- WGT/PLY 9-H 5 /12 36 0 0 0110 140 040-0 1 24 in 24 lbs Truss -to -truss Connections Summary ID CartitiTneS Ghm%�eTws Ca+YieGR?a i AmJ: TT- 18 A9G S412 90ds 7r2 is A9G 10412 90dg 772 13 A90 12412 90dg TP- Is A9G 14412 1 904 TT2 18 .490 16,0. gods Tr is A9G IS412 90dg TR is A9G ?o4i2 gods TT, Is A9G 22412 904 Tf2 33 A9G 23-1-0 Ala& T72 is A9G 24-74 904 T72 1s A.G 26-74 904 Tit 1s A9G 38-74 9odg TT2 13 A9G 30-74 90ds 772 is A9G 32-74 90ds TP- 13 A90 34-74 904 7P2 is A9G 304 Soda, 7T2 13 A93 3844 90dg TT7 is AIIG 3412 270ds T77 is AIIG 10412 27Dd!g 7n is A 1G 12412 270dt Tn 38 AIIG 14412 270dg 7T7 is AIIG 16412 270ds T77 is AIIG 184t2 270ds Tr, 1g AIIG 20412 270dg TT7 is AIIG 22412 270ds TP is AIIG 24412 270dg T77 Is Ai IG 26412 270ds 777 is AIIG 25412 270dg r7 T13 AIIG 30412 270dg T77 is AIIG 32412 270dg 777 38 AIIG 34412 270dg 717 is AIIG 36,012 2Ndg T77 38 AIIG 3s412 270ds Tn is AIIG 40412 270dg TT7 18 AIIG 42412 270dg Tn 1s AIIG 44412 270ds Notes: IlTlicd�l's�ffimA�GE 7-IOas�daamlbydie20171tzda 13uifngCbde ZJ3MQtaM}ircCRnrtf�enalardho¢omldllxtiacd�rbf�chadpisimeyampvntofMlxtimdtrbd®dlnd,mmpndasi2il I3.+(f;a•-IlxI2ll IL"na�darcew7�NSf/11i I. 3)Aq�afrywriolfamr,Cq=i.13,}asbmlappW biKphlehmalmsa�d�nvdlasacgmTdlrydieTmsMemdamcPeAT&IR'11-711025®n242 4)T�oss;muxtaxl'sforpaph®1'nap®emo'�M AFa^BaorWrmunralcnv�n9a06epoedeiloc'sErmazrmai7nandupir[fio�+nnAdtatim9munay. 5)l�wid�Hhaaast+�mM W FTtSO�kad�g. I I i I I i l PE 60 x� ST�. 1 - �1111 1111� N3nCE AM nrton�(zamydbmyd$nmtslmpimdajw:n�d: ,aeleTb4seC:.nmn0 w au�011orcrin,oar��daarlmo�w�E4s1-2762.Almrc�m�vr'opbaE��nwrtslmtigawigSa>and��hesgbmwrc�lpl�eive'sfpoaEmaidbyka^=tm18'wiimdw�ild�nsademn lda8ctplLug�ir�5txaa'pIBro',awatdaidcmmiim�admrlaera�aloia�f�fnbiAdta�rtau�msspfla�fisl+attexH�ifnB 2590TS31hsG�aen}M&ialaLRBl-1dy m=34951p.nm18 a Southern Truss Companies, Inc Truss: V12 - I 2590 N. kin bTighwaY ProjectName: IMA4_n gncr TrussD�si dbc SOUTHEAN TRIO SS j Fort Pierce, F134951 Date: 221/2018 4:23.11 PM Compoozot te n, COMPANIES (860) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 Truss Vemc : 2016.113 [Build 10] i Material Databa a veDaDo: w Span Pitch Q(Y OHL OHR CANTL CANT R P11E3 Spacig war/PLY 12-U 5 /12 1 0-H I 0430 0400 00" 1 24 in 36lbs I 1z� Ba-0 ) 6.0.0 6-M 1 z o 0 I 4x4 - 2 12 I 51f—5 12 I 4 N 3x4 - I 1 3x4 - 3 1x4 I G-M 0-B-0 I 12-0-0 12-" Loading Genera] C& Summary Deflection L/ (Ioc) Allowed toad (per) Bidgcadc FBC20171 TC:' 062(1.2) VhaL Oh UM TCL: 20 TPI 1.2014 BC: 047(3-4) *aT Oh1F L/999 L/183 L240 TCOL: 7 %pMbd rc: I& )Mti: OD5(�) H CR-- Oh 3 BCEL: 0 DOL: 125%ar.QQI,is�.xg--2o B: 10 Phew-(J aakw-t (1.1.2.0380.1 (240113D) (3.1-2-OW - - Reaction Summary Jr TDP B(RCuMn BrRyAth Meb1 RgdBgVh4h MuRea¢ MuGaa Llhf4l MaxllMLbat Mu[b5ft MaxHx¢ 4 HRo➢(11hd) I 144h C=wMamwy 13da 311 bs - -e bs I Pn(Rhq I 144h G.M.O y U*-n 289hs - -106bs -431s Obs -106bs -361a 3 HRolCQl 1 144h Ga Masmy 13d . 289 t. - -106bs -106bs Obs Material Summary Bracing Slunmary TC SP(ALS062012)R32x4 TCBremg 9.A da TL,i"6.3AP1.f doy/Iby0 nt BC SP(ALSCODI2)t/32a4 BCBra6g 9chMlorpx6ssa,6.3-0,ArG1d�ylbyQhas NBs SP(AIS:62012)ON4 Loads Summary I)Th'sauatasbmlds�fgrkdfasd,eo lOpsnoundvd5VabadpWdxdb3ds I 2)Th'snssfesbmid�nifarkdi�ofwid km�naoada�iYv��7-IOwf,kfW�ng,exrddrel'm, t 160mphuVire�E�mueCFWyF1�,Cnbbi�.ButrligCaeBaYBQ�1007,0.vaABk� Di, 40fu4733$h-15fkWEdZ—Tmgllric.ou,b- 3,aDQrI.60,OC7meWdb4ft Member Forces Summary r� �MTnmaxe.wa a.�1rw�(mft�addreow�axhvg� LC 1 62 0.620 188hs (-132bs1 2-3 i OMO 1881x (-182Is1 BC 3-0 0.468 1]Sbs (fi]Ia1 4-I 0468 Ili bs 63 bs1 vJU 2-4 OD53 -186b, Notes 1)Wsd.s pkb.AwASCE7-IOa of n dbyk2017fbdj BatlhgCod: 2)4tCRard1b.CR..j_,ri®IsMhucamldib=,cdu<uluebadP4slm'Wm^pawafddl-dmndmdWAQ pmd.DfLU+ & -I)-W DL'n—d—;h.4TS11M 1. 1.13,hasbmhappWokphehoaln sanw&*v inuspvfWbykT=Mm1fa—MAl-H/fn l-20(RSmon242 \`L 1 1 1 1 fI / /I/ // \``V, 1 3)Apmfgmnv 15",Ca= 4)Li*dwW pVt—t-W.MWFRSQda'6adsg \\ \GENg4�-.`��%� y / PE76 1 STAT 'OF 0 `. .,4 OR[1D `/�.70NAL ��G �`\X �f! 111 111� TS7nCElmpyofb's��aTbefiun oieemna*nor.ThedSgnofh's'rduiialnds'sbavdmd mnaim e,d,�u'mrewsQp[dtrykTn�Mandaacand,dse>penirsmaaq a,dmmpia�gffmidametim�fodhbfleBluNN rg Brian M.Blea* Dei�cA�lmindmwilg'ndFnLtaospmhmgfpof®a,olag+mG{gn�a�:ys>tfi'fortrcfussmmpanudapfshvart5xkmw'paps,dk'7mpua,aTdomaem&Cnnaliitd'{nyefaeddimalidartrmdmAtaxu�'pha9olbe hmndamaddbySmpsnSmgTeCan{e,Otlrchaegda�wEhE9L2762.Alaxm®rphesartNigcgSunLakspaifdphes'ee'sfdm�adb�a-18"wluh:d®�an l8pupxphgor'9Y 18";whifi id�aati�man l8ype he SmnFn&176051 2590mG-HshR H34951 i Southern Truss Companies, Inc. Tn1ss: V16PfnectNafne: ;`1 < SOUTHERN 2590N.king lEghway 123-A-Ln TnnZDLsgner dr- TRUSS i Fort Pierce, F134951 Date: 21212038 4:23:12PM CanponCnt S0IBti0R47M COMP N IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ION Thm, Vic¢ 2016.113 [B1n1d 10] Material Database vemoti: 1565 Span Pitch QRy OHL 01-IR CANTL CANTR PUES Spacing WGT/PLY 1640 5 /12 1 04" 040 0-0-0 04M I 1 24 in 51 Ibs 16-M 84)-0 B-0-0 B-0-0 16-M 4x4 - 3 12 5F— I 12 15 4 C h I i 3x4 3x4 - 1 i - 5 0-0-0 0-M 16-M 16-M Loading General M Summary Deflection L/ (loc) Allowed Load (W) BI#Code: FBC2117/ ETC: 045(34) \blm on LH99 L/180 TCLL: 21 TH1-2114 �Bc: 027(67) V.LL• on L/999 L/240 TCCL: 7 PpMbclnneix: V.IWb: 013(4-Q Hb.CR on 5 B=: 0 VOL: 125% o pf myl(n--20 BCC ' 10 PheW=(J LXYMm): (1i•2-03-8,0) (300313D) (5:1-2-03-M) Reaction Summary rr TYX B,RC-It. ftwh Maeb1 R4ditWih M.R— M.G-1W M.Vwlbfdl M.1w M.1blc 6 HR CMI) 1 192h CW Manq Wm. 7 MU(Wp 1 192n C—Ma-ay Udaasys 2826s - -152bs 2996s - d5 bs -1526s Ohs -65 bs ohs 8 MU(%A I 192i, CWne:Mamy U,laxn 1 MCAA 1 192h C—Masrsy U'1— 2Mts - -15265 193 bs - -81 bs -1521s Obs -81 bs 496s 5 HR CMI) 1 192n Co Mmsomy Udmmm I 193bs - -81 bs SI Is Obs Material Sumniary i Bracing Summary TC SP(AIS05-3012)4.3' 2s4 I TCBMdg ShalxdWAuis+u63-0,Ba6,dsgnbyOhas. BC SP(A1S1S2112)03M BCBang 9=kdd Psi"6-3-0,M de�sbyChaa vA s SP(A1S�2112)#32x4 Loads Summary I)Th-srs�hazband�d fW hedi'm;drco IOpl6mnd�ordivelpdpfsdadlnds 2)Th'svuakubm,d�fWfr�f�ofwidbad;nano,da,msh�7-IOwhhefoU�:w�s�df.Mipe 160mphuY:reSEs�aaveC,FiJyEsds�l,CnbliipBuifngCasgayB(1=11U),O.naBBlh Dim4D0x4733fth-15ftEdZWeTnMN!5 radwbmeideeiDOL-ILO,OCZm Wdh4fr I Member Forces Summary ,aMmn�rgma.m.m�xaxhlfaas(ma�ap•.fa�ddernea6omax a.�lf�, TC 1.2 0392 -87ls 3a OMS Mh (•71 m) 2-3 0645 2SIs (-71 ts) 4-5 O392 S7 bs BC 5S 0.192 94In (-55hs) -3 w 79N (•IlhO 6-7 02a 79bs (-II14 &1 0192 94 bs -SSW albs 2-8 0.134 4211s (.213bs) 3.7 0.082 Notes 258M (-2156s) 46 0.134 421 bs (-213bs) I)ThEdagn'shasdaM�E7-IOasd a�dbydrc207Ftnida&u7fngCade � 2)\btCRandtbaCRareix:venalaMhabm�ldllausdurohekodpla,m�m�rycmuafdthundu�dsdln4nmpmiaslMl 11.i(Kc_I,xiMl �ha�sdanxnfsNS!(PI I. \ ��[�Q �/ ��. �� --��` 7� 3)Agmiyo lfa �.Cq-1.13,1asbmsappkdnhgsbchealn�nmdgm%ahsas'cl6yircTmssMasufanwpeAT9RAl-2p254iQs242 �� GENS 4)1�lwidup50smaaslnadmMWFRSOiyloodng 1 \ � � � � PE 7Q STA.OF ORI� " �/ F 40 %jNA i i TJ]RCEAmpyofEwda�sdalbefomilnlo4mmomm�radr.Tlyd�Tofh's'.d'avid,al.-stradm�Saitmesdssquimse,ssspphlbyfeTss�Marufsacandsdss�mirsmceq erdarnpLns65afhenfmnsrcnstfosbbybeBuii'ss8 Brian M Bleakly 17�S,aA�lmfnsdrawng'ndmae¢rpms�¢ofpof®ralmg.mi,g,giarebiyvbyforfint�ampmnud sdv n�sfemscpagandin"Inipunminfmnadon&Gmalxoa"p:+gefaraddi'nalidmreionAl¢vsrm:DhrsdmThe g76051 nm aveibySmpvs�vg-TGCmgasg{brna®darn:wd1B32,2762.A1mma:rpbsem31pogSsmlales'uipbesue'sfofoaeib�•a`-13'wh'd,'rd'is6an ISp.s�p1SG W 9l' 13,whdsid'me:slighestas 1ap�ugepLG s»349s1 zs9oxx$a,aEti�nn ax,a Southern Truss Companies, Inc. Truss: V19 2590N.kin Frway Thwpm1z SOUTHERN Fat Pierce, Fl 34951 Date: 221/2018 4MA3 PM COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pam: 1 Of 1 Trucess U;rsim 2016.113 [BtOd 10] Maferial Database versiaL 1565 Span Pitch QLy OHL OM CANTL CANTR PLIES Spacing WGf/PLY 193-0 5 /12 1 &M GIN (M 04M i 1 24 fit 6511s I 19-s-0 9-10.0 9.10-0 9-10-0 1943-0 4z4 - 3 12 I 12 4 v> v 3z4 - I 3x4 - . 1 I 5 5z5 - 0-0-0 0-M 19.8-0 19.8-0 Loading General 4 S& Summary Deflection Li (loc) Allowed Gad (0) R%Cod~ FBC2017/ TC: 0.76(2.3) VnM On L/999 L/I30 TOLL: 20 TPI I-2D14 BC: 039(&)) VMM NAP L/999 L240 TCOL: 7 PIPM l . )Es Iva: 0.15(m) Vb at, On 5 BQL: 0 UOL: 125-A I QapFaa ,Y-2D &III.• t0 PheQTffi(J,aXYA,A)I (19-M-80.1 (304313R1 (5:1-2-03811) Reaction Summary Jf Tw- EkgG b B,RVAM Mabel RgdB•a0.Nb M.Raw Max Oa tw M.V"Lbif1 M.Lw M li„h 6 TTW(M I 236n Ca Maarny Ui m. 3931s - -2101s -210is Obs 7 HRol(MI) I 2Mh G—MAMMY l3domsn 1941s - - - Obs 8 HRa7(MI) I 236i, C.—Masxay USwm 3931s - -210bs -210b; Obs 1 li,(Rhn I 236i, Co Masxay ndnmx, 2871s - -126bs -1261% -60bs 5 TiM(Vbl) I 236b G—WMassoy tide 287bs - -126bs -1261s ors Material Summary I Bracing Summary TC S'(AL9363012)034 TCBraa,-, SmMorPA.-16.3411a6,dabitTyOhn BC S'(A-10,20C)11334 BCB.,iV- 9mixdorAa6sa,6-3-0,Aalnd-4,nbyCM. I V&5 SP(AL9720I2)h31s4 Loads Surnmary I)Th'sncalashmid�nxlfalxdfesdueb IOpdt+oamdardisetndplsdadbad;l 2)Th'b,—s asb=da�yWforiuWr=ofuMbads:,aanrdmmuVLAS/-IO,Ahderbig—dirodnp¢160mphulinaKE eC,FuyF�ixnlCabrHpBulis�(3egttyllQ=IDOLO.aaIBl DiM40ft4733ftb-15fkFMZ eT..;W6lwedw4arobeiWL-IM,OCZo.Wdb4ft Member Forces Summary Tabs:ndaQMonbclgmaxC9,mxaxhltoq( oxamp.toafdlfaextmmmaxaxnlfm� T'C 1-2 OLM labs (-1341s) 31 0.759 3411s (-164Fs) 2-3 0,759 3411s (-1641s1 45 0.705 1711s I- .I BC 56 US 92bs (-55bs) 1 73 0361 sou 67 0361 80h 8.1 0389 92M (-Mbsl Rtb; 2-8 0.155 43Sbs (-n5ls) 3-7 OD47 -128bs 4b 0.155 4881s (-285ba) Notes: )m J)7U&*p'sba.AgM°CE7-1Omrd—dbybe377FridaBudfnBCade 2)1hia(a,dH=CR t—il..d hi-wIddkt.Ac0ibd d®dba4—pW DzfIIL-(K.- 3)Aq,bfyaxmoffioor.Cq'I.I3,hasbmiapp[sinhgdsehb-al,eiu dse,vain,aas dbyQ,eT„ssMamdanuepcATHrtA)-mRs-fm142 4)Maid,q,BLmsxsta�mMWFltsQ+rjbod.,g. v / � ` �� I I \ � PE7� x STATeOF 0 Z 3 2e� fVAL E�G �\\N - �lll 11111� MnCEAW.fdwd.Wstnlbefamibefbleaom Brian M. Blealdy 1]sgwA�lon i,'sdiaaig ndmtta�„¢ofpof�olalgmrigre�ois6iryssk�fortnmism„Pu,evi�dbanSxl,emepa8c,rdfe"Impawrclnfm,aeon&.Ga,aslWcd'p,gefunddmmlidamaonAlmru,®rpbe:tnlbe 9+uaF�g.(f76051 mandaoaelbySmpsb9o,gTeCanpo,011rcnaamdanxai,lit-2762-Aimmmorphe:artm�sgeu�fespa>fblphes'vc'sfoUaetbye=l8"MFii i�d®aen lB�,g:pLgor'9YIS.Wifi i,diersaliphesn,l8�,ge{,be 2590MrCr-%&Iipi=RU951 Southern Truss Companies, Inc. Truss: V3 ' - 2590 N. kind liigbway Phss Dcs me � n� .SOUTHERN �� $$ ; Fat Pierce, Fl 34951 Date: 221R018 433:13 PM TM �F'Pp7 hiss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pag: 1 of 1 Versim 2016,113 [B»,3d 10] Material Datkme vmim 1565 1 ' Span Pitch Qry OHL OHR CANTL CANTR PUB Spacing War/pLY 340 5 /12 1 0(30 00-0 0-0-0 00-0 1 24 in 91h3 3-0-0 D 0-" 1.5x3 1 3 1.5x3 l 3-M - 1 Loading General C & Summary Deflection L/ (loc) Allowed Load (pd) BI%Coa:• FBC2)171 TC: 021(1-2) i61Qt Oil L1999 L/I80 TCLL: 20 TPI I-2014 �BC:: 0.14(il) VAU-1 on L/999 L/240 TCCL: 7 14PMbrl— is iWb: 014(23) V=ck On 3 IX BZ: 0 nt1L: 125 % I �-� OFkt',X BCLC: 10 P a.0fF -(Jm) YAu 1 (1:1.415342-11 (2'1-124400.) (3:1-123$90)_ Reaction Summary Jr Type BWComba BRiiidh mmbl Ma=Raa mpR Ma=Cra 1w Ma=VA duM M." M.".iz I oyd' as I 36b GM—M—.y ' I771a 7Spr - & bs -M 1s 197bs Material Summary Bracing Summary Tc SP AL9]i2012)02s4 TCBacig S fdorAuisa[63�PurLida�ibi0h- BC SPIKS05-2012)t02x4 BCBacng 9aaldaAa5sa163-0,Ah�ds,�hyOhas WN SP(X305-2013)P.3h4 Loads Summary 1)Wsns Wb®,&igWfvf e T &4b lopd n dndlwbadplsdadba&- 2lTnsnffiI,ssbm�as�edraa,eefaaorv;d mm�aoam,�a.49�7-Io"a,erroan:,�usdfd:q=a 16ompnuc,mKE�m.ecr y&�,c bLFrP,Bu�a�o�yn(t=Ino),oea7He>g DiM408=4733fth-15QE.dZ—T..,Ncii ,,dl-b-,siS--iD L- Il0,0CZ,6Urdb4ft Member Forces Summary TxbLi da�Manba'Igma=B,ma a=blro�(mmprrp raaare�6ammp a=blr� TC 1-2 0210 -1121s BC 3.1 0137 121 Ls (-551a) figs 2-3 0135 1471s (4W) Notes I)Th'sdeip'sf .A.A9CE740—dae albyi.207FbrihBuUf 9Qde 2)1h1CRard}hzdtaieixwtialandMfiemaldil edrbfve6aaPlsiieasymmpomuord9L�ndueo�aha4aznPmluIIil L.+(Rc• 0=FMI IxnaovdanxcsAA1,NVM 1. 3)Chbla�mnmuasbo dodtrsrM 4)Aquabya=molGm;Cq=I.13,haslmiagSxlolnpbeheatia msaLaasQsfaibylxTnasManadaxacryAT9IfB 1-2002SY-242 s)lisdwiaaPummonb3admMwFSGSChylxcdr� \,\\\��l M BLJ PE 76 1 STAT OF / 4 `//ONAI- ��I111 I11� Cff7CElmpjafdude pnzhalbefianAdodecafcnoxwamc7heAofh's:�iLalnsok�lmdag�aiveaidn�dm�aygdbyheTnssMand acaMida�onl�mracy acdmmplvwaofliebfoma&nssfarhbyheBuNgg BrianMBlealdy e;bncA�lmficmaa:giidmaemgcu¢rofPmfemnlm€imign�q�sbiJ'�roreenasarnpncpdc}m9oan�ie�me�ne'Tmporae7aroimmpacac.7wet'Iageroraadipalnroi,nauucAlom®rrbB3ialbe Sa,cE�m6as1 amtaou�bySmpsnBpcgT•Cmgs�;In:uaaa�dano:aAF3t-2762.AIarv�rphEsamlOppygSw�respdclpbeme'afolbusl6ya�18"uFidi:idusan lSgor'9Y IS;uhdiid®csnhghemnl8ppcgryhe 25gplyP.sSFT�AIS�¢A36951 Southern Truss Companies, Inc. Truss: V4 hsi SOUTHERN 2590 N. kings Hig�iWay T i% � f3AIn TR V SS : Feat Pierce, Fl 34951 Date: 2121018 4�:14 PM C«rpment Soldol-STM COMPANIES (890) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ION Truss Versiai>: 2016.11.3 [Build )0) 11 1vfaterW- Dalabasc %crsi= W Span Pitch Qly OHL I OM CANrL CANTR PLIES Spacing WGT/PLY 440 5 /12 1 040 080 am G." 1 24 in 10Ihs 2-0-0 2) M 0-0-0 1 0-0.0 Loading General CS1 Summary Deflection L/ (loc) Allowed i.®d (p.� BBgCade: FBC2017/ TC: 021(1-2) 3MQt Oh Lim L/180 TCLL 20 TPI I-2014 BC: O.I4(3.1) vnu_ Ou LJ999 LR40 TmL: 7 PpMbrl—: vs wb: 000(I) H-CR On 3 BC[1.: 0 120 L: 125'h (]apFsar,}�a�20 BCDL 10 T%LQr (Ia[)Cft.k (I:Ih1534t22) (2003-13D.) (3:14I53822) P.eaction Summary i 3r Rine ftCambo B:Rwdfi MMU Ma.R®a MR d MuGavlbNl Ma�0.MIIp5ft Max[bift Ma:FFr¢ 1 Contiwnbs I 48n CornaeMasray 156 bs 78pT - fibls S6W 12 ba Material Summary Bracing Summary TC SP(AL906.30 - *N4 TCBramg sl tWl liabsa110-0-0,R..depby0 &— BC SP(ALS052AI2)k32A I B.^.Bmdrg 9as0ialaMa 163-0,AvS+de 1ry00ias W(L- I Loads Summary 160 � uu,��B.aa„er;rvyF,d�,�ae�srp.�eae�.yrt p=Im),ouacevg Member Forces Summary T bt'da�Manbalama:m,rtw aablra q(maxa< p.ra ccderae¢6om aaxa=61raa� TC II-2 0199 -112U 1-3 0.199 -112W BC it 0.137 135 ba (•SSbs) � 1 Notes I)ih'sde�n nte.�mnAfi7-Ioasrtreendbyi+e2a7FnritaBukl'�cade 2)36tf7iandNazCR,rchwialardhaeoimldfi�ns8mrvelnap4straepmmpnurcofdltacnA�eode+dlndamPuoiaslHl LL+(F:a.l)rLxil Iz:+a®rAa�.hAT.9/iP11. 3)Cnbbrgaiss=&v bw dvdbrmg 4)AgmbyavoWra=,Cq-1.13,hmtvmappWntgtebmlre rm&WwlaaaspmTWb)te'r=MamJaa MAiSIM 1.27025as U2 5)I.iadaidt�idt�airmba�mMR'FRSQ�ymdig \\�� _1B� 1//��i x/ PE 76 1 STAT OF �. iO `..� Z3•�dQ� 0NVAL • 1111 11111� N7fl�AmpyMth'sdespns1e16efivnbWOSreammmmaar.Therndh's'nGSdalr�'sbamlon�acuardmpOmiersspp[dbyileTnnSMaacardrdarpm ixamaag andom(1v�ofOrenfmmimaefahby heHrlTng Brian Blealdy LL�cAssimh'sdmuigidme:aa�nnr�aofpofa�elmg'mirg�ardr&ys>liyfrcte�usoxnpmaadr�dwrtSxhem�a{nge+adie"Impaarvinfumain&G�ITk�^pc+graaddibalidartmimAiava�phas}mlbe smnF�m6051 mamdaav�bySmprmSmrgTeQm)mrylrcnaavdarm�fiESR-2762./Jm�v�pbsart20ppygrunt9;de ndplav�e'sfWmdbye�IB'wlidr irdawnl8g�gephgm'S11S,wtifi'adim�salighemnlSpugep:+e 25W?4r.-H&RW¢R34951 Southern Truss Companies, Inc. Tom: V5 SOUTHERN 2590 N. kind 1ghway Trez D"� �n� TRU55 Fort Pierce, F1 34951 Date: 202018 433:15P M Canpclxd sollIDomP*4 COMPANIES (s00) 232-0509 (772) 464-4160 (772) 318-0016 Fax i'�: ION Truss %-t]6.113[Build10] Material Database wr6o¢ 1565 Span Pitch Q(y OHL OHR CANEL CANrR PLIES Spacirg WGr/PLY 540 5 /12 1 040 OA-0 0-0-0 400 I 1 24 in 16lbs 1 i 5-0-0 54)-0 1.5x3 j 2 0- Loading General CSZ Summary Deflection L/ (loc) Allowed 1®d (0d) ftc do FBC2017/ TC: 059(1.2) V.M On L/999 1./180 TOLL: 27 TP11-2014 BC: 038(3-I) VALL- NAP L/999 L240 T=L: 7 PpMbrlme= Vs M: 0.79(L3) H=M, On 3 BCLL: 0 QOL: 125 % 0.0—R-20 BMU 10 Phtcffi s(Jnatme (1:1411534221 (21-124-M) _ (3:1r238.9(t) -0 3 1.5x3j Reaction Summary I 7r Tvx BmG.bo Ekgwjh Mavhl R4dl3ip.ltdh M Itma M.G •t)3ft M.V dLw 1,4utbl0 M.H k 3 HM('Ahy I Con C—M—y U.L-vr 152bs - -84bs -84 bs Obs I Ph(Nbq I 60u C m Mavuy tdam-. 239h - •82bs ffibs 301 In Material Summary Bracing Summary Tc SPAMI3012)432x4 TCB ft 39xedt�dooRM. rddd�mdpibbyyGOMMssBC SXsb22)43rA 13CBadg f6mcww66-33A-0,RHec: NBa 9'(XsM2D12)#32z4 Loads Summary, I)Th.s hasb-d.gjWfarf—T=drc 10psthocxnd,,dMWdplsd©dbads z)nrammlmsnmra�fae�P�ota:,dbad,ha®dvx��+,As�7-la�.+,f,efoua,�u�di..ylq,a 16omphur.,,aKE�aaQec,wy�,cnnbHp,��+a©mannpalm),o,�leag Da.40Rx4733$h-15ftEn5Za TmrN*wadwbax0mdD0L IAO,CCt7.%Ar, t4ft Member Forces Summary Tabl ndn¢ManbrigmaxC9,mv axnlfwq(rtuxm 7r.fo ¢8ddfaavfrtmmataxbltaa) 0.791 324In (-I Notes I)Mikde�gii;b mdmASCB7-IOwner xebyteM7HxifaButinaCc& 2)1MQtaWHm2CRaM¢�6alandhn¢o¢slddldo dmoimb3dplaieaM=Vmn ofdiknnndnudadb.d, nT-d 2Dd u-+(Ku-IlxDd tU-n d.—%;hAla/M I. 3)AgwirymmulGmyCq�l.l3,hastxnapp631ohephchealrcvdlaaasi@dbyl�erru¢MamdaamrprATHIfH 1-27025®n14± 4)Ii2Ni,A. rt-d—ba.A.MV FRS0*b' d g Ii Southern 'Truss Companies, Inc- Timm V7 c: -, 2590 N. kings Rghway Tr mDesi �in TRUSSSOUTHERN Fat Pierce, F1 34951 Date:. MI2018 42115 PM CcnVa3ciASollltiod'm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 of 1 Tr,tss Ubsian: 2016.113 [Btnld 10) I Materi- Database N ersim 1565 Spam Pitch Qy OHL OHR CANC L CAN`rR PILES Spacing WGT/PLY 74)0 5/J2 1 0." 00-0 0&0 0." 1 24in 23Rs 7-0-0 2) 4 1.5x31 I I o o-0 I 0-" I Loading General CK Summary Load 04 Rend-: FBC20171 1 TC: 052(2-3) TQ.L: 20 TH 1-2014 BC: 024(54) TCOL: 7 apmw— Y. Vlb: 0.66(34) BQL: 0 44L: 125% 7-M 7-M Deflection L/ (loc) Allowed NMOL 0. L1999 1.1180 V U_- 0:, LIM L240 BYZCR oil 4 QepRem Vc-20 Praction Summary 3r TM, Bmc-ft BT di, M—W R4dBreWN M RW IIWG-,LbTdt M.V"UpM Maz1b10 4 HW(MI) I 84h CammMa..y U,lma, 149h - -81 IE .811a 5 HRoI(V51) I 84b Cama:Mavwoy UJ— 364 b, - •1421s -142hs I Vn(%b 1 84n G.ro M—y W—a 141 bs - -91s -9 bs Material Summary Bracing Summary TC 9'(ALSDi2012):32x4 I TCB. g 9,e1,daAciset6-3AP.%dsylby0lns BC 9'(AL97,2012)A3h4 BCBreag 9iea,elaAefrses6-3QAai, IbyQtles VEfs 9'(ALY,201311?3h4 Loads Summary I)Tht—h.b-daj dfaledrr$du bIOpOboa dudF b dpk.A.4 W& 2)TF.mbasboa dzk,.dfb t-TSofaid1014,herdrMgserdi'nd ipa 1(0mphuSirotExprHeeC,A,NEdzadCabliipBudL,gCatbayn(I-1o010.miBklg V-40fLc4733$h-15%B dZ—TnMNjhead, bb-ed.aJDOL-160,CCZ.%\ dh4ft Member Forces Summary T b, i&—M-bamma,o,. a,alraQ(ma �.r.�cdar tea, dry TC 1-2 0.111 •29065 2-3 0519 41Ths BC 45 0238 •54 fx 5.1 0.238 IISbs (-55 bs) wkb� 2-5 0.164 517bs (.199 M) 3-4 0&9 3161s (.1141s) Notes ' 1)Th dep-shaveaN9CE7-10—f—dbyi,dfl7l riiaB.I ,BCoM 2)VnCR.M io CR—J,ewffiIandhorkoldit.MArbF.6dp45J-.pmmpanaxorddle-d.e a dbad,—p,.d.Ddj ILi(f;v. 1)a Dll1U,annrd—V,.41S/M 1. 3)Aq.lym lf.w,r Cq-1.13,tosb-.ppWzt.pbeh-l.i3�vab--vsfidbyinT—Maim KAlsn7I-20028®on242 4)Lb ud.W Tf,.d—b.se.MWFRSQ,ymdrg . 'I 18 ,WWd,hdbm. hig,a.b. 18 ` 0W 3701s M - E 3 4////z �\\ ��GENSF��<�L�i i PE P'O STA ORIV //1��jS� TRIAL bykili,s 111111 Brian M Bleakly 4ia1be S=Ere.#76051 ]590xICr,tSHehR 834951� Southern Truss Companies, Inc. Truss: V8 SOUTHERN 2590 N. kings Highway > �ea�= d �A�, TRUSS Fort Pierce, F1 34951 Datc: M112018 40:16PM Cmp0nc1rts01uS039*1 TrussCOMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pace: ION max 2016113 [ BuBd 10] Material Database ve -siaL 1565 Span Pitch pry OHL OHR CANTL CANER PILES Spacing WGT/PLY so-0 5/12 1 0-H 0a0 0-00 Duo j 1 24in 23ls 1 aG-0 4-0-0 4-0-0 - 4-0-0 8-0-0 I 4x4 - 2 12 s— i 32 �5 1 1 j I 214 / I 241 1 3 I 0-M 8-M 17-0-0 B-0-0 Loading General (SISummary Deflection L/ (loc) Allowed Lmd (A BBgGa& }BC2017/ TC: 0.47(1-2) V.CR: On L/999 L/180 TC L: 20 TV[ 1.2014 BC: 0.14(3-4) mdu- On LIM LnAO TCDL: 7 Rq)MbrTm W Ntb: 009(2-4) H-CR: On 3 BCIL: 0 ML: 121-A Q.PfbmyV-10 I3CII-• m (1:1.4153-M) 200}130.) (3.14153-M) Reaction Summary 1 1r Type Brn Canho I§nWdh Maebl RgdBfeWL'+ M-P-1 MaMGavlbbt MexWdLblil MaxtbTll MaxWrz 4 BRol(P61) 1 96u Co Mavmy w.— 209 is - -67 bs -67& I )fi(Vbl) I 96n C4 MasM Ualmsn 203 bs - -99bs .991s 0ta -241s 3 MU(MI) 1 96n Ca—Maspuy 1)tlarnsn XBhs - -99 ht -99bs Obs Material Summary Bracing Summary TC SP(AL516-2T12)k32,4 TCaa6rlg 3imhdrrAzhuat63QAaiiday�b�Ghn BC SP(AL9.X2012)N32c4 I BCB.&g 9.fAd RA..6-3Ahuf dainty0h- Wbs 9P(ALS S-2012)b32a4 Loads Summary I)Thsnahashmid.t.dfo t—Td den IOpdbwndwdWebadpfsdsdbad; 2)Th'seushasbmid elifmdedfeaofwnd kn4;iisouMnm�Yv\4'>:7- 10wWitnfoLr%iVu dd'.d:na 160mphu1nul;Eyw.eC,FuyFiidex�Cs bt:Ffp,Budl:gC+�cvyBQ=IDO1,QvalBtlg 17rnr40Rz4733fth-15fLFMZ eTn A13ii�..A,eb—.iieniDOr-1.60,CC7o Wdi,4ft Member Forces Summary T h :�meMpw�rnma,cs.a.hlro�(p �.f��d��wnf�n olr«� IC 1.2 0.467 1481>s (-103bs) 2-3 0.467 143 is (-1031a) IiC 3-t 0.136 111 lb (--, , 41 0.136 Ill bs (-556a) Wbs 2-4 O.092 290bs (4471.) Notes ) I)Th¢de �n'sh mfml�E7-10as(d'aendb�•8v;207Fkxid�Bu3fngQ& 2)VnQtandFbaCRenfrcwimlardhor¢maldilmnad:ebfvetiadplsdca�mmpmnofdll�nduends�d M4mmpnsiasllil LL+(ICa-I)e11i117L'na®rdvrrslhAl�9/fA 1. 1-2 3)Aqusfrymfmolfamr,Cq-I.I3,hashmap5>iohphclaealrmarrv4lasaz�ufutyixTrusMarodemnvpcAT9/IT'1t702s -m242 \1 4)LiziwidupBheadsb.s.a.?M'FRSG b,diwo \\\t 1 i PE76 STAT OF J �� ZS•Zb(� , � O_R 1 17 . 70NAL1E�G Ill N:11)CEAm(ryd'b'sd�dtaltrfianBvloleeidmmntaar.Tlr�mofh's'idnSdalnrsuhamlmA,sgna'veaid�¢gdem�Es lbyheT�usManJaaaa�d rd6�gmlramvaq and ofhenfmie�maforribyheBui7ig Brian M Blealdy Ida•A�Imhsdfawi(gidmasmpan¢ofVofeaxaln8.�a4�g 'y ij'fuierus�ryamtdsgnshm'nSatem�eRag®^d tY'7mpamai�dartain&.famltiis"&foraddi-nnlnfm�aronArmf>�rD4sdta16e &=1smW76O51 nwpdaoedhy9mpmn6trorgTeGpmpu0;ircna®dai�watFS7L2)62.AlammtphasrtNlgauggmL�lr�'rdpbesve'sfoliml6ye=18'whdi i�daaan lR�gephGor'SV IB';wtirh i�dmaah�e�mnlggnt�e 2590NIGmFinhFil{i¢837951 Southern Truss Companies, Inc. Truss: V9 r:r . 2590 N. kings 10MY T�rojDame: 'gner. 1833-A-Ln dr • ' � SOUTHERN "C k THE Fort Pierce, F134951 Dare: Z210018 4:23:16 PM Canp3nentSollm9nsTM bOMOANIE (860) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: lofl Tlinz Versicn:2016.113 [Build 10] Material Database velsicn: 1565 Span Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGT/PLY 9-0-0 5/12 1 0-0-0 I 0-0-0 0-0-0 - aao 1 24in 311s I 9-0-0 9-0-0 " I 9-0-0 1.5Xd l ACMA W11 5 HM(%W I 1 Fb(%V I Material Summary TC SP(AL5IZ-211Z)M-4 BC SP(ALSC620MOB2A V,bbs SP(ALS062012)02A 108n � C—MM.W Udw- 3591s - -194bs 1086 C—bMa�y Ud—. 211 bs - -31 bs Bracing Summary i TCBraci¢ 8ratedarP f=t L3-0,Aabt&spby0f— BCBrzcitg 9rab:d.P.Isat634P f.d-sipby0bas Notes: 1)Th'ades�'5b MA3 j7% Oasrefaeocedbyme2D17Rzifa&rHigGxti. r 2) VertCftandHndQiacedte�aLilatd6m'vureldeIlxfi�dtbbF.ebadpisLemxpcae�oodofdel�cfindtebdzdbedcmPMdasDeQLL+(Ka-1)zDea DL'neccarhocewihhN51/1Pf 1. .. 3)Aq=Ftycomvlfactr,Cq=lAbubeeaaWWI)fmphtbwlnsft—daipw =s q*c edb)6 Tn Nbn.r.amrp.ANWMI-2002S d.Z42 4)1.9edwbdupifbwc6m baxdmMWHtSOalyb. ft 0 -194b: -31 bs .0 Obs 429bs 4 1.5Kd i \� MI' B�,// i PE 76 J STAT 'OF. %0�;�CZ3 O_RiD 1111 on�Acapyo<m d��lbalIl@1�bbCaCC&bC20aab.aod�oragbdna�lb�st�dmd�a mdrequ;meoss�platryeen�Ma.daweramrelsapmbaemae�amcm e�orbeofmn� bymBai BrianMBkZMY es�aAsdmb'sdrzwngudsatsd ofpmfeaimlvgimigres biymklyfarfehsscQopmeotdesgt�o+vaSeelrerncpa�mdhc'7rtpart+LLinfortmmo&GmvalNot3'pegefaeddf®rbb=bmAlc�ctrpbtsdalbe �Bg#l6M1 1 am£actmdbySmimb$vg-TeGaapa�{ineueabtd�mcewitE4t27Q.Alemoatrphesate20�tge,ubtslte plat9ze'sfbmwedbye"-IS"wbibideeec®IS�agepbb,Q'Sq 18",wbbhidratsahj t®bl8gn�ephb. 2590N.I..MhRFe H34951 7