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HomeMy WebLinkAboutTRUSS 2-24-18- SOUTHERN TRUSS COMPANIES, INC. S O U T H E FR N SCANNW RANDY@SOUTHERNTRusS.COM T R U S S 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 �� / 464-4160 / 318-0016 Fax: COMPANIES (800) 232-0509 (772) (772) Project Name and Address: Oakland Lakes Occupancy: X Single -Family Lot: 18 Block: County: Saint Lucie Multi -Family Truss Company: Southern Truss Companies, Inc. Commercial Truss Engineering Program: Simpson Component Solutions Plates By: Simpson Strong -Tie Contractor / Builder: Ryan Homes Model: 1452 Elevation: B 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 has been designed to provide adequate resitance to wind load and forces as required by the following provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: --- P.S.F. Design criteria: ASCE 7-10: 160 MPH Top chord dead load:_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 photocopies of the original design and approved by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID.- 1 Al 21 Jl 41 61 81 96 2 A2 22 J2 42 62 82 97 3 A3 23 J3 43 63 83 98 4 A4 24 J31 44 64 84 99 5 A5 25 J3A 45 65 85 100 6 A6 26 J4 46 66 86 101 7 A7 27 J5 47 67 87 102 8 A8 28 J58 48 68 88 103 9 A8GL 29 J5A 49 69 89 104 10 B1 30 J7 50 70 90 105 11 B2 31 J7A 51 71 91 106 12 B3 32 Ll 52 72 92 107 13 B3G 33 L2G 53 73 93 108 14 Cl 34 MV2 54 74 94 109 15 C2 35 MV4 55 75 95 110 16 C3G 36 MV6 56 76 17 CJ31 37 V4 57 77 18 04 38 V8 58 78 ­1 19 07 39 59 79 = 20 07A 40 60 80 As witness by my seal, I hearby certify that the above information is true and correct to the best of my knowledge and belief. �. = ' Name: Brian M. BIeakly Lie. #76051 File C®PY ,U�` ; TYPICAL DETAIL (9 CORNER -- HIP NOTE: NDS=National Design Specifictions for Wood Construction, 132.5# per Nail (D.O.LFactor=1.25) rids toe nails• only have 0.83 of lateral Resistance Value. - �® HIP GIRDER CORNER JACK GIRDER J1—J3 TO HIP JACK GIRDER J5 TO HIP JACK GIRDER J7 TO HIP GIRDER ALLOWABLE REACTION PER JOINT AQ UP TO 265a = 2716d 14AILS REQ'D. © UP TO 394R = 3-16d NALS REQ•D_ TYPICAL CORNER LAYOUT CHORD HANGERS FASTENER GIRDER JACK TC _____-- 2-16dnails —----- BC — — — — — — — 2-16d nails — — — — — TC — — — — — — — 2-16d nails — — — — — BC —-———-— 2-16d nails —�--- TC _____—— 3-16dnails — — — —- BC ———-——— 2-16dnails — — — —— TC — — — — — — — 3-16d nails — — — — — HIP JACK GIRDER (CJ7) TO HIP GIRDER BC _ _ _ _ _ _ _ SKH26 — — — — — SOUTHERN TRUSS hUF://www.acutherntrt=.=m GRADE OF LUMBER LOADING {pS� tNcrt zsr 2x4 SYP #2 LWEBS TOP L 20 Fem i a a '7 2x4 SYP 12 2x4 SYP Ha 3 BOTTOM 00 1a SPACING 24. O.C. Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 (800)232-0509 . (772) 464-44160 Fax: (772)318-0016 By: Stephen W_ Warter, Structural Eng'. License j 54395 2590 N. Kings Highway, Fort- Pierre, FC,-34951 T I CAL D T AW E RNER ROTE: NDS=Naonal Design 5peci icYions �11a�'dAAB1� RF-.nON Dl� JOINTJOINTti for mood Cons{mc$on_ O UP TO 265ff = 2--'i 6d MLS REM 132-5-r'' per Nail (D-0-1-Fac"tor-1-25) nds toe nails only have 0-83 of @ UP To 394f = 3-16d MLS REQ7D- Iaieral. Resistance value. 77 • - t 1-5 I � _ OVER a 10 4l^J n Q e u n n a II A� (' on- HIP GRDER TYPICAL CORNER L VOLFT cOpj R dACK GIRDER ER CHORD HANGERSFAS-FEN GIRDER JACK . TC- - - ---- 2-16d'nails ---- J1-J3 TO HIP JACK GIRDER BC - - - - - - - 2 16d nails - - - - TC - - - -- - - - 2-16d hails - - - - - J5 TO HIP JACK GIRDER BC - - - - - - - 2-16d nails - - - - - TG - - - - - - - 3-16d nails - - - - BC - - - - - - - 2 16d nails - - - - TC - - - - - - - 3-16d nails- - - - - - HIP JACK GIRDER (GJ5) TO HIP GIRDER BC _ - _ - _ - _ 2-16d nails - - - - z uud t[Jki (;FADE OF LUMBER LQI MG (P51 I s[FL-u4cp �z e: i` T C 2.4 SIP _Z aC 7x srP g2 top L a 20 SIP H03 �- o� Fort Fierce Division 2590 N_ Wings Nighsnray, Fart Pierce, FL 34951 (800)232-0509 (�2)�A---4160 :COMPANIES i n ■ t.p f Jhfs pradud is prefeable la �nrilarwanrrlars brr..rrse of a) easferfarlallafmn, b) higher land , c) laueYfnsiafled cost, ara camhfn.tfon of these feafures. vj b'f --- - All hangers in this series have double shear nailing -an innovation that distributes the load through two points on each joist nail for greater strength. This ailows for fewer nails, faster insrdllaffon, and the use of all common nails for the same connection - Double shear hangers range from the fight caoardy LUS hangers to the highest capacity HGUS hangers- For medium load buss appricagons, the IdlUS offers a lower cost alternative and easier installation than the HUS or THA hangers, white providing greater load capacity and bearing than the LUS. [`dATER1AL: See tables below and on page 133. FiN15H: 6aivanized. Some products available in stainless steel or ZV.kr coating; see Corrosion Information, p39e11B-19. INSTAUATION - Use al! specified fasteners. See General 140b:s. - Nalls must be driven at an anglethrough the joist or truss into. the header to achieve the table loads- - Not. designed for welded or nailer applications. aFi EONS - WS and MUS hangers cannot be modified. - HUS hangers available vA the header flanges turned in for 2 2x (31/.l and 4x only, with no load reduction. Sea HUSC Concealed Flangeillushation. Concealed flanges are not available for HGUS and HHUS. - See Hanger Options, pages 2OD-202, for sloped andfor slowed HHUS modplq Dther sizes available; consultyour Simpson Strong -Tie representative_ CODES See page 20 for Code Reference Key Chart These prodacts are arar7able MO zM19Orrdl mrr0sl0n prolecffbM AdzrAMdl products an VIES page rr W &0 he avrar7ahle nitli this ROO, ehm rm-Simpson Strong-Tre fordehds }o/ 77ase pr0dudsam approved far 1nsWkffnn urr7ir the Strong Urfve SO Strudwar- f COnnednrsrsew. See page 30 for the mmcF srbsi1fn and SO sm ws¢e model Ho: Nam. Heel Height Ga Dimensions, -Fasteners W H B Can7ing IKember Carried - Memher SINGLUXSM WS24 29 78 I%s 41A TA 410d 2-10d- LUS26 4+/, 151+6 4% 1% 410d '4-10d MUS26 4116e .18 1%; s%, 2 6-10d 6-11)d HUS26 4Ia 16 1% 5% 3 14-16d 6-1611 HGUS26 4%5 12 1% 5% 5 20-16d B-16d WSZB 4W 1B lKs 6% 1'Y4 610d 410d MUS211 e 18 -W- 6';Ss 2 ' B-10d MOd > .HUS28 6Y/z 16 ...4 7 3 2216d B-15d HGUSZB 6%r 12 1% 79 5 36-16d 1216d i LUS210 41/a 18 I%s 79°ie 1% 810d 410d ' HUS210 S'A 16 1D4 9 3 3016d 1016d 1.—table on page 133 for allowable loads un,HHUS210-2 (frus Designer to provide fastener quanWfnrconueding multiple members together) re, UT-I'Mi US28 SIMPSON StrorigTi� MAI HUSC COP Eonrraled Flanges (not available for HHUS, HGUS and HUS7x) th ttenucen Hee[ Height Double Shear Dome Double Shear ® Double Nailing Nailing Side View Shear Side View -- .(available on Nailing Do not some models) r Top View bend tab %' u s. P&nt s,em�ao ;Alinvrableiaa3�s `-$ SPAOowableLoads SPF/HFAIIaxableLoad- ' Model b C0` A13 = rd Cnde AeL up v Floor Sno, r Ao0[ l59od Up6rP - •.Floor Snow Aoni Nand No. _b_ - -- ° ' _• ` ' _ - T Na .(160) _— - (,DD) n6� (Ito)nD� n1� n� n60j - SINGLE2xSf-�S LUS24 490 670 765 B25 1045 490 725 •. 60 B95 1135 420 575 555 705 B95 111S26 1165 B55 990 1070 1355 1165 940 1075 1155 1475 1005 740 B45 915 1160 ❑ MUS26 109D 1295 1480 1605 18Y5 ID90 1410 ' 11310 1745 1825 1 940 1 1110 .1 1755 1 1370 1 1570 L17 HU526 - �D - _ S_ .155b. MO 3335 3335- 3335 1335 2330 265D 2820 7Bfi5 HGU526 ; - 1765 ' 4725 5290• 5390 'S39b` 152D 3750 4200 4500 4635 V.L17 UIRB _ t. L Y 1155 1-1200 1365 14BO 1B35 . 101005 940_ 1075 1155 1475 MUS28 1555 1730 1975 2140 S45 1555 ' 18$D 2150 2330 2645 1335 1475, 1690 1830 2275 rf,F6,L17 k HUS28 20DO 3955 4120 4220 4335 206D 3790 3960 4070 4335 172D 241i5 31Ci5 3125 3A35 HGUSZB 3015 6745 GM 7125 7275 3015 fi460 6105 6870 7275 2595 496U .5160 5280 5745 n L17 IlLrrlO ` j5 - : �— a-4� 1165 1445_ •1650 1795 2270 1005 1145' 1305 '_j415 1745 17, F6, L17 Wall 4105 4310 44SO-1 4930 1 25B0 1 3150 1 3315 1 3425 AMS Note For d-nnemions and tastencr Inlomratinn, seeable above. See table 1b=u ps on page 13 L y r SIMPSON 0 Actual Joist Size Model No. Ga Dimensions Min/ Max Fasteners Allowable Loads Code Bel. VJ H B Face Joist DF/SP Species Header SPFIHF Species Header Uplift (159) FloorTI(Ini, (1D0)) w Roof (125) Floor (100) Snow (115) Reof (125) HU4161HUG416 14 V6 13% 2'h Min 20-16d 810d 1515 2975 3360 3610 2565 2895 3110 19� L12, F8 3%6 13e/ 2% Max 26-16d 1210d 2D15 3870 4365 1 4695 3330 3760 4045 3%x18 HGUS412 12 3% 10346 4 — 56-16d 20-16d 5045 1 9600 9600 9600 8255 8255 8255 19, F23 HGUS414 3% 12N 4 — 6616d 22•16d 5515 110100 10100 10100 8685 8685 8685 HUCQ412-SDS 14 3%6 11 3 — 14-SDS'''Wx2'h° 6-5DS'/'x2'h' 2510 5460 •5560 5560 3930 4D00 4000 51/4 x 7'/n HU68MUC66 14 5'h 51716 2'% Min 1016d 416d 900' 1490 1680 1805 1280 1445 1555 Ig, L12, F6 5'/2 5'Y6 2'h Max 14-16d 616d 1345 2D85 2350 _2530 1795 2025 2180 HGUS5.50/8 12 5'/x 61Y,,6 4 — 36-16d 1216d 3235 7460 7460 7460 6415 6415 6415 19 5'/ x 9'/a - 9'h HU610/HUC610 14 51/2 7% 2Yz Min 1416d 6-16d 1345 2085 2350 2530 1795 2025 2180 19 L12, F8 51h 76/e 2% Max 1816d 8-16d • 1795 2680 3020 3250 2305 2605 2BDD HHUS5.50/10 5'/2 9 3 — 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 19, F23 HUGQ610-SDS Th 9 3 — 12-SDS'Y<'x2'h° 6-SDS'/4 x2'h' 2520 4680 5380 5715 3370 3875 4115 HGUS5.50/10 12 Th 87% 4 — 46-16d 1616d 4095 9100 9100 9100 7825 7825 7825 5'/a x 11Y<<-11�/ HU612/HUC612 14 51h 92/6 21h Min 16-16d 6-15d 1345 2380 2685 2890 2050 2315 24g0 19, L12 F8 5'% 9% 2% Max 2216d 816d 1795 3275 3695 3970 2820 3180 3425 0/1 HHUS5.50 5'h 9 3 — 30-16d 10-16d 3735 5635 6380 6B80 4835 5480 5910 19,F23 HUCQ612-SDS 51h 11 3 — 14'-SDS'Ya°x21h' 6-SDS 1/,'x2'h' 2520 5315 5315 5�82551 3825 HGUS5.50/12 12 5'h 101h 4 — I56-16d 20-16d 5D45 9600 9600 98255 51/4x14 HU616/HUC616 14 51h 12% 2'h Min 20-16d B-16d 1795 2975 3360 3610 1 2555 2895 3110 19, L1 F8 2' 5Y2 12"As 2% Max 26-16d 1216d 2695 3870 4365 4695 3330 3760 4045 HHUS5.50/10• 5'h 9 3 — 30-16d 10-16d 3735 5635 6380 6BB0 4835 5480 5910 19, F23 HUGQ612-SDS 531 11 3 — 14-SDS Ya'x2'fe° 6-SDS 1/.i x2'h' 2520 5315 5315 5315 3825 3825 3825 HGUS5.50/14 12 % 12'% 4 — 66-16d 2216d 5515 10100 10100 10100 8685 8585 8685 51/4 x 16 HUB161HUC616 14 5'h 121% 2Y2 Min 2016d B-16d 1795 2975 3360 3610 2555 2895 3110 19, L12, FB Th12"/,e 2'h Max 26-16d 1216d 2695 3870 •4365 4695 3330 3760 4045 HHUS5.50/10 Th 9 3 — 3D-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 19, F23 HUCQ612-SDS 51h 11 3 — 14-SDS %'x2'W 6-SDS Y'x2'h' 2520 5315 5315 5315 3825 3825 3825 HGUS5.50/14 12 51h 12% 4 — 65-16d 2216d 5515 10100 10100 10100 8685 8585 8585 5'/4 x 18 HU616/HUC616 14 51h 12"As 2'h Min 2D-16d 8-16d` 1795 2975 3360 3610 2565 2895 3110 19, L12, F8 5'h 6 Th Max 26-16d 1216d 2695 3870 4365 4695 3330 3760 4045 HHUS5.50/10 5'h 9 3 — 3D-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 19, F23 HUCQ612-SDS 5% ' 11 3 — 14-SDS Y,'x2Y2' 6-SDS 1/+'x2'/z 2520 5315 5315 5315 3825 3825 3825 HGUS5.50/14 12 51h 12'% 4 — 66-16d 2216d 5515 10100 10100 1010D 8685 8685 8665 7 x 9V4 - 9'h HU410-2/ HUC410 2 14 7'h 9Y6 2'h Min 1416d 6-16d 1345 2085 2350 2530 1795 2025 21BO 19, L12, FB Th 9'% 2% Max 18-16d 816d 1795 2680 3020 3250 2305 2605 2800 HHUS7.25/10 71/ 9 ' 3Y,6 — 30-15d 10-16d 3735 5635 6380 6880 4835 5480 1 5910 HGUS7.25/10 12 7% 8% 4 — 46-15d 16-16d 4095 9100 9100 9100 7825 7825.1 7825 19, F23 7x 11'/a -11'/6 HU412-21 HUG4122 14 Th 11% 2% Min 1616d 6-16d 1345 2380 2685 2890 2050 2315 2490 Ig L12, FB Th 11% 2Y2 Max 2216d 816d 1795 3275 3695 3970 2620 31BD 3425 HHUS7.25/10 71/4 9 3%s — 30-16d 10-16d 3735 5635 6380 6680 4835 5480 5910 HGUS7.25/12 12 71A 10% 4 — 56-16d 20-16d 5D45 9600 9600 9600 8255 8255 8255 19' F23 7 x 14 HU414-2/ HUC414-2 14 T/ 13% 2'% Min 2016d 816d 1795 2975 3360 3610 2565 2695 3110 19, L12, F8 7Y6 13% ThMax 26-16d 1216d 2695 3870 4365 4695 3330 3760 4045 HHUS7.25/10 T/a 9 Ws — 30-16d 111-16d 3735 5635 6380 6880 4835 5480 5910 19, F23 HGUS7.25/14 12 T/< 12% 4 — 66-16d 2216d 5515 10106 10100 101D0 8685 8685 8685 706 HU414-21 HUG414-2 14 7% 13'/6 2'% Min 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 �g� L12 F8 7'h 13% 21h Max 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 HHUS7.25/10 T/a 9 3546 — 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 19, F23 HGUS7.25/14 12 7/ 12%. 4 — 66-16d 22-16d 5515 10100 10100 10100 8685 BSB5 8685 7x18 HU414-2/ HUG414-2 14 Th 13% 2'h Min 20-16d 8-16d 1795 2975 3350 3610 2565 2895 3110 19,L12,FB Th 13% Th Max 26-16d 1216d 2695 3870 4365 4695 3330 3760' 4045 HHUS725/10 T/ 9 3%, — 30-16d 10-16d 3735 5635 638D 68BO 4B35 548D 591D 19, F23 HGUS7.25/14 12 71/a 12-Mr 4 — 66-16d 2216d 5515 10100 10100 1D1D0 8685 8685 8685 7x14 to 30 Foradditional hangers see HGU/HHGU on page 107. See footnotes on page 105. -:„.. . UNLCS5 SPEDIFIED ON ENGINEER'S SEALCO DE61GNr APPL1 1u4 "T"—RMOrE�,� PDX MINIMUM GRADE OF LUMBER p,, . ICNOYII•I OF WE , VALLEY EG, SAME uP&DIG9 q�OgONUg �j,7�RilADRAtlNQi 2 5AF' 1/iQ2 or Kellar WffH Ild 0DI( D,IJa"x2E IOAIVALW WEAS GREATER TMK 7' 9A. Tap Ohord 2x4 SYP # EGVALLY SpAC FOR Y 6011 Chap 2x�(^) OR 2x4 8P #2N OR SPr j1%#2 or ballet MMIMUM VALLEY VGRTaL HEIGHT MAY NV MEW 12'-0", wrbrr 2x4 9YP #. or batlpr Tor DHORD of TRUss DENEATH VALLEY SSf MUST 04 DRAGIO WITHI 11�1OpEII{Y ATTAOhICD, MTED SHEATHINO APpLfGP PRIOR To VALM TRUSS (+) Ax4 MAY 6>6 RIPPED FROM A 2xo. (PROHED OR 84vARE) ItiitTAUAiION (r') ATTAOH FiWH YAILEY To mud wpPonm TRVSS, WITHI PUrTWNS AT 2F" DD, DR AS OTfIERWISC SPEO1rIFA DH ENGINEER$' $MCO DESION (2) 10d 90X (0 "Y x Q,O NAILS Tor-NAILep run 04 VALLEY TRUSSES USED 1H WCU OF PURLIN SpAOINO A5 SP01FIED ON BT FBD 200�. ASCC 7-10w_.MPH iYINO. ENGINEERS' REALED •AE$ION. MrAH HEIGH% ENCLgsw BUILDING, p H E]{P. O, RCS@> NCIAT, WINp TO a4-G F*F. OUT FppQ{{ 2uB OR (109)hFi�l EATH 9NL`TVALLW M�VAF �LgHo C��p SLopK or THZ TOPFCHORO, LAROCR A9 REQUIRw q' V MMax . 2�r � zx•F , w-o" Max 20'-0" Max (4* ' SUPPORT TRUSSC3 AT 24n 0,03. MAXIMUN SPADING, �O�U�y--'ppd R EA�R N FCII't ie AI[XL1,��:q 2VO FQrtt PI r + Ih m4.n.em 4 x4woM VALLEY. (^4) TII FOTdER Sms iA ,04 BUILT LONG 9E VERTICAL HEIGHT DOES DOTTOM WORD MAY P& SgUARC OR PffOHED CUT AS SHOWN. CHORD Wss OPTIONAL: STUD END VCRTICAL / =ac�— ErcaUon bracing p no( IhQ rarponsINIV of II» dcalgner, PIQIQ AVPi<au fobdooln4 p!raoru o;cvfl,uhn w,,r,a rmuirtd IQ or 3 17IVIi3IC11"1 +��� .•�",". spaclllp BAf I' EO W° � dollora for FL�p�r ((772)494•••hlRtl lroua+ cn in—tlG�s ><hlu no al rpfclllid on ' 1 �MIID Barn 2 ytxx• r ANT DETAIL L FRAMIN4 IRiR.16T+1 TO LI_ 20 2..0 PSr' TO DI_ 10' 15 PSr 00 DL 10 - 10 P5r 130 LL QO 00 PSF TOTAL LOAD 40 46 PSr >�IVcDx( riC11%I 1, 25 1,26 la WIND SPEED —2 _—MEAN HEIGHT, ENCLO 'L" ACSE 7-10 —— — —MPH "L' 7x4 'L' BRACE+' 1 2x6 'L' BRACE+ 2 2x64 BRACE'+ Vnrtical Bruce 1 1xh 'L BRACE+ B 1 2x4 Group A BRACE+ Group B 2 Group A Group B Group A Group B Group A Group B 0abl Grade Braces Group A Group 100 1d" S ac ng 5 ec aB 1 2 3•-4- 0'-10' 0'-0' _ 6B 1B. 0 3" B-3" 10'—?' ,2' 11" 1Z3—t," SPF 3 3'-3" 4'-11" 4'-11" 0'-5" 5 -3' 0'-3" j u �D 3'-3" 4'-11' 4'-11" 6'-5" —a. 5'—b" 7'-5' 7'-6' B'—B" B'—B" Y-11. 13'-11" _J Q I I F STANDARD 3'-3" 4'-2' 5'-10' B'-3' 6'-11' 7'-5' S'-3' 0'-11" 10'-1°' 11'-0" 0" 12'-71" 12'-11- 13'-17' 1 2 ' 3'—B" 3'-7" 5'-10' 6'--3" 6'-11' 7'-5" B'-3' B'-3'10'-4" B'-11'71'— 12'—,1' 13'-7" 0 SP 3'-0. 5'-0' 5'-0' 6'-0' 8'-0" 10'_3" U N DFL STUD 3'-0" 5'-0 5'-0 5'-0• 5,_B, 7 _0" 7'— g" B'-10" 8'-10" 14 STANDARD 3'-4" 3'-10" 4'-3' B'—B' 4 —,. 6'-10" 7'-11" g,-1. g —g^ g'_B" 12'-5' 72'-4" , 2'-9' 72'-4" 14'—D" 14'-0 > S P F 1 2 3 3'—g" 0'-0. g'_p• 0'—ow 7'-11" 7r_11^ 7,_71. 9,_5• g,_b• _5. 12 _4• • 72•_ 1 14 —0' 14'_0' U HF STUD 31-9" 9- 0,_0. 0' O STANDARD 4' e, 9' 5-2' g'-5' 10•_2. 12,_5, 13'_5^ _14'_-0'. _ 14'_0. 4'-2' g'_6• 7'_2. T-11' g•_2 9'-5" 8'-11' 12'-5" 12'—B" 14'-0' 14'-0 14'—D' 14'-0' DFL STUD 0'-1• 6'-1" 7'-11" B'-1' 9'-5" 9-4' 9'-11" 12'-5" 14,-0 Y STANDARD 3'-10' b,_3• g'_3• B'-,1' ' 0'-11" 10'-5" 10'-B" 13'-B' 14'-0" 14'-0" 1 Z 7'-4' 7'-7- B _y B•-9• g'_71" B'_9" 10'-5" 1°-5. 13._B. 13,_B. 74•_p 14-D t- SuP F 3 4,-2" 6,-17. 0 _t 1 6,_11" 0 _t 1 • B•-9^ H I STANDARD 4 -2, 4 e, 5�, 4. 78'-19" 79'' 5' 10 =6' 11' 2' 13'_B• 14•_0. 9 4 -D 14 =0 Q 7•_71" 14•-0 X N S P 2 4'-7' 7'-4' 7,-2, 7'-11 7._2. g,_B. 9-2" 10'-5' 10t-11' 13'-0" t4'-°• 14•-0" _ 0 DFL , 4._4. 4.-4' 7 i" B.-O. 1 U -5" t °• 1 B 12 =6' 12 -6' 14'-0' 14 =C 2 r sTUD =, a,-O" 1 yYWCAAL LENW MART BRACE 9 USEEDD. Cop Nr BaulaW L BRACE FOR AT WH END. TWA LEN= is 141. SOUTHERN TRUSS COMPANIES hllp,��mm."nulh"mlrv)savm END. F)E=,.ta.ii 1=1.25 EXPOSURE Bracing Group Species and Grades GROUP A SPRUCE -PINE -FIR HEAL -FIR (�1 K2 STANDARD2 Sfl1D k3 SNO J3 STANDARD DOUGIAS FIR -LARCH SOUTHERN PiNE #3 { 3 STUD . STUD STANDARD . STANDARD --------------- GROUP 6 HEM -FIR N1 do Btr y1 cmLE TRUSS DETAIL NOTES; LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 135 PLF OVER CONTINUOUS BEARING. (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4'-0' POUTLOOKERS WIT LTWOOD OVE HR H —0 OVERHANG" 12" ATTACH EACH "L' BRACE WITH 10d NAILS. (�) FOR (1) "L' BRACE. SPACE NAILS AT 2' OC. I((N , 0 END ZONES AND 4 OC. BETWEEN ZONES. INT)18OEND. ( ZONES AND 6"SOCC BETWEEN ZONES C L^ BRACING MUST BE A MINIMUM OF BOX OF WEB uru GABLE VEKTiCA1 PL kTE SIZES VERTICAL LENGTH NO SPLICE LESS 7 AN 4'—O" 1u4 OR 2x3 GREATER THAN 4'-0% BUT 20 LESS THAN 11'-6" GREATER THAN 11 —6" 2.5x4 pEAKFER TO COMM T SPLICE AND HEELRUSS PLATES.SION FOR REFER TO CHART ABOVE Vuh MmA w"- \/�% ,= 0" (ice V 9"t EracGon brocIng is not the responsblily of truss designer, plate manufacturer nor truss fabricator, persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent topppling and dominoing during erection; and permanent bracing which may be regil ined in Fort Pierce Division specific applications. See 'SCSI-01 Summary sheet Commentary and recommen- 2590 N. Kings Hig hway, dotians Ior handling, installing do bracing metal plate connected hood trusses (ryl) Fort Pierce, FL J4951 Trusses are to be erected and fastened m fastened in a straight and plumb position (B00)2F x.(772)31072)464-41SO where no shealing is applied directly to the lop chords, they shall to braced as specified on the truss design, Trusses shall be handle with reasonably care during ' erccl'ron to l d e. Maximun Total Load 60 PSF SPACING AT 24" O.C. L-BRACE DETAIL Nailing Pattem . Note: L-Bracing to be, used when continuous Iateral bracing is impractical. L -brace L-Brace size Nail Size Nail Spacing _ Imst cover 90%e of web length.' ' 1x4or6 lod &'-o c. 2x4, 6, or 8 i 6d 8'° o_c ' - J\fote: Nail along entire length of L--Brace L-Brame Size for One -Ply Truss (On Two-PV& Nail to Both Plies) Specified rontinUOUS Rows of Lateral Bracing . Web Size 1 1 2 Naas 2x3 or2x�l 1x4 2x6 'i X6 Zx8 2x8 DIRECT SUBSTITUTION NOT APLICABLE ME L-Brace Size for Two -Ply Truss Specified Continuous , Rows of Lateral Bracing VVeb Size 1 2 2X3 or 2x•4 2x4 2x6 2x6 2x8 2x8 __- DIRECT SUBSTI11TION NOT APUCABLE �� Web L-Brace must be same species grade (or better) as web member_. I -BRACE / I -BRACE DE TAIL Note: T-Bracing / I -Bracing to be use�m�ust �qo lateral bracing is impractical. T-Brace / I-Bracof. vreb length_ I Note: This detail NOT to be used to ccrrver T--Brace I I -Brace i webs to continuous lateral braced webs. Nailing Pattern Brace Size for One -Ply Truss T-Brace size Nail -Size. I Nail Spacing 1 x4 or 1 x6 1 od ' I 8- o.c_ Specified Continuous 2>:4 or 2x6 or 2x8 I 16d 8" o.c_ Rows of Lateral Bracing Note: Nail along entire length of•T.-Braced I -Brace Web Size 1 2 (On Two -Plus Vail to Both Pries) .. Ex3 •bti2x4' 1x4 (I T-Brace 1x4 (I I -Bra 2x6 1x6 C) T-Brace 2x6 I -Brace 2x8 2e6 T-Brace j2x8 I -Brace alternate position ♦i + SPACING \k / Section Detail T-B race alternate position Nar'Is Web 4 Nar'is/ Brace Size for Two -Ply Truss ISpecified Continuous Rows of Lateral Bracing Web Size 1 2 2x or 2x4 I2x4 T=Brace 12x4 I -Brace 2x6 M T-Brace 2x6 I -Brace 2x8 I T-Brace 12XB I -Brace FDr e / I -Brace must be same species and grade (or better) as web member_ OTE: If SP webs are used in the truss, 1 x4 or 1 x6 SP braces must be stress -Bracerated boards with design values that an: equal to (or better) the buss web design values_ truss lumber grades up to #2with 1X bracing material, use IND 45 for T-Brace/I-Brace P truss lumber grades up to #1 with 1 X_ bracing material, use IND 55 for T Btacell Brace SCAB-B'RACE-DE 11 AIL S T - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T Brace) is Impractical. . Scab must cover full length of web, =1- 6"_ —THIS DETAIL IS NOTAPLICABTEWHEN BRACINGIS rt REQUIREDX_1'1i3•POINTS ORi�'BR4CE IS SPEQIPiED_` APPLY 2x SCAB TO ONE FACE OF WEB IN" 2 ROWS OF 10d (3" X 0.131") NAILS SPACED B"'O.C.' SCAB DUST BE THE SAME GRADE, SIZE AND - SPECIES (OR BET i ER) AS THE WEB: MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH = V-0" .......... 2x4 MINIMUM WEB -SIZE• •• SCAB BRACE MINIMUM WEB GRADE OF #i3 NWIs� � Section Detail . ®� Scab -Brace Web Scab -Brace must be same species grade (or beltq) as web member_ t E= Southern Truss Companies, Inc. TiUSS. Al • 2590 N. kings 13ighway s Project 1t SOUTHERN TRUSS Fcxt Pierce, F134951 1>� Dare: vna018 4:5E Ua PM C«npooent Sol' fiOmr' CGMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of I Truss Vusioo:2016U [Build ]0] Material Datahiseversion 1564 Span Pitch Qty .OHL OHR CANCL CANER PLIES Spacing WN fJPLY 42-0-0 5 /12 1 010-0 00-0 1-0-0 1-00 1 24 in 214Ilx 42-M 14-05-6-15 6-8-3 7-4-14 7-4-14 6-8-4 5-&15 ,14-0 14-0 6.10-15 13-7-2 21-M 284-14 35-1-1 40-8-0 42 5x6 - 6 12 ' 12 5F— �5 3x4 / 3x4', 5 7 3x5/ 3x5\ 4 8 O° 3x4 / 3x41 3 9 0 1x51 1x51 3x5- 0 3x5- 1 1 rr- T 18 17 16 15 14 13 ' 19 3x4 - 4x4 - 3x4 - 3x4 - 4x4 - 3x4 - 12 5x4 - 5x4 - 0-M 14-0 7-10.6 7-10-6 7-10-0 7-10-6 7- M 14-0 -11-3 14-0 B-2-fi 17-0-13 24 32-9-10 40$-0 42 Loading General. CR Summary Deflection L/ (loc) Allowed load (MO BSgGo&: IBC2017/ TC: 083(67) VnGL 0.43n LIM (17-I8) L/180 TOLL: 20 TPf 1-2014 DC: 08S(1&19) VnLL: 0.18h L/999 (14-15) L240 TCDL: 7 RfpMbrlmmr. 1Ls Ntb: 0C9(3-19) Qldai)'L• ODI MY 2L/999 (I-1) 2L/120 BC(L: 0 ROI_: 125% Canr/CHM Ohl& 2L/999 (II-12) 2L/127 BCOL: 10 H-CR 0.15n 12 Phearim(InrOi,vj& (19-14,1-3A) (2:I-0,4197J (3:1.11,4SA) (4¢II,1-IQ22) (540�13,22.) (6U,3-13A) (740}13,U) (8411,1-Ig22) (9:1-Ilpb)22) (IQI-0,41,90) (113149-3A) (12:1423-OA.) (1300,1W) (1400)-0AJ (1500,4-W) (16�OOj-M) (I740i-003 (1800}8A3 (19:1-123op.) Reaction Summary 3C Tyx ftG.,bo Brn1Wh Manh1 RadBgWdh M.PR . M.Gavlbf33 M-'AVALbNt M-LWII M-H k 19 Pn(%1) 1 8n Gu Masmy ION,1,j bs - -Mbs -98fs 1281t 12 WU(M1) 1 8n Ga =Mamy 300n 1fi416s - -Mbs •6981s Olt Material Summary Bracing Summary. TC SP(A19C6-20I3)>:'-34 TCBmdng 9�ai,elorAa6tali-I-0,11a6,dlypMs 13C SP(AUa,2013)M-2c4 BCB—, 9,m6dwPxiva0,3A%TndegnbyGhas Wb. SP(ALS05-2012)432A Loads Summary I)Th'se,ahazbandsgJdforheeAasdt,eb IOp ibonmd,adfveladpbsdmdbad; 2)Th'sn>ffihashandagdfa4edtetafwid bad;:,a®rdanmvhi9�7-Ioa/,fcro4nw,g,evdernaiiput 16omPl,a1'maKEtpxveCFuyF�,Cnbb}Tp,Bwli'rgCaegayn(I-IDO),O.vn7BNg 1]rt4Of1x47334h-15fST1xE,d7m TnMN!iiwadwtbmniioviDQr160,OCZmeWdh4fL - 3)M'i;--S.&Iadgnsaada ihTBCTabE1607.1 hn—bm,appse Member Forces Summary Tab�� �n a�alnmax�, m=a=�r«�(am ap.ra rcaaraearro ma=axhu� TC 1-2 0379 -459 bs 56 0232 -2299 bs 9-10 Q408 -590bs 2-3 Q408 -590ft 6-7 OM2 -2M ft 1041 0379 4591s 3-5 0-752-1760bs 7-9 0.752 •2760bs BC 11.12 0108 47ift (135h) IS16 0.753 Ib78 bs (-Ms) 19-I 0608 473bs (-135bs) 12-13 0876 2j151s (4.1621t) i6-18 0230 2Xh (-994 bs) 1}I5 OS30 2260bs (-9951s) 1&19 0976 25151t (4L163bsl Nlh, 2.19 Q147 462ft (-379It) 5-16 0524 -562bs 7.13 0.131 322ft (-Mbs) 3.13 0694 •2X ft &16 0603 7001z (-3131s) 9-13 0071' 225M (-125bs) \\ t"t• �+` /A/f 31(1071 225 bs (-125ft) 6.15 ohm 700 bs (-3131t) 9-12 04914 .2305 hs ��i� 5-I3 Q131 3I21t (418b') 7-15 OS14 •5621s 10.I2 0.I47 462bs (378ta) \�'•' "t'� �� `DENS Not= I)Tha bdm/Sby o Cod = P� 76t -- a7 o, 2)lhtCRe,,}hQiartd,—f.I.Whkwlddkis&enheWdbtmapmnpuvofddlmxdndmdMdmpimalilil+(Rc-I)xN_D'naaQdtni,A4R I. 3)Aqu an,alfaox,Cq-IDO,hubaneppkln(rplaebeslns�,v;dspfvebmaz�.del6yheTnBManufaawcpcAT14/iA 4) 1dm�a�,va,ushtal�a:n(QR)reryidaN,ebmeM(s)4uunRwso(QRmmbeadare+dydngam7yba�,abW®C[RBRNF. FaretrmdvsoQAcaMdagmalhacig,sx tl 5)t'sdundaVlfi,amat6areioCEnMW1R80,yMd STATE C 14 ` � �i0�ORIVp%'�� //xNAL Wr7CEAmpyofh'sde�,shalbefian�bl,ea u,axnmr.7Te or1,'sidrviialr,ss'sbadmdzs�naeiavdmp:mma:su{p[dbylcTnffiMandaneardrds nMamvaq a,daxnyt> ofhnfametnnsafuhbs,leBadiig Brian M. Bkaldy D�aA-lonNsdmu:gidmesea¢mmorpof�aalmgmSgrtpotbiy�kyfafet�ma�nmtds�shwn�l,em,cpagpndie'Tm{rxmtinfoare6n&Ga,aslhba pgfaaddcaalhramamnAlaxv�pbashafhe S—f1 ammilaaadbySW=, v6gTeCoaga hicnaavdan=CEM-2762.Alr pbe:a,.Mppu}X,mL!.i.V,f.dpbem fobaelby."Irwhiiiadmsan I8S.WphnW.W I1r,a4idtidmaati�,e®ntB�tgepbe 25gp7y }f A A34951 Southern Truss Companies, Tnc. Truss: A.2 e: 145243 �Truss ata.+ 2590 N. kingsliighway SOUTHERNTRU S$ Fat Pieme, Fl 34951 Date: MOM 4� 24 PM COr"p" � � COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: I Of 1 Truss Versoa 2016.113 [Build 10] Material Databaseversicre 1564 Span Piteb Q(y OHL OHR CANrL CANER PUSS Spacing War/PLY 4240 5112 2 ON 0.0-0 1-H 1-0-0 1 24in 212lbs 42-M i- 1-0-0516-15 6-8-3 5.10.14 3-0-0 5-10.14 6-84 5-6-15 14 14-06-10-15 13-7-2 19-6-0 22-6-0 28-0-14 35-1-1 40-8-0 42 5x6 HS 181 5x6 HS 18 \ 6 7' 12 12 5f �5 3x4 / 3x41 5 8 3x5/• 3x51 4 9 9 cb 3x4 / 3x4 \ 3 0 1x5� 0 1x51 3x5 - 1 3x5- 1 1 12 T19 18 17 16 15 14 20 3x4 - 3x4 - 3x4 - 3x4 - 3x4 - 3x4 - 18 5x4 - 5x4 - 0-m 1.4-0 7-10-6 7.10-6 7-10-6 7-10-6 0-0-0 7-10-0 1-4-0 17-0-13 24-11-3 32-9-10 40-8-0 42 Loading General CSl Summary Deflection L/ (toe) Allowed itad (ps!) Bk(gGude: FBC20171 TC: 0-75(7.8) lhtrlt 05n L/932 IS L/180 TQ.L: 20 TPI I-2014 BC: M(19-29) vhu-, al8n L/999 (17-I8) L240 TCDL 7 PPmbrinaesx: I& NNW:a70(3-2D) Csdani- OD2nUP 2L/999 (I•I) 2L/120 B(IL: 0 II(B_: 125% G t/CHLL• Oil 2L/999 (1.1) 2r.l120 BCOL: 10 FbaOt a16n 13 Phem( (Jaaa-v,# (1314,2-3Q.) (2:1-*1,%) (3:1-11,4=) (4D41,1-1022) (50Oj4322) (6D-11-I2,ISJ (741j-12,16) W-0}13,12) (9.0-I1,1-IQ72) (lai-11,48,22) (I1:1-0,41y0.) (12314y3j1) (13d-I23-0A (I4DOj�8,0.) (I500,1-I2j1.) (16rFO.3- (1740380.1 (IBDAI-12A1 f19D-03-80.1 (70:1-1730A1 Reaction Summary 3r Type BrgG=bo BrxWHh M ehi RoditWh MaxRmd M G-U* MaxV"Lbrft Maxibrdl Maxlbz 20 Pn(VA I Sn C—M—y 300n 1419W - 168bs -mlx 119bs 13 HW(VAT) I 8n C—ma.ay 3D0'n Ibl96s - -Mbs -08hs Obbs Material Summary Bracing Summmry TC SP(AL97r2013)K22x4 TCBaft Smf4 txgx67.20= BC SP(AISQS•7r113)622,4 BCB. g S1®4xdmh0 Lt-1APjfndaignby0fies Nbs S'(AL462112)432x4 Loads Summary 1)Th'sxwshasb-ds;/dkxi.f,d&dtxb IOpslbo dxxdfu badphsd®dbad; z)Thcrosslasbmid�j+�rar6edfeaorwidbad;namxdanxwlV.9�7-lowh heroUagmhfnalnpa 1(Aa�hol:naeExpnaveC,PoNFidn�LCabLiipBuhig(iegcxyn(1=1m).(MaeBY),q . Dim4af.4733$h=15f;IUEadZ—Tnsybblwadwdi—rtil.a Dfl_=1l0,CCZm )hrdh4f( 3)Mnrmm Sarageaortad:�naanrdatm�tiBCTabNIfA7.l hasruMnappGat Member Forces Summary rbkidatsManbcigmax(S,naxa=o,ram(maxax�.raaedadraeafianmaxaxblraa� TC 1-2 0376 451 hs 5-6 0.747-2,47bs &10 0.728 .2,714 bs 2-3 a404 -5796s 6-7 0,627 -1,8 h 10.11 a401 -5796s 3-5 a728-2714Lc 7-8 a747 .22471a II-12 0375 -151 hs BC 12-13 0A8 464M (.131 hs) 16-17 0.TM 1,742 bs (-7366s) 2D4 06M 4641s (431 bs) 13-14 On 2,4786a (41 1106s) 17-19 0831 2209% (-IX2bs) I4-16 0831 22o96s (4953hs) 19-20 osn 2478hs (-1219bs) 1 e 1 VlU. 2-20 'a145 457hs (.371 bs) S17 0543 •571bs 8-14 a132 324bs (-89bs) 3-20 o695 -227aM G17 0.440 611 hs (-288bs) la073 l4 0229 bs (4316s)\\ •� ��—t�! /`/,/ h vL 3.19 OD73 2291s (4316s) 7-16 0.440 651bs (-238 bs) 1413 Ob96 .2,2736s \1\ �• �T-�� &16 0543 II.13 QI45 4571s (•3711s) ` 5.19 a132 324ts (4)96s) -526s `�L--�WGENs���t��/� Notes- I)Th'awn'sla�onA9CE7-IOasrdaemlbyM]D17F1xiiaBu3Tng(Lde 1 i . f P5 76 2)%.MCR"%aCRarci eimlaWWaorelddknbsd FmbadplslraspmmpawoiddlID�nd,xndadba4avnpmlasi7dl ll.+(I:a-I)xilll II.haamCarmwitAK�1/rR 1. 1 ' 3)A¢arryamnl(aar.Cq=IDghasb�mappSdoixphehvalmisdrimd�vnhaasspm1'�byheTmsMamdaoxepcATHRA I-70025®on242 r s) ni� 4)Spsdd!ad;p'. dsaregeopmaapvdilt; - X 5)®Tndsaesmn6xtasbealn�aia(QR)rgaialarkbtadoa(s)sh a Rmof(LR abnckgm ydagmlybraa -D, W®QRBRACF Forahro6.snQRsanddngamlhraag� nwPSREnsat -p STATE OF j � 6)f;�+w:,dr�sa�o��mMw�4sayrae.� `. 73 �2 Ai�lcr i0-�`���C_ORI�_ SS/ONAL �/l{I1111 TOR�lmpjofdisdagndmlhefiani¢�aiofntmsam:7ludstofh'sitdviinllux'sbamlmd.gna'vaaMrgimtsisagpdbyheTnlx:MarvdamcaMrdau(mdramvaq sodamp�s�oflnnforrtadnsx(altbyheBuiiag Brian M. Blealdy ilygcAsadmhsdrew:g:dmafpiofemrmlmgimigresporshiysoldyforlemsmrtQaiaads�tdtoenSmhemscpagrrrdhe^Irtipuaotirdaato¢m&Geualrl�s PageforaddimalisfamaionAlmm�rp66dnlbe &yE.&97605 mamdaoudbySmp®n3vg-TeCmger011rcnaatidamvitEltR-2762.AImrntmrpzesart21gasg5wl>SiespddpbLSQe'sfohaatb7a"ISwlidi itd®esan l8ga> phCor'S71ffwtidt id'mesafighcsnn l8�ogephe 2590TS)G R&FtPe2fl34951� Southern Truss Companies, Inc. Tiuss: A3 2590 N. kings Highway Phwanle: Dmisjmer c SOUTHERNTRU SS I Fat Pierce, F134951 Date: 2212018 45825 PM COf1p°b'e"(ram CGMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ION Truss r ' �ca 2017.7 [Build 14] Material Datatase version: 1564 Span Pitch Qty OHI, OHR CANTL CANrR PLIES Spacing wGC/P1.Y 4240 5112 2 040 04" 1-0-0 I-M 1 __ 24 in 217 N, 42-0-0 1-0-0 4E-0 5-3-5 6-4-11 7-0-0 64-11 5-3-5 1�-0 5-10-0 11-1-5 17-6-0 24-6-0 30-10-11 3&2-0 40-8-0 42 5x6\ 6x6- 6 7 12 5� 12 �5 3x4 / 3x4 \ 3x4! 5 8 3x4\ 4 9 rn 3x4 ! , 3x4 \ 3 10 v 2x3 l 3x5- 1 2x31 11 3x5- 2 T19 18 17 16 15 14 20 3x4 - 4x4 - 3x7 - 3x4_44 - 3x4 - " 13 5x5 - 5x5 - 0-M 0-0-0 1�-0 7-5-0 &9-0 7-0-0 &9-0 7-&0 1•d-0 1.4-0 &9-0 17-M 2'a 33-3-0 40-8-0 42 Loading General (NI Summary Deflection L/ (loc) Allowed Load (pst) BIJ9Q -. P3C2717I TC: 0.73(73) 1tnCR: 0.49h L/946 (14-15) L/180 TOLL 20 TRI-2014 BC: a92(13.14) V.11-1 0.18h L/999 (IS16) L240 TCOL: 7 RpMbrl—: a Wb: 0.72(&16) GuecHTL• ODIhLP 2T./999 (1-1) 2LI120 Daj- 0 OOL: 125% Cm/cFILL OhTF 2L/999 (12.12) 2L/120 BCC(-; 10 R-CR: 0.16h 13 14e0fr-(ha7,'Y,j& (19-14;-3A) (2DA31190.) (3:1-14,4AZ2) (4611,1-1011) (501031322) (60-134 ,78) (7:1-123-8A) (840313A) (9D-I1,1-IOj2) (10:1-14,49A) (IID031190.) (12314y3AA) (13:1-123-0A) (14DO3;lA.) (I5DQ2-0A) (160-03.8,0.) I'l,173-30.1 (I8042-W) (19D0340.) (20.1-I23-M) Reaction• Summary 71' Tvoe &RCombo B:R110h Meal Ttod&¢W.Lh MaxRma Maxoa tw M.W.EtH,, M-LW M.F.1k 20 Pn(MI) I 8h cae M-q 3DOh 1,91 fs - -698 bs fi081s -107bs 13 BRol(WM I Sh Ca Ma-y 3D)h 1191 is - -Mb1 -MIS Obs Material Summary Bracing Summary TC S'P(AL6C&2013)422x4 TCBmerg Shwbado Ve-a °OrKR 61dagnbya- BC SP(AL9]L2013)622x4 BCBmmr 9xaEiaforAa':satSl-0,Ac6idaknbyOhes . Wb. . 5P (.419_Y.2012) O N4 Loads Summary I)7b's.ushasbend.k,.dforMD�dx:b IOpib—d.di.bWdplsdsdba& 2)Th'seushesMmdoerdfaledfasofa:dbad;he�rn sht9Lf7-IOuh hefWmw�guadird'ryxa 160mphulinee,EyeareC,1v1yEr3w�CrbLiip,BuiTilgCa�ayR(I=IDO),O+cnlBBg TAas40fb,4733%h-1SRNxEMZ-T.mNzil.eldu*mm'd.e DOL-160,OCZ-Vdh4fl 3)M'F—sbr.E-.W&Sha-d --- I,MMbh1607.1 h--Ib-appa+d ' Member Forces Surom ry TabkhdmcsManbclgmax(Sl,nnxaxhlfb o (naxeunp .fpaeGdEraeafbmmaxaxblfe¢) TC 1-2 0309 -345 bs 54 0.731 .2,160bs 8-10 U14 .2,6616s 2-3 03M -459bs &7 C730 •1970bs 10-II 0334 4"bs 3-5 0.614-2,660bs 7-8 0731 -2.159 bs 11-12 0309 -344 bs 13C 12-13 Q462 - 3581s (-IOl is) .7- 1 09Q5 1924I4 (S86bs) 261 Q463 3591s (-1011s) 13 -14 0918 21Q bs (-1,720bs) 17-19 0913 23O21s (-1,177 hs) 14.16 0915 2302bs (•1.1781s) 19-20 0916 2362 bs (-1,219bs) ���11 �' I I I 1 �/� \il. 2-20 0.128 402bs (-335bs) &17 0.198 488bs (-137bs) 10.14 0057 141 bs (fibs) 3-20 0.636 -2,283 bs 7-17 0.136 243M (.242ba) 10.13 06i7 -%Mbs �� �\ WI (� 8� 319 QO57 141 is (46s) 7.16 0.198 488bs (-I IB bs) II.13 0.I'M 400N (•335bs) � `f SI9 0.112 16 0.720 -5401s 2761s & S.4 0.112 2761s SI7 0.719 -539bs Notes I)Th"sda�n 66asdbMSCE740asideamibyhe2(17PbrihHilfngCnde 2)'UnCRaMFb2CR=dKwualandhoriz"lddida dxlnsanvAsgbieWdplstmapmmM=ofddlein&m&dke(kmmpndmU& TL+(K.-I)iI)iLU -nenorda=1W1AI WM 1. q 3)Agmfrymnrolfamr,Cq=IDO,hssbaapSdotrieplaehlranvalxsasspailldbyiieTnsMamdaoxcprAN9/fA 1-20025®on2A2 --- 1�-.r- J x Sj®tdr4 awmshnairp aR)aauiela irb rmn(s)SmalhrvsotCiRms6mdg n[t7dngaaybra��nwmCf BBRACEFo amnau abMPaW&8walb--- = STATE OF 45.2cr18' �O 6)L'aedw:dupift ba�onMWFRSOnFjtad�1& \\ �2 ORIV -'310NAL E�G �\N �I11I111� LY)f7CEAmpyofb'sdsbn9elbeficn-s'eluimm'onomor.7hedsp�ofh'siidxilalrlv;'sbas�md�auuaMrerimnaEslpp[a1ba�Mns;Maiul'eticerdrdaupu hramray ardmmplsmofhehfomeanafortlb3'heH1 g Brian M. Ble)dy Tla®cAsalmh"sdmwigildsae;amPuri¢ofpofam®ImS.mSgn vsT>&yml3i'forhenr$mr�onaadegn9oen9xhemsc{agrandbe'7mpoial¢infamsdn&GmcalNmm"pageforaddux¢IhfomarcnAlmasnrph��albc &u Erk&il)6051 uwnd'aoa�bySmpsn3vlg-TeCmge�,Trchamad�aaatF9t-2762.A1mmmrpbee1e21gaygqunlsi faipUesce'sfNmdhya=i8'wiidihdoean l8gau KarStllS,uhdlhdm6ali�a®nl8ga epbe 2590TTKG VdLRFe¢R34951 Southern Truss Companies, Inc. Truss: A4 2590 N. king; Mgiway ��ap' cam$ SOUTHERN TRUSS Fat Pierce, F134951 Date: 2212018 458:26 PM �,� Sollmor>ST"1 CaTwThin COMPANIES (800) 232-0509 (772) 464-4160 (7-72) 318-0016 Fax Page: I of 1 - r U rsicn:2017.7 [Build 14) Material Database wr9m 1564 Span Pitch Qty OHL OHR CANtL CANTR PILES Spacingg WGULY 42-M 5 /12 2 00-0 0-0-0 1-0-0 1-0-0 1 24 in 220lbs 42-M 14-06-2-14 7-11-2 6-0.13 4-11-3 7-11-2 6-2-14 14-0 7-6-14 15-&0 21.6-L3 26-GO 34-5-2 4041-0 42 5x6 HS 18 - 3x4 - Sx6 HS 18 \ 12 5 6 7 12 5F �5 3x4-/ 3x4 \ 3x4 / 4 8 3x4 \ cp 3 d, 9 c 3x7 / 30 \ - 3x5 - 0 3x5 - 1 1 T19 18 17 16 15 14 13 20 6x6 - 3x4 - 3x4.- 3x4 - 3x7 - 3x4 - 6x6 - 12 1.5x51 1.5x5 l 0-0-0 0-M 1-4-0 6-2-14 7-7-2 1-5-7 6-2-9 7-7-2 6-2-14 1�-0 1-0-0 7.6-14 15.2-0 20-7-7 26-10-0 34-5-2 40$-0 42 Loading General CST Summary Deflection L/ (toe) Allowed L-d (W) BBSOde: FBC2017/ TC: 087(7.9) L6rQt a43n L/999 (I8-19) L/183 TCIL: 20 THI-2014 BC: 082(I3-IS) VALL 0.19k L/999 (I5-16) L/240 Tin(.: 7 %pMbrin : 1Cs 1h: 095(10.13) Ca dc" L- OAI i M 2L/999 (I.1) 2L/Ihl BC L: 0 nOL: 125°/. CamIGHIS- ObIF 2L/999 (I -I) 2L/I20 Bca 10 lb.M• 012b 12 PhbCfsm(JffNv r& (13142-3A) (3:1-1231,I0.) (3:1-12}I72) (0-11,1-I0j2) (541j•I2Q) (6:1-12j-V) (704,IAI3.) (9:1-12j-1A) (10,14231,I0L) (11314A-3p) (129-03. ) (13:1-I2,%;) (1440,I.12A) (10-0j-8Q) (16:1-1238/I) (17:1-123-8D.1 (18041-1211) (19-.1-121410.1 (20 43-09a) Reaction Summary IT T,,e gC—bo 11,P. Maebl WBIW1111 MaxRma M.0 v blll M"1111d11" MaxTket M"bri, 20 %(1166) I ab Cp M—y 300h Ixt. - -MU -698M 95bs 12 mu(wm I 8n Cd M—ry 30)n ix bs -Mbs -(88 bs Ob. Material Summary Bracing Summary TC SP(AL9rG20i3)*2N4 TCBIaft Sh fWd AaGsa12-&0,1ia61dsmby06ns 13C SP(ALXX2013)A22,4 BCB—ng: dpbyam Ribs 9�(AL9�2012)43a4 Loads Summary I)Tlf.mba5b-d.�rWfart,xT"Aeb IOpdb—dmlMba dplsdsdbads 2)Tns�lusbmdmigrWforimr=ofuWbadiia=Wwm4 M7-Io.r,nmrob;ig� fnidipl6o�nm ar>.paaRcrwyEa d�ntitfpe�au�� ynpalm>o�1H 17ins40fu47334h-15AIQx1sdZ—T,ss,)J'.ticmdadlax65.0 DClr1.60,CCZ—Wdb4a 3)M•rfrmxnmmgmd:ba&gi,.—da ,4,TBCTabb1607.1 h—b—Pp5e Member Forces Summary TabbiAim�MmbclamnCs.ma.axblfaa;(ma, mpr.f=ir&T�f�a,'nlfba� TC 1-2 0.403 -394U S6 0367-2,189h 9-10 am] -2,724 bs 2-3 Q787-2,7236a 6-7 0815 "2A%bs 10-11 0396 -383bs 335 S U -2342 bs 7-9 OS74 "23411s 13C 11.12 0420 398bs (-176bs) IS-16 0.782 2,1976s (-If1676s) 19-20 0.427 399bs (499M) 12-13 a420 3986s (-176bs) 1617 0.714 2j171 bs (4,0176s) 20-1 0.414 3991s (481 bs) 13.15 O821 24576s (42956s1 1 7. 19 0772 2A56bc (4.2926s) 1 1 W.tb 2-20 0339-1,4011s 5.16 0.142 3496s (-145b;) 9.13 0.068 213bs (-77Is) 2-19 ON2 2,07Obs ("1,1616s) 6-16 0.163 1811s (-179bs) 10-13 aw 2,0746s (1,1696a) 3I9 am 214bs (-74W 6.15 Q156 -36S bs 10-12 0338-Ij99fs �/ �. �P 317 0.191 -474 bs 7-IS 0216 '531 bs (-151 h) / ��" --•l,� ��ENrS `� /x 5-17 a 58 390bs (a0ts) 9-15 am -476bs \ �. ` I)MdepkbamMaM9CE7-I0.,dr. Ibytb7Q 7FbeidaB.U.SGok 2)16tQtardTirzCRartirsenalandMr¢analMhc4asduebixkadpbsixoapompolaaofddhimduebdmdbaQampuMazlbl lLi(Rc"I)zR1117L'naanNa:la sh.4T.9/rP11. 3)Aq-T,y—olfa—,C4=ID%V-b-.m,Wobe0bbtmal-i--de yAwbaasspddby ieTmsMan�aucpcAhHlrA 1-Xn2S�2.42 ,..r I�C ) — 4)Aosmb&abageopaecpdd'ng. � ` x � 5) ® I�saErN:CRealnvain(CLR)�uidacbebmim(s)dtwSnRowsofQRrmmbmdapatlyd'ega�aybamd,sxDR'®CiRBRA�ItYa�mc aoCLRsnndd'egoaltramga STATE OF awe 6,I�u4ds�l8rma'vslx�mMWFltSOdybndig �o .\ �. 2 • z3• 1��,' � i .c� •�CpRI�P'� �� jsS'ONAL N/llitlll TL7r1�Aagyofdt'sdagn�albefun btleasialmr,tamr.Thed9'gnoff�rdxiial 'sba�m na'aruardr¢Iaisroras{:pWb9fbTn�MandnucaMrdaupmheamaay ardmmpLs�ofhenfomamnmful,byMBud1'r� BrianM.Bkaldy lhyirAselmtfstrawngildm6aaepmnmafpof®r®Iegjlmi�gl�osbSry�liyfarhen�mlrryorinndagndaunSabcmcpagealdh'lnlpeva¢Idommion&Cxnealt� �gefaadddonalidumaiortAlmmmorpbbsAalbe7 S.,��471 mamdaoaedbySmpan9or�TeCanp,rylrcuaaadan¢wd�E4t-2762.A1mmnapbecamX)gorgesnL$tespmTmplaes`vs'sfotasalb�a=18'wtu'b ildaaan f8prueepheorSelS,whiilidmaalip bsiul l8ga�epbb 2-590XM=VdRPamR34951 Southern Truss Companies, Inc. This: A5 2590 N. kings I-Eghway Project Name: 43 �'� -..' SOUTHERN )c w(iss FcxtPierce, F134951 Date: 2(212018 4A:26PM �Q°'pO°�SOOt��A (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 Of 1 TrussCOMPANIES a Ver9Q12017.7 [Bdd 14) Material Database version: 1564 Span Pitch Qry OHL OHR CANTL CANER PLIES Spacing WGf/PLY 42-U 5/12 2 0-H 000 1-0-0 140 1 24in 212ibs 42-O-0 1-4-05-2-14 6-11-2 7$-0 71r0 6-11-2 5-2-14 1.4-0 14-06-&14 131r0 21-M 28-Cr0 35-5-2 40-8-0 42-0 • 5x6 HS 18 - 1x4 1 5x6 HS 18 - 12 4 5 6 12 T 5� �5 3x4 / 3x41 ° 3 7 3x7! • 38 ) C, 3x5- 3x5- , J�ej 9 1 T17 16 15 14 13 12 11 18 6x6 - 3x4 - 30 - 3x4 - 6x6 - 70 1.54 1 3x4 - 3x4 - 1.541 0-0-0 0 0 0 1�-0 5-2-14 6-7-2 7-10-0 7-10-0 6.7-2 5-2-14 1-4.0 • 1-0-0 6�r14 ,3-2-0 21-M 28-10-0 35-5-2 40-8-0 42 Loading General (NI Summary Deflection L/ (loc) Allowed Tmd (pifJ BBgCade: TBC20171. TC: 023(45) 1MCR 0.47n L/994 (I3-14) 1.1180 TCIL: 20 TA 1-2114 BC: 084()4-16) VAU. 021 n L/9W 14 L1240 TOIL: 7 PpMbrl—: 1's N% O95(2-17) CaMC4iriz 002ntr 2L/999 (99) 2L/120 HCSL: 0 DOL: 125% 0N/QiLL 001 MP 2L/999 (9.9) 2L/1W BCC(.: IO H-M 0.12n 10 14ec0'=(IOCKpngk (13I42-3pa (21-I2y1,11) (3:1.12y1= (404.342Q.) (5403-8y0) (641}42A) (7i-12}IZ2) (M-1231,10.) (93442.3A) (IODAWX) (I1:1-1239J1.) (121-12}SA) (13DA1.12A) (I4D434tA.) (ISDAI-12(1.) (16:1-12,3-.M) (171-1238n) (I8003-090) Reaction Summary Jr Type RTG-bg &.%NM Mabel RgdMWBh M.PR wxG vLM MaxytdtbTdl M.tw M.H3& 18 Pn(Ml) I Sn Cbn Maaxay 3D0i1 115346s - -698bs 188 bs 83 bs 10 HRGI(Ml) I Sn Cnn�Masmy 310n 1S541a - •98b, -Mlx Ols Material. Summary Bracing -Summary TC SP(AL9]5.2013)x22x4 TCB.6* ShmtWw% m0410,Hafnd�bY0has BC SP(-4131b2013)Q2x4 BC]amdw, 9imMlorAu5sat51F0,11xfndag�byCYns W . SP(.4LSC6-2012)h32<4 Loads Summary I)'Pis—ua beads�Wfgrhedi'a ofmirIOpiLoa D*mm�ebadpWhadtedc 2)Ttian ahasbe>,dagxdfgrfKdi'�ofwidhad;uaomtvm�%44.F1-IOu7ihefoUsuguird!'relnpgt 160mphuGwr ExpmueC,TWy&dxe4Ca66Hp13ud1'ilgCalgaYBQ=111D),O—IBgg DissdOflx4733$b=IS QblxEnd7meT)us,T�dicedadlm�DC1(.=160,OCZcrcWdh4fl 3)M'nrtmns.-g,—;AsQmnamxd.--d,TBCTabk1607.1 h. nwb—ppEm Member Forces Summary TabhfxfimsManba1gmaxL9,maxaxblto�(maxmmpcfom dddTaeafromnnxaxal(aaj TC 1.2 0322 -3I4 bs 45 OM2 -2,510 bs 7.8 OE33 -2 fi681s 2-3 0633-2/LSIs 56 OS32 -2Sm bs 8-9 0322 -314bs 3-4 0807 -2471 bs 67 0807 -2.471 bs BC 9.10 a151 323 bs (-139bs) 12-I4 0340 2204bs (-1,123hs) 17-IS 0351 3231s (-173 bs) 1411 0351 323 bs (1396s) 1416 0840 2�(Mbs (-1,1221s) I8-I 0351 323 bs (-139hs) 11-12 U19 2.4111s (4301Ls) 16-17 0819 2411 Is (-1301 ts) ` vas 2-IS 0339 -IMbs 414 0.493 563 t. (•269h) 7-11 O.072 228bs (I50bs) �`�\ h�� OJ 2-17 0254 2,1011s (-1,215Is) SI4 0276 -399 ba 9-11 0lu 2,1011s (4216W) - ` l51 fit 317 O2 2s (-56) bs 0339Ij6 11.W2 3-16 0297 -286W 612 0.145 357bs ���• lr `� /` �/ ENS[4-66 0.145 357bs 7-2 0297 .286 bs �Cj Notes � P5.7601 I)Th-sda�•sbaafmA5CE7-10asidamodbytc2Cl7Ax(1aBiUngCade 2)W4Qta.dFlo.zOtareQeve6abudhar'amalddlxforsdx:ofvebadPlsimapmmpomuofddtm'iidaeodmdbad,mmpialasTbl LLi(ICa-I)x4ll DL'na�darimshA\9lrPl I. 3)Agibfiymmolfamr,Cq-IDO,hasbaaeppfidbt�ephebealn��hsgnvaf�azsp��byMTmsMamdamepaAMIM l-2=Samn242 ) 4)Awidradepu�amgecPavaPondng 5)UW.id.pTfi..i.sbvmdmMWFnolywd^ J -3 ; STATE OF 1 n i j�"'10NAL �lllllll� NJfi�Amryofvfsd�1Sa16efumddbinamlmmrtamr.Thdsienoth-siafivhaln�'sbamimd�a�e.diW.isanabsgpfdbyheTnssMamfaoraM.danpminamaaq e.dmmpL�esafheidasm�s�farhbyOieHsiiisg Brian M. BlP,aldy T1agcAsmlmb"shauilgndmsaaq�on¢MPofamr°IalB.mng. iys6}j'for4rcmaoxr�cnndddp�JuanSxfemscpagtandtrc9ls�gamLdartreion&CmaalTioa pogeforadd.6.alidama�Alm.'bnrp�Snlbe S ..mmdamdbjSrnp�n9mgTeCanpv�Ircna®.dar�maYlE3t-2762.AImmbaphesam30gavgrml�irspaifblpbc�e'sfobxdtye=l8"v}iB, ixLmtsan l8pplgepUSm'9YIS.wtid. ild®Qahghesin l8�rggephb 259011 }L�hR A34951 Southern Truss Companies, lue. Truss: A6 {` 2590 N. kinga Highway 145243 SOUTHERN Trim;D�g>e� TAtiss Fcrt Pierce, F1 3495 1 Date: 2/21/2018 4S827PM So>wi TM IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ION TrTrussCGMRAN MersiQn: 2017.7 [Build 341 Material Database vernal: 1564 Span Pitch Q(y OHL OHR CANrL CANER MIES Spacing WGT/PLY 42-H 5 /12 2 040 04M 140 140 1 24 in 208Is 42-M 1h-0 4-&14 5-7-2 64-0 6�-0 6-4-0 5-7-2 1:14 1-4-0 5-10-14 11.5-0 17-10-0 242-0 30-M 36-1-2 0-&-0 42 5x5 - 3x4 - 3x5 - 3x4 - 5x5 - 12 4 5 6 7 8 12 5� �5 3x4 / 3x4 \ a 3 9 ,b { 3x7 c / I 3x5 3x71 10 3x5- 1 1 1 T19 18 17 16 15 14 13 20 6x6 - 3x7 - 44 - 3x4 - 4x4 - 30 - 6x6 - 12 1.5x5 l 1.5x5 l 0-0-0 0-0-0 1-40 42-14 5-11-2 9-6-0 9-6-0 M7- 42-14 V 1�-0 5fr14 11-0-0 21-M 30-6-0 2 40-8-0 42 Loading General M Summary Deflection U (loc) Allowed Inad (ps0 H%Cadc }BC2017/ TC: 06.5(5 7) 15tCR ON it LBO (I516) 1,/180 TQ3.: 20 TPr 1.2014 BC: 095(16-19) VAU-* 0-13n L/999 16 1.1240 T OL: 7 Rq)Mhrin x: Y. P%: 092(7-14) C mdo- m 003 bLT 2I.M5 (11-II) 2L112D BC L: 0 IIOL: 125% Ca dc"LL 002hir 2L/999 (I I-11) 2L/120 BCC: 10 rb ck 0.13it 12 P.-OTax9m7(Wpt0 (15-14y3A) (21-173-19.) (3:1-14; Q2) (40039A) (5003-SM (6041-12A) (74AMA) (9"3-9A) (9:1-143-Oi2) (IQI-1731,IQ) (11314�•3A) (1204,14X) (13:1-12,Mn) (14:1-12}8A) (15=-W (16003.4A) (I7II02-0Ql (18:1-I233Q1 (19:1-12}803 (200,a 0 ) Reaction Summary Jf Type Btacmibp BgW&h MMU PodBmWM M.R® M.Cr4 tw May"UoBt M.LM M.Tbrie 20 lit(R50 I Sit CantsMavay 300it 1,5.541s - •6986s -M bs 70h; 12 RM(MI) I Bn CammMa..y 3AOn 1554h; - 188 bs .081s Ohs Material Summary Bracing Summary TC SP(Q335-2013)922<4 TCBac3�a, Smitela'AciaaL:ll-0,Apindagnbyp)ns BC SP(.4L97.2013)A234 -W BCBamg 9mh ft.,5-t4-7-0,M.&-gnbyM- 1517 BP(ALSCG2013)SS2sd , WA.SP(.gS05202)g32z4 Loads Summary I)TI, m,—hasb—&i lforfimT=&cb)0(eibptmdmdMbador dsdbu6 - 2)7Tu et�hasbandegdfprltaHaaofwidbadsnsamhrmah 7. 10ahix(OLr*i dfutitps 160tt�hukwKEgc.eCivyEd�,Ca6L-F�.Budins(`at�ayliQ�ID(12WealBgg rir¢40fix4733f(h-151(NxE,.dZ—TnMl4iLh.", mmroieeiDLY-IL0,OCZ—VTdb4fl 3)Moim--Beamb,&i ghemd.-,WtT3CTabL I607.1 bnWbenappi i Member Forces Summary Tab@rda¢Man6rlgmaxCSl waxblfow(maxm p.fa¢lddfea fam erzablfa� Tc 1-2 0277 -260 bs 45 a643 -23291s 8.9 0647-2559Fs 2-3 0.494-2j67ba 5.7 0651 -29Sa bs 9-10 0.494 -2567 is 3-4 0647-2559hs 7-8 0643 BC II-12 0297 268 bs (421 Is) 14-16 0952 12-13 Q297 268 bs (421 M) 16-IB M2X91s -2329 is 10-11 0277 -2601s 21839is (•Ij38N 19-20 0297 2631x (.144hs) (-Ij37bs)204 0297 268W (421 bs) r J 13-14 0876 2352h; -1301 bs11819 0876 0918 234bs (-1300bs) Is 9-14 0097 \\l•\ �� $ LVls 2-20 0341-1399bs 5.18 2-19 0842 2,073s SI6 0.135 -711 -122is 313 bs (-98bs) 9.3 249 b; (-2�hs) f (42MM) 3.19 0.079 249h(.229W) 7-6 Q3 3331s (•98bs) 10-13 =2 2,073 bs (2s) � ENS : 3-I8 0097 -Mbs 0.918 -711 bs 10-12 0341 -1399 bs � (-17b)7-14 02% 4-S Q254 624 bs 8-4 624bs (-2371s) /l Notes - 76&t i P I)Th'sd ibadaMSCE7-10—fa—dtyi 2017RyffiBulingCode 2)VnCRardH=CRaretwdmIwdhwi!MtkibibFbadbhaaymmanpfddbdmdmd®dbsd,ap e.DefiL+(Ka-gxllfl LLnaadtIAANSfM 1.- , . 3)A¢afrymmdOmr,Cq=IDO,hasbeneppBdohpltehtzaltaisanQ.h. tvabaasSRtifaityheTrt�MamdenacpaA)•H/fTi1-20MS in242 4)Avvilradapbrdmitagebptoe¢patdrg STATE OF jn�—� 5)tsda:dtytlflrceainsltasdmMWFTLSotylndig i'� �� S0RIDe%G�� /Jlj/- S'ONAI- \��\ T17f7CMyyafitsda�ndal6efimisltdolrcaeisnayaamcThedsgnoftt'a:dbrSnln�'sbasdmdspfa'toeandtequ:vmcsppLdbylrcTraaMantdaacardtds�mlramaaq atdmmp�ofheidatmum8laltbyteBui7ig Brian M. B3P.23dy Ih�rAsalmitsdauirg itdmfppfar;aralmg:mirg�ashiys9yfo-iertr$mmpateuday�duunSxttemte)agfaMhe'7tttpaatpbdaamion&Gatea111$pngeforaddmitalidamadmNma�rphts3albe , cy� 476Q51 mvudemal6ySmp�tSmg-TeCattppptytrrc:tacmrtlaa¢aitE9t-2762.AImvmorphaveIllpugStmL$hspe>i'alptaetee'sfotradbye=l8"aMti�¢en l8�ugrydst;pr'Salff alidi iidtasalightetspnlBPpt t 2590Mr�&R R34951 Southern Truss Companies, Inc. Mom: A7 2590 N. kind Higl3�vay 145243 SOUTHERN rTruss>��•. TRUSS Fat Pierce, F134951 Date: 2212018 4:58.28 PM TM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Truss Version: 2017.7.1 [BuUd2] Material Database version: 1565 Span Pitch Qry OHL OHR CANEL CANTrR PLIES Spacing WGr/PLY 4240 5 /12 2 0-0-0 0-0.0 W 140 1 24 in 2041bs 42-M 1-0-0 3-5-0 4-9-0 7-8-0 7-8-0 7-8-0 4-9-0 3-5.0 14-04-9-0 9£-0 17-2-0 24-10-0 32-6-0 37-3-0 40-8-0 42-0 5x8 HS 18- 1x4j 4x6- 3x4- 5x8 HS 18- 12 12 4 5 6 7 T 5F— 8 �5 4x4 ! >4x43 ,x4, ,x 3x5_ to 0 0 3z5- 1 1 T18 17 16 15 14 13 19 3x4 - 4x4'- 3x9 - 3x4 - 4x4 - 3x4 - 12 5x4 - 5x4 - 0-0-0 8-2-0 7.8-0 7S-0 7-8-0 1,L' 0-0-0 8-2-0 1.4-0 g-0.0 17-2-0 2410-0 32-" 40-8.0 42 Loading General (N Summary Deflection L/ (loc) Allowed road (PsQ BldgCgde: FBC2DI71 TC: 099(45) VnaL Q726 L1646 (I5-I6) L/180 TCLL 20 TPI I-2014 BC: 0%(IS16) IMLL 0336 LIM (ISI6) L240 TC(L: 7 R.PMbrhnmse: 'Ifs Non: 083(3.19) Oudc TL• OMMP 2L/544 (1-1) 2L/120 BCFL: 0 DOL: 125 k C.mJW .L• OB2i"tP 2L/999 (1-1) 2r./120 BCLC: 10 V—M 0.18n 12 F�t«f�(3��naMk o}14s3a1 a1A4-5sea (3:1-14a9n) (4:1.123-M.) (50034.sl) (60oV-0n) n:1.123-8n1 (a1.12s-8o) (9:1-14,49�2) (10.11;45y0.) (I I.3142-3p.) (12:1=12,WA) (1300',.8,0.) (14002-OA) (15:1-I2}8f1) (1600}Mp) (17002-0D.1 (180-03.80.) (141-I2i0D.1 Reaction-Sumnrary 7f TM. BmGp bo Bgwdh Maee1 RgdBmW h M.Rmn M.C—ijU 1 M.MFaltbNs Maxtw M.H k 19 Ph(N6q 1 Bn 0=m Mamy 3BOn I554 bs - -98 bs -tAbs SSbs 12 13Ro1(Nhq I Sri GM—M—y 3006 Ij546s - -M bs 188 bs Obs Material Summary Bracing Summary TC SP(AL9052013)K22x4 TCB •g %.t d C SP BC BC&adhc 9+eiAalgriiaisat4l-0,AafidsBnbyOhas NBs SP(ALSCb2012)4r32.4 . Loads Summary I)Th'snsshasbmihiT,a�rorkdi'vadseb IOpiboandgrdfuebadpludad� 2)7h'amshasbmidspinlrordiedf�ofanQ bad;naaardaimshA�1-IOu�(xfW.igmddnni:�x I/AmphulimkE�mae�fuNFid�dGsNiI:IiQ,Bu�'sg�tguyB(I=IDO),O+cniBkAg r7 s40fta4733fihn15AlQhEndZ—T..;N&cedaabaxs .drCL-160,OCZe-Wdb4ft 3)Mniraan graarrvd gneaasd—,hIBCTabk1607.1h. nmb rappld Member Forces Summary Thbt:��M1�maxcs, �axax� raa (ap.rg�ddar�gft�aa�xa,blrg� TC I2 0242 403 is 4-5 09S5 -3SO4 bs 8-9 0.704 -26%N- 2-3 0273 -Mhs 5-7 0986 .3j04bs 940 0273 .4221s 34 0.705-2h50ba 73 0984-3504bs 1041 0242 -4081e _ BC II-12 0b15 374h(-19h) I5.0961 3,,04 bs 191-1 0b15 374bs (49m) ,86s) 16 12.13 0138 2X4M (-1,U1 bs) I618 0$M 2.4191s al bs) 35 U76 24196s (4281W S-9 08 2204bs (-128s) 1 11 \ IN 2-19 0.118 3706(-254ts) 5-16 0.165 424s (4186) 9.3 Q094 2326s I IOIs) 37SSh 10 0.118 3706s �\\-� C/Ns Vp1`J . 19 (-254Fs)30094 22 bs (416) 15 0. 15 -12 O3 22968-S413 0.49$ 1�356s (•7216s) E1I �•• p i alb 0.493 I,Yl.Shs (-7201 8-13 0.093 2296s Notes: P� 7fi I)Th'sdc'aWre1aJSCE7-IOas�demraibyhY/7}triiaBoiLigCadc 2)16SCRa'dHoa CRan;ixwualaidlucgrhldllorsdu:bFebadprahoapmmponnenofddlmmdoebdadbad,oxnpmdazTMl [L+(rc-1)xtMl I7L'naaaxdvmW�AT�9/(Pl 1. 3)lq�aiymmolfam;Cq-IDQhasbmiapPidbfrpbehbalvabaazspddb9trTmaMa�edaaaePaATH/(PI I-2002S�i242 _- •., f �� I� 9_ _ 4)plm;h4d�edanagebPn>'gxPo^d^S A ®Indmasaarounabnal ®a a(QR) aryidaM elmnw(s)dbanAowsgfC[Rrtonhradefie[fjdogaeHlaamd a0.W®C(R&t/CE Fa a�aasoC[AsaMdggmalhaaga -p STATE OF nwIBRErMORM ORI� 13GNAL llllilll� WnCEAmpyotd�cd�9mlbefianBdbtraaimaa aosTf nofh'sidaiialtsmsba�lan aebands�u.ere6sppFdbyheTndsMandaoscad�dsymframraq adomp4s ofiheidasreronglahtryhBuifryg Brian Ni Bleakly iL�cAsalmhediauig'ndmggm�a�mofpgfmaalmg.mngmyombysgtlyfor+mEsaanpvmsd�doab�frcmscpgg�dhe•Tmpo�asrcUdomamn&C�ea1Ws"pag;.(aredimd'nfarracmAlom�rphasha7be y—Egwv6051 nwodamvdbySm{mnSsag-TeComya Ircnaaadasn;wdiE4(-2762.Ngxv�rpfaaa�e7Dgaw5unlsfrsyaif'aiph 'sfobadb�a=i8"whAidraQan l6pygephkgr9YlS,andi iid®>aehghv®nl8gaygePbe 25WW)G %AR R34951 p'g Southern Truss Companies, Inc.' N. kings IT'ighway 43 r�D = ' SOUTHERN2590 TROSS Fit Pierce, F134951 Date: 2121n-)18 4:580 PIM C°�°7�'�S0 0fSr 1 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ION Toss Ueasim: 201&113 [Bufld 10) MaterialDaubesevefam 1W Span Pitch Qly OHL OHI2 CANI-L CANER PUSS Spacing WGf/PLY 42-H 5 /12 1 01" &N I-" 1-" 1 24 in 21616s a2-o-o 1-4-0 6-2-0 6-9-0 6-9-0 6-9-0 fs9-0 6-2-0 1-4-0 1-4-0 7-" 14-3-0 21-0-0 27-9-0 341i{I 40-3-0 42 )-1.6-0 1.6-01 f---3-2-0--A�4L3-2-0� 3x4 - T12 5x8 - 3x4 - 5x5 - 3x4 - — 3 4 5 6 5x8 - 12 7 5 19T 15 vNq 3x7 / A 3x7\ 8 3 3x5 - 9 9 1 1I T15 14 13 12 11 16 6x6 - 5x7 - 3x7 - 5x7 - 6x6 - 10 1.5x51 1 .5x51 0-0-0 0-0-0 6-2-0 6-9-0 6-9-0 6-9-0 6-9-0 6.2-0 1-4-0 1-4-0 7.6-0 14.3-0 21-M 27-9-0 34-6-0 40.8.0 42 Loading General (A Summary Deflection L/ (loc) Allowed Lmd (0) B40 0&: FBC20171 TC: 0f8(2-3) V11m, 029b L/524 (12-13) TaL: 20 7PI 1-2014 BC: 099(12-13) vduL 044h L/999 13 L/187 L240 7'(2T-: 7 RgpMbrlaamr. 1(s Wb: 094(8.11) amuai7L' OXMP 2LIMS (9-9) UM: 125 k Cam/CHIS_ ombTip 2L/999 (9-9) 2LtIT7 2L/120 BC1.L: 0 BCE(.: 10 H..at OI6h 10 Rr w=(J=\YATB (1314y3QJ (21-1231,12) (3:1-12,3-8aD.) (4:1.12j$0) (Sf10��-HJL) (hI-I238JA) (7:1-1238A) (M-123-1,14) (93-142-3A3 (IOfFS3-0901 (I1403$D.) (123-02-80) (I3603-80) (163-01-80) (1540380.) (16483-0.0) Reaction Summary 2r TYM" &xCombo &aW41h Maebl Rad&gWdh M.PR M.C-LtM M.V"Udit MaxUPM M-Huia 16 Ph(11hq I 86 Ca Mavay 3D0'n I-ww - -698Ta 10 HRa1N, I 8n 1xx»M, 3006 W4bs - -698bs fib; 46b, -698bs M Material1y Bra Summa ma TSPOMu N4 � TCBmag� ShmtWwRvSi-t2-9aRar:,deiVibya= 3.5 SP(ALS]i2013)SS2x4 5.7 SP(ALSL'K2013)SS2x4 BC SY(AL9Yr3R3)M22x4 BCBmd'r Shasf dl %af..t3.lO.ORaf dab byoh- . Wbs SP(AL906-2012)/82x4 Loads Summary i)Th'saushasbmidgaxdfarfx�dfa7;dueb 100bo dxxdf ebadpisdadbs& 2)Th'smshasbe>td��¢IfortKdf�ofwndbamna�rdari¢v.�sSKEI• IOwi�hefolnNgimdfmli�a 160m�a1irmSExp¢�veC,ArK'Fi�v+d.CabL-HpH'di'18�WP0'B(1-IDO),faealBtlg Di%40f.4733 f(h-154lbErdZ-Tmss,1S-'d�axludraxs 3.eit)OL-160,CCZ-Wdh4fr 3)Mn:rmmma8ead:bz&gna..rd..-O�IBCTab0I607.1 h.sroba ppW -. Member Forces Summary Tab nd� Meab�rom=Cs,m midfam:(rwmrWr-fmexdnra�m:axoua,�4 TC 12 0.468 404Is 45 0541 4j68 bs 7-8 O6S4 •Z715W 2-3 0688 -2,714 Ls 5.6 0541 4j68 bs 8-9 0.467 405 bs 34 0.482 .39821s 6-7 0.482 .3982bs BC 91I-10I 0458 4251s (-237hI2-13 0987 (-220326U) 15-16 0.458 425s (238bs) 4/31 b1s 045E 4b(-237bs) b14 07 4bs ($9N I&I 0.458 425s (-239b) _2 (4315s) 45 004h10 0.702 vats 2-16 0339-,j901x 4i3 0383 769bs (a411s) 7-II 0051 192bs (-79 Ls) SI3 0114 -363bs 8-II 0938 Zp30hs 2-15 O917 Z=in (-1,105bs) 3.15 Qw 189IV (-79bs) 613 0368 766 bs (-378ts) &10 0339-I,i901s 3-14 0697 1,715bs (-957hs) 6-12 0.193 Q1 bs - �-j�\_�� - ��[[}}`L� l'F �G�NS 414 O193 7-12 0S7' 1,715 bs (-965hs) .6211. NB(ec � �s I)MnCRwisbaa:CR=i E7-IOasndbeiza yId 2017RbMbktfadpise 2)�sCRandHtrcCRartixae6alandhomm01d1hvo�sdu<biuebadplsimeposnporwofddlvaldurod®dM4ampurilasLllliL+(f:v-I)xl]lI IX.:raarnhn¢ra1rA151/(P(1. -� �.P� 7 IL 3)lhbbddpbts-[.320g, 4)/y�frymnnl6aar,Cq=1110,hasbeaappitidbbep6e6bal�rn�aabe; s�clb�trieTn�MaufaoxepeATH!(R I-7D02Samn2A2 r X � 1 � 5)Rwidradapmxbm:agebp'ae 6)®Lxfnaoaiawchealrcaaia(QR)reryiydatflebmfim(s)shvanAnusdClllmusb®dyiettydagam7y(xaax4�L1WWC7RBR/�Fora6mdrsbQRsanddngoaltrao}gse DWEBRRJC2CE -p \ STATE OF % J- `. 2 • �3.2c-1{�' 7,f;�da a �e aeba�aaMwHisodyma�a ��i �'�` ���� e%' SS1ONAL 11Ilittl� NMCEAmpyofh'sdoglfialbefamrhdod�eeainm+aox.Thedsy�offu;ndiv�elrus'sba�md naveardraTumieba4pLs16yMTn�Mersdenvandrdsupmleamaayerdmmpin�ofdieirlmm@nsstathbyheBaiing Brian M. Bl.&Iy [y� LLL�cAselonh'adaaigiidzaaaglariarofpmfamralm¢rmi�Icyoisbby�forlclusmmpolanh�shm rtSeiemua'p:rgearidhe'7mµxanslnfartau[nB:CanalWa�gfaeddmrmlidamacortAlmrv�rphtashaEbe cy����l Z,6 rt¢mdama�(ySSnp�nm5onrgTeCom)rcneaadanxuih£9(-2762.AIoxamorpbBa�e708euge,InYsM�midpbeme'sfalw�bya`-18-wh'dii,drasan lBQrugp(s5or'S118',ah3�ndmsati�c mnl8 a 2590Kr N&R R34951 Tics: GL A8B Truss Companies, Inc. .. ' kinSouthern 2590 N. H1 wa � y Projedlwne: TrussDC6g3a- 1452-,,. ft SOUTHERN TRUSS Fort Pierce, F134951 Date: 242172018 4583OPM compa> soldon§lm COMPArY IES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: I OB Tho Nbsim 2017.7.1 [Bu ld2) MaBmialDatat3asevm-sim 1565 Span Pitch Qty 0IgL OHR CANEL CANrR PIMPS Spacma wGr/PLY 42-H 5 /12 1 0-0-0 0-0-0 1-0-0 1-0-0 2 12 in 210Is 424)-0 6.2-0 5�-13 5-4-13 5-4-13 5-4-13 5413 6-2-0 114-0 ]1-4-0F 1-4-0 7-6-0 12-10.13 183-10 23-&b 29-1-3 34-6-0 40.8-0 42-0-0 Tr mq �T 1T 17 5x8 HS 18 - 3x4 - 1 x4 ] 5x8 HS 18 - 3x4 - 3x4 - 5x8 HS 18 - 12 20 7B 1a if 7x6 - 3x6 HS 18 - 3x7 - 3x4 - 4x4 - 7x6 - 12 21 221 4x4 - 3x6 HS 18 - 2x5-1 CJ7A J7A J7A J7 J7 .� J7 0 J7 J7 J7 J7 J7 J7 CJ7 0-0-0 0-" 6-2-0 5-0-13 5413 5-0-13 5-0-13 5-0-13 6-2-0 ,1�-0, 1 1&10.13 I 18-3-10 233-fi 29-1-3 34-Cr0 40.8-0 2-M Loading General CSI Summary Deflection L/ (loc) Allowed Load (psi) B1%Codc FBC2717/ TC: 0B4(2-3) VAM, In L1464 (16-17) L/180 TQ,L; x TRI-2014 BC: 053(16-17) vhuI 0.43n L1999 (16•I7) L/140 Tml..: 7 V.P?Jbrlm bb )tm: 094(Lx) �maITL 003hIF 2L/689 01-n) 21-IIx M1.: 0 DOL: M% chnt/OTu-1 0MhLP 2L/999 (II-11) 2Lli20 &TT.: 10 Ibapi 0.16b 12 1%x:Oftffi(]r¢>♦'4/vgk (13142-3A) (2:I-123-17a) (3:1-12j-8p) (4:1-12j-80.) (5003-$90) (6W-8A) (7:1-123-8A) (8:1-123-.W1) (9:1-I2,38A) (IPJ-123-1,7) (I1114;2-3A) (120-02-IOX) (13M,%) (14:1-12j3Q.) (ISDAI-12j1) (16:1-12,34A) Reaction Summary 3r TM. BtCo bo BMWA Mabel P4ftWdh M.M. M.C.VLIb b M.Wd" M.tw M-wx 21 Pn(MI) 1 8n Co Masmy 3D0n 30ba _ -10bbs-1496hs -23b 12 HM(Vlkl) 1 a CwftMasmy 300n 2y611s --Ib75bs .10b5 Obs Material Summary Bracing Summary TC SP(ASC6xl3)S22x4. a PC TCBa6g 3mha3m)i TmaCm-7ARdndWbyUm 3-6SP(Ax1S:K3)SS_ G9 SP(AL9OL2013)SS2x4 BC SP(.Q_MS.2013)3S2x4 BCB,adV 3mtWwPafm t3-IIAR.T d.L.,by0i,es AOn SP(AS05•2012)432x4 Loads Summary I)Th•sr asbm,d!ipdforfx T=doeb IOpdbotrndudirebadpYndadba&- 2)Th'selrshasbm,dfartrdT�ofaidkadsnaov,dar,xatsA4.E7•IOuti hefobr: g�d�' t:dal/AmphW:.agE�aaveC.AYyFCabbiiplk,ddi+e(l�orytl O�IDOl,QaalBaB IStss40Poc4733fth�I5RNA&d7rnT Ri•,e'a'd"d�m,a<bas>7RP160,OCZ—Wdd,4fr 3)M'n'.munmagraaclvdm�uaon,da,cn�slBCTabkI/AZI kasnocbm,appTal ��1\1lIIIlI!/!� �• gyp' _ �-- �i. p i STATE OF 1gt i : 2 . 5-2r-161416 -�ILOR1�P S'310IVAL !lllillil oniled5g,off%:diddatc�'s5asatmds�nacaard,apirenad;srppidlryheTn�Mvad'adicandrtSa�en Maovrecy andmngke,sofhenfomeemafoA,bs•MeBuM.lg BrianM Bleakly cq 00 Q,� C-A —arjZ Co MCI Q= N�,= � �` �j 111 • • uri N �� � w M z-- H_a.�mmN ONw v daddinhddda y cV CD :3 o� tom- �N'PNf'�1[KVNNNMtyINnNNNNNrvNNfyiNN[a`:Nf^'INt�VNn � NNNNrvNNtdV FVNStevNNNNNNNNN�1rvNNNNNrvN � a .a 1!A.E.E.4Sa258.64.a4A13.64.a.4JS.6BJSp.2J3 xxJ5 J9��49.613A4J3AJ.8.6934.6.6J391925.6a Z`c9Rv:dc`d'a9i'd'tRv1N423QfAv23'd�o�e�vsi-, i3 &3q2? Ay ^dJ:�M1ob W way tir � W N _ N w1 O R rfr8- e� 8- rg a� g 8. rR. rg8 Br�r� 8- g .7 rs�r3lro�rc�rc�r�ro�r�ro�rr�r�ra�ra�r�rri3r�r�rri} � �r�r�r�ra��r�o�o�t Southern Truss Companies, Inc. Truss: A8GL 5wow blti� SOUTHERN 2590N.king Highway TrTss, txsigln dr$ TRUSS Fort Pierce, F134951. Date: MI/2018 4:5&-30Plot sa— T= COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: 3of3 Holz 2017.7.1 [BuBd 2) ` Material Databm Verson: 1s65 Span Pitch Qry OBL OHR CANTL CANER PILES Spacing WGIYPLY 42-M 5/12 1 000 0-0-0 I-0-0 1-00 2 12in 2101hs Truss -to -Miss Connections Summary TD C-kdTs Canynp.Tr CammaOtTas Anale TT4 C17A ASCL 7." 315dg TTS J7.A MCC 7512 270d B rr-i ]7A ASGLSbl2 270dg - TT6 R ASGL I1LI2 270dg T76 J7 ASCL 13b12 270&g 7T6 J7 ABCL 155.12 270dg TT6 P AS(L 17-G12 270dg TT616 J7 AKL 142 270 ft TT6 37 ASGL 21-0.0 270dg TT6 J7 ASGL 22-5-4 270dg TT6 J7 ARM 24-5-4 270dg 7r6 17 AS(L 26-54 270dg TT6 17 AS(L 284d 270d¢ TT6 J7 ASCL 30-54 270drg TT6 J7 AS(L 32-5-4 270d¢ TT6 J7 ASGL 34b4 270dg TT7 CT7 ASCL 34.&0 225dg Notes I)Th'sdc�'sbasximA°GE 7-I Oasrdammiby hehl7 Ftxida BaiTngCade 2)3FnCRardflorzOte�eAxw®land Mrtmal•^_.---'.-bFehadpls0ea�mmpomuofddlxmn3nDdsd6ad�p�az1)dl TI.+(Rv-I)xIJd11JC.namdana �A1571iP11. 3) AgiulrymmDlfa�,Cq-I I70,hnimiapp8toinphehvalnvahsasspafel6yirzTmaMuoilamvcpsN31(PI 1.2702&on 242 4)AoviJeadept3edraiageDpae¢paidrg 5)®lnd'asm�muDushDalrmaiu(QA)rquislarieb�mn(s)d�onnAoosofC[Rmaahmdapa�d'agabyhmml,aBWFBC[.RBRA(S: Faral3mrivabQ.RcaMdegoreltra6w�,� BWEBREMCRM 6)Tlcffo�shonn(ar�snm6plynreaiepaplyaMha®mmaiefaralpLSTwoi�6alm�shaGpeh�3andaDdrajasfolbas:TC-I mnMlOdNakor(7m1•hb[mhOIM'daz 27Q'hngj@I2'ne,BC-I mwof IOdT3karGmT7ab[mnQ120'da.x278"b�j@12'oc,Nfhs-I nm•IOd1.13harGmT•hk[mn0.12Tda.z27B"bigj@9'ot Tn8ddmnDs�e(eastigadrodebavyTaDvik4r(04Jaigsmptrrn®1(ati�eswiin 24�OrEieba6n(s)(SaibdmnLa�afua+gha�mm�sd¢weozpabtxrcu5femgd�emoYbadbsamiOrpLs TC766,(2) IOdTJakarGmT•his[mnQ120`dax278'Mgj TC3a5.10,(2)1MTh'C,wGmNais[mnQ120"dax278'bng) 7) �\Ten¢pu�sdrriraha�gas9o➢hcpmi1e1(byadias)Dnsai®�sdDun 8)r�lhesrns4nbmaiesd�doro:f7pnrsSaasfiais9mihenm6il n0asmeaisplydaivrlongasareaDd�¢ 9) Iavalhmaryg steal bsDdid D edi p},7. I0)AAfamnsm'nimm2.IXbrgrnL—hd snmd il)T3�nlsandZdply9eihcmg8aeifmmsuzswepCsbylQM¢i�eu�g _ 12)U.d.W.pV,—d b ,d.MWM0nO hadig . \�1 M I I I III/I lk \ w1. HLc_�`�f HfP,:-z—:z �.P�lsQ p STATE OF ORI i/S&IONAL �11 i l 1111 T.XP7CE/mpyordtF;dsg�#�aibefwnri�DEne�maznaos.7hed_tignorhur�iri5®Inrsr;tasaloidegnebhaidrepGmnwsggiiddbyhernD;Marutaocandid'argimiramuacy aMmmpta�orlrcnranaemarahb�M13�5tilg Shan BIMMY ThBneAsalondri;dawilgii&ataaoxpbrmoFpvFmgalcg.migrt�aidiiysdijfarhensampmands�nfiourtSsiemucpagmndh^Impaantldama6nkGsnafPb¢^7DgefaraddimalidamauonAlar Drph�dalbe mamdamx�bySmpaDSeug-reCon Trcnemdanen�l9t-2762.AImru�rphsare31�ygGrmt�tr�airrdphesveBfoA7aadb7e=l�wA"diid rsan l8� ept+;orStllB;wfidi iidnsalighemil8gaugepgc 5i��,��I 2590x tbhnwsi 34951 • # - Soutflern Truss Companies, Inc. Truss: B l . _� 2590 N. king& Highway PhedNarne: 43 SOUTHERN ho TIROS Fat Pierce, F134951 Date: 7/212018 458 31 PM "ons— Caygm-aTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10f 1 - Ve4Soa 2016U [Build ]0] Material Dat dense versim 1564 Span Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGf/PLY 204-0 5,112 3 0400 a" 140 0-H 1 24 in 871ts 204-0 6-2-9 4-5-7 4-5-6 5.2-10 6-2-9 10-8-0 15-1-0 20-4-0 4x6- 3 12 5F— 12 15 1x4\ 1x4/ 4 w I 3x3 \cp WOW 3x71 1 3x4- 5 1 1 T T 6 7 6 3x4 - 3x4 - 3x4 - 0-0-0 0-M 1-0-0 Cr11-14 54.4 i _ __ _ _ — _ _ 6-11-14 - - - 1-0-0 7-11-14 134-2 204-0 Loading General (NI Summary Deflection L/ (loc) Allowed Lend (pd) Bawd.: FBC2017/ TC: 0.46(1-2) 1hsQt: 024n L/897 (8-1) L/180 TCLL: 20 7P11-2014 13C: 060(8-1) NMLL: OO9n L/999 (9-1) L240 TCUL: 7 %pMbrl— to 11@: 02(1CA 1..M, OD4h S BQS.: 0 DOL: 123% OapF mqV -70 UM: IO Phe0fW1mXYAw), (13-142-3Il1 (2D0.3-1352) (3403-13A) (4003135a) (52-7.41190.1 (604130.) f7D41-12.1 (8403-M) Reaction Summary Ir Type &aCanbo mNydh Maval Rgd&eWMh M.Raa M.Gr-upm M.Wdw MaxW MuHx¢ I Fnphp 1 an Cgnga Ma..y 3Don 794bs -338bs -338fs -65b4 5 HR O1 4 1 an Cm Masmy IOU 794bs - -338 bs -338bs Obs Material Surnmary Bracing Sumunry TC SP(A1315-2013)MM TCBmft 9.fd.P.Saa14,24P.T dsWby0dres BC 9P(ALS2&2013)421,4 BC&.ft S dda%f w&4A%f dvjbyM m vas SP(A1S1*2DI2)k32c4 9ds SP(ALK6-2013)PIA Loads Summary . I)77inn�lruharidsamlforfrdl'e5dx:o IOpdb—dordf�b dpk dndb.&- 2)Tb's�t�lasbmida@aifalxMasofwidfaad;ueonrda�ssiW9CE7• IOuhlefoYrs:gussddnni:lns 160mphultrer,EreC,Twy&dtCabL•Fip,Bugb�xyR(f-IAO),O.+ealBlda ' IS,.40foc4733$h-154%Ed7—T..,Nitr d,db—.EcolDOL-160,CCZ"Wdh4ft 31M'rusmnsxagea�dm naaadarxewi�TBCTabk1607.1 I ssnalxmapphl Member Forces Summary TahY]dia� Mend aigmu(9,maxaxalfaq(rtwmmp.fa¢4dAfgeaBvnmaxaxh fax TC 1-2 0455-ISIObs 3-0 0352-11161s 2-3 0.42E-t3466s 45 0290-13231s BC 5-6 0521 6162bs (-W4F6) 68 O-W R89ts 090%) 8-1 0604 13491a -776W 11.bs 2-8 0.104 •335bs 36 0.127 314fs (438tr;) 3-8 0.198 512bs (.24964) 4-6080 Notes: 2517s (-X8U) I)T66dmynbl8�a✓lSCE7-)OwrdemadbytcM7Fridi BUlftCD& ��,QiardFirzQtaRf�,�l.�1�a�ldd�d,��e�dpl�f�p�wp<r�p�ddlx�pd>rod�dmd,�wpgda��l u�-1,x>b, �.bg®.d�,�,A,s/fH I. �`\ lV• ,�(C // .�P 3)Aquaiymn4o,famr,Cq-1m,�b,Hopp,Jlob eh�a1 ,�1�as ,byeGTg�Maa�a�psAl�m, 1-2a72a�z4z �� _ `�..• ,. ;� GEN�(� �\ 4)LrWwGds84amsoiasb,slonMWFRSCki lb+dilg /rf�i !! �, `�� \<!L -p t STATE OF i �� .. 2.23•r'.�i�;' � � SSfONAL �I1! 11111 TDrt�Ampyofh"sdagidtalbeLanAdnteaaimaroaar.M aorh's:dniiolnsnubaadmda�achasdmau:erc�ssyp4dbyfeTnssMandaaca�d�ds�mtic�mvay a�damp>Sz�ofhenfanemnsafo4sbyhBuNeg BtiauM 131eaW DegpaAnlmdwdmwiag'ediasao�ear�¢ofpofm�mlmgnmilgi�gn�iwTrys kfj faix,uaampxnad�dnan8�zfcas�cpagrandhe'lmpaa[]domarcnaCeic4lWtS'pggeforaddimalnfomuonAlmnn®rph�9olbe yam} S nE--#76W1 alU manofiaaeibySmpgnStongTe(brn�,Ircneaaida�s2sESFt-2762.ASmumtphrsam30�y0esal�M�xifisipbeme'sfo6adbja=l8"wtidiiidz,•asn ft.. .WSM I$,wbdiidresalij0 b6n laeeugePbe ugONKn$} A} —RU951 Southern Truss Companies, Inc. Truss: B2 SOUTHERN' 2590 N. kings Highway T�s��-• is $ TRUSS Fat Pierce, F134951 Hate: 22UM% 4:58:31 Piet 7rd COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 1 ION Truss NtTsiax 2016.113 [B1nld 10) Material Database msim 1564 Span Pitch Qty OHL OHR CANEL CANrR PLIES Spacing WGRPLY 21-4-0 5 /12 2 0-0m 00-0 1-0.0 140 1 24 in 90 ]hs 21-4-0 6-2-9 4-57 4-5-6 6-2-10 6-2-9 10-&-0 15.1-6 214-0 4x6 - 3 12 5� 12 15 1 x4 \ 1x4 / 4 m v 4 2x10 11 2x10� x4 - 3x4 - 1 1 5 T g 7 6 3x4 - 3x4 - 3x4 - 043-0 1.0.0 6-11-14 54-4 6.11-14 1-0-0 7-11-14 134-2 204-0 Loading General CSI Summary Deflection LJ (loc) Allowed t-d (psf) BBgCode: FBC2017/ TC: 046i4-5) Vroc 026i, Li837 (50 LnaO TCL: 20 TPI I-2014 BC: 038(56) \h L OD9i L/999 (5-0L240 T(LL: 7 RWMbrl—: 1•rs 3Vb: 019(30 FbrcQt Oflin 5 BCL: 0 00L: 123% Gepr.",V-20 BCOL: 10 Pae0fr.%Q..%VA.2k (13142-3A) (2"3I332) (3043-13A) (40-0343a) (55-142-3D.1 (60438) (70AI-12D.) (043E0.) Reaction Summary 3I' Type Bmccmbo Bta1LBh Mmsil RadBrt; M M.Rmd M.GawLW M.Vwtblh MssUOBt Max13s¢ I Yn(Nbl)' I 8i Ca mamy 3DOi 83.31s - 354 bs -354hs d5bs 5 iflwl(aiq I 8i Cma m—y Doi,8331x - -3-M is -354bs 06s Material Su>7mrdry Bracing Sumrnary TC SP(A197,2113)Q24 TCB tg: 3imttclaPurFcat s ui4-0-0,BcWspbYa BC SP44LSC6,2013)if!2x4 BC13m&q SlnEtaiaPsm6-1-AM.djyby01n5 Vllts SP(ALS36-WII)ON4 Loads Summary I)Th'sruaFasbmid_�cnalfof�edf�dueb IOpeibaomdadhelndplsdadbnd; 2)Th'sn>$lasb® fadcdfasMw:dba�nmmdanmah 7-10Whhdok,:,g—dA dipt16flmphulinagE�w.eC,fiJy&dud,CnbbHp,BuiGgQtgvyRQ=IDO),OsaOByg 5m40f.4733f;h-15%WD-dZm Tns I-W d"b-ei JDO(F160,OCZm Wdh4ft 3)Mifmunsaa.—,i-leS.gna=d—,4,lBCTabh1607.1 h.umbmtapp4d Member Forces Surnmry lhbL-'MiaaMmbelgm=C4,m axhlfotq(n ax Tipr.fp¢ drfTavdmtr =hlfdo4 TC I-'- 0.456-1(A71s 34 0.445-1,442bs 2-3 0.445 -IA41 bs 4-5 a457-IL076s BC 5-6 0330 1.439hs (-81M) 68 OAD 981 bs (40 bs) 8-1 0379 IA40bs (-811 bs1 lilts 2-8 0.105 -3466s 3.6 0.195 4986e (-244bs) 3-8 0.195 498bs (-244 bs) 44 0.106 -346bs Natex 11 Th'sd4sgn'sbami onASCE 7.10 az idaami by ite7D 7 Fbrii BwlfngCode IJVrtCRaMli�eCRateirwetislatdhorieanalddhimAebivebsdplslxa�ampwnofddllntnrl¢ododttad,mmpmiazlbllL+(I(o-- 1)xDd1LY.naubd..,,itAt9/iP11. 3)AtpaTryawolfamSCq�IDQhasbmieppCbohepbtbtram vehaasspmfid696eTnttsMerodamapaAT9AA 1-MUSim141 \ P`� 4)L(ad.M.pTR-dm sb�.do kMItSOiytedrtd rP�l6� �. -p STATE OF I 1\ - �S-2ma" 46 �i 0�` ���� ORtO_ Q% ���--Z SIONAL E�G\\�\ /lllilll� TX1110EAmpyof6tBd�ndtalbefian3�oixeeamm�tamr.The ofi,u:nfriheinva'sbasalmdaiena'uiatdrarim�asspp blryheTnsSMa oaardn3aupmiramuaq aMamph oftxnfome�afarhbyheHu31's4{ BrianM. BlmUy �t I1�taA�lmludmwbg"rdb+t5eo:panmotpmfem�ulegi�ignspueWrymByforf-e mTmaudffjpft-n :hemvcpa. dbe'Tmput bfom"&OaeaRiWpagd—dit—l'nfomtamrtAlmrmenrpbftftlbe g�Fsgif7/d51 a/.r mvwfanaallrySmpsn$mg-TeCmRerp;Ircitaapda�wAtESR-2762.Almm�pbesaie2lgayg5tmlafe�fdplam',-fayuWbya=18 hkhidi m. 18g.V*t%w".W lffwhBt itd mbbhumt Igg.Mbe 2590XrO fT hRV=F134951 l Southern Truss Companies, Tne. Truss: B3 2590N Hvva Y , � ProjectMme: 145243 'SOUTHERN .kin . ThoDesgn= &r TRIJ SS Fart Pierce, Fl 34951 Date: 2212018 458:32 PM CoTgar-ri Soluboe- • COMFAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10f 1 hm Uersioa 2016.113 [B1old 10] Material Databaseversi0a IM4 Span Pinch Qry OJIL 01-R CANEL CANrR PLIES Spacing War/PLY 204-0 5112 1 00-0 &M I-ao 0-04 1 24m 82Is 204-0 8-M 54-0 8-M 13-4-0 20-4-0 4x8 \ 4x6 - 2 1-- 2 3 12 �5 51r m M 3x3 \ of 2x101 3x7I 4 d 3x4 - 1 T 7 6 5 T 3x4 - 3x4 - 1x4 1 0-M 1-0.0 7-" 54-0 0-M 7-M 1-0-0 8-0-0 13-4-0 20-40 Loading General CST Summary Deflection IJ (loc) Allowed Land (p) MgCode: FBC20171 TC: 0.71(2.31 YSLdt 035n L/622 (7-1) L/1S0 TOLL: 20 TP11-2D14 BC: 0.71(7.1) NEAL 0.141n L/999 (7-1) Lf740 TCDL: 7 RepMbrTmea.2: YLs %Vb: 0.13(3-7) Fix at 0D4n 4 BCLL: 0 IDOL: Iss % Oepr�;lw=20 BCDLL: 10 P..QTWpmXYAna): (15-142-3D3 (20-3.49.78) (3:1-123-M) (42-741190.) (5:1-123-M) (6041-120.) (73- 43$D) Reaction Summary Jr Type &¢Combo Brcwdh Maeul ROBTIA h M.PR MaxG-UPIR M.WndUM MaxLw MaxHxa I Pn(Qq 1 Sn C.—Masmy 3DOh 7586s - -3381s .338bs -49bs 4 HM(Mq 1 Sh Conpe:M.M y 300n 755M . - -338bs -338bs Ohs Material Summary Bracing Summary TC SP(AL9062113)422c4 7CB,.ft 9imhedp P.S.es3-10AAar.&pby01rra BC 9'(ALS06- 0 3)M-2c4 BCBaft S.Ms Re-.LS7-0,Ae dct by0h- Wh; SP(ALSC6.2112)432x4 , 9dc SP(AISO'r2113)422s4 Loads Summary 1)ThbnL�hazbendsgalforhedfesda.D lOp9boondxrd'.reladpindaidlxuk ' 2)Th'an�hazlm�d�rarhedfaaofwidbadsisa�da�wti49tf7-IOw/ihdolr ire�dSnalipd 160mphW'maCEsppareC,Fuy'F�,CnbLiip�hltgCe�ayR0�ID0�O�ua361dg Di-40rv4733$h=I3ftWErdZm T.,,Niixa4wlbmr6 a DQrI60,OCZ—XVdfi4ft 3)M'riimm�map{aa:badi>ahaomhrawhTBCTabk 1607.1 hasnosbmiappLd Member Forces Summary rutn��l lawb�lgmax(v,ma.hua�(masmma.ram adarem 6awmaxaxnua� TC I.2 0.70.3 -I355 bs 2-3 0.708-120(bs 3�1 Q486-1208bs 13C 45 0509 ID63 hs (1D7bs) S7 0.6'J ID56ls (1Aih;) 7-I 0.710 1,1976s (-8166s) Wbl 2.7 0.091 223bc 3-7 0.132 324bs (-127bs) 3-5 0Ds3 205bs Notes I)Th'sdeagn'aba�daMsGE7-10u,e.vmlbyhe2017n.iiaB.UngCade 2)Y6LCR.dH-CRt tcrc .6mlaidhpmmaldibio.&i of ebadplslraepmmpm .rdd&.d,mdmdW4—pA fd.Ddl LL+(K: -I)xffiI A.havda-,hAX'W I I. j �I 3)lgmrgmmol6ap,CqmlDQhubaeppLbDhepdehea1w66asdbyheTnmMamdaompcAl3/R'f 1-21025®n2A2 \ N -E3 \\ 5>4)Aayid®depmMrarageea�� T.iadwnaupralmaonsbasmdwMdanMWFxSayuaang �•.• � �j ,,,�` \\� �.�G��SF��{�- i �f X -p STATE OF •,/-ORI'D X, &/ONAL 1111111t� NCI(10EAmpyofh'sd�SmlhefivnAidDlee®onmmaar.Tlydegn' ofhsndnaialn�'sbadandsmathard�aiaimssumLdbyheTms;Maredaaicandrd upon hramaay ardmmplax�afheidamsfinxsfprhbyteBu3lig Br18DM.B1ealdy Da@wA�imh'sdrswsRhd®aea�a m(pofe�alagrmign�prsb7ry�yforhen smnppisa�dtpuwSepagsMhe"Impua:¢bdamiacnB;GmealNss•'psgefornddi'oalidamaozLAlmvmrpblsdal6e SrtayEig/r16051 `/ marpdaaudbySmpmnStvg-ThCanleny;(rchaamhnxw�E92-2762.AIoxe�rpbcsvcZ7gaued.,un1$desport¢]plae>ae'afobualbya=lff'wbiiirdiassan lSgugepbRa'S%IS,ufidiidmasli�s cn lSgaugepbe ugOHlCna}iehR R34951 ` Southern Truss Companies, Inc. T1 B343 Pr lne: 1t2B SOUTHERN 2590 N. king; highway u3sDaect Fat Pierce, F134951 Date: 2J21MI8 4a33 PM COMPEAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 oT2 Truss Ve19oa 2016.113 [Budd ]0] Material Database versioa 1564 Span Pitch Qty OHL OHR CANM CANTR PLEM Spacing WGT/PLY 21.4.0 5/12 1 am am 1-0-0 1-" 1 12in 131lbs 3-0-0 5-1-5 5-15 5.1-5 3-0-0 8-1-5112-11 18-0-0 21-0-0 44 1 2x10 1 3x4 - 1 x4 1 3x4 - 3x4 - JX4 - -31 J31 J31 J31 J31 J31 J31 J31 J31 C.J31 0-" 1-0-0 2-0-0 5.1-5 5-1-5 5-1-5 1-0-0 3d)-0 &15 13-2-11 18-4-0 204-0 214-0 Loading General (S1 Summary Deflection L/ (loc) Allowed Load (pd) BBgCnde: FBC2017/ TC: 057(3.41 Vnat 03h Ln17 (8-9) 1./180 TOLL: 20 TWI-2014 BC: 054(840) 16115_ 0.16h L/999 (8-9) _ L/240 TCCL: 7 RpMtrl— I-b Wb: OSS(4-7) H-GLI 005n 6 BCLL: 0 1101-: 125% Oepawm va-20 [4SiY3;7s11 Reaction Summary IT Tva' BmO-bo BO:UBb Maebl Rodit%tih Maxttoa MaxOavttsTdl Ma %Wtb10 MaxLbHl MaxHorz 1 %(%D) 1 Sh Co Ma—y 3DD-n 433 bs - .337bs -337bs -9h 6 HRo1(VhT) I Sh Ca Maawy Mil 4331s - -337hs -337bs Obs Material Summary Bracing Summary TC SI(AL9Cb2013)M-2:4 TCBadte 9.64 es.Vt2-5:2D000 BC 5P(AL90S-2013)022x4 BCBMdry 3imhalarAu:aat4-SO,AaSndegnbyoMs R@s SP(AL935-2012)632A Loads Summary 1)Tbbnssbasb—d_sgblrahedrasdixb 10p0bc diodTsebadplsdsdb.L 2)Thsnssbasb-d.�,W or -Td or.WW&neaoedanr*ri 7- 10wh ixraLra:guad!r..div& 160mphui-magE�oaveC,Poy Fx ,Cnbblip�BubibBCatgaryn Q=IDO).oaa®B� Di s4M.4733 kb- 151tMEdZm Tm.,N:W Z,.b ,65-1D L-1fA,CC7pxWdh4ft 3)Mnin=,s gwebadgna=niar TBCTabk1637.1 hasrolbsnappid Load Case Lrl: SW Live Load Point Loads Meabc I.Mian IXxi- Land TdsRNA T.Pchd BaQd 3" 3.OA lip 1b Oh 29hs TopQd BaCld TopChd 4412 4.0-12 6-0.12 ]bun Up D— 20ts 8hs 20hs 24h 24n 24h - ��\ 111 1 d T Chd T.pC 60-12 80.12 IA) DM. 8 20bs 24h 24h \ Baas d TopC d 8412 100-12 lip naun 86a 20hs 24h 24h ��• \ ;,.�� i \� r GENS -, J B.Chd 100-12 lip8hs 24n � l— TWChd BaCh 11.34 1134 Boon Ik 20bs 8ls 24i, 24ii ` _ _ J P� !b' Topc d BaChd TapChd I3-34 13-34 1534 �» Up I)rw 20hs Sbs 20bs 24h 24h 24h 1 BaChd RpChd BaQd 15-34 17-34 17.34 LIP lbun Lp 8bs 20ts 8hs 24h 24h 24h 1 / STATE OF eTta°dd is o 2°9� x� 23 2�f 46 �� �i ���_ORIDP' SSIONAL 11111111 NJnCEAmpyord�'sdagn�alhfirnbixs�o*m+amr.TlxoriwidaRh¢in�s6as97andsq)taiahaidrapimmssgF4dbyheTmaMandaaaxaMrdsupmiramvao/andmmplv�ofixnfasreensnrohirytxHuaing Brian Bleakly ingcA�lmh'adieu:sg'�d'cssampan¢orporasablai8nm*U Y�!'ratxnsmn{caead�nshwn5e:ixo7+c{ag®^dhe'Impaerals�faaamn&GaicalNm R�&rasddoorelhranmrtmAlmr�rpla¢3ulbc &=Eg#7605i mnadana¢IlrySmpan9afgTe(mgesMfrche�dar�¢adsE9t-2762.A1mrus�rpbesase211gaug;uni�Ix clphemscfoY�uedbya=i8'atidiiidm¢an l8pp*blwS91S,wtidi i�dimesaA eam l8gaugep8e 259Dl4r-7ihRPh=Fu4951 Southern Truss Companies, Inc..- Truss: B3G „ .SOUTHERN 2590N.king3Higjrway TP�ea��: d B Cunpoae27lsotlm«STht SUSS Fart Pierce, F1 34951 Date: 21212018 4:5833PM Truss CGMPi41111ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 2of2 Nkrsiorx 2016.11.3 [Build 10) Material Database msio¢ 1564 Span Pitch Qly OHL OHR CANM CANTR PLIES Spaces WGUEY 214-0 5l12 1 0-0-0 0&0 W 1-0-0 1 12 in 13116s Load Case Dl: Std Dead Load M.t Loads M_1L=f n 516. L d TrbWdh RpChd 3-0-0 Lb 14ts 11,C,d 341-0 'ar 121s TopChd 40-:2 Dan 3N 24b Baud 4412 Lbw, 7bs 24b TapChd 64-12 tbw 3bs 24b BvCd 64-12, than 7hs 24b TopChd &412 MI. 3W 24h BaC d . 94-12 Dour 7 is 24h TopChd 104I2 D— 31s 24b BaChd 10412 Lbw) 7M 24h TopChd 11-34 Db 3bs 24n d II BoC-34 U_ 7w 24b Top6id 13-34 DJ 31s 24b BmCd I334 D— 7hs 24n Topdd I5-34 Dave 3hs 24n BaCd I5.34 D_ 7W 24b RpCd 17-34 Dwn 3bs 24i, Band 17-34 Db 7hs 24h Tapdd 1&40 $ 141s WChd 184-0 1}, 12hs Member Forces Summary TabYidmcManb>iQmaxG9maxezel(oq(maxomp.fa¢Ldd(avafanmaxazelfava Truss -to -truss Connections Summary 1D C.IWT— C.IVMTms CanyimUrm Mph TT5 CBI B30 340 315dg TT6 J31 M. 44112 270dg 1 TT6 BI B3G 6412 270dg 7T6 BI B30 Sbl2 270dg T76 BI B30 10412 270dg TT6 BI m 11.34 270dg T1,6 BI TOG I}34 270dg TT6 .131 B3G 15.34 270dg .TT6 13 B3G 17-34 270dg TTS 031 B3G IS40 225d¢ Notes: I)Th'sd�n'ahasiml�E7-IOas�daemibyheYIl7FLi1a 13dfngCade 2)1biCRandHazCR=d imiandho;ronmldl4vae oFb badpisteaMowlo ofddlmn&=dedke4o pL,W Dd LL+(Ka-1)zDll L h.—d—NV1N3/IW I. 3)1bhbdaipbZ_1.3 20g' . 4)AWarrymmdfamyCgmlDQhashmiapp6bbfrphebbalns�w•dsgnvnlusazspmf,dbyheT ¢MamdaaaapaATHIIH 1-7D02S bn242 5) AwideadspurdraiiaEeoP�aPo'drP. 6)Lad.W WV—d> basdmMWFBSQ*b % . �\lllllll1// \� lvl. BL ENSF.`��/ice Pl= l sty r +4 -p STATE OF j*�SICNAL E�G ��\\ 0111ilk\ N7IT�hmp7ofdwdag�shalbefinn�dblroaio�mrtnmcThedofh'aidilalrusrc�safmds,�avaa,ds�imim5sb�'heTn�Me�incadrdsupmlramvay e,doxnpla soff¢nfamaim�fahbyheH�iag BrianM Blealdy to nsmlanauraaw:�idmga fad�lma�+& a+v��yr«a �e�mnWonaud�dba sah wgr�natc^Imponpinramaa�Geealt�pa�r«add�arroma�noorn®pbsdatx Smnft 760s1 !� maiodamvlbySm�n9mgTeCampe�;rrchaaar&rmwd�ESR-2762.AIoxemarpljeaaXlgmgeunlsl p¢ifidp6em<'sfobn�b7a -lff whin i�dreasn l8gasgrybp«'StllS,wh'di isdm�ah�e®nl8�gephe 2590x _ Vd R n345s1 TC I-2 2-3 0375 Q415 -IQDSh; A59ks 34 45 0565 0417 -I,832 ht A59is S6 03A -LOOS Is HC 67 0731 930hs (7521s1 &10 Oi43 lyffi hs (-I�531s) II-1 0;31 9306s (-7521s) 7-8 0506 Iffi2Es (-1378 ts) I411 OS07 18821s (-1553 hs1 Wins 2-II 0.112 2761s (-131 ts) 33 a108 IBSW (-I&I ts) S7 QI12 276ts (-1316s) }II 0546 -962bs 4:.' O.Qi9 - 146bs }IO OA59 I461s 47 0.546 -962 is , Southern Truss Companies, Inc. Truss: C1 �} r 2590 N. kings Highway SO i mss De e u r TRUSS Fcrt Pierce, F1 34951 Date: 221a018 43834PM c«71ponmtSolutiasn4 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax >ar-: 10f I Truss Vasiai 2016.113 (Build 10)- Material Database vcmm 1564 Span Pitch QLy OHL OHR CANI•L CANER PLIES Spacing WGRPLY 17-0-0 5l12 3 0-H 0.00 140 040 1 24 in 661hs IM-0 5-7-2 3 a 14 t3-0-0 5-7-2 - 9-0-0 17-0-0 4x5 - 3 12 12 —IS 5F 1x41 17 17 3x3 \ a 2x10 I Y 3 4 1 0 1 3x4 - 1 T 1><j 6 5 T 3x4- 3x4- 0-M 0-M 1.0-0 8-0-0 B-0-0 1-0-0 90-() 17-M Loading General (NI Summary Deflection L/ (loc) Allowed Load (pg) BBBCode: FBC20171 TC: 063(23) V.CR 021 n L/W (6-1) L/180 TCSL: 30 TPI I-2D14 BC: 0.77(SI) V.LU Mil L/999 (61) L/240 Tom.: 7 pgMb,1 - Y.X%: Q17(35) Firz4t Q03n 4 DQL: 125% 0reo 'V-2D BQL: 0 � PM 10 i1aeQTffi(]ny.•YAnek (19-142.3A) a0.03-13321 (3003.13A) (42-7.4119Q) (5:1-12-1 W) (6DA1.12D.) Reaction Summary 2r Tme BmC-& Br9yMfi M cur 1lgdB M.R d M-Ga Lw MuP3dljpm Ma Ibffi M.Hoh¢ r I -C-q I 86 C"&Mazomy 3DOh 664bs - -MU -2826s 55bs 4 HM(MII) -. I Sn Cu Masmy 3D0n 664bs - -282M -282bs Obs Material Summary Bracing Summary TC SP(AL9762113)R22x4 TCB ft Sh®f d.P rk m4SQAandeb by0h— BC SP(ALS0620I3)M.2x4 BCBremc S�iialorAchsai i-OQAaEidabypns. RFhs SP(AL906-2012)9324 Sdc SP(A1S05.2013)422a4 Loads Summary I)Th-senshasb-&*.Ifartcamdueb 10pibo &.d1-.Wp4sdadbad; 2)WsmhasbmidagnifarimTf ofmidbadshaamda ,ALASE7•lOa7hbefobwingu dda{igit 160mphui* mkEn)o e( RdyFi bDAGbb)ipBalfvgCargaynQ-IDD)aO IBit Dos401h4733$h=151kWFMZ—T—,Mdw.A.,b i&e D0L-IM,CC2—WdEh41L 3)M'n3mancvagmmebaSghamdanu:a7hI8CMI! IW7.1 hn—b—ppW Member Forces Summary TabkidzsMmbalDmax(9,maxa�lfa�(amxmmp.fa�rdafem6aamaxax�lra�, TC 1 1.2 0.485-1.192bs 2.3 Oh31 -9531s 3-4 0.623 •971 bs BC 45 Q749 820 bs (-3B1bs) SI F14 ID631s (-679W VAbb 12.5 Q141 -341 bs 3-5 0.174 429hs 09N Notes 1,Th�d�sba�oa/�E7_IQaz�byihem71�a,3>,�g�e d3db d,mmpnd.Dd, u,Q:a_1.D!f DU—D aaa,,.,AM" I. h, - ���111 I I lll��� 2),b,CRaa T-b.CRamt—laadho*o�lddbi..d.nV b dp1> pa Wwofdd,amada 1-2 3)lghmiymneolfamr,Cq�IDQlosbmiappWolrzpbebtali vabaazspaifeibylnTnaSMamdaumpcAT3AA D02%*n242 \N fit- �I— X 4)1-mlaxdupidlresoorsbaWonMWF7tSUykna.rg P�!aENSF����-/i -4 STATE OF ! �i �•c` -�4 ORI'D &/ONAL �11111111 WD�Aa�ofb'sdagndtalhefianri�nt�anraar.Thdvpioflh's'ndrvHalnsb'slz<Ssimds�naveardmryicnmssph4dbyhTn�Merndaecandrdss>RnFraauaq andampLvssoftieidarreemssfaNbyAe13ud1'rg $Iran M. Bleakly .e [ . �rAsmimih'sdrauigih?ase�amofpof®aelegnaLgreponsWysotlyfafenhsmmpoia¢dagnslimm�M�apagwdd¢'7mpvaminfamamn&GaioalT�,"pa8eforaddhiyml'nfurtmmnAimhmmrphasmibe yuyEngtf76051 `7I omlbySmp®n3ugTeCartlrchaaanda�a�ESR-2762.AIaYmeaphsan�(IpaugSv�trespml'niplaoue'sfo3iaalbya=lffxhd�iideesan l8gevgepbror5#I8;viidi ihd'msaheswnl8erhgepbe 2590)1i:.resFTrhA A34951 ��11IIfxP271 TI]1SS CAIilf3aL11CS, xI1C. Truss: C2 .BDUTHERN 2590N.1cin king; ProectName: 145243 ThwDesigam dhc TRUSS Fart Pierce, F134951 Date: 2212018 4M-34 PM CarponentsolutiolgrM Tnw CGMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: Idi Versica 2016.113 [Bwld 10] Material Database version: 15(4 Span Pitch QLY OHL OHR CANEL CANrR PUFS Spacing wGr/PLY 180-0 5 /12. 2 0-0-0 040 1-0-0 1-0-0 1 24 in 6911a 18-0-0 r 5-7-2 3-0-14 � 94)-0 5-7-2 9-0-0 18-0-0 4x5 HS 181 3 12 5� 12 �5 1x41 v Y 2x10I 2x101 3x4- 1 1 314 - T 8 5 3x4- 3x4- 0-0-0 0-04 1 -" 8 8-0-0 • 1 9-M f 17-M Loading General CST Summary Deflection L/ 0oc) Allowed Load (pal) BSgcodc i8C2017r TC: 082(2-3) VMCR 0.45n L/389 (4-5) L/I80 TC2.: 20 TRI-2014 BC: 094(54) VnLL 0.19i, L1940 (4-5) L/240 TCCL: 7 RpMbrlaoss•: 1(s Mb: 0.18" QWCHTL• OnTP 2Lr939 (1-1) 2L/120 Bat: 0 UQL: 125% cara/CHLT- oil 2L/o 21r0 BCLL: 10 )brsClt: omb 4 %e0T-yff zkwt (IS-142.3D.) (2003.1332) (3003-139a) (43-142.3A) (5:1-123-80) (&XI-12m Reaction Summary 3r Type BgGC bo BMVidb Maebl RgditVAh M.Rma MaxGavlbNr M.W.dtbM M.Lw M.Rxa I 14i(VAt) I . 8n Cmc¢Masmy 3mir 703Bs - -299es -299 bs 55ts 4 HRoT(Rbl) I 8b Cm M—q 3mb 703 bs --293Ita -299bs Ols Material Summary Bracing Summary TC 11(.-9C&203)iR2x4 TC&.ft ShmrdmAeT-0.9 gA.Tnd6pbyC1.. BC SP(ATSCS20;3)M-2z4 BCB z 9rm7darRcinsaro-i-0,lia:nds�nly0+ies . VVms SP(AL906-2012)I32x4 Loads Summary I)Thi:aushabmids��dRrfedfasdreb 10p4bo dvdlwbA*dadbads 2)17is¢ughasbmrd �drorbedreaorw:dhad;namdarrxr�h�7-lOvfihefolrs:ga�dfd-ryzR 160mphalire�EymaeC,ruNTi�d>�CshL�FrpBuiGg�egayn Q=ImJ,WeaeStlg Dirs40b473311h-I5$1.41MZgrcTrus bYJcadu�mmileatllQPIL0,OC7nnWdd�bfl 3)Mhi..a geaschadogi, md--,,ihTBCTabbI607.1h nrodbmiappid " Member Forces Summary r dme MaabeTgma.m, as a�lra r(a �.rg�ddaraeama axalrany TC 1 1.2 0422-12931s 2-3 OS17-ID76bs 34 0808-1243hs BC 45 0928 ID93 bs 011 ba) SI 0944 II50Ts (-712W VA. 12.5 0.124 -300bs 3-5 0.181 446b, (MW) Notes: 1)Tl*ds�pcba©ion/SCB7-1Oasre.,.dbyfrV 7FbiJ B Nnga k 2)V.CRardAniuebadplsheaapmmp..Vofddkbndaend®dbA—pm.D!fl LL+(Ra-1):Dd DLh—rd—irAll-/ 1. 1-MMSmim242 4`1l �\1I I II11// 3)AgiafrymmNfaax,Cq=Im,hasbmiappSefohepheheair�anad`o�rvnlaasspml'dbyeieTneMarudaaaepQAT511A 4)L•salwndrgr0-ab,sbaadmMWFRSQ0a'tsft EN&�.����i� P5- 766E�Z -p STATE OF RIVAL N7r7CEAmpyofdrsd®grstalbefivnildolxca�nariiamc-Ilyd4%loth'sid'aitralnn5'sba�tmdapiabbandrs#imimssgip4dbyleTnmMv�deuasrdrdsupmMam�aq ardmmpl�oflnidomadon�for4rb7kHrh8lg i)�icAalmb'adrauirgidiasaaman¢afpof®ralmgrmi�rcRasb3ysByfmixtusampomed�dtoanSxFemvcpsgeardfr'1rt�puaralnfpmaim&.GmaalT3ia"pngefmaddrnral'dmriaun/Jmiumxpbadelbe Brian M Bleakly $nnlsp,A7605i �'� rtoradasadbySmpaxr9algTeCortrparrgTnona�rdareewirEgi-27Q.ATgxur�rphaareE1gsrggmLB4e u)pbes'vc'afobµrdbya=.IS"ahTdridgsaan lSpsygepbem'Sr18`,vhidridiaaah'�exixrl8pugeplae 2590X)G-1 hR fl3495I Southern T-um— Companies, Inc. Tiuss: OG -• «E '- SOUTHERN N. 2590Nkin tll wa y PLnjedIbme: TrmD*wr 1452$ dhc Fort Pierce, F134951 Date: 2QI018 4505 PM Cc�npa � Ta, COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: Ioft T,,,s Ve sica: 2016.113 [Bdd 10] Material Database versicu: 1564 Span Pitch Q(y OHL OHR CANTL CANER PLIES Spacing WarIPLY Is-" 5 /12 1 &M 040 140 1-" 1 12 in 1021ts 4 T'7 Ao Tl T 3-0-0 4-0.0 4-0-0 4-0-0 3-0.0 7-M 11-0-0 15M 441 1X41 3X4- 3X4- 3X4- 1X41 CJ31 J31 J3 FJ31 J31 J31 J31 CJ31 0-0-0 0-O 1-0-0 2-0-0 4-0-0 44)-0 4-0-0 2-0-0 1-0-0 3-0-0 7-0-0 11-0-0 15-0-0 17-0-0 Loading General (NI Summary Deflection L/ Ooc) Allowed Load (0) BBgCodc FBC20171 TC: 035(2-3) VMCR QI4b L/999 (89) L/180 TCL: 20 TPI I-2014 BC: 037(&10) 3MLT- ODSb L/999 (8-9) L/240 TCI L: 7 ItcpMbrl—. Ib vAb: �4(58) H—M Otn , 6 BOIL: 0 IIOL: 125% 0epyhm,K-20 BCDL: 10 Vhe.Cfr(l.XYA.)c (13-14y341 (21-123-M) (3043•89Q) (4"3-M) (5:1-1238)1) (63-14;1-3p.) (1:1.12,1,%%) (8d-12,W.) Reaction Summary 7r Tvoe . BmCandn &gRNh M aal RgdlkgWdh M.R.. M.Gavw M 114dSbHt MaX[}ddl MuT4X¢ I P,(VAT) I a Co Mmw ION,350M - -273 bs -2736s 9Ls 6 HRol(1Val) I 8h G m Mamy 3DOis 350bs - -273 bs -2731s Obs Material Summary Bracing Summary TC SF(AL9:h2013)622x4 TCB—g .. 3rihad,on)s2-5.*0 2 . BC SP(A=5-2013)02x4 BCBraft 9ia(rdo Pw-i.=5S7-0P i d pby0lns )Ms S(AlS16.2012)ON4 Loads Summary WO 1)71h'svuahasb-d.ij,dfg dl Tasdeb IOpib"dmlfiuekndp)sdadbads 2)Th'sneahashm� oif«(rdresorw:dhadshoaarda�ms0�A9CE7-10uIfif fob�ft—ddrdiput 160mphuth t;EVnaue,RAjFid.5,�GhL4ip,BOftCagoryR U-IDO),O—lBldg Di-40fu4733f(h-15f1Tb(Esd7m Tnz%No edu6mnW., IiDOiPIb0,OC7u WKM,41L 3)Mi,i—oD,4 mein&,gneasd..:,.h7BCTabM1607.1 I—lbmiaMW Load Case Irl: StdLhe Load Point T.oads ' Meobc To in Diufm Load TrbUb Toped 300 UP Oft BaOd 3.0 tip 29bs T.pQ BaC d 4412 l)oun 246 meah\��`111I I1111// d 4-0�I2 Up M Bls 246 TapChd 60-12 Ibun 206s 24 i1 RL f BmCd 641s 12 Up 824n 1 [� Tgpad && 2 13— 201. 24b BotChd &0. 2 lip 81s 24b eaa°dd 9ii4 Lps1� 2 44h �'�G�NSF����/i Toped 11-11-4 lbu, 20hs 24n 7-' C Bo1Od I I-11-4 Lb a bs 24b = ' ` P C- T Od 13-1 lbun 717hs 24n oP BgOd 13-11-4 Up Ibs 24in - _ ) Toped 1.4D0 L¢ Of BaChd 1540 lb 29h -p STATE OF i� `�'732rj 40� 0�` �-C_ORIO_P' S81OtVAL //lulll� an3� Wm+eamaay aado ,reebro, a��ran Inalr�g I Brimm Bleakly &G,eallbd'pagetaaddiinali&omiaiatAlara�phesshalbe 5ia,a.Erg476051 ISgaugepHeor'911$,uhih i,d aah'�e�nl8gu�phe - 2590FLArcsTWLRPy=R3 • � Southern Truss Coat, =ws.Inc. TLuss: C3G .SOUTHERN 2590N.kings Bpbuy ThmDesi-ler- heB Fort Pierce, F134951 Dare: 2l212018 45836 PM T„ss TM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 2of2 Verson 2016.113 [Build 10] Material Database Nusiorx 1564 Span Pitch Qy OUL OUR CANrL CANIR PLIES Spacing War/PLY 18" 5 /12 1 ON 040 1-0-0 10-0 1 12 in 10211s Load Case DI: StdIkadLoad Point Loads Member Lion U16. Load TrbRldb TopChd 344 Up 14bs Ba C d ;fill Up12 bs TnpCd 4412 Dwwr 31s 24b Bm(2d 44- 2 Dn. 7bs 24n TopOd fi0-12 Dmn 31s 24n - BaCd 6-412 DAn 7bs 24b TopChd &0.2 Dwm 3be 24b BoICTd S0.1 2 Down Its 24n 7bpOd 9-11-4 Dnm ifs 24b BaCTd 9-IIA D"T 71s 24b TopChd II•II-4 Down 3bs 24n BmQd II-11-4 Damn 7bs 24n 7bpCTd Ill 14 Dnm 3b Nil BaOd I3-11.4 Db n Ifs 24b TopOd I5fi0 UP I4bs BdOd Ib110 W 12bs Member Forces Summary Tabtnam@Mm,bwIQmaACS, n—ublfom;(rr—na.f=ir6ffa,a,rfmrnn—axelNO Thns-to-truss Connections Summary ID Qni!aTnss C9nYlptTr s OmvlaO4a 7 Y M C-31 C30 340 45 dg TT9 DI C3G 4442 90deg TT9 331 C3G &(-2 soft TT9 III C3G 81412 90dg TT9 DI C3G 9-114 90dt TT9 AI C3G 11-IIJf 90drg T79 331 C3G MI 90deg TT8 CAI C3G ISfifi 135dt Notes i)Th'sd_q'+n'sbaalmAGE7-IOasrdacmilry M2a7FbriSaHrdingC�le 2)36tOiwdHoaOtart9nwfialardhuvareldlttiusACb6elndplsira��npuieoofddlmon�ebd®dted,aomp�asD#I 1L+(I(c-1)xlMl LL'neoadarimi'trA1�RRA 1. 3) U%bddphBarelx320ga. 4)Agoa4ymrmolfamr,Cq�IDO,hasl�eppEalbtKpheheainxahsas; nfcdlyOnTnaManufa®acpcATN71N I-7A725�ii242 5)Amiidnndarwedraiegebpiaaupudl{g 6)lsaiwidupV— orsb.mlontviWFRSCblybadrl, N1$�///// f ENS P5l6 _ 7C STATE OF '. 73 2tt3,' cv j*sSfONAL E������� �111 11111 winCEAap�a(it's shallefivn�dbtnemamm�remc7hed®onofhuidi,�iibl 'shamimdesgnaireardrgimmmt sppfdbyfrTna;Mandadraerdr3a�miramrdq ardmnpl>�esofixnfamefimsaforhbyfeHdGt BTiaDM Bl DsgnsASmlonh'sdmwiy+'r�taafpb(�urblmgimi{gresyusb&ys>�farfierusmmpuradd�rArwanSslemrcpagmndlc"Impnamintama@n&Cmaa111 s'�geforadd'imalnfumaionNmmbarph�dmlbe yuaE+gA7f0S1 �/ -,afancalbySmpvn9urg-TM<mpargllana®rdarmwieESR-2762.Nmnn�•pheare20gugGwL$i dplacmekfolmalbya=18"wtidridmrsan i8g4>Agephe,orSNIB",aiidr'MFaea}i�tr�nl8�ugep'ae 25g0llr—H*RRm:R3495i rc 1-z o34 -nabs 3-0 o3sf -1�7ab: sc a2sa -774 ba 2-3 0350 -1278bs 4-5 0346 -I2786s BC 6.7 0224 7091s (-583 bs) S10 0368 I�7S bs (-If315bs) II -I 072a 7091a (-58ibs) 7.8 0255 700Is -SBOFs) 10-II 07b9 7COis •597bs) ABs 2-II OBi2 1341a (�bs) 3.10 Q079 250Is (-1541a) 53 0244 599 bs (•SS!ls) 2-10 0]46 599 is (-552bs) 4$ OA79 250ts (-1541s) S7 OAi3 liihs (•'Zbs) Southern Truss Companies. Inc.. I Tom= CJ31 = . ,: • r < .: ' SOUTHEAN 2590 N. king; Hijmy TPrrcied g 43 145 l RU SS Fart Pierce, F134951 Dare: 2/21/2018 45836 PM � ,� Sott�nsTh4 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax P2--* 1 of2 Trtss Ica 2017.7 Wd 14] Material Database wmorx 1564 Span Pitch Q(y U-M 0M CANrL CANT PLIES Spach-9 WG )PLY 4-1-7 3535 /12 4 0-H 0-0m 14-3 0-00 1 12 io 121hs 1-9-14 239 1 1-9-14 4-1-7 12 3.54 F t 0 v; q 2y 1 T 1X4 1 F-J21 FC5G7 J2 I FB-3G-1 O-" "_0 1-9-14 239 1-9-14 4-1-7 Loading General CSI Summary Deflection L/ 0oc) Allowed 1.d (pd) ftcode: FBC20171 TC: 013(2.3) Vnat: ON Kp L/999 (4-5) L/180 TCLL: 20 TW 1.2DI4 BC: 025(4-5) VntJ_ OhLP L/999 (45) Lr240 TCDL: 7 %pMb mama- bb WB,: 005(2.5) QWCML_ 000, 2L/R4 (I-q zr nm BOIL: 0 n(u-: 125% Cam/ail3: 001i, 2L1999 (1-q 2Ln21 Reaction Summary 7f 7M. BMG..bo B*W(dh M.WW RodBrRUUh M.Rma M.Csa LW M.V"LTpM M.1W U.%it 5 Fn(VAI)- I 11313n C m M—y 3100h 59ft - 49 ba A91s 65 bs 4 HR.I(r—) 1 15b - 3mh 95 bs 416a -39M .41& - 3 HRW(fraas) 1 I5n - 3mb I bs -27bs -28 L. -28bs Oba Material Summary Bracing Summary TC SP(AL9C62013)9234 TCBg - Sl a4niQAvisas63-0,Aafnd�by0lua rsi BC SHAL9CK2013)Mx4 BCBmdg 9.mhd.huS..63QBhidepby0h- wbs SP(AL906-2012)5334 Loads Summary 1)Tl, f—Rx&.b10pa'noaadnatKtib�dpsdd� =.sb-d�fo 2)Ttis—hasnandztradfa twits ofa;,dmd haamrd n v+.49M-10%%ihkfob%;g�d!rwdi3xr 160m2na1:mt;Expauccluh•&4t,CublATpBaMiccstl�yno=Im>o..OBBg Um4D+tx4733fkh=15nrzXBadZo Tnw�rmwmd,*o>, Dx-lao,Cc7�wda,4e 3)Mhirmn Staarbadgnaaddar¢ OiMCTabr1607.1 hamob—ppW ' Load Case Lrl: StdIM Load Point loads M.4. Lamkn IIrzkn L d TrbWRlh Topad 2.11-0 Lp 13M WChd - 2-11-0 L� 27 bs Bopad 2--0Up 27ba BaaUp d 2-11-0 27bs Load Case DI: SOD=Road Paint l aaas i Toad 2-I1-0 Du I7bs BaChd 2- -0 tI, nh TcpChd 2-11-0 rip I7b; Band 2-11.0 W 171s Member Forces Summary T.W.MamManbe B%maxC9,maxaxblfors,(maxmnp faa:addf vufiommuaablfoa) TC i 1-2 QI76 -65ts 2-3 ' a134 -236s BC 71 02M Obs 5-1' 0on 65Fa 04hs) Wit. 2-5 0048 1511as (LI bs) _ 1 ; -p STATE OF nQ- 40RID /IfIII 11 MnCBAmpyofdudtp!JdbeWd d dp itH1raaumyardaYnpb3ffiofbeidmmEm9lfahbyle&dirg Brim KBleaMy nnR ���Imh'sdrau;lg'rdmsaagian¢ofpmt®r®Iegnarignspossbiyskiyf Icnsaampmat�rshown�hm+clvgnrdicimpanabrfamatm&Crnealllsn"pigeforaddiimalid'ommeonAiarv�plaairalbe � nomad'narafbySmpsn9mg7'd'ar llrcueaoNanswAE9t-2762.AIammorplasam20�yF,ewlsf�egwd'clpbcvecfotnsdb�a IS'Widrhdmcsan l8�sgepLCorStllS,wh'di:Smaali�t,�l8pasrgephe 2590*RV5-RAR%,,,R34951 . .Southern Truss Companies, Inc. Truss 031 — +_.;:,.1c r. _.`• : 2590 N. kingsHighly Prc�ectlT�arne -B SOUTHERN Designm cbc ca npMed solwio4z— -miss Fat Pierce, F134951 Date: M1/2018 4S837 PM TDss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pw: 2 oft Version:2017.7 [B»d3d 14) MaterialDathm,ersiam 1564 Span Pitch Qly OHL OHR CANfL CANtR PLIES Spacing WGRPLY 4-1-7 3535 /12 4 000 000 14-3 04" 1 12 in 121bs Truss -to -truss Connections Summary ID C.TWTm C-yim'r— Oa V'MQTm An& TT7 32 CBI 2-11-0 315dg M p- C131 2-11-0 45 dg T75 CBI B3G I" 315dg T75 CBI m 18-4-0 225dg ` TTB CBI C30 3-04 45dg Tis CBI C3G 15." 135 dg Notes I)MMjp,'ab-J-A V-IOas�d'emadbyMM7RvidaBa3fngC.& 2){BtCRandH.zCRareMwselandh.-ko aidfiai,66.b iubk d*fiw pmmµv dddk=d—d®dkndmmI=dmD!fu-+(K.. 1)xATSIM I. 3)A�taTrymmnlfaa,Cq�IAO,}ashmieppldbMpFathualtLvdLaasspmfelbyMTmsMamdauvcpcAl3RR I-Xn2Sntion242 � 4)T�=mmmunbf«gmph®I'tmpmmnmly Alnngs«ohamunaalcpmm6a3r+ibepmiialbr Mmazi®monand�miftdm�nnMR�®n9vnmay. 5)TAdwndupHum®mha�mMWFltSQdybad.� ''47 -p STATE OF I �O �� �3 �t �(r��� j\SSfONAL 0111 m NJfICHAmpyofdt'sdagndalbefumi#WbMaairmrramr.Thoth's'�nSdalr�ulaadmd�aeeatdtrQ,itareas�pp4dbyMTnm;ManCancatdreim�nMamvayaMmmplaxgofMnfmmdmmfahbyheBuddi{g Brian Bleak)y L�grcAamlmhsdnwig'r�draBampa�mofpmr�vulmgimigrt�asbSymByfarMnrsm�naYd�dgnnSxlnv�cptgmndM"impart+alnimreinn&GaiealbWS"pageraradd�ul nrama@nNmmmrphg9alM ����I nnm£anadbysmpsnsog-reCm�lrcnamxaanmwa,>s+.-z7�.Aem�.�p�aRao�'$Mspe;r�p>�aroww�tr,a .1s"wna�i,�aan 1s�agap�t«s+le;wna�:�am«and o� 1sgee 2590NK. }:dtRPi4tefl34951 ' il+ta3t3i� SOUTHERN cc, MuSS Tniss CGMPAN1ES Va9a1:2016.113 [Blnld 101 Waterial DBtahase version: 1565 Span Pitch Qty 5- 6 3535 /12 2 2) Southern Truss Companies, Inc. 2590 N. kings FT)ghm ay Fat Pierce, Fl 34951 (800)232-0509 (772)464-4160 (772)318-0016 Fax OHL OHR CANTL CANTR 0110 00-0 14-3 00-0 i. 1114 3-8-8 -- - - 1-9:14 5-M - 1 x4 1 J2 L2G LTUSS- 04 ProjectNarne: 14V43 ThmDesignr: dhc Dare: 2212018 4TPM Nap: l of 2 PLIES Spec -mg WGT/PLY 1 12m 16Is 0-0-0 1-&14 1-M 341-8 5E� -_ o-" - Loading General CSI Summary Deflection LI (loc) Allowed Iced (psfj BBgf:�: TBC20I71 TC: 0.17(1-2) VnCR 00n1 3P L/999 (4-5) L/180 _ TOLL: 20 TPI I-2014 BC: 029(45) 1MtLL- WIMP L/999 (4-5) L240 TCCL: 7 P pMbrTm . Tb Vb: O06(2-5) ().a/Qi T-1 00 b 2LJ489 (1-1) 2LI12D BCIL: 0 DDL: 125% Cv /QirZ O02n X1999 (1-1) 2LI120 BCCL: 10 H-M 002n 3 I4e01rss0ta).ftak (I5-42-2111 (2003-1090.) (5:1-03-M) Reaction Summary - 5 rn(t1MI) 1 II3I3n Co Masxuy 300n 481s - -546s 4 H8o1(r—) I lSn - 300n 57bs -II)s -lobs 3 HRol(fnm) 1 ISn - 300h 20bs -71s -42bs Material Summary Bracing Summary TC SP(X-906-2013)4r22x4 TCaamg - ShmhdorWr:sat6.3A%T d�byM— BC SP(ALSOS-2() BCBmmg-q-hdorhaiset&3AVk.Wa@Tby0h- W. SP(AI.906-2012)02x4 Loads Summary 1)Th'smshmb-dgydforKdra%&nb IOpPi ,lvdiwbadpishadba& 2)Tlfsnsshasbmidsgdfahedimsofw:dlad;naa i 7-IftkWob g�ddrniipt 160m(hulrtmtE TwyEndm CnbL4iy,BdG QigwyllQ=I00),Ox ift Dim40fix4733f(h-15ANT ffndZ—T..AT6hcedwebmnOeaiDOF160,CCZn Vrdh4fl 3)M-nimm—gr—badnona®rd..-s, irBCTabL1607.lhasnab.eppfd Load Case Irl: Std Live Load Point Lis Mantic Lion u6w Load TrbRlih TopChd 2.11-0 Lp 13M BmCbd 2-II-0 Up 27bs TopOd 2-11-0 Lp 13 is BotC d 2-11-0 Up 27In Load Case DI: Std Dead Load Point Loads 7Mpod 2.11-0 ITP I7bs BarQd 2-II-0 $ 17bs TopChd 2-11-0 lip f71s BotCd 2-11-0 Up I76s Member Forces Summary Tabb-ndi mManbalgmax(S,m midfotq(m x: W..fa fd8raenfiomm mhlfuad LcI.2 0169 -92M 2-3 0.169 -41 is BC 45 0287 Obs 5-1 (IIBS 78Is 44bs) vas 2-5 0060 190bs (-77bs) Thw-to-truss Connections Summary ID CuridTnas Orryi¢T— c Yig0fr% Anpi! 713 72 C14 2-11-0 315dg T23 P- CM 2-II-0 45 deg TTI 04 I-V 400 315dg TTI CM L20 840 225dt -541s 78 hs -Ills Obs -42 Ins Obs tv1. BL- P!6 STATE OF PC zZ: , �i0���40RIDe% ,1"1 1111 PAFlC23Ampy0IftG pMaY6C1=9Mdb Brian Bleakly L1a�eAsalmh'sd—ig idmgeaspaimoS—�, 476051 nbmdaowdb9SmpmSrag-T6Canpa7slanaoadanewfiE9t-2762.Alarvbarpbeswe70�ug,unLBhespeifdpbes¢e'sforaudbya=lSwhih id•.organ 188au8epbtorSVlB;wMdiidmaah'�truim l8gaugPine 2590XKm%*RW¢Fl34951 �•. 104 Southern Truss Companies, Inc. Thiss: SOUTHEA N D--* 2590 N. kings I3ighway PTnmse -. A Soldoffi TRUSS FcatPierce, R34951 Date: 221/2018 4:5$38PM Trams CQMP4NIES _ (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pate: 2of2 Nbsioa: 2016.113 [BuM 101 Material Datahaw versa= 1565 Span Pitch Qty OHL OHR CANIL CANER PLIES Spacing WGT/PLY 5-" 3.535/12 2 0-00 04H 1.43 ON 1 12in 16Iln Notes 1)7h'sd_d�nsbasM. ASCE7-10m.fea.dby1x207FbiiaH U.gco& 2)V�CP dll zCR Rdewi Wdkm.Mb,4s1ae0I�Wdpl.1m11w1ddlmoadwbdulbA.p,md.DdLl+(Ra-- 1)1 Rf! DL'nalhI. 3)Agia4yamolfaoa,Cq�IDQhuhmappLdnirpheheal vaLLaaz idbydrcTnmManiddamcpaAl�S1.7R 1-2002Sim242 4jTn�o-�ussm�ue�ri"sfogapholuup®uonmly AFmngcoroheauotvalarubmndeEb�m o�inaasnaamaaduD:fLt—ht Md3n.q.—y. 5)1.iartx:dupifraaaasb..dmMWFRSQ*baft \.�GENSA- PE ��r��i r -o STATE OF .cam •—C ORID j`sS�01VAL l/lllltl� TSIRCEAmpyofdt"sd�adselbefimidnibbeaDa�nmaaar.7hedgmofh's".duiialnrs's6a�lmdagnaeeasdrspimci5sgphibyfrcTnb:Matufanaasdsd¢apmdraawaiyaMasnpiaz�oftrhfomaeTgfafsbylxBuiiig BrianUM ��a�to,�saaai�ae�ao>�aa�araota�we,gaa:i+gays,�yrori,�,so��eua,��oanssF��g�adk^Ia�amrmaa�as:cmaatwa^pog<ra�aaa�aalhraaaaaoRnamnn�phssrrba MIdy rtumGaandbySmpnnSmgTeCompanylrchaoadarixuEsE92-2762.A➢amber plsazase20gis�5smffiix �plaesec'sfobndbye-l8'alidi isdrasnnlggisgepHgorStllg;wh'ds nd'�aah'�Ivm�I9pugeplae 2590TSiGesHehR R349S1 Southern Truss Companies, Inc. Truss: CJ7 SOUTHERN 2590 N. kings I-EiOMY ThiPross Name: �� &c B TRUSS Fcxt Pierce, H 34951 Date: 2/212018 4:5s 38 PM Carrgxnent SohIDc¢sTM COMPN111ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: I oft Truss 1 Version:2017.7.1 [361d2j Mateaial Database versica 1565 Span Pitch Qty OHL OBR CANTL CANER PLIES Spacing VVGI'/PLY 10-5-12 3536/12 1 1300 09-0 14-3 0-04 1 12in 391b5 1-9-14 1 4-11-12 3-8-2 1-8-14 6-9-10 10.5-12 7 1x5 1 J3 J3 J5 IA8GL 0-0-0 0.0-0 4-11-12 _ _ _ _ _ 3-8-2 1 6-9-10 10-5-12 � Loading General (St Summary Deflection U 0oc) Allowed Lied (Psf) B4c.&-. FBC2017/ TC: 031(2.3) Wck 007n 1./999 (5-6) L/I80 TOLL: 20 TH I-2014 BC: 047(6-7) V nLL• 003 b L/999 (5-6) L/240 TCCL: 7 RtpMbrlm 14o XVb an(" CadcwrL• 009b 2LA43 (1-1) 2L/120 BCLL: 0 UOL: 125% 0.4/631S: ON h 2L/840 (1-1) 2L/120 Reaction Sim unary 2r Twe &¢Combo BmVddh Maeel P*Bmvkh M-Rma M.G-17A M.)XWIW M.Lta Nc.H k 7 %,W), 1 11313n Ca —Mowry 3mu 390bs - -2121s -2121s 110bs 5 HW(frsss) I I3h - 3AOn 3191s - -183 bs -1831s Ohs 4 HM(rnas)- 1 ISh - 300h 901s - -74bs -74bs Obs. Material Summary Bracing Summary TC SP(AL9C6.2013)SS2s4 TCBadt shmiado P f,.m6-3-0,P f d�by0t— BC sp(AIJ90W013)i/2N4 BCBaft 3mhalvP iw1&3-0,BuradmVbyes Pfts SNAL906-2012)632r4 Loads Summary 1)Th'atashnb-dsjdforhedfatAnb]Opifbc dnrdimbadplsdsdbad; I 2)Th'ssuehashm�da@nlforOndresofwidbadsnA��mmti��7-IO�tiefobu:wu�eddnalige 160mphuliime,E�paaaeC,FvyFnda�GsbWip,BulingCasgayR(I=IAO),OuealBlig U,40fb.4733$h=I5ft74xF4Za.Tnss,TF7.adw65 y6kdOCL-160,OCZoreWd9,4ft 3)M'n.mvnmmgeairlsdgneamlv�xsWiiBC7 bk1607.i hasrimbm�alyfed LcodCase Lrl: Std Live Load Point Loads - M.d. L—bl t5i. Load TtbRBh Topad 547 Llban 32bs Bald 547 Lp 5bs ' 7bpQd 5-47 D— 321s BdChd 547 tip Sbs 7bpOd 7-166 D 71 bs BaChd 7166 D— 4Ls Topad 7-I0b D— 71 is BaC d 7-106 Dann 41s . Load Case DI: Std Dead Load Point loads .. . Manb' tomin i5sion toad TrbWdh Topcm 547 D— 96s Buchd 5-47 13— 14 bs TaPCtd 54Y7 Dmsn 9ls BotOd 547 Doan 14bs TopChd 7-IOb D— 27 bs BotC d 7-106 iknvr 371s ToPod 7-106 ➢oan 27bs - BaCld 7.106 D.N 371s - Member Forces Summary Tabbido=MmibalLlmax($,m a)CWfaG("avu .f=Faramtfianr a alfor4 TC 1-2 . 0301 484 bs .4711s 2-3 0308 583is -5MW 3d 0254 75b, .tills 13C 5-6 0341 Z. - 6-7 0.466 .606. 7-I 0466 497bs W.ft 2-7 0.120 3781s (-255bs) 3-6 0.094 232bs 3-5 O.220 693 bs (-560M) P6 r -p STATE OF 1 0-� //��%/SSfOjfVAL \ Southern Truss Companies, Inc -SOUTHERN 2590 N. king, Hidiway cmvotledso» Fat Pierce, F134951 Thm COMPANIES- (800) 232-0509, (772) 464-4160 (772) 318-0016 Fax Velsao:2017.7.1 i 3uRd 21 MatrrW Datallese vm-si= 1565 Truss: m ProjectMne: 145243 TnssDeagaer. dhc Date: 221/2018 4:5838PM Page: 2 of 2 Span Pitch Qty OHL OHR CAWFL CANCR PUSS Spacing WGrIply 10-5.12 3.536 A2 1 0." 0." 14-3 0-0-0 1 12 in 391hs Truce -to -truss Connections Summary 1D CarredT— CwingTn C-viu:oTW Amb 7712 D C77 547 315dM ' TT12 D C17 50-7 454 ' TTt3 75 C77 7-1" 315drg Ti13 15 M 7-1" 45da TT7 C17 ASGL 34-" 225drg Notes 1)Th"adage's6amiWSCE7-IOasrdeawdbydr.7fA7FlxilaHulingCak _ 2)\lc6taMtiuzCRa�eixw5alandhaeaald�i�sdeeufvehaaplssiraepmmpomiorddlvond�bdmd6ad.mmµmdasTHI TL+(Kc-11ziNl_txEaapda�M'iA75f/fPf 1. 3)AgirefryamrolfamyCq=IDO,Fas6earappWol�ep6ehealrmian¢ vahsas�pmTeibyt�eTnasMamdanaapcATHIfP(1-2002S®m242 4)TnnsPrvsmaevm'sfargaph�lnapmeonmy A!¢;gavofiam mnalwm iondalbVwvkdnest==r®ahnardup5fidmannheRmabn&mmy. 5)Sitd%WupTfhmai sbasdmMWFRSCk*badng �.\GEN`SF����-�i ! 1 P� 7fi ' I -a STATE OF i `. 2- 4S-2e-16" ORI�P �IIj TONAL E\\\\\ Ill ! 11111\ thgraAsmlmiusdrxaggidimesaaxpanmoflmf®ioraleg'rmSwert�ansit,Tiy�farh.uaampunud�rSaan�lemuela@ardfie^Irnpcvendnfamann&CieiealTb s"pageforeddmrelirfamamaAiarv�pheSaaPbe I v�E^S��I � / II rraro�aav�bySmpeon3org-T�rr�rrylrcnaam4r�ma0rF9t-2762.AIam�rplaBert.7gypugqun3sEr.paifidpt3eeme'sfabaelbya=l8"wlidr iiaa�ant8�rgephym'SMIS�uhEi irdmsali�e�mni8�ugephe 2MMK,,, }ffd�RFb=n34951 Southern Truss Companies, Inc. Truss:. 07A ' .SOUTHERN 2590 N. kin2p Highway Nectllame: 743 TRUSS Fat Pierce, F134951 Dale: 2/212018 45839 PM calap-Somongrm CGMPA1N lES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Par.: I ore Truss Varsi >: 2017.7.1 lBlnld 2] Material Databaseversim 1565 Span Pitch Qty OHL OHR CANTL CANrR PLIES Spacing WGT/PLY M3 3.536 /12 1 0400 0-00 0." 04D-0 1 12 in 37lbs O 1 T 2) 5-4-11 9.0-13 5 J3 Q-571 ri—_—i I JSA ABGL 0-0-0 0-0-0 1 4-11-12 3-&2 1 54-11 9-0-13 Loading General (NI Summary Deflection Ll (loc) Allowed Load (0)ftCnde: FBC20171 TC: 06l(1.2) Vnot 0D5h L/999 (4-5) L/180 TOLL: 20 TH1-2014 BC: 0.40(5-6) VnLL• 0D2b L1999 (4-5) LR40 TCM: 7 RepMbrbxreix: hb Rm: 027(2) Haz62t 001 h 3 BCLL: 0 DOL: 125% Q.P%aIrira=20 Reaction Summary Sir Type &¢Canto ftvmh Maeal RgdBMVIBh M.Rmd Maxc vTjpm M.V.MTbyk MaxiblA 6 Pn(N6q' I I0594b Ca—Maswy 3DOb 371)s - -199ts -198bs 4 HRoI(rars) 1 15h - IOU366% - -201 bs - -201 bs 3 HR01(rnas) I 15b - 3DOn 86b - -71 bs -71 bs Material Sunurtary Bracing Summary TC SP(ATSoi2013)022x4 TCBaft SJmM1or71aFsm63-0,%T dswby0tax BC SNALOS-2 3)9220 BCBa619 ShmlxdarAvl w6b0,Rtirdagibyohaa VIA. SP(AL935-2012)02x4 . Side SP(ALS06-2013)422x4 ' Loads Summary i)Tbbtml.sb-deadWW ffasdrb IOpdbc dadF.badprsdmdba&- 2)Th'asmbasbemds�rWforFe T=ofaadbadsnaaadm�s�7.IOw7hfrcfobnire s hfrWipt160r�huBlmkSxprnseC,TveyF 4Gltb}ipHliingOtrgayR(I�IDO).O.aaOBN,; D'ms40f-4733 f(h-ISgNxtF dZ—Tn.;N.-icm4x.b-si.-LDO rILO,OCZmewdh48 unm 3)Mimagw*baftiiaaordarm.FhteCTabLI607.1 hasmsb=appfd Load Case Lrl: Std Live Load Point Loads Manbe L—b6 n:nin Load TrbVA±h TapC d 3-7-8 Dove 43 bs BmChd 3-M Da- 7bs TopOd 3-74 Darr 32 bs BOIChd 3-7-3 Lip 5bs TopQd 6-57 Dour 75 bs BaChd 6-5-7 D— 15 hs TapChd 6-5-7 Dawn 711s Bachd 6-5-7 Doan 4bs Load Case DI: StdDmd Load Point Loads ' Manbe Lesion Disim road TrbVVdh T.p0d 3-7-8 Doan 21 bs ' BaOrd 3-7-8 rb— 21 bs Topod 3-7-8 D— 91s BaChd 37-8 Ibwr 14bs , TopChd &5-7 rbrvr 35 bs BarChd 6-5-7 D— 42bs TbpChd 6.5-7 D— 271s B.(d &5-7 D— 371s Member Forces Summary Tebl.MR. Marb TD, a.B.nmaxa farq(rm—M faa addfa..f— .hlfaa) TC 1-2 0615 729 bs (-632 as)l 2-3 0307 791s (656s) BC 45 0329 -744 bs Sd 0.401 .7446s 6.1 0.401 -632 bs Alps 12.5 0004 2561s 12.4 0270 851 bs' (-669bs) Ohs Ors r �'" r" r� x � •1 -a STATE OF \ 1j � � 2.23•�1�'�� I_O_RlD_ P �� S1ONAL E�G\\\\ 1J111M TTFfICEAmpyofh'adrs�shal6efivnr o9rnoiaromamcTl ofh'sidieidminea'shamlmd n0ceardraFuemssppCslbyheTncKMemdaarandrdargsntmmvaq ardavro.=off¢idmraeormfahbyheBoBrim NE Bk,ldy D_QicAslmtisdmwig'rdmsampanxofpofiyulegrxa:rgrcWasWrysaB9falx:nssmrrmaaad�9uanSeiemsc�gard he'Trt�paaaddamafan&GmealWn pagefaraddmaalnfaaaonAlaxor�rphashatbe 1 'f rmradaaadbySmpvn9mg7-damparq;rrcbamcdarma�rT�t-2762.NarumxphBartIl1yyugsv�hespmTuiptese'stobwaibya� IS'whihirdaaan IBevugeptea'SC IS ;atidird'naa h�rtr�r ISyangcpUe 259pHrvesH�dSRI'hrgfl3995i + Southern Truss Companies, Inc. SOUTHERN 2590N. kings Highway TIROSS Fat Pierce, F134951 Compo-�h&WTM comk is (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Muss: 07A ProjectName: 145243 TrusDesig= dhc Date: 2(212018 4:509PM Page: 2of2 lbrsim 2017.7.1 [Build 21 Material Database versiai 1565 Span Pitch Qry OHL OHR CANfL CANTR PLIES Spacing WGT/PLY 90-13 3536/12 1 0-0-0 0100 000 0-00 1 12 in 37lls Truss -to -truss Connections Smmmarj m Ca,,WT, anN;VT— C-vr*oTTs A e� m 13A CnA 3-7-8 315dg TT9 33 MA 3-7-S 45dq TT:0 35A C37A 6.5-7 315dg 7T1 35 CPA 657 45dg Tr4 MA ASQ 7fi0 315dg Nate 1)71&dagv'sb.md.. 9C137-10.,da..dnykaa7FbiJ..I 0c M 2)tsraranaFmcxs�ekw�wdho�amalmlxfnsneos,emapr�kaepmmpa�cuormranamDamamdomw�ast� u.+p;a-11xnn u-naa�a,At�nx 1. 3)Aq=Tiym olf�.Cq-tiAactmiarpSdonwTbchDa1re wbsmVffd ykTmMemdaomrl A,EM1-2=Smmz4a a)Tnn�Wrssoxu� crorpaptuml napr�ronany and.corm,cs„b�icmr�+dmnbepm�aaiD�kmxx�mo„s�d�px�aD..n naKrsmabnsun�ay. 5)U.d.i dupNumc'vslasimMVIFRSUIymd'ng. \GENSF'�r��i� P� 7E� �- -p STATE OF K1T1�Ampydbsd.dtalbefimA�dDhaaionmrtaor.7Ted�mh's'.divihDlnes's6a�mcL�nacea�di¢pi.mnissgQhlbjkTncsMamdnnaaMrtia,ponhamvaq udomknfa,re¢nssroh6�hTAdf.g Brian M Bleakly �C.�lmnisaaW:�y�eao�r�orvor�lmsrm:�n�irak.,��po�e.a�aDa.sskorapo�ak^In�o>a,an,ro,�mnac�rtt,�p�rar.aaarao,rm,Dco.uoxonap��d,ar� y,nF�mcnsl mood moailySmisn9argTeCargeriKirona®rdano;�i�F9L2762.A6mnnc.xph�erelD�mishspeifDlptaeme'sfob+�bye=18'wiidi nd®�en l6�ugphq«'9Y 18;wh'diidmasti�mmnl8�r�gephe 2590NKr�s}iehRr�¢Fl37951 Southern Truss Companies, Inc. = J1 _ SOUTHEpN 2590 N. kin Ifi waY iNsame: Thssrei 145243 dhe TRUSS Fort Pierce, F134951 Late: ?121/2018 45840PM - �O" 7p°1 T� '� COMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 100 Versos 2016.113 [Bdd 10] Material Datahne versicn 1-%5 Span Pitch Qty OHL OHR CANrL CANER PLMS Spacing WGr/PLY 1-&0 5 /12 3 0-0.0 am 1.4-8 a," 1 24 in 5Ibs 121-5-0 , 12 5F- ,Z Loading General CSI Summary Deflection Ll (loc) Allowed Lmd (psf) BldgCode: TBC20171 TC: 060-2) vnat on L/999 3 L/180 TQL: 20 TPI I-2DI4 BC: ali(iI) Ylr• ai On LIM 3 L/240 TC(L: 7 RepMbrtm : Y. RBt: ODO(1) Cam/0H7L- on 2L1999 (3-1) 2L/120 BOIL: 0 nOL: 125% CwvCH(IY On 2L1999 I 2L/130, BCEL: 10 Va.CR: on PbeGT�(JnL%TA*'t (15-I42-3A) Reaction Summary Jr Tvx Bmcambo BgWdh Masai R4dBMWdh M.pR t. xGa TbZ M.V"tw M. Mft M.H3& 2 Ph(r—) 1 15n 300n 93Is - -46U -461a 42PM 3 Fn(R4q I 6b Cm Memory 3D06 27 bs - 41s .4 is 4292hs Material Summary TC SP(A,SM2013)K22a4 13C SP(At915-2D13)h22r4 wb3 Loads Summary Bracing Summary TCBang Sh fWwP rTsaI00ARe d.gp y0I m BCBmdg Shmf.JaMsat63o,Arindebby0hn I)TlfM=hasb.dagdforhedim:drcb l0p4bo dardnebad*Amd(a&, 2)Th-smshasbmidsgWftrhedfmsofuidbad;naomrdar�VLkSM-10Wh Iefoltft a rnni:pit 160mphuliml;Expaorr FaNEKbsAG+bl;tip,BuiingCaesoyB(I=IDOLO-1Btlg Ors40ftr4733flh=ISftI41EIld2aeTrurt!hcedu�bmr.i a Dap 160,0CZoeWdh4ft 3)M'nrru—g.-i:b- rgna.di—mItTBCTabh1607.I hasnab—wSd Member Forces Summary Tabb'udragMmhcTgmsC3,m axelfoa,,(m xo W.fom=tr&T afrunm miiifa¢) TC 11.2 O1157 .273 L. I BC 3•I 0.105 292bs (438W 1 I YY@s Notes 1)ThB65FV,i;baselaJSCE7-10.s :r .zdbyhe2017}trilaBuUngCade 2)V.CRardH-atarchnssnalarcl1)rlbl DL'naomhrms4tA,.91IP(1. 3)Agaiyau jf.ar,Cq=IAO,h sbmiappW tephebealrLi day gown w xffWby4 T=MamdeowaMAMIM 1-MnSavon 142 4)Tns>wiesc. 3imisforgraphmine"wnmy Ahangcwcfir* IeovmandmIbeprmii nriafermsrmamanduptftd—bttMoim9—y. 5)M *pL-pnneibmmgsa's: 6)t.W.idWTItr.d—bami mMWFFtSGilybndm ,--- f/ -�GENSFr�/� =..,� Psis `+ -- / r i X _ p STATE OF f �lllfllt� Z< • {' ' Southern Truss Companies, Inc. Truss: J2 SOUTHERN 2590 N. king highway Pr Trusme: l)*s5 1452E dhc fRuss Fort Pierce, Fl 34951 Date: 2212018 4:58:41 PM - Carpooent Soludo TM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pae: 10f 1 Truss Vbrsi0il: 2016.113 [Bmld 10] Material DatalSase version: 1565 Span Pilch Qty OHL OHR CANFL CANIR PLIES Spacing WGDPLY 240 5 /12 12 00-0 004 140 a" 1 24 in 716s . 241-0 1-4-0 0.8-0 1-0-0 24)-0 12 5F— ix4 i 3 2x6- 1 4 5 1x4 1 B CJ4 0-0-0 0-0-0 T41 Loading General (Sl Summary Deflection L/ (loc) Allowed Tmd (p) B%Cndc FBC2D17/ TC: a0(2-3) 16t(R 0hTp L/999 (4-5) L/I80 TCL: 20 TPI I.2014 BC: 0.11(5-1) VALL OnLP L/999 (4-5) L240 TC1.: 7 RspMbrl—: Ym Wb: a07(2-5) C.WCF - 001 n 2L/999 P-q 2Ln21 BCLL: 0 DOL: 125% CvaIO4TL: on 2L/999 0-1) 2L/120 Reaction Summary Jr Tvoe RMC-ba Bm.Wdb Maenl RgdBMWlh MaxRma NWG IW MUMALaYl MaxT3M MazAx¢ 5 Fin(M) 1 Sn CroixMa.W 3DOu 226ha - -Sbl .69 h: 93 is Ro9 4 BCrnss) I Ish - 300h SI ba -441s -03bs -44hs Obs 3'TBtoiCrnm) I I5n - 30Oh 361s -30 bs -27bs -30bS Ohs Material Summary TC SP(AL905-2013)422c4 BC SP(A1S05-2013)R22r4 Nes SP(AIS062012)4:9214 Loads Summary Bracing Summary TCBma,g Sl. hMmVe-m63-0,Aaiisda@,by0h- BCBmug. Sl t daPuism100QPaindgpbyCi= I)Th'ssaazhasbm daipadforf=T=dwb IOpdbabmdx dimbadpbsdmdfJa& 2)7T'ssuahasb�,da�xilfaQedfeaofaidhad;ne�rdanmsiMSCE7-IOss�,fafoUai,¢ucddml:,ps 160mphuV:nae,E�mueC,fvy'FiidnsdCnbhHpBuingCaegayR(I�IDO),QealBtlg Iim4Ofn47330,h-15ftN%FndZ—Tra;Nil.r dv&mred.e DOL=1f0,OC7m Wdh4ft 3)M'iiw snmgm&baftiiam&�g%TBCTabhl6o7.1 hwrab nprAd Member Forces Summary Tabr datsManlarTl�mezCSl,mazaxulfo Q(maxmmpcfu¢dddrem fianmaxawlfo¢j TC I-2 OD84 -75Is 2-3 0.099 -25 to BC 45 aD99 Ols SI 1114 93hs f-19R Wbs 2-5 am 219bs (425bs) Truss -to -truss Connections Summary M Cani JTms 0.nVMTus Ca 0*0(rw Ar,pY TT3 72 C14 2-11-0 315deg 7T3 32 C14 2-II-0 .45dg - Notes I)ThM*nbbawd.MSCE7-10as,dem.dbyl.207F.,*B.1T gQ& 2)WOtad%7CRa, Il imla,dhaizcmld1biusdcbfmWdphsfiwaponpwnofddlaund=dmdbAQ p dmD:fl IL+(I;c- 1)xDdl T7L'namda AhAMM I. 3)A*akym lfamr,Cq=IDO,hasbm,aWW01-2IO2Ssim 242 4)Tws4b ssmmm6m'sforp*kal'nupmfoncny Atweamotm-mamlonumundnibMmildDekt axsmdonandiofO9 bixP—fonS==y.. 5)L'sdw:drPffnmoinsh vedmMWFTtSOdylndrg . M -IgL ENS PE 769t� r � � I -p STATE OF � SsrNAL /llIM Smf nngym uu y�yc�.K�W.eau,wau�u.wn..,,.,,=..a�iw.u..u...,v..mn,.�v,.. ..a��.,., o....,.y....-.u�Yr-....�....��...-....•..-. o......... ...... ........ .-....._.........-.. .... .......-.. C, nrw-ol-Y kV T1eLwcA�lmhadiaxig'.d'iasamyarmofpof�alegimilgr�usbiysol�fansmmporuadagndw eu+c{aga.dk'impo� Kl fn✓ECncalhbd'{e�faadd'ivalnfanmS"Urs#76051 iixiAlmvbarpha�albe mamdauadby9.7w9[rg-TeCwV..yIrcnamdar�airT�1.2762.A1mn,mrpbesme711�,germLQhe fdpbesve'sfo6aadbys=l8'ahiir iidaisen lgpp*la,W9g lg;wtid, ie m.higlesm lsp atpbe 2590T11Gr$Rdr.AWgA34951 f Southern Truss -Companies, Inc. Tmss: J3 � SOUTHERN 2590 N. king IE01way Pr uss DTROG ame: 149-43 Fort Pierce, F134951 Date: 221%2018 4:58:41 PM "p°0crIf SQ COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 °f 1 Tnss Version 2016.113 [Bdd 10] Span Pitch Qty OHL OBR CAWrL CANtR P]>ES Spacing WGMPLY 3-60 5 /12 3 0(l0 0-0 140 0-H 1 24 in 1 11hs 1-4-0 2-2-D -_-' r 14-0 3-6-0 12 I X4 C.17 CJ7A GH 0-0-0 0-0-0 2-2-0 , 14-0 3-6-0 Loading General CSISummary Deflection IJ (loc) Allowed Load 04 BNgCodc FBC2017/ TC: QI0(1-2) VACIL OnLP L/999 (4-5) L/180 TOLL: 20 TF41-2DI4 BC: OD7(5.I) VnIL• OUT, L/999 (4-5) L240 T2C: 7 R¢Mbrimmz: Y. 09(1.5) Cam/WTi• ODI n 2L7999 (1.1) 1L/121 WIT 0 IIOL: 125% C dCHIIY Oh 2L/999 (I-1) 2L/120 Reaction Summary If Tam Er¢Combo Bmw1h Mash RgdBrgVMfi M.P d Ma GwUpa M lBaaw M.1w M.Har¢ 5 Yn(VAT) 1 8n Co Masmy 300n 214bs - -66bs L6bs 159bs 4 mucr�) 1 ISo - 300n 30bs - - - Oh 3 HRob(rms) 1 IS it - Mob 49bs - -55 bs -55 bs Obs Material Summary TC SP(AL9]6.2D13)922x4 BC SP(ALS]62013)(22r4 \1Bss SP(AIS1i2D12)732x4 Loads Summary Bracing Summary TC&ari,_ 3mhalaP.Ssa 63-0,Baind.BV by0b- 13M.6g Shm4rclrrAabsstl000,BaLrdsgnby0ias 1)Th'cvuahasbmid�nlfalcdf�b IOpsllnandrodfivebadpisdmdbad; 21Th'aruahashendap�faMdf�oftndbnd;naav�ugrhhA'f7-IOxirh.-fglringsraddnslnpc IGOmphW:nakEgx�c�Tuh'�.CabL•FF0.Bu3LgLSegayIIQ=IDO�Qaa1B1� U-40Rx4733Ith-15AI-UEWZ—T..;N*amdl b niisdDOL- 160,0= eWdh4fl 3) Wnimmsorae ra¢6aG mnaacrdrmu+riBCTabk1607.1 hasmbmawld Member Forces Summary TabindatmMmbwTQmn(3,m uhlfaq(mazmmpr.fo¢adafamrfmm xaxnlforao TC 1-2 0101 -154bs 2-3 0.082 -46bs BC 45 0074 Obs 'I OD74 159 fx (-28hs) RFbs 2-5 0487 ' 274bs (448M) Truss -to -truss Connections Summary M CarridTms Ce vMTms Carrvn¢OT$ An¢k TT9 )3 CJ7A 3-7-8 45dg Tr 23 C17 547 315ft 2 A C77 547 45drg Notes I)Th'sd�'shasslonA9CE 7-I Ossrdmemtby7re2p 7Fbr`& BuidngCnde 2))SrCkardFbaCRarmh 6alardMicuuladbformBrzbLxkaaplslmagmmpuraaofdi4+o<na�rndmaYaQmmpusdasffiIIL+(F;c-I)xQll DLhamxdarmafrl�9/IP(I. 3)lgrebyonloifamyCgalDO,hashmiappWohepbehaalr rvafuas�aifdbydxTn�MaradaoaapcAl9lfPf1-2002S®nn242 4)T—�mnrn6m'afarg/aph®liraprmdmody Nrarga arodtm9anaalworea rd.IbepoJ&1,D s<hrlraxma" ,&PEfuh nhf.PtCb.&__y. 5)Liadand.pVft-6 sba9 wN(WFRSO,ybadng. ����I l 111I J/lI �P576 -fl STATE OF o N. ' I S-a0-16 46 . .t� ORIO_ Q%' N 70NAL E� \\�\ Jllillll BrianM Bleakly +` Southern Truss Companies, Inc. Truss:331 ,Mmdkkhl� SOUTHEiN 2590 N. king; igmy Proect eB s�6gxt�h TRUS$ : F«tPierce, F34951 Date:21/2018 43842PM cornpoocra CQMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10f1 rrl>� Vers;al: 2016.113 [Bmld ]0] Material Database versio¢ 1564 Span Pitch Qty OHL OHR CANrL CANrR PLIES Spacing WGTIPLY 3-0-0 5 /12 14 b0-0 0-H 140 0(W 3-0-0 1 24 in lolls 12 T • 5� 3 rq 1 x4 l 2I 1x4j CSG B3G 0-0-0 0-0-0 Loading General CSI Summary Deflection LI Qoc) Allowed rmd 04) BBgCadm FBC2DI7/ TC: 0D9(I-2) Vnf7C OhUp L/999 (4-5) 1./180 TCn.: 20 TPI I-2014 BC: O08(4-5) VntS: OhLr L/999 (4-5) L/240 TCOL: 7 R pMbrl.—.. Vs NVb: ODS(2.5) ChIdCHTI" ODI n 2L/999 (1-1) 2L/12D BCIL: 0 TIM: 125% (2m/GiU- 0b 2L/999 (1-1) 2L/120 Reaction Summary Ir Twe B`RGmbo B•RK31A Maehl ROBTVlldh MURma M.G-LbM MaxRla ua M-IJA 5 ifi(1Wq 1 8h Ca ftmnvuy 300h 2044s - .631s k3k 4 FR.1(r—) 1 1.5 - 3 fMa1(r—) 1 ISn - NO251c Mh -2 bs - -21s 306s .1 bs 42 bs -42 hs Material Summary Bracing Summary Tc SP(&905-2013)4224 TCBmdg ShmhdmFUrin163-q%fid�bY0h- BC SP(AL9]i2013)A224 BCBmda< 9imixl«AcisatlO-0-O,ArfidapibyGFias )113x SP(A[97r2012)A32.4 Loads Summary 1)Tljtmtwbmi&qkndf«kdfasdub 100bo"drrdW dplsd3dbads 2)Thb—basbmid*idf«OedrmsofmidAW ;namxdan�.itk9M-I ih(xib n: dimli,pt ICAmphulireCENoa.xC,FuNFx3rad.G<bLiiP �B��YRQ=IDO),QaalBldg Di.4OfL.4733ftb-151(74aEdZnern�,Tiicedwb., id DO[PI,60.CC7meWdh4ft 3)M'nmumgxagmocledignamvdvmW�IBCTebtl(A7.1 hnn bmappld Member Form Summary rabbid cMmdcR�ma:C9nmaamlfoq(rmzmnpcfa¢Lddfee¢fmmmazaxulf« j TC 1-2 OD92 -1266s 2-3 0074 -31 bs BC 45 0076 Ots 5-I 0076 137bs (-24 bs) WEN 2-5 0D76 2386s (-1321x) Truss -to -truss Connections Summary M GmclTn C..YiMT— Ca wMCffrz Awk rf6 BI B3G 4b12 2Adq; TT6 BI M 6412 2Adg TT6 BI B3G 8412 270ft TT6 BI B30 10412 276dm TT6 BI B3G 11-34 2Adg TT6 BI B3G 1334 270ft TT6 BI B3G 15-34 270ft7r6 BI B3G 17.34 270ft TTBI C3G 44).12 90dg 179 BI C3G 6412 90dg Tf9 BI C3G 8412 90dg . TO BI OG 411-4 90d% TT9 BI C3G 11411 90dg TO BI OG 13-11.4 90dm Not= 1)Th'sde$n'¢basai mA�E 7-IOasrdeemib�te1f17FtridaBu3rngCade 2a))Vran�CR.war,d�Fmm7mOmtaaaectr«yg*gaphairadrh«artpnmmaiml«�my ahangc�«i,eol+nn,ncd.dds&�,+ngtna.va4.lYoanpsaazmiem�$p�moTdre'cnlrbo6yfedkpdwTi.�d.sidMb.a®ioudfkmamdmvbcssAp�cm—Aml9opa�/aR�d7aaIp4-2aIXlt�RLSLa®+n(nKnkc24-R21m)cmDonds D.nLmha-y. ,d-�AXF0i 1. 3)Agabymlf.o.Cq-IDohazb-appWbe s>liadaid�l8�mamsb�mM WFR.S Wjkadrg 0 bs P� 769t�- -p STATE OF 74 ORID 11111��11 SouthernTruss Companies, Inc. - - Tom= BA SOUTHERN 2590N.kingsHighway nxsDm* .. f2$ TIROSS Fort Pierce, F134951 Date: 2212018 458:43 PM CO �° �) COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10£ 1 russ Via¢ 2016.113 [Build 101 Material Database version: 1565 Span Pitch Qty OHL GM CANrL CANTR PM Spacing WG FLY 2-60 5112 1 000 00-0 04D-0 040 1 24 in 11 Ra To �l 1 T 2x ?10 r 2-. 12 5F— CJM 0-" Loading General CSI Summary Deflection LJ (loc) Allowed Lmd (ps) BBBCM:: TBC20171 TC: 0.17(1-2) VbtCR On L7939 (3-1) L1180 TCLL 20 TPf I-2014 BC: OD9(3-1) NbrLL• Ob LM (3-1) Ll210 Tom: 7 AepMbrT�+*a• )Es Mb: ODD(1) Tbr4CR Ob 2 BILL: 0 13OL: 125 % GeyFamr,V-20 BCDL: 10 AaLarwi.)M RI - _ (19-4449M Reaction Summary Jr Type Tag" &eVOr Meebi TtgdBgWah MaxBma M-G-W:ft M.V;Mupa M.tw M=F k 1 Pi (VAI)' 1 8n Gx Mavay 3DOn 92 bs - -18bs -18bs 1591s 3 Hwcrnes) 1 ISn - 3DOb 40bs - -16s -1 bs Obs 2 }Hams) 1 ISn - 3D0h 73 bs - .67 tx -64 bs Obs Material Summary TC SP(AMS-2013)623c4 BC SP(ALSDS-2013)b22s4 Wty Sir SP(AL91i2013)422.4 Loads Summary Bracing Summary TC&adrg SbeaFxd ftfeaz6-34BafndagrbyOhes BCBmdg 9rmralorAuGsatlO-0-0,Aarn byOhes 1)Th'e.usshasbmidep�rahedresecb lop iboundxrdfiebadplcdadl>ad; 2)Th'av�shasbmid�aifadndfasda:dbad;naa�d�L9✓;7-IOsdtlx:folx�ngundSnalnprt 160mphui:naRE�ceaeeC,AJS'F+�.GibkFrp&a�Cetgayll(ImIDO).O.vatBaB Dim40ftx47331(h=I5/(N.E, 7dZ eTnw,N*rmdadbmnO. iDa,IAO,OCZ—Wdh4ft 3)W.fm s geam.ba&VileamrdanmiWiTBCTab@I607.1 hasnmbmiappW Member Forces Summary Iebknd�asMm�ILlmaxCS,ma.axblrm�(a�xmmp<.ron=aaer�armamaxaxblro� TC 11-2 0.669 BC11 Oe33 VYhs Truss -to -truss Connections Summary M a.WTmss Qa.O*T= 0-Yi* Tsd Mpk TT8 BA C17A 3-7-8 315dg Notes i)Th'sdagn'sfa�mA5CE7-l0azrdammlbyhe2] 7Ftida&ikLrgCude 2)�6tCReM}hzQtareEimi®tadFoizmaldllvars8x:bivekadplslcaeymmpuavofddlt0ardu:udad Wd,mmpadas4il TL+(Rc- I)xi]D LL'ne®rdanmafiAh97fN I. 3)Agic+frymmolfaarr,Cq=IDO,lasbmiapp4duhepbu6,ealn�masi�vnbaasspm+'myocTn�Marae oacpeA7�9rrA I-a7o2s®m2az 4)Tnsasrwowraiw4fo gmphial'nepmfmmy Na�eadrsumalmru�orrSal6gm�idelgs�hrnmx�aionardup:RdnunhheRamonSrmnay. 5)Lisdwndrgffirmmm b.dmMWFPSOdybsd'rg Pi= 16 -p x STATE OF ONAL 0G\\�\ Southern Truss Companies, Inc. Tmss: J4' 1 2590 N. king3 l-lighway .SOUTHERN NeectName: 114455243 T�� TRU SS Fat Pierce, F134951 Dale: 2/212018 458.44 PM S"Cus— cOMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 Of 1 Tnns Vmicu: 2016313 [Build 10) Material Datali3,se VC1)' m 1565 Span Pitch Qty OHL . 6M CANTL CANTR PL1FS Spacing VIUDPLY 440 5 /12 3 00-0 00-0 1-0-0 00-0 1 24 m 12Ibs 44)-0 14-0 2-M 1� 4-0 4-0-0 12 3 5F 1.41 0 N q O 2X6- 1 , T4 5 1 x4 j L2G 0-M 0-0-0 1� 0 M-0 - - - 4-M Loading General CSI Sunnnary Deflection U (Ioc) Allowed Idd (psf) BUBCnd. FBC20171 Tc: 0.13(2-3) VAM On LIM (4-5) L/I80 TCLL: 20 TP1 I.2014 BC: 008(4-5) VnLL• OhU, L1999 (4-5) L/240 TCDL: 7 MpMbriramm: Y. Rtlt: 0.10(26) Cata/('ITL ODIn 2L/999 (1-I) 2LI20 WIT 0 IIOL: 125% Q dCHU: On 2LI999 (1-1) Y-/120 BCIX 10 Fb7M,• On 3 rbe0fi'—(J=\I =v (13.142-30) (20-03-1390.) (5:1.03 M.) Reaction Summary Ir Type BeCombo BmVa, Mavel TWBraWdit M-P-a M Ga FbTd't M.V*Atw MaxLbBl MaxFbru 5 Fn(%hq I Sit Co Masmy 3DOu n7bs - -716s -71be II 0bs 4 HRol(rt ) I ISn - 3DD'b 41 ft - - - 3 HW(r—) I 15n - 30Dh 65 bs - .67h -67bs 01a Material Summary Bracing Summary TC SPNIIES-2013)n2x4 TCBradt 9-Wp i..tG3AAe d6X bya- BC 5p(AL901,30I3)M2x4 BCBmft 3mhe P.T, s tI0,K%.Tndsb by0f— RBs 5p(.4L9�2012)n2<4 Loads Summary I)Tisn�hazbmidsant(orh�fesdeb IOp96obndwdFeffidpisdad� 2)T7dsntshasbandsaei(afndf�ofudhad;naon�tb:t�tA9E7-IOuhhefobu:wumdfrof:�ut lEOrriphul'maSE�nartC,rvyF�,CabNip,BuiligCatgory0(I'IDO),OmalBt(g D:ns40ftc4733fth-ISRxxrld7anTruaNR.i du�baxtadDOLFIb0,OC2aeWdh4ft 3)M'nmm-ag.f.b d i,e.. —,,;b(BCTabbl6D7.1b. rotbmiappM ' Member Forces Summary Tabb�tsMmSalgmax(3,maxaxblro�(ma=mmp.raQdalra n rmm a.axblra� TC 1-2 Q112 -182hs 2.3 0.133 f,O bs 13C 45 OD31 01>e II 00SI 1766s (-32W RBx 2-5 QI01 3181z (468bs) . Truss -to -truss Connections Summary ID C.IkdT— Q yi*Tn>4 Cam'b¢Ofirs Arm ! �1`1l l I I f 1, a 34 U �-0 z70 -<\CEN& Notes :����� 1)Th'sday�'shvsaloM�E7-IOutdanmlbyfr�7FtirBaBsN gC� \ / � 2)ViCR.MH..CRa•elewu la dhxitcmlddlvasdr kdmdpleimapoxMtu orMkam mdmdmd�p.d%tDd LL+(Ka-I)xDd IX:nat�d—%4iA2,'WM 1. -76 `..I PYC I lJ "1 i 3)Aq.i.y—,bl(amr,Cq-I00,hasbmrapp$lottpbebeaha(; oxkis wbsmgwXWbykTm Mandan MA?G1fR 1-7Al2SaSm242 4)T—b-nivoxmem 6forpaphbilbbprm6.mo* AlarW—fi&sn Io mamnsftalbeptot o�iemaxtmaimatdt�if[�ounnheRman9unnuy. ��a. f g 5)Lmluidup(dttm®alna>imMWFRSGt/ykbdig — 1 - x_1 -p TATE OF S `. 2 23 2P '�16 �C_ORIO_ //�f S/OIVAL /llllll� TYBt�AmpyofA'sd t�albefmndsedottwmurm.ameTlel�ofhcnindalrs�'sbamiondagnabbardtapi•ancesggf+flryheTtu�Mmufaacaidrdrsttp<nfrao>suyardmmp ofhenramadm�forisy'heBrifbg BriaRM. Bkaldy DagrcAsetlmb'sdnuiig:diasa�bt�¢orprof®oralmgr�i(grrsporsWys7 fortcn>$axrtpunudsgt9oun�bearcptgea,dte"Impevamfnfnmaion&Cmasillxa^pagefaraMdual'nfmre¢nAlmmmxpbad,a➢be Sir= g#7WS1 nanufenaeibySmlmn9rotg-TeCmryarrXlrcnaaadarmwirE9i-2762.AIa,v�phsareM�tgGmisitespeirclpbt�e'sfobuelbJa=l$'Mdtitdeaaan l8Qrµyephgor'S✓:I$,wtiidii�tsahghta mnl8�ttgepbt 2590hSKrerSffLidiR Fl3C95 Soudiern Truss Companies, Inc. ThLss= J5 Giiw.�3.1 g SOUTHERN 2590N.kinsHighway Tr= ct hbroe: �$ � -Muss Fart Pierce, F134951 Date.? NIP-018 45&44PM � � COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page. 1 of l Truss 2017.7.1 [BLM2) Material Database vel9oo: W Span Pitch Q(y OHL OHR CANTL CANER PLIES Spacing WGRPLY 5" 5112 3 00-0 0-0-0 140 M-0 1 24 in 17 Is 17 4 0 1 1.4-0 4-2-0 J 5-6-0 5 1 x5 J C,17 CJ7A GJ7 0 0-0 0-0-0 1 4-0 4-2-0 - 1 5-&0 Loading General CST Summary Deflection L! (10c) Allowed I®d (psn W&Codc FBC2017/ TIC: 037(b3) ThsOt: 002n LIM (4-5) L/180 TCLL: 20 TA 1-2014 - BC: 026(SI) \BILL• On 1./999 (4-5) 1.240 TCEL 7 %Pmbrr c )Es Wb: 0.14(2-5) Cem/QTrU 004n 2L/439 (1-1) 2L/121 BCLL 0 ROL: 125% - CaMICHJL nL ON P 2L/999 (I -I) 2I./127 BCCL: 10 H-M mil 3 PheORffiVMXYAngk (15-142-3R) (21-0.4-1901 (5043490) Reaction Summary )T TYM Bmc nbn ftwdh Meenl P4&gRBh Mamma M.C-1w M-V.:dlJpM MmrW M.N.& 5 Pn(WIj 1 Si. Ca M—y 3mh 274 bs - -86b. -86 bs 214bs 4 HW(r-) 1 13n - 3mn 72bs - - - - 3 FIBo4(r-) 1 13is - 3mn Illla - -104bs -104bs Obs Material Summary TC SP(.4L9053113)r-- BC SP(ALSOS-20 3)b22,4 SP(AtSOi2012)A320 Loads Summary Bracing Summary TCBm6(g Sh ftdorAxinsa16-34%i.dsgnby0h- BCBrnng Sh felmBnicm100A%fndeWby0ft m I)Tl,k-bssimsdc�gWfah:drdr.&MlOpdbo d.dLv badpbsdadbad; 2)Th's.uslmlxmdc�sdrahedinaofw:dksd;naamh>mssgs 7-10u/shefo► q: dSmlipe 160mphuBmgExP..,r R.VFid.,(bbEfip,HdGg(il�aynQ-Imj,oaaeBHg 1)ns40fu4733Qh-15Q71x&dZt T gTHrmdv*-Oe.LLYXr I60.00Z-Wdh4fl 3)M"n'mmsas� ¢kcS ona�sdasrxs��sn3CTabkIb07.l h mb-.p{Sd Member Forces Summary bind atxMenbelClmax(9 muaxhlram (maxmnpcfa¢dddr euf rtc xazulrwo0 M I.2 0166 -2626s 2.3 0375 A7 bs BC 4-5 0232 Obs SI 0�5 214 bs (44bs1 T1Bn 2-5 0144 453 bs (•242h) T iss-to-truss Connections Summary TO C.rtislTnm 0m*iRTmss ®nyisgoTZ Amy TTII 25 CI7A 6S7 45d� TTI3 li CJ7 7.104i 315dQ TTt3 25 Crl 7.106 45ft rc-r; I) W.depi,basdaM5CE7-10urtfeamlbyhe207FbrUaBuifngCa& 2)TbsCRa�d}ixzCRaniesa®land M¢mal�sAebGx(ndp4cfmupmngmeuofddYmond,ebdesdb:+d,mmputiasOdl II.+(Kc- I)a WI ICnamdasm.9iAT91rP1 I. 3)AquaymrolGm;Cq-ImhulmsappFdbhepkehealsrS� wlnassp Xdbyl T=Ma.a MAMIrK 1.20225®n7A3 4)T�mn&iwkfr gmpbalimpmrman}f Ahy�Corofic-vuvalcn�undsarh{iosdsto�vthemazfmaunarduplfcsti0unn(eResmn9muray. 5)Liad u:dspHbmdasln9dmMAFRSOdybadB OW < -fl STATE OF 2 C_ORID_P �s��otvA� �/1111110 WI7CEAmpyMdss dmlbdivn'dmDheaexnmwaor Tle afh'sidiKialncs's�loodagna'vbasds�umieiss4pLdbyheTnessMandmasMsdaupmtinmvaq ardmmplas�ofreidmm�sarartibi'IeH,iigg Brian M. Bkaldy L>sgi¢A�Imh'sdmw:(gidmas¢masmorPvf�ormle ilg�sacbiYsoli�'rQienffimripmesds�sfwaSxhemsclagr dfe'7mpubnlUdammmn&Geicalllid'Ingeraraddm¢IidomeimAfmm�phComlbe Sn Ei€tr1605r mwdenvdbySmpan9vg-TeCnrgrmyfrcnarmNa�sxwisESA-2762.A➢mv�rpbease70gazgSudslespe�elplatmecfoUa�bya�lg"ahfi idmann l8gaugepbgn9ClS,ufi'di isdoeahgha®nl8gesgephe 2590MiG H&FtA=R34951 v 0 1 SOUTHERN carpr,entTM TRUSS Trams COMPANIES Ve<aax 20117 [B1l9d 141 Span Pitch Qry 5-8-0 5n2 2 a Southem Truss Companies, Inc 2590 N. kings Highway Fat Pierce, F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax OHL OHR - CANIL CANrR 0-H 040 140 040 5-H-0 44-0 sao T iss: J58 PDoledNarne: 145243 ThnsDesigQer. &r Late: 2212018 4:.%-45 PM Page: 10f ] PLIES Spacing WGT)PLY 1 24 in 20 ram 1.5x3 1 4 1.5x3 1 0-" 0-" 1--0-0 44-0 -- Loading General C51 Summary Deflection L/ (Ioc) Allowed I®d (� H Gw%-• FBC2017/ TC: 038(2-3) Mack 002b LIM (4-5) 1./180 TCLL: 27 TPI I-2014 BC: Q27(S-1) Vt1L• On LIM (4-5) L(140 TQL: 7 R�Mbrinoe�.� Ya Vl�: QI4(b5) QrtWCH l.: ON 2L/640 (I -I) 2L/121 BOLL: 0 IIOL: 125:5 Cae/CHLL• ODlfile 2L/999 �(1-I) 2LA20 BCCL: 10 F—M Oh P.eQTffi(J-\ft*)1 (19-I42-31L) (2144-19Q) (3:I-IZ4. Q) (4:1-123M) (54a3-090.) Reaction Summary E Tv-e Bse(bsdn BmWdh Mash) Rgdit -m AN M-RM.0-17p�dt M.W:dw M.1w M=Fork 5 Fn(Rbq I 8h (brigsMavny 3DOh 274M - 44M -84hs 2171a 4 HRO(Ml) I 8fi G—Mavey 3A)b 168 bs - -104M .1041n - Material Summary TC 8P(AI90S2013IC2i4 HC T(4KG37L3)x+�4 Va6 SP(ALg72012)A32a4 Loads Summary Bracing Summary TC&-dg 3iafialaAvieaz63-0,Aui�dsonbygses. BCB.ft 9ieaheigrH-ivat100.O,A-Fd�byCh-s I)Mfstusshmb-id*df.0—T-ad, 10p%b dodrdbdplsdadba& x)7h'stushasbm�dq�ro-trdr�gfwid hen mmh-^•A49CE7-I0s%ihhefoLN;Vu-rdfgdipt 16omphuYmt;EVavmrRilyHniasACnbbTfp,&]JiScagaYRO-lino -laug a-408z4733$h-158,hbsErdZ—Tnw Nih adadmi.&dDClrIL(1,CCZa Wdh4Q 3)Mn:mmsa-graebad na®Narmw�IBC'rabk1607.1 bumb-appid Member Forces Summary ,eb> ad�Ma-bargmaxcs.mazaYblr-�(m> .rgneeaarenargmm,xa blra� TC 0377 Bc 45 a6M S3 -IOSM 0265 2I1 be 45M) wbs 2-5 0043 451 M (-242 M) 34 (1074 233 bs (.121 hs) Notes: 1)711c6apl cb-d-4SCE 7.ICsse—dbyir.3717Fbid. &aftQ& 2)VACR rWH— CR-rtMedalardMfranblddWi—d F badpLslegsp &- dsdb.,%-pubasW IL+(K-1)xDd DLh. d—ifiARVIM 1. 3)Agiary—olf wCq- IMtwbmappWbhVb.bealsrd nvala—p.Mbyd.T—M-Aw.psAMfM I-2702Sfim242 4)Li,W hWupHhmgiruba-dmMWFRSOdy,b g, N1 SEX P769t /. g * STATE OF f 1 �i 0-�` �%�t _ORI'_ /XX j1sS�ONAL E�G����� lllIIlll\ 18pmgepbe I � Southern Truss Companies, Inc. Toss: BA SOUTHERN 2590 N. lams I3ighway hns�.;' 145243 Carq=evtSol"tioe- TRUSS Fort Pierce; F134951 Date: MOM 4S8:46PM Tnlss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pw: l of l Veniac 2016.113 [Build 10] Material llatahm version: 1565 Span Pitch Qry OHL (JAR CANrL CANrR PILES Spacing WURPLY 440 5 /12 1 000 06-0 000 00-0 1 24 in 1611s 4-" 4-&0 4-6.0 12 2 5F— m7 Cp 3x3 / 2x10 1 T 3 QTA 0-M 0-M 4-" 4-6.0 Loading General CS1Summary Deflection L/ (roc) Allowed Load (ps0 Tot Godm FBC2017/ TC: 041(1.2) V.CIC 005n L/812 (3-1) 1./I80 TCLL: 20 TPr 1.2014 BC: 033(}L• I) V 002h L/999 (3- L240 W TOOL: 7 1tMbrtnomx: )is Nlb; 000(I) FhrzQt Min 2 Bai: 0 PQL: 125% _ Q.;,F�,V -20 BCOL: to PbLOTa (FnD00jc): (ISA.44 nl Reaction Summary Jr Type BrpCombo Br¢Niih M—al PAdBrgWA Max Rae M.G.1w M.V.Wtw MaxFbBt M.Hx¢ I ION, 1 8n Gm-M—y 30167 bs - -43 bs �31a 233 hs 3 13Ro1(rna;) I Ish - 3DOh 791s - -2 bs .2ts oh 2 mucrm) I 15h - 3D0h 1241s - -105ts .1051s Ora Material Summary Bracing Summary TC S9(A1936.2013)t42x4 TCBraft 9-kda P.% ar63 XR kdagnby0bes BC SP(AL972013)A22x4 BCW ig 3xahei PA-110,C)AR fi,&apby0le. NBs Sic SP(AL935-2013)A22x4 Loads Summary I)Th's—h-b-d-b-dfb,h.feadu 10pdbw d,ordF k dpksdsdW& 21Th'sa,�hubm,ds©,elfarhedi'eaofwidlvdinaaozdanrv��49Lt7-10ul1 Wobwg,ardirndivm 16Omfhulimi4Exmie-rF Erix*CubbFip,Boifrgctg YITO- ID0)0:c Mktg 5-40f1x4733f4h-15%NMEsdZa TrmWwadu4brrx.deni0C1PIL0,0CZ—Wdh4ft 3)M'ii—an.&bl &sh- rd—,ihIBCTaFkl6O7.1 hurotbm,appid Member Forces Summary ranbi��Mlgmxxe, axblr�ac( w.r�ader� Win® a<blr� TC 1.2 0414 -1541a BC }t 0325 .212M Nibs Truss -to -truss Connections Summary ID CanidTnas C-yigT— TTIO 35A 07A 65-7 315drg�fi I)Th'sdspf,'sh rolaWSCE7-IOasrdeetniby he�l7FLritl BolfigGAde \ Qj / Z \\� 2)�,at,udFFn.olsreneu,�lardlneo.aldna,r�dea'KmaptafinepmntRx,m,ormwa,amoa�tamdoynw��Fan tL+Oca-gx�ix.hnomd.t�tt+,nF�rtP1 t. � / (((���((g[[��� � 3)Aq,afiymmdfaa,C4m IDmW=1 iappwfhn phehralrssar y,velssazspmfal6yheTnazMarnffinacpcAl3/I•PI I-2002Smmv,242 ` 1 ,�.P� 76r""" //Jjjj �• 4)Tnas••wvsmuminafor@aphial'nap®emmly Aharg�rorahcmun.alcuemund,,ilhepv+dnlb�hema. r®onnaMlrytftdwnnfeAmaon9mnmy. F ) 5)Tsaiw:dtWRhoon,atavdonMNFR50,Fybadng >✓ -,jl l0 _1—=}'--�,� ' 7v- -13 It STORI ATE OF �� : �•23.2ri1�'�� 910NAL �llllllll TDfF�Ampyord,'sd�,9a16efum�db/comrnmmamcTk�gTofhsidxiimlrt�'sMx7mdsgtaabardra�dm,erbs4pidbyheTn�MandaoaendrtTaupm lramaay udmmplv�offx:nfomeimafoA,bglel3u:rir8 BrianUB1ealdy I1si$,cAsalmhisdauigi,d'®¢xmpbrreofpof�ralmg.railgrt�osWiystlyfarhertasoxr�acuda®,daanSalx:mw)agaMfn'Impxar,tldomaeonSCmealFimm^pagforadd'iormlidmramnAForm®rpbazstulbe ytnFrgi(16051 mvudmcadbyStrym,9lrg TeC<m)arrylrcneomdan¢ai,E9t-2762.A1orr,r�phaa,e7D�gun1$le�idphem�'sfoliomlrya`-IS'alvi,iS asn lS�u}gph,or'SH IS',uhiL i,drae;aii{�,emr, l8ppt{p�phe 2590N Fk}thFFe¢F13495 Southern Truss Companies, Inc. Muss: J7 ;•,•,, . • SOUTHERN 2590N. kingsHt�lway ProjedName: Tnlss 145243 dlc -muss Fort Pierce, F134951 Date: 2112018 45$47 PM C4r Twed Sodom- COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: Tn1ss Nbsio¢ 2017.7.1 [Bwld 2] Maferial I3atabasa gym: 1565 Span Pitch Q(v OHL OHR CANrL CANrR PLIES Spacing WGI/PLY 7-6-0 5 /12 12 0-H 0()0 1-" 040 1 24 in 22Ihs 7-0-0 - 6-2-0 F 7.5-0 - - 5 ,x51 ABGL 0-0-0 1 4 0 E2-0 0-M 1-0�0 7-& 0 Loading General CSI Summary Deflection L/ (loc) Allowed Goad (pd) B))gC.&: FBC20171 TC: a72(2-3) 1MC(C QW, L/5W (4-5) L/180 TCIL: 20 TPI 1.2014 Bc: 0.49(5-1) \MIL- 004h L/M (4.5) L240 TCC(-: 7 RgpMBrlmmz: ks NM: 020(2-5) 0.o/CIiTL• Q12nlP 2I./701 (I-1) 220 BC(L: 0 DOL: 125 :6 CLtIC i[L- OQrhrP 2L/495 (I-1) 2L/120 BCCL: 10 Hnck 005h 3 Pb.wwj¢).'YM�k_ (13-142-3A) (1:1-03-1390.) (50*34= Reaction Summary 1f Tv BmGvnbo Bmymh M—W P4ftWdh M.Rme M.CxavW M.V. WLbbI M.tjpM M.Hx¢ 5 Pn(%o 1 , 8h C—M.M 3D)h 345bs - -10811 -I08bs 250bs 4 HRol(rn ) 1 Ish - IOU 1126s - - - - 3 HR.I(rnas) I - Ish - 3D0n 169 bs - .151 bs -151 bs Obs Material Summary Tc SP(A1906-2013)4220 BC 9'(AL972013)622x4 vas 9'(MM6-2012)A3214 Loads Summary Bracing Summary Tm.&N 9n W.P.Szw6.3A%T-d0rbych- BC&euV-- 9mfnimAxisat100QBx5-d*,by04n I)Tt�snEshazbmidajalforfedras bIOpolmndaO bdlisdsdlnd; 2)Th'e,phut�daQmtforl�edrasafw:dkadsha®darixuhi9�7-10WhWb134s addnnti¢t160nq�hol:naGE+�o.aveC,TulyBi�SnlCvbbHp,H�dTggCe,gayR(ImI.W),O�aalBFia; ,S,.40fb.4733f4h-156,hbEndZm Trus%N:&&"%mbmn 3niDap ID0,OCZ=Wdh4Q 3)Wnir—n gn,cb.fti,.mrda—WiE3CTabh1607.1 h—h—ppFd Member Forces Summary Cbe dasManbafgmaxG4,maxaxdraa (� mmncro�dddrm>aremmuaxdroa� TC I-2 0281 -3491s 2-3 a721 -127Is 13C 4s 0.448 Ok 5.1 0.486 2506s 09bs) Webs 12.5 0.196 617bs (-369bd Truss -to -truss Connections Summary 1D (�-idTns CSmYMT— C�misOTa An* Tr6 n ASM 11.E-12 270deg 776 37 ASGL 13d12 270dig Tr6 n AKL 15d12 270deg Tr6 n AKL 17.E-12 270d¢ TT6 n ASGL 196.12 270dee TT6 r/ ASGL 2140 270dq; TT6 37 AKL 22-5-4 270dt TT6 n ASM 24-5.4 270d,9 TT6 n ASGL 265d 270 ft TT6 n Aga 28-54 270dg 7T6 n ASa 30-5-4 270dq; TT6 r) AS(L 32-5-4 27OdT, 776 n AKL 34-5-4 270 ft Notes i)Thedsgn'sk+sdovlSCE7-l0az,dee ,>ibyhe2Q7FtridaBu3]hgCod: 2)VnCRandFipzCRa�Nrndsla�dlu¢maldilsfasdu:bFekadpisimepmrt�pa�avorddhtim�ebbsdlnQmmpusiasDW LL+(Iia-I)xBll LL'nam&saS�hAT�41rA I. 3)Aq-ryo,.Idf. r,Cq-ID%I"b-appi,ibkpbeheahm.nmd!*-b swffalbyt rT mMa 6—wAl9RW I-ZMS1:o12A2. 4)Tnswuamasmn'sf gmplimlio3pmrcnonty Maggeoroicsvoxxla.v�nSelbepurdeioo8krtnxm3munds�rfLdoanhkRmcm9maney. 5)LeW-M.p hmoirshvai.MWFRSab,Wft P1= 769 STATE OF sS7ONAL E�G \\\ f//II111� 18g.vgphG,W.'W lSga,¢pbe Brian M. Blealdy Soudiam Truss Companies, Inc. Tniss: RA • 't4 SOUTHERN 2590 N. kin ' I-L wa Y NectName: Tnjss 1452-B dhc TRII S5 Fart Pierce, F1 3495 1 Date: 2212018 4:58:47 PM Compaoa>t sollmalg- CGMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of I T„iss MnsaL 2016.113 [Bw7d 101 Material Database versim 1565 Span Pitch Q(y OHL OHR CANTL CANTR PLIES Spacing WGT/PLY 6450 5/12 3 000 0-0-0 040 0-00 1 24in 221hs 6-6-0 6-e-0 2x ABGL 0-0-0 6-6-0 6-6-0 Q-0-0 Loading General M Summary Deflection L/ (loc) Allowed L.d (pal) BBgCadc FBC20171 Tr: 077(1-2) NMM 023n U296 (3-1) L/180 TOIL: 20 TP11-2014 BC: 056(3-1) VALL• o08u L7830 (3-1) L7240 TCCL: 7 RgpMbrlavmm: Nb �: OX(I) HrzOR: Mil GS. B: 0 DOL: 125 % C pFuv,Fa-2D &II-: 10 BaeOOOas(]n<RY/vml: (13-46190) Reaction Summary I Pn(%l ' 1 8n Gm Macmy IOU 243 ba - -671s •67Dt 3 HRW(r—) 1 ISn - 3DOn 116b, - - - 2 HRW(rrm) I ISn - Mob Mb8 - -1493a -149fa Material Summary Bracing Summary TC SP(AL9]i2013)ff!2z4 TC&aShohalQRapraesb3-0,ilmd by0.ha: dg: BC SP(AL9C62013)f122z4 BCB®dt ShmlWa h —11041AM,dejnby0hn )MbS SKr SP(ALS0L2013)A22z4 Loads Summary I)Ttc. abasb-dsg.dfwfpditdMIOpdbc do,ii.badpbsd®d(Dds 2)Th'a�usbaslmid�dfQl,edf�ofv:dhad;na®rdari¢,Ni19CE7-IOu+ifrfdr igurd�mlitz[ 160mphuli t;Ev-.eC,FuyFi�dosAOnbL-Hp,Baf,,gCatgvytl((-IDO),O. IB/ug Di.40ftz4733th-15AI,h dZ—TmgNNceda&m6&,dtYXrl(D.007meWdh4f, 3)M'nnoansasg.&b6 h ..�b.—ifil CTab1:1607.1 hasnosh-appTd Member Forces Summary ,ateM%ma=cs,aaxblfoa�(.fa��mT�a6a na axa,� r� IC 1? 0.771 -390bs BC 3.1 03% -313 hs W. Truss -to -truss Connections Summary ID C idT= C-,iATm Qnvi®0Ta Amb 7T5 37.4 A8G. 7d12 270dg 7T5 DA A3(L 9.&L 270dg Notes 1)7hcdtn'akvm3oaA9CE7-10nicruam3byde2117Fb idaBuif gCn& 2)3hsCRandlb.atRf-.f laMhoscomlddlmad oh.Wdpk.*..WaMp mdMIzin&=dmdbd.=psd%DilFL+(Ka- ATSUfA I. 3)Aq-Tw�lfamyCq=1-2D]25ssm242- 4)Tnrabai65mswimi;for@aphislriDpminmly NengcsraM�unnalco'm�idDl6epwtlelDa'sicrtez(avcmaiftpWuh hf.PR abngmnay. S)IsldwidupfltimaiYabad mM WFRSQdyladrig oft Obs P5 7fi ` X � STATE OF i 1 � � � � • 73•�(t3' yr //Z.iVAL //1111E�G����\ 111 BrianMBkakly f s,a&gm60s1 l M)G�HehH16¢Fl34 Southern Truss Companies, Inc. Thiss: Ll � Goy .�ii SOUTHEiN 2590 NkngNgbway 145243 > dbc ssDmigCmToacdSohifio Fat Pierce, F134951 Dater 2212018 4:%-48PM COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pam: 10f 1 is Tnns Nbsifln:2016113 [Bold 10] Material Databm ver90u: M Span Pitch Qry OBL OHR CAN7L CANCR PILES Spacing WGT/PLY 12130 5 /12 2 04D0 0 H W 1.00 1 24 in 44Is 12-" - 5-0-0 5-0-0 5-0-0 12-M 4x5- 2 12 12 �5 N g2x10 I 200 3x4 - 3x4 - 3 1 T4 1x4 0.0.0 0-M 1.0-0 5-0.0 5-M 1-0-0 6-0-0 11-0-0- Loading General (SI Summary Deflection L/ (loc) Allowed rxsd 0d) EI%Godc FBC20171 TC: 058(2.3) 11n(3L OD9h L1999 (4-1) L1180 TILL 20 THI-2014 BC: D43(4-1) VALI OD4n L1999 (4-1) L240 TCOL: 7 P pMb,'n Y. xmb: DI I (2-q TbaaL ODI h 3 Bat: 0 nOL: 125 % 0.pFam V -2D BC.L: 10 Pht09'ffi(fieri'e�l: (15-142.3D1 2D03-13D1 (33-142-3D) (4D43,-M) Reaction Summary Jr Twe Bmco ba BmV)dh M.11W RIA&gWdh M.P— M.G-tIm M.Wml)aHl M rufft Mmlax¢ 1 rh(Pbq' 1 8n cm=maavay 300h 469k - -1996s -199ts -371s 3 Hw(%I) 1 Sh CarrrsM—y. 3DOh 4691s - -199bs -1991s Obs Material Summary Bracing Summary TC - SP(ALS05-2013)t22x4 TC&adt 3imklar%i..6-3-AR.T ds'Ptry0hn BC SP(ALMS2013)422x4 BCBm.V S-hJs Ae-=7.641,Aarndspby0h s lobs SP(AL9C&2Dl2MR32x4 Loads Summary 1)Tb-amhasbmsdegadfvf—Tmdeo 10p46oK.dvdFstedplad®d had; 2)71�ansahasbmrdagd(ukdr�ofw:d6ad;na®dasmslt4�E7- IOwhkfolx igsradfad:pt 160mphuMnaS&�Os.eC,AsyErd>�GsbtiHq,Buifi{gCa�gayR Q=IN),QealBtlg s r i.Ofts47331(h-15ftl3xFndZa Tnt% i hrerdwd)mnadadDQP160,OC7x xWdds4IL 3)M'n'mmsr�¢tndngnamxdarimsi�rBCTabk160J.1 hasrothmiappid Member Forces Summary ,abe'ndi2=Manbal4m=C9.w axiL,foro%(maxayw.f�d&Tamfnm axhlfbrcO TC I.2 0577 -812 is 2-3 0--812bs BC 3-4 0.434 711 bs (-5891a) 4-1 0.434 711b, -5Wba1 vas 124 0.106 2Q is (-331s) I. Notes I)Th'ad,�,abasdmASCH7-IOasidaem76,k107%il, U.,,Qde 2)VACRarclH=CR..kwrelardho iz r ldilvosduelak�bsdp$.tw pmapo—.fdA i daendasdbn(%—p W.D!fl nh(Kc- 1. 1 t 3)Aq.T,ywmlf—,Cq-lDO,hasbemeppL,iol.pbehealramn¢d ,, dir ug..rdbykTmsMa.%a p.ANS[IM 1-2X2Savm242 4)rsdwidt�rfi�mxshmlmMWHLSGsykodr� � ,v V` EN �\� -13 STATE OF `. 2 7S SS/ONAL EG\\\\ �11111111 15117�Mgyofb'sds�shal6efimBnlofinem'aemmaar.Tlydv�ofh's1d'nddralnm's�1m aneerdr�imre�tappidb�kTnssMar.CencardrdssrpanEramcaq ud �ofknf corskifibykBuli'� BrianU Bkaldy I]s�iaAsnlm hcdiaw:gidiaeamparr¢ofryof®rolagimigrt�oraliymli�farkms;mmlurrtd�dow�5xkmsepa8rardk^lmpuw¢hd'mmum&.GncslNa^rypFfAradSaminfamaeonAlmns�rpls�9olbe S. Bg&#76051 masodamdbySnpmiSlag-Te(hrrgarg{rrcna®rdarcw�E4t-2762.A1mm�pbaarc7D( uygunLak�mfdphtmdatoUadb�re=18'MEri,dm�san l8pugepbearSClS,whd,:dnaahj emirsl8�s�spt+e Z59px)G�}Vd<RPI—n34951 • ' ,- ' Southem Truss Companies, Inc. Tniss: L2G SOUTHERN 2590 N. king;,Ffighway T DmProject6-per- 145243 TRUSS FQtP1efCP� FI 3�r951 late12018 45849PM CQLIPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pag:= TnnS Ica 2016113 [Buld 10) Material Database vertu : 1565 Span Pilch Qry OHL OHR CANI•L CANrR PLIES Spacing WGTIPLY 12-H 5 /12 1 000 ON 140 140 1 12 in 50 Iks 4-0-0 44)-0 4-M 4-0-0 8-0-0 12-M 4x5 - 4x6 - 31 0-0-0 1-O-0 3-M 4-0-0 0-0-0 3-" • 1-0-0 4-M B-0-0 11.3-0 12-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Imd (p) Bagcodc VW20171 TC: 0.40(34) VACR OXh L/999 (SA L/180 TQ.L: 20 TA 1.2014 BC: 022(4-5) VAU- o02n L/999 (5� Ln40 TC[L: 7 RepMbrlmms, hb Wb: OD6" HY<QL' ODI h 4 BQL: 0 DOL: 125% Oapraar,Y-20 B2f-: 10 AaaO(t�pra74Y _ _ (13-142-3A) (2043-80.) C3:1-12-1 M (43-142-3D.) (5:1-123-M) (63.83-80) Reaction Summary 7r Type BaCbmbO Bre1Wh WOW RgdBrgVIih MaxR d M.Gavlbi8 M.V.MLb50 M.W 1 1'n()Wlj I Bh C—Ma—y Mob 360bs - -227Fs -2271s 4 HRol(ahl) 1 ab (br—maaay 3m2 3611s 22s1s 228 ba Material Summary Bracing Summary TC SP(ALSO52013)/22x4 TC&adg: 9.Nd rAaisg,&3AP.T dagnbi0h- BC Sp(A3342013)R22x4 BrBadr .3m1nigrPA=6-Kftf d .�nbycd- 1kss 514p(AL9052012)937.4 Loads Summary I)Thsnmhesbaadssdfb,f—Ts&.b IOpTbo 6vdMWpbsdsdbsds 2)Th'ssusshuhmidag�foriedi'�oCw:d6sdsnaaodaimi�49CE7-IOnhfiefaUw:,gscadfrd:p¢ 160nryhulir¢KE�cvreC,Fuy&�ia�Cnbl•Fip,&ilfig(�tgayRQ=IDOJ,O+aaEBlip 27ms400n4733Qh=ISfLNXF dZ—Tns�N3icedw,6-.desiDOL Ib0,CCZ—Wdh4h 3) W,f—saagssctndg8negnrdu.,,i iTBCTehr1607.1 hasngtb-.rp;d Load Case L rI: Std Uwe Load Point Loads M.*a Iumon Baia. Load ilbykh TopCld 44-0 Drn 20bs BuChd 440 u, 15bs Toped 4412 lbws 421s 24n BuCd 4412 Lb 2bs 24h TopOid 60-12 13 a 42bs 20 BotO,d &0-12 Ib 2bs 24h TopChd 7-II-4D—b 42bs 24h BMQd 7-I1.4 >b 2bs 24h Toped 840 Tban 20 bs BatChd 80-0 Lb 15bs Load Case DI: StdDead Load Point LoA; Mtmbe L mon Di. Imd Ttbykh TgpChd 4" lb Obs BaC d 4" D— 4bs Tgpod 40-12 D— 141s 24h BmC d 4412 Ibnn 201s 24h TgpOd &0- 2 D— 146s 24b BaQd 6412 Ausn 20bs 24h T.PCM 7-114 D— 14bs 24h BaQd 7-II-0 n— 20bs 24n TgpOd 840 Ib Obs BaC d 840 Dan bbs Member Forces Summary Tabl idme Ma d cigm aC9,r �axhlro q(rtmaxrp rg ¢'rffdreaafianmaxa:hifg a) TC 1.1-2 0396 8941s (-756W12-3 0397 9571s- (-701W 3-4 0.400 8966s (-758 bs)I Obs 2x101 1,nl7Mampyrofhsd.jpf,nnfanemib+cosio— r.ThedmbykTMMnwaaQamrtslgml—mybyt.WU g BrianM Bleakly I).®rAsmlm hsd—igFdnesempnrmofpof®ormttngimilgtepasbk9*fgrt.—=pomd.�;doaaSadr ps g-dhe^Impa IK—ion&C—all-be "faad6b.1hfa�Al—pbad lbe Sna C76051 —ffamdbySmp-S.V**r.C..aWlanaorrdar—%,hFSR-2762.Alg pbaam2Dgauppsmut*Veffdphesi?Afobuaibya"iruhd%nTomanl8gasgepbga'SCIS,,daiTo ahigj—b.18pwphe 2%DIyI;wVkaLgpmA34951 CaalpooeDt Solu imsTm Tnss Nbsim 2016113 (Btnld 10) MaterialDatalr %wsim 1565 Span Pitch 1240 5 /12 Southern Tm% C=p=jes, b3r- SOUTHERN 2590 N. kind Nlghway TRIJsS Fat PiercF, F134951 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Q:y OHL OHR CAh7L CANTR 1 000 010-0 1-" W 5-6 0216 -784bS 6-1 0212 -7891a Win 12-6 0.062 153rn 3.6 0025 -651a 3-5 0053 IS4 bs Truss -to -truss Connections Summary ID Ca.WT— C.Ili*T— chmngOTm M¢r TT'I 04 Lm 4." 315dg TT2 A L20 4- 2 270dg 7r2 34 L2G &0- 2 270dg 7n 34 L20 7.11-4 270dg Tfl C34 L20 g60 225dg Notes I)Th'sdagn'sh+sNu✓SCE 7-IOasrdae�by IY?o17Flxi1a13a7dneG�de 2j�Otandti�cQ4a�ei�eva6alardMvnold�ouQ):biue6adP���Rm'^Ps'�dddlmonduendnahadmm�asD:il LL+(Ka-1)rCdl Lli�a�danmii�AlS/fA I. 3)Agiarryaaimlfam,Cq-IDO,hasbmiatgLdofep6tl�valn�e�d�Ival�aas ul6yhehusMamdznccpaAT3/1'PI 1-7002Sin242 4)Awilradegreudraiegeopaeupald�lg, S)UWd Wglfinadmsb-di MWFRSO*bl &g Tmss: I9G ProjedNarne: 1452E TrusDesigleer. dhc Date: 2(212018 4:5&49PM Page: 2 of 2 P1m Spacing WGT/PIY 1 12m 5016s —fl ; STATE OF f ` 1 . 232r�1�'4 � 46, ZZ /0NAL E G\\\\ /llllll� mq k� 2r� Brian M Blealdy �/ Southern Truss Companies Inc- Tmss: MV2 2590 N. kin Ili� v�� Pr4edNm ae: 145243 SOUTHERN � I TnssDeapuer: dhc CarTwemSohlfioos- TRUSS ForPierce,F13495I Dafe: M12018 4M-MPM Tres CGMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 hem= 2016.113 [Bold lo] Material Databose max 1564 Span Pitch Qty OHL OHR CANrL CAWrR PAPS Spacing War/PLY 2-&0 5/12 2 aa-0 am aao am 1 24in 51bs a0.0 2-M 2-aa 12 s� 2 4 0 0 1 2x4xx / 1 0-(1.0 0-0-0 2-M r 2.0-0 Loading General CS[Summary Deflection L/ (loc) Allowed Load (pd) Ritcotsm FBC2017/ TC: 022(I-2) VAM On L/999 L/180 TC L: 20 TH I-2014 13C: 014(i1) 1bILL- On L/999 L/240 TQ.L: 7 R�Mbrt— 1-s tl&: ODD(I) H=M On BC L: 0- DQL: 125% 6epFkao; —2.0 BML: 10 lbeoff�a.xLbtxk (1:1415}an ) Reaction Summary Jf Twe Br OC ft &pV.I t Mxebl. M.Rma AeRma M.C—ti'm Maxlwtw Maxw M Hid 3 Can4.nus 1 24 n Ca Masrry 171 is 91 pV -15 Ls -68Is -68 bs 131 Is Material Summary Bracing Summary TC SP(AL972112)#32s4 TC&ang 3mM7o-tLSsas63-0,tluLtdq'�jtby0tm BC SA(ALSQL2112)A32x4 BCarsaz 9.ddvAchan&34X%.ihda'®tby0h- vAbs Loads Summary 1)Th'snsahas6mtd�tdfalxdieSAnb IOpslboomdtordFekadplsdadbad; 2)Tfi'sn�hasbmtd�talfarfedi�ofaid�namdartms4s49�7-IOs�'thfo(mitgscYdilniFp,i[ 160mphd'mapEry�saeC,FulyEdml,CubNF�a&i2dng@egtryR(I°iD3),OwalBtlg . ri-401hs4733flbo154EMZ—TngN dw.d.6-6lcdDOL-160,LLZorcWdh4R Member Forces Summary 7abkidcssMmbalgmax(9,max�blrxQ(�mmp.ra�dr�rommaa.blr� TC 1.2 0216 -112 bs BC }I 0137 I21 >s (SSbsl Notes: 1)Thbdeep aba�WaMSCE7-10astdacmlbyh217F4ridaaff.&Co& 2)VACRardH=CR=itnadalar hmimmiddhi t debkt adplsfm.Smrtponsaofddkfm =dadb,4—pmlaslkll LL+(Ka.I)xDd tLisa�mrda,-,,hAT,V 1. 3)Gabk.*6.. tmnbnsb—dvdb.6,& . 4)AgtafrymmdfamyCq=IDQhasbmtappidbfrpbeherel tyd�twFscas�ail'bl6yfnTttasMamd'amcpaN51RA 1-202s f-741 5)Ii.dwidsgBlrmtiotsbasdmMWFRSQdybadrtg•-�_RL �-p STATE OF %I- ORI'_ ANL WI1�Ampy�ofhsd®gtdnlbefianefnSbteetnmtanar.TlwflfsidivhalruesbavdmLSgttriibardre�trntm6sppidbydteTnssMandaacandtdasggnMamaaq udmmplateofheitfartamssi(afitryleBuiLg Brian M.B Da�tcAsslmhcdaen8����rP� im€^®*6 Y'fuMstsmrtTunud�t9tvanS¢hemvcpegrardic"Impnb2ldnmad'n&CmcalNasp faraddmbliNmrounAlanmrpb¢dtalbe SnnE%97601 mamdemeSbySm(mt9vgTeCm ircna®tdanxaisESR-2762.Almrttmrp6tsete2lpptyj-smksit (ciphemesfob-eIby.=Ir tihiffi aS;Wt3th fi ft hgb ,ib, 18p ugepbe �g0x}frc,,s} A fl3C951 • `±±�s� Southern Truss Companies, Inc- Muss: MV4Prgedt`me: �'` G s: � .SOUTHERN 2590 N. kings lTig%way 145243 TnssDei�. &,e TRUS§ Fort Pierce, F134951 Dare: 21212018 458MPM SoldougTM Tnss CGMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pa.--: 1 of l Versi=2016113 [Bmld 10] Material Database version 1564 Span Pitch Qty OBL ORR CANrL CANIR PILES Spacul; WOT/PLY 40-0 5 /12 2 00-0 00-0 00-0 ON 1 24 ia 121ks 4-0-0 4-M - 44)-0 1.9C31 2 12 5F 4 m 2x4 / Li 3 1.5x31 0-0-0 0-0-0 4-0-0 4-0-0 Loading General CSI Summary Deflection L/ Qoc) Allowed Load (pd) fto3dc IBC20171 7C: 035(1-2) Unat Oh L/999 L1180 TQL: 20 TPI I-2014 BC: 0.15(31) \h1LL• On LIM L240 TCCL: 7 Ppmbrinomx: lb Wb: a41(b3) Hx at Oh 3 &SL: 0 ML: 12556 0.p aao,)V-2D B03-: 10 PhepTM(21aXEM2): (1:Ih153-M) (2:1-12A-M) f3:1-123-a9M Reaction Summary 2r 141- BmCambo ftwid, Mat hl Mullein AePm Maa(bavw MazRMLbBt MuLbe M.Itliz I Cmi-ia 1 48h C—Mamay MShs 78p1r - -72 bs .72bs 256bs Material Summary Bracing Summary 7C SP(ALSOS-2012)I32c4 TCBradg 9mhoia P i .6-3Aplciid nby0k— BC SP(AL9]L2DI2)02c4 BCB-ft- Shml�darP-w63ARarnde�,,by0h- Win SP(AL9ni20n.h32K4 Loads Summary 1)11cs.haab-ds�alfat—TfsdeblOp4bo d.dMbd dpbsdadbed; 2)Th'an�akuhandaigt�farEedfeSofwidtbQshamdarim�iu�"!- IOwht¢fa►��v�guscdinn1iQ2160mp1ui:naa,E�¢weC,FWyFndaaf,CnbL-HgBuii�gCagroryRp=IDO),Osa1Bb� Dh.40fo.4739ifh-154E,dZ—Tn=N&..Al,dimm3adDOL,160,CCZm Wdh4@ Member Forces Summary 7hbt:*,,r.e;Meabeig.mis,—.ix ifom(—. aW.f= difre.d— .ilfar.) IC 1_2 0-110 _Iixhs BC 3-1 a146 Ixl6s (-Eitzl Rtls 2-3 0.410 239hs (-80bs) Not= I)Th$ds8a'shnalmA5CE7-IOesrdavmibyfelD7FtritaID3f gC� 2)�btQta�d}b2Cltaisfeuc®Iandl�onaldlltivsauebhe18ap1atm�mrt�neaorddbmndmdredbadamW�dasIIfl lL+(I:u. gallfl C(.haaa�ffi�ms1�AT9/f N 1. 3)Csb�ubamoiansbommdodhmmg 4)Agwfiymvdfamr,Cq-ljntashmiappWo epbebealn vabs q-iridbyieT=Manufaam MANSEIM 1-=Satim242 5)Ladwbdsgt6frnaaasba�anM9VRLS�dybndng . I I I Ij1 j/ h�� N1 • a<�///jf �\GENS�\\`�/� P5 16 ;' -O STATE OF 0.c� ORIV�• S/ONAL E�G���N �1111111� N017CEAmpyo(Ot'sdsgndtalbcfimRdbleamonarpamr.The�iofh'e'�rvdeln>$'sbzdmdna'vuaidmryim�m6sSgbalbyheTmaMandadceMrdaapcnbramaag4 a�dmriplv�ofheidame�nfofibyfrcHuif� BrianM.Blealdj' L�g�Asmlmh'sdaw418h�� ^ Pd�1m8�*e i'forlensmnpuieddaagidpwi5elrmscpa@adhe"Impuerslydam¢cnSCa�mlbba pagefvaddrtrmliifammuv�Almv�ph�doibe S=ft#760S1 nc�msfmadbySn7mn9ar�Te�rt llmha ia:w�ESFt-2762.AImo�pbsart7DPp�mL-slr.�Caifelpbesaeefobwdb/e'-18"Widii iidasan 18p,@:pbSar5k l8;wlidhhdntsalightrmsl8ppigepbe 7590N34951 Southern Truss Companies, Inc. I Tins: MLV6 2590N.kin Hi wa Pr4ectlT�ame: 1452$ °c+s Y Tess db: SOUTHERN 1 C4mpo17eotSotutiasTROss Fcrt Pierce, F134951 Dare: 2II=8 4�851 PM Truss TM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Par.: 1 of 1 Nbrsion:2016.113 [Build 10] Iviate ial Database version: 1564 SPae Pitch Qty OHL OHIt CANTL CAT I R PLUS Spacing WGf/PLY 640 5 /12 2 00-0 040 0()0 0-0-0 1 24 m 19lbs 6-" 1 sx3 � 2 12 5F 9 N 2z4 / 1 3 1.5x3 l 0-0d3 0-M 6-0-0 6-" Loading General CR Summary Deflection L/ (1or,) Allowed Load (0) BBgcade: PBC2017/ TC: 055(1.2) vnot on L7999 L/183 , TCLL: 20 THI-2114 BC: 039(ll) vnU_1 OUP L/999 LR40 TcEr : 7 P Pmbam . I& Vb: 069(2-3) RMCRI On 3 BOLL: 0 DOL: 125% CmPFamyKu=20 BCOL: 10 PmeOTf (JMXYA,9k (1:14153-822) 21-1244001 (3.1-1235M Reaction Summary 3f Type HRC—bO B•Rwdh Maeiil Bgd&RNidh M.PT M.cl-lw M.WdU t( M.Lipm MnzHYu 3 77801(ml) I 72•n C—M—.y uk0 178bs - -77bs -776s Obs I Tfi(Vdq I 72n C—M—Y uia 266bs - -611s .61 bs 193b Material Summary Bracing Summary TC SPOL9352012)020 TCBmft ShmhdorAaGsa16-34),Aa(ndagnby(kcs BC SP(ALS1Y,211I2)iB214 BCBrft S1-M� Raisa163AR05iddc�nnby0h- VOfs SP(A SOS-20I2)A3N4 Loads Summary I)Th'snu$hasbendsmedf0rhdfaadueb 10)cib0orndndbeindpladadbads 2)Th'a.usbasbmid�dfahed(�ofwid hadsn>�•+�'•a�7•IOw'ti hfobwng¢add digs 169mphulirekEgaa.eC,FulyFniz�CsbL•fi�i,BuiT�gQegayB(I=ID3),Qua7Bkag Dir 40n:4733$b=15(tNaE dZ—Tnls,T•g.i dl bor ti DCL-I.60.CCZm Wdh4ft Member Forces Summary Tabbid a�MmhelgmazC4,msaxiilfwo (muamtrfa xEddfavglrtmma:a*blia¢j TC 1.2 0546 -92bs 13C 3-1 0390 =71 bs VObs 2-3 0691 2291s (-127bs) Notes I,Tbcdep'sbaad--SCE 740. rdemadbyh707AxidsBBfngCOde 2)Vh1CItnM73rcOia�efrsvnale'dharsamlddh'asdnbFebeaPlahg�mmpcneuafddlmmdtmdadte$ganp.�nsffiI II.+(Kc_ 1)xufl LL•naoadan¢wfiAl.9lfT71. 3)AgimYymm0lfam,Cq=IDJ,FasbmiappLdohpbeheal��wbaasspmtul6yheT�usMendamapo•AT-HIfA 1.20025®n242 �,,` � � � I r J// 4)ImiwndupBlimsRabasdmMWFR90n1ylnQ.g Nl _ BL ENSF�����i . �—o STATE OF _�•7321-1&, �i 0�` -4 ORiD ., SSIONAL �lllil111 bDI7�Ampyofd�'sd:sgndtalhefwn'sMlohevarnm�radr.7lrA�dhn'.dviialns:'sba�mdsmauuOndmTirvm�6s byhTnssMuufannsudrtLsupm heamvaq vd0mptvRgofheMmminmfuil6yhBuiGrg Brianhi B1 11ag�cAsetlmh'admwigidmsa�ofpd�nr0lag.mi�grtapusbiy®Hyfarhnuxongveud�lAganSe�emle{ogandh^Impag�¢inf0mmrimltCanalWa ppgefandd'�nal nfommimAlmr�rpbesdml6e eO4 n¢mdeovdbySm)an�ug Tdm��9drcnaotidalmahE9L2762.AloruRmrpbesare20givgGwl�heidphetive'af0baalbyn-18"whrh idra6an IBgaugephkorStl IS,wfiib iidmtanhghnam 18e 759(ITI1Gm}EhR 1134 0 Southern Truss Companies, Inc. Truss: V4 -� P,j=Na= 145 $ �+� 1Le:�3r;d SOUTHERN 2590 N. kings Highway i Fort Pierce, F134951 Dale: 202018 4�Z PM Solutions- COMPANIES -(800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 of 1 Trrtss Nbria7: 2016113 [Build 10) Material Database wzsim 1565 Span Pitch Q(y OHL OHR CANCL CANER PLIES Spacing WGRPLY 400 5 /12 1 040-0 0-0-0 000 0-0A 1 24 in 101hs 2-M 2-0-0 2-M 4-0-0 i i 4x4 - 2 0-M 0-0-0 4-0-0 Loading General CSI Summary 4-0-0 Deflection L/ (loc) Allowed Lund Crd) Bitcadc FBC2017I TC: 020(1-2) V.M, oil L/M LIIBO TCLL: 20 TA I-2014 BC: 0.14(il) VA L ob LIM L240 TCCL: 7 RepMb-r Vs va: 00)(1) 7ixcCR Oh 3 BC[L: 0 IIOL: 125% G�+Fi .K, -20 BCOL: 10 Bae00'.sas(InC\1zA,Kek (1:1-0.1534M) (2003-130) (3:14),I53422) Reaction Summary 2r Type WgG-W BtRwdh M.t&I Ma Rm¢ MR— M.G-LIM M.VkdlbBi M.upa M.1baz I C k—is 1 48h Ca—M--" 156bs 78pr - -06bs -66 bs 12Fs Material Summary Bracing Summary TC SP(M-9352012)p32x4 TcBmav shmhda•%.R..t100AR r dsvbyU— BC 8P(930S2012 M20 BcBmug 3imtrdaPcisat63-0,AuGsd nbyOhus VEX Loads Summary I)Thcnsshasbaud nadrprf—Td.bl0pdbp d.AW.bsdpbsdmdbad, 21Th'ansstosbmid�elrorledfeEofnidkadnnaoff&na i14�7-1ou'tderdmnSu3rdiul ip,a 160mphul:naCEv n r,"EidmAGsbbFFp,Buift0GMn r[Q-ljno.aa]Bkt U-401is4733Rh-154F.d7a Tnss,Ttidxmdv b-&'.siDOL-ILO,CCZm W.th4o. Member Forces Summary Tabbi d�MenbcTgmaz(5l mua�elraq(maxmmpr.raa fddram tan maxublf j bs TC 1 1-2 0199 -1122.3 0199 -1121s _ I BC }I O.I37 I35Is (-SShsl Notes ,$.t—uparWmn addkmd.6=6®dbad,mmpmlulktl LL+(Kr-1):railrLi—d—ih1 ,3/M 1. ksWveba jxff,dbyfeTmaManuf— aAM/M 1.2002S=242 EN�N P� 76 , ->� STATE OF 1 �i 0-� �4 ORIV �/1fllll� Southern Truss Companies, Inc. Tmss: is SOUTHERN 2590 N. kin 1F wY 1 TrussDg;= bc 7ROSS Fort Pierce, R 34951 Dale: 2212018 4�� PM Canpoocut SolmionsM Truss ICGMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 100 Vnsioo: 2016113 [Build 101 Material Datai:ase verso(1: 1565 Span Pilch QY OBL OHR CAWrL CANFR PLEES Spacing WGr/Pla' 8.ao 5/12 1 0" 0ao a" aoo 1 24io 231hs 4-0-0 4-M 4-M 8-0-a 4x4 - 2 12 5� 12 15 R m 2x4 1 3 0-0-0 0-M 8-0-0 8-0-0 Loading General C'SI Summary Deflection L/ 0oc) Allowed 1—d (0) B118Codr. FBC20171 TC: 0.47(1-2) VACR: On L1999 L/180 TQ3.: 20 TA I.2014 ac: (114a4) V.I.L. Oh L/999 L240 TCA.: 7 RpMbrl— 1's Wb: 009(2-4) H-01: On 3 BQS.: 0 IOpL: 12.5% GepFa ,Ya-20 Bcrc: 10 i'be0(L�(la),'YAnzk (1:Ib153-M) (200.4.13A) (3:1.0.1534LU) Reaction Summary Jr TM. f combo BmVA±h Mabb1 MMRma AtP-d MMG—LI'm M.wLIm MMtw MMfilb. I Gx600is I 96b CmattaM-.Y 209k. 78PF - -99b -991s -241s Material Summary Bracing Summary Tc SP(&SOS-2012)E92x4 -rc&. g 9-fdo P.T.at63AAvf dagnby0haa BC SP(A SOS-2112)IB2.4 BCBndtg 9aaha)orAa:sm6-3-AR NdiIIjbyOhm: - Fth; SP(AL4762012)Kd34 Loads Summary 1)1U—hnb-6*WforhedrasdebI0psfbarI dadf.WdPlsdadbad; 2)Thsnb;t�band�fa<h�dresorw:�d mmnaao�a�a�.as�7-lo�kfoaw:��drmm�pa 16omPn�u,mqE<Po��c,�yE,.�,�wf[p,>�ur�ar�.yn(1-Im),o.�fBBg I:V"400a4733ffh-150,E,dZm T..gN hcadv.bw eWeel0GI-1,60,CCZ—Wdh4 ft Member Forces Summary TaWnftQMmibafQmMG9,mMMblform, (—npr.f=aafrasn6—mMuhl11-4 TC 1-2 Q467 148 rs (-1031s) 2.3 a 1486a-I03)a) Bc 34 0.136 111b r-sses 41 a136 III -55bA V.H. 124 0m2 290hc (447U) Notes 1)Th'ad jpilb-j-kgm7-jO—r—sbyt..Zt7 MF WMfn Q& 2)36tCRardH=CRar hne®IaMMi amMIddbvsdwbFv Wdplstwup=Tor xeddkoon"odmdtsdmmpn!dmDdl lL+(Ka-I)clMl LY.naoadir—ihAT. IM I. 3)Gd-uisma.vusbammd.db.t 4)AgtaBy—.1faaz,Cq=lMh.b-n ppldut.pbebeal,.i.. g %.I..g.mTudbyhT—MmW'amacprAMM 1.202S bn242 5)hiasluidtEfftba�mMWFRS0nVba&ry I NSF���,L�i� I —p STATE OF 4ci �i 0;' %. ORID_ OS/ONAI_ �ll(Illt� NJTICEAmpyafEfsd�dtalbefimidtelbfrcam�onanrsmr.Thedsgnofn's:di�Ssl.ua's6�almds�atritard�uicrocsppidbjheTr�MendaaaQnndtdsnleamaq erdampiz�offci,fartemnafahbyieT3viiitg Brian M. Blealdy �J t>wslo hsma :gfr�ga� morpor�lma�+s�rira fa.�aevm� d oo.9nh�m�p �ad+c^ImPa arclaromb n,�Gmeafnt pro .maalbra man.aa. avrmedmfba ma,od aumbySmp®n9ogTeCanpvtRlrcnaamhtrzaatESR-2762.AImv�pbsue7D�>ggwL$fespd�pbemeefokrudbya"-18"uhdtidmaan 18 pbkarSq IS,whdtiidmeah�trsnn IBpaygePhe y,nE� EM#7m6os1 %t J 2590T31Gc iea:A34951