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TRUSS 6-16-18
,J N- n SCANNED SOUTHERN TRUSS COMPANIES, INC. T H E R N �� RANDY@SOU rHERNTRUSS.COM TRUSS 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 Lucie County (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: C1(DU 1St, Q O M PAN i ES Project lame and Address: Oakland Lake Occupancy: X Single -Family Lot: 10 Block: County: Saint Lucie Multi -Family Truss CO' pany: Southern Truss Companies, Inc. Commercial Truss Etigineering Program: Simpson Component Solutions Plates B Simpson Strong -Tie Contrac for / Builder: Ryan Homes Model: 63 Elevation: B Options: STATE NT: I certify that the engineering for the trusses -listed on the attached index sheet have been designed and checked for compliance with Flo da Building Code FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces as required by the follo I ing provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: --- P.S.F. Design c teria: ASCE 7-10: 160 MPH Top chord dead load:2_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 proved by me. No. Iruss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 Al�k 21 J4 41 61 81 96 2 A1Q 22 76 42 62 82 97 3 AAG 23 78 43 63 83 98 4 A2 24 V3 44 64 84 99 5 1 Ajt 25 V5 45 65 85 100 6 Ai,C 26 V7 ' 46 66 1 86 101 7 A41 27 V9 47 67 87 102 8 A B 28 48 68 88 103 9 A�' 29 49 69 89 104 10 A'B 30 50 70 90 1 105 11 A6 31 51 71 91 106 12 A' 32 52 72 92 107 13 M 33 53 73 93 108 14 A�G 34 54 74 94 109 15 BIG 35 55 75 95 110 16 BCE 36 56 76 17 C'f 8 37 57 77 18 DIE 38 58 78 19 2 39 59 79 20 7 40 1 60 80 As witness by my seal, I hearby certify that the above information _ is c truelland correct to the best of my knowledge and belief. Nan : Brian M. Bleakly Lie. #76051 l.Q •\fie • 2oi$ FILE C N 1 n TYPICAL DETAIL (9 G O R. ICI E R. - H I P NDS=National Design Specifictions for Wood Construction. 5# per Nail (D.O.L.Factor=1.00) toe nails only have 0.83 Of ❑I Resistance Value. 12 C;0 �-(Z) t n -- 12 1. 55 & I ALLOWABLE REACTION PER JOINT (Z) UP TO 265# = 2-16d NAILS REQ'D. n HP Tn -W +ems = A-1 Fri NAZIS RFO'n_ TYPICAL CORNER LAYOUT & 2-16d ®,BIC�, 7 9-9-5 CORNER JACK GIRDER � r � r i ' r Typical Hip—jac attachment FASTEN EFR CHORD HANGERS GIRDER JACK TC — 2-16d nails J1—J3 TO HIP JACK GIRDER BC _ _ _ _ _ _ — 2-16d nails — TC 2-16d nails L5 TO HIP JACK GIRDER BC _ _ _ _ _ _ _ 2-16d nails - TC 3-16d nails — �17 TO HIP GIRDER BC _ _ _ _ _ _ _ 2-16d nails _ — TC — — 3-16d nails — IP JACK GIRDER (CJ7) TO HIP GIRDER BC _ _ _ _ _ — 2-16d nails _ — MINIMUM GRADE OF LUMBER LOADING (PSI) SR. INCR.: 00% L D FBC2017 T.C. 2x4 SYP 2 TOP 20 B.C. 2x4 SYP 2 00 BOTTOM 10 WEBS 2x4 SYP No.3 'SPACING 24' O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, FIL C O M PAN I E S (800)232 OFort 1509 (772erce, )464-14160 h#.yyr,„=uI:hw tr„� M Fax:(772)318-0016 n M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 k' TYPICAL DETAIL (9 CORNER - HIP NOT NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. OUP TO 265# = 2—i6d NAILS REQ'D. 132. # per Nail (D.O.LFactor=1.25) nds oe nails only have 0.83 of ©UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. r 12 ' VER �O 40 iq® J1 -10 A �O oQ � A ii ii ii ii J3 _ - \ 1 m "o� O O A 0 0 O 2-16d H5 (HIP GIRDER) `� `OOO_ ail ® \ A AAIP BC.�`� GIRDER0 *-',\\,,toe OVER`'-'� Typical jack 45' 11 `. \ use 3-16d attachment toe nail ® Tc'.' O TYPICAL CORNER LAYOUT & 2-16d @_EIC_, 7-0-14 CORNER JACK GIRDER ` i Typical Hip —jack" attachment FASTENER CHORD HANGERS GIRDER JACK TC 2-16d nails JI1—J3 TO HIP JACK GIRDER BC - _ _ _ _ _ - 2-16d nails - _ I5TO TC — — — — — —— 2-16dnails — — ——— HIP JACK GIRDER BC — — — — — —— 2-16dnails - — — — —— TC 3-16dnails =_____= 2-16d nails =____BC 11 JACK GIRDER (CJ5) TO HIP GIRDER TC 3-16dnails I IIP BC — — — — — — — 2-16d nails — — — — — MINIMUM GRADE OF LUMBER LOADING .(PSG STIR. ]NCR.: 25%) T.C. 2x4 SYP 2 L D FBC2017 B.C. 2x4 SYP 2 TOP 20 BOTTOM - W®S 2x4 SYP No.3 00 10 SPACING 24" O.C. SOUTHERN TRUSS Fort Pierce Division 2590 N. Kings Highway, COMPANIES Fort erce, FL 3495 (800)232 O1509 (772) 64-4160 http://www.southemtruss.com Fax: (772) 318 —001 6 Pion M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 II L ma m c 0 C h .t QJ to � 0 Mir prvdad Is preferable to simllarconnedars because of ?G a) easier iastallation, b) higher loads, c) laaw fasfalled cost Ora combination of Marc features. •- All hangers in this seder have double shear nailing - an nnovation thud dsinbutes the load through two points on each joist nail for greater strength This allows for fewer nags, faster installation, and the use f all common nails for the same connection. Double shear hangers range from the right rapacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the WS. MATERIAL: See tables below and on page 133. FINISH: Gahranaed. Some products avarlable in stainless steel or ZMAX° coating; see Corrosion Information, page 18-19. INSTALLATION - Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. • Not designed for welded or nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified. • HUS hangers available with the header flanges turned in for 2-2x (31AJ and'4x only, with no load reduction. See HUSC Concealed flange illustration. • Concealed flanges are not available for HGUS and HHUS. • See Hanger Options, pages 20D-202, for sloped and/or skewed HHUS models. • Other sizes available; consult your Simpson Strong -Tie representative. CODES: See page 20 for Code Reference Key Chart - These products are available with addtional corrosion protection. Additional products on Ihbs page mayaso be available with this option, check witir Simpson Strong -Tie fordetaits r7hese pmducls are approved forkstallation with the Strong -Drive SD Si ucbusl- connectorscrew. See page 30 for the corms!substibrtlou and SD screwsbz. Model No. Min Heel Heigh GO Dimensions Fasteners H 8 Carrying Member Carried Member SINGLEWEMS WS24 2% 18 1V% 46 1% 4-10d 21Dd WS26 4'/, 1Y. 4Y, 13i 410d 410d MUS26 4"Ac 18 1§ru YA. 2 6-10d 6-10d HUS26 4%. 16 1% 5% 3 1416d 6-16d HGUS26 Vs 12 1% 5% 5 20-16d 8-16d WS28 Vs 18 1 194s 1 6% 1% 6-10d 4-10d MUS28 V. 18 1% 6% 2 8-10d 8-10d HUS7B- 61A 16 1%- 7 3 -22-16d- 6=16d- HGUS28 6Ys 12 1% 71A 5 36-16d 1216d LU521D 4'/ 18 1%. 7% 1% B-10d 410d HUS210 8% 16 1% 9 3 30-16d 10-16d 1.See table on page 133 for allowable loads. 6HHUS210-2 (Truss Designer to provide fastener quanW forconnecling mul6pie members together) OrMUS28 StrongTie• Mf 1f HUSC Concealed Flanges (notavallable for HHUS, HGUS and HUS2x) th neouceu neei neight ® Double Double Shear -- Dome Double Shear Shear Nailing-Side•View Nailing Side Side View (available on Top View Do not .� ,� bend tab some models) U.S. Patent 5,6M,580 OFlilla.. l a � _� W SP Allowable Loads SPFIHFAOowableLoads Model No. �. _N WP8 -cot_ nw 1Nind a60T_ 16 Upfrtl' (160) Floor ' (100) Snow (115) Root (125) Wind (160) Uplift' (160) floor (100) Snow (115) Root (125) Wind (160) Code Ref. SINGLEWIZES WS24 490 670 765 825 1045 490 725 830 895 1135 420 575 655 705 895 W526- 1165 865 990 1070 1355 .1165 940 1075 1165 1475 1005 740 845 915 11fi0 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 Ffi,L17 HUS26 41550E �•272Q..5=3495. 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26 1765 4725 529D 5390 5390 1520 3750 4200 4500 4635 f7, L17 LU528 . fo - 0D .e36(iy. t215 1165 1200 1365 1480 1835 1005 1 940 1075 1165 1475 MUS2B 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17,F6,L17 HUS28 2000 3965 4120 4220 4335 2000 3790 3960 4070 4335 1720 2905 3035 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 17,L17 LU5210 liUS210 7j65 . ; D©D _- 3, ,Q 25r �8449 65A'L 575€' �; 2i1 1165 3DD0 1445 4105 1660 4310 1795 4450 2270 4930 1D05 2580 1145 3150 1305 3315 1415 3425 1745 3815 n F6'L17 132 Not: For dimensions and fastener information, see table above. See table footnotes on page 133. -II t - 7hese products are available with addrgond cormsinn pivkWom Additional products on P' These product are approved farfasfalfation N?fh the Strong Drive SD StruduraF tbls page may also be avahWe with this optfan, check with Simpson Strong -Tie fordetags Connecmrscrew. Seepage 30 for Me corredsubstibrtion and SD smewsbr- N Min. Dimensions Fasteners .;., , ni?, Allowable Loads. Tom{ _- SPF/HFAllowable Loads Model No. Heel Heigh Ga W H B Cartymg Member Carried Member ^' Upldr,{ :'(160 �'4" Ruai;: j00 "_ 5riom:Huot �(]5)i_ �,r (1Z5): -,�.iv. :Wind •;(160� } Uplift' (160) Floor (100) Snow (115)' Roo( (125) Wnd (160) Code Ref. DDUBLEUSIZES LUS24-2 2% 18 3% 3% 2 4-16d 2 16d 440 800 910 985 1250 380 680 780 845 1070 LU2 526�x� 44%. 18 3'b 4Tb 2 416d' 4-16d 116 jp38� � 280_' fit 1000 880 1010 1090 1385 17, F6, L17 HHU526-2 tic 14 33Sc 53b 3 14-16d 6-16d ',•` SRt 85 _155� 3905: `*�A-265 1335 2390 .2710 2-925 3655 HGUS26-2 4% 12 No 5r/K 4 20-16d &16d 5 .t: 4355 _ 5 . �5230�� F�5I5� 1855 3750 4200 4500 4795 17. L17 11S28-2 • 4M. 18 314 7 2 &16d 4-16d 1165 1315 1500 1625 2060 1000• 1125 12B5 1390 1765 HHUS28-2 W. 14 3Y. 7% 3 2216d &16d 2000 4210F47770 5140 6440 1720 .3615 4095 4415 5375HGUS28-2 R, F6, L]7 Ve 12 Vs M 4 3&16d 12 16d 3235 7460 7460 '7460 2785 6415 6415 6415 6415 W,L17 D-2 V. 18 31i 9 2 &16d &16d �1T45 �'1 ,' _t jj2265 __ Ur 1500 1565- 1785 1935 2455F6, B% 14 3% 8% 3 30-16d 10-16d ''400 .. g635� bB80`. ,HHUS210-2 ;;7165+. 3525 4635 5270 5380 5765 L17 HGUS2ID-2 8% 12 335s 9% 4 4&16d 1&16d 40 5;`- �9] ?`� '"9100' �]OOr p� , 3M 7465 7730 7825 7825 17, L17 TRIPLE &SIZES HGUS26-3 4% 12 45i% 514 4 20-16d I &16d 2155 4355 4 775 5230 5575 1855 3750 4200 4500 4795. HGUS28-3 5% 12 41Yk TA 4 3&16d 12 16d 3235 7460 7450 7460 7460 2785 :6415 6415 6415 -6415 HGUS21D-3 B"Ar 12 4% 9'% 4 4&16d 16-16d 14095 �•3 0� D11:. 10p �9100 s 3525 7825 7825 7825 7825 17, L17 HGUSZ12-3 10% 12 4% 1D% 4 5&16d 2D-16d 5D45 9600 9600 9600 .9500 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4% 12% 4 6&16d 22 16d 5515 10100 1010D 10100 10100 4745 8585 8685 8685 8685 QUADRUPLEUSIZES HGUS2&4 514 12 VA. V. 4 20-16d &16d ; ' V4 . -�87% 45T3p � $�: `.1855 1 .750 4200 4500 4795 HGUS28-4 TA 12 We Na 4 3&16d 1216d �?35° �T46 z � 45D �450 L ,_. • = 2785 6415 6415 6415 6415 V. L17 HGUS2ID-4 9% 12 B%s M 4 4&16d 16-15d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 R,F6,O HGUS212-4 HGUS214-4 10% 12% 12 12 6%s 69c ]0% 129 4 4 5&16d 6&16d 2D-16d 2216d �0`45. `55151 t959 , 5 0= IJ_ ` 010 0—� 0N• 4335 4745 8255 8685 6255 8685 8255 8685 8255 8685 17, L17 4x S12ES LUS46 4% 18 335c 4% 2 416d 4-16d - 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17, F6, L17 HGUS46 4'/rc 12 3% 4r/ie 4 20-16d &16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17, L17 HHUS46 4%, 14 3% 535c 3 14-16d &16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 LUS48 HUS48 4% 6% 18 14 33Sc M 6% 7 2 2 &16d 6-16d 416d 6-16d -Ell ' 5� s 41315e 595 150 .� �8 _, - 25g �196_`-' b60 g:47_1 L' 10DO 1550 1125 1365 1285 1555 1390 1680 1765 2115 C7 FB, Lil HHUS48: 6% 14 .3% TA- 13,1 2216d &16d. - �2 ; II4215n' ^ Q.: 150 ;E644D't -172D- 3615- -4095- -.4415 -5535- HGUS48 b-A. 12 3% V. 4 3&16d 1216d 235 ' f� x '- A6 _ = 46U 3466_, 2785 6415 • 64 55 6415 6415 17, L17 LUS410 6% 18 3%ff B% 2 &16d &16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 HHUS410 8% 14 3% 9 3 30-16d 10-16d 3745 5640 6385 6890 7165 3440 41135 54BO 5910 6165 � F6, L17 HGUS410 8%c 12 3% 9 4 4&l6d 1&15d 4095 9100 9100 9100 9100 3525 _ 7825 7625 7M 7825 HGU5412 1D%c 12 3% 10T/u 4 5&l6d 20-16d 460 380 =, 4335 B255 8255 •8255 8255 r7, L17 HGUS414 11M. 12 3% 12%,c 4 6616d 2216d 5f 1{1 f '� D100' '1U10 1010D 4745 8685 BB35 8685 8685 1. Uplift loads have been inco:ased 60% for wind or earthquake loading with no further' T-ANSnPISPF, T,4NSrrPISP and T-ANSrrPIDF for allowable loads that consider Increase allowed. For normal loading applications such as cantilever construction ANSMI 1-2007 wood member design criteria (see page213 fordetaRs). referto Simpson Strong-Tie®Connecttr Seledoi'software or conservatively 5. Loads shown are based on minimum of 2-py 2x Darr y(ng member. With 3x carrying divide the uplift load by I.S. members, use 16dx2W nags into the header and 16d commons Into the foist with no 2. Wind (160) is a download rating. load reduction. With single 2x carrying members, use 1 OW W nags inn the header 3. Nrinimum heel height shown is required to achieve full table loads. For less than and 10d commons lift the Joist, and reduce the load to U.64 of the table value. minimum heel height, see technical bulletin T-RFDHEEL (see page 215 for defarisl. 6. NAIM 16d = 0.162' diia. x 314 long. 4. Trim chord cross -grain tension may omit allowable loads Refer to technical bulletins See page 24-25 for other nal sizes and information. y y 0 cn a a* if ■ 133 ` ' Eggiaeered.Woad & Strucfurai Composite Laipber.Cnnnectors , SIMPSON in COMPOSITE LUMBER :sti'o igT e ctual Dimensions Fasteners Allowable Loads JSoiiset Model No. Ga Min W H B Max DF/SP Species Header SPF/HF Species Header Code Face Joist Snow Roof Floor Snow Roof net. (160) (100) (160) (100) (115) (125) (100) (115) (125) HU416/HUC416 14 Ne 13% 2% Min 20-16d 810d 1515 2975 336D 3610 2565 2895 3110 x18 HGUS412 3946 13% 2'k Max 26-16d 3% lilms 1210d 2015 3870 4365 ' 4695 3330 3760 4045 19, Liz FS HGUS414 4 - 12 3% 12% 4 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 0 y HUCQ412-SDS - 14 3-Ma 11 3 66-16d 2216d 5515 110100 10100 10100 8685 8685 8685 19, F23 e - 5Yz 51%6 2'k Min 14-SDS'/'x2'W 6-SDS'/, alh' 2510 5460 5560 5560 3930 4000 4000 1016d HU68MUC68 5�, 14 4-i6d 900 1490 1680 18D5 1280 1445 1555 v x 7Y, HGUS5.50/8 5%5'Ya 2%Max 12 14-16d 6-16d 1345 2065 2350 2530 1795 2025 2180 19, L12, F6 5Ye 61i46 4 - 31116d 12-16d 3235 .7460 7460 7460 6415 6415 6415 19 i; � HU610/HUG610 5% 7% 2'k Min 14-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 4; 934 HHUS5.50/10 516 7% 2% Max 14 5'r4 9 18-16d 816d 1795 2680 3020 3250 2305 2605 2800 19, L12, F8 o 91 HUGQ610-SDS 3 - 5'% 9 3 30-16d 1016d 3735 5635 6380 6880 4835 5480 5910 HGUS5.50/10 - 12 5'% 8% 4 12-SDS','x2W 6-SDS Y'4%' 2520 4680 ' 5380 5715 337D 3875 4115 19, F23 v - 5'� 9% 214 Min 46-16d 1616d 16-16d 4095 9100 9100 9i0D 7825 7825 7825 HU612/HUC612 SYz 6-16d 1345 2380 2685 2890 2D50 2315 2490 i , x HHUS5.5g/10 2Yz Max 14 5.34 3 22-16d 816d 1795 3275 3695 3970 2820' 3180 3425_ _ 19, L12,,F8 i 11% 11�, HUC0612-SDS .9 - 5'/z 11 3 - 3016d 14-SDS,SQ%' 10-16d 3735 5635 6380 6680 4835 5480 5910 y HGUS5.50/12 12 5% 10% 4 6-SDS Y,5c2%' 2520 5315 5315 5315 3825 3825 3825 19, F23 - 5'% 12% 2'k Min 56-16d 20-15d 5045 9600 9600 96all 0D 8255 8255 8255 a HU616/HUC616 -Max 2D-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 oa , 5Y, cl4 HHUS5.50/10 14 54 12'Yie 2% 26-16d 1216d 2695 ---- 4365 4695 3330 3760 4045 19, L12, F8 vsHUCQ612-SDS 5% 9 3 - 514 11 3 30-16d 1016d 3735 5635 6380 6880 4835 5480 5910 HGUS5:50/14 - 12 5%I9, 12% 4 14-SDS Y,'x214' 6-SDS Y,'x2'k' 2520 5315 5315 5315 3825 3825 3825 F23 e - 5% 12"/6 2'fe Min 66-16d 22-16d 5515 101D0 10100 10100 8685 8685 8685 HU616/HUC616 2016d 8-16d 1795 2975 3360 3610 2565 2895 3110 5Y, 16 HHU15.50/10 5% 12114e 2% Max 14 5'fe 26-16d 12-i6d 2695 3870 .4365 4695 3330 3760 4045 19, L12, F8 HUCQ612-5D5 9 3 - 511z 11 3 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5$10 HGUS5.50/14 - 14-SDSYX1Yz' 12 5f 12l4 4 6-SDS'/5Q14' 2520 5315 5315 5315 3825 3825 3825 19, F23 - 5% 12"As 2% Min 66-16d 2216d 5515 10100 10100 10100 8685 8685 8685 HU616/HUC616 2D-15d 816d' 1795 2975 3360 36i0 2565 2895 31i0 5% 18 HHUS5.50/10 14 5'k 12"As 2'k Max 5'fe 26-16d 1216d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 HUCQ612-SDS 9 3 5% ' 11 3 3D-16d 1D-16d 3735 5635 6380 668D 4835 5480 5910 HGUS5.50/14 - 14-SDS Y,5c2'k' 12 5% 12% 4 6 SDS'%5c2Ye' 2520 5315 5315 53i5 3825 3825 3825 F236d HU410-2/ - 7', 9Ye 2A Min. 66-16d19, 1416d 22-16d 5515 10100 101D0 10100 8685 8685 8685 7 HUG41D-2 14 N 9% 2% Max 18-16d 6-16d- 1345- 2085- 2350 _2530 1795 2D25 2180 HHUS7.25/10 7% 9 334e 8-16d 1795 2660 302D 3250 2305 2605 2800 19,L12,Fe HGUS7.25/10 - 12 7% 8% 4 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HU412 2/ - 7% 11% 2'94- Min 46-16d 16-15d i6-16d 4095 9100 9100 9100 7825 7825 7825 19, F23 7x HUC412-2 14 7Ye 11% 2'k Max 22161 &16d 8-i6d 1345 2380 2685 2890 2050 2315 2490 li',-1 % HHUS7.25/10 7Y, 9 3% 1795 3275 3695 3970 2820 3180 8425 19,L12 F8 HGUS7.25/12 - 12 7Y, 10% 4 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HU414-2/ - 7', 13% 2% Min 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 19, F23 HUC414-2 14 7+i6 13% 2%Max 2016d 26-16d 8-16d 11 1795 2975 3360 3610 2895 3110 2565 2565 7 x 12 HHUS7.25/10 7Y, 9 We 121611 2695 3870 4365 4695 3760 4045 19, L12 FB HGUS7.25/14 - 12 7', 12% 4 30-16d 10-16d 3735 5635 6380 686D 4835 5480 5910 HU414-2/ - 7N, 13% 2'k Min 66-16d 2216d 5515 1010D 1010D 1010D 8665 8685 8685 19, F23 HUC414-2 14 T, 13% 21h Max 20-16d 816d 1795 2975 336D 3610 2565 2895 3110 7xi6' HHUS725/10 7Y, 9 We 26-16d 1216d 2695 3870 4365 4695 3330 3760 4045 19,L12,FB HGUS725/14 - 12 7% 1234 4 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HU414-2/ - 7Ye 13% 2% Min 66-16d- 22 16d 5515 10100 10100 10100 8685 8685 8685 19,F23 7 18 HUG414-2 14 T, 13% 2% Max 20-46d 26-16d 8-16d 1216d 1795 2975 3360 3610 2565 2895 3110 x HHUS7.25/10 7Y, 9 We - 3G-16d 2695 3870 4365 4695 33311 3760 4045 19, L12, F8 HGUS725/14 12 7', 12?4e 4 - 66-16d 10-16d 3735 5635 638D 6880 4835 5480 5910 7x14 to 3�10 For additional hangers see HGU/HHGU on page 107. 2216d 5515 10100 10100 10100 8685 8685 8685 19, F23 See I footno on page 105. 0 MINIMUM GRADE OF LUMBER Top Chord 2R4 SYP #2 SPF #1/#2 or bolter Boll Choral 2x3(+) OR 20 SP #2N OR SPF #1/#2 or better Webq 20 SYP #3 or butter (9)'20 MAY BB RIPPED FROM A 2xe. (PITCHED OR SgUARIO ' (*a) ATTACH I[AOH VALLEY 70 EVERY SUPPORTING TRUSS WTNh (2) 10d BOX (0I x 3.6 NNLS TOE -NAILED FOR FDICOD& ASCE 7-10 - PH WIND. MEAN HEIGHT, ENCLOSED BUILOINO. EXP. 0. RESIDENCV4 WIND TO OL-G PSF. CUT FROM 2xB OR LAROER AS REQUIRED 4'-0" Mo2LJ Wyr YPx4 8'--0"max V-0"Max Spa 20'-0" Max (**) SUPPORTING TRUSSES AT 24" O.C. MAXIMUN SPACING, SOU. 6'R ERN L----- TRUSS Fort ePl COMP,F NIFES (B00)2 2• hli�r//vw4,,nlh,n4vnrnn Fax ����, ,.,ter• '�' .,�„i, 1j •��w : c — i UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY tx4 i"-BRACE, BOX LENGTH OF Wor0. VALLEY WEB. SAME SPECIES AND GRADE OR BITTER.ATTAOHED EEQUALLY SPAC0131R 2 6 C VALLEY WEBS OREATER THAN VIAv . BRACING, MAXIMUM VALLEY VERTICAL HMOHT MAY NOT EXCEED 12'-0". TOP RPpHORD OF TRUSS BENFAIH VALLEY SFr MUST BE BRACED WRHi INRGOiAU}Tf NITACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS PURUNS AT 24" 00. OR AS DTAERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON ENGINEERS' SEALED -DESIGN. N (-")NOTE TI ALLEY 119 MrMURFO FOR LONG THE SLOPE OF -THE CHORD FCHORDRU98 (**) LARGE SPMS 12M0 DE BUILT AS LONG AS TFIE VERTICAL HEIOHT DOES BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. (2)12d SQUARE CUT SQUARE Clfr (**)mF V TTOM CHORD WIN tY1x nOTIDM p Ro VALLEY. OPTIONPiL' STUD OPTIONAL HIP ypl� Dt, END VERTICAL • JOINT DETAIL Erection brocing b not nor have fabrkalm, pei odds Rgardfngg ereclll and dominoW duth It 772)484-4180 1 irmu an Iv a III IB—GOte when no ihmollny b . IpacUlld on the Ins; j I Uon Is I dare rr1 TtT"1 s16Ully of from dalgnar, ,plot um aro .voalboed met to alum Is slams roq*ad IB of and pRlumb shall OI bra Ionoblo can . FRAMfNC+ TO LL 20 20 PSF TO DL 10' 16 P5F DC DL 10 10 PSF So LL - 00 00 PSF TOTAL LOAD 40 46 PSF devcgal Emil 2 1.2E S Dab ao Braoa No Braces Group A +j °° n �° e� ra 1 z � C SPF 3 3-3 h-11 V p u f 1 me srANDARD 3 —3 4 _�• O 11d' Sp 3 3-7 3—e 5-10' 5-0 L) N DFL SPF 3 3 —0 > V ' J C. 51UD 3-0 86r•D ' fl f a ^p —3 a —2 B —B a 5P >z 4o e (] �O r DFL STUD grA}IDARD W-10" 6'—= 1 z } —3 3 7 U O HD SGF STUamu 4 —z 4-11 — ry SP 3 -7 N -4- ,- DFL'- ------- I==1.25. E)(POSURE I B Group A — Group B Group A Group B Group A Group G rouP 13 —3" y 7 ^i B —3' B —6 1a —1 10 —1" 11 —Z 10 —1 11-11' 1z-11 " $ UP— a-o to—o'1 rANDARD0 z-3 10—to• tt—B" 1z-1t" 1 ''0 1s-1t 3 DOUGLA9 R^WlCH l' a'-11 �_a• 7'-5' e'—s•. 0 —3' a—tt' a'— a 12 —11' 1 s —11 3 —7r s • I• 6 —11' 8 _�• a _e' 1 D =3" 1 a ^3" 1 2— 11 13 —7' sruD STANDARD . am. SOUTHERN TRUSS COMPANIES REFER TC CHART AuoYt rvr% mr— ... _ - N^Or Ct r— r—o T Finegan bracing IQ not the reepcne%NW of Was nor Inam fabri911104 penone erectlna lromae ate advice regardla eroguon bracing x ch Is al =hIngand donilneI g no sreaQont and pp'�aronahea �nHishw D ivt c l a n eppaacila app�oailone, Sae "BO91-Bl 5ummory N. HI hwoy, dauone for handling, Indoing do bmcilig'molaiplotFL 349F5 TmppegCIA to bg stetted and foelenod Ip foelened 77z)464-418a gtera no eheuunpp le opppled diroaly to. the top B—agile epeomid on the Uuu deelgn. TOM ahal be ton bra radea GABLE *055 VETO& N901 LpX IAA° DEFLECTION CRr1ERW 15 LA4D' PROVIDE' UPLJFr CONNB¢OON9 FCR 139 PLR W� CON 6rmlHo, a PSF TO DEAD LOAD)' OALE END 9UPPOSS LOAD FROM 4'—O" " DUTLOOKERS WRH 2—a' DVOKANO,OX IZ PLTWDDD DWHAN0. A FDFR 1 "�L' B�MOC6, SPADE NAI NARAAT Z" 00. l tr� FDt(2) 1�DRACESt SPACE NAAWNW7 �y �C l ,B py ,ZONES AND 6" Va. HEIYVZEN ZONES. EMBERLMFU MUST Be A MINIMUM OF 609 OF WEB NM- p1 1E S Z VgKnOAL N 0 or O 95 ' h-0 1114 OR '2113 GREATER THiW 4—D", BUT 2a4 LE99 THMI 11'—B" z,eK4 GR E 11 —9 PEN( 9pLI0E AhID HEELRplATES. ° R dgner�plate manufacturer caillionod to rent prornplonal uapa required to prevent toppling nhlch may be raqubed in t a'mmenlaly and tocuTI119n- e eo�Inecled nod 6ueee9 QQ. In a elmlghl and they shoo pplumb poeluon cad Do dlu-elm reasonable aemncdudng Mallimun Total Load 6D PSF SPACING AT 24' O.C. MINIMUM GRADE OF LUMBER Top Chord 20 SYP #2 or better Bolt Chord 2x4 SW #2 or batter Webs 2x4 SYP #3 or bolter REFER TO SEALED DESIGN FOR DASHED PLATES SPACE PIGGYBACK YERTICAI AT 4' OC MAX. 1TOP AND 5 NOT DDIBOTTO OVER DNUIHEILCHORD S MUST BE STAGGERED SO THAT ONE SPUCE ATTACH PURLINS TO TOP OF FLAT TOP CHORD, IF PIGGYBACK IS SOLID LUMBER OR THE B4 JMM CHORD IS OMRTED. PURLINS MAY BE APPLIED BENEATH THTOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDMONS: jfd—Q—MPH WIND. 30' MEAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN ROOF, 1 MI. FROM COAST CAT 1, ERP C. WIND TO DL—S PSF. WIND BC bLn PSF 140 MPH WIND. 30' MEAN Harr. ��gg Clio ENCLOSED BLDG. LOCATED ANYWHO N ROOF WIND TC Dlra PSF, WIND BC DL-5 PSF- FRONT FACE (X*) MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. OPTIONAL SPLICE D B B bc-a c:k 1DE:�tIca' 01 WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 10 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND BOX LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 20 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBEROR H OF WEB (16dBNAILS 4" 0/C MEMBER. ATTACH WITH ATOX 4" 2' Typical B 1 • I B B I i B O—SPLICE B � ar I i >Ic ATTACH PIGGYBACK WITH B"xBx1/2" CDX PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES 0 '4'-0" O.C. MAX. JOINT TYPE SPANS UP' TO 30. 34' 38' 52' A 2x4 2.5x4 2.5x4 3x5 B 4x6 5x6 5x6 5x6 C 1.50 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 \^/ c= lr- r-i T s—n t=—p Erection bracing Is Irot the responaib011y of hose designer, plate mamdachrrer nor Iruss fabrica(dr, persons erefirry trusses are cautioned to seek prafeWonol S011 HERN advice regarding erection bracing which Is always required to prmnl topprmg IF AT>t!Y Fort Pierce Division] and dominoing during ereellon; and ppennonenl bracing which may be required In • T.CTiUaC].7 2580 aN. ceKIngs HI vi specific applications. See SCSI —DI Summary sheet Commentary and recommsn— Fo Plerce, FL 3a405 dsllons for handrorq, Walling k btodng motor Plate connected wood 11— (IPI). COMP,�im (B00)232-050G (772)464-41'a Trusses are to be erected and fastened In Intoned In a Aralghl and pplumb position Fax:(772)31B-001a where no sheallny fs applied dfrodl to The lop chords, they shag be braced us speclried on the Into d¢slga Trusses shop be handle wilh reasonable care during rRcUan to pmenl damage _.� C Maximun Loading 55psf at 1.33 Duration Factor 50pef at 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING AT 24" O.C. SCAB -BRACE -DETAIL I ST - 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 NOT.APLICABLE WHEN BRACING IS *** REQUiREDAT'113•POINFS OR I -BRACE IS•SPECIFIED.- APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3" X 0.131'1 NAILS SPACED 5"O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 Ibs MAXIMUM WEB LENGTH=•12'-0" 2x4 MINIMUM WEB - SIZE -SCAB BRACE MINIMUM WEB GRADE OF#3 Nails� � Section Detail ® Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. T-BRACE / I -BRACE DETAIL Note: T Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to ccrivert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing'PatteM T-Brace size Nail Size . Nail Spacing 1 x4 or 1 x6 10d B" o c. 2x4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length -of :T-Brace / E�e- (On Two-Piys.Nail to Both Plies) position rI _ Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size ' 1 2• 2x3 •or 2x4 1x4 (*) T Brace 1x4 (*) I -Brace 2x6 1 x6 (*) T Brace 2x6 I -Brace 2x8 12x8 T-Brace 2x8 I -Brace Nails Brace Size .r for Two -Ply Truss Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 x3 2or 2x4 2x4 T Brace 2x4 I -Brace 2x6 2x6 T Brace 2x6 1-Brace 2x8 2x8 T Brace 2x81-Brace j Section Detail L T-Brace Web position I -Brace T-Brace / 1-Brace must be same species and grade (or better) as web member. (*) NOTE: If SP webs are used in the truss, I x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X_'bracing material, use IND 45 for T-Brace/1-Brace For'SP truss lumber grades up to #1 with I bracing material, use IND 55 for T Bracell Bra L-BRACE DETAIL Nailing Paffem . LLBrace size Nail Site Nail. Spacing 11 1x4 orb 10d 8° o.c. 2x4, 6, or 8 16d 8" o.c. Note: Nail along entire length of L-Brace • •' (On Two-PVs Nail to Both Plies): 4CING L-BRACE Nails � Section Detail c5M1 L-Brace Web Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover 90°/u of web length. must be same species grade (or better) as web member. - L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1 x4 *t* 2x6 1 x6 *`* 2x8 W *** — DIRECT SUBSTITUTION NOT APUCABLE L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 , 2 2x3 or 2x4 2x4 �.. W 2x6 *** W '2xB- *** — DIRECT SUBSTITUTION NOT APUCABLE. ' .8outhern Truss Companies, Inc. Tmss: AI A 3QU— THERN 2590N.king; Ffilway � Name: �3- � � "m TRUSS Fo t.Pierce, F134951 Date: 5/15rzo18 7.1248AM Truss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 otl 2017.7.1 [B1111d2] Material tib ,e vmvm 1565 Pitch Qty OHL ORR CANCL CANTR PILES S pacing WG17PI1' 5 /12 3 0 &0 04" W-0 1-00' 1 24 in 2421h3 46-8-0 7-15 7-5-5 7-5-5 7-5-5 7-SS 7-1-6 1 �-(I 8-5-5 1510.11 234-0 30-9-5 38-2-10 45-4-0 5x6 - 6 12 112 5� �5 3x4 / 3x41 5 7 3x7 / 3x71 0 4 8 3x4 / 3x4 3 9 0 1x5� 1x51 4x 10 4x5- 1 T18 to 17 16 15 14 13 19 3x4 - 4x4 - 3x4 - 3x4 - 4x4 - 3x4 - 12 5x5 - 5x5 - MAI 0." 1 -08-0-0 B-10.6 9-2-7 &10.6 8.6-7 1� 1 -0 9-10-6 18-8-13 27-11-3 36-9-9 454-0 Loa " General CSI Summary Deflection id(loc) Allowed lmd (pd) Bk%c.(Ie: FBC21117/ TC: 038(3d) WACR: 0-52h L/999 (17-19) L/180 WILL: 20 T r1-2)14 BC: 0.47(1213) WALL 022n L/999 (17-18) L240 TCLL: 7 R¢Mb7L• rl—: 1-s Km: 096(6.15) C.O(H001 h 2L/999 (1-1) 2L/120 BOIL: 0 DOI_: 125% Cua/OHLL• 0.01 a 2L/999 (11-11) 2L/120 BCR.: 10 H-CR 015n 12 IUcOffaa(Iri)(Y/4gk (11142-1A) (244313X (3:1-10,474) (4¢11,1-10R) (5003-13A) (6II0."i13A•) (700 13U) (8LL11,1-1422) �� (s1-1o,4-722) (-1Z11350) p13142-IA) (224)3-0A.) (3003�gA.) (4D-02{10) (15038A) (6143-8p) (171 1 (18 ) (192-63O0.) Reactio Summary 1r Tya:11 ftCombo &eK86 Meval RgdE4gVAJ1A M.pR Max Oa Lbfft M.WidUnafi MaxW M Mriz 19 PFi(l14 1 8n C—Mwy Mob 1823h - -775bs -775 bs 14265 12 HRd 1 8h Ca Maamy 300iA 1,923h - -775 as -775 bs 06s Materia Summary Bra Summary TC �(ALSOL2013)422x4 TCBaf Sbad darluinaA360,Aafnda�nbyObas BC (AL97.2013)552r4 BCB"ft 9-W.R-f—i5-8-aRafAd�byOt— Wbs SpiAL90S2AI2)A32x4 Loads Si 1muna" 1)Thbkmhu de:17Wforfedfastge 101aibotradprdF.WdpWdmdbads 2)W—hu desp�forirdi®ofw4d badsnaanrdinxwY�A9�7-IOC fcfdaAi�g�di ntiga¢160mphuYinaKBxpaweC,RJUF G�bkf{p,F3uddiAgCAtgdy110�ID0).QroalBkg Di.40fix4733 h�I5f9TYaF d2aeTnvTkHAcmd mmde�BC7Pll4,OC7meN dh4fi 3)Mbimm�m��oAcloadrgna®r&n¢AwrilBCTahk 1607.1 Fasnwbaneppial I Member ormSlmm>;ary TableMaaMenbefgmaxOl,maxaaalfdw(maagynp.rarcdddfaunfommaxaxnlfortr) Tc I 0562 6721n 5-60349-2/211x 9-10 0599 4ifnbs 2. 0599 -W bs 6-7 0349 .2,621 bs 10-II 0562 6731x 3 BC 03.3,189M 7-9 0584 _3.190ba 1 I!Il 0353 705tc (-764W) iil6 0.434 1X46s (-7(3 bs) 19-I 03E 7066(-26;b) 3 0475 bs (-1317bs) 6.S O468 Z4986(-IA73bs) / I R8s 2-1 \I 0463 2497bs (-1074In) I8-19 0475 29021n 4316h) am 5%bs (-522bs) 5-6 Ob35 33.98 -629 bs 7-13 0371 478bs ((--27A191In) 616 97 6bs (.395bs)9-13 aO960942 _466` \ % qn0304 as (-2371s) b2 15 098 866Z4i36- 5. 0371 478bs (.219W) 7-15 06,4i -0 bs 10-12 Q190 599 bs (-5231u) PE 76051 1)Thcdn�A'a aMCB7-IOasAdvu�byha77FtaihF.1fngGA-- 2)WtQtandlipr,�CRarehewcalaMhuizgrrel�ksedaeb 3)Aqu oxgnlHlyAC4-03QhssbmAapp[dbfryhpbualAei�natvabcc�adma'-0%iahoimTolAarfdlrylnTn�AfaroJ 4) la iwekadp4slmapmrtyxmnofd�ndmodadFs�4gnpA�asllfl Lf.+(1a-11.a11s1 C(.na,mrdAAmmW�.4\�7/Ili I. 1 1 mrrpcAl•9T171-'-0(175,rtin231a _ • _ 1 aamimAE IAaaia(QR)n4)uiafat&ba6xKs)4—.P usofU3R—bevdq.,Jydi�o.laF—k—i—CLRxarddhp,-Ni-ig /r+S.-r -A.:aVIF1io-RBRACF S)Iivd4dA�fBrc >rmclaadaoMWFRBCh1yL dig �0 /ij 1�XR7CEAmp�ofAa!d�o�CalhefiamJdohro�:nmxaabcT Dta�AaASAslmHs •mgfhi;iSviwlauxetavlmMina'vba�draFne�visv{:p[dbrMTrusMa�ufaocaM nd �R10a�m°"9" g�R��orheidartnimssrahbj•hBoi1'� BIiaD M. B]„,0L1,1 wilgidxatsao�txasofpmfsixA41 fartrn� syx*+*AB +�' i' aaAAp<neadaaim d»an5sf�ean rpigeandle'Impxunlnfmrenn&GeAaalilea-pagefgraddeorelhfmruronNmnm pb�fialbe r mandaatralhySm 9mg-TeCmgenKlnenamvdansuEAF92-2762.NoxmmrpbAsaie70�yp,Anlaf�yzcfdpbA ecin4 bya"-ISuhih idmtsen lSFnAgepbcarStll8',whdA:diaoaligh �eion lSgnpxpbe 6051 259OKKn Tf&RR34951 ' Southern Truss Companies, Inc Tniss: A 10 g SOUTHERN' 2590 N. kings N7 wa y Projec(TvT1mc: TnmDesigtr: 1833-8 dhc Bugg Fat Pierce, F134951 ice: 5/15/2018 M-48AM sotlroa7STM T. . COMPA�N IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 2017.Z 1 [B1nld 2] Material t*M versicxl: 1565 S� fn Pitch Qry OHL OHR CAN-rL CANT'R PLIES Spacing WGr,PLY 4SM 5/12 1 0tl•0 (KW I-" ON 1 24in 2181tc 45-8-0 5-7-12 4.4-4 7-1-10 7-1-10 I 7-1-m 6-7-12 10-0-0 17-1-10 24-3-3 31-4-13 3t3-Cr6 45-8-0 T 4g 11 T Lmd TQL: WEL Bat 5) 17 5x6 \ 3x4 - 45 - 3x4 - 3x4 - 3x5 - 4x5 - 1.5x3 1 17 16 15 14 13 12 11 3x8- 3x6 HS 18- 3x4- 3x5 HS 18- 3x4- 5x5- 3x4 - B1G 0-0-0 8-11-0 &11-0 8-11-0 0-041 &11-0 10-0-0 18-11-0 27-10-0 36-9-0 45.8-0 General CS1 Summary Deflection ij 0oc) Allowed (pei) B1gCade: FBC20171 TC: 031(7-9) Vh C1t 094n L1558 (I4-I5) 1,/180 20 TWI-2014 BC: 0b1(15-17) 18tU-. 0.431, LIM (14-15) L240 7 PPmbll—: V, va: 090(9-II) lb.M-- 0.24n II 0 IIOL: 125% GeyFa ._3A 10 c (1+1-12,1-9A) (204 4325-) (30-1311,76) (4003-M) (50-0M4 A) (6MSA) (7D 34A) (81041-12A) (9DA3-,V) (101-@j.5,90) (I I38$QO) (12403M) (13DAI-12A.) (1404)3-V.) (15",VSA) (16DAI-12A) Readion Summary 3r Tw�I Cambo BTWdh Maerl PAdftWJh M.P d M-G.vLbffl M.Wd Max typut M..".i¢ 1 Fil(Rh 1 H1 Sn CbmmMasavy 300b IJ4466 - -7461t -746b6 270hs 1M(rsii) 1 ISn - 3.00n IMft - -772 bs -772 bs Olt Material Summary Sra(:ii1g Summary TC (ALSM-20131M,41 aayt TCB.6W S-t drc11dtat2L(IR f d4y byCMs 3-5 (A S0ti30 3)SSW 5.8 SP(A1J9Y,2013)SSW DC I(ALSOS-2013)SS2x4 B�C&avShm4nl Fwftat3-114),Bvf dejby0h- �s Sd(AMS-2012)1,32x4 a-Tt 9-II (ALS0t2013)f22x4 Loads S ry I)Th-sts�l s ds�df.,t—T dwib lftdbitradod FebadPYacdmdbaa; zlntsn�l sshm E- 1,a�rasorW:dm�Sammaa.�tta9�7-1o. krotxwnq ar.�:y.x l6o�naa,�eEv i dcnbt.+ratn � t rDO-1no),G,aalDBs 11-40ftx4733 fth-I5kMFMZ—Tn.;NA r d,,&-. aDQr1ID,CCZ—%Vdh4ft 3)M'mnxn g®m;he&�gneaordaimIBCTa)�1607.IhunotbmapP6d Member Forces Summary Tanhlc�QM�aecrgma:cv,a�:aablraq(mx ra�raareurmmm uhlro� TC 1.; 0638 -3,905 bs 0563 4,434hs 9-10 Ob67 06s \\\\1 2.3 0.707-3j016s 6-7 6-7 0579 -73M 17 3�d 0.403-31221t 7-9 0311 bs BC I tl2 Oslo 2,426bs (-IrMbs) 14-15 05M 4,b9bs (-2,686bs) 17-1 0357 3,493bs (-Wb.) \� I .14 OL01 3927 bs -2 941,4 I5-17 0b10 4320bs (-2-W9bs) ) 6-I5 DIM -228 b9-12 Q436 1,123bs (-462t) \\Bat 3311t1 bs 1 091-2$i3>t Q— /G�E'N0"2, S37 0.409 IA07bs -5b(-26 b) 1042 0.07 8b158b)7.14 24647 0587 Ii1 Its (-6s) c`. % s 0.538s 7-2 471 63 t. Truss -to -truss Connections Summary PE 76051 \ ID CutelT— C`ravtaT— CenvFao. Men T t T7I3 AIO D10 12-5-0 270dp I I A^ Notm -a %\ ( . ST t I)7hcdega);b 1. ASrE7-IOasrdemndbyhe�7Ftada BuiingC 2lwacanaFtriata,d.:�onzlam navawlmuvmxte�n,f�baaNtl,�rm�aPab+orael��muoaxa t�,gnxaPu�l»an r2-+p:c-1)x�aram.m�,r�AnvrtH 1. % \\ A, 3)Arpaxyaxuol C9 1.13,h�baaPpialoe�ephehealia ri¢d_yytv.�bascspti'rdlyMTnetMa,ed'aaavprAT&IrH 1.2002Smhn242 �� \` 41Tnstu+�as a1'argaph®limpe�vimiy AkurLnraid�casnralemmindolh.pwiLdoeiilermx �abnsidiyFfi9aat nheRmmxiSm�^vY• ` ��� �� !'�� AAoviludaPot�"iaBrnPcK+npadi� — V 6)®hd'el�mi:nathminmain((IR)rsryi.duneFtimn(s)dvwtRousnr(]Rmealwl>#at#i'�B++aHb-•�daenNF.BCIRlutA6_RrabmisoCLtsaMdaq`mlbamg:s ��� s`��OMAL E� ���\ U\vF�RQDFUt(H 7JtialuidnPBf �eatmamadoaMNrluO�ybaa:g. /���� � l �� � �} `\\\ Tg 11 T L-d TCM: TCCL: Ba.L: Southern Truss Companies, Inc. Tnlss: All G SOUTHERN N. kin K1\YdY 2590 N -2 � Project Name: ThoD ig-wer. 1833-B dhc Fat Pierce, FI 34951 Date: 5ISM18 7:12.49AM hitiomTm T� CG 1PR1M1ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Par.: 1 of3 A7.7.1 [Build 2) base verskn 1565 0 Pilch Qty OHL OHR CANFL CANTR PLIES SMcirg YKIMPLY 0 5 /12 1 000 w I-" 000 2 12in 291 Ih, 45-8-0 4-0-0 343-0 6.3-5 6-3-5 E3-5 6-3-5 6-35 635 44 1 8-0-0 143-5 20-8-11 i 2610-0 33-1-5 39.4-11 45A-0 57 5x5 HS 18 - 6x6 - 12 5x8 HS 18 % 4x4 - 1.5x6 l 4x4 - 5x5 HS 18 - 40 - 3.5x8 - 12 4x4 - 5x5 HS 18 - 4x7 - 4x4 - 7x8 - 40 - 6x6 - 2.5x7 1 4x6- CJ8J8 JB DKI J8 J8 JS ® EE DKI ® J8 JB J8 DKI J8 J8 JB J8 JB B1G 0-0.0 0-4-0 6-35 6-3-56-3-56-3-5 635 635 f 8-0-0 143-5 20--11 26.10-0 33-1-5 394-11 45�8.0 General M Smnmary Deflection L/ (loc) Allowed (pd) BU&Cod. FBC20171 TC: 047(2-3) VACR 1.15u L/457 (16-M L/180 20 TH 1.2014 BC: 096(14-16) VALL. OSn L/999 (16-17) L240 7 RgMbrt—: M Vkb: 092(10.14) HxzCR: 0.19n 12 0 L70L: 125% 0nVT4a ;Yc 20 10 k (ISI1,1-3A) (2¢0,:13J2) (3¢31-il,$) (4:1.1254p.) (5",412X) (6";-12A) (7:1-125-BA) (84Q2.12A) (9J-12,442A) (101-IZ540) (I h4(1,S3A) (12:1-12,44y0.) (13:1-12j4A) (14:1-125-3A) (1500,34) (161-12j-$0) Reaction Jr Summary &90, BreRbh M.1AA RgdlkgWJh M.P-d MaxoFa tw M.V.W 1 Ifi(N61� I sh C..-Maxay 300n 3Abs --1,860' 12 HR.I(r ) 1 ISn - 3mn 3fi716s - -2A89 Materia Summary Bracing Su Summary TC (AL90S7013)Si2:6 TC&adt 9smlWi h6=44-O.Mido*by0h- 1.3 (AL90S2013)Si2�4 BC 124 aagx 9S(AL90i2013)d22x6 BCBreft SmWmM-.i4d0,M(nd.L by0h- wbx j(ALSO*2013)%2c6 (AL9M2012)02.4 arc I1.13 I (AL�52013)t22<4 Loads Saurwim 10¢ibwn d..a c�4�a�a®a m� ibad;haanNv�xwii�7-IOwnlefo4*s:g�refi sl:psa 160mphWimagE.p¢a.eC,ruF,'Fndzal,cebbsrq&�igCaestry8p=ImLaralau8 -1,860bs 109hs -2Mbs Ohs o��� i i r r rii� \\��\\P1J �\GENs�.��ii PE 76051 �1 tk 11 b 0 iO4 �F— s0ArAL NG 13pig�i+e d.� I ,vy,., �is.Co (051 11Q_9'/3b W z �� I W •. �g N \ � � Cf O ya`� Yf S9 Y° 666 6 fioll qq r P 1914Y°L° h& b kin., n i oC BAY 2 2 E Yam. CJ� M N e� CD 1915,�2.2A 22222 �g 01 NNry NNNNNfI ntPV tiNNNlp`l t�v fdV nfl t`,lNtS NNelNNNN VN Ntvv NfPVNNt�! � NNry N[PV NNNnNNle`lNnt�SNt4l tpYNNN�I tylry �i CPiN NNry NclMNt�'�HnN � dd d ddtl ddd�� fi � nQ M YI �pp �d��C 0 Y • N Q .. .� {..j y ood Coo ..n_.X `-" ��y S ..�o&B$S�g�g$BgggB$g��ggg&88�gg1&ggB��ig&8$� it _ _.h d-�_E_ � fi a, �o ��gBgggg&��g�g 018 E Southern Truss Co>rr1(panies, Inc Russ: A2A 2590 N. kin N1 wa °� Pr oject l la=: 1833-B SOUTHERN Y Tnj%Dc*5 xr ct. 73t1 j 55.. Fort Pierce, F134951 Date: 5/15f2018 7:12:51 AM C x sot TM Tn� CGMPAN IE5 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 2017.7.1 [Bw7d 2] Material taha9e ve aion 156i Sew Pitch Qty OBL O}1R CANCL CANER PLES spacale N%T/PIY 45R0 5 /12 2 00-0 000 1-" 00-0 1 24 in 2611b. II II -M a5aa 1-4-06-6-0 7-0-0 7-0-0 7-0-0 , 7-0-0 7-M 313-0 38-6-0 F 45-6-0 5x5 - 5x6 - 6 7 12 12 5F— �5 3x4 ! 3x4 \ 5 8 3 x5! 4x5\ 9 4 m 3x4 / 3z4 \ 3 10 4x3 \a qo 3x9 / 7x7 I 4x5_ 11 T19 18 17 16 15 14 13 12 I 20 7x6- 4x4- 3x7- 3x4- 3x4- 3x4- ,x4l 1.5x5 I 3x4 - ' 1 0.0-0 6•B•0 74)-0 7-0-0 211 743-0 7-M 7-0-0 1 13-0-0 15 M 22-0-0 24-6-0 314" 38-8-0 45-6-0 Loading General (.SI Sunmiary Deflection U 0oc) Allowed Load (pd) mjaco&! FBC20171 TC: OE2(8-10) V aL 054'm LN58 (1415) L/180 T(3L: 20 T7i I-2014 BC: 0.86(18-19) VhM 024il L/999 (1415) L/240 TCCL: 7 RpMtrl—: '@s 3Yb: 093(2-19) Ca dcML_ OD2nIF 21./999 (1.11 X/12D DOLL: 0 DOL: 125% Ca./CALL. ODl nip 21./999 (1-1) 2L/120 I CEL: 10 gnQt 017h 11 I'heOTses(Jn�l' gk (t314�-IA) (21_123-1,11a (M-12;WA) (40-11,1.10A) (5:1-1231= (600.39A) (7:1-1238A) (8:1-1*172) (9bi;1-14�7-) 00:1-1231� -W(113.83109a) (I2043-M) (13:1-12, ) (14DA,I-12p.) (15D4*-SA) ohl-Izj3J1.) (17D-02-0al (18:1-123-8,0) (19:1-1738p.) (20043Q9a) Peactiol� Suumntry JI' Type� ftCombo BmWih Mabhl RodBmWih M.R®d M.r-vlw M.V"Ll& M.LM M.Hii 20 lfi 1 8n Ca Maawy 300n I$186s - -781 bs -781 bs -134Is II FIRa1 q I 8n Ca Mazmry 3DOh I,7II is - -736bs -7361s Obs Ma rift -Summary Bracing Summary TC (AL9362DMft22:4 Mpe TIC&aBeg 9xalbi«1laimas2S-0,Aaindgmbyasas 901 S¢JMS0i2313)SS2z4 , 13C SP(A19C6-2013)72b4 aap[ on-i'g 9.dithrlmm411-0,7laisdisby0soa 11.14 i(A19CC&2013)S2s4 Whs SP(.4LS36-2012)ISN4 Sur 20I3)if22x6 Loads S I)Thbbashasbo�,(=ry sdmpWfmt—Trsdxb IOpfbwndnrd W dO.&dW& . 2)Thsnmshasbi 1;clf«txdf�ofxid hs�naoordsa¢c7i49�7-IOs•7ikkkcvgurdd>niipt1(Ampho4�skEgxiareC,FvyFi�ad,CsbL#Tp,&idfr�Chtg«yli(I=IDO),O.valBliB Dim40flx4733'TMb-15ftibEndZ« TngNcihecAu,boxsdaedOQrILD,CCZm Wdh4fl 3)M'F— 'badbgi,a.-ta-4TBCT.bE1607.1 humb—pp5al Member orces S►unmdry Tbtr�eM�aminmaxca.a�a.hlra�<m �.ap.ra�rdermm6anmmxa,hlr«o� TC 1- 0S12 &la 0-bs 2a740-33b6om-;1196lan 05M V166s 3- a789-29111s 7S a782 -2331 b; �` M DC 1112 0.495 2971 hs (4,435hs) I5-16 060D Wbs (424h) 19-20 053 551 bs (-254bs) 1 .13 OAM 2,971 bs (-1,4i5Fs) 16.18 08R 2xbs (-1,166hs) gal a>S 5516s (-252 bs)—/�--` 13�15 0457 2b15 bs (-1.1946s) 1&19 O.W 2Mb0 _1-Wh.) GE(V Wtm 2-'„q 0332-Ifi446s S16 0395 -782tm 8.13 a173 425 bs \ V �` ��`\�� (a3ls) / 2-I �9 0930 2358bs (4,1526s) 6-16 0352 614 hs (-314 bs) 1043 0.495 -399 bs 3.h�9 0 53 19S bs (-97M) 7-16 0136 20 b; (-257hs) Ia12 ow 2D9ls / PE 76051 3- 8 a467 -377b; 7-15 a475 636bs (-270bs) / 5- 8 0.163 4016s (48bm) &IS a427 -947b, Notes t I IAoN.CE A% ~ 1)Thedzgshb. 7-10asM—ebytr�77Fbiia&AlhgQ& \ ST 2)v6'ICR.M hied.-iad la,hmmmld9hi«mde kO d*t—pm°4n�xoordfi*-dswdadYed,—p-.d Df LL+(Fa- gRD xD(J—od.-WhAl, / 1. �(\ 3)Ags(ry muol mr,Cq�I.i3yhasbmapp4dbt yhehclmim p/S'+vefuazguifidbykhussMamdamcpcATO/IH I.MS6n242 0 4)ftvdod�a R+BobPtt"oai rQl ��/ j 5) ®Iu oxitaus� lreai6(Q-R)raryndasinbreim(s)d,o+nRowssd'CLRrmsbads),nydibar,yhaeclseDwEBC[,RBRACE F«atamvabclx ameG.yvwlt.adng-� I/ �S �``lll_111Rllll'JJJ� 6)[,acictdspRls�®rebamimMNFILSOdylndng.//// S OA VA i t47R�A¢{ryonc� 9elhefiasidvdbtrwanamamr.T offiuirL.dsln xihaalmdapsa'veandrapuerorsaQpfclbykTnmsMaiwfalmaM rdissymha naacy aMmrnpta�wtofteidmmumsaGyhbykRaiiig BllanMBleakly IL+ypcAsalonhis w.L¢rdmesampmoacofprofesuslegimig�vrd�saNyf«fenm;aax�gmendsgndswnSreF�vpogaMk'InTabnlnforrmgnScGanalN:e")ngef«adGonmlbfmso@nAlm«nbrphtidelhe yvyFiig.if76a51 nmrtdiaa�mibySm Smg-TeCanpa�Irchemtdana�aAiE92-2762.AImrv�rplaBmt20pygemis:lsry�.tdelphes'vG6fokmdtya=l8"4hiisid'raoan l8gaugephq«StlIB',chJiid®esah�Seeius l8gsugephe 259DNIG 3FFhR A3195I U.d TCLL: Ta.: BQL: Southern Truss Companies, In c. Tivss: ALB 2590 N. kings Highway SOUTHEA N �) fi",�, wrlTress TRUSS Fort Pierce, Ft 34951 Date: 5/152018 7:1261AM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 100 2017.7.1 [B1dld2] iahase versiOa 1565 an Pitch Qty OHL OHR CANrL CANTR PUPS Sgacinn. WG1'/PLy Pi0 5 /12 1 040 01" 1-00 0-04) 1 24 in 2441hs 45-8-0 11-0 7-1-12 6-0-11 _ SS-9 6S0 9 6-0-7 7-" 1 8-5-12 14-6-7 20-0-0 26-6-0 I 32-1-9 3&2-0 45-" 1 4x 5x5 - 5x6 - 17 16 15 14 13 12 18 3x4- 5x5- 3x7- 3x4- 4x4- 3x4- 5x4 - 61G 0-0'0 0-0-0 11�-0, 9-4-0 9�-0 6�-0 9-3-14 9-0-2 �17 1041-0 20-0-0 26-6-0 35-11-14 F 45�-0 General (A Spry Deflection I✓ Ooc) Allowed (00 B49Cadc F8=17/ TC: 094(10.11) VACR- 062b LIM (I2-13) L1180 20 TPI I-2014 BC: O89(12-14) VriLI. 024i, L/999 (12-13) L/240 7 RgsMbrfngessa: vb Wb: 094(348) Cam/aa11. 0.01h X1999 (1.1) 2L/120 0 R(tt-: 125% Cardc)II. ODIn 2L1999 (1-1) 2Ln20 10 H-CR 0.17b 11 k (1314y1A) (20-P-990.) (3:1-10.442n) (40.11,1.10A) (30Q0.13]2) (60O;3.9A) QJ-I2j$A) (SOOy1322) (9fl-I1,1-1072) (1000;4-13,%) (t I:K44J0.) (I29Q}8A) (130-42OA) (140-0,1-W) (15:1-1233A) (16O.Q2-M Reaction Summary 2i TyrcI BMCanbo &gRidh Mmw RgdBsgW±h M.Rasa M.0 vUpM M.Uw1 Bt M.UpIt M. Hbk Is V.(%9 I 8n C—Ma!M 300b 1790bs - -781 hs .781 bs .122bs II HR04(r�) I Ish - 300n 1(,ZILs - -736bs -736bs Ohs , Materi , Summary- Bracing Summary TC yN(AISC6-2013)RZh4 TC&amg 9.t da Rd..2-2ARe daBnby0f m BC (Af.9Ji2013)SS2x4 ersgt BC&adt ssmt dmP f-0400,Haisdepby0I— I3.16 (.4LSO5-2013)VZO wbt 9�(AiSC:2012)932x4 side j�(Af.93&2013)R22.6 Loads dmarmry I)Tbi—hss`�dmtydr.,Ir T¢ deolopdbX—d dF b'dpk dmdba& 2)`Tbb�hubdmde�df«hedfasofaidlvd;bamda�sW�.i9FI-IOssbfrcfatn�guadfr�ipe 160r�habmgE<pweeC,fidy Fiabad,GibLifp,&siLgCaeg«y1fQ=IDOZGealBgg I5ss40ftx473i' h=ISfkME,dZ—Tm�N*..dw.bma�n(IrIL0,OCZ—Wdh4ft 3)Mi,.— f buV gnaoortfarms. MCTabb1607.1 I- mbmsappld Membeorces Summary TabbMasManbrlgmazC9,mazs df«o (maxmrtpcfa¢fddfaassfimimaxazhlfg a) TC Ir2 0.611 -02bs 5-6 o677-2,430hs 8-10 0.716-3,I24hs f f 1� O1650 -369bs 6-7 0672 .2,216bs 1041 0940-3;331s \\\`ll' 3:• Ob69 - bs 7.3 0662 -2,433 bs BC I20.496 200b,) I4IS Os7 ,1561(-9686s) 17-18 052 �'b(--23bs;4 0836 7543 s 264b1 S7 a12499M-1(-1231bs) 8am bs (7bs\�\\ j\N NYss 2:8 0312 633Is (-SSObs) Sis 0240 -594 bs 8-1/ Q262 zi is 2\r�_i�-- �\�'Q,l.-./// l s 0942-2,33)3s 6.15 OMI 6031s (-22S bs) 8- 2 0.1st 444bs �� Y_. GEN . + 15 7 0.086 271 Ls (-160tc) (}� �1 (-A101s) 7-15 0.164 -M2bs IW2 0096 299bs (-236bs) �., V� \ �. 7 0.172 422bs (-I 18M) 7.14 O336 633 hs (-231 bs) / Truss -to Connections Su m xu y PE 76051 M a6dTmss Cartvi*`rms C.,A*Ctfa Artgb I Notes: rM "hew73-B alardmlddksimdBeIGo F.ekaapislraepmnyv2.54 orddlmnidrbd®als2pd7,0admgpaduDil ll,+(Y.a.l)xrlfl lIisa®rdanrsl�A1�9/fA 1. % �±)` I) agnabwscA0—,I byf.M7FM3JQ& 2)VnCk..dF Q,C3)Aqmfgvp I1 1-7002Snm2A2 / X \ R STmssbatEs ��'afo« 6norJt Alasr�«uha9,uualm..4n�aitpos+dn+ocwlesmssmsmnaws�fesswnnlnl�so,s,may. /�i �� ' `1�i 6) ®1Dndmismnvons Inmfain(QR)st;punlnstnbaan(s)dwnRgusofC(Rnoaa ehdnbveylr^ad,aDW®QRBRACE Fr«elmmdMsoC[Asanddegomlb.Kigae //I/ 9'ONAL d�r 7)U.e. onMWFRSUybadrg ��// _ NMOMEAmpyorh falbefume bt�ea®mmY-ar.Thed-S%iofhuisdihalhxaFbazdond�satrbanisyuimru;cgpLdbyfeTnmMaredadcaandrdaspmnramr�g'andmmplm�gofixidmminA�f«hbyh��ai(e Brian E Bleakly flgj rA�slagh's' wry;id'maao�asnvfpofw.aolmgianSg+sgsusbdiyss4iyf«1w:nss¢.mtvicah�gndswnSshemcpagmsdlc-fnspswenlM in�CmcalTls�'pnber«add"romlbrmrannAlmsrKmrph�distbt $qua if/6os1 IL marbfidmdbySn>mso�reCms)sincna®rdaslxuBSEq(-z76z.A1musenrp6eeseXlyrogGsnL�les}ulph�iea'srosmlys=l8"nn�isid'rasan lsppug.�st«Stl1s•,wnfiid®esah�heon lsgaygephe z�90NwrosH H3795) Southern Truss Companies, Inc Truss: A3C 0 X ki 259n H wa SOUTHERN+°� � Y Pr(3ject I3ame: 1833-B TntoDLsiper, dbc �I TRUSS Fort Pierce, F134951 Date: 5,/150018 7:1252AM can Soh>borcTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 Of 1 Tnto vemofq 17.7.1 [Blnld2] Material rbase 3+ersim 1565 Span Pitch Q(Y OHL O1IC. (ANTE CAM'R PLIES Spacing WG`f/PLY 43;110 5 /12 1 0-0-0 0. 0 1-" 0{)0 1 24 in 232 )bs 42-2-0 -4-0 7-1-12 6-0-11 5-5-9 6-8-0 5-5-9 6-0-7 4-0-0 5'-4-0 8-5-12 14�i 7 20-0 0 264" 32-1-9 38 2-0 42-2-0 5x5- 5x6- 6 7 12 12 �5 5F 3z4 / 3x4 \ 5 8 3x4 / 3x4 \ 4 9 3x4 / 3x4Cb \ m 3 0 T tV 1.5x31 N „ 1 0 I 3x5 1x5 j 1 1 T19 T 18 17 16 15 14 13 12 5x4 - 3x4 - 4x4 - 3x7 - 3x4 - 3x4 - 3x4 - 3x61 1 9-4-0 9-4-0 6-8-0 0-M 9-3-14 6-2-2 1 -0 104-0 20-0-0 26-6-0 35-11-14 42-2-0 Loafto General CgSunnnary Deflection L/ (loc) Allowed toad Cod) BtigCode•. FBC2017/ TC: 06.5(i5) Va(R Mi. L/999 (17-18) L/I80 TCLL: 20 Tt11.2D14 BC: 093(1345) AMLL. O.I7n L/999 (17-19) LrM TCOL: 7 RgiMM—: V. Wb: OS4(3-I9) Card/OHM 001n 2L/999 (1-1) 2L/120 BC(L: 0 OOL: 1255E C.UCHLL• ODIn 2L/999 (I-1) 2L/I20 BC(L• 10 1br ck 0.14n 12 1%eC0'ffi(3 •YN1€k (13I4;2•3A) (20-103.1190) (3:1-104=) (4611,1-1Q121 (5",3.13j2) (60U39A) (71-12,3-M) (8",3-13A) (9b1I,1-10g) (Ia1-)O,.M (I1:1-1231y0.) 0234ti8,90.) 03D-0341,0.) (1400,I-12A) (15003-8A.) (Ibcl-123.4j1.) (17002-0A1 (I8003-803 (142-0341D3 Reactio Summary JT C—b. W% Mabel RQdBrAMW M.Rm Maxeav M-V*AIM Max MaxHis 19 p1qui 1 8n Ca Ma—y 300n 1(Slbs - -719W -719 bs 169 bs I2 HRo1 I 1 Sis Cm Masxay 300h Ij49W - -Mb; -Mbt Ohs MaterialtSummary Bracing Summary TC A15:Y 2013)L22r4 7CB.&g 3imhaluBrGsat'�2-0,Rviidei�byOhos BC AI91i2Di3)M7x4 aopL BCBmaV: ShmMmRa6caL5-20,Rufn&*by0l- 17-1 (AL90&X 3)SSN4 305-201'-)ON4 I(A Loads Syrnniary gTh'sruslasbrdgmdr ardaeb 10p4ba dxxdMb dpirdmdbada 2)Th6badms6�{sday�elra<t�raaorvidbad;bam,danswL,�9�7-lft,.h erolmft—drheipcl6o,Rphub t;ET aC�Ri]yEd�lcebblraaab Ctga yn0=IDo)0—I tlo 17as40Rx47.3 'T =1sf(t4xE dZ—Tn.4tiecmdxx b—Oae DOL—lao,ocz—wdh4fL 3)Mbbaxnaa��¢Wdirgbmardano:ssOsTDCTabkl607.1 t.smb—pp6d Member Orces$unmlary TabkiemmMmbalgmaxCSI. a xblfora;(nu pr.fom CdhTmfmmmaxaxnlfom4 TC 1- 0596 b54bs 5-6 0648-2j641s 8-10 0533-1y81bs 2- OL35 -846 W (17 0645 -1904 W 10.11 0320 62 W 01 bs) 3- a648-2758hs 7-8 OM6-1984hs BC I�'�13 OS76 ISI2hs (3346s) IS-16 OM I,750bs (-849ts) 18-19 05I2 7,5716s (-1390hs) I I5 ON I I W (-994 bs) 16.13 OS25 22221s -1.191 Wl 19.1 0367 691 bs (•255bs) Wbs 2- 02M 631 W (-538hs) 6-16 0231 476Is (45M) 10.13 a184 453 bs (-109b;) 3-9 OH38-2A73b6 7-16- O.I30 319W (425hs) 10-12 0576 bs Ts �1 �j 1V 1 , pC i \ -2,075 3-�)4 0A90 283bs (-221 b) 7-15 0.147 363W (-/AWI II-12 QO70 I27W (;36W) _ \�\Q—\ /�I sigk aI79 441 W (-13oW) a Is ou7s 220W 0249 -W9a-13 0264 -239W W i PE 76051 I NT�h'suede{'m1; Wmk9CE7-10.,,fmaxxdtyte]l171�Bdf°gC°de 2)VnOiaidl�CRamhwnaiardl°remsalddhr'asdmbiueWdpLstmegian�pomuordd�ndumdmdWdmmpsmtasl]dl_lL+(Kv-1)xRii LL'nmmdanm�hAlSf/fPl 1. 1 1 ) 3)Agia4ymm°7 ar,Cq=I.13,hastxmapp6<dolglsbbbalnvabmasidbjAeTn sManufaoacpvRHrtli l•X102Soss242 4>R°m�6a^agabp a expadr 5)®Indiatssxiwnabbalsaaix(CIR)rupsidmfxbm6x{s)shwnRmssofQltrtaL�bmdapredyda8omtyFrdod,snDWFbC1RID2K£Rralamixa°ClRtanddegomlhamga —_ `4' M i .S 1 6)LiaduWup ©�sb � 4 R_\ s/ONAL Il10 icncEAwpyofdic ASm1mh's daebe6anaeablem>m,maraaxn�mc�,ornscs,;mat°�at��,lmd�mav;samr e�sR,kebyb�Tn�Ma�.tameaadrea 4,� ammm eS aeptsraorPofasxalegimigsgso�ym9y'forlx;nesaxriponexd�diawn5slruac tie^( `W0" 'f°'aag' pWesothebrnna(maarubb�6cBadiisg idimxsa mporantaro,Lab„scx,xralbt�^pageraadm:,al'oroaaa6x.am�amxpt,xa�°16e BriauM.Bleakl y mamdemdbySmp wee mSovgTeOmpany(rcisaamdasmudiF$t-2762.AIaxum rpbssam20�ygSunL$Aeg¢fdp4es've'sfo4wdb�a �lff'ahih ld'isuan l8�y�-phgorSCl$',vhih idiaaafiOhbean l8�sn�ephe �,u�•;�6os) 2590111Ges R E34951 r lmd TOLL TaL: BC[L: Southern Truss Companies, Tic. Truss: A4 SOUTHERN 2590N.kin�Hi�lway Prty l-bvne: 183343 ThwDesipmr. dhc TRUSS Rn Merce, Fl 34951 Date: YJ522018 7:1153AM 21 so1111io s w Tnw COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pw: 1 Gfl )17.7.1 [Build 2] (base version: 1565 1 Pitch Qry OHL OHR CANrI, CANPR PUS Spacing WGIVI.Y D 5 /12 1 000 04" 1-0-0 04W 3 24 in 25O N I 45$-0 1 4-6-11 —I 6.1-7 4-10-9 1 5.10-11 12-0-0 16-0-0 + 23h-0 z6-8-0 34-80 40-9-7 45-8-0 41 5x6- a 1x41 5x6- 19 18 17 16 15 14 13 Y0 3x4 - 4x4 - 3x4 - 30 - 4x4 - 3x4 - 5x5- 3x4- H1G 0-0-0 0-0-0 �1-4� 7-" 9-0-0 i 54-0 5-0-0 9-0-1 7-11-15 �1-4•U 9-0-0 18-0-0 Not 37-6-1 45-8-0 General (A Summary Deflection L/ (loc) Allowed (Psf) BBgco&: VBC20171 TC: 0.74(9-II) 1h at. OGin L/840 (1}14) L/180 20 TP11-2DI4 BC: 099(19.21) V tLL. M, L/999 16 L/240 7 P pMbrl— V W6: a78(9-IS) C.WC iTL• p02hU' 2L/999 (I -I) 7L/13D 0 COL: 125% chwaim-- ODI hU? X./999 (1•I) 2L/120 IO %} CR 021 n 12 k (13-142-IA) (2D-I0,4-19Q) (3:1-14,49g) (4411,1-1072) (504'4372) (61.12A-SA) (/DA3-k'A) (31-123$0.) 004313,U) (100-11,14032) (IIDO31335.) (123$4-2y0) (130034A.) (14M-Op.) (ISDQ3FA) (16OA3-M) 4x31 Reaction Summary Jr Type��� BxC—bo BAVAlfi Maehl Bod&aWdh M-PT Max Gravlblfl Maxl"tw M.Up i M.Fbae 20 Pn(Rh I sn Ca Masaay Mil 1,762ha - -781 bs •781U 4IObs 12 TfFtol(r ) I ISn - 3DOn Ifi95M - -736hs -T36B 01. Materia -Spry Bracing Summary TC 5?(AL972013)M2x4 aqx TCBMdrw sitmba1«Baisat2-K%fidtsgnby0km 10-12 4'19-97G2013)SSb4 BC 3(AL93S-2013)t22.4 BCBaag -%-f d Wba 9(ALX2012)A3a4 9hr �(ALSX2013)A22,6 Loads Summary I)TR—hasbd ,yWf«lydf—du-10pibo dimdr.badpksftdb.& 217W.v hasbbitdag�f«fKdf�ofwidked;naonrda�t 7•IOvMttefobxiguadirt¢lip¢160mphWimkEyx�eeC,FvyFitde�(CabhFigBaliggC9�uy11(t=Im),obaler>e MM40ftx4733i�,h=ISfyWBdZmeTnea,Tliheaduemrai �BQPI60,OCZmeWdh4fl 3)M•nmunsaa-*ba&tgnamada—¢ A TBCTabbl607.1has—b.m ppfid Member orces Summary Tab id ae Mmdx illmaxCS7, ,xa.elyda(maxmmpero ¢addraeu6om maxazalra o4 TC 1• ails -374hs 56 0667-2,542W 8-9 a701 -7TWw .. 2- 0334 •436Ias -O-2,419b0.741 3,1106 3� 03-324a 748 0M4-7,419 h11-12 OS_7.3.179h BC I2�13 0,I- Z833U (-IV6W) 1617 0911 2,293bs (-IA74 ba) 20-1 0510 3ssm (.101 hs) 1 15 09, 2,718h (-1;711 In) 17-19 0989 2651U I,365hs) hs 1 16 0926 23120.090M) 19-20 0993 2fi92ha i-I 17U) Wbs 2- 0126 395 ba (-32SU) 6-17 0207 5096s \ \ GEIy i a743 2b27bs 616 0.157 381 hs (145 bs) 91s Q719 5986 �\ � �\ S \` (-199 U) 9-13 a128 316ft 3 OD66 1611n (43bs) 7-16 0324 -272bs 11-13 OfQ 200h (il W) 5- 9 0.115 2311as 8-16 0.137 337 tc 191. - / 5- 0.(A7 -535hs &IS a219 546ha (-170U) — PE 76051 Tt uss-to- M Connections Summary i 1 In C-idT. C-YiMTs s CnnisQTm Npk M i TT9 A4 BIG 4-5-4 270ft i ,` /' S'T Notes: i _ I)Th's tulms9aJ��E7-IOaztdmt nlbyfKW 7Arii»BudfngCa& O� R� \v z11h,c7cam aRfamlaadl�.nlncbc�mdW+frmamnt�rsDname®dtngampwdasTYnua(w_q.onTuamaanr+Alvrtrll. // F�(����__�� \\ 3)/gteiymoo�l ,Cq=1.13,hssbmsapp�db6ephehtralrt l-i� Vag-JIYkT—M.wA—pcA119IMI-21D s in242 � " v \ 4)Tnffib-nsmkrmn'sr«padiaatittrpminmN Alm,g,«oLaa,nnalcuu�m3�all�pwilaloa�fiaoeximm natdstSaiaix,t i,tcRasmsaianay. /S/QMA ��N\ 6) ®mi�aans6v�-aICIR)t yuiulashebreeon(�shwn8ow ofClRmuahadg,ndi'd'xguul5'bmod:x6WtBQ]tBRKE F«elamvubCLR aod&+p�rultra.� / D CE 7)l�aidup baafanMWrRSCdyha&g N7nCEAmpyofd" tdulhfianBadbfwao>unmmaKr.7lcd_senoffwid'rcdualn�'sba.aimdepnao%e 1rslu:unmssgyldtyfKTn�Mendaamanid�tgmteaomraqardm(npluxtaofttcnfmre6nmforhbyfcBuitig Brian M. B1C31d Rye•Asmlonn'sNLusneid'asian�atnoflrofmixnleghmiigr�odrSrysaiyf«IrtusmmponondeignshwrtSslxme•pag�nlln^Imp.ortldumairiSCmoalT•k»"�gef«addromaln! 6nAloxa.mrpats�alln y nandancdlrySmp,�n9mg-reCmSem;ironamdas�¢satsTSt-2762.Alm�vm«phasa�e�ppw,unim;da-sp�idphes'ee'sroA7+dlrya •=18'uhfi itdatcan IsgaogephK«Stl Is;rhdtidae;ali�bein Is�ug�plse 5°>nT'r-'n6Qit 2590NIG¢s11eh FiT'ao;n349SI dt 1 T Southern. Truss Companies, Inc. Truss: A4B �s ti 2590N. kin�Highway Paject Name: 1833-B .SOUTHERN TnWL-,- r= dhc I TRUSS Fort Pierce, F1 3495 1 Date: 5/19=8 7:1254A.M zA s ul4Dian"3 Coal}SollentS COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pagc= 1 of l lknia ' 2017.7.1(130d 2] Material 1 atahase vers;= W a. Pitch Qty OHL OHR CANTL CA1rTR PLIES Spacuig WGT/PLY 4;� 1-0 5 /12 1 6" OLIO 1-" 0-00 1 24'vl 2381hs 42-2-0 1.4-0 4811 6-1-5 6-0-0 5-0-0 1-4-0 5-10-11 12-0-0 1&-0-0 23-4-0 28-8-0 34$-0 40-9-7 42-2 5x6 - 1 x4 I 5x6 - 6 7 8 12 12 �5 5� 3x4 / 5 9 3x5 / o 4 m r Z3x41 4x4 / 5x4 % p1 3 0 1.5x3l 1 vo 1x4l 1 3x 11 - 2 T20 19 18 17 16 15 14 T 13 12 5x4 - 3x4 - 3x4 - 3x4 - 3x7 . 3x4 - 3x4 - 3x4 - 2.5x6 I 0-0 0..p_0 7-8-0 9-" Sd-0 5-0-0 9-0-1 45-15 -0 9-" 18-0-0 23.4-0 28-5-0 37-8-1 42-2-0 Loadi[>g General GSI Summary Deflection L/ (loc) Allowed lmd (14) BbI0&: iBC20171 TC: 066(35) VAM 049u LM55 (18-19) LI180 TCLL; 20 7711-2DI4 BC: 096(19-20) 3M1L• Ol7b L/999 (1&19) L/240 Tom.: 7 RPMbl—: vs 032(5-17) �L• OD a/OHTI bLP 21.1999 (1-1) 2L/120 BQL: 0 DOL: 125% Can/OHt]_ OnLP 2L1999 (71F1) X1120 DCUL, 10 Tb.M. alsh 12 PheOfigsl 4H8} (1344y3p.) (24$4-1y0) (3:1-14,49,2) (4041.140,U) (500}1322) (6:1-123.8A.) (MA3-k0) (3:1-12j-M) (9D0,11322) (IQI•IS¢9�2) (I I:1-17j190) (I23333y0) (13"-1-8/1) (14DAI-12A) (1500341A) (1600,18A) i (17003SD3 1840.1-1203 (19DQ1.80.1 23-0A.1 Reae io I Summary If TW B�limboVdh MexRw MaGav M-WM MaM-R k 20 Fh(VA E;2merr3D0b 1�5k -719s -719 bs 157bs 12HR O 8n CM—vy 3DOn j1M - 632bs 682 bs Obs Material il Summary Bracing Summary TC (=2013)#22x4 TC&.&g Shut da ft.V 0-TABxind�by0las BC (A19"_'6.7DI3)62h4 BCB&adog Sh tndoftdisx14-KRA d,gpb/Cfm ViN (AL2'62DI2)l/32:0 Loads Smrmrary 1)Thiaushssttt����� dagmifortedfaEd�b10psfbotxndxxdFefsdpbsd9d kmdc 2)ThRruahxs d�fartndtes ked;cdu6 rm�hi5E7-lj6O,Cefo :dh4fL rel:q�e 160mphotiretE+gxm.�CR�'F+abni.Gab6Ffp,133 �ebvyR0�It10),GcnlBgg LLY. Sis40ftx473 Tramd Ith�151(WFndlmeTn�Tiicadu�mrtdeffiDQwItD,�7meWdh3ft 3)M'V— agw&b( gh..m,& AhMCTabk1607.1 Iosrotb—ppu Memb,J Forces Summary Tsbkidm�ManbclQmax(3,maxaxidfaq(maimnp.fo�Td3famfommsxaxuliov) TC 1� 021, 3511s 5-6Ole$ -Z21 bs 8.9 OA27-2039bs 2i3 0321 454 bs 67 0L(10 •7,026N 9-10 03W-1,7346s 30662-2.7276s 7.8 0596-2026bs 10-11 0331 57 b, -AQO BC 1 13 0&7 714bs (-457bs) 16-17 02M Iy95bs (-IMbs) 241 0.495 3571s (481s) 1 15 0347 1,3171s (-Ip14bs) 17-19 0933 2,666s (-I j26bs) 1 16 0353 =1.-922bs) 19-20 0963 Z469 bs V.ft -1.4001s 0.I23 389bs (-316 bs) 617 0210 517 tc (-rbs) 945 0l94 127 bs (-71 hs) Q� 34 Ob73-2,3,4)bs 616 0.108 266bx (-199ts) 9-13 0401 -539U \�\\ 2�1 - 3 9 0056 161 Is (-41 bs) 7-16 (1322 -270 bs 10.13 0.473 Ip42bs (-Sd9Is) 9 0.123 303M 8.16 U4 5 384bs (-245hs) 10-I2 0479-1,737W \� �}�. ,GENS 5{ 7 0.720 -552bs 8-15 0.1 I3 291 bs 11-12 0032 -105 bs PE 76051 / � � 1 I)Th's�kbawlmA�B7-IOasirfeumiby1nE77FtxiiaAdLgCode 2)WCRaad1b4 4)AginR RareMenalandhacamlditn'nsduebFebsdplsfea¢pmmpxueofdeAmindmdydtodoxnpmlasB'D LL+(V-Ilxtlfl A.namdaanWv wfPl 1. rei--tea btepheheal�ar ,mwla:azsFlvfdby heTnnEMaredeaxcpeA*9DA 1-20028abn242 ti.(,a M : ` � ,\ ST I ��®fiaieuahtralroraia(CIR)'eui'siadebc+z Q (s)doanRaasofQRnaebnb�adi'dagaaN6raml,ssDWEB(2..RRBR/�ForabnausabQAsandd'a�nalbramKsc / � / rl1 6)L'eadw:dup ai+sk,�mMN'FRSO+ykedr�. jYs/, % 0" ;�� (A., �_ R1 111110 1J7fI�Anq�ofdra'hgnfialbe6anHdbheaaEonmrtau.Th.isofhi:nt'xiS¢Irua'sd�vlmd�ocnadnpuvmu:s}VFdbyAeTns:Mandaa�vaidn5ssnhea aM aaaaa. mry�lausoih;nfam+rcnslfo:fil+ldeFLidig Brian M.Bleakl y Azlmb's id'axsa f mnlximadagnsM+.nBaiemvc he'7 ig azpcuxeo pmfesoreleg^�^g�omb5y!ol+i'f dents paga�d mpanntlnf 6xi8:Goa+alN.rx"eta-abivarelidmmaronAlmm®rpbssdolle u9mg•TxfmipanylrcnamdarixuEiE4t•2762.A1¢aemxpFae;are�ynyrwksde�vlidpbtsoiafob�uafbla'-IS"ufiihrd�lsan Fua E:neb�6051 mamspaoaMbySm l8�s�ephSorSY13",uhdi nd'aa<ca h'ghnsan l8ppigeplae 290T1ivres3inhRW¢Fl34951 i Southern Truss Companies, Inc. Truss: A5 SOUTHERN� 2590 N. king Highway Projat1�G113,e: rrri>srk�3�r: 1bc Corr _sojuhonsTm TRUSS Fat Pierce, F134951 Daie: 5115018 7:12.-55AM 'COMPANIES (800) 232-0509 (772) 464-41.60 (772) 318-0016 flax Page: I of 1 Versiai 2017.7.1 [BuBd 2] mat, ia1 batabase version 1565 pail Pi4 h Qry OHL 01.1R CANT L CANf R PUB spacirg WGr/PLY 5 /12 1 00-0 00-0 1-00 0-04 1 24 in 228 )bs L 45-e-0 8-3-9 7-8-7 I 74-0 7-0-0 117 839 16-0-0 23-0-0 303-0 38d-7 45-8-0 1 5 5x6- 1 1x41 5x6 - 4x3 d 15 14 13 12 11 10 1x4l 5x12 HS 18- 3x7- 3x4- 1x4l 4x4 - B1G I 60-0 7�-9 7-11-7 7 -0 7�--(I o-0-0 7-8-7 7-3-9 �0�1 83-9 16-0-0 23.4-U 30�-0 38�7 45-8-0 Lo General CSI Summary Deflection IJ (loc) Allowed Tmd (p-0 BUgcwd .. FBC20171 TC: ON(5.6) 1hICR 0&h LIM (13-14) L/180 TQI.: 20 TPI I-2014 BC: 083(MI4) VALL• 029h L/999 (13-I4) L240 TCLL: 7 RIPMbrl— Vb; V'1m: 054(613) iiaz(71 02b 9 BC L: 0 DOL: 125 % GepFaarK-2.0 BCDL: 10 Phearks(1 gk 0*12,1.9A) (3D-I%I-14;P-) (40-I,342p) (5043M) (694.3-IM (70.12,1-14221 (8:1-R31221 Reac io# Summary Jr T- mcombo I Rs(11S I 9 FTRoI(r 1 Material Summary TC I IS35-2013)r-2., SC4.2I )S92x . SCK2013).. 13C 9�3013)S52r 12-14 i VA. (AL9OL2012)d32x' siic �s,(A19 2.3)1: 8h Gm Mazy Mob 15b - Mi0 aa;c 4-6 SP(ALSIM2013)0.222x4 )bs a596s Bracing Summary Tm.&W 9imWE Pwfi¢a020,q%indL4gPM0 has Bma&� Shmftd.ft isw44A%.f.&4.byQhas l.oaas bmmary I)Th'snsha: d!*,dfarfxd-dx 10pdb—died%-i dpisdmdbads 2)Tbktusshas da�+�forf-Ta .NW In.&h ®rthnm�W9Ce7-IO hfokT vadS.al:rpa 160mphutimakEtpaaaeC,ruyFiaiud,Ceh1•ffj;9uiSig(3igaryllCI- IAO)paaiBUg US 40ftx473 fth�ISft ErdZ-Tn.;Niher 4-6-OeaDOL-IAD,OCZ-Wdh4ft 3)Mi�.-,s�D.1 icb.&gi.-.d.-,ihTBCTabk1607.1h-..tbmiappEd Men% orces Summary TaWndb=MenbaTQm= Si,m axWfuq(maxmmpnfm ddreav6ommaxaxulfaa) TC 12 0649 .3. bs 4-5 0393 -7y15u 6S 032 2-1 am bs 56 OM2 - 15hs 8-9 05Z -3299 bs 13C 111 0526 2979bs (-1,593bs) 11-13 Q819 2,599bs (-1,3 h) 14-15 Q449 3p05 bs (-IAZhs) I II 0.433 793s (-I 931s 13.14 OM9 2,666 bs (-1336bs) 15-1 0.482 3.405 bs-18253s NUs 14-14�I 2J65 QI33 327bs 413 M 311 bs (-242bs) 6.11 QI81 4466s (•51 bs) 2-1�4 0356 -8b bs 5-13 03D -375 bs 8-II 02M -496bs 0270 541 bs (-Imps) 6.13 0342 554bs (-265hs) 8-10 0094 231 bs ZiILS�t ItrRz nnectlons S<n mxuy 1D CnidTnss c-,i*Tn Cnnv:mafa AS BIG 654 ABb 270dg TTIO Notes: -7591s -98b -759hs Obs \\11111��/��� �\\ 4��• CENS4�'``�/i PE 76051 i � l t I u- M -o �\ ST �i j FsS <O3Rl` G� \\N ,n6n.jr«fi1ry4nBadi:g Brim NL Bleakly w�rpbes9slle 9va&ie476051 ISgaugcphe 2590N)G¢ffehRA6%T334911 C u Southern Truss Companies, Inc. Truss: ASB �+ s SOUTHERN 2590 N. IdnQ; lTigtlway Project Name: 1 £G1B Trtn9l igtxr -TRUSS Fat Pierce, F1 34951 Dare: 5/=18 7.1255AM �)„ T,, CW)p Mat Thm COMPANIES (800) 232-0509 (772) 464- :160 (772) 318-0016 Fax Page: ION Versia .7.1 [BuW 21 Material a ver9a> 1565 Span Pitch Qty OHL ORR CANTL CANTR PUB Spacing War/ply 42i2-0 5 /12 1 0-0-0 04W 1-" 0110 1 24 in 218Ils 42-2-0 8-3-9 7-8-7 7-0-0 7-4-0 7-0-7 39.9 &3-9 16-0-0 EM 30-8-0 38�-7 42-2-0 5x6 - 1 x4 J 5x6 - 4 5 6 12 12 �5 5F 4x4 5x4 / 3 4n 4 Z>3x4% N 3x51• 8 V 2x10 1 0 5x5 .L 1 T15 14 13 12 11 T 1x41 5x12 HS 18 - 3x7 - 3x4 - i 10 9 3x4 - 4x4 - 1.5x5 1 7-3-9 7-&7 77-4-0 7-8-7 39-9 Ir 8-3-9i 16-0-0 38- -7 1 42-2-0 Laadh General C9 Summary Deflection 11 (loc) Allowed L-d (I'd)Bd&Codc FBC20171 TC: 039(56) VnCh30.47h L/999 (13-14) L/ISO TC(L: 20 TH 1-2014 DC: Q79(13-14) \6tLL• 021 n L/999 (13-14) Lrm TCrL: 7 14pMhrfro : YM �: 076(6.13) Cam/08Tf, On 2LIM (1-1) 2L/I20 BaT: 0 DOL: 125% 0.dcFTLL- on 2L/O X/O BCD:.: 10 lbnck QISb 9 phewm(]n k (I1•12,1-9p.) (21-Ig243,72.) (31042,1.14,72) (4D-I,&12p.) (50-0;i390.) (60-1312J1) (71-1211,22) (53-8$2-572) t¢i-I 101-123411) 013,43.80.) 12DAI-I2Al (13 ) 14D02$0 IS ) Reactio' Summary 1f Type B.¢Caabo B,RWdh Maeel RodBmWd, M px MaxGav1w M.WMlw M.Ltm M.HA! I P53(Rh 1 Sn —M.,." 3DOn Ij55h - -696bs 696h 145h 9 FTRoI 1 8n Can m—q 3D)h IWlh6 - -705h -705h Oh Materia Su�nary Bracing Summary TC (A SOS-2013)U22x4 ewgt Tcmft 3,a4darAdrsae34QPla5,dsgilryOhaz 1-3 S1S(XS05-2013)M34 - BC 57I)}1t`AL9b2013)M-2x4 cape acla �t S- dah1 ksat4-7-0,P.WjSnby0h- 4-1 Wb, 9'(AL9C6-2012)ft3h4 Loads S Il� mmary I)Th—hasbmda-dfaf,edf'M&nIOpeibon,nd,mdW dIA dsdk& 2)TV-1-b dsbndfarfedfeEofv:dl naaadana;nh�9�7-IOvI,/efdr.:guaddrdipe ILOmphalinetE�v.e�F fj•E1st(sbL•Ifp,13,3fB�ty+o,yR(r=IDOAQaa1Bk� Dim40Rx47331 h-15ftThEidZa Tna;N*aadwthms&d.000=160,OCZm Wdh4fl 3)Mii.— �kadngneaa,&-4,tBCTabl:l607.Il--benappRd Member Form Summary ,a�:dmgMa bale naxcs,ma.axhrraa cm xm gr.rao a deraaafia a�xaxalraa, TC 1• 0575-3.4051s 4-5 0249-2,Wlb, 67 0852-2y2161s 2 0 447 -2635h 56 OM2-2A48ls 7.8 0650 -1704h BC 4h 0340 Oh I I-13 078,9 1976h (-I(RSSh) 1415 0434 3pS7 W (-1,766h) IQ . 0.715 1 57h (-99;4h 13-I4 0.792 2344 hs (-1 75 W) ISI 0458 3 7bs -1766h) 2• I 0134 329 h 5-13 0363 -382 h 7-10 0241 .717 h 2.1 0399 -ffiOh 6.13 0759 641 h (,371 h) &10 0719 I,T70h (-I/1041x) . 4-0 0= 542W (430h) &11 0059 179h (-36h) &9 O399 .1543h 14.3 M•BC/� 0153 377h (482h) 7-11 0291 460h (-206h)`�_LII� / Notes %\CENS 6�`��/i I)Thed�ne u,hSCE7-IOaud'eemib7trnJ77Fb�aBuE1:,gCade 2, lhTCRaMl CRmt—Sala,dW ormiddledysd,nbiv Wdp1.Am.pampmnofddk�endxt3de,db3(I,mnp=lasW 1Ih(I(a-11zLHI II.naaada,m f,ATSI/rP11. `�\ PE 76051 —_ 3)Aq.Tv-e0 ,Cq=1.13,kulmuppEdohephehealrecan¢dam,aalrsasspaifdb)I,eT„asMamdaampeAA9JIp( I•2DMSaim2A2 , ,� l 5) ®D Emno-snahealras�5n(C(R)rap,'raiathhc,ia{sld,uvLRwsof(IRrtvshadq,ndydaywybraa�af1WFAQ.RBRA�kraknae.QoCLRsanddnganitrau,gs _ ST 6)1.11dwwup ai' zah..TmMWFR.S0A1b d'n& l \ 70IVAL 1111110 T•Dt1�Ampy�roffvrt �g Aseionft66aw fAegj,d,aibefianii,alohasi maaaz.7Tr:d�ig„affro}driSalnesub nimdat.eandrapvarees>q,4dlryl,eTn aMandaWea,drd¢ and isLazs nztd f�o,rel fa6es3as W�^0' mnD>mcsnn,erdomximsakM,biheBuifig B aay,a Pa egimi,gn�ns�iy�8y mnpa,eud�dpxnSa;lx¢svrngrs,dtn'Irryax¢nidamomn&G.aalTbes"rygefaedSimal'rdm,mroiAlmmenrpha9ulhe BrianM Blea1(1y maadadxa7bySmr9rorrS-TiCom(n,0{rrcnaavidan¢wdiE92.2762.AIm�phaaa�p wG,mL�l,espailldpheme'sfok+wdbys=13'whih:,diarsen lSpdwephCor'931ffwhd, i,de,esa rigl,s>1ca,18&„gcpht��I 2 .O K K9hRK=R3495I Fed TQL: TM: BQL: 9 tflw Muter TC 1.3 BC wibs S3i Loads T' ` Southern Truss Companies, Ine- Truss: A6 dddhb�n 2590 N- ]d Ili Project Nwne: 183.343 SOUTHERN � � way Tn:�Dvg r dllc TRUSS Fcrt Pierce, F134951 late: 5115018 7:1256AM :rA` uti=TM Tnss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10f 1 IG113 [Bmld 10] Rase%=Ix : 1565 2 Pitch Qty OHL OHR CANEL CAWR PLIES Spacing VK77/PLY 0 5112 2 600 000 1-" 000 1 24 in 22.51t2s 45-&-0 7.6-1 6-515 5-11-8 G9-0 5-11-8 6-6-0 6-6-0 711 1. 19-11-8 26-8-8 32439-2-0 I 45-8-0 4x 5z5 - 3X4 - 4x5 - 3x4 - 5x6 / 1x41 30- 44- 3x4- 4x4- 30- 1x41 B1G 0-0-0 0-" -07.6-1 i I 94-0 94-0 6-6-0 � 23-01 32-8-0 39-2-0 45-8-0 1 General CR Sm»arrary Deflection Ll (loc) Allowed (Psf) Bli GCn . FBC2017/ TC: 0.75(6-7) VnOL 0.71n L1746 (13-I4) L/180 20 TA 1-2014 BC: 054(13-IS) VnLL- 031 b L1999 (1314) L/M 7 RmMbrt— b wlb: 083(2-15) H-Ot 02b 9 0 nOL: 125% GtvFkwry -211 to (1:161A6,11) (2:1. Z2 4,72) (3D-*9A) (40A"A) (SO-0,24)A) (60Ao -SA) (704,341,W) (8:1-12}I,72.) -'y ru 1 ISn - 300n If9065 - -7592s MY Sra&ig.Sum rmry I)62h4 eralx TCB,aaty 9-M( R f,.w2-741Witd.b,byOhes I)SS2a4 7-9 SP(AL905-2013)SS2a4 I)ah4 13CBm&g 9.f dwRdhsat4b4,AxindmWby0as. 2)Thbn 1 dq#.drasuf.idbffi&ha..d—*LA9E7-10ts/shfdml ob,4G—dipt I60mphuW.,%Evx (-Fk, drd,G361,FfµBuiGg6¢vyB(I=IDOJ,Qea1B8g Di%408x47>♦h=ISfI,Nx&dZ—TnnAWihc.Aw�a&-.ADQrllO,CCZme)ArM4ft 3)M'nmumsQag®cbadtsgna®rdsnxurilBCTabkl6071 basrotbmappW Member orces Surnmary 7hbkidagMenhrlgmexCal,maxaxelrpq(nazmmpnru¢EdRcan6ommaaaxhlfd¢) TC 1 0.4n •3,787bs 46 Q707 -3,P9rc 8-9 0.710 -32 U 2 0.00 .3,137 b, 6-7 0.748 -7746bs 3.1 0693 -ZMh 7.3 Q435 -3013Js BC -6 9 .S 3 3Xft (-I/36) ISI6 Q461 3,p44 (-13s) 1:6 I 2962bs (-I 16bs) 051 3747s (-17066s) 6- 0.450.457 Mto 3(-1MIA wgs 14.1II5 2d!,6 0.110 2716s 4.13 0.157 315 bs (-16066) 8-11 0374 .340 bs 2111� OM9 -755 fa 6.13 QI54 380bs (-97ta) 8.10 am 173 bs 3.}I5 0347 854rs (-384h) 6-II O-W d51 hs 0245 :56Sbs 7.11 03M 758 bs (-33014 Trnss-to,{ T Connections Smm y M O isJT— carrymarz A6 BIG 8-5-0 Ayb 270dg TTII Notes 6) -759bs 85bs -759bs 0!c \0BC��1 MI ����ii PE 76051 I � 1 I I ST 46RI: �nnxtmafv/tq•4e13>sk>ng Brian M. Bleakly 11 Jam,¢rphadnlbe Smn6gcil76Qsl at lSpsgephe zta714 K.,ocsa,h wx.,.�vat Load TC L: TCOL: BnI: 1� Southern Truss Companies, Inc. Truss: A7 wdftb2590 SOUTHERN N. kin 1iiVltwa Y Proje� l�L =: 1833 3 Tlw'sDesiper. dhc m" SollltiasTM TRuss Fort Pierce, F134951 Date: 5/152018 7:1257A1vt Truss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pale 1 of 1 2017.7.1(Buld21 wbase vee4ar W an Pitch Qry OHL OHR CANU CANER PLIES Spacing W(if.P1.Y 3-0 5 /12 2 040 000 1- 0 0-00 1 24 in 228l s 45-8-0 6-0-14 5-11-2 7-fi-11 7-6-11 7-Cr11 — i 5-11-1 5-0-15 6-0-14 12-0-0 19-6-11 27-1-5 34-M 4 TT � 45-8-0 1 5) 5x6 % tx4 1 4x5 - 3x4 - 5x1', ) l l4 1x4 1 3x4 - 4x4 - 3x7 - 3.4 - 4x4 - 3x4 - 1x4 j 4x3 rl 81G 0-0-0 0-4-0 1 G 0, 4 &14 5 11-2 7$11 7 fr11 7 &11 5 11 1 5-0-15 1-01) 6 0 14 12-0-0 19 6 11 27-1-5 34$-0 40-7-1 45-8-0 General (NI Summary Deflection 1J (loc) Allowed (00 B88Cade: FBC2017/ TC: O81(2-3) MIMI 0.74n L/708 (13-14) L/180 20 TPI 1-2014 TIC: 0.46(9-10) VAU, 035h L/999 (13.14) L1240 7 RepIVIbrl— YZ Wb: 094(3-14) H..CR: 02h 9 0 D.GL: 125% Gspramr,l_20 10 (LI-1231XI) (341y1 ,M) (40038,9a) (50A2-M) (61-12;1-W) (700,3-=) (3:1-12}122) (43$i-IOya) (IOD038.a0.) (I138,i8A.) (120-024A) (13:1.12,38A) (140,0,W..) (15042-OA) (16S43-M.) I 1'n(N8f)I 8b Co M—y 300b If00M - -759bs 9 HAnI(T.11I ISb - 3DOb If00hs - -759bs Material �Silmmary grate -Summary TC 9' ALSL'63113)SSh4 an7t TCB-V S.AWWP.*-12-5ARA dd,byGh- DI3)1Rh4 1-3 SEm BC SD13)SS2,4 vas S12)R3h4 ' BC&ad,g 9-#.9ul\xiset 4LO,RxB)dog„byGhes skks 2D13)4r2h6 Loads Su�1 ma I)Thcnaslws �spi,elf -dmb lope76obmdvdEeb�dplsdradbads 2)w.—hub. 's dt'�ofxid kad;naonrdannsh43>=7.10,49.rolmguadSidips 160mp7,utirsigExpmxcC,i+,F�'E,d Cabk}f0.1 yp,'Ce�vYRO-1DO�G.ea1BW DiimQfx47M ,=i1(h FMZu T.!g,N-*c.W,.b— i.&DQr160,CCZ—XVdh4O. saa buGoforh ninwn 3)M¢naaD,danms/rTBCTabb1607.1 hnmb., Pp d Member orctS Sllil7maly Tabi:hdramM=bcf4m=CSI,=x=ialfaq(,mx pcf= dlrattaft—n axalfi,* TC 1-2 O574 -3=bs 4-60324 -3,8)0hs 8-9 O.M -3244 fs 2-3 0813 -3,343 Fs 6-7 0564 -3250b; 3-01 0518 -3 10hs 7-8 0375 -3,ISlhs BC 41 0.462 2919 hs (-Ifi24bs) I}I4 0.450 3,750bs (-I$96hs) 17.1 Q460 3j54bs (-1y61 10-� 0389 z919bs (-I424bs) 14-16 a405 3A22bs (41,09h) 11- 0399 2870bs (-15236s) 16-17 0.404 3524fa (-1865W vibs 2-17 offt 2171a 4-14 0233 421 bs (414bs) 7-11 a127 312bs 2-1 a493 -6%bs 6.14 0.174 423hs (-3241a) &11 0.119 -147hs 3-I 0.. 438 bs (-76hs) 6•I3 0248 -4411a 8-10 OD60 122 bs 3-I 0939 949 bs (-548 N) 7.13 0.431 IA60bs (-W9bs) Thus-to-t� Su Connections mmary ID GmidT— QrtyiWT— Cvrviso0-m A7 BIG 10-5.4 A& 270deg 'IT12 Motes: MI 12.i,aovsUnxssil,AT.9/fl'f I. FaraNmmsbCLRsvddogmdtsa6s&se -759 bs -73 bs -759 h 0 bs Ixxn4onmmaotr. r° 4 g 1 `a arm Brian M. BleaUv IS,whih ie..a hiobaib 18p pepht 1 � ' Southern Truss Companies, fne- Russ: A8 t SQUTHEBN 2590N. kin�Iiiejlway Projectivdme: IR3M ThmDchi_pw.. dr S&60WTM TRUSS Fort Pierce, Fl 34951 Dale: M5MIS 7.126iAM T - COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax i'�: 10f 1 xf,:rsi ,101611.3 [Bold 10) Matmial tahase vision: 1565 Si n Pitch Qry OHL 0BR CANCL CAM'R PLIES Spacing �r�Y 41 SA2 1 0.00 0()1I 1-" 1-" 1 224n I I 46-8-0 —� 57-12 4-4-4 6S-0 6-a0 6S-0 6-8-0 4-4.4 57-12 -1-7-1270�0 16-0-0 234-0 30-0-0 36-&0 41-0-4 46.6-0 12 5x5 / 3x4 - 3x4 - 4x5 - 3x4 - 5x51 12 3 T 4 5 6 7 8 5F— �5 1x41 1 x4 / d 7 9 2x101 2xl01 10 4; T 4x7- zfn 1 .. I! - 10 T16 15 14 13 12 11 3x8 - 4x5 HS 18 - 3x4 - 3x4 - 4x5 HS 18 - 3x8 - 0-M t-0-Q 90-0 1 8-10-11 a10-11 8-10.11 9-M 10-M 18-10-11 27-15 36-8-0 • 45M General C& Summary Deflection L/ (loc) Allowed road (po-0 Bigcod<: FBC2017/ TC: 095(4-5) V CFL• 1.16n L/449 (13-I4) LAW TCLL: 20 TPr I-2014 DC: Obl(II-13) Vnu_- 053n L/972 (I344) L240 TC:7 RgiMbrlram.� )Es %l b: 052(7-II) H-ck• 027n 10 BCLL; 0 D10L: 125% QapFalx,Fa-2D BCDI.- 10 PbrORRsa(3�Yfvgk 031ak1fi) (240.i-I3�5.) (300j-$22) (404,3-BA) (5>143�A-) (6flQ2.0A.1 0�3-BA) (8>)-03$21) (9O4)31325.1 10}I42-I 1 (I Ia-123-80.1 (12002 ) 13003-80) (1409380. (15002 .) (I&1-1235A) Reaction' Surmnary R Tm B¢Condn B,xyVdb Maevi RodBalWh M-Rd M.0 1w M.VkdLbifc M.LbiR M.H.. I Pn(Rh I 8n Ca Maaxxy 3OOi, 1,727bs - -7751. -775h .616s 10 F3Rd I Bu C4 Maxny 300n ;727b; - -7756s •7)Sbs Obs Materia Surrm iry Bracing Summary TC SAS 2013)02x4 TCBmn1g 3�1�¢(orFlaisat2-0-0,Harndc>ijrb70hpr BC 9, 2013)3S2x4 BCBmog Simfnlorltricat3-II-QAaFid�mby0lxrz 1i1b� SP20 Loads ry; 1)Th'si>ffihss a;�9nbiiffoarr2theR e3ddf2leaxsx4 d doufwrbidlO6paddb;xmsdduardmFs�ii�bdpic7d-TmIaOdbubbi 2)Tl,b u nairore(tmFa�amaanrpeCru,FxuyB�v-3yfiRM(Ib lMTW Zfxaos. 0im40fx4133 -15QHxErdZmTnwN:6 adwd�dde4DJ1N1,0idlC®e dmnanxli(Sip,p,mIa-(Av4fartdp3hlurot ua(-l(2-BA4l53i9g2 3)Mf—z_ bdih—d—,ihTOCT.W607.Ih.s—b-.pphd gd dd8&d-9ldeeivafi�oCsmbOmkfai9fxp4axBedlryw�og�C Member orces Summry i rndbvhaa4rift TC Ob9 -3914 bs 4-5 0946 4Ib 2Of84 -3fMbs 5.7 09463bs 9.10 069-39141=a 3.4 0.727-332167.8 0727-3321a 13C =h n) 1114 O-W 4XI bs (-2fiMba) 16.1 0559 3;Ml. ) SO3Ob13 (-?44211 ft6J3 4.4286(-2441 a) 6sc) 'd/ N� 0213 -3946a S.14 0330 426a &II Q431 IJ61 bs 12-U -1 0431 -Ip61bs (489M) 5-13 02669-II 0213 -364 b 41 052j19hs 7-3 0214 527bs (��) 4-0214 5271s ($Sm) 7.11 0525 -1j19ffi / �i B�1 �+C• �i ' vCNV�` I)Th'ade{nsbasi rv�SCE7-10asrd'amadbyie2U7F1xih13,5fngCad: �\\ \•TL 2)VnCxand}briaahewa•4lxnd hpaonalddltiisduebi�xl7adpisiaxmpmnppnaimfdiLm ndutbdmd kbdoxnp�asQll Ll. 3)hpafymmblf 1.13,hashna +(Ka-I)xDdl Qi�emrdamAh91f}+I t. �7ir,Cq= pp4dbiKplaehrelnsi�nYd�gnwiinasq�vfidlyheTnenMemdaenape•N3,IPf l•2U2$aim242 � � PE 76051 4)Pra.'�ua :m&ebpemippdn€ — 1 � 1 5l �D%W. nnubutbvalrvaiu(CUt)rtquida ieFmnn �9wnRbwsbfClRmuafc4eµbdjd'ngo wNha�ssDWEBQRARACE Fo a6mmesbCLRsanddogublbmmp �e 1 DWF tJtRCE 6)Liadxid,q,dtroi—tbad,bMWFRSQjladn- ; MST ' 3 t \/{-J 0 .4FRl 1XMCEAmpfofbi6a�n3,albe(un�dbtraeimmruamr.Tle O�sgxrA lonh'sd2 nNfrbN, IhrsBlc�viondcpna'vbaMayuin,mGagpCdyyfnTneSMa maul,das�biramuaq•a,dox soffenfmmionscfofibyleB�lig ao>�nmbfpndxprbi pagmndhc'impaacLd'mremn&Caiea111d'(bgeriraddmrbfnfamaimAlmrbaxrpb6dbihe BrianUBleakly igidiats m8isnirgrd+iryxd�'faf�en�vryv,mtdci8n9xnan:¢trnnc m£aoxalbgSmp I 9oggTx•Cmgb�rylrenaondanxaTF3R-2762.amfmxpheare27gnagGibL�1�e�,vfrdpla�,'¢'srabaelbya=ls^uhiiindsaesan lBppwephgorSVls;ah'd, i,dmaah'pha�ir lBpavgephe 2590xrps Ri=F134951 1.d TOIL: TCM: B=: Southern Truss Companies, Inc. Muss: A9G SOUTHERN 2590 N. kings Highway Project Name: 1833$ TnwDctiidpm- floc U6o.lS7M TRUSS F(xt Pierce, Fl 34951 Date: 5115/2018 7:1259AM Tnm CGMRAN IES (800) 232-0509 (772) 464-4160 (772) 3 J 8-0016 Fax Paa : 1 of 3 2017.7.1 [Bwld 21 al Tiatab= wrsion 15115 Pitch Qly OHL OHR CANTL CANfR PUSS Slnci% VJG •/PLY 5/12 1 I O-N 040 1-00 1-011 2 12in 2821ts 46-" 42-0 310-0 6-1-10 6-1-10 6-1-10 6-1-10 6-1-10 310-0 4-2-0 4-21 8-0-0 14-1-10 20.33 26� 32�. 38-8-0 42-6-0 46-8-0—� 5) 12 6x8 HS 18\ 4x4- 1x41 6x6 HS 18-6x6- 4x4- 6x8HS18/ 12 19 18 17 16 15 14 13 12 4x4 - 5x5 HS 18 - 47 - 44 - 47 - 4x4 - 4x7 - 5x5 HS 18 - CJ8J8 JB JB J8 JB J8 JB JB J8 J8 DKI J8 IM J8 JB J8 CJ8J8 2n8, 7- 1 0-0-0 0-0-0 -0 7-0-0 6-1-10 6-1-10 6-1-10 6-1-10 6-1-10 7.0-0 8-0-0 14-1-10 20-33 26-0-13 32-6-6 38-8-0 45-g-0 General (N Summary Deflection L/ Ooc) Allowed (psn B88Code: FBC2017/ TC: 054(5-7) 1hsCk lzn L1403 (I5-16) L/180 20 TPI 1-2D14 BC: OS5(15-16) MnLL. 056b L/927 (I5-I6) L/240 7 PpMblm : M Wb: 088(3I8) H—CR 023u II 0 110L: 125% CMVFam,K-2D 10 k (ISI1,1-3A) (2";W3a7.) (3a3,4i378) (4:1-12,5$) (50AS- .) (6DOj-OA) (..1-17,48A) (8:1-17,5.U) (9D-34-13,78) (IODQt13�D.) (IIS11,:-3A) (1238W.) (13:1-12,S-W) (14D((7-12A) (15:1-125-BA) ()640j3J1.) Peactiod Summary 1f Tvxl�� B�1tCondu Hi¢Nidh Maeal RgdBr¢Ptib 1 PFi(N6 I sh con marry 3Mb 11 HRoO I 8b CwftMam" 3DOn 1dateri Summary TC O(AL90S3DI3)SS2c4 arc 3.6 '(A1SO6-2013)SS36 6-9 SP(.4[57J6.2013)SS2R6 BC SP(AL�2013)SS36 Wbs SP�(AL905-2012)632,4 Loads S'' IltiIlImmary I)Thkt haso�de gidfafxdfasdoen 0ObMmdxrdimb dplsdmdWd; 2)Th'sn�shasyb��de�dforledfesotw:dkndsna 1anv��h4L,E7-IOxhbefokrurguei Ok,.408x4733�g4h-ISfthkxEdZ—Tnrglidwa- d,,6— :deaiDa lhO,CCZ.Wdh4f 3)Mnmm�..b fit.—,da—,d1BCTabk1607.1h..Mb-.ppW 3507lc Brachig Summary TC&.6w ShmfWd he—G-ll-0,Rabde*byQh- BCBmdig S fd.Raisaz4-2ARaiidopby0h- 16DntpnamotEw�eC.F NFideaI,G31#ip.BusinsCagvyn(I�IDu),oxa58ug .1,Mbs -236 -I=bs Obs nro ,!� by!!lW% I Brian M. Bleakly j hg)ee- 18ppgpcphe \OWItz APaLU so-,6 a� mrq o���� r oW. O p0 a'2 22 Y. M J •8�� h c C M U �rj: ] 2' y N fV dd,d= dd= qq �'E Y 2 b C/D N o g A.6AAAA 2ZAzz §@ O NNEnrnrnrrrrynrNrn«�r�nrHrnRr«rn�n N NN NNNNNNrR^rggnn��«na^p��rn E HEMYQ4 Ci cSd �Mozo Z 9; W EfA2n v _� V 2 22 T .., onm � W x ILLz ��� '�� Ci gggg g@@@ gg gg ggggg gggggg 55ggg gg gggg @@ @ gg g g gg@ g@ ggg @ gg$g g 1414141914,1$439�7S79Y �° egg N N N N N N N N N N N N N N qgg 5 N N M N N N N N N N i7^i ;E jai Sad aE a�p6���tYV4b���NNS�SyNfV Ntd'I�AAA�im Mph eAr�ih �f n'1 N1a0 o0���ONNV VV�o500 fV li SDI SINNNnt7RN��rh f//OOOOC:O '��ir lead TC L: TQL: BaT Southern Truss Companies, Inc. Truss: B 1 G 2590 N. king Highway -*�. 63$ SOUTHERN TTWSS nit SohiotsTM TRV SS Fat Pierce, F) 34951 Dale: 5/152018 7:13:00AM rM;S COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Paa : 1 oft 117.7.1 [BtuM2] Il a5e vcniocc W Pitch Q(Y OfF, ORR CANTL CANER PLIES Spacing WGITLY 0 . 5 /12 1 OLN &N 1-" 140 2 12 nt 1631he 22-" 4-0-12 4-12 3-3-_I 3-1-_8 3-4-12 4-8-12 4-J}12 &1-B 11-3-0 14-0-8 22-" 7x 7x91 4 2x81 7x81 N101 6x81 1x51 9x10 - A30 ® ® EKI F—A-7-1A10 A11G 0- 0-0-0 1-0.0 3�-12 3412 3.1-8 3-148 3-0-12 3-&12 1-0-0 4$12 &1-8 11-3-0 14-0.8 ' 17-9� 21-&0 22.6.0 General CSI Summary Deflection L/ (loc) Allowed 04) 94co&: FBC2017/ TC: OAQ-2) VACR Vh L/573 (11.12) L/180 20 TPf I-2DI4 BC: 066(1b13) 3trtti 0.19n L/999 (11-12) L/740 7 nepMbrf—: Tb %Vb 097(440) H..CR' 0.1 u 7 0 ML: 125% Gap£amr,Ya=20 10 (6:14%5472.) (7:1-&10.14A) (81)A74y(1) c (1:1-4-1233A) (21-12,5472) (3d-12.5-4,2) (44Q5-1590.) (5:1-12-54j2) Rmctio> Summary 2r Tv MCombo I Ai(116 I 7 IFliol 1 Materia Summary TC S' AISC62Di3)iP2 DC SP,(AL9C6-2013)M2 Wbb S1 (((((19-9:62012)032 4.10 3 (AL97r2013)Q2. Loads S Iummary Load Case 1: Std Live Lad Point loads Manba 1—i n B.0 d 2-54 13MC d 4-5-4 Bmc d 6-54 B,C d 8-5-4 BaChd 105 BaOd 12-5-4 BdOd 1".8 Load Case LEI Std Dead Load Point Loads . Boad 2-54 F3aOd 4-54 WCM 654 WOd F54 BaOKI I3zOd :05 2-5-4 BnCld 14-0-$ Member orces Sumr TC 1-� 0376 2-3 0786 BC 8.9:I 04,92 D4@ 8n C—Ma..Y 427u 8il Ca Mwq 3DOn _qx D— 886hs 24u 13— 886bx 24n Do- 913 hs 24n 1b- 9I3bs 24n 13— 913 bs 24 it D— 916bs 24n D3. 1"2ts Q455 bs _ _ b; 5,919bs - -)y98 fa Bracing Summary TC&s69 9-td BCliramg Sb¢MforBaisatS9-0,F1a4iday�by0haa I(Amphuli�kE�paueC TulyEdzw.eent1�+136t���ayn(I�IDo),o�e-a1B1>g D— 753bs 24n Qrvl' 7531s 24n r2n�n 776ts 24h D— 776bs 24b lk— 776bs 24n rb— 779 is 24n Ltnvi I(OOfs Tald:id-accMar�ha101maxC9maa aznlfoig(marmmpcfar¢[dAfeatfivnmaxaxhi(or� Its [3a 0710 -5ymfs 15-6 ON% -35 fs 0a /� PE 76051 \ I 1 S,01 +fAL ENG�\�N ///IIIIli\ I8ppa8vhe ` Southern Truss Companies, Inc. Truss: B2E - SOUTHEAN 259ON.kin2pH-ig)way T2 m1 : dhe TRUSG. Fort Pierce, F134951 Late: 5/152038 7:13.01AM Tr COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-001.6 Fax Page: 1 of 1 Vmwn- 2016.11.3 [Bold 10] Material E�tabase version 1565 S�en Pitch Qry OHL OHR CANI'L CANER PILES Srcing WGfrPLY 27 5 /12 1 O N 00-0 140 040 1 24 in 991h, 22-6-0 11-3-0 11-3-0 11-3-0 22.6.0 4x4 - 6 12 12 5� 5 5 4 8 9 0 3 9 2 10 0 I 3>i4 1 11 T21 20 19 18 17 15 14 13 12 3x4- 16 11-3-0 0-0-0 11-3-0 .. 11-3-0 22.6-0 LoaGeneral C& Summary Deflection U (Ioc) Allowed imd (psi) B15gCode: FBC3117/ TC: 0.14(900) VnCR On L/999 L/180 TQ2.: 20 TRI-2014 BC: 022(21-1) \bILL. ORp LIM L/M Tom.: 7 RpMbrT—: V. Wb: 0.10(2-21) Canca rL• On 2L/939 7L/12D BQ.L: 0 nQL: Its% Cardc"LL Oh 2L/999 2LI12D 8CIL: 10 H-Cft On 15a Ph.QTf (I.J YArgl (I3-142-3A) (6403-1311) (115-142-3A) Reaefion Summary _Tr _ T BmCanho Bm\ydh Maubl M.P-d AeRmc Maz(i-UM M.V"tw M.Lw M.Hxk 16 I 246n Cu Mas"Y MM SSpY - -112bs - -112ba 69bs Material Summary Bracing Summary TC SF ALSCS3013)R22x4 razig TCB9or hhdAaisas6-3AFwf dnb byCes 13C SR, AISCS-3013)622x4 13CILamg 9m de P isd6-341,Aafndagnbyoje -W1s � 4 .3aK-20 3)MN4- Loads S I ry 1)7bav Issba�deiffWfarfxxireshreb 100bltndxrd*.hdpkedadW&- 2)Thstuahw dmkWforir Tr oruidbed;bamrda�\*L4-q E7.10vjhietbusgv ddrodipt 160rr�WinagEepaaxeC,rWj'Fid, CabNip,HdLgCn�xyR(I�I.Iq),Owa1B6g Ums400x4733 h-15QEdZ=Tngh2Evedv*=OffuLnO-1.60,CCZ—Vrdh4fk Member orces Summary Tabbi T=mMmbwfQmaxL4,nm nhifaq(m pr.r 8ddra Timm mi iraod TC 1- 0.135 -98 is -160.130 2776s (-57bs) 9-10 0.140 77bs (-96s) 2- a 40 76bs (-18W 67 0.130 2771s (-571s) IWI 0.135 -991a 33--/,� , OD83 138bs (-23W) 7-8 0.106 212hs (4I bs) 451 0.106 212 bs (Albs) 8.9 om 138ba (-23 bs) BC I1, 2 0273 152bs (-361u) I5-16 O.N2 152hs (•36bs) 2(F21 0.043 152 is (-36hs) 121 3 O1w (-366a) 16-18 O00 152bs (-36bs) 21.1 0223 1521. (-366s) 152fss :414 OAi3 152 hs (-36hs) I&19 ON3 14;15 0.033 152ba 19-21 OA33 152bs (-361s) 1521s (-361s) Wbs 2•'}. O.098 3036s (-148rs) St8 0.097 -36bA 2746s (-121bs) 1I4 0D67 2106s ` 3 O.7 I48ts (-113W 6'16 0062 4 OD67 210ts (•I236a) 7.15 OW Nate -123ffi 9.13 O.047 148M (-1136s) 2741s (-120h0 1612 OD98 308 bs (-143 ba) \\\\ �. \ / I)TAndepn'shas*iASCE7.10asrdawdby1rc7117FLritaBu¢GtgCode�1v \��\`2\PN—�+—C—(�—�Fq�/��i� C"SL-�1` I �� ` 2)lbsotardl-Ys�Qtarefxwualand laNareldlkma.aAenfxbaddshecnPmnpmanMddlmnduebd:adladampiadaslHl LL.+(Kc-1,xINI L7ira®rdsnxsWsATETrtA 1. 3)Cal+ksdsPho11�OA'a .l➢id 4)Axsdreal,tudui ihlx420pph,U4a �i- _ f PE 76051 5)lhuruvhasbm&;iffwfo i>-pb uid kmftr badgrepirmwniornaofphrc txtrdabfeCormxinD—,.andtrBC4431 6)Thupbk•1®s�ShnFrdiara IP(nna.)mkcowkurg 1 7)AquaTynxmolf ax;C9`1.13,1nshmappfidbhephbhbalr�+naMriYnvabsas pufefbyheTrsnSMandanrepaAT971Pf I.20025asan242 1 8)ri.du-rdopi8 dorsh,stanMWFRSO,yW lg. l "� ST Ill T17n�Ampjarth's r3rakhe6vnAnibfnrairnmvaau:TFrdgnorhuininiirelnezc)aedmd aimaninquimarsaiVLdbytieTrasMa dncardrdaupoframaaa ard.my0.vusnrieidmrertnssrotityheBuSl:g Brian M Blealdy AamlonhisQ uig id'aasauyarnorryofamategiwigrgn.1,drys4}96r(akuxamporondxgn9qun5shemw(¢grand h:'inginvru)nramafin6CueaRlxs'pegerrcadCdxul nrmmiunaaxumtphs�albcI rnarasfaoxeiby 9cgg-T'cfixrqur0;ln_namnhnxvihF9i-2762.AIwaxmrphaarc'11purmUsh�sdfaipuesu.;'efurwdbya=l5'whiiiidiaean l8@u�phKor'IT,uhdi-Mr'eeah�hmsim l8tvsgephe 25g0N7uresffehRAa¢R34951 i . ' Southey r► Truss Compalves, Inc. Truss: 08 . a SOUTHERN 2590 N. kin 1fi wa � � y Project Name: TnmD*=-.. 1833-B dhc cnm Solutiasrh' TRU$S Fart Pierre,F13495I lime: s1152018 7:1302AM T. COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: l of2 Wrm'ax 16113 (Bt,;ld IOJ Mater'ra1 12clha a vcrja> 1555 Situ? Pitch Qry OHI. OHR CANfL CANl'R PUSS Slating WGT/PLY 117 3.535 /12 3 0{}0 040 14-3 000 1 12 in 41 Qn 11-2-4 1 -9.14 5.9.14 3.6-8 1-0-14 7-7-12 11-2.4 4 0 1 31 0-" 7 lx4, J2 J4 J6 1-9-14 5-9-14 3-" 1-9.14 7-7-12 11-2-4 Loadin General est Summary Deflection IJ (loc) Allowed E�d ftca e: FBC20171 TC: a%(2-3) V CFL• 0D9n L/999 (5-6) L1180 TCL: 20 TPI I-2014 BC: 051(7-I) VnLL 003n L1999 (50) L240 7YSL: 7 RgiMbrl—: Fb Wb: 023(3-5) (XWCFM. 0.16ir 2L200 (1-1) 2L/I20 BQL: 0 L20I-: 125% CaWO LL. OD6b 2L/sn (1.1) 2L/120 BCUL: 10 HN20L Mil 4 R+tOffss(7 1 f13-4�-2A) (2003-1090) (11-123-216.) Summary (5133.,%u) (6003-8.90.) (7.1.03-M) Reactioi n' Tvpe B¢CamM ByyMh M.DiA Rad&eWdh M.Raa Ma rxavLbiR M.Vkdt2:LR M.UM Maxlbn 7 M(%[ I 11313n CavaMavny 3100n 303 ft - -223 bs -223b 11565 5 HRW(r ) I ISn - 3DO it 390ft - -238ft -238 bs 0bs 4 HM(r Material ) I IS it - Mai, Summary 926s - Bracing Summary {Dbs -ww Oft TC SF AL90i3713)f.:2x4 TC&adg 9eah¢lorBaSea�b3.0,Piv4ld byOdna BC g AL906-2013)M-2a4 BC&adng 9xandm}Ia6saz624�Avindaplby(IMs Wbs SF AL935.2OnP32x4 luminary Loads S 1)Th'slumhaab dgmlfuhedl'esdno IOp bl mdxxd F.elnd*dad W& � 2)ThSa�haz /�ql fafsMmcofwidfvd:namxda��h19(�7-IO��hcfabaiguadd oiigrt 160mfhuliretE�vcC,FuFyFidn�fnbb){gBu)Lra('etgayQQ`IDO),QaalBtlg Ua 40ax4733 h=15f N.E,d7meTnmhli. dw�mmdicdDOLT 160. CZ—Wdh4a 3)Miivaan� al ygnaatidana ihTBCTabU607.IhasndbmappW Load Case 1: Std Live Load Point Loads M..* 1—bn DieAn Load 'nb%th 7bp0id 2-11-0 LIP 136s B.tC d 2- -0 LIP 276s A9G A11G . 0-04 apOd 2-II-0 LIP 13 bs l 1I Top(hd S;LIS Cbavl 42& Bu(2d 5-5-15 To2ta �}l.,7_` Ta od 3614 12nv1 fl06s \ V�Ci \GEN�j+��`���% TTepw 8&613 r.. 97� \ / Bnod �'4 6b6 _ PE 76051 i 1 1 1 ST N, s o�A i IEN B7C=Ampyof' 4nlMfianidnlohcrearcmmm�tamr.TlcM�moffwixinidimindse&xdmhoTa2'vaMrrtpuaro6aggddWfnTnN;Nand-anraM r�s�ymtca rya.dan.plvnznflnidmm:.n:cromhylrBaiirnd gmAealmh' igidiaaamynmadprofeaixwrl Brian M.Bl "^j mB^ AdN+,•rnr+r„esmmR..,ndagad.a.nse:hemwms�mi.'Impixn¢mramncnSGa,ea)hba"rys frcaddaralnrmnaronNa.amrRbft albs aaLinxd S.n T In:hamxdan¢xAiBSR-2762.AIaxuxanr asart20 Sua g76051 M 1'd S° nx pb pupClnl�i cyafdpheivis(okn�bye la uhi id®eanlaZHWq)hW'CB1S rhd idoaahFheemisp ephe 2%Y)x—F[ FM—Fl37951 Southern Truss Companies, Inc. T'�: DIE f' (� - ,, SOUTHERN 2590 N. kinges lfigiway Pmjec(Name: 1833-B TnIs1}-6glxx- d c i Con-4 A Sl)1111101y5rM TRqjsS Fort Pierce, F134951 Date: 51152018 7:13A3AM T COMPANIES. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 Of) V=Iia3:1 16113 (B61d 101 Maleria16 arse w-xw l 193 SH Pitch Q1y (3I(f. OHR CANTL CANTR PUSS Spacing WGC/PLY t(fS(1 5/12 1 0&0 000 1-0-0 04M 1 24is 38Rn II L ' 5 4-0 10-8-0 I ' i 4x4 - 3 12 12 5� —15 4 W 4 0 1 3"4 3- 1 5 T 7 o-0 0-0-0 4 5A-0 5 -0 S-0 D 10-M Loa '' General (NNE Summary Deflection L/ (10c) Allowed L.aad (p9) BklgCadc FBC2017/ TC: 0.17(2-3) V.OL On L2999 L119D TCI.L: TCEL: 20 7PI 1-2014 Bc: 026(8.1) 3ht[L- OAP L/999 L/240 7 R pMb,( : )Es Nb: 0.12(46) 0.d(1HrL- OnLP Z./999 2L/120 BQ3.: BM., 0 QOL: 125°6 G do4[l: On X1999 2L/I20 10 H..CR On 9n 1'acOffsrsfl 't7nek (I3-142-3A) (3043-13A) (53-142-3A) Reaction Summary BmG..bo Bmwil� Maml MazR®Q ARRw Maze Lbi1 M.V"tL+lfl MexLW Maz Flora 7 Cat6r.�I�aa 1 104n Cm Mammy 192bs 97p1f - -108hs -108bs 33bs �ISummary Alateri Bra Summary g,ig TC (ATM6-2D13)022.4 TCBra g-f-drcP-* r&3ARafndpby0hn 13C NHu (ALSOS-2013)A220 BCB+adgg Shot/alrcRaft=6.3ARafndcWby0hee S.T(A1.9ai201'1)A32x4 Loadsummary I)Th'eln�hss 2)Th-en,.43 � dagnlforfedfeshrb 101dbolmdpidF.elvdpishadle4; fe imucdd.�¢l:pt ICOrnphWi�akExpcxaveC,tuyFidaB,C®bbLTpH�iTrg(hgvyrl0�ID0),O,earBOg e%N* "-ab.Y I7ir s40fiz47 'IIkb-lSrLE-iZ I, ,OCZ XV flh�Is gFndzmerns t3>A,ed.rd�mmainntnoG• l6o,oczmawm,4e Membe Forces Summary TabL rsManbcigmarC9,nazazblloo (nuxmmp.fo reiSifeercfianmexaailfw¢ Tc 2 a168 -78 ba 3A Qi74 107 bs (-131c) 2�-3 0. 74 106 bs .13 bs1 4-5 0.168 -73 bs BC S'b — 153 bs (-0I M) 7-8 OD30 bs (-41 bs) 617 :53 aQ61 153bs AI 14 8.1 0259 54bs (Allc) Not ?-s 0.123 389 bs (4546e) 3-7 OA71 -117k, 16 Q123 389M (454hs) Noes 1)Th'sde''s onASCE7-IOas� ma46y1r.2017FLibBuWnd w i `I I r J/ 2)16tQta�d 3)Gnbb,,& CAarebewuxlendhz¢aeldl�n¢8cobebadp)slzwnpmmpuueofddbmndaeododtw 1 / l at24•.,,LIN 1 d,mmpazdasRn 1L+(ICa-I)xml Lliiaoadann�ItAT9/IA 1. \ // 4)Ad, pab&m \\\\ at h420L. pba;L2NG � 5)rh'enffitms 6)Theesb"l d�altaii-phr�eraidtnd:g Forhrea�tary:mprstaraeof�hrcaidhsdigrCableComuamflmneisendkrBCy.B). �\ d�sgrrdfmalr(—)mkeoai �(}� 7)AqueEi'arSmr,C9=1.13,lasbmtappido6ep5�bualrtr nsdvabsasgm7udbytrcTnmMaradaaacpeAb9lfA 1.2D70.Faionzal \\ V i �`vC���`���./i s)Liu,ona I n�cmh¢donMWFRSO�yLedrg � � � � f PE 76051 1 , 1 1 1 _ M 1 �` j ST \\, Ftl �\ SOPfAi NonCEAmpyM OL gsrAsalmhsdra ' degn�altefiane3dolieamamm�ta4rTle nNhuidvEwlhannhaadmdti�meardrapdmimssCpidbylieTnn:Manula�ardrc7s wml�a,aaq ama, saa Man, irg'rdisgen>paarri¢ofpmf�ipttlmgim:rgie�omb3yroll�-fahmRsoTrgmcni�9wnSxMm,ele�ndh'impaaminfnmaux�fiCmclTbli Brian M Bleald y mamdsawd b+'.-I.r�•4°'S- 1ng<ircad?irminfumatunAlanmorphesshalhe r rrcnaan�darim.2iFB2-276z.Alavvmx rsare�ll eCaryaey ph paaSCrnlsct�vdpkes'vssfaEeaal6ye=18'whit:dimzsan lSpr�epl+ka'9YIS,whAriid SunF-476051 esah' vain l8p�1hn 2i90TI' }{ehRRmR34951 Southern Truss Companies, inc. ' Truss: Nedl lame: D2 1x33-B -�' SOUTHERN 2590 N. kin Tfi wa � gt y TrmD=_43er: dhc Cim S&6"TM TRUSS. Fat Pierce, F1 34951 male: 5./152018 7:13:04AM TIC COMPANIES (800) 232-0509 (772) 464 4160 (772) 313-0016 Fax Pa'T: ION Xbrbim- 16.11.3 [Bmld 10) Material D.Wase versim 1565 S Pitch Qty OHL OHR CAWL CANrR PLIES Spadog WG 7/PLY 5 /12 2 040 040 000 040 1 24 in 27 ft 6-M i 33-0-0 6-00-0 1 12 5F 12 --15 4x4 - 2! 6 1.5x3 1 31 4 1.5x3 l 0-M 0-" 3-0-0 30-0 3-0-0 6-" Loadi General (SI Sunmiary Deflection L/ (loc Allowed ) toad (pd)T.- NgCndc PSC20171 TC: 035(b3) VAM 0.15b L/373 5 L/180 T(IL: 20 TPI 1-2014 BC: OL43(4-5) V6ttZ 007h LIM 5 L/240 TCOL: 7 rpMbrho - 1's Wb: ODS(1� Hx ck Oh 4 BCLL: 0 OL: 125% O�rFwr,Ka�20 6 m(wP I Sn Gx M—y 3D0n - '234h - -IOObs 47 I Sn Ca Mas,xy Mn 234b - -IOObs Material Surlmlary Braces Summary, TC �P(MSY 2013)#22x4 Tca. g 9ieaM P *.. 63-0,Avfnd pbyOf.m BC (AL9C62013)02N4- BCBaug 9imMaAaisa1104AR-rad pby0hes W . (AL9J&2W)k334 Loads I urnnury Wlfst ha: d g�fand(nsAeb 10pah dudkuWdpWdadW& I)Th'srmshas dagnal forbxAeasofwid had;namrdanmvh�9C�7-IO�IxfokTs:gmedfali4as 160mphWireqEywuGPoNEnis�CnN�fiP.BudingCa�'i1Q=IDOj,O.ezfBNg Dh.400x473Rf(h=ISRNIFdZm Tn>%N*. du�bmni3,aiDOL-160,OCZm Wdh4fl 3)Mnn.an Isva�ad:badrgnannrdarxnW�iBCTa691607.I hasmhenapp(e1 Membe�II Forces Summary TabhidmsMmhcB�maxB,maxaxe)(aq(maxmng.(u¢7dtfee¢(mmma%axalfpa TC I I`2 OW2 87 hs (-51W 2-3 0352 87bs (•51 ta1 BC 145 0.434 Olt S6 OAM Whs L16 0064 201 bs (-140hs) 2-5 0055 1746x }IS 0006 -19bs I34 0064 201 is (-I401n) Note. 1-27 S-247. -1006s -186s -1001c Obs ,\\\w l 1111///, \\�Q\\-\PN M B�F9�����i 4r�'�GENSF•`r�'L��_ i PE 76051 1 1 ST �i j N //, �/s 01VAi,EN \\��� b,hbyt0).Lfm Brim) NiBlcakly ' hs9alh S. nEng47631 • 4 i Thm: J4 Southern Truss Companies, Inc. .. SOUTHERN 2590 N. kingsHigllway ���r 343 dr, TRUSS Fat Pierce, F134951 Date: 5/152018 7:13:05AM » Sollmuls^I rnm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pw: 1 of 1 1 W�iD¢ 16.113 LBlnild 101 1'falLYial h3se ver.iax 1565 S 44.0 Pitch Qly 5 /12 6 OHL OHR CAMM CANTR PIIHS 01" w W 040 Spacing 1 24 in WGt/PLY 12 N 4-0.0 14-0 241-0 1-0-0 4-0-0 2) 1X4 1 ena --8 0-0-0 1NO 2�-O 0-0-0 General 1�-0 CSI Summary 4-M Deflection L/ (loc) Allowed Loa rmd (p� U48Cok- }BC2017/ TC: 0.13(23) lh)Ot Oh L1999 (4-5) L/I30 TC(L:20 TFT I-2014 BC: ODS(4-5) 3.OUl OnrP L/999 (4-5) L240 TCLL:7 RcpMbrl—. Y. - )Wb: 0.10(2.5) CAMQi7L w1 h 2L/999 (1-1) M/120 BQI.:0 OOL: 125% Q dCHIY Oh X1999 (1-1) 2L/120 .7 10 ): I3-142-3D.) 0431390.1 Summary (5:1-034-14) NX2CA: Oh 3 pbtQTW Reactio 2r T BmCbb. & Wd11 Mabhl RodBMWM M-R.4 M.C— M-%WLM Max M-H k 5 1ro I 8h Cbu M—y 3DOh 227bs - -71W -71 bs 176W 4 Hug) 1 ISh - 3DOh 41N - - Oh; 3 RWCr ) I ISh - 300h 6514 - -61 bs -671s OU Materia I Surnamy Bracing Summary TC (AL90L2013)Wa TC&aaig 9-dxaaAafrsa16d0,%f d�by0h- BC (ALSM013)#22x4 BCB.6W 9xs1W¢ RA-1104APA .plyOt— ll(a (.41S_&2012)E3N4 Loads wmary I)Tb'ansshas &t,.dkri—T"d.010p91n—dbrdk+bado.d.dW& 4nirechas fafpdi'asofwidkedihaa¢rdanx)MI/>,CCE7-IO)�Ilr7ob��ig� nliptl(DniphulireKExpoareC,FilyEndaulCalLi-TQ,Buid'rg(S yIIQ=IDO).O.ea16W r)rrs408x47 I(h=15fyT4.Erdads&m k%,dA7 IbO,CCZ—Wdh4R 3)Mi*_ 9mnbafth—rdanxaf,l3CTabY1607.1 h—b—pp&d Membe Form Summary Tehhhdz�ManbcR;maxC)T,maxaxhlro¢(naxmmp fo mEdAfavafrom maxaxhlfas) TC 1 2 a112 -182M 2-3 5 Q081 Obs 5-I 5 a101 318b, (-168bs) 0.133 0.0g1 �O Fs 176ba (-32N) ' BC Wb0 Zt,rD rtru�� - ections C—T—Summary, CN 34 CIS . cffi. 5-2 h 43drg Tr4 7T4 Notes 31 cis 5315 31$dg �� Q'i�� GEMS 1)Th'sdagn's redmAvGE7-IOasM'aexnl6yix271i}briia Bu31i1gCode \ � � �, � `� � � 2)V.CRardH IM-q<Rfl-Rhaabrdan—hAT9/1741. 3)/p-ry ramr,Cq=1.13,haslmrapp4dbi�p6ehlrel na:dagnveluxs4.vPdbykT—Ma ampeNN/IPfI-.bp2Ctim242 PE 760551 a)Trua;nl,s; eforpaphialhbpiwionmY}Aharganad.rmvanalnmmndal6epiwiledbeNe�dna. rerai„amapfRl2,axnF+kRatoimsanmay t ,. I 5)1i;lwidap rmanh+�d.MWFRSOdyln&g — I I +;. A„ 1 Is .<(.3Rl, s DI�fA IMMAegyor 's dvlbxfiendnlbi mrmamcThehs noffw:d'niinlbesehvalm naiaeardnquim ns gidlq•/cTruaMamd'aarva�drdsupmlraavaq ardnnµil ofhehfmrcenmG.liiO•ierDdlig R. EJn'A�Imdr aaW:gheme�ao�r.,.orpvr�,„Ia,g:�.:g��.a,sv�ror+Kn�mmp�rwa�na,onns�+�ro�k^Impo�aralnrommrn,sc,�alxxR-tr,�:roraadanalhr oonnraxam.ph�xamltx Brian MBleakly � 1 ISpWp4.4r "SWIS,wtidridmoa h'ghvim) 18pugephe Southern Truss Companies, Inc. 3�i,.•• rti•.: SOUTHERN 2590N.kin�Highway ProjecTName. TruSsL:acgr>ET 1833-B cuc (.,am: I3erd SolatiornTM TRU$S Fw Pierce, R 34951 Date: . 5/152013 7:13:06AM Truo COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 ON *r 6xvi 2017.7.1 [Bmld 21 Material Patabase ververe U65 S Pitch Qty OHL OHR CANrL CAN'R PUFS Spatting W YMPLY 5 /12 6 G" ()OU 140 ()AO 1 24 in is h- i -4-0 448-0 --I 16-0-0 Load'Loadir General (md (rut) Bk�gCab: FBC2017/ TOLL: 20 TPI 1-2014 TCOL: 7 RWMbrl—: Y. Ba2-: 0 DOLL: 125 BmL: IO PheoffiaO b (13-142-3A) 0j"3.9 Reacfiol Summary 3r TYN BrgCambo &cWidb Ma lbi 5 Pi' (VA I Sn Ca Ma 4 WRoI(f, ) I Isi, - 3 MU(T ') I ISi, - Mate ' - Summary TC (AL9Clr'J)13)JC?xd "1 - (AFSClt�-0i3)h2h4 Wtls (ALSOS_2012)43N4 Loads S 2) 5 t X51 Ft 58 CJ8 0-0-0 p-0-p t a-0 I 443-0 6-0-0 CSI Summary Deflection L/ 0oc) Allowed TC: O.d6(b3) �&tM ON L/999 (4-5) L1I80 BC: 032(SI) 4nLT-- OD1 h L/999 (4-5) L/240 Wa,: 0.16(2-5) ('rrn/a(TL OD5h MIM5 (1-I) II./120 C.d OM.L.• 0D2hLP 2L/999 (I -I) 2L/120 3.W h 292bs - -91 bs 3DOh 92h 3D0i, 1266s - -116bs Bracing Sum nary TC&adyv. S.I, d1 K Esat6-34X%indsenby0)as BCBixdg 3,wl,aiaRuisetl060,F1efi,dsby0l,as I)IMnsstms Vfnf¢dl'sEd,¢o l0p4botradad Wmd&"d bads 2)Thanesnas i�3¢dra•hedr�oru:dmd.6 du . ao wd..iDO -I AO,OC ro► Wdi,4 mi st:pt 16o„S+,ntimagsv>aueGF NFn�O+d•cgf,bFfi�s> s�w'arn P=IDO),o.axtBkig Dirs40fix47 n-IsfillvF dTurerua;,T1•Hradwd m,u�laednQF1,60.00Zor¢Wdl,dfr 3)MW——&bafh—.-danma7,TDCT*1607.1 hasrob—ppfd Member Forces Summary Tabkrdree Manha igmax(3, raaxhlfaa (mxm gr,famtlddfeeafmmmaxaxelfo sj TC 1 0J91 -283 bs 2.3 0.458 -15h 0234 ohs S0318 3BC hs -0Sbs) Was 12 0.156 491 bs (-271 Is) T1vss-to truss Connections Sunanary ro CarridT— ® . T— catryimofrz An,* TTS 36 CIS 84.14 45 dg TT5 36 CJ8 8b14 313d¢ Notes -916s 223h .1166s 0b� owilI/////, �� i\C NSA,.` PE 76051 ST l RI al yt¢&,tip ' Brian Bleakly 18ga6cphe k 1 Southern Truss Companies, Inc-Tniss: J8 SOUTHERN 2590N. kin Hi�,.vay roame: Tn%D_-� 1R43� dhc c SolufialsTM TRUSS Fart Pierce, FI 34951 Date: 5/15018 7:13:07AM Thm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pang: 1 oft 20117.1 [Build 2] Material Ik3tahase .+ersim 1565 ran Nch Qly OHL OHR CANfL CANER P1Il•S SPICing WGr/PLY 5 /12 36 ljaa 0()0 1-0-0 0U-0 1 'in 24 Ihs r — 8-0-0 ~14 &0-0 Loading General I-d (psf) Mcude: FBC2017/ TC1L: 21 TP11-2014 TC1L: 7 TupMbrlm : Vs BCLL: 0 DOL: 125-A BCM, 10 I%WOa;Nrcxk'Mek (11141-3A) (2403590 Reaction Summary 1r Tye a c..bo 1 mya3 Metal 2 5 1x51 A9G A11G 0-" 6-8-0 8_" M Summary L/ (loc) Allowed TC: OS2(2-3) VAC . 018i1 L/403 (4-5) L/180 Bc: O55(5-1) IDeflection VnLL- axii L/999 (4-5) L240 va: 021(2-5) 0.dCH(L 0.16KF 2L/153 (I -I) 2L/120 Cara/C13LL OA6i LP 2L/375 (1-1) 2L/120 5 %(QI) 1 86 Ca Mammy MO 363 bs - -114bs -- - -11465 2604 4 3 Isis - 3M, Ish - 300n 121 ba - _ 0h 1831u - -162bs -162bs 01. Mat at Summary Bracing Summary TC SP(ALS.72013)Q2x4 TCBrxug Sh.Mo P.* at6-KA f deipby0hn BC SP(AL9C&20I3)t22x4 BCBmug ShelhalaAaiaM l0.Kh Fndegnby0hn W.ft SP(ALSOS-2012)h32r4 Loads�ry I)Th'snes� 2) 40ax ISn40fa� brmdep�W fv6edl'�dueb lOpeilnbmduNfVebadpindesdbad; ' h fth-15alforftdfe—TnMbad;ne , db n ih49�7-IM.CC7o %%Id�rddnatip[ 160rryirulirekExp�ae(,FuF�FndrnQ(bbb}{pBu3i'mCe�vyB(I=I�).O+ea1B1 33 Qh-I51(TixF�d2'meT�TiiEvedvebmeteelOQcIfO,OC7ureH dh4fl 3)M'n'—I-,1 pd:bafti a®&rmsih3BCTabk I6021humrb=a1pkd MemHel Form Summary TbBFd n�Mm brigmaxCSt,maxazulfoq(n�,fu¢Id�vafrunmaxaxblida/ TC 11.2 0318 -372 bs 2-3 0,111 -134 bs BC 4-5 05M Obs si OSa7 2606e d3lx) M. 2-S 0211 669 b6 (-406W PE 76051 t I M ST 5;.0��� _ �\ mawnvrombyh:BAfiT I Brian M. Blrakly �7 ISpmy*epb.;.SB IS',wh� ixra,whghe, to 13t. gephc r ' Southern Truss Companies, Inc Truss: V5 Ned Name: 1833 B SOUTHERN 2590 N. kinlp Hi,-,hway Tru>s D�,�i�ner: dhc -miss Fort Pierce, F134951 ate: Y15018 7.13:09AM Tnm iCQMPAN1ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 ON Wnzm 16.11.3 [Build 101 MatcrialDafalaseNergorm 1565 S , Pitch Qty OHL 011R CANt'L CANER PL1FS SpacirG WG-17PLY - 1 5 /12 1 000 040 04H 0" 1 24 in 1611n MI 9 0-" 5-" 5-0-0 Loa ' General CSI SummaryDeflection U 0oc) Allowed Load (p50 BegCnde: FBC2117/ TC: 059(1-2) WX oil L/993 L/190 TCIL: 20 TPI I-2DI4 iac: 033(34) MILL. MAP L/999 1./240 TCA.: 7 R.IMbrlmm¢: 3§ lwb: 0.79(33) H=CR oil 3 BC(L: 0 DOL: 125% OapFb ,KT-20 3 FI1rm(ubq I Rn(lAI 1 60n C—M.—Y U*— 152bs - S4h al) I 60h CM.My Dd— Z39bs - $2 bs Mated , Summary Bracing Summary TC (ALKX2012)A3-4 TCB-ft Sh f dl R fw&34),K fn&-V by0I— HC SPUL9aF3DI2)p32x4 ®C131-ft- 9.t d.Rv5sa6.3A%fndrp/sby0hn %Wb Loads SP(-41-9�2012)M32x4 �ummary 1)7bkm b-degnN�t—Tabdsrblopstbco ndvdksbnd*dmdba& 2)TFs-1.bmsdfarlxxlf�ofwid lndsne�asreshlgLE7-IOw1,fefotmin�sti<vdd�iSx¢ 160mphWiregEyaaie�FuFjFnhssd,0sbl:FfpHuidi�gQeguyR(1=IDO�Om.IBI�g D'ms40ftx4 f(b-15f(BsdZu T..%N!!lwmdwtmrtSkdD7-1,60,CCZa Wa4ft Member Forces SimmFuy Lde:dacMm hcrLlmax(3,nw sxelfdq(mvny p fn¢7diTeeK nrtnxaculyda) TC 11.2 0392 -1I2 hs BC . 31 0381 121 bs (-98bs1 Whs 112-3 0791 324 hs (.112bs)l - - Notes 1.5x3 1 3 1.5x31 -84bt ohs -ffibs 301 Ills nmasgmrramxaq•sndmrmku�M"M:isromoenssloAilyieBniBg ,`.v, Brian M Bleakly.N-. &GsualTl+d'pagzr«eddiiYelnromrannamumo-phaMbe Snn 5l& 6!-, .'C Is��•p<Kasals•,�Ird,�x�xn�n�,ls� ,. R SouthernTruss Companies, Inc Truss: V7ProjectNamc: SOUTHE€iN 2590 N. kin Nlghwa � y Tnns)Dsener. 1R3333 dhc TRUSS Fort Pierce, R 34951 vale: 5/15)20)8 7:13.. )9AM Try CO.I ANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 10fi %sia7: 16113 [Build 101 [ Material rabase ve-rsiac 1.565 S�, Pitch Qry OHL OUR. CANF1, CANCR PUB Spacirg UUMPLY 7#0 5 /12 1 G" 040 OIN 0-M 1 24 in 23 N I 21 1.Sx31 4 1.5x31 0-" 0-M 743-0 7-M Loa ' General C9 Summary) Deflection u (loc Allowed Iuad I (pd) B1 gCade: FBC20171 TC: 052(2-3) V.CFL On L/999 L/180 TCL 20 TP11.2014 BC: O24(SI) V.LL• On L/999 Ln40 TCX.: 7 RepMbrl—: Y. Nib: 066(34) Ib2a: Ob 4 BC3.: 0 DM 125% OpFsa,Kc-20 BCUL: 10 FbeOff.,i(3mxYA ): (1:1-04534322) (3:1-124-M) (4:1-123-890.) Reacti�n It. Rsx Sunm>ary ftcwSo BMWM Mabb1 Rud&mWdh M.Rac M.ck.a Um M.%MdtW M.1w M.H� 4 "(W^9 I 84u Cm M—y I I.— 149 bs - Albs .81 bs Olt 5 yHR"(MI) i Ph�1 1 84h C—M.-.y Uim 1 84h Cn M—y (3i— 2rAbs 141h - -142bs - -96s -142h Obs -9bs 370bs Material Summary Bracing S TC TCBn g� g�m6dQRvTd�byOb_BC632,4 �J-SP((=20;�1)113- Bmuig ShdWQRdmw&341,Md5bbyOhn Nobs SP(.4L9053012)i3h4 Loa Summary 1)Thunar bendhpWCo t-T-Zd.0100bal-d dHebsdpimdedb d& 49CE7-10uflfrfobuia�ddrWip¢160mphmtimaKE'po+ne�TuFjE liml,CebL•FTQ,H:IlLgCe�oryR(1-IDO),Qea1BNg U6-401ffi Dnt400z ��J331(h=ISO,EdZoneTrugTkb�cedwd1mredeelD(]nIb0,CC7arcWdh4ft 3fth-y5Wf,.dZ— r—,Ndbad;ham-6i i Me•�' {`(I`�r Forces Summary Tabb:d asMmnhrlLlmacC3,maxa<elfine(mazmmp .fo¢Gddfaeafiommaxa�blfaa� TC I1 12 0.431 -290 bs 12,3 4- OZ8 -54 bs 5.1 25 O164 517bs (499N) 3-4 0519 35 hs 0238 115E O10 316bs 1 (-Mft) (.1141t) I5 BC I Nks i<Llil U.iiaandarms+�N31/1P1 I. \O \ 1 I I I I I////// \P� M;13 /ifs PE 76051 � � 1 l I -O ST 0 1 YTnu Ma nvaMnfasgmiramuag•wdmmpMsusofdxbf eiasvafuhb�kBodL� Brian M. Bleakly [, '7mpoc.rtinfomafm&Cw I1S:s'paKeforadfonalnfomnimAlmm�rpLesdml8e "'•"� =lrana��,e�r�a�1s�� ,ea�ls•,�hd�maaan�e�,lep�pnc ,�,u ��n�`_In,.� r 1 Southern Truss Companies, Inc. Tniss: V9 � '• 90 N. kin 25HiQhwa 'SOUTHERN � y Proj=Nrdnie: JF33-B TnmsD�.- dh; CWTIncmSOILOOOSTA, : TRUSS, Fort Nerw, R 34951 - Ddle: M5n-oJ8 7:13:10AM T— (1 GMPAN1ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pad:: lorl l .. . fln16113 [Bi@d 10] Material 171itdase mmsi= 1565 Shan Pinch Qty OHL OHR CAMEL CANER PUE9 Spacing War/PLY 9�1(I 5 /12 1 040 04" w 04W 1 24 in 31 Iw 21 0-0-0 i 9-0-0 Loa �iig General (�I Suffinary Deflection U Ooc) Allowed Load (pin Wk cac FBC3717/ TC: O55(1-2) VnCR Ilb L/999' L/180 TC[L: 20 THI-2014 BC: 033(5-1) lkU-. Oiar L/999 L240 TCCL: 7 Rq,Mbrlmesz: 3§ Nlb: O54(34) H-CR oil 4 BQL: 0 DOL: 125% C.PFAmr,ha-20 4 HRoI 5 HRoI n 1 103 i, Ca MamAy U*— 139 bs - -741t q I 103n Ca&MM—Y w aw 359bs - -194bs I 15, 1 1 IOS n Qa M—y U I.— 211 bs - -311t Materi l Summary Bracing Summary TC 30I2)K32x4. TC&.* 9As1,¢.P frsn630,BA n&*by0hn Bc S7KY9 BCBm6V 9.f darBAhtg6.3AP fas ,d,*by0h Vas (ALSCS-2012)A32x4 Loads S�imr►rary 1)Th-sneshas ;d,eo IO�ibourndxrdFehadpisdad lz� 2)Th'.ha5' da' fat—T-.fwidW,6i,a®rda.=ax49M7-10,.ihivrob,iFg dSWip,¢ 160nouli k;Erpmxrr Fu%-Endx4&bk{{I,,&,iftonay0(I=IDD)o—lBi% Dim4pfsz47 Ikh-151(E,dZ—TnnN2dw.dv.6m &raiD(IrIb0,OCZm Wdh4ft Member- Forces Summary r h�i��Ma �rl�maxes, ro axhlro�(�AAor.r�rderat.f� aAalr TC `I2 0551 -3201t 2-3 0-141 -966s lac 95 0305 -32bs SI 0333 I09bs r-ZW Whs lg(5 Q175 550bs (-26060134 053g 293 bs (-I07bs) Notes I)Th'sdeq ,e wi5CE7-IOasidaamibyft2Cl7FbHa&MgQ& 2)lhtCRarvS-CItA,ehwualandM¢malddhla¢hrbFekndplsiraapanngtt,mte,fddlmo,du:nd,adknAmnmW tdILL+(Kv- 1),Ah IMi -741" Olt -194bs Obs -31 bs 429 U 1.5x3 1 G-" 4 1.5x3 1 . Aa.A,r.4,yle&aiig I Brian M131cakly 6 I3pUgepbe