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Home My WebLink AboutTRUSS PAPERWORKSOUTHERN TRUSS COMPANIES !NC. SOU -F H E FR N RANDY mSOUTHERNTRUSS.COM I T I' U S S 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: COMPANIES Project Name and Address: Oakland Lake Occupancy: X Single -Family Lot: Block: County: Saint Lucie Multi -Family Truss Company: Southern Truss Companies, Inc. ► %A►NNED Commercial Truss Engineering Program: Simpson Component Solutions 13Y Plates By: Simpson Strong -Tie � Ualle County Contractorl/ Builder. Ryan Homes Model: 18313 Elevation: A Options: Lanai STATEMENT: I certify that the engineering for,the trusses listed on the attached index sheet have been designed and checked for compliance with Florida Building Code FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces as required by the following provision: ROOF FLOOR I. Top chord live Ioad: 20 P.S.F. Top chord live load: -- P.S.F. Design critena: ASCE 7-10: 160 MPH Top chord dead load:_J_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: 25;90 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. I This is an index sheet submitted in accordance with the Department of Professional Engineering. I Tallahassee, L. Engineering sheets are photocopies of the original design and approved by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 Al 21 ' 04 441 61 81 96 2 A10D j 22 06 42 62 82 97 3 A11DG 23 C78 43 63 83 98 4 A2 I 24 D3G 44 64 84 99 5 A3A 25 J2 45 65 85 1 100 6 A31) 26 J2A 46 66 86 101 7 A4A 1 27 J4 47 67 87 102 8 A41) I 28 J6 48 68 88 103 9 A5A 29 J8 49 69 89 104 10 A513 30 V12 50 70 90 105 11 A6A I 31 V 1.6 51 71 91 106 12 A6D 32 V19 52 72 92 107 13 A7A 33 V4 53 73 93 108 14 A71) 34 V8 54 74 94 109 15 A8 35 55 75 95 1 110 1.6 A9G I 36 56 76 17 Ci. 37 57 77 18 C2 38 58 78 19 1 C3G 39 9 79 J - 20 CJ2 40 80 NO As witness by my seal, I hearby certify that the above infonnation is true and correct to the best of my knowledge and belief. .• Name: Brian M. Bleakly Lie. #76051 V"•. �� pyFILE .. rYPIGAL DETAIL @ 00R.NER_ HIP NOTE: NiDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. QA UP TO 265 = 2-16d NAILS REQ'D. 132.5# jper Nail (D.O.LFactor=1.00) nds toel nails only have 0.83 of UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. i � 12 10 �_O _® 77, 12 10-VsER& F_ 0 9-9-5 CORNER JACK GIRDER I toe nail TC & BC. Typical jack 45' attachment J3 H7 (HIP use 3-16d toe nail ® TC TYPICAL CORNER LAYOUT & T 16d I'_I Typical Hip —jack" attachment CHORD HANGERS FASTEN ER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC ————— — 2-16dnails ———-- BC — — — — — — — 2-16d nails — — — — — J5 TO HIP JACK GIRDER I -. TC — — — — —— — 2-16dnails —— —— BC — — — — — — — 2-16d nails J7 THIP GIRDER O TC — — — — — —— 3-16dnails —-——— BC — — — — — — — 2-16d nails — — HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — 3-16d nails — BC _ _ _ _ _ — — 2-16d nails — — MINIMUM GRADE OF LUMBER LOADING (PSF) STR• INCR.: 00% L 0 FBC2017 T.C. 2x4 SYP 2 TOP 20 B.C. 2x4 SYP 2 WEBS 2x4 SYP No-3 BOTTOM 00 10 SPACING 24" O.C. I � SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, ,( Fort Pierce, FL ) 34951 COMPANIES ( 800 232-0509 772 464-4160 httP://WWW_-out =&U==M Fox:(772)318-0016 Brian M_ Bleakly Struct Eng #76051 2690 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL (9 CORNER - HIP NOTE: NDS=National Design Specifictions for Wood Construction. 132.5# I per Nail (D.O.LFactor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. 0 HIP GIRDER O 12 OVER 7-0-14 CORNER JACK GIRDER I ALLOWABLE REACTION PER JOINT (Z) UP TO 265# = 2-16d NAILS REQ'D. © UP TO 394# = 3-16d NAILS REQ'D. toe nail TC & BC. Typical jack 45' attachment I II nD 11 U11 J1 -A I use 3-16d toe nail TYPICAL CORNER LAYOUT & 2-16d i Typical Hip —jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — — J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — — TC ——————— 3-16dnails — — — — — BC — — — — — — — 2-16d nails — — — — — HIP (JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails BC — — — — — — — 2-16d nails — — — — MINIMUM GRADE OF LUMBER T.C. 2x4 SYP 2 B.C. 2x4 SYP 2 WEBS 2x4 SYP No.3 LOADING (p5F) S` R. INCR.: 25% FBC2017 L D TOP 20 BOTTOM 00 10 SPACING 24- O.C. ,SOUTHERN - o TRUSS Fort Pierce Division 2590 N. Kings Highway, COMPANIES ( )FortPierce,09 FL (34951 4 4 800 232-0509 772 46-4160 htip://www.southomtiurs.com Fox: (772)318-0016 Brian l M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-41 60 1 a ■ t* *SERE pThis pmdod is preferable to similar coonedors because of a) easier insfallafen, b) higher loads, c) liver installed cost, " or a combioaGon of tbr_se feafores. �j e'y • All hangers in this series have double shear nailing- an innovation that distributes the load through two points on each joist nail for greatei strengfiL This allows for fewer nails, faster installation, and the use of all Common nails forthe same connection. Double shear hangers range from the fight capacity 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 LUS. ....d .....neon 144 FINISIf: Galvanaed. Some products available in stainless steel or 12MAXO coating; see Corrosion Information, page 1B-1I INSTALLATION • Use all specified fasteners. See General Notes. Naiis must be driven at an angle through the joist or truss into the header to achieve the table loads. OPTIONS: • LUS and MUS hangers cannot be modified. HUS hangers available with the header flanges turned in for 2-2x (31AI and 4x only, wit no load reduction. See HUSC Concealed Flange illustration. • Concealed flanges are not available for HGUS and HHUS. See Hanger Options, pages 2OD-202, for sloped and/or skewed HHUS models. i Other dos available; consultyour Simpson Strong -Tie representative. CODES: See page 20 for Code Reference Key Chart. .7hese products am available with adOmnal corrosion protection. Addri ad products on this page may also be avaitrble wi7i this option, check wish Simpson mrong-Tie for dakfic ,These products are appmved far hisfa► bn with the Sfmng-Drfve SD Structural- Cumixtur=m.. Seepage 30 for Me correct substibrtion and SD mew sip Model N°' NOR Heel Heigh Ga Dimensions Fasteners W H B Carrying Member I Carried Member SINGLE&SRES LUS24 2% 18 114s 41G 13i 410d Mod LUS26 4% IV. 4% 1i4 I 410d 410d MU526 411k 18 114s 5%s 2 610d 6-10d HUS26 415s• 16 1% 51i 3 14-16d 6-16d HGUS26 4%s 12 1% 5% 5 20-16d B-16d LUS28 4%s 18 1% 6% 1% 6-10d 410d MUS28 VA. 18 195s M. 2 8-10d 8-10d HUS28 614 16 1% 7 3 2216d B-16d HGUS28 6% 12 1% 71f 5 36-16d 1216d LUS21D 4t/ 18 1% 7% 1% 8-10d 410d j HUS210 eii 16 1% 9 3 3D-16d 10-16d 1.See table on page 133 for allowable loads. 6LUS28 • 6MUS28 6HHUMD-2 (Truss Designer to pmvide fastener quantity for connecting multiple members together) 6HGUS28-2 SIMPS�i�1 StrongTie �HUS210 (HUS26, HUS28, and HHUS similar) HUSC Concealed flanges (notavaffable for HHUS, HGUS and HUM) III neuuceu new neight ® Double Double Shear = Dome Double Shear Shear Nailing Nailing Side View Side View (available on Naffmg Do not some models) Top View C4bend tab�-�- U.S. Patent 5,6m,580 t F.Ag�gwa le'j�a{.: •. SP Allowable Loads 5PF/HFAODwabie Loads Code Model No. t �leL = �#]oor_. � °a not - �Ymq a UpfiR1 (1b'Oj Floor ' (100) Snow (115) Roof (125) WIDd (ism(160) Upfiff RDDr (100) Snow (115) Boot (125) Wind (160) . Ref. SINGLEWIZES LUS24 490 670 765 B25 1D45 490 725 MO 1 895 1135 420 575 655 705 B95 LUS- 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 B45 915 1160 17,FS,L17 MUS26 logo 1295 14BO 1605 1825 logo 1410 1610 1745 1B25 940 1110 120 1370 1570 HU526 1550 2 —00 __ 5= sJ3 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26 'T ` MEN f'-' _g f 36 . 11 0 _ - 1765 4725 5290 5390 5390 1520 3750 4200 45DO 4635 17,L17 LUS28• 5t 1165 1200 1365 1480 1835 1005 940 1075 1165 1475 MUS28 1555 1730 1975 2140 2545 1555 1880 2150 2330 2545 1335 1475 1690 1830 2275 17,F6,L17 HUS2B 2000 3955 4120 4220 4335 2000 3790 3950 4070 4335 1720 2905 3035 3125 3435 HGUS28 3D15 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4950 5160 5290 5745 17,L17 LUS210 iQC--. 3# 0*r 1165 7445 1660 1795 2270 1DD5 : 1145 13Q5 1415 1745 17, FS L17 � o t pD - ZA 4q5 ? � _: 502D 3000 41D5 4310 4450 493D 258D 315D 3315 3425 3615 132 Note: nforma For dimensions and fastener ition see table above. See table footnotes on page 133. e R FACE MOUNT HANGERS t r These products are acaiWk NO adddlonal corrosion protrdlan. Additional products on Pr Rese products are approved far i6blia600 with the Strong -Drive SD StrudurdI- Us page may aLw be ovallable with this option, check with Simpson Strang -Tie for deba Connadwsazw. See page 3D far Me correct substibrtion andSD suews m I Model i Dimensons Fasteners FJSQ Mowrabfe�L�adt`E'•`• SPF/RF Allowable Loads Ho. Heel Haight Ga WI. R IB Carrying Member Carried Member ='h� All! _(760j; '�-�_=='.:'�=:"s ,Fluor;: :jIDBj; Snow;: c(]7.5)'-',I{y�_ .r :• Root -��•z,: nd `(160j- r • Uprrfll (ifi0) Floor (1lID) Snow (115) Root (125) Wnd (168) Code Ref. DDUBLE&SIM WS24 2 ZK 18 1 V 3% 21 416d 2 16d 44D 800 910 1 985 1 1250 380 680 780 B45 1070 ` LUS25-2 494s 18 3% 4% 21 416d 4-16d =I165{; p8, •`W1625 25 ,1000 880 1010 109D 1385 17 F6 L17 HHUS26-2 Vc 14 SMs 5% 3 14-16d 6-15d �155Qr�= 5�. 1335 2390 2710 29Z5HGUS26-2 4V6 12 Vc 5F/s 4 20-16d B-16d 155T "' - ;�4355v7 1B55 3750 4200 4500 4725 17, L17 LUS28-2 4* 18 3% 7 2 6-16d 4-16d 1165 1315 0 1DOD, 1125 1285 1390 1765 ` HHUS28-2 6%s 14 3Vx 71d 3 221M 8-16d 20DO 4210 4770 5140 6440 1720 .3615 4095 4415 5375 �'117 HGUS2B-2 6%, 12 M TKc 4 1 36-16d I 1216d 3235 7460 746D 7460 7460 2785 6415 6415 _64-15_ L17 _. ` W521D-2 6'fn 18 3%9 2 8-16d 6-16d $73,45 B_E: 9Dn ' S �? 150D 1565 17g5 1935 2455 ` HHUS210-2 6% 14 33Se 8% 3 30-16d 10-16d ,i{40D _.: ` 5t a g0 ,b'B80 ` -P 5 3525 4835 5270 1 5380 y7g5 n F6, L17 HGUS210-2 8% 12 N. M 4 46-16d 1&16d 4095c 1 ODf � • " {9100=. e�]OQg 3525 7465 773D 1 7825 7625 R, L77 TRIPLE& SUES HGUS2&3 4IM- 12141M.1 5A 4 20-16d B-16d 2155 4355 14875 5230 5575 1B55 3750 1 4200 4500 4795. HGUS2B-3 613ic 12 47Y. T/. 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 HGUS210-3 8% 12 4% 9/ 4 46-16d 15-16d :t4095_ t r . 7825 7825 7B25 T7,L17 HGUS212-3 10% 12 4% 1045 4 56-16d 20-16d 5D45 96DO 96DO 9500 9600 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4% 12% 4 65-16d 2216d 5515 10100 1D1DD 1D1D0 10100 4745 8685 B6B5 8685 8685 DUADRUPLE2x SLEM HGUS2.6.4 5% 12 6°i5c 5'/w 4 20-16d 8-15d { �35 Z �23(1� = _ € 1855 3750 4200 4500 4795 HGU528-4 T/ 12 6�u 7'Ks 4 3616d 12-16d?35� 2785 6415 6415 6415 6415 n L17 HGUS210 4 9y 12 6 s 9Y6 4 45-16d 16-16d 4095 -. 91DO 9100 910D 9100 3525 7825 7825 7825 7825 17 F6, L17 HGUS212-4 1034 12 BY6 10% 4 56-16d . 20-16d E. 5= _•�6AQb r - _960D . s�4lipp 4335 8255 8255 8255 8255 HGUS214-4 12% 12 6°iric 1215 4 66-16d 2216d �5515= �D7�_ ''YOB` 01D i 1030g 4745 8685 8685 8685 ggg5 R L17 USEES LUS46 4% 1B 3-Y, 43; 2 4-16d 4-16d 1165 1030 11B0 1280 1625 1000 880 1610 1690 13B5 rl,Ffi,Lil HGUS46 4M. 12 3H 411/. 4 20-16d 8-16d 2155 4355 4875 5230 5575 1B55 3750 42DO 450D 4795 rZ,, L17 HHUS45 434c 14 3% W. 3 14-16d 6-16d 1550 7790 3160 3410 4265 1335 2390 271D 2925 3665 - LUS48 4% 18 344e 6Y, 2 6-16d 416d �1165F' r1315�i � D _ 1625g `_b6D;: 1DD0 1125 1285 1390 1765 HUS4B' 6-A 14 No 7 2 6-16d 6-16d 550E �595= "B = �1960, �147. 1550 1365 1555 1680 2115 17,F6,L17 HHUS43 61k 14 3% Na 3 22-16d &16d !g O W15.s �Q ` 15D1' ;efi440$ 1720 3615 4095 .4415 5535 HGUS48 6W 12 3% 7K. 4 36-16d 1216d ?s_�2�5r �'�4 A6 ' 460 2870 2785 1500 6415 1565 6415 1785 6415 1IMS 6415 2455 17,L17 R F6,L17 LUS410 6% 18 M BY 2 &16d 6-16d 1745 1830 2D90 2265 HHUS410 Sib 14 3% 9 3 30-16d ID-16d 3745 5640 6385 6690 7165 3440 4835 5480 5910 6165 HGUS410 8%c 12 3% 9 4 46-16d 16-16d 4095 9100 . 9100 1 9100 9100 3525 7825 7825 783 7825 17,L17 HGUS412 Ms •12 3% 110'Ac 4 5&l6d 20-16d ' " ,6 _ _ B �,OIY I'M 4335 8255 8255 B255 8255 HGUS414 11'Ac 12 3% 1M 4 6&16d 22r16d 51 -10'IU ��pp' =•1010U -1D10a. 4745 8685 8685 8685 BOB, 1. upca[ maps nave Deen mcraaseo du% mrwmo or earmquake Wading with no further Increase allowed. For normal loading appications such as cantilever construction T-ANSIiPISPF, T-ANSITPISP and T-ANSITPIDFfor anDwable loads that consider ANSUIPI 1-21307 wood member design criteria (see page 213 fordebY4 deter to Simpson Strong -Tie® Connector Selertw"sotivvare or conservatively divide the uplift load by I.S. E Loads shown are based on minimum of 2-ply 2x carrying member With 3x carrying 2. Wind (160) is a download rang. members, use 16daW nails into the header and 16d commons Into the joist with no load reduction With single 2x carrying members, use 1 Dirt'£ naib Into the header 3. id'mlmum heel height shown is required to achieve full table loads. For Ian than i minimum heel height, see technical bulletin T41EDHEEL (see page 215 for deftft) and 1 Dd rxmcmoos info the job and reduce the load to Db4 of the table value. & HAIM 16d = 0.162' dia, x 31/i long. 4. Truss chord cross -grain tWWDn may rmdh allowable loads Marto teshniral bulletins See page 24-25 for other [rail saes and Information. ir en ■ 133 r. Erigioeeredifli: Wood & Structural Composite Lgmber.Conpectors SIMPSON :StrongTie P. Actual DiT.mensions Fasteners Allowable Loads Joist i Model No. size Ga W H Min/ B Max DF/SP Species He SPF/HF Species Header p Face Joist Uplift Floor Code now Roof our Snow Roof Ref. HU416MUC41fi 3�is 1344 14 234 Min 20-16d 8-10d 1515 2975 100) 3360 3Ax18 ,HGUS412 3HE 13% 2% Max 26-16d 3% 1210d 3610 2565 2895 3110) 2015 3870 4365 4695 3330 3760 4045 19, LIZ FB i 1HGUS414 1034s 4 — 56-i6d 12 33e 12/is 4 2016d 5045 9600 96D0 960D 8255 8255 8255 0 !HUCQ412-SDS — 66-16d 2216d 14 394, 11 3 — 14-SDS'/,'x234' 5515 1D100 1D100 1D10D 6685 8685 6685 19, Fm 0 IHU68/HUC68 5%5'�5s 2'k Min 1D 16d B-SDS'/,'xL)4' 251p 5460 5560 556D 3930 4000 400D 5/ax7Y, 14 5'fz 5% 2'k Max 4-16d 900 1490 1680 1805 128D 1445 1555 �IGUS5.50/8 - 12 5'% V& 4 — 36-16d �1fi �g DB—19;t12F� 795 2025 2160 e HU610/HUC61D lYs Z'i4 Min 1416d 12-16d 6-16d 3235 7460 7460 746D 6415 6415 6415 19 1345 a 57x HHUS5.50/1D 14 Sk 7% ZA Max 18-16d 8-16d 2D85 2350 253D i795 2025 2180 1795 268D 3020 3250 23D5 18, L12, FB °r 9%-9% HUCQ510-SDS 5b4 9 3 — 30-16d gIL g 1D-i6d 2605 280D 3735. 5635 fi380 6880 4835 548D 5910 I! GUS5.50/10 3 — _ _ _ _ _. 12-SDS234' -f> SDS'/C2'�'— =2520- -4680= 5380 =$715— 3370 3875 4115 12 534 81%. 4 HU612/HUC612 — 46-16d 9% 2'A Min 16-16d 19, F23 4095 910D 9100 91D0 7825 7825 7825 1&16d 5'r1 9A 2% Max 6-16d 1345 23B0 2685 289D 2D50 2315 2490 11Y -11% H HUS5.5[U10 14 22-16d 5+r4 y 3 8-16d 19, L12, F8 1795 3275 3695 3970 2620 3180 3425 b* WUCQ612-SDS — 3D-16d 5'fz 11 3 — 14-SDS Y4w%' 10-16d 3735 5635 6380 ' 6680 4835 5480 5910 i HGUS5.50/12 B-SDS Y4WH' 2520 5315 5315 5315 3825 3825 3825 19, F23 12 534 10f4 4 — 56-16d 1 534 12% 234 Min 20-16d 2D-16d 8-16d 5D45 9600 9600 960D 8255 8255 8255 � 1616/HUC616 14 � 12135s 234 Max 26-16d 1216d 1795 2975 3360 361D 2565 2895 3110 2695 5'/a x 14 HHU55.50/10 534 9 3 3870 4365 4695 3330 3760 4045 19, L12, FS HUCQ612 SDS — 3Q-16d 534 11 3 — 14-SDS 34'x234' iU-16d 3735 5635 5380 6680 4835 500 5910 HGUS5.50/14 12 5% 12A 4 — 66-16d &SDS Y4-a%- 2520 5315 5315 5315 3825 3825 3825 19, F23 + HIU616/HUC616 534 12% 234 Min 20-16d 2216d 8-16d 5515 10100 10100 10100 8685 8685 8685 14 5'A 12134a 2% Max 26-16d 12-16d 1795 2975 336D 3610 2565 2895 3110 2695 5% x 16 HHUS5.5D/10 534 9 3 3B70 .4365 4695 333D - 4D45 19, L12, F8 HUCQ612-SD5 — 30-16d , 511 r4 3 — 14-SDS365t2Yz' 10-16d 3735 5635 6380 688U 4835 548D 5910 HIGUS5.50/14 12 5'k 1234 4 — 66-16d 6-SDSY,'x2A- 2520 5315 5315 5315 3825 3825 3825 19, F23 HU616/HUC616 5f 12% 234 Min 2D16d 2216d 5515 10100 10100 iD100 8685 8685 6685 14 5'r4 12'Yis 234 Max 2616d 8 16d' 12-16d 1795 2975 3360 3610 2565 2895 3110 5%x18 HFlUS5.50/10 5% 9 3 2695 3670 4365 4695 333D 3760 4D45 19, L12, F8 HOCQ612-SDS — 30-16d , 5fz ' 11 3 — 14-SD5 Y,'x2'r4' 10%- 3520 5635 6380 6880 4835 mu 5910 HGU55.50/14 12 5% 12% 4 — 66-16d 6 SDS %k2'f' 252D 5315 5315 53i5 3825 3825 3825 19, F23 HU41D2/ Ph9'r4 234 Min 14-16d 22-16d 5515 1010D 10100 10100 86B5 8685 8685 7x HUC41D2 14 7+/s 9+1A P% Max 1816d 6-16d 1345 2D85 2350 253U 1795 2025 2180 9% HHUS7.25/10 + 7� 9 335s 816d 175 2680 3020 32511 2305 26D5 280D 19, L12, F8 HGUS725/10 12 — 3D-16d 7Y 8% 4 ID-16d 3735 5635 6380 6880 4835 5480 591D H0412-2! — 46-16d 7'/e 1136 2Yz Min 16-16d 16-16d - 405 910D 9100 91D0 7825 7825. 7825 19, F23 7 x HUG412 2 14 1134 234 Max 2216d 1 6-6d 1345 2380 2685 289D 2050 2315 2490 11Y, -11 r4 HHU57.25/1D 7Y, 9 33;s B 16d 1795 3275 3695 397D 2820 3180 19, L12, FB 3425 HGUS7.25/12 12 — 3D-16d 736 10% 4 1D-i6d 3735 5635 638D 688D 4835 5480 5910 HU¢14-2/ — 56-16d 734 13% 216 Min 2D-16d MIN 5045 9600 960D 9600 8255 8255 8 19, F23 HU0414-2 14 7 x 14 Tib 13:4 2'k Max 26-16d 8-16d 12-16d 1795 2975 3360 3610 2565 2895 3110 HHUSZ25/1D 734 9 3Yis — 3D-16d 2695 3870 4365 4695 3330 376D 4045 19, L12, F8 HGU5725/14 12 71/ 1214 4 — 66-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HUC41 73S 13;4 234 Min 20-16d 22 16d 5515 10100 10i00 10100 8685 8685 8685 19,F23 - 7x15 NUC4142 14 716 13% 2+r4 Max 26-16d 8-16d 1216d i795 2975 3360 3610 2565 2895 311D HHUSZ25/1D lY30 9 33Ss — 3D-16d 2695 3870 4365 465 33 19, L12, F8 376D 4045 HGU5725/14 12 7Y. 12%s 4 — 66-16d 10-16d 3735 5635 638D 688D 4835 548D 591D , H1414-2/ 73e 13% 2% Min 20-16d 19, F23 2216d 5515 10100 1010D iD10D 8685 8685 8685 HUC 14 2 14 7x 18 713% 214 Max 26-i6d 8-16d 175 2975 3360 3610 2565 2895 311D HHUS725/10 7Y 9 34Ss — 30-i6d 1&16d 2695 387D 4365 465 333D 3760 4D4B 19, L12, F8 Q HGUS725/14 12 711. 12�/,c 4 , — 66-16d 10-i6d '. 3735 5635 638D 688D 4835 548D 5910 7x14 to 30 For idaDnal hangers see HGU/HHGU on page 1D7. 2216d 5515 101DD 1010D 10i0D 8685 B6B5 8685 19' See footnotes on page 105. MINIMUM GRADE OF LUM13ER Top Chord 20 W #2 SPF $1/#2 or bolter Boll Chord 2a3(+) OR 2x4 SP #2N OR SPF #1/J2 or better Wabq 2x4 SYP #3 or butter (+) •Rx3 MAY BE RIPPED FROM A 2xG. (PROHED OR SQVAR ) (ON)ATTACH EACH VALLEY TO EYE1llr sUPPWMNG TRUSS. W91111 (2) 16d BOX (0,136- 8 -3-01 MAILS TOE —NAILED FOR FRO 200'. ASCE 7.10 - PH WIND. .. 5._ . MEAN HEIGHT. ENOL08ED BuiLDIN0. FXP. 0. REWDENM WIND TO DI..B PBF." CUT FROM 2xa OR LARGER AS REQUIRED 4'--0" Max L1ax sx4 8'--0" ax 6'-0"Max UNLESS SPECIFIED ON ENGINEER'S SEALED DEml N, APPLY 1Hh 17 I CE,-80X LENGTH GF WE9, VN�LxEY SAME SP60niS D 4rtA0E OR BETTER • ATTACHED EYQ ILIdy sPAC�,OFOR YE' VL YALLEY was 0 EATER THAN57�LAgERgC BRACING, MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT ER EED 12'-0", TOP CHORD OF TRUSS BENEATH VALLEY SEr ST BE BRACED WrrHI I"OPgIIX ATTACHED, �RATEO SHEATHING A P41ED PRIOR TO VALLEY TRUSS NOTAUATION OR P1LINS AT 24" 0C, OR AS 07AERWISE SPECIFIED (INN ENGINEERS' SEALED DESIGN D BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON ENGINEERS' SEMID •D ION. W.rH TFIE PURLIN SPACING FOR B CIF{0 THE TOp CHORD OF THE TRUSS BENEATH TNC VALLEY 3 MEASURED ALONG THG SLOPE OF THE TOP CHORD. (4+) tAROER SPANS �lAY D� BUILT A5 LONG AS TqE VERTICAL HEIGHT DOES HOT EXCEED 12 —D . BOTTOM CHORD MAY IE SQUIRE OR PRCHFD CUT AS SHOWN, (2)12d 11 SQUARE CUT BOTTOM CHORD SQUARE CUr (-)TOE NAI VAL ROTTDM P Rp VALLE(. •' 'Nalc►l END se►� I 20'--0„ Max SUPPORTING TRUSSES AT 24" O.C. MAXIMUN SPACING, W ca r— 1--1 T rl So Erection bracing h not IN respsn9MV of im, designer, pials manuh �r nur Imao Iabrlcolob p6ww areclingq Imam are osutknW to eeek prole SOU HERAA Woe regaling ringcreegro mon andrthIch umanenl bsciyi ng which lmay be requ gyp+ F )rt Pierce Divlsian and do appl dal TRUSS S 2080 NN I{Ingm tS hhwoy, =P.� of handling, lam, Sao aping bracing Summmry elak onucle w and recur Fart Pleru% Fl. 4801 doikns Nor hondgllg, Walling it bmcing melol play conneclad wood trussca COMPANIES (GG)232—DsOa (772�404-4180 Trusaw am to be enmied and IaTtonod in loe(ened hn a alrelghl and plumb nur/hT,..+Ie.mu".we.m B Fexi(772)718—ante vhue no shoaling Is appffW dhaclly IQ the toFF o vads, they shall ba bray �•, Wiled on thti� ddmign. Trum aholl be ho dle Bph reasonable cars wsN OPTIONAL HIP JOINT DETAIL PPS FRAMING TO LL 20 20 PSF TO DL 10' 15 PSP' 13C DL 10 10 PSF 80 LL q0 00 PSF TOTAL LOAD 40 46 PSF DNUCIIDIII)m 11.25 1 1.25 CD i ACSE 7-10 �—MPH—W}ND—`5P—EED- — MEAN HEIGHT ENCLOSED 1— .25 EXP SURE cE c cE' ^13l' iahng—Group- 5 sal®a—and Broa� No Iff3 S oa o oa _ _ �raoaa Group A Group B Group A Group B GrouprA Group B Group A Group28 G�ou11A , 13up3' f 41 spacing ao c v SPF o HF aSP - 0 N DFL j SPF Vo HF A SP C7 DFL m V SPF PF E 0 r DFL , ENV. GABLE TRUss DETAIL NOTMI LIYE LCAD D •cMaN�QCIIJIMIA 15 LAO, PRC—IDEn„ : UK HINU. ra PSF To OEM WAD) FOR r2) 1T` .,.._ to "L BRACEst SPACE NAILS AT 1 18" EN . ONE- AND 8" rid. omWW ZONES, ^ ntuCrNC M sT BE A MINIMUM OF 809 OF WED oul1 an4 R f NEFER lu u�Mm�.� l"R PFJUt SPLIDI: AND HEEL KATES. REFER To CHART' A13M FOR MAX CaAeIE 1/EFtT1CAL LEN {fF1 V VC= a^ r--o 3 p j? Fingon brudng b not the repponpfblUly of trvoa dpalgner, Plato mu n fadu Tr or Ino labrlaelar, petaono oroeling ImaeOs ore aaulloned le push polown ul SOUTHERN on regaMng ureatlon brednq ahlah to ahr�s r�quTrod to prevent lapel nq and dominoing during I lion; and permonan'h l ��hl� �WW required eCIn Fort Pierce Division opo emu appgeulfom Sop 'BC51-111 S�rmmmY TR.0 55 25aC N. Xingu Highway. doUono for hondbg, WON Ir brvrang molal else coiineulud need IrMea I. Maltlmun Total Load Bo PSF Fort Plarco, FL 34951 rryaspy are IQ bo oruded end foelunod In f a on 1n d; e6alghl omi Plumb pen ton COMPANIES (Boo)232—o50n fL772)464-415D trharo no eheuUngg >a opppged dirool� to the top ahor�e, They Blid 6a braapdaa SPACING AT 24" O.C. et¢./�n.x.v.l,.an,mna.m Fatt:(772)3 a—CC7 a apeoUlad oa thu irua� dI alga, Truaeue all be handl0 htllh reaeongblo emo May , eraugon to nl d II Ii G -Fy pIC�al Rig -MINIMUM- GRADE -OF -LUMBER- - - - Top Chord 2x4 SYP #2 or better Bolt Chord 20 SYP #2 or better Webs 2x4 SYP #3 or bettor REFER TO SEATED DESIGN FOR DASHED PLATES SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPUCE IS NOT DIRECTLY OVER ANOTHER. ATTACH PURUNS iv TOP {ggOFpFIAT TOP CHORD. IF PIGGYBACK IMAY BLE APm BOEIRIEATH TBeIE TOPCCHORD OF SUPPOdRTNOUTRU55. REFER TO ENCINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS �D"EIAIL IS APPLICABLE FOR THE FOLLOWING WIND CONORIONS., ,(a=.MPH WIND, 30' MEAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN ROOF 1 MI. FROM COAST CAT b DIP C. WIND TC DLrB PSF, WIND BC DLP PSF B30'GTRFENCUMEDLDO. LOCATED AHgEM ROOF WIND TC OL-D PSF, WIND BC DLrB PSF. FRONT FACE (X•MAY BE OFFSET FROM BACK FACE PLATES AS LONGAS BaiH FACES ARE SPACED 4' CC MAX. 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 B09: LENGTH OF,! WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 2x4 '1" BRACE. SAME GRADE, SPECIES AS I' WEB 10' TO 14' MEMBER, OR BETTER AND B07 LENGTH OFh WEB MEMBER. ATTACH WITH 16d NAILS AT 4" 0/C. OPTIONAL SPLICE D B B 1-- B JOINT TYPE -— SPANS UP TO 30 34' 38' 52' A 2x4 2.5x4 2.5X4 3x5 8 4x6 5x6 5x6 5x6' C 1.50 '1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 2' Typical B I I, e El I L ii I F- *ATTACH PIGGYBACK WiTH BNW12" CDX PLYWOOD WrrH 4-#5d NAILS IN EACH BOTH FACES 0 '4'I' 0" O.C. MAX. W cs r- o—r! T e-1 Erection bracing b not the responsibility of . a designer, plate anufaclurer rror Iran fabricator, persons erecling tam are Cautioned to seek professional SO�['�'�'1�R11d advice regarding erection bracing which Is always required to prey nt lappring a'I+'�71iI Fort Pierce i� fv(s f a n and dominoing during ereclion; and permanent bracing which may required in • TRUSS Z580 a Kings HIghwoy, sP�e application, sea •lim-111 Summary pbeat Commentary and mcommen- �en T��t �i Fort N. Kings FL 34G9 dolions for handlmg, iWomng k hm40ng melol plate connected wood 1 (iPI). `rY1Yl1PA6LI��aS. (B00)232-0508 (772)464-4160 Tnoes are Io be erecled and roalened in Iaslelred in a straight and QQI b position Fur;(772)31 B-0G I B where no shoaling is appried directly to The t` shame, they shall b braced us epecilled on the Imes design. TruSSIS Shall bo andle with reasonable care during «ec0on to prerenl damage I, C C C C. C Maxfmun Loading 55psf at 1.33 Duration Factor 50psf 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 +/- 6". I THIS DETAIL IS NOT.APLICABLE WHEN BRACING IS '** REQU{RED AT'1/3•POINT-S OR PBRACE IS'SPEQIFiED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3" X 0.131") NAILS SPACED 6"'O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. • ' MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH =.IZ-W 2x4 MINIMUM WEB -SIZE- SCAB BRACE MINIMUM WEB GRADE OF #3 Nails � Section DeiaD ®-� 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 cc&ert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size• ( Nail Spacing 4�7 7'I " ox- 2x4 or 2x6 or 2x8 16d 8" O.C. Note: Nail along entire length •of :T-Brace / I -Brace. (On Two-Ply's.Nail to Both Plies) .. ' alternate position %k Nails jSection Detail ^\ T-Brace web alternate position Nails Web Nails I -Brace Nails X SPACING _ Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 2x3 •or 2x4 1 x4 M T Brace .1 x4 (`) 1-Brace 1 2x8 12x8 T-Brace 12x8I-Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 12x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 12x8 T-Brace 2x8 I -Brace T-Brace / I -Brace must be same species and grade (or better) as web member. (') NOTE: If SP webs are used in the truss, 9x4 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 1X bracing material, use IND 45 for T-BraceJI-Brac For SP truss lumber grades up to #1 with I bracing material, use IND 55 for T-Brace/I Brace L-BRACE DETAIL Nailing Pattern . L-Bracelsize I Nail Size Nail Spacing 1x4 or 6 10d 8" D.C. 9,1 -Note: n Nail along entire length of L-Brace, •• (On Two -Ply'& Nail to Both Plies). VVE Web Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover 90%of web length.* ' L-Brace Size for One -Ply Truss Specified Continuous _Rovas=of-L=ateral-Bracing - Web Size 1 1 2 2x3 or 2x4 1 x4 2x6 US *** 2x8 2x6 '*t —DIRECT SUBSTITUTION NOT APUCABLE. must be same species grade (or better) as web member. - L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 ", 2 2x3 or 2x4 2x4 2x6 2x6 *** 2x8 W *** — DIRECT SUBSTITUTION NOT AMICABLE. :' Southem T1-uss Companies, Inc Tiucs: Al . SOUTHERN 2590 N. kind Hi�lwa � Y PraectNimc: 1833�A Truro 'mLiss ' F(xt Pierce, F1 34951 Zak: s92018 11:M-43AM C43�12p:xx�IzLEictic TM TnnS �QGIlPP.NIES (800) 737_ 0509 (772) 464-4160 (772) 318-0016 FaX Pale: 1 of I [knioo: �17.7.1 [Build 21 Ma)eialIldtal`aeirratac 1565 Shin Pitch Qry OHL OHR CAN7L CAN-rR ME gladm WG TILY 45" 5 /12 3 GOO 04D-0 0-M 140 1 24 hi 235 )t1c. 45-8-0 . t 7-SS 7-5-5 — 7-5-5I 7-SS 75-5 i 7-1ii _ E 1-4-00 t 77-5-514-10-)1 224-0 29-&5 37-2-10 4550 12 5F- 5x6 - 3x4 / 3x4 \ 4 6 4x7 / 1x4\ 7 17 16 15 14 13 3x4 - 3x4 - 3x4 - 3x4 - 04 - 12 3x4 - 3z4 \ 0-0-0 B-10-6 I 8-10-6 32-7 _ B-10-6 8-10-6 17-8-13 26-11-3 35-39 Loading Genera[ C9 Smnlarary Deflection L/ (Ioc) Allowed Imd (pIf) B83C<dc: FBC20171 TC: 089(6.3) vncp-. 056n L/927 (16171 L/I80 TC L: 20 TPF I-2014 BC: 0.49(17-1) 1btLL• 0-4h LIM (16I7) L240 Tom: 7 AgMbIT--.. )Es uffi; 095(5-14) Cwa-r7L• 00Ib 2L/999 Palo) 2L/:20 BC 0 n(1L: IZS °:. Ckmic"LL oolh m/m (10.10) 2!./3) BCDL 10 H-CR: 0.156 II 1%tQT(JsN,%rq.[ (134.4-290.) r2D.Q-13AQ (30-I-1-14A) (40-0,3-13X) (SAQ3-13fA) (6".3-1321) (70-1),14 ±) (8:1-10,47= (90-123.13y0.) (10344,1-IA) (112-8,30A) (IM(41-,V) (13DIP-M) (14¢Oj4a) (1501.340.) (16oQ1-120.1 (I7D-03-aa) , Peactlon Smnlmry Jr T9oe iftCumbo MVAM M-61 RpditVW M.Yt w M-C:avIJP[+1 M.Vkdw MtuLw M.R� I lii(1Va1) 1 8u Cm M—q M, I,73ObG - -736 bs -7366s 1426; II ftRol(V81) 1 Sc Cuv mM" Soon I°437ft - -781 bs -781 bs ob, Material Summary Bracing Summary TC SP(M3062113)lC214 cnpc Tcaa&g 9tmtielorRcbueRdO,RrcindynbyClMs 1-3 SI'wSor,2013m - 35 T(ALDG-2013)SS34 BC SP(MSrb2013)SSN4 BCBrs iy: QimOnlcrllebaalS6-0.11aitd nlyCYus R1<tla SP(AL4:Y-2112)8.N4 SP(.4L�1S'013)F=-N6 Loads Summary I)Tk;. r hasbmi& drQMlfid:de410riI md�JFehJpIM dbad; 2)Th'stnsahssbmidey�alfQirdT tduid(ud;nsmrdaru 7-IOviltlkfoEroguxd:fib:pcl/.)mphuYitagE�pmoc�Rd3Tid.dfnN-FfR.&dLq;ianuyA(1-IluAQvelBl>r M.40fix4733fih-I5f(TtxFiidzu Tnt Nawffawb+ ¢bd.DOL-160,OCZorcWdh4fi 3)M'hi—q h.—J BC)zbt16(r7.1)esmth..TVW L..i Member Forces Summary TaFbi dme Mm3a14mxsB. mxaxevms(mxpx gx.rp eB ddTeevtnmmncnxnlrasj Tc I-2 a444 -3361 h- 56 03S) .2A%bs 9.10 065 -677W 24 0544-3,2776s 63 0294 •3j221n . 42 C402 -26SI E, 8.9 ofm Z1s ec l0-II II-12 0353 710 bs (-13SW 12-15 a467 2M919171. (-()1386s) 1-1-17 a48) .o61M ¢1,11_bnt n177 7931 b; (-1 i38im 14-15 a448 1917Es (-R9tr,) 17-1 O.A39 301M 03141x) a(07 337 bs (-269bs) 5.4 0955 wh, (-397M) S(I 0953 -2,a4i bs pr n453 Wbs (?70M) 6-14 odSS SMK- 9•ii 0.190 (m1% (25b4 - n740 E. 6I2 0367 4'3 Eu 11tlu 2-17 s(7 '115 -670 (-zi76s) \\�\\ 039 894). (-0w 3-13 OW 3Mtb (-218W) raa1� I)Th-ad.ptisbsdmA�E7-IOutJaa°ndb,•ir2,YiRritnBnifrgCode 2)YnOttud}irzC7tatebewtml.ndMvoroldlbx,.dmo&,eWdpbo(eaupmmpo or6fm 6a dadlv4ompadncDdLLL+(Vs- 1),Di!_Wi.amaibn�+�Et.�(T�4' /fR 1. pE� ° 3)Agir amdOwx,Cj-IIB�h 4) �Irxfmumdix°shvaliva:(QR)mpuulet(nlxuxbav�'si3waAwacorQ](mualr-•d�uti'dR'xa/i-hcwdaea0.'F81RBR/�FrabmweuClA slimy}iLdnf.�pehuslr�cmrio:Aaavabslamlona�Xral,.cicnTdra�davibieTnt¢MamlOwevprAlSTP 1.31TSvin2369 - xndaiswlhaavt I — ZZ ! I xg•aMtmtpla.esofirisrytmunmRAibpfe0tA8g BrianU Bleald� xfvadd'aul'nf imAlmmarpbta#ulh S—E.t&Vxv Iruhih Fdb—hjh, don 18prtggke 2WTilr.i=sFr RW¢fl: 4i Southern Truss Companies, In.c. s=I Al OD - 2590 N. kin Hiighwa � Y P117mDcT me: Prc 1Ri3I�A SQ�tiT!aEiiN TT11Si�lwxT. ch: SUSS Fort Pierce, F134951 hate Fels 113&44AM Ca71p7-WSO1tdxn57M COMPANIES (300) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pax1or1 rnbs I 1bsi= 2016II3 [Budd 301 1yUmial Dabbam iers ax 1565 Span Pitrh Qh OHL MR CANYL CANT PLIES Spacing WGCIPLY 49410 5 /12 1 040 00" W I-H 1 24 in 222 0.n 48-M 57-12 4-0-4 7-0-0 7-" 7-0-0 7-0-0 4.4-4 i 5-7-12 57-12 70-0-0 31-0-0 17-0-0 24-0-0 38-0-0 42.4� 48.0-0 1F- 5x6HS18- 3x4- 5x7- 3x4- 5x6HS18- 12 5 T ix4\ 3 4 5 6 7 ix4! �5 ——2x10I---- - 8 O 5x6- IX/Z :!��z 5x6- 11 t 9 T15 14 13 12 11 10 3x9- 4x8HS18- 3x4- 3x4- 4x8HS18- 3x9- 0-" I � 9-0-0 9-6-2 8-11-11 9-6-3 tm 10-M 19-6-2 28-5-13 3&" Loading General CS1 Summary Deflection L/ (loc) Allowed Lind (1d1 BI%C.&: FBCh)171 TC: a73(2.3) WIL 1.17n L" (12-13) L11S0 Ta.L: 20 7R1-2014 11C: M(10-121 )hiu-. Wit LMI (I2-13) L240 T'COL: 7, RcpMbrlm v Vs Wh: oho(4-15) HnQ: 029n 9 B112.: Oi DOL: 125% Cn*Fk..;x.-20 BCR : 10 PoeUTsesl>+x�')'J k 05A -9AA) afW1 13,;5.) (30-I}12A) (4ll -' M) ($D4),2 4a) (60 3-SA) (713-1312a) (0443,13.) (9581-9A) (I0.I-123W (I1042-M (120-03.50.) (I3003-M) (14110:-2 0.) (15:1-123-R0.) Reaction Summary Jf Tyre &pCmbo MVAlh Mash) . ROBOAth M.Ra Ma<G111W Max)VdtW M.LW MUH. 1 P1n()lhU I Sn G i M..q 3wil 1,7761. - -7971.. .797hs 61 bs 9 HRN(Q-) 1 Sri C—Mwx y 3Wih 1.7761s - .797b: -797 bs US Material Summary Bracing Sumozary TC SP(.41S0i-t'o13)VN4 e.qt TC&s8W S)xnlWaArisar2-3-0,Minde><n(yOMs 3.5 SP(ALK)53013)SS2x4 5-7 SP(AMS-: 13)s2-4 BC SP(AL9762.013)SS2,4 BCH..,, 6hafdm3)uhsa0-IOO.AuE+dsgn4yDMs Wbs SP(A491Li I'_)k334 1,oads Siunmary qTb's.uahuben�raneei�h�olopslctindear�t,+dpemdt�as ' z)Thcnmhasbaid �rdrarhdrmsara:,dm6:b,mdava�i.19�7-�o.:r,tieroawmwrer..d:Sae l6nm(t�WirtmaE�va�CndvF ••t�l h4 'nga IXLO—IEGte I7Fns40flx4733fth=ISO,�lbrEd2cxTnvxhi'O,oadad,mnder30� Il0,CL7meR�4ft 3)M'nmmnsvayraiehad ons®rdarmi]�1BCTaokl/A7:1 hnmbanappW Member Forces Summary ,ab> �M 1om�s �.. Irm�c>n< ro�rde prn�n�<a<blr«� TC 12 ofiss-4A401. 4-5 06% Jss4bs 7S 07M -2,wbc 2.3 0.7X-3,7391a 56 06(8 441s SA 04M -4,0401s 3-4 a421-3.401s 6-7 0421 -3444ks BC 9-10 0394 3A996c (.2,146hc) 12-13 0604 5M bs (2916W 15-1 0394 3A931s (,7I45b4) 10-12 0654 4666bs (.25Mbs) 1345 0654 196Fs (-2-C411W 9-" 4741-0 Wbs 2-IS 02" -377bs 5.13 0367 -442bs 7-10 0.447 1,101 t, (-506W 3.15 0447 1,101 bs (-Sasm) S12 0367 -442 bs SI0 ar9 -377bs 4.15 03% I{4 W 6-12 0'IS 367h 1,%W 4.13 0.'_'4 562hr (S61s) 610 053S-IJ34tx \\\\� BL�Q I)Th'sd*n'rbawd :E7-10mrdmr byt.W7RriJaPMUngCuk 2)VnCRadHc�zCRamJiew®IAMI�¢mal�mS.ieDivebadpls4wa:PazrgimadMkixidimdidiud,nnrymias7lllILi(Ra-I)xDfl_IUemda�wilATSVf111 3)Agin1ymn.o1f=,,C4 �O.a!(lushmap(isilof>:phehbal �r+�wixsla<dma�-0%Fi6iabnTdrann4ndlytrTn wMendaaavpn/SSTA I-7p77Seion236.9 4)Rniimde:perdrsisgenpl 3) ® a6.1 v. psttminsa:x(C1R)raFu'4lmbebw6m(s,SvniRwsnl'(IRnur�laadarywrtydop.ah'h•. nsAR'FBQRBHACL• hralsmv.�sod.Rcandd. naltinuiip.re•. I l _ d,[sdnndupEltre�,aNt11�RCEmA1N'FRSmytodms -�� I STA i 0Rt9 KIf10EAmgdtlikd�9olbefim9delremuimxamcThed ndhu:dvihaln�'slaffiand%(mob¢aMmpiraro�spp4d4yleTn�Me n,drdaiq�mfKameau7 a,dmngds�ieadiriJmm6nssfuhlgheBudfre BrianMB ID@cAealmh-sdaagg"ad'uaaas�ri¢d'pmf�uvla%'rmi�g �orcbh,'mbyfarheneammpavai�gw.n5ele�wyagnMh'1nq,narsldmm�ron&CuN K pawt.ddreminkmoinAlm r2mrh9a14x ^'a' �bi'^P`m�lETifarq¢n)•,Incoaaardar�xw2�E4i-2762.AImnmxpbt �pugml�tr�dedph fdwdlya �IS-oli i�id aesen lSpigephKaSS'IS,whEind rmli�uev�lsgaugephr !'i &gRPWq 24901�1u�H'cttR R3t931 Southern Truss Companies, Inc Truss: All DG SOUTWEAN 2590 N. kin Hi wa � y Pmje4xNarne: :�3-D-A Trusslx-;i2w: TRUSS FLrtPiace,F134951 >�: sv°2o1s 11:3&45AM 'Tr,,, COMPANIES (800) 232-0509 (772) 464-41-60 (772) 318-0016 Fwe Pam: 1 of3 Truss tb>:2oiz7-1 [Build 21 matmial Damas:,ersioa W Span Pitch Qy am OHR CANTL CANTR PLIES Spacnig WGT/PLY 48-H SA2 i a" G" 14W 140 2 )tin 29ON 41-10 3-10-fi 6-4-13 6-4-13 6-0-13 6.4-13 64-13 &104i 41-10 41-10 8-0-0 144-13 20-9-10 27-2-6 33-7-3 40-0.0 43-10-0 48-0-0 T 12 7x8 HS 18 / 4x4 - 1 z4 I 6x8 HS 18 - 4x4 - 4x4 - 7x8 HS 181 12 5� 3 4 5 6 7 8 9 �5 1x4 P �Jo —x7 - 11 19 18 17 16 15 14 13 12 4x4- 5x6HS18- 4z7- 4z4- 4z8- 44- 4x8 - 5x6 HS 18 - \ CJS J8 J8 ® J8 J8 ® J8 JB JS J8 ® ® ® JB ® J8 CJB J8 , I IO-" I -0113 i Lr13 I 13 37 13 74)-0 -0 -0 26 + 47-0-0 Loading General (A Summm-y Deflection L/ (loc) Allowed r®d (p;f) HtlgCoic: 7BC2D171 TC: 051(5-7) WOC 13Sn L/W (Iiib) LI190 Tai-: 20 -IA 1.2014 BC: 055(I5.16) VMLL. 06b L/M (15-16) L124D TOIL: 7 R�Mbriroeic 71b Wb: 092(3-19) HszQt 024i. II BC(L: 0 130L: 12-5% Gapr ma ,K m BC13L 10 Iru•OY (Jra�,'1%ugJ: (ISII,1-30) (2SN7}13,10,) (34244,11.) (4:1-12,z SA) (50AS4,%) (604k140) (/:1-1233a) (SJ-12,. .) (902,4-8,11.) OOM-1119k (11611,1.3A) (IT3$j.4}L) (13:1-I2i-SA) (1404,24211) (15:1-I2ssa) (1600,,i-W Reaction Surimidry Jr Tw- BreCo bo BMXVth Maui+l ROBrgMUh MaxRoa M.GavLM M-y;m1jpih Maxlkm MaxHxi 1 Ifi(llgq 1 9h Cm .Mas.vy 3Mh 3,5M ks - -lo)I bt -INI b, -23 ku 11 }rRoi(RSIj I Se Conreetf..y 30Dh 3$i9 be --IQilrc-I,997N 0?. Material Summary Bracing Su m>;ary TC SPlAL93] 2017)SSNA ao;e TCBma� 9.st.dcrAaE.snt1111\A.F, iryftl,ea 36 SP(Ah.90C2013)%2.6 6-9 SP(A-SOS-2013)552.6 BC SP(NS72013)SS2x6 BCBnu� Shmhd.RakK i4.24(Rri de�nbyCbn V[ SPpp :IOD12) 32x4 Loads Summary oTh%n�hashm.da�W ra�a�ax., IDpQlx+xmdvd f`ebadrdnded� 2)Th'sn:shashmideie�ranNuedtvd;naaadanxnh�CF/-IOuf,le4s•nacdYrdiquclWm�ulbar,E4nan�Fd.•Eni+.d,CnbHiRBurfgGgvy110�ID0�OxaiB1 tkms40frx4-3flh-l3kRYE.d&-Trr.gl3iiradl. a 63.,.LDCL-IM,C'7o lVdb4fi 3)Mamumsss2ciM• vd.q- nusxdar x.W,IBCTatkIF4Zl hunxhmeg d BL 1p K i- r, - • FL ORt� T27nCEAogjordrsdsgndmlhfianBu(olrn.nmmmamr.Tdhuidi.•i4alnexntasslmdai<siatreats.�vemcvgyGdbyheTruuMandaacandrdaupmleamraq•a.damplar�oftnnronmen.fhfitpleBu}Gg Arian` n�wa�lmhad�aa�9��'�v��l�*�a��rrR�.r�ax.�.�.d�adw,.�o,.��dk-In�alnr«,b�abc�lwg^p�rQada�1:,,,,,aaef.No...m.pbmdark T>•LIIkakly n,a..�.,avitysaapsns�r�.�;Irc�aa��Es+-v6z.No,.�rpa�,�xm�u�w��rdpa�rawdty.=IS'whd,:�es.also,�rbe«srlswna:�esan'��1s�,�pne ,,,ou�.,�.Lucsln,. w �o N• y N r� 11 O co CCC Nn.�Sr 4 W HW4 m 2 i �u ~ .S cn►c�iv�; /lll�u1\\ AAA 71ARAA91 AAAAAXAAA1A'FAXgn7 AAAAAAAAA J9�,C�i3J99J9k1579,191914��,��9]51�19,ri]419�,��1s.�9J581914Y7419�` A is Ali 1.2 .6 44 1 NN Sadd J kSd isAAAAMIA J9BAS fd�.x3s II hn� hdd .nl+�aa Id 1� I fV � � INNNnn NN nNNN NNNNNNN�NNN � NnN.(v � t NNNN �I �InrvnN Nn NqY &�Sg3B��B��&Bg�B�g8g8g�gg8&ggg�gg&g � ��8&&fig&��Sg�B&�SggBB�BSgSB &��FiBo�g�g� }6t�7 SOUTHERN CaTgnITnlS lean IRUSS Tiu>I CG PANIES \(�i= 2017.7r1 [BLW 21 Mailralla3iabar.ersocc 15Cii Span PAch Qy 49" 5/12 1 7 h1w,to-truss Connections Summary ID &S WT— Ce AMTe OlIy-M TT6 cis Al IDG 840 .. TT7 A AIIDG 8412 TT7 IS AIIDG 10412 TTi 2S AI IUG. 12-91:12' TT7 2S Al1DG 14 -:2 T77 28 A[ M 1642 TT7 28 Al IDo 15412 TT7 28 AI1M 204E TT7 TT7 is 21t2 TT7 _ is Al IDG 240-12 T77 28 AI IDG 35412 T77 JS AIIDG 2S 412 T77 28 AIIDG 30412 TT7 28 At IDo 32412 TT7 28 AIIDG 34412 TT7 is Al DO 36412 TT7 J8 Al IDG 38- 2 ' T17 28 AI1DG 39-11-4 7T6 CIS AIIDG 4060 5) Te8"(2)10 TQ39-11-Ia(2) Iro<,v�-I jP-1c.Lv.dg 17 Southern Truss Companies, Inc. 2590 N. kings Njativay Fir t Pierce, F134951 (800)232-0509 (772)464-4160 (772)318-0016 Fax OHR CAVIL CANER 040 140 1-00 270dg. 270dg Md.@ . 2704 270dg _ -Mdg 270dg 270dg 270dg YlOdg 270de@ ,7adq 270dg 2704 2704 270dg 270dg 2254 M LL+(K.-I).D:f IL—.mma'..MAMIM I. —N(--d'—p.A)MTPF I-20M i a2369 NEWLY 3RACE FraMnuvanC[32saddagmalhadgas rowaf108)2L G nL[mnal2Q'daa27Z'brd ja Iroz.BC-2 loss: AIIDG Pr4caXtrnc: 1... 3 A T,,ssD ft- Iaata MV2013 J l: 45AM Pao: 3 nI3 PUSS ST—ing V- [/PLY 2 Min. 290IN O.BL ` 4§7 v t0 117fICEAa>Is,ofdri:d�AaFhefimA.tlomeaaxThdeasalMrc®In�w'sbasdmA'lnaueardrepdmansagp4dM•hTnexMandaa�cardrdsigim/rsmaen ardampLs�ofiieidmmim;syhty6ai+ualg i1 Asedaniusdmwig'ridnuoaglaicoft� m��:� Y iiortnncm•�nmiga4oart.S cfeR�andh'ImpuvmLdama�fiGevail�ei'legefaa0dmul:darnaimNmm�p§Is�n16e Brian acvufaaadlySa(p+n9egg Ti•Cn++pad:lsnamadansw$�EQt-2)62.Afm.errlSesuei0py0;unl�/ti�n7id�e•_cp.'afoLra�lyY �IS"ah"d�ildatvnl3 GFnga•76051 pr�mq+§gor�'IS;ufidiiidee. hghmsan ISpa�rc�4e 25901Q KnccA'ahR}Ss¢A39951 } 6 Southern.Truss Companies, Inc-Thm: 2N*cCNi=: 2590 N. kings HE)hav 18334)-n SOUTHERN Tm-De6g,_ dc TRUSS Fort Pierce, F1 3495 1. DAte: 992018 11:38:46AN4 G.m�1o3n sniuti«76 �I CG{<11IPAPt! IE3 (800) 232-0509 (772) 464-4160 (7 72) = l 8-0016 Fax Pag�: 1 of 1 V...2017.7.1 [Bulld2) 1,4a=WaAab=vacraz 1565 sp. Pitch QIy UHL aiR CANIL CANPR PLIES S; .g WGTiPLY 45-M 5112 2 04M &N 04H 140 1 24 in 261 1b3 454�-0 � 7-0-0 � 7-0-0 7-0-0 � 2-6-0 � 7-0-0 7-0-0 6�-0��1-d-0� 7-0-0 14-0-0 21.0-0 2341-0 30-M ' 375-0 44�-0 4• 5x5 - 5x6 - 5 6 12 5F— ` 12 �5 3x4 ! 3x41 4 7 4x5r 3 3x51 m 3x4 / 3x41 9 a, 4x3! d 7x7 1 3x9 \ V o 1 , 0 4x5- T20 19 16 17 i6 15 14 T1 7x41 3x4 - 3x4 - 3x7 - 3x4 - 3x4 - 13 74 - I 12 4x4 - 1.541 0-0-0 0-0-0 7-0-0 7-0-0 7-0-0 243-0 7-0-0 74)-0 "_0 7-Q-0 14-0-0 General 21-0-0 23-6-0 3050 (11 Summary Mectlon I✓ (IOC) 3M-0 Allowed Loading L-d (pi) Bugc do FBC20171 TC: OMCI-4) 56tdt W;S L/95I (15-I6) L/I80 TOLL: 20 TPr I-2714 BC: 037(13.14) 4n1L- pi, LIM I (I5-16) L/140 om T.: 7 P.Pwi x�i-: Y. Wb: 093(10.13) C..Ja-m_ O01 n11P 7L/999 (II-11) 2L/137 BCLL: 0 ll(1L: 125X C r /CHLL- 0.0 Kp X1999 (11-11) 3L/120 BQL: 10 (15-83-IOX) (ii-IZ3-= (30-12,1-144) H.-M 017n 12 (49-17,r1,22) (50413.9p) (6:1-1233-W al123-IX3 (8041,1404) PIeOff-(]«Xthvr (4J-17y1,723 (IQI-12}1,11.) (1IS-142-Ip3 (1204 j, O) (13:1-12,$W (14:1-I2a-$0) (15W-OAl (16040-SA) 117:1-n34;41 (180Q1-124) (19:1-1234t4) 07DA3390.1 Reaction Surrknary Jf Tie 13recombo Brp,yA , Mabel 8n C. M.—Y RIditVAM 3Wn M.Rxd M.&.vLbLft M.'AWLb10 1,7116t - -736Fs M-LW M.Hx* -736Is -1341c 12 HM(MI) 1 8n G—M—" 3Wo 1,818h - -7811. 481 bu Ole Material Sutumary Bracing Summary TC SP(AlA'1L�013)CN4 Tc&.&C 9xxld«Pur6w12.8QAxi�d ynby0he¢ 1-3 SP(AL'Yli'.D1".N4 BC SPKSOS-3013)US-h4 eamt BCBmdg S—fW1 P.&.w4.11-(1Pm➢id�b/0h- 184 SP(AIS-&L DX 3)SS_k4 ,1HS �L41SX]7121P32c4 3dc 8P641-�'�J131R2h6 Loads Summary 1)7h's—u-.-b-&d f«f-Tm&.b 10pi1—&m dt k d*,d dLn& ' 2)Th'stushssbaad mdf«lydrmsaM:dkedsn ~"•+iV�7. 10.ihferolH: —6!rr dipx letln�ulnvKFsposre�FuFriird (Cntl ,Bull QegayROm1D0}pleaiBilr iSrs400x4733$halS6,jlxFidZaneTruv3Tl>in adwbareitedl]R-140,CCZo N dh40 3)Miirmm a•�s+'ana ercnWslBCTxht 16(li.t h.Mb-RpW Member Fnreeg Snnm-nry A—Tar—fi— A .]C. A 12 24 4-3 - .0.730 -- .3317 is -2333 bs 5i 6-7 7.9 0i1 0.758 0.791 ,b -2327b6 -29121x 101 10.1 74TC ai13 -3�31 b, -526b, t 13C I1-12 'OSli 5521a (2Rbs) 1416 0330 2��Ob6 (-1,177b6) 19-20 0.429 2972h (-1,445b6) IFI3 �Q536 mix (-2REs) {6-17 0579 IXbs (428W 211 0.495 zgnb, (-txN \ I 13-14 .0 M 7-SWI. (-137266) t7-19 0665 2b14h (4.1926a) BL x\ \\��+`\ �s 2-30 M@29b, 'i 6.17 Q131 774U (-2481� 9-I3 Obs 1981. (-9b1 2-19 4-9 0497 i172 -VT bs 4231x (42ast 616 7-t6 Q OM 0 -788ft 10.12 9 MI .Ib43b, , i��• �\�],�• E�SF !� // 4.17 Q42A .441 b6 7-14 0.164 ASbs (-196s) 5.t7 �0567 6291e; (-323 t4 9-14 CAM -3761. 1)<QII LXi— dm-AAM/M 1. 1 1 — Z Ar06mfi. sbQAsandds�pmlbr. Q�� QrJ 1 ��j ' / /�� 0��S,-vOF�t RtO G 1 1 Ma er6aorx�a�pb4rm<.ybd�gm�orrr ro x6b�ranykBuu� BrianMBka)dy wnlnf 6risCacattlxs'p of«6dfm�elidpmsimAlorxa..pbsft k ludii axn lspuLepbq«GIs ahtl�i�d sali�vmilapugepbe 5kiuEq.476031 2i90\l.i cH64S Rrn M, ' ' Southern Truss Companies, inc.T=: AAA SOUTHERN 2590N.kingsHiehway TADS ��, TRUSS Fm Pierce, F1 34951 Date W-0)s IM-46AM Co, >�si�1d;D�TN CdMPAMES (800) 232-0509 (772) 464-1160 (772) 318-0016 Fax Pa�_-* o' I I Tn>� Vmsim 2017.7.1 [BuDd2] 1viaT rid Database agar 1565 Span Path QY OHL CAR CANTL CANER PL)}S SPW* Vk PLY 412-0 5112 1 C." 0-M 00-0 04W 1 24 in 2281bb 41-2-0 7-5.12 _ 6.0.11 � SS-9 � _ 6-8-0 119 6-0-7 4-0-0 I 7-5-12 13-6-7 19-0.0 25-&0 31-7-9 37-2-0 41-2-0 i 43 i (2) 5x81 1 , 5x5 - 5x6 - 5 6 12 51- 3z4 ! 4 3x5 3 17 16 15 14 13 3z4 - 4x4 - 3x7 - 3z4 - 3x4 - 12 3x41 15 3x41 0-0-0 , &8•{) 9-4-0 6S0 1 9.3-14 ` 9-8-0 19-0-0 25&-0 34-11-14 Loading General (Si Summary Deflection L/ (loc) AQowed Thad (pA) 13HgCnic FBC7O171 TC: D74(1-2) V.Ck 03h L/960 (16-17) L/180 TQL: 20 TR1-2014 DC: 093(1b14) V.U_ a18h L1999 (16-17) L7240 TCCL: 7 Rq)Mtrin V. Wb: OS9(9-11) RnCP, Q14h I WIT: 0 COL: 125% Qapr.-.X2D B=: IO Pha01f (]rs\'7Ja k (1:2,%4-5ya) 02"3.13,%) (3D-11,1-10X) (4D03.13pa (54((3-9A) ((r1-12,%*) (7DQ113,22) (8041,14022) 19:14%441,22) (I0tI.12,14X) (1134fr'+,4,4a1 (12D.0,34%) (13041-12A) (14D0W) (1&612, 8 (164g7-0-00.) Reaction Summary 2r Tw. &TC ba &aw5h Maas) WalAWdh M.p_ Maars 17?A M.ykdlkM I Pn(Ml) I 8h � C.Maury 3W;, I'is hs - •679hs II HR.l(Ml) I 8h Co Ma y 3xh ;W hs - -6896s ?&tenal Summary Bracing Summary TC s'(X.5d2DI.3)k-`2r4 TCE ft 9iwhalorRv6sai2.CQAviid�b7Cl'ns 13C . 5PCV_Ed2013)P230 r:ogt 16.1 SP(ALSCS!2013)SS2a4 BC&.ft 3imtda}lrisabld(Ratnd�lyChaz 130r SP(.493] 3012)02.4 9& SP(ALk-&2Dl3)t.^--2.6 ' Loads Summary n17�sn�losb�d_m.�taKer�eruln��r�wdrxdrstwp�e:ernes ' 2)Th'sn�hasbmidegadfird�edicscdwid hW ha®rda�w�ulAE7- IOv%iMobwigurdfivd:gus 160mphcl:neCEq vaeC,Fd3'Fn�f,CnbLiipBuifrgG�y110�ID0�oasABtlo Diws40ftz473if<h�IS ftThEd7aneTr�TliErmdwbumdeed.DQ.=ItD,C1C7mellydhs fl 3)M'nrrmnaaen¢Lad �haa�rcc�il�I�Tshklffl7.l hasrcahmap,�Lcl Member Forces Svrmrlary Ln�hMmma<(s �.:a=hlmn.;�aaafe� r �exhlf� TC I-2 2.4 4-3 0.7a I0MD 0MI -:,%21. •2,640hr -2I27h 5.6 67 7.9 0638 0632 OM5 -IwCOFa -2p131s •=4bb 9.10 033D 624s (-311a1 BC M 10933 21s) 17-1 0.490 2)617hs (-IASOFrO I3.14 1MU (•ID I5-17 MR Mbs lagw W6s 2.17 a102 309 hs (•254W 6.15 Q139 341 is (-137M) 9 2 QI86 458 hs (4141.) 417 Wl 4611% (47114 6-11 DI46 360h, (.59)al 9-I1 0581 -2186b, 415 0366 -6591s 7-14 am .2211s 1041 0M0 127hs (.%hU 5-15 0255 SM. (475W 7-12 0272 -246hs Notes I)7hkd4mnu1w.alou�E7-IOawdaendty1r377FUidaBaif gCudc 2)Vn RendH=CR&fdc ualewdb=omWdkdoaAribitlmd*ieaapm pa ofddlnhndw dmdha4mmgaedmDg tL+(Ka. 1)%Df DLh&mr&a AAM/M I. 3)AgtinQ�manifaa,Cq I.13,hnshaa4pl:doi�ephthemlamvmd�nwhsssl{aaT�bpheTnmMamfamacpcAT&lfA 1.20M&Y..242 4)Awdodapoetrais@aa/.eaipmdrg z� ®lam amdaus:healrmaiyClR)nquiata�heFx in(sldnwnRossofQRmeshmd¢pad�da�nnyErnaQarnWEBQRBRA� FiraknevanCCRsvddag�lhaorga 6N�FERQAFLR� 611idwhdurffiirnhl.aI-MNFl50;ybr—_ -679 Ts 169h; -6991. On 9 m N N ,.S0 1 0 12 „T 3x4 - 3xfi 1 0-0-0 \�\ O.BL L 0?%\ D BrianM Bleakly ammrpheswlbe 3va.Et476051 , tgg.*.phe 2592Xr—flAri-lG¢7l3 Southern Truss Companies, Inc. Tn1se: A3D wd 2590 N. kin FFi �' ]tc�� rya SOUTHERN � Y rr,LssD�rr �. TRUSS FortPierm,F134951. Tate: M20181!:X-47a)v) Compmzd So1ltia19TM CGLIP HIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax PaL= ] of ) rnw V m*= 20) 7-7.1 [BuM 2] 1VataWDaW e;%ela= 1-%5 Span Pitch Qry OHL OHR CANCL CANIR PL11:S S1raLisl4 WGPPLY 47-M 5 /12 1 00m o" ON 140 1 24 in 2521tn 47-0-0 7-512 I 6-0-11 5S9 _i _ _ 6-8-0 _ I S 6-0-7 6-1-9 1 2�-8 7-5-12 13-6-7 19-0-0 25-0-0 31-1-9 37-1-15 ' 43-3-8 7 47.40 1-3-19-3-15 12 5F— 3x4 / 46 / 19 3x4 - 18 17 4x5 - 3x4 - 5x5 - 6 12 3x41 �5 7 3x71 9 16 15 14 3x7- 4x5- 3x4- 5x6 HS 5 2x10d I HS 181 ( 10 11 Sx6\ I ,2 1 ,3 T 5x9 - 0-" 9-8-0 9-0-0 6-B-0 9-3-14 8-&10 9S-0 19-0-0 25.6-0 34-11-14 43-3-8 46-0-0 Loading General M Sarnmary Deflection ld (loc) Allowed L.d 4-0 Bitc do R3=171 TC: OF4(9-10) t610k089h Ll606 (I3-14) L1I30 TC L: 20 TPI 1-2014 BC: 094(14-I6) t6SL• 039h L1999 (I3-141 L240 TOOL: 7 RcpMbrh� 1's ,4b: 086(9.13) %.CPI 022h 12 Wy1: 0 DOL: 125 Y. O>�Fanxfa-20 eaz,: 10 141:df�prs7{tA ggk (13-0.44X) ('100,1.13,W) (30-1y1-14;2) (40-*13,3) (51-123-8A) (6D39A) (700,3-13�M) (8411.1-1472) (9:1-Ig4.^•22) (IOA03-TL2) (:1"-14,111 (125,71-011) (.--1)j$Q) (14310,33A.) (I104'4R) (Ifcl-1233JL) (1751L3.903 (ISfI-024101 (9003-9II) Reaction Sum®ary 37 Tm MC—bo 1kAw4h M.. W TWBsp0.Bh M.R— MaxC-Lbm Max tML'rm M.1W M-R k I FhZ I 8h G—M--q M, I,785bs - -781 bs -781 bs -122bs 12 BRO(%I) 1 8h �m Cbm—q 300h 1,7)46s - -78I bs -781 bs Ohs Material Summary Bracing Summary TC SP(q-'C%2013)62N4 eugz TCB.&g .1k fWaAr6sa20grl Wjp by06- 13 SP(ALSC&2013)SS2.4 8.10 T(.4L93r3013)ESN4 BC SP(.hLSc5 13)542.4 —TC BCBrahg 31esMwPAa 444BrEd%bnby0h= if -IS SP(AL905r2013)CN4 Ribs SP(AL4 2012 GN4 , S7Ar SP(.413052013)SS2.4 Loads Summary I)Th'snnshrshmdcqxiforledf}a6eo 10{rit�mdvdivelud04si dlad; 2)ThRxusshacbmd ytWfah� ofuid had;halerlanxl+il��7•IOstihfefdwli�lmdSnal:q.ei(Ort�hW;rmC>=snsxeCR$•Flu+4O16L+ip,131fiBdgq•R0'ILOLGaatE#� Gi1s406z1i331(h-IS$TSx&d7.ueTnas,N�uadwboa»fedDCL-IfO.00Ztxrc,Ydh<fl 3)M:ummwlnPn¢kmS.¢.hwvdaicss�iBCTa'.+61H17.1 htlsnollmlappid Member Forces Summary TC 12 0.705-3+467bs 5-6 0704 -2,V4bs 9-10 0840 4W bs 24 0.754 -3A%h 67 0.710 -Z751 Ix 0-1 0335 -5401 b, 4-5 Ob-2 066 3a)bs 10493 h BC 1213 0.474 3,813b. (-2,94I4 14-16 0943 310hs (-15166s) 17.19 0919 2,7636s (-ISbhss) 3.4 094 3910bs (2MW 1617 08 b (-ID97h 19-1 03I6 3.110b ) (-I3 ld 2-19 094 295 bs I (-2161s) S16 0140 344 hs (83W 9.14 0277 -701 b 4.9 4-17 0.175 430 bs 0259 Lttbs (448W 6.16 746 0..7 069 7LSbs -915bs (-30864 943 OS61 1413 0/0-Zxsh jtffihs (-IXbO / S17 OitS 6311a (-ZO ) 7-14 0523 9671s (-0&Ibs) II-I3 0846 2,1126s (-1,199b4 Not4s �� BBSiA i �U OF,G S/O //111111� afv mra4 M•h<Baxg I BrimMBleakly heoaang6� Isp agry6z Southern Truss Companies, Inc. Tniss: A-4A 2590 N. • kin Hi wa � £' Y Pr4eci lvame: MD -A T1usDai� SOUTHERN z TRUSS Fa-tPierce, F134951 Date: 59MIS J13S47AM TM �i a � COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax ,, Versim 2017.7:1 (Bdid 21 Male - Datablie;%k-v rz 1565 S1ran Poch Qy OHL' OW CANTL CAWrR P11ES Spa.g WGT7PLY 412-0 5112 1 0-0-0 0-04 04-0 0-0-0 1 24 is 235 An 1 41-2-0 I4-10-11 6-1-5 6.0-0 S-0-U 54-0 643-0 6-1-7 1•�-9 4-10.11 ~ 11-0-0 17-0-0 22-0-0 27-8-0 33-8-0 3&S7 41-2 5z6- 1x41 5x6- 5 6 7 12 12 5� �5 3x4 / 3x41 3x41 4 8 3 r 1x4 \ 441 n B 1.541 _ 0 4xi� 0 L O 5x101 1 1 T18 13 T 17 16 15 3x4- 3x4- 3x7- 14 12 „ 3x4- 3x4- 3x4- 2.5x61 3x4- 0-0-0 v 0-0-0 I 45-15 &-0-0 17-0-0 1 22�•O 27-B-0 36-&i 4r 1 2 0 Loading General . (MI Summary Deflection L/ (loc) Allowed 1-d (14 Bk1gG3d_ TBC20171 TC: 097(1-2) V CFL 034E L7381 (MIS) LASO TCU.: 20 TR 1.2014 BL• C: Q 4(16.18) M 02a LtM (1748) L1240 TCCL: 7 p4pwlnome• 1•es \Vb: 08D(416) lb at, 0.15b II BQL: 0 UM: 123% ax�rxi:ro--2a BCOL: 10 ILtOfGee(Jnr�-Y�RX ii544-190.) R>1'1)i1335a (3411.1-14=1 (4fl0.'L13T2.) (3:1-V3•RA1 i6M1,33,9Q) (T.I•I7}8fL) (5647-13,12) . (I0:I-123-1,90.) (113$'i g90.) (1204%3, ) (13041-12A) (14043.40.) (15OA3U) (160438A) (170Q1-I m3 113043;3A1 Reaction Summary Jf Tvne ftc—,b B VAjh Mebvl RgdBreNidh M.R— M..! Vtw M-Vhdtw M.1W Mss73aic I lfi(Nhl) 1 8b C—Maexry 300b NI. - -679b; -6791. 1574s 11 HM(ml) I 86 C.—M'.a q 3DOb 1p1bs - •699bs •639Is Obs Material Sammary Bracing Summary TC SP(AL�2013)rN4 TCBnniv S.- BC SPL4LSVY 2013)4'_2,4 BCBr4dg 9xeh�orHr6su47-0,HxSid lyQen Wt. S(ACS -2012)t3-N4 Sfdc SP(AL9_'&=3)#22.6 Loads Summary i>Tne.�>ffil�aa�ntrr.•er��loPaheemaoar..�mads�dmac 2)Thin�lue6eaa>P',nisrrc4rdt erwi,at�she�mao:.�.,s�7.1o..+�klak,..:��ea�:Qe lwaq�va+�a6v��J'�eattslp.�otEos'np-1myoaaem�g LFrK40foc4733f4h�15((h}xFnd7meTn�,Ti>ha'edod uxsdsvLBC[r110.CL^7meN dh4fi 31Mi,imm �apxchad'q¢neovda.n wTBCTabk16O7.lhssmtmia� Member Forces Summary T"b&-sMadnRlmaxCS.nmsamra¢(mvmepcfw¢7ddlavn6omnmmelrod TC 1-2 0.4k%-29201. 5-6 0590 -2p611. 13-9 05n -IXI b; 24 0.735 -2pfth 0 0601 -2XI bs 9.10 0316 52bs (-3164 43 0&2. -Mi. 7-8 066-21)661a BC II.12 0663 737he (A781s) 1415 0863 I'Wh (-942bs) 16-13 0940 2,455ft (-1,1ffils) 12.14 0851 I837bs (-IOSON) IS-16 0167 21 !lbs HX5bsl 18.1 0939 2631 bs Wix OA9216b(-IOIbs) 615 0376 •ka 9.12 0.4 (-1513ls) (a641s) 4-9 0.135 332bs (-1667•S 0.433 414b(-26I� 9-:10.994 1752bs -, 6 0.A7 •6121s 7-14 QI17 2�h 10-006 42bs S16 02S%bs (-175N &14 0097 124 b; (•71 bs) BI L45-13 10.143 23h 2091a&2 0.4X -513 bs _I �I Notim 1)Thcd¢gst u6mdmA'LE}IOacsdamadb�•Iri771axidaBoiL�gCade 21VnQiandKxxpiueAwalandkriearald.4lvbr�sdebFemdPisdm��mrtqubxNddl�ndu9d®dhod,ompmdesDfl lL+(F;c•1)xG:lI 11remds—.4,AM" 1. 3)Agn4Ym.mlpmr,Cq�1.13,1rc�hmy�blr.�ehmtnsuwbe:asga3'elb7heTnssBra�ed'anaeprAlHlfR 1•�Smm242 � � l � i 1 �.•� 4)Rnvdodalut+6erag:fipaaxP.Wig I * 1 -f 51 (� Ind'oesniiex�shxralr�maie(CfR)rgivaiasheWbn(s)Acn.nRguagrQRrm�aM d�weyd"nngambhrsa�sr.DW®Q7tBR/4E Tarab�n�sbCLRsuddu�retham=sz � I %�� DN'FARQ6RTtCE 6)Iiadu:duPVinsdosck...aroM0.'FiLSGgFjkaSng / � (V � \ BS'�A� x 0 O_R_ G � ��\\ SSIONA;�? TQ7fICcAmp7ofd�Eddpndettefan'sulblsmvinmmv�.7hb}y�Ntu:idiidnrei:ladmMpiavau�lmpummd:ngS4dlxRcTnaxMamd ucMdsdsuRntiamreq•Wamp�nsoflxidomnn iafoA.ly heBuiLg CsavAsedonhi;doainif aaayenmf(mfwolmgimigrq-nedA•frctcnesm�cmxdaNndnun5ehe¢.ucpagerdh"ImrirnmlNomaenRCairalWa'{egefrcaddanalnlm.mianAloxmr(sdolhe Brian It Bla1dy nanda�maby5-mpanSeon<Tdmpvylrcn.evdanxa:;E9i-2162.Atosv.mr�us.el(Ipsis�niticfeyni+drtcasFf�kye=1$•uhd�nd Len l6psreep4eaSCIS;alidi:do6alipj.tn�sl3pug<{iseI IL 2t9011}:r� fi�hR W¢A.i15K1 )• ." Southern Truss Companies, Inc. •Tivss: A4D T�t r Agdkbh,2i9ON.lint SOUTHERN Fie ova � gb y AojbdRane: 18i�A Tmz;D=V - dhc Ccxnp-w=s0IU6a91, TRUSS FartMeme, F134951 tole: MA18 11:.38:48AM Thm CGI APAN IES ('800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pa�-- 10[ 1 Va%iom2017.7.1 [Bi@d2j M7acrW I dmbasse vc:si= 1565 SrxM Pinch Q.y OHL OHR CANTL CANER PUPS SpacM WGI'lPLI 4M 5l12 1 w 04M 1-00 1-00 1 24io 264N 4&-0-0 11-0-a 4 M �1-d-0 Cry D � 12-0-0 18-0-0 + � 7-7.8 23-0-0 28.6-0 34-8-0 42-3-0 43-7�46&0 2-1-13-1-15 5x6- 1x41 M - 12 5F 6 7 8 12 —� 5 3x4 / 3x41 • 5 9 3x7 / a _ - 4x4! 3 5x6/5x8- 12 ,0 11 --�5 0 1x4 1! Z— 3x81 4x5- 2 2 4x5- 1 1 13 T22 20 18 17 23 3x4- 21 4x4 - 19 3x4 - 3x7 - 3x4 - 5x5 - 16 15 30 - 7x7 - 14 5x5- 1.5x51 0-0.0 r 0-0-0 1 M 9-0-0 5-0-0 5d-0 9-0-0 5-11.8 3-0.8 1 1�-0 9-0-0 18-" 23-4-0 28�-0 37�0 M, 46-8-0 Loading General (Q Summary Deflection LJ (loc) Allowed 2md OW) BBgGA-- FBC20171 TC: 0.77()0.11) NMOL 06n LM4 (21-22) L/180 TCLL: 20 "1-2014 BC: 093(22-73) Mnu- 025n LIM (I8-19) (-/]AO TCR: 7 Rep)Atd—m 1 , Ptb: 098(9-18) ckwoiiTL• 005hLT MATS (1 -(3) 2L/120 BaT 0 DAL: 125•.6 C.WOHcZ 003n1P X1251 (I3-3) MAM BCOL: 10 M=0L. 018hs 14 Ptrep4sa(hc\'XAng): (15-W-)A) (2.0-1*VP (31-14/-9Z') (40-11,1-IQ27a (50.0}d3a2.) (6:1-12_ ) (WAX-S l) (M-12,'4-8a) (900}13,,U) (10MAX) (I ISF2,42A) (121-Ij}I,I I.) 0334424A) (140434AQ) (15:1-12;3,RA) (16001.44) Reaction Summary 3r Type 73mQ.60 BsewAh Mevel RodBr¢R156 M.VR MaGas•LbiO M-%W bifi M.UM M.Ib F(Nq I Sb CMmq 30h ;MN -797Ls -797bs -110F23 M4 mM�q306 8l14F -797 bs -797bs Obs Material Summary Bracing SMM ry TC SP(K-90.2013102:4 a� TCBr 3imha5orAa4sn17,Ill0,Pr5id bypaa 9-10 SPG4l-�Gv','�13)552a1 BC SP(AL4b2d13)552.4 etc BCaft 3imnfKd 21-1 SP(AL93f�2013)R22-4 W. SP(.KS05i22012)*W Loads Summary I)Th's—I-bms&4 *ForendRsdee IOpI—dvdbebadpisdsdbad; Z)Th'sneshssim�dap-iWfarfedfeEcdwid l:+dsnaoa�uii.4KF/-IO�kfolHbgurdfradiQe Illlrry}�u1nwSE�e�Fid�Fnt�CabHip,B�ingGegnylf(f=III750.aa1BF� i4rs40tb47 i.3fth=IS ftbhFid2meTnes,T:9cedw6mmdeniLYIr160,CC2me1Vdh4fl 3)M'nrmmsragr ooladgnaardanzr�IBCTabbI�7.I hasmMnappiei . Member Forces Summary TnbridaesMmbcl4maC51, naulfw¢(s�mnc fi dddfesntfmmmaaxbifua3 7C 1.2 2-3 }5 5-6 0331 0353 0692 am -39314 -512bs -3p93ts -26286s 6.7 7-8 S-9 9-IO 0650 0604 0357 0490 -2,Mbs -Z=hs -2,701 ba -35056s 10-If 11-12 12-13 a7W 0456 O.Y13 - j99bs .2,780hs -261 is BC I}I4 0158 260he (415bs) 16-18 OA48 wbs (-I 57W 20-M 0" 2,725hs (4,4M s) 1415 0158 260bs (415bs) 1949 OA18 2,439hs (-1,137bs) 22-23 0997 Z763 bs (-1,4486s) I5-16 0484 35ffihs -2141 bs) 19-20 0.435 2374 bs (4L115hs) 231 OM4 407bs (413is Wbs 2-Z aIM A10bs (342M) 6.19 0.159 392 bs (-214bO 1046 a'74 557hs (484bs) 3M 0766 -2AI he 7-19 0326 2736s (-271b� 10-15 0479 AMU }M 0065 161 hs (7hs) S198 a137 333hs (-I81bh) 1I-15 OA53 1,133k (-725bl 5.22 (1112 275bs 818 0739 637hs (-245h0 12-Is n935 — 2XI is (41 44W 5-20 0&7 -528 bs 9-18 O n -731 bs I2-14 0387 -1*4 hs 6-20 0zc 313N (-I41 bs) 9-16 0.196 482hs (-136bs) •�GSNSF 'P V. 1Jdl c3isa�msdanxw.s.4141f1i— rAYa" 1-2007S�23h9 FaratmnaoQ3tsenddegraulhasga %� \\ V � � ' /�� i O �L ORt�% 11 1\ .r vd�yR.+ �Md �rk:dm�e.�rohq•+eBua B6=NtB IrsfmmfinScrSmexlW�s'isgermadd�mernrmra4aiNamaxrpivs0.1k 1 , i s3ns.,"19gav�ryisearS4 Ir,.WdsFdox 04h..` n I Sp.MA a seunE+p.KX0.51 2iRlxiu�ciid.Biru¢Fl349s Southern Truss Companies, Lie. Truss: A5A addibb.SOUTHERN 2590 X kind N1gtlway � c D _ale dh-- B-1na TRUSS FortPieme, F1 34951 Date: SA)018 113&49AM CO-WAN1ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 d i Vraax 2017.7.1 [I361d2] Iteiia1 Damb a vets = I M.5 f Shan PhC6 Qw OBL 0BR CANTL CANER PLIES Spacing WG PLY 412-0 I 5/12 1 0&0 ON 00-0 Q40 1 24in 2181bb 1 41-2-0 7-3.9 7-8-7 74-0 7-0-0 7-8-7 3-9-9 1 7-3-9 15-0-0 22-4-0 29-0-0 37-4-7 41-2-0 J 5x6 - 1x41 5x6 - 12 4 5 6 —121 5r— IS 3x5 / 3x4 / 3 3x41 __- _-_- __ _3X51 N p 4x3 / 8 1 7x71 1 1 T16 15 14 13 12 11 10 9 T 1x4 3x4 - 3x7 - 3x4_ 3x4 - 4x4 - 1.5x51 ' 3x4 - 0-0.0 7-3-9 7.8-7 7.4.0 7-4-0 7.8-7 39-9 7-3-9 154)-0 224-0 295-0 37-4-7 417-0 Loading General CST Slumnary Deflection LJ (loc) Allowed Load (plo iftude }BC20I7/ TC: 097(24) )MC!L Q46n L/999 (I5-16) L/180 TCLL: �D M1,3114 BC: 0.73(11-13) NMLL. 02n L/999 (IS•16) L/240 TCCL: �7 RepMhrl x: Yi Wb: 0.70(8.10) 1{.M 0.13h 9 PnT : 0 110L: 123% O.PFam,Y-20 BCCL: '10 Thxcffsxpa)'Xkgr (135,3-10A) W-1231= (30.11,1-10.2.7a (40-1,14ZQ) (5043350) (60.13120) (7:1-1234al) W—U-5321 Reaction Srummny n ym Bpo-lo BreWdh Massa) RAftyNh M.R— M.C—Im M.VAd(b64 1 PF(%1 I I Commm—y 3M, 1,518bs - -679bs 9 HM(Rbl) I Sh C—*M—.y M, ISZbl - .689 bs Material Slurnmary Bracing Summary TC SP(.4L0 2013)r2.4 TCnodg: 9. d BC SP(AL80S2013)h2h4 —1pt bW Fxis4ti5-24 P.f.d b byOlxa 14.1 SP(AL90i30I3)SSN4 Whs SP(AL47 2012)632x4 SidQ SP(.4ISL'Y.]7131ti^s6 Loads Summary I)Th'snahasfrmh�i�Af /edfax3c'D 1(IpdhvndnN i.Cvadpltld dhed; 2)Th•sna:leshm�dannifarlYdinanfwid(edsn�9�7-IOu�lcfoFruigrccdSmii4xc 160r�hWinagF4gnan�TWyFnirat,Ca6l�BuaTrgdxgpyB(1�100),O.cr[Btlg Dims40fu4733fih=15flTkaFsd2oneThes t*3 dvtmnslnell7Rr1f4,0=7 Ardh4(i 3)Mnimunraay m:F�gne®dantw4TBC'fibtlKl7.Ilnemetmie�5d Member Forces 1; m -ary TxiiidaeMa �inmgCs_ma:.:al�rma:m .r.G,Qaddfe�r m�ari ln. a TC I: 2.4 0809 Q966 -2,914 to -2479 bs 4-5 5-6 09M 0387 -2342bs -2342b, 67 7-8 0850 06a6 -2,149bs -I to BC 9-10 0339 Ohs II-13 0.784 1,9141. (-Ip2fbs) I5-16 Q411 2633bs (-Imu) 104 0.75 1518b, (-86'!l� 1315 0.752 2214 b8 -I=bsl 16.1 Q60 2.633 hs (-t.5086s) 111ln 2-16 234 be 5.13 03M -37obs 7-10 0234 -Mbs 2- 5 I0095 0216 -5361n 613 Q689 &%bs (-337bs) 8-10 OL701 1,725bs (-980ba) 4-I5 0.197 459hs (406s) 611 Q073 I.19b, (-23W 8-9 am -I,v5hs 4-I3 0.139 389bs (-I8qbs) 741 0= 435hs (-199b,) -679N 145 bs 629bs Obs \\\\`11�II��/��/// 1 1 rmnimrk.hby4r.B,aGg BfmMBleaU motraszrp}azx9o16e `�� 1 y i ;lah:>c SOUTHERN Con7p wdSShlldiav'M TrUs � rR699 CGMPANIES. Vni= 2017.711 113.9d 2) dcrialr)Btabasej,csai 1565 Span Piteb Qnr 4,,940 5 /12 1 I 7-8-7 16-0-0 Southern Tniss Companies, Inc. Truss: A5D 2590 N. kings 91iLnr%ny Trm� A F(rt Pierce, F134951 ate: n=8 1 EMMAM (800) 232-0509 (772) 464- 4160 (772) 318-0016 Fax Pag= 1 Crl Old, ONR CANTL CANTR PUS Sgdcm- %%7/PIY 040 0-N 1-0-0 1-0-0 1 24 in 244 N 48-0-0 77-0-0 7.8-7 1-11-1 1-4-0 6-4.8 23�-0 30-8-0 38-4-7 4033 7-7 48-0-0 2-11-Z11-15 5z7- 15 1 5 7- 12 ,2 6 --15 T 5F 4x6 / 5x4 /3 3x4) 5x6 HS 18 - -- --- ---- _ - r-----==— 0 ^ 8 9 �5 ,q 2x10� wo 5x6 / 1 5x6 % 1 1 10 T, 17 16 15 14 13 12 11 1x41 5x12 HS 18- 3x7- 3x8 HS 18- 3x4- 3x4- 3x4 - 0-0-0 7 0-0-0 1-0-Q 7.3-9 7'. 7.4-0 ; 7-4-0 7-8-7 I 3-3-1 5�� -0 B-3-9 16-0-0 23-4-0 30-" 38�-7 41-7-8 47-0-0 Loading General CS1 Sam n ary Deflection L/ (ioc) Allowed r®d (ps0 ftcod;: FEC20171 TC: 096 w3L o78h L/649 (1415) L/180 TC1L: 1 TPI I-2014 13C: O50(MI) *111- 036h L/999 (1415) L240 TCa.: Pp)4briromx YZ 'ft: 0.61(415) R.M. o23h 10 BC L: 0 1)4]L: 125% C p%.o K -20 BML: 10 Iiae0frsa(fm�F;ArgJ: (137.IAI I.) (1'1-104-13,i) (30-12,1-14= (4¢I}I5M (504,14%) (60-1j459) (7:1-12}4= (80AMA) (9141; 12p3 (105-7,147,11.) (113-5}30.) (1*1-12,%8A) (136Q1-12/1.) (1438;Sm (I3t30IMA) (160,V-W (179-03-R9Q1 Reaction Su Imnrary 3r Twe b,.Q-bo BsxV.(dh Mae,h1 17od mwm )4ax11= M.C-vLw MnVkdl},Ett Max1w M-Hwk I Ph(MI) I sh Ca Ma y 300h 1,7M6s - -797bs -7971a ASh 10 HM(V8n I Sh C—Maswy 30Dh 1,7Mh - -797h -7971. ohs Material Summary Bracing Summary TC ST(ALSC6 Wl.;)622.4 .qc TC&A&C- 9.tda IA isa12-3Ah fodmgaby0h- 1.3 SP(A-91S2013)SS3c4 BC SP(V-905-AI3)S92.4 BCBnng 9a WwPoSs 4-I-0,ha6,dmknby0hms 14lh ST(ALSC i 2012)eN4 Loads Summary 1)Tlf'—bmsb-d*ndf heermxdcb 10pdb—dadTmbbdpixdadk.& 2)Tn.,a.sn-&Ae,dahed�ornGm�knemd—,WI19�7-lowf,tero►rwn¢smdi..d:S.e 1C41rtghuk*reaES��,�r cnbLHp,BuiT�eeegs.yn(I-Iffi +O—tBUZ D-40ft.4.33Rh-15 kT1 EW Z—T-gTl&—duAm,dOff iX 1,60,OC 'ArdMfL 31Miurmnmragatrkrid'.gnamxdarm,hlBC'fibk I60ZI 1¢s—b-.ypW Member Forces Summary TabcidasMmabamma:(s m�a�Hme(� .ra�ddsraea6m a�aax�lrmq TC 1.2 0.700 -3971h 5-6 0959 •3,16hs &9 0736 .3,753h 24 0927-3703hs 6.7 0953-33791c 9-10 0.770 4POb, 45 0933 •3216h 7.8 0945 4265h BC 10-11 44&1 3,709h (,2189b0 14-15 0421 2w1. (4,551 hs) 1}I 049s 316(19to (AXI h) 11.12 039i 4219h (-2,457h) :546 0 M 2$711s (4,4751s) 12-14 0482 39SI bs (-2296bs) 6-17 a460 3b09h f-IP61bsl \\�\�`1'/FLI//wls 2-17 033 327h 5-15 0-;Q -381h 7-12 02493h (-13Sh) 2-6 03% -Mft 6-3 0211 519hs (-234N 8.2 031 -4141. \\\0.B 4.16 0= 541h (.12M) 6-4 0m 645 is (•254hs) &ll 03W 4/i 4-33 or7 583hs (•2h7-4 0464 •1,137bs 9-1B46o 1,1372hhY/ / Nam )T7f.&fV sbavzmA5CG7-Ioasdmesdlytr7ID7A,ridaBuiTnp,Cnk 1 1 21WOtaidH.nOsa,oi,e.mialvdl�zmal usAeb6ebadpk t—.p-WanddA b,dum(®db4=Pmi snilu+(Rc-I)-Bdl DEj---d—A-'J19M I. _ 3)M®Eymredfnmr. "QKhmsbanarpWbhepbLbmisdranr&-*wksbaWma 20%FahriermTobanm�hmdbyheTsss;MamdammMAT.5M l-.�W7Smbn2369 ' 4)>n� _ L 51 ®Ir,3 asmvr� heal�rt((73pra(uisdad,dYni*{s>fioanlioxsdCiJtmua6adapmdidr�rmNbaad,al1N'�RBRACEFaalmnad.QuQRsa,ddagrmlhadga � � 1 t�,�� — 6)rsduldtµd6rmanrtln • ��O ��L ORt� G=�� !11 II1 NJfICEAatMord,'sd,q�Aellbefivnaxlbt,eenirnmmamr.71n4 r,ofl+u:di dnlnecs(amlm abba,drspnunmsnpddlmte7nmMandane:ardnia,gmtrFmvaq ardunTls Nfrit ;mssrprhy hea,ar.� Briars M Blealdy Oe�nrAsalmh'sMaig'rd(s�am�r�¢ofpsS4roixwlae_'^em'rcgand'hyxJi�'rirlx:n�omP.nudapidwnSzlnm.cP�,dh-7myommidmmmn&C .Irba"paKer«adriir,aihr en Aen„nm;,rphaaullx snaFs¢x7LQs1 sem,ufan�bpSr,Psx,4cis�rCmgnmlrchamdv iw�69(-7762.amru mrphcarc27ps,,xmLetrs(m7.d pYe,a<c8d*utlya-lffand,id— 138mr; sa:n•SA. IS,ohd,hdbesa hghesam lsppwphe 2c90A,fi.,¢sl{enh}6seA34951" +� Southern Truss Compades2Inc- Truss: A6A SOUTHERN 2590N kin�I�il?j7way TTnmmD� &L TRUSS Fat Pierce, F1 34951 Date: 990181138MAM CGMP�ANIES (800) 232-0509 (772) 464-1160 (772) 318-0016 Fax Pam= 1 of1 ti-6m 2017.7.1 [Build 21 oc ial Data1 m verso a 1565 Span I Pitch Qy ORL OHP CANTL CAW PLIES Spaciagg Wl;r'/PLY 42 2-8 5 /12 1 00-0 C9w 000 0." 1 24 in 220 k>o 42-2-8 r 64i-1 6515 511-8 aB-0 511-8 6ii-0 4-0-8 �6-6-1 T 13-0-0 1611-8 i 2s-8-8 I 31�8-0 3az-0 42-2.8 ' 12 T 5� .... 3x41 ---- --J 4X31 7x7 1 ti 1 Loading L-d TOLL: TCQ.: BCLL: UsHS18- 17 16 15 1x41 3x7- 4x4 3x4 - 4x4- 3x4- Sx5- 12 5 6 7 ---1S 3x4 % 14 13 12 11 3x4 - 4A - 3x7 - 3x8 - i r (}0.0 0-0-0 6-a1 aS15 6-0-1 13-0-0 22-" 31-8-0 3&2-0 242�-8 General CS1 Summary Deflection L/ (loc) Allowed (pd) BBgcadc FBC2017/ TC: 075(I-2) WDL• 053b L/941 (14-15) L1130 M T111-2014 BC: 0.93(12-14) 1btLU- 022b LIM 4-ID) L/240 7 RgrMlrl— V. Wb: 078(941) H-M 014i, 10 D nOL: 125% ), -20 10 (1 g31490) (2•t-1231:1) (34039A) (404j- 0) (5&Q-0A) (60:4MA) (750}9A) (kt-1231�2J (93$2-5�2) 110:1-12}Q90) (11:1-I23Sp1 (121-I2,i,%) (13DIR2- j (1404.3-SA) (150{(2.OA) (Ihl-12�8f1) (17DQi-S90) Reaction Suromry )T Titt ftC-a. Br Vkfi Mnbdd Rad BmWth Ma1Rma M.C-,LW M-%,dw 1 Pn(1Wq I Su Cn Mcumy 30n, Ij56he - -697[n IO HRarrrnss) 1 15n - M, Ij67hs - -7051a Material Sm6ary Bracing Sugary Ti- SP(ALQ352013)r-N4 TCBmciv 9imhdQl45sa,2.4QFlvfi,de{+nbyN�at BC Sp(AL90i2013)S92.4 -Vt BCBmft 9axh¢IvF isw44Pr. tmVV0h.. 10-13 SP(.gSOS.MI3)A22.4 v1d. SP(AISOS-,3112)632.4 Sdw SP(AIMS-311316^-?6 Loads Sunm)ary J)TN—hskmdsyidfv*-T-A. lOry b dw dMk dph-.d db�& 2)Thbnaslmband frriadloo(uid bad;. IOs,i,f,erob41-6f..d:Qc I60m�sdimtE9u9re�FSi'E�i�d.CabLFi0.13dfiffi6gsy110-lin0. 13t Di,.Q6a4733r(h=15ry)4uFidZ-Tr,k�,14: d*.adnbo.u.d127r1fA,0=7crcWdh4R 3)Mi*--.Meb.&i h.mxda—d, IBCTM*1607.1 hssmb..ppkd Mrmirr Fn7rec RimmTa3v T t MmtvinmuQ maaa:el(u¢(marm n fu¢tdd(aav(mmmaaxulfwc3 TL^ 1.2 2.3 34 0746 0.739 (X735 -2,,Mt. -2/94b, -2447bs 4.6 6-7 7-8 aim OS9 0676 -2773 b. -2,137 hs -2369 ba 8-9 O.W -1$mhs BC 10I2I 02I3 Obs 2.14 0.933 Wx (-1,aU) 1617 0439 92b4) I. 080 1.796a -107h 146 0515 2774bs (4.0bs) 7- 0487 2f88 hs (-t5526c1 wbs 2-17 0070 173 bs 414 01S0 240bs (-183W 8-12 =7 366M (-170hs) 2-I6 0.411 -3741. 614 0163 402 bs (.22h4 8-11 0187 -(06Fa 3-16 0 &I be (-262bs) 6.12 om -749bs 9-11 0785 1y3) ha (4,1041s) 4-6260 6 0213 -495bs 7-12 a= 553hs (-XGb4 9-10 0395 -1$mf. TtvssAo-truss Connections Summary ID QrtcdTts QnynaT- Qr ma d Area TT12 MA D30 1.2-12 270drg Notes I)'D,hM�,etu�dm/3^E7-lortrdeemltyM317Rxde BwlftgQde 2)I)-Dd IIis-d--Jh-4M/n91. 3)A�nfy¢.vsd6,mr,Cq<133,h slmseDrLdbfrphehmsls®ariadspisulwsryrddb7lseTss�Muas6u.apcATHR111-=S6m2A2. 4)Tnsansmrmm'siorgrap}iol'repmvnm/7 NerQxaa4r�analrnra�,indal6gnsK{eiba+rfrnaxs®m•nandspBsSbarsnheRmmn9mnmy. 5)7lwitludapne4ai,a�pea¢pn� �. 6) ®ind amseniaahtralrvaitlC)Jtlretundasi,ekaion(sjdawtAasof4Rma(�Pa*di'�'M+btr+ndsf}N'FEQI4BRACE PorelrsmuesbC(Jtsnddngs.nlh -705b: Obs Z all S- �LORt�%�� AN L mm vr�4 t,'k>s,u�g Brian M Bleakly mrt�rpM�s9c16e SauaFsgsT7604i 11Rpugepht �ar,ratc,axa.nx,,.-sans ' - Southern Tress Companies, Tnc Truss: A6D = 2590 N. kings H gi Auy ProjectNd c: 1M-DA SOUTHEAN 'TRUSS Fort Pierce,F134951 Tnm Dc cig= Dais: &r- 0018 i1:.3051Alvl Ghlp�la¢solldicrtsTMs Tress COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 ON VhMar 20] 7. i.1 [Blnld2l \daiaial Daubas vasi= 1565 Span Pitch Q.)• OAL Oi1R CANTL CANTR PLIES Spnig VdGT/PLY 4QH 5112 1 04{) o()A 14W 140 1 24in 2451hs 48-0-0 7.6-1 6.5-15 5-11-8 6.9-0 5.11-8 5.7� 1 - 34-10 4-11-14 f 7-6-1 14.0-0 19-11.8 26-8-6 48-U 3-9-15-9-15 5x6 - 3x4 -� 4x7 - 3x4 - • 5x7 / 12' 12 3 4 5 6 7 -75 5� 601 / Sx6 HS 181 3x4 8 9 rb .� 2x1 d Sx6 / 1 T19 18 17 16 15 14 13 12 1A 3x7- 5x5- 3x4- 5x8- 3x7- 5x9- 3x8- t 0-0-0 t-0� 6$1 65.15 9-4-0 94.0 &11-8 7.6-1 14-0-0 234-0 3243--0 39-7-8 Loadu1g General M Summary Mection L/ (loc) Allowed Load (pd) Bt cod= FBC2017.' TC: 475(M knCR ossh L/6M (I5.16) LIM TQL: 20 TPI I-3114 BC: OS7(1416) 161LL• Mi. LIM (15-16) L/240 TQZ: 7 RspMbrinama:: V. V& M(8-14) C dCFTTL• OhIP 2LI992 (11-11) X/120 Ba3.: 0 M2L: 125% 6m/CRU- ob 2LI0 2LIO � B-: 10 )bat 024n 11 PbeOfCas(L¢\ (IS7,1.4114 (21-1 1,2?a (31L1}12P3 (404A4A) (5402a1A) (64034W (7a2,4-3.•L) ( 404-Lk C) (91L13.14,11) (10003.13X4 (12:1.12,VSAI (13042S11.) (14:I.12330) (15042.8p0 (16".1-W (1704124i41 (19:1-123.441 (19Dl1i8a41 Reaction Sunumra Jr Tyne i L.C«n10 &R\Hih Maeid ROBMVA1h M.<Pa M.G-lbm MarV"ums M.UM Mazur I 1 MI) I Sh Canos>:Maarry 3mb. 1.776hs - - -Mbs -Mb1 -Mb II 74RWCMIQ 1 8n Cm M-q 3Wh 1.776bs - -7971a -797bs ohs Material Summary Bradig Summary TC 9'641-4 ,201mp2a4 asgx TCB�zartc 3nfidvPori¢m2-0�Hr4ideimb�•gsaa 1-3 Sp(.4L9]i•2113)SSN4 BC Sp(AL4',2113)SS2a4 BCRm6g 9eairdsrRris®4.iQ11aFdesnty6`es Wt. Sp(.41�2011)b.32r4 Loads Summary i)Tlisr�hasbmsd�fafrdie>;dcc IOpeiboaxndndFebadpladvdbads ' 21TlisrnahasYm�dap�ialfcirdfiasofgndlvdsnaam7arixshl4'f7- IOaI�kWlwsir�usrdarriiprt I((�mphulmegE"P��C�S'F+drd.Cebl�}fi4Budfb&CasgwyOP�IDJy,QaalBNg I7isrs40fn4733Ab-15$NxFld7meTs«glrefcedwd mrtdadD(2r1lA,CC7me1Ydh4fi 3)M'n:smnsaay n:6o&wna�darr_-whB3CTatrIHl7.l hasn«hmu{�T f Member Forces SumalWyGbl s dm6MmbrlQTarC4 naxaanlfo�(mvxms�cfo ¢8ddiceR6om masxelf«¢) Tc 1-2 0S3 4P07hs 4.6 0.7M -3ABhs 9-9 0613 7,S561s - 2-3 04+c -3j w 6-7 0733 -32101s 940 0344 .3,841 hs 3.4 0.714 .3D551s 7.8 0.752 -3306hs 10-11 am -4001 Fa Bc II-12 12-14 0494 3,759hs (•2293Fe1 048$ 3 14b (-2905�) 1416 45(A 16-19 0%6 3596hs (-1y96ho 3Wbs 11927W I&19 0.A1 36471a 19-I 0470 3b47hs I ' 12 Zoo 5x5I 043-0 11 12,�9 0.110 270b 416 4164 4Q1hs (-MO 9. 0543 335 bs2-8 M .752bs 6.16 0.177 3215is (481 hs) 8-12 0394 I,IOOhs 3•IS 0391 9386s (-4i9hs) 6-M 4_Y8 -S75ie (-494ts, LL'�: 4I14 1,3I7� ($4hs) \�\�\� O.BL 418 0297 -Mbs 7-14 440.5 9Mbs _ Nd=\�� P •�GENSF �� ii I)Ttkdsgn's6.�dn"E7.10mr.r-.dbyt.M7ro,Ba B.H gCude. 2116sataMliuzatareircse6zlandhu¢«mlrbf�dplxlmemm�gc.nuofdd4nanduebdadMd,mnpmdasQO IS-+(Y.c-1)xhll iliiia�sdan¢ss0sA1�911'f71. � � 3)A� 7nafryo,wAQ& ,CP s��9D,lmheupp dbfiepbehtralrozhnxdcilnwleshaselma2DXFalriabnTahas�xaisellyhTnesMuwtin.epcAT9ii711-2Ip75�on2369 r nsa:x(�aa(ax,dan em�nc4aa .a« aofantaa4 away(.aoq,znwman>3>aabasa.�aalerao� g �` i A - 6)L'adandsq,Tfiroai.elasimMWF7LS(hAlsdrp.. � /"- ST i (V ONAt`\�� If7�AmPyofdfsd�nsnlbefimAsedbM+inmmsaar.TlR•ndhn:W.iial.uciba.�mdc�aiseends�uiene6a5gW6�•fCTmsMaiufaosemdrdessgmlramua«'aM¢nµdarssdtnnfmmhTsf«fib�beBnH^R BrianM B]iak,), >�clsolmhi:dnwig� erao�anmfRofianmle�inrngrttiwwaiiysrl�'f¢Ms�nmpaieuudsp�shw.nSe:frm.e)npz•dir-Inq,o�sminfumuis�SCoval!1a pgeforaddntafnromoimAtmn�rpbsdmlM ��;�I .aamamtysntrm�r�conv,,,s:I..:,a.,.m��tsr<z762..aa..m�p�sanno�a�une.fir«Ipbeu;:rsxalM•..Is�al�d,:�ameanls�,�plg«srlswl,d,;��an-�ba;;bls�a�•tt 2s9ox1:.�asxd�hx,�flu95I 5aufhernTrussCampanies,Irlc. Tnlw. A7A 2590 N. kings Hghway nzd�� OIITFtEFi[fl dbc TRUSS Ftxt Pierce, F134951 ice: NM18 11:38S1AM CAXTTC-Xd S016D.liTM CaMP)ANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax PaLmn 1 Of 1 Thai titrarer201Z7.) (Build21 M. a=ialDQtatesT,vasiar 1545 Sp- Pitch Q(y Olg- OHR CANT CANI'R PUPS SPacnwg WGT/PLY 4454 5112 1 a" 0{)0 00-0 000 1 24 in 2291 s _ 4a-B-0 15-0-14 511-2 1 7-6,11 t 7.6-11 7-8-11 I 511-1is F 15-0-14 11-0.0 1B-&11 211-5 33$-D 317-1 5x6f tx4k 4x5- 3x4- 5x6\ 12 3 4 5 6 7 12 3x4 / 3x41 - � m 4x3! 4x31 d 7x7 I 7x7 1 1 B T17 76 15 14 13 12 11 10 ' 1x41 3x4- 4x4- 3x8- 3x4- 4x4- 3x4- 1x4� 5�14 511-2 7-&11 7-&11 7{r11 511-1 5�15 5-0-14 11-0-0 18-fi17 I 26-1.5 3350 �3.7-1 44-6-0 Loadhig General CR Sauuuary Mec ion L/ (loc) Allowed L-d 614) Bitut. FBC2017/ TC: 093(4-6) VnfR• 0.73n Ln26 113-14) L/I80 TCLL: 30 TR 1.2DI4 BC: 099(1344) V.LL. Omil LIM 113-14) L240 TCOL: 7 R pMtrf c Vs. %.CFL Q2n 9 BQ1: 0 DOL: 125% CrmF-,Ya-2D am: 10 ILepfes(In<1 k (13.�i109Q) (3:1-1:31.t1-) (30013811.) (4003-M) (=0-W-0A) (W-17,3.4) (7603$,14 (934I, OX) (10D43-M) 0138,M.M (1200'-0Cy (13:1423-W (WO4,IU) (150Q.0A) (1&3-Sj-8A) (17D4)3,M) Reaction Sumonary E Tvpe ftc..bo BntyAib Maeal UBmW:h M-Re MaYCnwFb16 MEWd4a M-Upm M.ybiz. Y MI I Rn(VLq 1 So C-M 3DI"t. - -7421c -742 ha -731. 9 )FRpt(1'nm) I ISn - 3Nn Ifi536s -7426a •7421. Obs Material Swrumry Bracing Summary TC SP(A MS-M SSN4 aagc-rc&.6w 9�al�dorFl�6sa�2.3-0,FUiFnd nbyOdcs 5-7 EP(AMOD13)C-'3x4 BC SP(A190&203)S9b4 acalc BCBnmg 9.fild 121I.S SP(AMS-3013)922-A vab SP(ALX&2012)9334 Sides SPUL4Y>7D13I=.^_L6 Loads Summary ,)T,isnmhas(m�de� EfaFefFmsBxu,Op�imdod5vetwdp4cAadln4; 21TT'sruslestmi�yjdfalyd(asd'w:db.6h.-&,k JW9M7-,awJ�IrWriiguadfridiQt 16n�hulireKE�weCTvlj'6 40�I ;R> B� YBO-1DQA F> 3 i5ns40fkx4733 Ah-ISfiWEdZm Tna;Niiwadwd cxiii d.DMPIM,27nrcwdh4R 3)M-nmxns p.g hon CUW1U17.1 h..Ya-.p* Member Forces Surrmrary TabbFdmesMa dvl[;maxB.mnacalfaa(mxampcfd¢7ddFaa¢Fmn-Alf-4 TC 1.2 0.450-3,1666s 46 0932-3(16hs 8-9 Q479 .3.165 bs 2.3 0374 •3 1a 6.7 0396-3jl4hs 3-4 Q436-3616=u 7-8 0372-3A70Fa BC 9-10 0.430 2,Mbs (-IMbs) 1314 0995 36146s (-1$22W 17.1 WA 2,W Fs (4,57AO 10.11 0355 2548 bs (-,$Sla) 14.16 Q871 2,'/996s (-Is473661 I,-13 o36a 2hs789-fA836; 16-17 0394 23496s f-157566) Vrin 2-17 OD51 124 hs 411 aZ`8 416bs 741 Q,28 316bs (-40665) 2-16 Qm -I54bs 6.14 Q179 3696s (]666s) B-11 Q126 -1556s �� 3-16 Q123 315bs 6-13 =7 4,2hs (404b4 &10 Om1246s .14 Om 9%73 bs) 7.13 0976 993hs (amm 3,w (-5 Nam - I)Thudegn"shavdonAtiE7-IOxsnfamm5lyheXl7Fhxids 03GgCude / D9 Qi�x�da�.wh.4*H7IPF 1. t t 2)VnCRe�dfiozCRnid�euanxlxMlvi�IhflmadiebFeladpislm�angxmtiddAeindeodmdtnd,ampsde1- Sa_1)x I-E7tBSei. 3)Aspo4ysmd6m,Cq-1.13,hsshvupliidnh;,phehaxlnsmwbaas�db�•heTmsMandaoxcpaAT3/1-F7�2A2- 4)husoausaxx�mnFfapaph"ul'rmpmormffAh. raratrawnlmn�nAmlbe[.wilmnerofrnar�ainaidsQtifdounnheRepim9xmay. � + � '� A ST7+ 6) ®Fred'a�saxe.anahealnva:a(QR)raryi�daeiebnix{ddtMnRaxxdQJl mua6�ae1'de�ruyhaod,$D-11'EBpRBRALE FaakneisoQAsvddahvdhrnagx / � � / - I 71Liax1wixlsq�FE.rtsairct-d A N'F15(hHWft /��o �L ss�o1 1RA ��\ ` NJ)7�Am{yofhcdu ndal6-FivniJ iolzvaanoxtAxr.Thy{'mofhEidi+iialru;silaefsdgTaxsuani�Remca�pfal6yleTn aMa�ulalrad kssgmbeamrag a�dnmPl dhiifamx&naakAilyhBuilig BTiaA A BICaldy Ds@nA9xlm h'sdrxwiacidm�nanf).sderiyoles4•imirgn�pOnivSys�'G+1rxssaxsgrc.esdtix,v.MnnSxteawarB+pra�dh'irtgcrvt)dartreimd:CrealTi s`pagekraddsirrelnfomoim Marr,®rphedolk ysaEgC7U51 nandanndbpSrnp�9n�Tdcmparr�ben+mrdm¢wesE31.27Q.AIaxvmrpbxsam+.��u�unLYclx�ssb'vlpHerofi.8�ouethya=ls"whifiiid esan l9pugephgsr'�Iffwh3iid'oxsa hghuKm 138nsQ;ephe - 2590hL }Edih A37:BI J 1 Southern Truss Companiesfnc. Thmi : A',D SOUTHERN . 2590 N. kin Fii wa kings � y ProjectName: TnlssD:spler: 183�A dhc C"npmmi SollmanTt4 TRUSS . FLrt Pierce, F1 34951 Date: 00.018 113852.W TMI-1 COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pag: ) oi' 1 �krsm2017.Z1 [Bwld2] MalerW Database vasar l-W Span Pilch QY 011L OHR CANTL CANrR PUSS SpaciQg . W(,'1'/PLY 48-M 5 /12 1 ()0d ()0-0 140 J-H 1 24 in 2471h3 4a-o 0 i 1 6-04 5-11-z 74,11 { 7-6-11 71r11 1-7-8 4-11-8 &-'-0 6-0-14 12-0-0 79ii-11 27-1-5 34-8-0 42-7.0 48.0-0 37-7-8 4-7-19-7-15 I 12 5x8 HS 18- 3x4- Sx7- 1x41 5x8 HSS 185 3 4 5 6 7 6x1015x7 8 9 3x4 / 19 18 17 16 15 14 13 12 1x41 3x4- 5x5- 3x4- 3x8- 3x7HS18- 3.54- 3x4- I r 0.0-0 0-" 1-0-0 5�14 5.11-2 , 7111 7-Cr11 9-2-3 421 W -0-0 6�14 12-0.0 19-0-,1 F 27-1-5 36-3-8 40-512 47-0-0 Loading General (Sl Summary Deflection V (loc) Allowed 1—d (pol BBBCnie. FBC2D171 TC: 086(-A' 1b,Ot mh L/564 (14-15) L/I80 TCL: 21 T111.2014 BC: 055(IS-16) V.IZ• 0.46, LM9 (I5-16) Lr140 TCCL: 7 PUPWI nr. 1a Wb: D83(7451 FbaCfi 024h 11 Ba T : U DOL: 125 % cmvr ,W-20 BCDL: 10 i%e0ff�(1a7.'Wu,€k (1:V- :) (12 4121 IA) (30-2,42A) (41-11,33)1.) (5.4V14) (6D03$92) (']D-2,i2JA) (8B0a-$22.) . 03,1, (9D13 (104Q-3,43) (11�.7,14(Il) (1204,1W oil.lYl,9,(q (140AI.120) (150413-SA) (16I.12,34A) Reaction Suffixn :ry Ir Tm &pCambo I1c.W1h M.enl RgdB.aW14s Mny— M.Cxav(blfs M. %,d7.V6fl 1 }fi(N61) 1 3h G—M—q 3DOh 1,776bs -7976s 11 HR441(Abl) 1 9i, Cm M—y 3D3h 1,776b4 - -797bs Material Su)iunary Bracing Suoxmry TC 5P(•4LSC&30 3)62N4 exape TCBi�e ,. 9,ahadar}lsisu2-4-O,RrFd+ ,lyOCns . 3-1 v(•41.�2D13)SS2s4 5-7 9'(.gS35-2013)5S34 BC ql(AL97.2713)%2,4 BCB..Z 9�mhdvAvEsal4a-QAaFd�bj0.'es Who SP(Al9_Y3DI21t33-t Loads Sux F 1)Thct h.bm,d®d(vf ff—Ai 10pn Y-d-dFeb.do-i db.& 2)Th'snsstmbm,h s�fmt,edf orvidb ha®dr,¢��hi�7•I0s,,fefobig.d:rehpLC ldOr,gt,Wimr,Espavd.,FdyEnd CebL•){p,Bui$gdegvyRQ=IA1J,OualBag U-40fx47334b-13kl F dZ—T..;14�red..bm.B .LD3,ILO,CCZ—Wdh4ft 3)Mnimm a=iU�h.mrdanxo7,R3CTbk1607.I hamRmugid MnmFrrFnrrbs Cnmman? m,—Wf TC 1.2 2.3 3-40393 0666 am -4XI bs -3,565bs -4.1321a 46 6.7 7-8 On 0513 om 4=bs 4;!Mbs -33166s 8.9 940 10-11 Q701 Q722 MIS -399bs -3.447bs Aunt. 13C II-12 Q381 3,7331s (-2,725b,) ISI6 Q550 4,142bs (-2;2MU) 19-1 Q494. 3,7LS bs (2,107bd 12-13 Q453 3X2bs (.Ir599bs) 16-18 0395 3=bs (-1,754bs) 13-15 03% 3.4331a 4-1919M) I8.19 Q424 3,715bg - 107bs) albs 2-19S Q87 214 bs 415 Q191 4701s a5 Q88 _W1 b. 6.5 02 416bs (-4M 9-12 QN 394a �2- (1s) 3.18 Qi79 441 bs (-74W 7-15 OS3 "11. (-46W) 10.12 OD97 -311 bs 316 0.447 I,IOObs (-WW 7-13 0=1 557h (-2651s) 416 OYi 467ft 8-13 4149S -1,1106s acip,_ DWFI3RQI�i� 6)Iid uidup6 msmussMalm M WFRSOili'M&E- -7971x M m.�stcrobFy4eBui6g I 136anM Blealdy ( ai Southern Truss Compaaies,Inc. Truss: AS SOUTHERN 2590 N. king I-3-ighwiav Projed Name: Trws1)26 a. 1833B-A dhc CLxr�axlsSo111tinnT' TRUSS Fon Pimze, Fl 34951 Tine: M018 llLlb3AM TiIFN COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: l 0f l Vcri=2016ll31BInld )0) Mwerial l abbase wore 1565 Span PiL-h Cr' OHL O1-IR CAWrL CAriTR PLIES Spacing UlG 468j1 5/12 1 004 04W 1-00 140 1 2 2lsils 46-8-0 57-12 4-44 6-8-0 6-8.0 6-8-0 6-8-0 4�-4 5-7-12 5.7-12 1�1 165-0 234-0 30-0-0 � 36-&0 � 4,-0-4 6�8-0 T � f1�2— 3x4 - 3x4 - 4x5 - 3x4 - Sx51 2 51 4 5 6 7 8 5 ,x41 /\ 1x4! 1 4x7 - 1.-: 16 1s 14 13 12 11 3x8- 4x5 HS 18- 3x4- 3x4- 4x5 HS 18- 3x8- 2x,0j 4x7- I � 0 aa0 9-0-0 8-10-11 &,a1, 8-10-11 7.0-0 7aa0 18-10-11 ' z7-9-s ' 3648-0 4559 Loading General CSI Suaanary Deflection Ll Ooc) Billowed Iud (A Bd8Cod:: 1BC20171 TC: 095(4-5) V[ M 1.16n L/449 (1344) L/180 TCLL: IN) Tfl1-3114 BC: 061(11-13) 36n - 053u L/972 (1}I41 Ln40 Tom: y BspMbrfn Vey Vb: 052(741) H-M 0.27:s 10 Bal, 0 SQL: 121% OopF.-.X -2,0 rm : IO PbO f-(k¢XtNCk 05-14^-IA) (2D0}13ti) (341434% a) (N>3AMA (540}8A) (6w-OA) (704,M) W10; M) Reaction Sugary 3r 'fire . BMCo'nho &733lth Maeml HaiBrnyith Maz11m:s MaxGavLb,B Max334i41b9t M.LIM Mats Fiats 1 Fo "1 I 8n Co�LxseM—y 3036 I,727bs - -775bs -7756s •61 be 10 HRdN I Sh Onoe mmq ID)h I.727 bs - -775h -775W Ohs Material Summary Bracing jUl y TC SP(ALgK3113)R=34 TC&aag 9-fd.P.S-,1-K a dh* y0h- BC SKAIS-Yr3)13)%2.4 BCBnmg Sim(dor}1e5aat�ll�.Acfidea�by0lui 3VIa 91(ALSC6.3D)2)*31.4 Loads Summary 1)Th"sas�hnshmaror4xdr�8e� lopihmndmlF.Lbdpiedad6ad; z)Th'snffihazhm,a®.dfahrdrabotn:dmds�aovaa,n +�ti�7.7ow,herao,�g�dr ,a:�p,c l6o�d+�*�SEv1�C>v5'E+ wdcnnbtf�,Buis�a�oynp-In77.o,vaeseg 6ns40fix4733 fyh-ISF<TSaEld7meTn�T•➢8red�omi' eeGQ3r110,OC7 Wdh4fi 3) Minnxnmra¢mvcb�hamJ6uLxsJs iBCTatk 1607.11�nnahmappAd _ I J'1G111UC1 l: Wl LC3 u1,LLAJU[ y IapYMmeSA1m�WIl4maxLV,mirafNlfm2(nmmrs fdad'dt"ieecfisanmauBlkro� TC 1.2 0&9 •3,914bs 4.3 OS156 -4613 bs 8-9 0,694 3i08 bs 2-3 U94 .3A(186s 5-7 0916 -,3 hs ¢IO 0649 -391atn 3� O.T_7 -3321 bs 748 0T7 -332121 bs BC 10.11 ' oss 3,Mbs (.2ASh) 13-14 0562 4XIbs (,2b601a) )6.1 0339 3Xh (-2mw 11-13 1 0613 4429h 0.4431W 14.16 0613 4.428bs 42.44163 13Fhs 2-16 0213 -384b, 5.14 0350 426U SII 0431 IA61 bs (489Ls) 316 OA31 ]AS] bs (-Obs) S-13 0350 .476bs 9-11 0-13 -384bs 4-16 0325 -Ij191. 743 0214 527bs (-84h;) 4-14 0214 527bs (.W ls) 7.1L 0325 -1,31M c ► pE7 1 i��- S' 0 /I1111111 m�x:ranlyka,ai� Bc;anM.$)nkly Southerr. Truss Companies, Me- This: A9G 2590 N. kins- ��Jway Ned �� SOUTHERN n�T CaaL'won5<iltloanTM TRUSS ForLPiem, F134951 Rile: M/2018 11_i854AM �� CGMPANlES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pdw. 1 of3 N.(,sim2or7.7.l [Bmld2] .NlawrialDdW=v=sicxi 1565 Span Pitch QLv OHL OHR CANT'L CANI"R PUPS SPI6,39 WGT/PLY -I&M 5/12 1 &M 04U J-H 14W 2 12 in �R216s ! 1 46-60 12-0 3-11 6-1-10 6-1-10 6.140 6-1-10 6-1-10 3-1"4-2-0 4-2-0 8-0-0E-Y 14-1-10 20-33 26-4-13 32-6-6 -6- 420 465-0 • T- 12 5� lx4� 6x8 HS 181 3 4x4 - 4 IX4 1 6x6 HS 18 - 6x6 - 5 6 7 4x4 - 8 6x8 HS 18 / 12 9 �5 tx4/ I 5�' Sx7- 1 11 Tj691 19 4x4- 18 17 Sx5 HS 18- 4x7 - 16 4x7- 15 4x4- 14 13 4x7- 5x5 HS 18 - 12 4x4- CJ8 JB JB JB JB ® JB J8 JB JB JB ® JB J8 ® J8 ® CJ8J8 G-M 7-0-0 6-1-10 6-1-10 6-7-10 6-1-10 6-1-10 7-0-0 8.O-0 14.1-10 20.33 26-d-13 32-fi-6 38$0 Z7 Load General (`5E Summary Mec ion lj (loc) Allowed Imd (id) mgcodc FBC20171 TC: 054(S•7) VAClC Izb L/403 (I5-I6) L/180 TCLL: 20 TPI 1-2014 BC: 0M(1546) VnLL. 056b L/927 (1546) L/240 TCOL: 7 PPmlrl—.. hb Wb: 0&4(34S) %aaLl 023h II a=: 0 DOL: 125% OnpF—,Ka-2P BQZ: 10 Fb.aT-pr,x' .Tv (15IIJ-3:W (-ID4�43,70) (30-3,4-117&) (4:1-IZ5-RA) (50 j3,(1) (64034a) (7.1.17,4tA) W-12S- a (9b3,443,R) (IOD41 UX) (IISII,I-3pa (123.1r�W (13:1-12,1W (MU;2-12,A (MI-12,MA) (16041•SR() ' Reaction Su►nmary Jr T„e &eOmlo BiaWdb Mmbl RgditVAdh MuR d M Ga LbK M. PtdLw NWLW M. I Pb(RhA 1 8b Co M—n. 3O0"n 3X7bs - -lXb1 -Ixbs -Mb I1 HRa((wA 1 Sw C—?,f .ry 300h 3,107ft - -lMbe -1sub, Oba Material Summary Brac h g Summary TC SP(x-gD5-MI3)a34 aapc TM-aw 9uiYda•Aafrca�t111Lflalnd rnbJOhcz 3-6 SP(AL9OS-71L3)SS2.6 69 SP(AL935-MI3)S52a6 BC SI(A-973713)SS- BCtinug 9fdwPwfse14-2-gRrFndsynby0fm Wt. 5P(.g325.2012)F334 Loads Sumrcrary I)Th'sruslaslm�h�td,fwfrdfmcdeo IOpdbx d-dLebadpk dadbn& 2)ThBnsloslm� fated7�ofwid ka�namrdarix�Js.E7-IOv�hefok+aigl�dfidipe 160rtuhmgEqu veGfuyE ital.CsFdii ,Buifr�('aIIQ�ID2l,Qea1Bl10 L7n s4pfu47331khsISfL F�d7meTnesTlsiceda�msled.DlirltA.CCZar,Ydh4ft 3)M'nnonn saavzu:ba&eb �mdvmshlBC7ibr160Z1 IvamdmuppTd \0\\j 1 I I I1// ///, �`P,v�G�NS�c �mi 1pe A— STA� i �U 0 FLORtO Iffuhd,'rdo¢iti�uri.i lspxl�ryd+e I s.n ugviori s 2390t4tviccll�AKneA34951 I Ill/// �OW " ;7111,11 iz —m a� nor (�5� :\\ IS �4 Sf //• I II 1\\ QQQQ� � I _ �J98 ^ ��CCm �•pS aa 8888 848 b F ON r j Nw r✓ ' - .� .-� N �aaa dda s � e o zS � ! xa19 19 .� ��A � � � Yr •' �•Y.a V] n 1 cli o j�j 19 ,6 ,�p��19 �9 d� 'y$L ;Jp4 c1y9 �Jy9 RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR AA, RRR R R R R I-• RRR RR R R R R AlR R RR R R R R R R R RRR RR A e pp aa $g M 1-1.1_818!!17,_88yN�88N8yna°��d2�,,��g '='_--`�__e___�_'._______________..-G� a,AAxjA.Cfi .0-ax4.3.3 919,E19jaxA0,a19JsX8xAA. .8A.S.Eais0.3isA19J9J914s� �el�'F•3&0'SB'Std"��34�2•$•3•S'0•F�`�3`&B-frdYfCd�rd•F0•S.�d'SJNx °P,I•.EoEV_•OvfN_�a e 3. i till gL Ut`89ddB 9 9866&& 9d Y7H888d�B86 JS8J98888J9J988 N N � �' .�. �$gaddd��dddddd ¢y+ o33 dd 33 dd dd .•b833 �_EE dd_ pA' �XXXXXXXXXXXXXXX � S �� ¢¢¢ Xq XXXXXXXXXXXXXX --__ - - --- Ey" AA E GG•• 4' B B B B B- 4 B B B B B B B B B B B B B B B B B B B B B B � i' SOUTHERN CCr1tp.,o�ri S l lmolr�*+ TR�3'�S Trmi COMPit HIES Xbvor2D17.7'1 [BLnld2] 4atuWDatala;e,v=sion 1565 Span Pitch Qiy 4&M 5/12 1 Truss-ro-mta Connections Summary To C..idT— C."VMT— Trl CM Me, TT 28 A9G 772 1S .49G TP i8 A9G TT2 38 A9G TP_ a • A9G TT'- ]8 A.93 TR 29 A9G TR AS &M Tr- M m Tr is A90 T7'- D9 NC T1' S A* TP 3S A9G T 1, 1R AQG TT'_ JS A4'a Tr- A A9G' M, a A* Trl CIS A9G 5) Of, f. Olm S412 10412 12b12 14b12 140-12 184-12 20412 22.412 23-4-0 24-74 26-7.4 2s74 30-7-4 32-7-t 34-74 30-4 38.7-4 38.40 Southern Truss Companies; lue- 2590 N. king; Highway Fort Pierce, F134951 (800)2_-2-0509 (772)A64-4160 (772)318-0016 Fax 904 90d% 90dy .O& 904 90ds 90ds 9Dft 9Ddg 904 934 904 90dg 90 ft 90dg 9Dk 135dg OHR txw CANT L CANrR PL I S I-IM 140 2 +sdQA^.v6nd�adi'da�miytram(ssbWEEQRHRACE Taa�ransoQA e�ddagirall.ao�� Ih�drettrlulanderaddaskin�cl'C-I mwdla+T'a$orGml�e6[mnalYl'du:z7d'bgj(q it.7Sac,BC-z mw•IOdt•L$arGnTL$[mnal2(rdaY27.8':rw�jQa 9'm 7'CSfif1(2) IOdira$aGnl�$[mnal2D'daz278'Mgj T7_38-}I0,{1) IOdTL$or6mTL$[mnal20'da:27,8'Ugj 71��s�T�Pp'�lbYdnslo��ammrsdwn s) Ireeliema�sfm$m �dorutro.,�s�l®$se��w �a�mungoy+w+�a�s.rcaod,el o 9)Laealwdrgdwlb— ddnd�p3. I I)nu$� Isad2mpydmtt>��r�maby IQierai� 12)Lad.idq)68-b..dmMWFRSQJ/tre ft r Truss: A9G Projectls4lme: 1833-II-A Tnm Dom. ft Datc: NOIS 1138:54AM Ptt"p: 3 of3 Spaces )kur1PLY 12in Mls \�\01 I 1111R//,',/ N XP •�GENSF �� /��i 1- ;�-�` _ STX g- ss �ONA'`�� 1,4;Wid�id"osnlgh[nin ISpi¢tphe Southern Tress Companies, trlc Thins: Cl :! _:' SOUTHERN 2590 N. kind Hi �,a � y Projectl�ame: TTuND---s;-w= 1 �A dnc TRUSS Fore Pierce, F134951. Date: RIW018 11_38�5AM CO "p° �,6 �1015 1M COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax 1agea= 1 Of l Ntm - 2016113 ( BwM 101 LalaW Da abQs lersiax IMS Span Pilch Qiy OHL OFR CANTL CAIVTR PLIES Slucirg W(;LPLY 22-M 5/12 1 ON 0- 0 1-" 1-" 1 24in 9511a f 22-0-0 r 5-7-12 4-" 2-0-0 4-4.4 5-7-12 6-7-12 1 10-M T:%% 164-4 22-0-0 12 5F 1x41 Y 2x10 � 3x 1 1 4x5 - 4x5 - 12 �6 a 7 5x4 - 3x4 - 1x4/ 0-0-0 i 1-0-0 9-M + 2-0-0 9-0-0 1-0-0 10-0-0 12.0-0 21-0-0 Loading General Cg Summary Deflection Id (loc) Allowed rand (pd) BBgCndc TBC20171 TC: Ofs" VnCR 035b L/631 (6.7) L/IRO TCLL: x TH1-2014 BC: 025(6-7) VnIL• 009n L/M (6-7) LIIAO TCOL: 7 RUPM10—: Y. Wb: 02,5(47) H-ck 006n 6 BOIL: 0 DM: 12.5% CrImF+�,Fa-2D B(A.: 10 Reaction Summary 3r Tvpe IMCWbo BmWdh Msaial Rgd&¢1Wh MuRma M.,c—Lw 1 n-VAdum I 7F(VAq I Rb QmmM—.y 300n R456s - -365 bs 6 HRm(Riaq 1 8b Gg M—q 30(Ib 845h4 - -365 rs Material Summary Bracing Summary Tc SP(AI SZ713)r2a4 TCBr g 9xstdo P.E xti9QAe6idcshgbyOMx Bc 9'(XSO6m21n3)i-2.4 Br -Big 9mfdaHa6Knt5.44AaiId_ lyOlm Whs SNAL 3012)632x4 Loads Sunny I)TH—Issbmdegadfat—Tf dleb10pdbm—dxdi badplsdadbad; 2)7>u:n,gn�l,m+�,;dtatxxf�orw:dh�es�>��,r.�7-low,txwb,.:��d��l:pa lwmpno>„ma��N��.�+R��wn(1-Im1,o.��er>c 13ms40ftx4733$h-ISfLt4XEgdZ—Tl4ss,1 *.d gdnd,gxsdmd.OQr°160,OCZ—Wdh4ft 3)M'v:mmsgragrs¢�gnaaxnlarm�ifIR3CTabh160L11asrolh appTed Mernber Forces Summary h�rsMm 6rR�maxC3,mm uelfa¢(naxmnycfaaYddfanf gnu dfond TC 1.2 0651 -IE65 bs 36 Q=5 .1,156hs 56 am -list. 2-3 O-W -1 Mbs 45 Q380 -12vis BC 6-7 a2m 1.498bs f-Mbs) 7-9 QS16 1D99hs (62114 9-1 OR45 IA98h (-M wb, 2-8 am 4487. 4-7 0.134 329 bs (445W 3-8 i 0.130 326bs (.1516s) 5-7 Q252 4571. Notes 1)71isd I'abasd—E7-IOasdemlbj1e377FLIikBditC9de 2)VrtOtesd}ixzCRnNiewmdudMcasdddkmsdebFekadPlsfxx4s�oxn{ fddl�Idumdmdhod,o>gpadasQfl rLi(nc-1).td rL:. assx sJsAMIM 1. 3)AquafryoxvdLmyCq-I.13,h sbmisppislndrpbehcall� 4alxusspmidbyheTnsMu�&ovcpcAT&/fP(1-2DO2S=b1272. 5)I�1 nidt>pB'ue�xebvd on MVVFRS W7hadg I -365ra 61 bs .3651. Ols 2c101 3x4 - 0-0-0 13yw,rytsgcr$Y IS;nhfiFd'oesali�trsion IBPvuge(dse ' Soubiern Trilss Comganiesjnc- TnLss: C2 " SOUTHERN2590 N. kings Highway � A d F(xtPierce, F)34951 Data: &9038 1138:55AM cooTRUSS 7hc's6s r-GMPANIES (800) 232-0509 (772) 464- 4160 (772) 31 "016 Fax Pao= 1 Of I Vial2016.113 [BwW 101 Material Qarabase viai¢c 1565 Span Pitch Qty CHL 03IR CAML CANrR PUSS Slating WGTTLY 2240 5 /12 1 G" 000 I.M W-0 1 24 in 8711h 1 22-0-0 12 5F— V 2z70 � 0 1 3x4- 1 I T 8-M 6-0-0 8-0-0 8-0-0, 14-0-0 T 220-0 4x61 7 6 3x4- 3x4- 5x6 HS IS- 5 1x41 12 —15 200 3x4 - O-0-0 1-0-0 7. )-0 1 ' 6-0-0 04Y0 7-0.0 1-0-0 8-M 14-0-0 214)-0 22.0-0 1 Loading General (NI Slumnary Deflection L/ (loc) Allowed Lind (pd) BligC<dc FBC20171 TC: Q74(34) VnCR: n4h L/W (4-5) L/150 TCLL: In TPI 1,M14 BC: 0.75(4,5) \hsLL• QISh L1999 (•15) L/240 Tom.: 7 PpMbr(mme: 3(5 VAb; 022(371 lb.M Us 4 BOLL: 0 DOL: 125% Oepl%mr X-20 BCC(.: 10 1'h.eOF (I.RJ�•YAret (1}I42-31M M431Q783 (3:142 -W (43"147.3N (5:1-17389Q1 (6"142a) (73-33SQ) Reaction Summary _ Type ,BMC.W. B ±h Meehl R - it VA --%0\4 h gdBm\X M.pR M.G-LbUi M-%dLw HF M-Ulft M-k I I Sh G—M..y Mob817bs - .365 bs - .365 bs a9 bs 4 HMI) 1 Sh C—Mnsaq 30)b S17 bs - .3651s .365 bs 01. Material Summary Bracing Sumx ary TC SP(.4 -gm-20 3)R_2x4 TCBradg SI.®i.alortixFses}54hx4.dpnly0sn BC SP(AZMS52013)022x4 BCB.adrg: 9m1�nrLLuivaLS2-0,AcFdes�ly(Yrs Vas SP(&S35m 012)43N4 Loads Summary 1)Th!smhssbanfQt—T &MI0pibo d.adFelssdpkdmdlsd; 2)7h'srrsshsstm.d�edford.rdfmsofohd l>ad;ha®rdarixvlv19�7•IOssbtefoknigrcc�tdiyut IWm(i..di.mkE�eC,Fd!'F�{`.°IG.FbFfD.l3uNs&�sgay8(I�IN),0•enl8tlg . L7.su400x4733fLh-15$TEsb.d7. T.ks,,N*i( dadimnOd i7L-1,60,CC7ene1Ydh4Q 3)Mnimvnrzng�cJmdrgFsaa.dasn„IsiBCTabk1607.1 hasrphmappim Member Forces Summary tabti dine MenhslL)muC9 a:ualfc 4(mam �.WsCd3faevfmnrtmexhlfool TC I I-2 0.741-I_SO4bs 12.3 V12 -1340bs 3-0 Q7U-1304bs M BC 4-5 0.746 1334bs (4t766d 5.7 0643 13Qbs (-7.. 7-I 13341.s (4I77bs) Wbs 2-7 0.115 ffibs 3.7 Note= V16 240bs (-240bs 3-5 0.115 283Ls I)Th'slops's6as5mASCE7_IOasrdemedb�•IeX117Ftrda8.�ngCbde 2)1h'sCRandRdz;I,- ialardhv¢oml deb6mbadplatl epmmpomuofdikim&wdsdWmmp® wW I.L+fr - I)xDdI Lli.e®.dannARGI(P( I. \ \111 II///// i pE7 .- _ ryryS►F3 (V �(hu f. su a�fmi t�•nee asg BrianM. Bkakly xmadnAlmx.snrphsxdvllc SnnErc+Y7f2s1 a h�hvsSn lSga.ge(.hc 2590N1:..�}L=hh 13349 Soui;lern. Truss Companies,Inrr Tmss: OG 25901\? kingsHlwa � Y PnraxT�ame 1R;3�a ra SOUTHERN lru,�lka;g4 r dh TRUSSFort Pimp— F134951 Date: NQ018 113M- AM C 3Thk6loran CGPAPAN1ES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax pav: 10f2 Nbrsia>_ 2017.71 i dU21 denial Database versam 1565 Span Pitch Qy OIL OHR CAN'PL CANER PLIES Spacirg V.KTY/PIY 22-M 51)2 1 004 040 140 14() 1 12ic 94113. 22—" • 6-0-0 - 543-0— - — _ -- 5-0-0 6-0-0 6-M 11-0-0 16-0-0 22-0-0 12 4x5 HS 18 - 3x7 - 4x5 HS 18 - 12 T 5� 2 3 4 5x51/ I I I I I I Sx51 IT51 9 8 7 6 3x4 - 4x4 - 1x4 1 3x4 - I ` C.46,J6 ® J6 J6 J6 1G16 J6 0-" 1-0 543-0 I 5" 51" r 21-0-0 22.0-D Loading General C R teary Deflection L/ (loc) Allowed L-d (pd) Bitc oic 1BC2017/ TC: 093(4C#C a� 16t 033h L/676 (6-7) 1./180 TaL: 20 Tli 1-2014 BC: 081(6-7) V.U- 0.14n L19N (6.7) LnAO TCCL: 7 ngMlri- - m Rib: 0.43(36) tbaat• al I h S Ba2.: 0 WI_: 125t6 OsaFkxlQr-20 BM: 10 Ph.Ofr—(1m34VA,& (1.*12J-gm (2D4,%Am (3M43-V) (4443- A (54-121-99a) (674 14-8A (7D43-A90) CBW4M (438-i30) Reaction Summary 3r Type BTCcanlo F-Vmh Maeml TWBraRklh M.R.. K. C—Iw M.I%wlw I Pfn(Rbl) I 9h r--Maomy 3Mh I,I19bs - -M9 bs 5 lied(RS� 1 8h CararmMasxry 300h 1,1191s - b79fs Material Summary Bracing Summary TC SP(.QMS-2013)@2x4 asgr TCBiachy 9mtsdp P.S.a3.5 %1).r dei3,by0h- 2� SP(AL9]i371316Sbs4 BC SP(AL9b2013)P22z4 BCl iy¢ 9imfidorArisd2.114),Pud'nd�by0hps Ribs SP(.Q-q:)S )12)A32a4 Loads Summry 1)Thutsssfwslaa,Mg dfprtedf�xb lopsllmndvdbek»dplsd:+dtnd, ztn.s.u::brit+end�m;at.eermsprw�mmhaae.�a�hac�-low,terob+:te�.rar�:� i6opd+�zE�,a�Sltih•>;m�.c;.ta;trpl3aaf�tb.gayno-Im>,o.�atel>8 s.,s4or a733r:b-lsrctaaFid2omrr,s;lla,cedabaxses�170lr1L0,�2mewdhalt 3)Msunun�-—kt�rd'ighamdarixaisTBCTa6EIK17.l hasrothmappfcl Laid Case Irl: Std Live Load Point Loads ' Mmbc Bairn M i. L d TrbRk% 7bpod 60-0 lbw, 36M Band 600 man 93bs Tapod 6412 D s 80bs 24h Buod 60.12 man 6bs 24h Tspchd 84112 man 80hs 24n BMO,d SO-12 man 6bs 24h Tspad Io0.12 man Mbs 24h Bead I04-2 man 6be 24h 7bpad II-11.4 man 90ts 24hl Gad 11-III m- 66s 24h TapChd 13-I1-4 loan sm 24h %C d lil l� man 6bs 24h TopChd I5•II.4 man Sobs 24h &4Od 15414 man 6bs 24h TppO.d 16D0 man 366s BmChd 16." man 59bs 449ke Ob mainmta,t+lyrt¢13uii. 1 111 Brian M-Bleakly hF3iew3nI8p.M,bc Southern Truss Companies, Inc Tn1ss= O G 2590 N. king Hpwav PrgcctName: 1833D-A , rx SOUTHERNTTa�51A.jaxr dhc 1 TRUSS Fcxt Pierce, R 34951. i>aic: M018 1M-MAM cow m�tlm«s TM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 2of2 MYtioD 2D17.'Ll [Buld2] Materi d Niabnm versim 1565 50 Pitch Qry OHL OHR CkWrL CANER PLJFS Spacv� wGT/P1Y 5 /12 1 040 000 140 1.00 1 J2 io 94 kn Loud Case Dl: Std D.adL.d Point Loads Mnd,v lnacn D i i. , L-d TrbUBh T.yOd 600 Down 9bs BaQd boo rtl_ 722N TvChd 60-2 Doan 31 bs 24 n B.CM 60-;2 Dx 42ba 201 TopChd W- 2 Dom 31 tc 24n Bac d &0-12 Down 42bs 24b Topw 10412 Down 31 bs 24is BwOd 10412 Down 42b, 24 in Tipdd 11-III Down 31 Ds 24n BaOd 42 bs 24n TapOd 1311-4 Down 31 31 bs 24n BnOd 13- 4 Down 42 hs 24n T.pOd IS11-4 Twn o 31hs 24n BaOd ISII4 tbwn 42M 24n TopOd i 1600 Dwn o 9bs BdOd 16 -0 rb- 72M Member Forces Summary T.*:fm1.-bn 14m.cs,— Wfb,.%(.axwV.feTrdT—t—uhlra� BC 5-6 0.715-Z715bs 7-9 0814 3,M61a 6.7 0814-3.46SU 9-1 0.715 -2.'Wbs D1b 2-9 0239 6%bs (-496bs) 3-7 0122S 314bs 4b 0239 604N (493bs) 3-9 0409 919Ds (-669Ts) 3fi 0431 8246s (d45N Thkss—to—trcv5s COm1eChOBS Summary M� CendT— CsnneT— Ourvimotim Nrek TTS 06 C30 600 3)5dg TD9 36 C3G &14 2 270dg TT9 J6 (3G &412 270dg TTg 36 OG 10412 270dg TT9 36 C3G II-II4 27069 TT9 36 C3G I3-14 270dg TT9 36 c3G 15414 270dg TTS C36 (3G 16" 225dg Notes r I)Th'nda'pn'sbumiml'CE7-10.,n n n dbyt.M7Fo,id.BuifgC.k 2)3hsODad}iazQta¢MevladM¢ainiddimadueofsrmdDfafmvpsnP4nevnfd•0andueodadknd,mmpmlasOdl lZ+iliu-11xIIf1 iY.naa�+rcrwiiR.9/TT'T 1. 3)A¢u5ymitolfazn,Cq—i.13,Imbenapp5dofrybehealmim�mMig�sabsasspd�byheTrusMuufiaerpcATH.77T Iais.62A2. 4)Aovda��t S)V.$d.W, pffon.'—ba.dmM WFFtSOdjivdi¢. \\\\w�I NA. BRl II'(/� \�\\ 'IONP\- ��\� I11111\\\ ISp.wrbe BrianM Bkakb, Southern Truss Companies, Inc- TnLss: 02 2590 N. king T-lJivay N=Dame: 1833-D:A SOUTHERN TnxssEu TRUSS Fort Pimte, F134951 Date: 890J8 11306.4M COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 Of 1 Vasa c 2016.1J3 [Bold 101 MaterW Database veraai 1565 Span Pitch Qry UIL OhR CANfL GIivTR EllFS Spacing WGTIPLY 3-2-13 3536112 1 00-0 0." 1-4-3 00-0 1 24 in 10 h. 3-2-73 1-914 1 14-1 1-9-14 3-2-13 12 3.54 F i 1x41 2 m � I a 2x6 1 1 1-9-14 1.4-15 1-9-14 3-2-13 1 Loading General (M Summary Mec ion L/ (loc) Allowed l.md (psn Bljgc lc FW2D]71 TC: 0I7(1-2) VnCFz OKV L/999 (4-5) L11141 TCfL: 20 TH I.2DI4 BC: O21(5.1) VdLL• Di1LP L1999 (4-5) L/240 TCQ-: 17 ftpmkl— 1(a V2b: 010(2-5) OuvxxnT, Mil :LM (1-1) X1120 BCIL: 0 DOL: 125% hn/QiIL OOlh 2L1m (1-1) 2L/120 9LII.: 10 F—Ob O01 n 3 Fh.Ofl fl.X -Mzt (1542-2D) (20031090) (3:1-23-M Reaction Summary 5 FSt(Rai( I 11313u CnwxMb y 3DOn 274ba -114 ba .114k 105b 4 Hpo1(fnaa) I ISu - 3OOh 796E -29 ba -25 b4 .231c 3 HAd(T—) 1 15 it - 3100it 4b$ -2Dbe -30b; -201c Ob. Material Sur xnary Bracing Summary TC SP(AL9'X2D13)K22t4 TCBadg 9-M1allai 6-34Mnd*�byM.. 13C 9'(AL906-Ml3)142:4 BC13, S 9ltvdarAairs &3gBtt6tdaen(yQl— W.b� SP(AL9Di201--)A32c4 Loads Summary 1)W.n h nmtivgidfafreTesdum IOpdbN—diordF.ebtadpkcd®dbe6 2)Th'atn�hasb��fvfrdf�•dwidl>adsnah�7- IOuLkfo6wguxdfdip6 If4rtq>hulir®�F�aa.eC,FviyF�CybL+Fp,Bua:tg6q!ay00�ID]}O.eaiBtlg Di,.40fb,4733fth-15ft7%E,.dZ—T—,Hyraded.nB dtOL-160•CC2<.eWdh4ft 3)MW— again:bedm:t>tmtdar�a�W-bbk1607.1hsnab—pptd Member Forces Summary GbtidiaQMenhrlRmuG4 mazvddk q(nnamn�fwv3ddTeecOvn amifo� TC 11.2 1 0.169 M! 2-3 0.169 BC 4.5 .0.194 Olts 5.1 0210 1056c (-27W V&. 2-5 OM7 3076E (-I601a) Not= 2)VrtQtarditrzCRatdewmlandl lddl»asdmhebadplrsfca�®gme¢ofhll:nmduebdodbed,¢tmymlxsIIfi lL '-1)xIIfl Uh ANSWH 1. 3)/q.mofam FrydyC4-QK m6mappkd hthtral 'nwhahesslma211°/.Fatriscn7dra byMTn�MwfanecpeATA!(T7I-7DO):ntim23fi9 4)Tnrso-ntsmmedonifa@apFaafiiepcaaemmy Af�ngcv�cvtntral'arterim3ta16epwAtioeffiItatmxuaabnandttp8tdputnMRn�9mn�. 5)liadwidttpNummxcheamm M WFRSOdyhe&g \ow l 1111 //l/// 1 �e7. k.1 - STN i tU 0 �- FL rvP lllllll �ork;tra„armau,t,t,•ka� BrianMBleakly Igpt�epLt:a S4lS,alidtiSeesnhAte in lgpngepbe Souttiern Truss Companies, [nc. Tniss= 04 SDI3'iHERN 2590 N. king; Hghway TMD2;i : � 3 lea TRUSS F(rt Pierce, F1 34951 Date: R9.2018 113857AM Conlpx>mSoltIDxsT"S CGIAP'ANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pagn 1 o''- Truss Wsioa 2016.1)3 [Bwld 101 mat=ialDataha ,erica 1565 Span Pitch Q:y OHL OHR CANfL CANPR PLIES Spacing War/PLY 5ir6 I 3535112 2 MA 0-M 14-3 GdM 1 12in 16kn 1-9 14 12 3 3.54 1 x4 k 2 2" 1 T4 I ,x4, II J2A D3G • 043-0 r 1-9-14 1-10.10 1-314 1-114 3-&8 5�-6 Loading General (A Summary Deflection IJ (loc) Allowed Load (Pd) BHgGod= FBC20171 TC: 015(2-3) VnOt ObLP LIM (5-6) L/Is0 TOLL: 30 71112014 BC: 009(54 VnLL- ObLF Ll999 (56) L/240 TcIOL: 7 PUPWI - Tb WE: OOS4a�) 6.a/CEi7L' amh ILIM n- 1 2I.n37 BQ2.: 0 IXIL: 125% aam/an L. Oh MIM (1-1) 7L/I30 BCIL: 10 %CR ODTb 3 Phe0( 13m,-&M)d (IS-52-2D.) a"34M) (6:1.234t90.) Reaction Summary Jr Rex: ftc-& BYyah M—W 3WB¢Vft Naha¢ Mrx2!LV fi M.Vkot%,M M-q'M Mabtr¢ 6 Y.CMI) I 11313n C—M—q 3DOb 127bs -79bs -791. 7sbs 5 Hw(vm) I 11313b Qo Masrry 3DOb 9M -27bs -22bs .27W Ots 4 HM(rnm) I ISh - Mob 19bs - - - Obs 3 HM(r—) I ISu - 3DOn 361. - 49bc -491e Obs Material Summary Bracing Summary Tc 9'(AL935-M 3)WA 7CBarbg 9xxbdwh.ism634Brrnd5�nbyO6= Bc 9'(AL976•,'1113)A234 Bc&avg Sk—f dQP.E-6- P bd.yVbyOh- 11Ss 9'(AL9Y,-,O )(02fi4 Loads Summary 3)M'rimm�asr.geaorkedrgn.®rdarmhlBCTa6r160Z11ncro[bai.IgSd . Load Case Lr1: Std I2ve Load I Point LOaSs M-bx L—i. Dh:i s Load TrbTWh TapQ.d 2-114! lban 17bs BnOd I 2-1141 14s 71z ' TBaChd 2Chd 24W $ z3a LoadC.DI:Stdb.dI.d \\ BL !! Point Loads\\\ Mmdxr Lomas Rims. Lmd TrbtlkM �� • : ENS TrpOd 2-11.0 Dann As\G F Bald 2-11.0 13— 3bs TcpOld 2-11.0 LIP 17bs Bald 2-11.0 UP 17hs Member Forces Summary Tabtodm�Mmmslgmm (9 mmm elfa¢(rtsrms� fa¢ad3favtfiommamuifare) i O TC 1-2 OL150 -Albs 2-3 BI53 -2s1u BC 4.5 OW3 Obs Sb 0096 Obs 6-1 am 7sM vjb> 2-6 IODso 2B 1. (-1121* Thm-to-truss Connections Summary ID C-idTM CsrvrmThm (im+ wz Ass* O ORt - TT 3 c"'s+ o c �344 use T///�C-,`S`��ONi�•�-� ��\\ bDfi�AaQyofdu;dcs{nshattrhrrmidohvarinmvaax.Thci�sdb'siidnlrseai�lmd�'naveanlregsiarcaalyfuiblleTn�Mza�o,Qardrdst,eaa>..ga�d�Ls�orro,au,�.rah(ytelsg Brian M Blealdy Tlx;$vAsalmhndxuigbdaaasax3srco((mfaaonlmgimisgscpoad�yssM�'RrlenrFmm{vendagn�cxrtSalemv�gwdh-1mPaamissf.maim&GmcatTbe'(egefaadAdval'rd inNmm�p(sashslle � ��1 maw5andbySmPronsmrg-re�SrgesO;lr�naaadasxuas m(-ntti.Nu.menrpL.s+m�taugGusd�he�d'¢Ipbeme'srntxbiby.=lsw,a,id saa lsges�pbgor'Sets;wia,:id Q.h'�.ni„lsgas�pLe ,wlra,r ,z�i,wsc...sl�..ccs y1 Soutlern Truss Companies, lac. Th s: 06 nsp 2590 N. kiikebuay Proj=IN T �A SOUTHERN TRUSS Fort Merce,F134951 T Date: W2018 113R58AM � T 'I° ThiM CGMPANIES (800) 232-0509 (772) 464-41.60 (772) 318-0016 Fax Pagc: 1 of2 T�s V=si=20161131BuMl01 - M trial Detal wrs ax 1565 Span Pitch Q.y OHL OHR CAME CAN7R PLMS Spacing WGr/PLy W 3.B6 /12 2 000 040 34-3 000 1 12 in 2811r r 1-9-14 4-1-6 2-51 1-9-14 5-11-4 P3'm 12 3.54 r tx4 1 1x41 J2 4 1x41 5 1-Sx31 .1a J4 C3G O-O.O 0-0.0 i 1-9-14 6-6-7 1-9-14 - B-4-5 i Loading General (M Sununm9 Deflection L/ (loc) Allowed imd (psf) BU8c. e: FBC20171 Tc: 0.16(2a) VrtCR: 0.13b L/550 VI-) L/ISD TOL: 20 I TBI-2014 BC: 0.48(--Q Vnu_ 004nt)P L/999 (SA L240 TCM: 7 Rq'MMiscrose: Fb V2b: 0.11(1-0) Cddafm*• 0.1 nLP 2L/336 (1-1) 2L/120 BOL: 0 DOL: 1251A C.WCA(L• 005is 2L/687 (1-1) X-/120 BCL: 10 %.CP- OD3h 4 f( mca(LrJ�'YA�k (1:541]D.1 (2043IQM) (3043-1034) (5313534) ((.1-034m) Reaction Summary Jr Type BTErt2 BgtV.41h Mau'sl RgdBMVAlb M.R— M.C--LW M-Wdtblfi MnLbVt Ma�H� 6 ffi(W+0 1 I 11313u CpveeMasnry 300u t346s - -I�hs -120Ic 95bs S 1111o4(rnm) 1 13n - 3mb 144bs -991a A9 hs 0h 4 WW(rs e) I ISn - Imb 46bs - -M1. -ash 01. Material SuAmrwy Bradlg Summary TC SP(..AlMS20MW 2<4 TCBoasg 5hnfela %*—&-SAP f.d,*byORWaz BC SP(ALSOLM13)022s4 13m. V Shmf dwhAnm6.3-0,A�SsdeVtVUm V4bs SP(ALS06-2012)-32.4 Loads Sugary 1)11s'anaahulund'p�dfprfclf�saeb lop�,ema�o�dra�mdpsadadb� 2)Tha4vataslmida{mifarfudfa rd kedsna�danxa�/.9i/-IOuhfcfolsuiguaddr�igE 160m�a1'mntEgcuceC,FJ�Edlud.GshL•Frp,Hst�gOgtrynn=iIn 0-jWg Li+a40fi:4733fih�ISftT3xFJd2'aeTrus,Tiiscad.sdsa daeiMPI60,OC7me)Vdh4fl 3)Miinean,<mgnclg6gnmdar¢ulslBCTehl:I6(17.Ihssnotbmappiel Load Case Irl: Stdlite Lmd Point Loads . Mantic I.oaim Urmr- trod TsbVith Topchd 2-11-0 1!p Me BdOd bll-0 liphs 27 TppOd 2.11.0 Lip 13ho Bac d 2-11-0 Lb 27hs ��42 �1s 2bs �� . BL Load C=DI: StdDmaLmd �� 1Q;• GENSF �� i Point Loads TcpOd 2-II-0 L� EdOd 2-11-0 ITp Tepod 2-11-0 lip 9uOsd 2-11-0 19 TopChd 3-2 DN. BatOd SA :5 D� T.pOd 18-15 D— BnOd 54 3 A>+sn Member Farces Summary 17b4 17b; 17bs PU 141s 203ss 14 bs 20bs TaSI•Fd®�Mas�6cn2m a<LY,mua:el fatq(masmrtipciaa:Tdifamtfmm ma<a<alfma) 3-5 n106 333bs 1 STAj; -:?iA,o1 FC OF X%D Iflllll n �pSsdWb, Brian I Snc salon l8pasgsphe xmns.:..: I . 3 Southern Trass Companies,)hc Thiss: 08 ddgdbb, SOUTHERN 2590 N. kin_ps Hc�muy - PTqjcclNdmc: 3133D-A Tn,% Dcigw dr I I TRUSS Fort Pierce,'Fl 34951 ate: 95-2038 111:309AM IL ick 1pm Trts� . COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pam: 1 OM Vui=201&11�[BuMJ0] Mawria) Dmbm wmm IW Sp- I Pitch Qry 0m. ORR CANTL CANr K PDES Spacing UUMPLY 11-24 3535/12 3. "10 a" 14-3 040 1 12 in 41 N 11-2-4 1111 5-9-14 3-6-8 7-7-12 11-2-4 4 12 3.54 3x4 3 IX41 3x4 - Ll n u 6 lx4l 1.5x3 lx4l FJ-21 r—u-1 FT9� L�2j 04-0 O-D-0 141-14 5-9-14 3-" 1 7-7-12 11-2-4 Loading General Cv,%mmmy Deflection li (loc) Allowed L-d (Pd) BdgCd= FBC20171 TC: V&P-3) IblcFt: Mb LIM (5-6) L1180 TCLL: 20 TPI I-2D14 DC: 051(7-1) VnLl-* omb L/M (5-0 LrM TCEL-. 7 V.Pmbl� Ilb NVA,: 023(34) C..Om- 0.16b mfA0 I X/120 UrT 7 DOL: 12s% C.A/OHLL. offib X.1533 4 ZL1120 I)COL, 10 H-ck -0,05b 4 P-M-0-NA-t (15-42-2P3 (2"3-10-%) W-123-2.161 (53-33-M M&IM) (7:143-M Peaction Sununary 17 21 n��M� MmiA RdftVAJfi M.R� Lw NiZ-P C—m—y 3DDh 308 h -223 b� -M3 tG 115ft 5 mtacr-) 3 il M, Mi. -138bs -mg 1. On ;3h 4 nw(r-4 3.00h 82bs -6D b, -Wb� 01. Nfaterial Smumary Bracing Sunmiary TC SP(ALSOr 2013)t.22.4 TCBdy- Shmfd�Plm6-3AhA�deWby0fm 13C q 20 :3) OTN4 BCB.&g .9mlWwPdki�t6-2A?LxFn&bibyMm& VAb, SSPUAM-10yS�M 2),n2�4 I Loads Sulnumly I)Th�nm�-bm=� frfftTtw&m 100b�ddLb�d*dft.L 10-Afi#.F.T.��&rhidipx UM40&K4733f�h-15 ftt-2.B�dZ-Tn.%Nih��,d,.b..OdD3.-1,60,OCZ-Wdh4fi 3)Mii,-ax.t-icb""MhA=rds�mihMCTabi!1607.1 hsnotb�appld Load Case Irl: Std Live Load poim I M-b� T..fi. Di.6. 1-d Trb�m TopChd 2 UP 13U 11mchd 2-:;100 tip 27bs T.pO,d 2-11-0 4 131, BmChd 2.11.0 Tip 27 bs TopChd SARIS D- 42 bs BmChd sts LIP, 2bs T.pChd 5-& 5 Qb� BmChd 5-& 15 tip 2h T�Pcw 8-&14 D� 8Dbs I BL A IF BI.Chd &&4 D- 61. TopCld 8,&Il D- IDI, B%Chd 8.&" D� 6h -Ir ,0 Lop,, lz� rim B m &- Erq •,-'�' Southern Truss Companies, Inc. 1 Tills: 1 CJ8 SOUTHERN� 2590 N. kin lriehuea Y PTlj Dmdme: Tnn,DcsgrKx: 1Si3D� dhc TRUSS FatPieroe, F134951 Date: 89018 11:3&-D9AM Tnas COMPANIES (800) 232-0509 (772) 464-4160 (772) 31MO16 Fax pw: 2of2 Vasiaz 20161131BInld 10] Malaial Databas�va-,;i= 1565 Span Pitch Qy f o _ 09R CANTL CANTR PLIFS Spacing VVGT/PLY I1 2 4 3S_i5 A2 3 ON 000 1.43 000 1 12 in 41 bs LomdCase Dl: SndDradLoad Point Lo&i, I AIanbr Lomfin 6>mn Tipad 2-I I-0 LIPBaC d 2.11-0 LIP Tapod 2-I 1-0 Lp Band 2-11-0 UP Topod 3-& Dodo Botod 5-&15 Down Tnpod -181 Door Band 54 - 5 Door TgPod S.& 4 Do Band 8{ 14 man Bood 8.6-14 man Member ForIm Summary TC { 1-22 a741 -mbs BC - T3-6 Onfi171s Va. 2-7 ai21 3SI hs CI Z-11Q-b-M oh ID omidT— tam4an TT3 n cis TT3 M C38 TTd 34 CM TV 34 cis T75 36 CJ9 TTS , 36 C38 TT CIS A90 Tri CIS A9G TT6 419 Al IDG TT6 Not= 08 AIIDG 17bs 1765 171s 17ts 14bs 2Dbs 141is 201a 31 bs 42 hs 31 bs 42bs 'fa6ri.dnn¢Manlvi[11mmt9,mmsuwlfaq(maiomrtipr,r=Td6fan¢6anW fo* 1 I-0 315dg 2-II-0 456.9 54F15 45dg 54L15 315dg t:6-14 45dg Sold 315dg 80-0 45dg 3tl$0 135dg 8410 315dg 40" 225dg I \oW11111/��/// max% 1 ;r - SA ORt�G=�� bumrnq ardmnpla�ofhidane6naxfaFttryhBu3Le BrianM Bleakly bi,"p rwsM;y iyfomaimAlmemrpbwFnt6e y�nFie�6051 ga'SCIS",xhdi iid'o�alighecam l8ptletpht 2S90MTures}BfiRW¢R749? ' Southern Truss Companies. Inc. Thiss: D3G ::. SOUTHERN 2590N� �'�ma kin Y PrmNDe gxa ;tr3t�a r„s I�•sig,xi: dr- Fat Pierce, Fl 34951 Dale R9r219 11`1MAM. C 'r1O�¢� `mLOs COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Ng::: 1 ore Xixsra 2017.7.1 jBlnld 21 Material Daabase yrrsim 1565 Span Pitch Qiy OHL OHR CANTL CANER PUES Spacing WGRPLY 7.4-0 5/12 1 000 000 1.40 000 1 12in 401bs 7.4-0 2-8-0 141-0 1-8-0 3-0-0 5." 7.4-0 �5.03 12 5.02 4x5 - 4x5 - 3x4 / 2.Sx41 5 0 4x5/ 9 8 7 6 . x61 4x4 - 4x4 G{4 J4 ® CJ4 J4 I J 0-0-0 0-0-0 _2-" 543-0 7�-0 Loading General C 9 Summary Deflection L/ (100 Allowed 1md (pe0 ftC..1.. TBC2717/ TC: 036(1-A V6rCR: Of h L/993 7 L/I80 WIL: 27 7711.2014 BC: 023(8-4) %b U- 001 h L1999 7 L/270 TCQ.: 7 RepT4bri c bb Rlb: o27(28) C dC iTU 002h 2L1999 (1-1) 2L/130 DaL: 0 nOL: 125% Cy AIRL-- 001h 2L/999 (1-I) 21./I2D BCOL: 10 1 HrtCk Oh 6 1beO'r-(7«7(,Y/4�4 (13-5�-IS,IIj C-.1-12}-I= (30a341R) (404saA) (5W-S= (fit-12j4(90) (l04541A.) wk)S= I (904441903 Reaction Su 1pau3a Jr Type �&¢Cm�bp Bmwft MadM d RadEkAWdh uResa MaaGa um Ma:Vt3 UM m-U$8 M.H k 9 xyN.) 1 8h Com mw-y 3Wh 2M21e - -98112 -981 bs 46bs 6 llw(Pb1) I 8h C—Masxay 300h 149bs - -125bs .125bs Obs Material &*nnmT Bracing Sutra mry TC 9'(,4L9�2113)f0.2x4 TCRadLe 9imnid«TLrieas6ai 3-0,Andgn eabyOhes BC SK-SM3M)A226 BCBiaut 9.td«Raioat63 tRe d.by01n Nmc SP(�X1m)62r4 Loads Smeary 1)Th'sneshasbendgi�df4rhpdraa8rn lopilxsaandiod Sueh�dpledad bade 2TTT,sn�tesbm,m�'dr«ker d:,dmdsh,��w.a9�7-1o�a�ern►�:�a�drnihp�a 16on,phuunaa>5c�•ecr N&�ac�me�53p.Bua�e��.rrt(r-1m),o+�a1BBs 6�e4O1h4733hh41�41iaFid7aeTm�ti�cadv�mnsdved.fXir 160,OCZmePrah4ft 3)M.imansoagea� �hamidaim•A�IBCLbh1607.1 hasnabmiagid Load Case Lrl: Sid Live L d Point Loads Mnbc loa;on Iil im Imd T`bVltlh Baod 1-2-12 0- 847bs 24h •Rpod 340 D- 30bs Band 3" Dmr 3bs Toped 3b12 ibdn 4-1b 24h Band 34YI2 1.70 2bs 24h ibpad 5-74 na„n Qft 24nBL Baod 5.74 tb 2bs 24h N ,�\v.-- -` TEpod 5S\0 Do- 301. ��Y"• ENS Bac d S. O Tban 3bs ` i �\G LaadCtwD):StdDcadl,md = 44 1., Point Loads — ► PIE W-be E-fn TSdmn 1®d TrbVft I i.•� — Baod 1-2-12 13 o 720 bs 24b I Rpod 3-0-0 lbws 6ft Baod 340 Eb- tole Topoid 34412 lban 1418 24F j SiAi Band 3412 Tben 201e 24 i, / \ �• l �� Tapod 444 iban 14 bs 24h \ Band 4-0 lban �1e 24h �i�0 vpC 7,Vcm rk_ 146s 24h 131" 3-74 Dan 21 bs 24h ` Tapod 530 Tban 61e // �9•(��IQ NA� Baod 340 04un IObs ��/ rr7RCE,4m{.ydbkesinitef r/nioi�neaynm'aamr.7iedvysdh'sininAnlruakladmaieeatdr¢iurmicrsappfilln•he7nraMarufaaeandrd'e;tpmlpamaag•aldmrnplv�dfrci�famiossafMib)hcBuii�! I Bran M. Bleillly -till T]�cAsalmi6ctrarilgodia�.scgnmwfr.orenvete@heGiBi Y?,kly rat avryrxss dwn.Fchea...eln��eaidh'7mlaaaid«mun&caea(bbdry8er«a�L'imilida+�amnAlmamrpbadnBe Sn E g*760S1 mantaamdyynpanG�ngTecmpxny:in-hamadas�ndsFat-276z.aary mrpha.lea7pug.{m kar dpiaes'vci;;oer e5ya�I16 S-.F&iS®rsan 18pugephR«S"'IS.vhih'ndreaafigheeim ISpuBepht 2590Xrgm Rh R34951 I 71:: - • ' : SAddblb�outhern Truss Companies, fuc Truss: D ,Cr mi SI3t.1THEiiRi ki 2590 N. n 1-Ti � Eh"�Y Prot?.ame. TmI)cogler: 1b DA 41f)C ( Fat Pierm F134951 Dam- 89M)8 113900AM C_Nlt.' ' rr1 comppalmES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax >�: 2of2 I �iisea2017.7.1 [Blnld2] Material Datala¢ vrsim 1565 Span Pinch Q.y 01 L om CANrL CANER Pu>S Spacing VA=Y 74-0 5 /12 1 00-0 00.0 1.4-0 040 1 12 in 4O N 11. A'.....k.... 17..I.-..m C..m.wir.. ...iv...,.m6ll ....,.,....F TC I-'_ 0364 6431s (40414 34 02'3 204b, (461.) 2.3 ON 2_'7 bz 001s14-5 am n51. (L214 BC 6-7 (1177 01x SA 0231 S47Is 7-9 m37 -1691. 5.1 0_ml -547h" lids 2-9 031 771ffi m 0105 330hc (-200h0 5-7 o045 -22M 2-S 0174 .6741a (4554s) 4-7 (lim 292W (444hc) 56 0076 238 1s (_Qw Truss -to -truss Connections Simumry To C_;dTI (23Rv.MTn Curv.eGrm Amb TT12 A6k m 1-2-12 270dt Tft3 CI4 MG 3410 45dg M4 34 QIG 3412 9odeg _M4 14 rBG 4-40 90dg TTI4 14 rBG 5-7.4 90dg 7713 idotcs CIO i MG 5-8-0 135dg, e \�0A I I I I l l////// \\\\ O.BL , �P . GENSF • = r PE7. � �.. =� 4 •4ma «ore ro Aanssro+M•4z13 g BrianMBlc3kly ISpWgphea9; lrWab&mhl hn.ssn ISgaughe Southern Truss Companies, Inc Tmss.: 32 k 2590 N. kinss IT4bWay r71 &r 4 '=%T SOUTHERN c� » nR So1 DTM TRUSS Fat Pierce, F] 34951 Dale_ "018 1134.LK)AM >} Tm6 ICQTI11IPANlES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Par.: 1 Of 1 Xb aD: 2016.113 [ Bald JO] �I Makrial 1JaUxm rersar. W Span piley Qry OHL OHR CANfL CANrR PLIES speirg WGT/PLY ! 2-N 5 /12 14 00-0 000 1.00 000 1 24 in 71bs I 1 24)-D 12 6� 3 IX41 TIT N� l. T-- - -- -- - - -- - - -._ _..-- - - - - - -4 - - -- - ---- - - 6 - -- -- - � 6 c.Ia GIB CJ6 CJ6 f 0-0-0 0-0-0 i 1-4-0 �M 2-0-0 i Loading I General csi sumaw5' Deflection L/ (loc) Allowed Imd (peg roc do nr-vl7/ TC: 0.10(1-31 VnOt MAP LIM (45) L/18D TCLL: 20 TH 1.2014 BC: 011(5.1) 16sIL• ohIP L/999 (4-5) L/240 TQL: 7 R�pMbll— Y. Wb: amps) cuvw L• 001 n MM9 (1-1) 2L/120 BC(1.: o mL: 125 ;i OWCHU' 0h 2L/'999 (1-1)II./I20 I Reaction Slunnary 3r Tvpe B2Cmibo BMUM Makd4 RoBteAHh MaaRna Ma<a lw M.Vkdtm Mazl3ifs M F6ra 3 Pnmv) I I $n C—M—q 300b 226bs - .01. 40bs 93 bs 4 HRd(Tnm) 1, 1 13u - lWh 81 bs .44ft Albs -44Aa oft 3 =c 1 ISh 303h 3ebs -30bs ,27bs -30bs Ohs Material Si > Bracy Bracing Su=ary TC TC&adg 9im1adsr%S—&30,Aand.�pAyOhn BC SP(9S06w3013)0=7.4 em erg 9.fds %*"100QArfisddg,6y0h- W. SP(AL33.3012)C3N4 Loads Summary 1)Th'saseslRsbn>td�slkrfaaira�drts 10pSDeondordk hWpbsdadbdc Tjnisnastasslamdrerleeraaoro;dhadsnaatiaan¢,r.7-losirrohn:gu�dfr�'.pa Icons+^aeE�rOsAia,'srRO-ID01,o+aa113� D) 40fa4733flA�.ISIlAtaEd7neTnla,AkOired>d+aiadeviLIIs"160,�7aneWdh4ft 3)hfnmlanmaexaacba&sg h a®sdanevilR3CTabk1607J,osmshvlappkl Member Forces Summary TaAkiafu�MmbeigmaxC4,rexazhlfos(mauamproxdddkvarmnma,a:alrv¢) TC 112 1 00$4 -73ht 2-3 009 .25bs 13C 4-5 1 0099 Obi SI 0114 93ba RlAa 2-3 eim 219ba (-125br) This -to -trim Connection Summary ID I O.WT a CasspnRT= Onvn¢Ord Net TT3 n cis 2-11-0 315deg T13 n C8 2-I 1-0 45 ft TT10 12 CIS 2-11-0 4sk TT10 n C16 2.110 315dg TT16 n C9 2.11.0 45 ft sty A:d �n1>no:.>sb.�tmMwFisab- V ( ♦ / STA� % ICI /i��0 ♦� 'cL ORt� G�\�� ap�a�.,yam�p>�dwromcRsrohy4�8 Brian MBleal-b .GeraOieS'pagefQaddnsWidamamnNmv xrphsioll .cn.s R,r. uun4s 18gau�pAKorS9lSr�nd esaliPhuwll$gasgxphe 1 xmsus :,o<w.AAw'.�R+ Southern. Truss Companies, inc. Truss: J2A SOUTHERN 259O N. kind }3ghway Ned Nm3c: Trw.• --sin . 1833 D-A &L Ccnlc >r Sollroas�M -muss Fat Pierce, F134951 Dam- 8NO18 119901 AM Tp,n, (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax papp: ] ON %iu - M16113 [Blind 101 MalerF,lDambaa:Vc.—r 1565 '-pan Pi(cb Qty OHL OBR CAM L CANf R PuEs sp3cilg V�UPPLY Vu I 5 /12 2 am a" 040 040 1 24 in 41bs T 0 TI N� iT r 0-" 00--0-0 0-4 l% Loadh* ' General (NI Summary Deflection L/ (loc) Aflowed Lind (pit Blucw, FBC2017/ 7C: O04(1-2) V10L On L1999 S L/180 TC L: 37 TP11.2014 BC: OD2(34) VniL• On L/999 S LF.W TcDL 7 P.Pmbrlmmc M Wb: QIO(I-5) Th cR.• On 2 PM . 0 DOL: 125% Q.P- F.-;x 20 Txm: 10 PbeQTax(3rc\tMek (I:1-2339Q) (31-12i.4�1 Reaction Suirnnary Ir TM, B.VMh Me"l RWBrRWdh M-Rma Mesa -up Ci M.V"LW 4 Pn("l) I SS Ca May.y 300M s 56hs - -3 bs 3 Fug—) I ISM - 300M IObs -ohs -3bs 2 mucr-4 I ISM 300M 29bs -36hs Material Summary Bracing Summary TC SNAL906-2DI )R23s4 -rca hg 3iwt�alnAvLEarb3-0,Mfndaggsbyahas BC 9'(.4L9Y.2013)A22x4 13Mft S. MwRdm.I"Ah.(ndmb,hy0= 'A s SP(A MS-30M4320 Loads Su�ry I)Th'sn�habm,ds�Rrh-df�drn 10{eitn4:mdvdixtadpbsdsdlrnd: itu[160rt�SulinagEgan.e�TW'E.tadCeH3ij,HdL+gOegvyRQ�l1Yry,OaalBtlg 2)-40fi s4733ft-1iflkried7—T-i,N*Ma®rdanz�&h�7-IAO,CCZ Wdh4dfrnl ISns40fi:4733tjh�ISstT>sFi�d2<rrTr�,T3fced.��DQ I/0,�7meWdhifl 3)Miurwnsi<agracbadigne®darmilsR3C'faMk1607.1 hntralmiappSd Member Forces Summary TaWw&mM.,dwmmmCSI,�&xhuoaq( r=mTder..�6m,�=W" -41s -Mbs Obs \�\\\\l I I I II //�/// BL� /i� �`�F XD i� O,c �`L OR, G � flll �"��rf1H'O1�'��h� BrrmMBleak)v . ;d,id— Southern Truss Companies, Inc-I nlss: J4 SOUTHERN 2590 N. kind highway PmjecLl,1ame: TrL%D--,*Ia: 183:r1}A dhc Cn1 r.-le'd Sn11D;�TM TRUSS Fat Pierce, F134951 D=: 8AAM18 113"2AM TM.'s COII(IP4N ms (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page= l Cr 1 k-aicn 2016.11.3 [Bwld 10] MateriW Dambase ve iox 1565 Sp- Pitch Q(y OHL OAR CANITL CANCR' PLIES Spacing WG 7PLY 4tW 5A2 15 (}0() 0110 1-00 0-0-0 1 24 in LIts 4-0-0 F 1.4-0 243-0 1 4 D 4-0.0 12 5� ,1x4J 4 0 IG� 4 5 1x4 1 CJ6 D3G CJ8 D3G CJ6 CJ6 Aff-1 1 11�4�-U-0 4-0)-0 Loading General CST Summary Deflection U (loc) Allowed Lmd 1(psi) BigCudc F13CM17/ TC: al3(2-3) 1hC8: On LIM (4-5)L/190 TC[L: !M TR I-2D14 BC: ODS(45) pbpfl OUP L1999 (4-5)/240 ) L TOOL i7 Aq,Mlrl— Y. Imb: 0.10(2.5) mNOHTL• ODlb 2L/999 (1-1) 2L/I211 BQL: 0 I1 I 125°6 CadailL• o6 2L1999 (I-1) 2L/I2D Reaction Summary R Tvac 132c"o BeW(ih M nal BodBe111151 M.R— M.0 •Lbldi M WadLW M.1brd 5 Ph(WM I 8n ConaeeMm" 3DO4 21745 - -71 hs -71 hs 4 HM(TnW I ISh - 3Mh 41 bs 3 HM(r—) I 15b - 3DO4 65hs - -67bs •67ia Material Suunnary Brame Sumnmry TC 9'(.Q-406M:3)$rN4 TCBad`g S�shaiarRaisa:634ti>arndsplbyOhes BC S'(AL9;3S2013)V22:4 BCBreagp Siekde haieas160QFarndagnbyCf— VAG S'(AL977012)0214 Loads Summary 1)TTbraabasb-"fQledreshrn lopdbo d.ud 1.ehA&sdmd b.& 2)TM,—1 sb—dff;;idfarledr—ofuidbidsbamda,m,ihd_9M7-10ui,reroL*%;V�dAW;put 160nOu4m1;Eg3arcrFiyEA*w4CebftBu3fiCC& vyn 0-I11O6oea]ft U-40Po[4733ftb-I5fyTbtBd7 Tn�TktradaBme®deed.par 160,CCZ—Vrdh4fl 3)Miinsvnsvehvsbkiypnaaxr<dsrmvhlBCTabbIHl7.l hasndtanaH>Ld Member ForcesSlurmiary TllbFd ssMan6rll�marC9,mazaxblrm;( amp rme7ddiav¢fiom maxeuo�j TC 1.2 0.112 -132 Er; b3 0.133 .FObs BC 4-5 awl Ohs 5-I 0.091 176hs (-32bd Ribs 2-5 0.101 31865 (468bs 'h, im-to-truss Connections Summary ID 6WT— Q-rftTn Cmimcfr. Aseh T74 N CIS 5&15 45 176% 01. Ow 7174' 34 CB 54L15 315 T-rii J4 MG � 2 . 90ddeg \\\P� �1. B I T14 34 1230 5-74 90 I `\ / `r` ENS `"•1� L /�� Ti14 )57-4 90 Nam i l)TM degp kb-dw.�e7-loasnremmdby+rZlc7a ibBuNnscm ` T]E % 2)vnaeandxrscua��lwlmpwldd�se�oc�eaple�aa.�y,a�aorm�,mm,�dmd�awti,strn u.,(ria_ gran n;,smda�A�.vrtH 1. ` 1 ' , _ 3)Agimymootram,Cq'=I.I3,hxbmiappCsloFepbrkminsi�n¢d. namlcueryddbylcrrs�MamdanacpcNS11A 1-20&2Sefm241 1 %tom S1Lsd ^aanxla+ss oMN'FR9 Ana'Ah p. erabcsmnlm..>rimdv)bcpaideloeizlnnexs®mnndupHldnonhbdimoinaammy. � STA r lU T7.5I71FA¢Qyorh'sd�ndoltef it�nicvmlmaxexr.Tied'pnofld:iSndnitma'sbeWmdv.,novnaidm{u.m>�sSp[dbytrcTsu�Mandamrasdrdssp�nlramaay asdempl�orernrm,ei„varamlyteBaaLg 11�cAas)mhic�au:g'niucanSras�nfpsdzefaml.>�ne4sgregsrsdaynyifalausmssgm adrn3wn5shmnQryp�dhPTsrycaerslsdomoim&ravalN7yrygfaraddosminf 6,wm.�paaa„Ik Brian Bleakly nanJ oadbySnpan9mgTr('orrgnsr}.lr�naoadan•s�SESt-27/..Nunmo�pbcvre20puitiunbaMspvfidpbr�e'sfi4wssbya-i8^ulias:Smean l8pssq(eplhCorxlS,utidshTaesali�sesfieispnuge(ise ��I �� Southem Truss Companies, Inc. Tmss: J6 —AVEMbIb.— SOUTHEPM 2) 5 9 0 N. ki ng3 H gb way Prcjeaf�brm M33DA Tns;sD*,cr: ft TRUSS Fort Pierce� H 34951 Daie: S9=8 113MAM Th-� COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax pwr: I Of I X,brk� 2017.7.1 [Btild 2' M.=:J Dgaba�=,icu 1565 Span pitch QrY OHL OHR UNr L CAWrR PLIM SP--hv V&T.IPLY &0-0 5/12 14 0" 0" 1 24 irl 18N 6-D-0 443-0 6-0-0 3 12 IX51 ZX5 U 4 IX5 I 4-" 0-M 6.0-0 1,oading General (S Sunmary Deflection I.) (Ioc) Allowed t—d (rd) Bvgcd= FBC2017! Tc: 046(2-3) VACRI 004 h L1999 (4-5) L/180 TCLL 20 M 1-2014 EC: 032(54) V�U-- Q01 h L/999 (4-5) Lrm TCDL: 7 RPmwl.— )�s Q16(2-5) CudICRTU OJD5i, 3L/50 (1-T) IL/120 ECLL: 0 DOL: 125% CLM/CFML* OZ2KF ZL/999 (1-1) X.112D BCCIL: 110 HnM 0juh 3 PbeOfF-Llff&2�r (13-142-3A) (2 11-0349a) Reaction Sw nmary �ftc-A.- ftvAjh M..W wBmvmh M.� P— llf.c—tw M-V"LW M-UM M.Hriz 1) Sh C�M...y 300i, 292ts -91 k -91 ft 223 bs 4 =((TT—) 1_5 b 314k 82h 3 —) I 15i, 3POh 126bs .116h .116ft 0 U Material Summ� Bracing Sm--," TC SPNSY�2013)WX4 TC&.ft BC SP(AL9C&30J3)*--2.4 BCBdrt-r R-M�PuftnIOOAPUrTnd.�;,byCh. vift SP(9-IaMIZf3a4 Loads Sumt, I uuy I)Tbk�hnb-d.i�*a—A. I OOUO- &�d Wdodd W& b.&h—&—*,k9:E7- 10"ih U—.Ofi.4733f4h-]Sf�l,bErdZ—Tn.;Nib�.d.6�.ik,ADOL-IAO.CCZ—Wdh4fi 3)Mif—�jmic�i, -.ihT8CTbW607.1hmb—pphd Member ]Forces Sumunry Tc 11.2 algi 2-3 Q459 Iosb� :MI;I 14.5 DC 0234 R 0.318 223 W 54 (-48b,) Wft 12-s-7 OL136 491 bs (-271 bs) Thns-to-him Connections Summazy M &.WT— C-V'MT� Arrk WS 35 03 B-&14 4$dqg TT5 X cis M4 315dq M 36 OG 64�.12 270d,& OW1111/l/o/ TT9 36 C30 B412 270ft TT9 36 OG 10412 270ft �A.BLIAZ� J6 OG 111-4 2704 M 36 OG 270ft :3-�,4 TT9 36 Or S- 4 270ft Notes: 1).Dffl 1-2fMk�m2.41 A 4r k- 4)`T-.�a...b� I , dw4m . I 0 L X N Brian Xt Blealdy E.&CMI 25.90Xw,-KdLPP6.FI34931 ( j Southern Truss Companies, bi(-- Tivss: J8 SOUTHERN 2590N. king 9g way Projec(Nmne: TrmSD—�-ce . 1R33-D-.A /ik C4 71n>tiart8at60.1em TRUSS F(r(Pierce, R 34951 Dare: &92n18 113MAM TrroaCOMPANIESCMPANIES (800) 232-0509 (772) 464 4160 (772) 31.8-0016 Fax Pao: 1 of2 Ni2Ni'-2017.Z! [BM2) ajar s;al Datatrasc dcco 1565 Sp_ Pitch Qy WL, OHR CANIL CANER PLIES Spacing WGT,'P11' &N i 5 /12 34 0" 0-H w 0.0-0 1 24 in 2416E eoo 8-0-0 12 5F- i 0-0-0 1-4-0 4 A9G A11DG Loading I General al sumawy Deflection L/ (loc) Allowed Tmd (pd) BktCadc FBC20171 1C: 0A(2-3) MICR alsn L/403 (45) L/130 TOLL: 20 7A1.2014 BC: 055(54) I 115.,1r- 005n LJM (4-5) LR40 TCEL: 7 t1pMbrim V. Wh: 021 PA C..VMI- 016ntP 2L/153 (1-1) 2L/120 BOLL: 0 WL: - 125% QN0111L• 006ntP 2L/375 (1-1) 2L/120 B<3L: 10 %.M 02n 3 Hmarmae''W ): 115-142-3A1 (21103-5.%) (51-03$901 Reaction SoImmary 2: Tyoe B;stCm.M &itWdh Metres Rgd&.Wdh Muttaa Mu C.avQM M.VlhdWA M.upm M.t rc 5 R.(Re0 1 8h C—M—n 30)e 363hs - -114 hs -114hs 260hs 4 HWCrmssl 1 ISn - 3DDh 121 hs - _ _ Ob. 3 Hwrr—) 1 ISn - 3DA Isihs - _162hs -162bx. Ohs Material Summary Bracing Summary TC SY(AL906-'03)03r0 TCB"ir 9.mM«Arise163-0,Asildt b�pte>s BC 5►(4-TS-'Y113)82a4 BCBre6L¢ siufrd«Misa110 A%f.&-*by0hn V� 9'(.4L-4x-M1'-)ph4 Loads Sumri>ary p71+'snssl,asbeaa ''fir«nadr�mcnlo�.aoar�ep,�d� �1ns.�lm<n�d�lr«hdr�ora:�dmds�.orm�or.�-lo�nerrou�..rai�:� 16o�,rnmaE��tuyBta:ad.ceL+§+B�,u�ca>�trnPmlmeoe.�Hr� ti.64016i4733rSn—lsrct�E„dern�lraa,�e,d��.>n.�1rD.�zawm.4 e 3)Mnrtuvnscrei acbadignsmda iw�.iBCTabk1607.11asnmlmup(�i Member Forces Summary �1 QM��mm ua7, .r�lr«g( ,r.r�ader. �.r�ralr� ,.a wrant,,rraal� I BrianMBkakly 1s��en«xlY,sdrd�nd s.h'ghtridnlsn NOf 5 J � _ / . I ul t— q N N Ll IM `\\O ao 2 Eh tj44 U1 Z N CIOM� C11 wSt�&a�88��8&aa��R�Rni�v�viv�RRRRRR 0 1 N-n��t�S5 Naa NN_t�Qs�j yq,�//,,,gl1,,ggq,q55nd�dd-1 ^IN dN rvd ,3N1,N33N,,��"""NN NN�IN_n � �qq I�p LU eL tl► «a�=<a ❑G]�❑❑�Q_GlQ QQQ 6 <aaaa=<a<aa •g� U pp g� �I ➢ , k v7, ' 99 .R �•Z QQ l,J A A>r{"..t' A A Ann A A A 14A R A RVA A OR A ei A A$9 A A A A A A 151t RRq 17 �aL.iax�r a: Southern Truss Conipan.ies, loc. Truss: V12 SOUTHERN- 2590N.]an, Flehw.iy Pn jea 1'�arne: 1833-D-A Thssresigner. ft I TRUSS Fat Pierce, F134951 »at� 99=8 113MAM cQl1IllfwE8 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: l of l M,sn7:201h111 ^ ]Buld )O) A9etrwData V=Si= M Span Pitch Qy ac CHR CANML CANrR PUBS Spacing 4JG /F'LY 12-H 5 /12 1 OUO on 0-0-0 C" 1 24 in 36 hls 12-" 4x4 - 2 12 12 0-0-0 0.0-0 12-0-0 12-" Loading General CSI Summary Deflection L/ (loc) Allowed Ind (pd) ftc.6c FBC2017/ TC: OMO-2) %JAM Oh L/M L/180 TC[L: 20 TP71-7f114 BC: 047(34) *ILZ OhLr LIM LMO TC L: 7 P pMbrl— Y. N@: 006(24) H..aLl ob 3 BC L: 0 1]OL: 125% O.p%—,T -20 BCMI IO F--OT—(J.%M*i (1:1-2A34M) 1200313RI (3:1,7-03= Reaction Su�ry _ jr Tyx 6co, . &ywlh M—bl P4dthT:Wlh M R— NWO-1w M.Uw1 Bl Maxtw Muti.¢ 4 HMCAbq I 14ab C« Masvy lhl— 311ft - -01. -61. Obs i 1%("L 1 144b C« M—q lld.b�ui 2wh5 - -1051. -106ta -361x 3 HRol(M) 1 144b cm.mbt.vuy U*— 239ht - -106ba -106bs OF4 Material Slmomary Bracing Summary TC SP(A-M0 2012)M2.4 TCBmmg 9.f dmr.%-6,&qP f d.�plV0— BC EC&.ft 9.6dw%fr-6-3{111.tnd.pby0hes Rlhs 6P(AL-qO6l-Ml2)M.4 Loads Sunur ary gTli.nshubmidsg dfarf-Tftdteb 100b.1—deNFxhd*,dadbv& 2)Tlisb I.,b-d¢@,dr«kdr—or kdh.&h .. I60^iphulnmi;E)pmnCr*Edm4CabHTp Bul5igotg«yH(1.1D0)o—1 tig Uk-406a47334h-15QxocEd2uierrus,Tkiia edad�mrmEednO:PIL0.CC7amwdh4rc Member Forte Summary Tal. a�Manbcrgm�la � ..blr«. (.e:m.p r�cdarevar ,gum:.�HmA TC 1-2 0.620 1887E r-19260 2.3 OM 188ft-lszb¢1 13C 3.4 1 0468 I t /Sfbsi al 0.468 125h. aw P!!zt 2-4 OOS3 -186M _ Notes 1)TL'sdag�'sons.taMSCE7-IOudeemlbyfr]ft7Ft.ihBM%CDdt 2)16tCRvdH=cFt die e®laidha'¢amlMhdamdebhekadPis/caey�p�enofddl�nducndadladmnpndui!!III.Ma-I)allll IIi�a�da�m.�AT.4?Rt. 3)�gY�i�Vc��lasdmMWR60djkmd� �n¢d�.mbsuspmTmlbyhTnsM.md.o.epeAx9/lH 1,7D(QSeab2a2 \\\\`�� 4)L'sdwid 1 r \� V, QSTT i [U O,� �I� 'L ORtID [IthMO AL mffA¢Qyofh'sdagndi 1Lesm,dvdnlea®rna.+tau«:Th+l�norhu:Jr.;duelmasla�eimd�a'tti unimPcm..l cq;+katn•leruerM,ndas.raidr sW i ,m-Wxds F,,ht,-tokaBa grw,mlmfnsdmo lB t { Iq€^ +�ro1+ y91Bi•�fe.u$�onamedd�rd.�v�.4�em cim andin^rn Brian MBle dy m7Ak bnacmnlxDepWfmzdAmmlbfb=ii.Atarma pby '76OSl dmlk �uEie4 Aa.�brs�m�s«�gr�c«nperin<b.��a,t�-z7a.aa.m®rpb�.�l�u�u�r�r�pb�r�ly._1.rard,ba;,ts..lseu�pbe«sels:wbd�ndmb;.hgn.nsals��ae 2s9oxr�7t�a H3a9 y 1k2li ' Southern Tr1)ssCompanies,�fnc. �= - V16 3QtliH'eA1Y 2590 N. king; l-E wa �' Y 1 ,1� 1 3 na cc�l �asn ap M TRUSS Fort Pierce, R 3495I Tr,,,sn�� Thm >kft: att &92018 113904AM T* CO MPAMES (800) 232-0509 (772) 464-4160 (772) 31 MO16 Fax Pam: I oil Vz-;'or. 2016-113 [Blald )Ol IvsatcrW Lht1 ve cat ImS Span Pik 0-Y OHL OHR CANfL CANER P11ES Spacing WCT/PL1' 161" 5/12 1 0(W 040 ON 04W 1 24in 51Ibs 16-" 12 5F- 3x4 - I 4x4 - 0-0-0 1 76-0-0 164).0 Loading I General C K Smtmmary Deflection L/ (loc) Allowed Lead (60) sitcod= MC20171 TC: OS5(3-4) 36a(R Oh L/999 L/180 TC(L: 27 TA 1.2014 BC: 027(671 vnu_- Oh L/9.79 LR40 TCOL: 71 P Pub l— Y. Wb: OJ3(4Q H .CP- Oh 5 0CLL: 0 WL: 125% GpFho ,K-20 lid-: 10 Phed(i�f7�"YArtc2 (I:1-2-03-8 Reaction SmA ry 7r Type ftcanbo arvuh 3x4 - 0-0-0 6 HRA(Nhl) I 192n f]x Mamy L dm— 2nbs - -labs -labs Ola 7 HRoi(Rhq I 192h C—Maxary ui_ 2996s - -(6Ls •65bs fibs bs }P"(,( 99 4 1 :9922h C M..q Lhkowi mb1 - -labs-Isis o(s -91 bs -81 -49bs RA 5 RNA 1 192n Cnvs q bs U,%. n 1931. - -31h -81 Ls Obs Material Slmunary Brag Summary TC SP(A-9M2D12)A32a4 7CBn6g 51v4dmRxinn63ARaisd k bfOfi c . RC 9P(AL9t]GMMIG34 gcmerlg 9.t dorhe—t6 h r Wt. SP(AL91S•2f112)A32a4 Mgxn Loads Summary I)Th'ses�hasbmide rm/nCfeSJro IOHfb.—d-dI b.d&,d�dba& 2)1Nsx�4733f4da�dfandZ—sd N:ik.dsdsmean¢iDM-IM,CC: cmWdiguvdfidiQt (0^4✓,uln+aREVuaaet;F»ti•l3 CEbb}iRl�ifiBC+xgn'Yll (I�Ilq),Qaaetil LFm401tx47331th� IS ftEd2meT�Ti7radnds¢raEealCQrI10,CLZpeWdh4 fi Member Forces Summary Tehhs d�esMaMclgmax(Sl ma:a:elro q(m amnp .rmefddrenv0vnmma elk.Qj TC 1.2 6392 -S7bs 34 Oms 2MU (-71 bO 2-3 f1645 218bs -71 W 4-5 0392 -W bs IiC 56 M192 94bs (-IIbs) (•ssts) 7,8 a768 79bs 67 0268 79bs. -11 bs1 &1 0.192 94bs -SStsl Ribs 23 134 421 bs (-21314--7 Om 2586s Notes (-215bs) 4-6 0131 421 bs (,213Cs) I)Th'sd®p6has1mA5CE7-I0ssdeeLyMa77HxH.HngCbde 2) VnCRard}inQtudewialandln¢omldlhfns8abiseladPlslme;retaxmddik>andomdedhad,mmpadul]!1 IL�(Ra- I)xl]/I ISi�emdaRSIfH 1. �\ 3)A4>aLH�d�,Cq�l-13,hashmrs�cfx�phchsalsaa4a"�d.�sabsas�midh'hTmaMandenacpcATSILH I-2fp25aim2A2 �` � �•B L�//�� 4)L�andsPfihodvs i mMNF1i5Odybadrg I �� P / �� ` BgiA i �U L ORt� ' / 1 NCJfItfAxgyddu6s�daitiefimir3dolxeeo:nmcemeTl.orh'sidnils�neaKlasdm aeend ' L)>�rA�imds'sMu:gid xsa�an¢arl.of�aal for n " """"" b.•aT�.csM,n.dauae.a�axn.,^ ,a�,q•„Nmn dr rm,breraar, Brian Bl sn> '�^m4; 'bs'•�i' Ms��r ea awn5vem.c(e dhe'fmyivanlAmvimL`famalTiu'p'sgrRrsddamlidnnx�mn.Uamearphxsdmth MSmPm3vgrMmgmghenammrcew@iEet-z76x.A1mnwx pmrsarvOgxgewlf.V.Tsdyh,'exro[wdtv.-L�wsh,:.L,txan 18 Snn Fir�8X4sI F�sCa541� uhL4 idmsxa li�uido 18p4�e: 2390I.}.'ae!s}rehR W ¢R37451• Southern Truss Companies, Inc Tniss: V19 AdahlbSOUTHERM 2590 N.kin95 highway A TRij$ss Fca Pierce, Fl 34951 n am: Isle: �D> 890181139:05,4M Tnm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pa-W.: 10fl NixsiDrc 2016.113 [ scold 10) l,fW.,alDat*wv ,em= IS(S Span Pimb Qiy OHL OAR CAMEL CANER PIM Spacing WGr,PLY 19&0 5112 1 040 040 0" 040 1 24 in CiS Ils I 7s-a-o 9-10-0 9-10-0 194-0 12 s� a:4 - U4 - 5x5 - 0" 18$-0 Loading General CSI Summary Deflection U (loc) Allowed imd (pd) BUgCodc FBC7017/ TC: a76(2-3) VnOL- On L5% L/I80 TCLI_: 20 TPI 1-7014 BC: o39(&1) MnLL• OhtP LIM L240 TCR-: 7, PpMbrinemx: Ms Rffi: 015(248) M.M. on 5 BML: 0 DOL: 123% (bsPFaox iG�2D' Bc[: 10 P1e0fr-0.x Al¢& (1:1-243-W) W03-13A) (5:1-2-0.1 Reaction Spry 2r TX B.CWbo 62115dh M.eU RudayMh M.P-d Mm(3avUdff[ M.UWI+al M.IM M.H. 6 HM(V&I) 1 236h C—Mm" Ud— 393 bs - -I10bs -21M 01. 7 Hao1(VA I 236h Cp M-" mv— .1941s - _ - 01c a HRd(Rbq I 236h QrmleMsary Uilmv, 393Is - -2106s -2106s Olc I %(Ml) 1 230, c.—Mssmy Uk— 2876s - -1266s -176bs 40bs 5 HM(V&4 I 3mh CbmM—.y m W..— 287bs - -1261n -126bs Obs Material Sun unary Bracng Summary TC SP(AL9]S�D12)122.4 TC&an aTefdQAvisat6-31(Ariidmynb70hes BC SP(AL4�i 13)R32.4 BC&sdg Sh®/daAniset6-3QAsi�ds�b�Cdws. Riot 9P(.12)132a4 Loads Sm=try 1)tfvsdf &&-100b omdndF I.A*sd®db k 2)Th's�lub-d.g.lf t dia . 4dlad;—d—uMgM-Ioui,hefobu guadfiadi�[ 10-0Whur,E9'�sdfWY C;abYF(Ra��4QYn(t-lino—lft 15rs40f=4733$h-I5( EdZ=TwN.*.mdr*mnOffdD(L=160,�7 wdh4fl Member Summary TatlYdeQMeohctgmaxB.mazaalroq(rm+mn¢fasddtrreu..fmnnm.alro� TC 1.2 0.705 1711. (13416) 34 0.759 3416s (-164bs) 2-3 0159 341 bs (-164bsl 4-5 0705 171 bs (-1346s BCds-6 0389 92bs (-551s)7.8 0361 bobs7 0361 806s &1 0389 921. (_SSbslRl1s2-3 0.155 488i6 Moles (2&Sbs) 3.7 o047 -12Sbs 14.6 (LISS 4831. (-Mbs) I)zDdl Dlssmadme.J,AT�9RR I. 2 3x4 - �,N i PE 7 . S-f N FL o?,Iv �,\ „ei„nfaatykBu Brian KBkaldy cvmmor�sislhe snnE,g:.7lQ51 ISpragrle 2593Xr.-HARP6mn3 Southern Truss Co'mpardes, IncThss: ti Iddftr,., SOUTHERN 2590 N. kin cr, H ghv%ay P716jedyannc: 183-14)-A ThmD--;ieoe.-. di,,c COTPMMA Solutions -TRUSS Fort Pi=,,- F1 34951 Dale: W-018 11:39.105AM Th� CG?APAN IES (800) 232-0509 (772) 464-4160 (772) 3) 8-0016 Fax Paw: I Of I V.v.m- 2016.13[Bad 10] MatcrU Database vac arc 1565 Span Ph:b Qrj all, 01-R CANTL CANrk PUSS -spacing WaRPHLY 4-W 5,12 0-M o" 24 in 10 PA, 2-0-0 2-0-0 2-0-0 4-0-0 4 x4 2 2X4 > <XXXXXXZXXXX 0-0-0 4-0-0 4-0-0 Loading General Ca Summary Deflection U (hoc) AUowed Lmd 10.) ft. FBC2D]7/ TC- MOV-2) VACIL MILD L1999 TCLL: 20 TP11.2014 13c: 0140-1) Nkdl-' on L/99.4 LING LRAO Tom: 7 VpMbdaamvc V, V.Eb: 010(f) Fb.CP-- Ob laay.. 10 DO(_: 125-A CnmpFi ,Y-20 BCCL: Ito 3 (2,0&,4.W) (3:14153-M Reaction Summary Jr � EkIQ-b. BWdi, M..W M.P,- AOM.C-tw M.VkdLm C.,*— I 48h C—M.-q 156bs 78pr -661. M-UPK 46h 12b. MaterW Suonary Bracing Summary Tr SP(AISYS20112)02.4 TC&--'C ac POL9 3022)032A VAb6 Loads Summary I)TI,an t-b-d*.df.ri-TA-IOWbo d.dk.b.d&sd.db.& DiM40ft�47334h-]5f;B-dZ-Trm-�Nit�-ld�6-a-,L=IlfiD.00Z-Wdi,4ft I Member Forces Sumn3ary TC 11-2 ; o.199 -112bs 12-3 OL199 .1 12bs - iC 1 1 0.137 1351. (-55W VA. Notes: t.MR. BaftCak 5)Uwd.idqM- b..dmh(WFRSQ*jbu5T- • E3 L —L OPO'D IONN- DsbcA- BrMn M Bleakly + Tius Southern Truss Carz,�tania�7nc s: V8_ SOUTHERN 2590 N. kind High"*ay Tom= 4Utc�4 Cm>p�.satSotldiuuTM I -Russ port Pierce, F134951 Date: - 8901E 'J:3 16AVf T,,ns COMPAllil IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pkw: 10f t \L,sim 20)6.113 [Build 10] laluiallatahu wrsi= 1565 Span Pitch QV 01-L ORR CANTL CANER PUES Spackle WGTNIY F 0-0 5,12 1 ON 040 ON 0-H 1 24 in 23 N I 80-0 12 5� (FO-0 4x4 - 8-" 8-0-0 Loading General (St Surnmary Deflection L/ (loc) Allowed rmd (WO ftc do FBC2017/ TC: 0.47(1-2) MICIL Oo LIM LASO TCIL: 20 TH 1.2014 BC: a14(34) MILL. 0n LIM UM 7'CCL: '7 RgiMbTU Y. VVb: 009(2.4) lbaOC On 3 TnT: 0 UOL: 125% tr-pFim4Rc-20 BCM: 110 FheOH§�(1�aCWnr n:140.153811 (2403-13a) (3:141534M A Reaction Summary _ E Tvpe ,&¢Canso &p.VAJh Maeal Rgd&eV/ft M.Ra M.C—lw M.Uwti 4 HRN p I 95F C—M—.y U&.— 2NIn - 476s 1 F.("O I 95n Ca M—y Udb— 203bs - A9bs 3 HR.I(MI) I 95h C—M -q Ud— 278bs - -99h; Material Summary $racing Surmrnary TC 9'(AL5K2012)A31A 7C&auv, S.AW.PA-6-3QArbd*nby0h4 - Bc 9'(A1StX201J$G2.4 BCB—r- 9afie wP fisa63QAdnd-t,,ty0has 9'(AL2Al2)Y,3a4 Loads Summary I)W.—hssh-dssalfor4edr�dieo IOp,Ybogndvdi ekdplsdod� xlThs.�luh��rtra�r®ara:d�:,.®d�„n,s�-1o�kroa,:��es.�:Qe Iw�hu�>:,�a,.�c.Fo►,•Fsd„ei.�t>:xnBv}r�sm.�yn(1-Inm,o.��R� »:�4oraa733 f4h-1s rt&� ��.r��,�r,�md.�m�d.na.-1rn.ac2�wdnaa Member Forces Sul wv" 7nbk�ttMmbclgmuB,manalfoR(rte*m^Tr ra¢fdd(ee¢frammua:idto a� 12 �5 -99 bs -24 tE -99bs OW 2x41 G-" �ATS7RPI I. l8L, Jl�,//f/� � 4U V - ////�SSIORA;� �\1� ISpT:&� WS4lS;uhkhM. vhl;h , ow ISP.Mam