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HomeMy WebLinkAboutENERGY EFFICIENCY CODE 6-16-18v fo lli'::�11 Ij SOUTHERN TRUSS COMPANIES, INC. S O U T H E FR N WANNE RANDY@SOUTHERNTRUSS.COM TRUSS 2590 N. KINGS HIGHWAY /FORT PIERCE, FL. 34951 � O M PA N I E S � (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: � Proj tName and Address: Oakland Lake Occupancy: X Single -Family 111c, Lot:Block: County: Saint Lucie Multi -Family Truss Company: Southern Truss Companies, Inc. Commercial TrussEngineering Program: Simpson Component Solutions Plates By.: Simpson Strong -Tie con actor / Builder:gyan Homes Model: 1833 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 IFlorida Building Code FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces as required by the following 1� provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: --- P.S.F. Design criteria: ASCE 7-10: 160 MPH Top chord dead load:_7_P.S.F. Top chord dead load: --- P.S.F. En ' eer: Brian M. Bleakly Bottom chord live load: P.S.F. Bottom chord live load: --- P.S.F. Ad 'I' ess: 2590 N. Kings Highway Bottom chord dead load: 10 P.S.F. Bottom chord dead load: --- P.S.F. Fort Pierce, FL. 34951 Duration factor: 1.25 Duration factor. ---- Mean height: 15' Exposure: C * 10.0 P.S.F. bottom chord live load nonconcurrent with any other live loads. This is an index sheet submitted in accordance with the Department of Professional Engineering. Tallahassee, FL. Engineering sheets are photocopies of the original design and approved by me. No. j Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 Al 21 06 41 61 81 96 2 , 10 22 08 - 42 62 82 97 3 '11G 23 D3G 43 63 83 98 4 1 k2 24 1 J2 44 64 84 1 99 5 ',k3 25 J2A 45 65 85 100 6 X3A 26 J4 46 66 86 101 7 ! 4 27 J6 47 67 87 102 8 1 4A 28 J8 48 68 88 103 9 1 k5 29 V12 49 69 89 104 10 k5A 30 V16 50 70 90 1 105 11 IA 31 V19 51 71 91 106 12 ,k6A 32 V3 52 72 92 107 13 k7 33 V4 53 73 93 108 14 jik7A 34 V5 54 74 94 109 15 18 35 1 V7 55 75 95 1 110 16 k9G 36 1 V8 56 1 76 37 V9 57 77 iB2E 38 58 78 IC3G 39 59 79 ICJ4 40 60 80 by my seal, I hearby certify that the above information - 17$1G 18 19 20 As witness is true and correct to the best of my knowledge and belief Na e: Brian M. Bleakly Lie. #76051 v FILE COPY TYPICAL DETAIL 9 CORNER- - HIP I MOTE: NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (13.0.1-Factor=1.00) 11 F,lIids toe nails only have 0.83 of Vateral Resistance Value. 12 1.5 & I A '0 S(Z) 'G) OVER �O HIP GIRDER 12 1& OVER �I I QA 9-9-5 CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT (Z) UP TO 265# = 2-16d NAILS REQ'D. © UP TO 394# = 3-16d NAILS REQ'D. I ® III ' II III "1II J1 J3 use 2-16d toe nail TT BC H7 Typical jack 45' —r—��- --- ----�- use 3-1 fid `� attachment toe nail ® TC TYPICAL CORNER LAYOUT & �-16d 9,_I Typical Hip -jack' attachment CHORD HANGERS FASTEN ER GIRDER JACK J1-J3 TO HIP JACK GIRDER TC - - - - -- - 2-16dnails ----- BC - - - - -- - 2-16dnails - - --- J5 TO HIP JACK GIRDER TC - - - - - -- 2-16dnails -- -- BC - - - - - - - 2-16d nails - - - - - J7 TO HIP GIRDER TC ------- 3-16dnails ----- BC - - - - - -- 2-16dnails ----- HIP JACK GIRDER (CJ7) TO HIP GIRDER TC - - - - - - - 3-16d nails - - - - - BC - - - - - -- 2-16dnails ----- I SOUTHERN TRUSS COMPANIES htt�://wsw.southerntru�.com F3rian M_ Bleakly Struct Ena #761 MINIMUM GRADE OF LUMBER LOADING (pS� r STIR. INCR.: 00% L D FBC2017 T.C. 2x4 SYP 2 TOP 20 B.C.2x4 SYP 2 BOTTOM OD 10 WEBS 2x4 SYP No.3 SPACING 24- O.C. Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 (800)232-0509 (772)464-4160 Fox:(772)318-0016 1 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL @ CORNER m HIP MOTE: NDS=National Design Specifictions for Wood Construction. 32.5# per Nail (D.O.L.Factor=1.25) p pds toe nails only have 0.83 of ateral Resistance Value. 12 OVER G) 1O -10 _10 HIP GIRDER 12 0 OVER CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT (Z) UP TO 265# = 2-16d NAILS REQ'D. © UP TO 394# = 3-16d NAILS REQ'D. III I'D'II III J1 ( J3 use 2-16d H5 toe nail TC & B( Typical jack 45" attachment TYPICAL CORNER LAYOUT G) 0 0 use 3-16c toe nail & 2-16d Typical Hip —jack" attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — —— 2-16dnails —-——— BC — — — — — —— 2-16dnails — — — —— J5 TO HIP JACK GIRDER TC — — — — — —— 2-16dnails ————— BC — — — — — — — 2-16d nails — — — — — TC ——————— 3-16dnails — — — — — BC — — — — — —— 2-16dnails ————— HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC ——————— 2-16dnails ————— MINIMUM GRADE OF LUMBER LOADING (pSF) SM. [NCR.: 25% FBC2017 T.C. 2x4 SYP 2 L 0 B.C. 2x4 SYP 2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24" O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, 951 COMPANIES ( )FortPierce,09(FL ) 4 800 232-0509 772 464-4160 http://wwwsouthenitrumrom Fax: (772) 318-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 WW. ERFTbfs pmd=f is preferable to sfmr7arcwnnedors bemuse of a) easier iustallaton, h) higherlaads, e) loweriastalled =4 ccor a wmbloalion of these features. •• All hangers in this series have double shear nailing - an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the WS. MATERIAL See tables below and on page 133. FINISH Galvanized. Some products available in stainless steel or ZMW coating; see Corrosion Information, page 1B-19. INSTALLATION • Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. • Not designed for welded or nailer applctions. OPTIONS: • LUS and MUS hangers cannot be modified. • HUS hangers available with the header flanges fumed in for 2-2x (31AJ and 4x only, with no load reduction. See HUSC Concealed Flange illustration. • Concealed flanges are not available for HGUS and HHUS. • See Hanger Options, pages 20D-202, for sloped and/or skewed HHUS models. • Other sizes available; consult your Simpson Strang -Tie representative. CODES: See page 20 for Code Reference Key Chart - These products are ataWle W addiUond corrosion prutecfiom Adddwrd products on this page may aiw be awflable with this option, check with Simpson Strong-77e fordoWk rBase products are approved for butaMon with the Sfron"rhe SD SftduraF Connector saw. See page 30 for cone zf suhsliWon and SD screw sm Model No. M- Heel Heigh GO Dimensions Fasteners w H B Carrying Member Carried Member SINGLEWI7ES WS24 2iG 18 ibSc 43G 13: 410d 2-lOd W526 4'/� 1'yic 4� li: 4-10d 41Dd MUS26 4"iSc 18 15Sc 534r 2 6-lOd 6-lOd HUS26 43Sc 16 15iS 5'K 3 1416d 6-16d HGUS26 41A 12 1% 5% 5 _ 20-16d B-16d LUS28 4yie 18 1% 6% 1% 6-10d 4-10d MUS2B 6%, 18 IV% 6% 2 8-10d 8-10d -HUS2B7 6SE 16 1% 7 3 2216d- - B-16d HGUS28 BY- 12 1% 71i 5 36-16d 1216d LU5210 4'/. 1B i% 7% 1% B-10d 410d HUS210 83S 16 1% 1 9 3 30-16d 10-16d 1.See table on page 133 for allowable loads. �1 i 6HHUS210-2 (Truss Designer to provide fastener quardityfor conneang multiple members together) a(MUS28 SIMPSON StrongTie OT HUSC Concealed Ranges (not avaflable for HHUS, HGUS and HUS2x) th Heuuceo Heei Height ® Double ' Double Shear Dome Double Shear Nailing Nailing Side -View Shear Side View (available on Do not some models) View Top Vi bend tab �'-' U.S. Patent 5,603,580 Mot IT elnaa_ �. SPAllowableLoads SPFIHFAllowabieLoads Modelr,ffiurm. No. —_'^ _ - oor ma. �ioof==iNind g 0 {� - ` 1L UpTrfl' (16D) Floor Snor 1115) Roof (125) Wiad (160) UpTdfl (160) Floor (1D0) Snow (115) Roof (125) Wind (160) Code Ret. SINGLEWOES WS24 49D 670 765 825 1045 490 72.5 830 895 1135 420 575 655 705 895 t.U526 1165 865 990 1070 1355 .1165 940 1075 1165 1475 1005 740 845 915 1160 MUS26 1090 1295 1480 1605 IB25 1090 1410 1610 1745 1825 940 1110 1255 1370 1570 W.F6,L17 HU526 155 !tf WE N109 = __ 33 5 1550 2950 3335 3335 3335 1335 2330 2650 2B20 2865 HGUS26 fi_. :9360 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 17, L17 W526 • fi5 =: r0 - _3230=.390k _� 36fi r5 1165 120D 1365 1450 1835 1005 1 940 1975 1 1165 1475 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17,F6,L17 HUSZB 2000 3965 4120 4220 4335 2000 3790 3960 4070 4335 1720 2905 3035 3125 3435 HGUS2B 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 516D 5290 5745 17,L17 9S210 HU5210 F7a65 . oiiu t 34 4 525r 94 1SSA, 5.45i5:; 9If' � 2U 1165 3000 1445 4105 1660 4310 1795 445D 2270 4930 1005 25Bo : 1145 also 1305 3315 1415 3425 1745 3B15 R �'L17 Note: For dimensions and fastener inrommafion, see table above. See table footnotes on page 133. 7hese product am ava/kble wriM addBonal corrosion protection Additional product on ft page mWaLw be a12i(eb/e wlth ft option, checkWfh Simpson Strang -re for detaft EMM 1 I P' 7hese products are approved forins6getion wftit the Strang -Drive SD Sb ucuraF Connecmrscrew. Seepage 30 for Me ConedsubsbTudon and SO ssrewsbL Model No- Min. Heel Height Ga Oimensidns Fasteners �OF/SPAtlawa6(eC�ads'=`:��•- �:•. - T r SPF/HFABowabteLoads Cade ReL yJ H III Carrying Member Carried Member h1 11pIftP,i ;(160] a�=,•I Roar; _r-:ems; •Snow-:Bnot• , ,r.. •,.,1... 'Wind Upliti� Floor Snmv Rao( -Wind DOUBLE&SRES LUS24 2 21/4 18 314 3% 2 4-16d 2 16d 440 800 910 985 1250 380 680 780 B45 1070 1 W526-2 4% 18 335 4?4 2 416d' 4-16d 1165e, 3.( _ 8 ,� F;32B0 •j 9625c', 1000 BBO 1010 1090 1385 17, F6, L17 HHUS26-2 45is 14 M 5% 3 1416d 6-16d ;� �5Q � r_�955 3�405 ,r=sue• 1 -0265 1335 2390 2710 2925 3665 HGUS26-2 4Ks 12 Niic 57K 4 20-16d B-16d _:7�55?' 3SSa .F , .575� 1855 3750 4200 45DO 4795 rl, L17 F LUSZ&2 4% 18 3%i 7 2 6-16d 4-16d 1165 1315 150D 1625 2060 1000. 1125 1285 139D 1765 r HHUS2&2 6% 14 3Vw 7% 3 2216d 8-16d 2000 1 4210 4770 5140 6440 1720 .3615 4095 4416 5375 17F6, L17 HGUS28-2 Wo 12 No M 4 36-16d 12 16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17,L17 WS210-2 brr/*- -18- -3%- "9- -2- -816d- -6Md- 7745"• .' =-?Q9.1 .2265 0?• 1500 1555 1785 1935 2455 HHUS210-2 11% 14 13Y. 8% 3 3D-16d 10-16d '4p0 • ' 635` : 6380~ ,b880;` �Z365� 3525 4835 5270 5380 5765 17, FB• L17 HGU52142 8% 12 33Sc 9iSc 4 4fi16d 16-16d095 ,�]100�• 910Q• 3525 7465 7730 7825 7825 1/,L17 TRIPLEZxSl7ES HGUS26-3 4-A 12 4145c 1 BIA 4 20-16d I &16d 2155 4355 4875 5230 5575 1855 3750 4200 45DD 4795 . HGUS28-3 6q94a 12 4% 7'/ 4 36-16d 12 16d 3235 7460 7460 7460 7460 2785 6415 8415 6415 6415' HGUSZiO 3 8a15c 12 4% 9'A 4 4616d 16-16d :{4095: ._Mop ' °9i0[Qs 3525 7825 7825 7825 7825 f/, L17 HGUS212-3 10% 12 4% 10% 4 56-16d 20-16d 5D45 9600 9600 9600 .9600 4335 8255 8255 8255 8255 HGUS214 3 1235 12 41% 12% 4 65-16d 2216d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 Ol1AORUPLE2x SIZES HGUS264 514 12 M 57/6 4 20-16d 8-16d �-48 � �23p; �575� 1855 3750 4200 45DO 4795 HGUS28-4 7'/ 12 61A, M 4 36-16d 12-16d �?35 - 46 .. _ 4 qG_�t 4&:`_ 2785 6415 6415 6415 6415 R,L17 HGUS210-4 9% 12 6'35c M 4 4646d 16-16d 4095 9100 9100 9100 91DO 3525 7825 7825 7825 7825 17,F6,L17 HGUS2•12-4 10% 12 M 10K 4 5616d 2D-16d 9045'. �96pD� `i9fi0 g 60fi '� 4335 8255 B255 8255 8255 HGUS214-4 12i�i 12 Gric 12'�S 4 66-16d 2216d M3515 O1�I1' �0' 010(g = 0�0¢ 4745 8685 8685 8685 86B5 n, L17 4x SIZES LUS46 4M 18 3V% 41, 2 4-16d 4-16d 1165 1030 1180 1280 1625 10DO 880 1010 1090 1385 17,FG,L17 HGUS46 4'/u 12 3% 4% 4 20-16d &16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17,L17 HHUS46 4% 14 3% 5% 3 14-16d 6-16d 1550 2790 316D 3410 4265 1335 2390 Z710 2925 3665 LUS48 4% 18 3/r5c 6'Y. 2 &16d 416d 1165r�-1315s'15_y � g 6' b60�; 1000 1125 12115 1390 1765 HUS48 * 6'/. 14 M 7 2 6-16d S-16d 5 a 595 - E ,�5 �91 6 -_ `tom--' 470� 1550 1365 1555 1680 2115 R FG, Lil HHUS48. 634 14 3% . Tb '3 .2216d -&16d A2 _.x �21� T � � _ � 150 .6 :_. 172D_ 3615_ 4095 4415 -5535 HGUS43 6F/Ic 12 3% Ns 4 36-16d 1216d 2785 6415 6415 6415 6415 17,L17 LUS410 6% 18 3% 3% 2 8-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 Tf85 1935 2455 HHUS410 8% 14 3% 9 3 3D-16d 10-16d 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165 17,F6,L17 HGUS410 8% 12 3% 9 4 4646d 16-16d 4095 9100 910D 9100 9100 3525 7825 7825 7825 7825 HGUS412 10Mc .12 3% 10% 4 56-16d 20-16d �SD4_ 6 _' �fiDO: z960D' 9600 ; 4335 8255 8255 8255 8255 1 R, L17 HGUS414 I 117A, 1121 3% 11M 4 6&16d 2216d `�i51 a111I� '111i0f> -701D 01U a 4745 Bfi85 86B5 8685 8685 1. Uplift loads have been incmased 60%for wind or earthquake loading with no further increase alluded. For normal loadmg applications such as cantilever construction rderto Simpson Strop Tie® Connector Selector software or conservatively divide the uplift load by 1.6. 2. Wind (160) is a download rating. 3. Mbdmum had height shown is required to achleve full table loads. For less than minimum heel height, see technical bulletin T41EDHEEL (see page 215 far deb&). 4. Thus chord doss -grain tension may rmrft allowable loads Referto technical buileft T-ANSiTPISPF, T-ANSrrPISP and T-NSrrPIDFfor allowable loads that consider ANSUrFI1-2007 wood member design criteria (see page 213fordefallsJ. 5. Loads shown are based on minimum of 2-ply 2x carrying member. With 3x carrying members, use 16dx2ie na8t Into the header and 16d commons into the Jost with no load reduction. With single 2x carrying members, use 1 Odx114 nab into the header and 10d commons into the Joss; and reduce the load to 0.64 of the table value. 6 HAILS. 16d - 0.1 fit' dia. x 3W long. See page 24-25 for other nab sizes and lnPomdarL bb en m XZ, to c 0 m rq LI 133 Cemposife 4& ober.Caonec Dimensions Actual Joist Model No. I Ga Size I W I H 8 HU416/HUC416 14 3 3%x18 1 HGUS412 I12 3 c HGUS414 3 HUGG412-SDS 14 3? 5 14 �0 5% x 7%HU68/HUC68 5'; III HGUS5.50/8 12 51, H1.1610/HUC6]0 51. Y/9'k HHUS5.50/10 s 14 53 c HUCQ6ID-SDS 51 HGUS5:50/10- 12 51 HU612/HUC612 5+� II,+ 11/./11% HHUS5.5()/10 + 14 5� HUCQ612-SDS 5+, y HGUS5.50/12 12 5Y, c HU616/HUC616 534 14 x 14 HHUS5.50/10 5% TZ HUCQ612-SDS 5% HGUS5.50/14 12 5% t e HU616/HUC616 5% Y 534 14 5,, x 16 HHUS5.50/10 5+� HUCQ612-5DS HGUS5.50/14 12 534 HU616/HUC616 5'r4 s� 14 5 , x 18 HHUS5.5D/10 5+% HUCQ612-SDS 5% HGUS5.50/14 12 5% HU410-2/ TA x HUC410-2 14 71i6 91/4, - 9% HHUS725/10 T/ HGUS7.25/10 12 7Y, HU412-2/ 71A 7x HUC412-2 14 71A HHUS7.25/10 7A HGUS7.25/12 12 7% HU414-2/ 7% 7114 HUG414-2 14 71A HHUS725/10 71 HGUS7.25/14 12 T/ HU414-2/ 71i6 7 16 HUC414-2 14 T/ HHUS7.25/10 T/ HGUS725/14 12 T/ HU414-21 T/ 7 p8 HUG414-2 14 T/ HHUS7.25/10 71/4 7xl4 p 301 Foradddional hangers see HGU/HHGU on page 107, See fo111tnotes on page 105. Fasteners Allowable Loads SIMPSON � 4009Tie 1nJ DF/SP Species Header SPF/HF Species Header Code ax Face Joist Uplift Floor Snow Roof Floor Snow. Roof 1 net. (160) (1D0) (115) (125) (100) (115) (125) in 2016d 8-10d 1515 2975 3360 3610 2565 2895 3110 ax 2616d 12 10d 2015 387D 4365 4695 3330 3760 4045 19,L12,F8 - 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 - 66-16d 22 16d 5515 10100 10100 10100 8685 8685 8685 19,F23 - 14-SDS'Y4)Q l' 6-SDS'/,X2'W 2510 5460 •5560 5560 3930 40DD 4000 ' n ID-16d 4 16d 900 1490 1680 1805 1280 1445 1555 x 1416d 616d 1345 2085 2350 2530 1795 2025 2180 19, L12, F6 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19 0 14 16d 6-16d 1345 2085 2350 2530 1795 2025 2180 x 18-16d 816d 1795 2680 3020 3250 2305 2605 2800 19, L12, F8 3D-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 12-SDS+/.'x2'W 6-SDS'/,'x2'W 2520 4680 5380 5715 3370 3875 4115 19, F23 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 i 16-16d 6-16d 1345 2380 2685 1 2890 I 2050 I 2315 I 2490 c 22-16d 8-16d 1795 3275 3695 3970 2820 3180 3425 19, L12, F8 3D-46d 10-16d 3735 5635 6380 6880 4835 5480 5910 14-SDS Y4-a%- 6-SDS Y,-x2%. 2520 5315 5315 5315 3825 3825 3825 19, F23 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 14-SDS Y'x234' 6-SDS'/,5c2%' 2520 5315 5315 5315 3825 3825 3825 19, F23 66-16d 2216d 5515 10100 10100 10100 8685 8685 8685 20-16d 816d 1795 2975 3360 3610 2565 2895 3110 26-16d 12-16d 2695 3870 .4365 4695 3330 3760 4045 19.L12,F8 3D-16d ID-16d 3735 5635 6380 6880 4835 5480 5y10 14-SDSY4"&N 6-SDS''/'x2'ft' 2520 5315 5315 5315 3825 3825 3825 19, F23 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 2D-16d 8 16d' 1795 2975 3360 3610 2565 2895 3110 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 14-SDS Wx2W 6-SDS''/,'x2'k' 2520 5315 5315 5315 3825 3825 3825 19, F23 66-i6d 22-16d 5515 10100 1010D 10100 8685 8685 8685 14-16d 6-16d 11: 112D85:.2350 2530 1795 .2025 2180 18 161 8-16d 1791 2680 3020 3250 2305 2605 2800 19,L12,F8 3D-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 46-16d 16-]6d 4095 9100 910D 91D0 7825 7825. 7825 19, F23 1646d 6-16d 1345 2380 2685 2890 2050 2315 2490 2216d 8-16d 1795 3275 3695 3970 2820 3180 3425 19,L12,F8 3D-16d 10-16d 3735 5635 6300 6880 4835 5480 5910 5616d 2D-16d 5045 9600 96D0 9600 8255 8255 8255 19, F23 20-16d 8-16d 1795 2975 335D 3810 2565 2895 3110 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 3D-16d 1016d 3735 5635 6380 6880 4835 5480 5910 66-16d 2216d 5515 10100 1010D 1010D 8685 8685 8685 19,F23 2016d 8-16d 1795 29y5 3360 3610 2565 2895 31]0 26-16d 1216d 12695 387D 4365 4695 3330 3760 4045 19,L12,F8 3046d 10-16d 3735 5635 6380 6880 4835 5480 Mo 66-16d 22 16d 5515 10100 10100 10100 8685 8685 8685 19, F23 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 26-16d 12 16d 2695 3870 4365 4695 3330 3760 4045 19,L12,F8 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 66-15d 2216d 1 5515 10100 10100 10100 8685 8685 8685 19,F23 1' el A N 0 r MINIMUM GRADE OF LUMBER �, Top Chard W SYP J2 SPF #1/#2 ar batter Boll Chord 293(+) OR 20 SP #2N OR SPF #1/#2 or better WBbq 20 SYP #3 or bottor (�) •w MAY SS RIPPED FROM A 2xe, (PROHED OR SgwMQ (+") ATTACH EACH VALLEY To EVERY SUPPORTING 'MUSS. WRHI (2) 10d 809 (0.180" 8 3,6 IALS TOE -NAILED FOR FED 20D.J. ASCE 7-10 _ PH *IND. --CS,— MEAN HEIGHT. ENCLOSED BUILDINO- ESP. 0. RE010ENCW, WIND TO OL-9 PSF-OUT Fxe OR lAROEft AS, REgUIRED 4'-0" MOX ..G.—.� Y2x4 ax W-0"Max Spacin 20,--0" Max SUAPOFZTING TRUSSES AT 24" O.C. MAXIMUN SPACING. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY Cu'""1"-BRACE, BO& LENGTH OF WE9, VALLEY EB, SAME 8PBOIES AND ORAOE OR BETrER•ATTACHED EWQVAIJY SP:RU.I R YER CAL YALLEY WENS oR6ATPR NTHUAN 7lAT RhL 9RACINO, MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'-0" TOP CHORD OF TRUSS OFNFATH VALLEY SEr MUST BE BRACED WRHI HRDPE1% ATTACHED,' RATED SHEATHINO APKXP PRIOR TO VALLEY TRUSS INSTAU .TIDN OR POUIUNS AT 24" 00. OR AS DTAERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN R BY VALLEY TRUSSES USED IN UEU OF PURLIN SPACING AS SPECIFIED ON ENGINEERS' SEALED •DESIGN. NN t+"+)d NEATH THE�VALLkY113 MCMuR€D ALONG TH. THE DL PF OF THE TOPFCHDRORU9S (++) LA,OCR SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXOEED 12 —D . BOTTOM CHORD MAY PC sciu6RE OR PRCHED CUT AS SHOWN, VALLEY C NO (2)12d SQUARE CUT SQUARE CUT (++)TOE V TICM CHORD BOTTOM p RD VALLEY. 94N•'\No11,1 Yl2x OPTIONAL' STUD END VERTICAL - I - r-t T r-t so Drar(ng b not the msponsift of ttu:s designer, plate manuft ndr Iran rabrkalor, prraone arsclingg two" are oaulkned Iv seek prore ;�i�Y� ��iA1B addce regordrn trtellon bradng ahlch Is alacp required In prevent tI i'71 Fart Pferee Dlvislan ,d dominairq duft trecUgm and permanent bracing which may be nqu �'��,�� 2890 �{ KIPS■ HI hasy. tpeeft opplkullom. Sea'BCSI-BI 91mmury shoal Commenlory and ncur Fora Pfaroe, FL BSf dollalu for hen- ft NWIoUng A Dreeing melol plain eoMeeled xood ttussra . COMPANIES(eoo)232-Gee' (772 , - 4160 Trwu am la be smcIW and Iwlened In fostemd In a straight and plumb FIT/,/�,.n...YIA.mLa,,.wm Fax: 772 3 B- D1 a vhero no ahtoll Is a Feed dfrecly to Ihs 10p ohords, they nhan be bro spsCined aD Ute rest eelgo, Trusses shag be handle +dlh remonalle cam r Um to MI da wa" OPTIONAL HIP JOINT DETAIL L FRAMING# TO LL 20 20 PSF TO DL 10' 16 PSF 13C DL 10 10 PSF SC LL 00 DO PSF TOTAL LOAD 40 46 PSF 11111 0.4 rh N 1 1.25 1 1.26 3' o I HF a N DFL v HF N � Cp7r'o ,..- SP DFL SHF E: DFL araoa No ' � Braoae Croup A Group 8 SOUTHERN TRUSS COMPANIES hly,//m,f...ua,anLumm GHT ENCLOSED I�•1.25 EXPOSURE DE a E' Brecing Group S acl6® on, B Group A Droup,0 CR�g _LARCH So ER C DQUOLAS 3 3 STUD STUD SraNDARO STANDARD oR 1 � Blr ��• .;D-11" 8 —11 • D-4. 10 —D' 8,.:4- 1 D —B" 1D—tu 13 —8" ,�—� 14 — r 14_0' 14—D• f),4HL E DETAIL N901 •B 3 _B. 14 1 * .1559 In LOAD DEFLEUrION cnITERLA Is VZO. .e p g _a. 7 —1a D _g, t0 —e 10 _g• 10 —e 13 —B to ••-s to —s _n. _ 14 _o• —0• 14 PROVIDE• uPurT CONKKgrtdNs FOR'. 13a PI.P' dveR l0 PSF TC DFAD WAo)• �D. p _g D —B• 1 ^Z —0" —D. 1 _0• —0' —0" CONTINUOUS BEARING. OASLF ENO BUPPdR1,8 L�OAO FROM 4'—D1 • pygRHANOAX 1 Z 13 "8" 3—e 74-0 4— 0 14 —0" OUTIAOKEAS WRH Z —0 PLYWOOD OYERHANB. _D• _p a—Z D —0 tD_0 0 —0' 1D-1 1 —B 1 —0 Z ^D 14 —0' 14 —D' A M1)'EL. 611 AM Wr H l O NPNAT z' OO. DO, BETWEEN 70VES• 10' F j� ZONES AND 4- 'L BRACESr SPACE NAXS A ZONEBD• tr) FOR L2J I 1D" CN .ZONES AND D DC, BETWEEN • DIINI; MUST BE A MINIMUM OF 009 all WED MEMBER ERiI p 5 Z IiAB VE►TTIDAL NO SP O 4_0 110 OROR 2tt3 Ess 4'-0", DIIT OREA a era. • L) m R 98 D R PEAR 5Pl]OE AND HEEL PLATES, in iI0 " REFER 10 CHART Mon FCR MAX WLE VEI IICA1- LENGTH EraaUon bracing le nol the rasponoib;v or woo dealunor, plalo mmruloclarer nor Iron lowcolor, pef>lono erecting INeeee calltiufr It cash proGeriaml advfca ragarlinq areouon bracing wh'a1� le allropo MOP 10 , b e p lomd In and dominaing during eroollon; and pQrmomnl trudd ahlcll mey be �N af ciao Ucaliolw• 5oe •BC51-91 5Am oty. eheel D mmmlary and rocol�man- F o rt P I N. r i Division a�l or bwioging & bracing �{nolal plate c;n soled good W ass jSDD N. Klnaa HI hitsy, pagans tar handling, Fart pierce, R 34es1 T 6 to be erocled and faalenod 6i fadancd In 4 ahalghl and pphrmb pwNon (B00)Z32—o90a ((77Z)454-41 BD Ahero no eheoUnp le opppgad diroclg' to Ifie topp cho 1r Ihre shall a braced De Fax:(772)318—OD1 B apacined on the Was deign• Trusses ahaU be ►wndlo agh reasonable acre during . eraeon to RYenl d Ma111mun Total Load 6o PSF SPACING AT 24" O.C•_ MINIMUM GRADE GF LUMBER Top Chord 2x4 SYP $2 or better Boil Chord 2x4 SYP #2, or bettor Webs 2x4 SYP #3 or better REFER TO SEALED DESIGN FOR DASHED PLATES SPACE PIGGYBACK VUMCW.S AT 4' OC MAX. yap S NOT ANI) CHORD OM UrS� MUST BE STAGGERED SO THAT ONE SPLICE ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLD LUMBER OR Tf1E BOTTOM CHORD 19 OMRTED. PURUNS MAY BE APPLIED BENEATH THE 70P CHORD OF SUPPORTING TRUSS. REFER To ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: i(d MPH WIND, 90' MEAN HOT. ASCE 7.10 CLOSED BLDO. LOCATED ANYWHERE IN ROOF, 1 MI. FROM COAST CAT I, EXp 0, WIND To DLrb PSF, WIND BG DL_ PSF ' 140 MPH WIND. 30' MEAN NOT. EFRg6C_ a 1 a 1Y�INLD TCE GC 0 PSF� WIND BAC DHH P N ROOF FRONT FACE (X-� MAY BE OFFSET FROM BACK FACE pLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. OPTIOyD SPLIC WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7V NO BRACING 10 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND BOX LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" 0/C. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' BOX OF EB MEMBER. ATTACH W1 ITH�6d NAILS AD T 4" D/C 2' Typical B I I B B I I B D—SPLICE i R I. . - I n n I • i * ATTACH PIGGYBACK WITH B"x8x1/2" CDX PLYWOOD WRH 4—#5d NAILS IN EACH BOTH FACES 0 '4'-0" O.C. MAX. Q� JOINT- SPANS UP TO TYPE 30' 34' 38' 1 52' A 2x4 2.5x4 2.5x4 3x5 B 4x6 5x6 5x6 5x6 C 1.5x3 E55 1.5x4 1.5x4. D 5x4 5x5 5x6 SO TERN TRUSS coMpAmES W cs P_ r"i b r__1 sz—; ' Erection bracing Is not the rasponsibinly of truss designer, plate manufacturer nor Inns fabricator, persons crectingg trusses ore cautioned to seek professional advice regarding ereclion brocing which la olway, required to prevent lopp6ng and domincing during ereellorr�� and Permonenl 6racmg which may be required N speaHia app�liorm See 89-0[ 1 5ammary wheel Commentary and recommen— Fort Pierce Dtvlslon z58p N. Mnq, HIghway, Fart N.hIPierce. R. 34Y91 daVans for handling, Wamny & bracing metal plate connected woad brasses (1PI). (Ba0)Z37.—OSG9 (772)464-4160 Fox:(772)31 U-001 6 Tresses are to be erected and fastened In laslened In a straight and ppnumb posillm where no shealing Is applied' dteelty to The top chards, they shag be braced ce specified on the Truss design. Trusses shag be handle with reasonable care during erecuos to pment damage. 1 Maximun Loading 55paf at 1.33 Duration Factor 50pof at 1.25 Duration Factor 47p9f 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 +P 6". **` THIS DETAIL IS NOT.APLICABLE WHEN BRACING IS **` REQUIREDAT'113'POINTS OR 1-BRACE IS•SPEQIFIED.' APPLY 2X SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3" X 0.131'j NAILS SPACED 6"O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 Ibs MAXIMUM WEB LENGTH=•12'-0" SCAB BRACE 2x4 MINIMUM WEB - SIZE -MINIMUM WEB GRADE OF#3 Nails / 5ec6on Detail EMScab -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 / 1-Brace must cover 90% of web length: Note: This detail NOT to be used to cdriJert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattem T Brace size Nail Size. . Nail Spacing 1 x4 or 1 x6 10d 8" o.c. 2x4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length -of :T-Brice l I -Brace• (On Two-Ply's.Nail to Both Plies) .. ' • • Nails position r� SPACING t jSection Detail ` T-Brace Web hate position Nails Web Nails I -Brace _ Brace Size for Ode -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size ' 1 2- 2x3 •or 2x4 1x4 (t) T Brace 1x4 (') I -Bra 2x6 11x6 (+) T-Brace 2x6 I -Brace 2x8 120 T-Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T Brace 2x6 I -Brace 2x8 2x8 T Brace 2x8 I -Brace T-Brace / I -Brace must be same species and grade (or better) as web member. C) NOTE: If SP webs are used in the truss, •1 x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X bracing material, use IND 45 for T-Brace/1-Brace For SP truss lumber grades up to #1 with 1 X bracing material, use IND 55 for T-Brace/l Brace, L-BRACE DETAIL Nailing Pattern . L-Brace size Nail Siie Nail Spacing 1x4or6 10d 8"•o.c. 2x4, 6, or 8 16d 8" D.C. Note: Nail along entire length of L-Brace • ' (On Two-Ply's Nail to Both Elies): Web must be same species grade (or better) as web member. - Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover BMW of web length. - L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or2x4 1x4 jj2x8 *** 2x6 1 x6 ** 2x8 •*+ "- DIRECT SUBSTITUTION NOT APUCABLE L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing WlSlkze 2 2x3 E�2x4 2x6 2x6 W 2x8 .*t —DIRECT SUBSTITUTION NOT APUCABLE. Southern Truss Companies, InNedllamc T Al 2590 N. kings Highway e. ,}Ar a "2c SOUT14EAN r�13�_wff: at>c TRUSS Fort Pierce, F1 34951 Daie: 3/302018 8:58:toAM Compa7 SohlSas.N T74,;s CQiY PAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pw: I of I Mawiai 2017.7.1 [BWd21 Datab= version: 1565 '!Span Pitch Qty OHL OHR CANCL CANER PLIES Spacing W IPPI_Y 45$0 5/12 3 0.&0 ON 0-0" 1-H 1 24in 235lbs 45-&0 -- -- 7-5-5 7-SS 7-&5 7S5 7-55 7-1.6 14-0 i 7-&5 14-10-,1 22-4-0 29.35 37-2-10 44 4 4 5x6 - 5 12 12 5F_ ___15 3x4 / 3x4 4 6 4x7 3 —3x7% do 7 U4 % 3x41 8 0 4x3/ 7x6 1 ,x5 1 g 1 , 9 4x5- O 1 T17 16 15 14 13 T 3x4- 3x4- 3x4- 3x4- 4x4- 12 3x4- 11 5x5 - I 0-M 810l &10-6 9-2-7 &10E 887 1�-0 &106 17-8-13 2&11-3 35.9-9 44-0-0 4 Loa.ling General (A Summary Deflection L/ (loc) Allowed Imd �� (peg BkjgCade: FBC20171 TC: 039(68) VACR 056n L/927 (1617) L/180 TUL:1 20 TH1-2014 BC: a49(17-1) VnLL* 024n L/999 (1617) L/240 7aL: 7 RpMbTm : )Es NI4: 096(544) OWCH . ODIn 2L1939 (10-0) 2L/12D BCI2.; 0 DOL: 125 % O"IOHLL' OD1 b 2L/999 pa10) 3L/120 BC' 10 H-CR 015n 11 Iiat00�ffi(LtX,'lfvlgk (13-$ 2ya) (2D- 313;66) (3042,1-14j2) (404343,2) (500,3-13A) (6940}1372) (7D41,I.1022) (3:1-lQ4-7,12) (9D-103-IyQ) (10314A-IA.) (I12-440R) (129033A.1 (13M40.) (I490,' W OS", A) (160QI-12A) Reaction Summary n �k, ft22 o Bre r Ma l P*&,V.M M-TR . MaxOa U* M.V"Lw M.Lw Mmmolt I (MID 8n Om Ma q 3DOF 1,7306a - -736bs -7l6bs 142Ea 11 (Rbq . 1 8n Ga Ma y 3M, I,9176s - -781 bs -78I bs Ohs Material Summary -Bracing-Summary TC SP(A-9052013)522x4 -Ft TC&.ft S1-hdorRd..264Mdgpby0hat I-3 SP(AL90420I3)S52x4 3-5 SP(K-905-2113)SSN4 BC SP(AISOi2013)SS2r4 BCBrerig 9.iWo Mmat56QRaindmp,byOfi_ Wbs II SP(AISC6-2Dl2)k32x4 9iic SP(AL41i2013)MM Loads Summary 1)7h peab diordTnets A d®dbad; 2) 4is ISns40f�' hasbe>tdag7eifQ/rdfat;dwidNWd..Am.b..i.4iDM-ILO,OCZ)iw�ddnaligxt1(9r�huErtagE�aaacC,PoNFidmd,Cebb}ipBu gC3�ayR(f=IDD),OwatBF(g 4)33fth=I5f{T&F1d7meTrua,Nedicedv.�mnsdeail](I.=It0,OC7meNdh4ft 3)M-- snag---badnguaxa iTBCTabkl607.1h.smb-.ppTd Me Forces Sealy TabEi�ecMm hrlQmaxC9,maxaxblfoe4(maonpefa¢dddfaesfiomrtmazelfrse) TC I-2 0.444 -3}61 tx 56 0957-26566s 9-10 0565 -Gni. 2-3,77bs 6.8 0294-3722hs 45 OAM IM &9 0602 4VAh DC III01 0353 VOW (-266h) 1244 a467 2,529bs (-1P98h) 7 a44894 r7 bs ,Mbs)1I-12 QFbt a477 2931 hs -I 38h: 4-15 0.448 1917bs (73h) 4 2-17 a107 337hs (-2691s) 5-:4 0955 844hs (-3946s) 8- 0953 -2,4M hsIA 417 0.458 5031s (-270hs) 6-14 06a.5 -63M 9-11 a190 600hs (-525ba) IS- ` 1 \\\ • 415 0.730 .6robs &12 0367 475hs (_217M) N\ 1S 0348 s9aba (4211a) &12 OD% 3Mbh (-218bs) 1VOtC's� \\Ih I)Thad"sbnnsaimlSCB7_IDasrdemodby1rZ017Ftrih�il'ngCade 2)V6sCReid}iorcC0.aMewtimla.dMcaralddb�rcd¢bWchadpYstroapmmpuavofddfmondumdmdbad,mmpelavQfl II.+(Y.a-I)xllfl IL'neovida�sti�A1511IP71. PE 051 3)Agiaffayyy'mrolfa=.Cq--O$O,hasbmia)pidbhThelbt dn-imn-d.Fv,wltsbaalma2D%Fab(mi .To6—.AmdbyheTn Nta,.I. a MAMIM 1-20wS bn236.9 4) ISZI l�ri6mrua�aehcallnsait(QR)re)u:vdashebaim(5)3onnRoasafClRm�6eadonneljdagaeFjb�aad,$I)W®QRBRACfl ForalemusDQlLsanddag7ralhadga 1 * , UWFBREMURCE S)Lbdwl a Tft,.&-b...dmMWFRSO. Wft ' �'fl r STA RID \ �//iss _ orvA i u I `ENG I47f1�Aaigdhsdsgn9a16efvnrhdDheaedsno><rmr.Ttedogndh'sidn amaaq vdompinxadfrcnfomaonseRrlibyheBiif� ltsiseb�ton aaus�dsa$imimsapp4'nib9'InT Menfa B11an1V1.BI 17lvgncAmmi'vih'sdaniig"rid®aaa>}v�oflmfwvfulergiimn�am'Nrysforhen�onpemnd�9ioanScfemuetngrardfe"Inpnswinfmrmion&Gmallla^pagcforadd6xdidoma6xNmramph�d.aloey nandanael�rySmpam9mg-TkCmgnnyfrcbamdaro:� tordrtfssymt 692-2762.AImn�ph6am.?t7gs udsfe�.d iphesDe'stoAmaibya'I3"ufid, iidzean 18gavgpeSorSYIS,ufiihidmW Vol eeiDn 18gsuMA_ Sas.Fsg,Yf)6a51 255041-tkhR5=Fl34951 T �o 11 T Southern Truss Companies, Inc. Thiss: A 10 _... , _. 2590 N. king, High�y � �}�1 A SOUTHERN LtN;:. Fort Pierce, F134951 Date: 380018 8 S -11 AM r1ed S0hdcM7M CQMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ION TS1I 2017.7.1 [BI1ad2] ttaba version 1565 an Pilch Qly OHL OHR CANrL CANTR PLIES Slydcing warIPLY 8-0 5 /12 1 0-0U 04W 1-04 ()() 0 1 24 iu 2181hs a5-" 5-7-12 7-1-10 7-1-10 7-1-10 7-1-10 7-1-10 &7-12 tOlYO 17-1-10 24-3-3 31�-73 38-8-6 45-8-0 5) 04-0 �� 5x6\ 3x4- 45- 3x4- 3x4- 3x5- 4x5- 1.5x31 17 16 15 US- 3x6 HS 18- 3x4- 14 13 12 3x5HS18- 3x4- 3x4 - 9-0-0 &11-0 &11-0 8-11-0 III -0 10-0-0 1&11-0 27-1. 3&9-0 Loading General CSI Summary Deflection L/ 0oc) Allowed rmd (Pd) BOgCndc FBC2017/ TC: 081(7-9) VnCFL- 094h L/SM (14-I5) L/180 TCLL: 20 TPI I-2DI4 BC: 0.6 (1547) VALT- 0.431, L/999 (I4-15) L240 TCLL: 7 Npmkrm : 1's �: 090(941) )-M. 024 is II BQL: 0 ❑OL: w% Q.PF--.%r=20 H_IL:II TO AaeOfFffip,a7C 'WBk (1.�7-iz.l-9A) a"313$5-) (30.1311,78.) (4";I-SM (54g2-OA) (60AMA) (704,%ZA) (80A,I-120.) n (9OAMA) (10:1-123.3,90) (1113340) (12D038A) (13M-12A) (1404)33A.) (ISD438A) (160-W-12A) Reaction Summary -Tr !;Type &x(bmbo B Wdh Ma" PAdBTwM M.Rmd M.GayQM M-WdL (Nhl) I 8b Cuio'QMamry 300 it I/g4bs - -746bs "1 I H (rl) I ISh - 300In Ib956s - -7726a Materi Bracing Summary Tc SP(AL905-2013)A22c4 aagc TCBamg SI fd.I%.*sat24A,AxfndsgabyC6- 3-5, SP(AL90S2013)SS2x4 5-8 SP(AL97'3013)S42x4 BC SP(AL9C62013)SS- BCBtadg Shmfd.P i-til l-0Pf dagsby0hms Whs I SP(ALS 2012)f02x4 _ql 9.11 SP(A1S06-2013)K220 2)Ttisnaghasbmtda�xdfaf�edf�duidbadsnaonrdasKeSdsA9�7• IOy%thfolydtgtsad43nd:ps 160tr4thtdiregE�eC,TirtfF4dtd,Csbl#TµBul7'r4g(3egayRQ=100�OuaalBHg rins401Li4733$h-15ft + T gN&.2 dw�bmnddeatD(iPIb0,CCZ—%Vdh4R 3)Mn-rtnimm-agniebadtnandmmv tIBCTabk160Z1 hasrgthenappiat Member Forces Sumn1ary TebbMae MmdclgmaxOT,ma=a=hlrp�(maxmmarp�ra4r�ab xnmaxa hlrp� TC 1-2 6ma-3305bs 4-60561 4,4346a 9-10 0667 obs 2-3 0707 -3,S01h 6.7 0549 4317It 34 0403 h 7-9 0811 -2J&h BC III II-12 0510 1,426bs (-Ip26bs) MIS 0556 - 4S591s (-%686h) 17-1 0557 3AM hs (-%2M 12.14 OL01 3 17hs(-2294h) 15-17 0610 432DI.-25691s1 020 -381 bsbs) 2 -228 bs 9-12 0456 1,123s (462 12-�7 7 449 7bs(06.15 64 029 -375hs 9.11 09DI -2g33ls -IA 05" 381 bs 7-14 14-17 0246 605h (-26hs) 10-11 0067 1956s (453 L 14-35 0155 38666 7-2 047I Abs to -truss Connections Summary mill CkffidT— C.ssyiTTtas cenynparld Ak* Mll3 AIO BIG 12-54 27mg � �v r�e:mdanshm DdLDI.b—d—.'h.QWMI. Ins. rwalmw&i uClRsand&go lbmngae -7726s Olt 11 5x5 - B1G PEA 051 / 1 '--0�6STA o�AiBMN EN\���� �Ynrpmai„affixd,byhBa3ing Brian M. Bleakly nNman®rph�d,albe Sha&&076051 ovnl3pst(epbe Ii95U K.,ocilnhARnm Aif051 T- T L-d TCLL: TC4.: Southern Truss Companies, Inc. 'truss: ANG �:. SOUTHERN 2590 N. king; H�' wa Y m ProjecENac: T��k�r a 1833-A-La d*= TRUSS Fat Pierce, F134951 Date: 313(Y1018 8ss 12AM solulibmw COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: Iof3 Truss )17.7.1 [Build21 dxm von: 1565 3 Pitch Qty 0111, OHR CANTL CANER PUSS Spacing WGMPLY 0 5 /12 , 1 040 000 1-" "10 2 12 in 2921h; 45-&0 4�-0 3$-0 635 6-3-5 6-3-5 6-3-5 6-0S 635 4-4-0 &-0-0 1� 43-5- 20-6-11 r— 26-10-0 33.1-5 39-4-11 5x 5x5 HS 18 - 6x6 - 12 Sx8 HS 181 4x4 - 1.5x61 4x4 - 5x5 HS 18 - 4x7 - 3.5x8 - 12 44 - 5x5 HS 18 - 4x7 - 4x4 - 7x8 - 47 - 6x6 - 2.50 4x6- CJ8J8 J8 J8 J8 JS ® ® J8 J8 ® Dll ® DKI J8 J8] FJ-811 EillJ8 J8 -61G 0-0-0 0-0-0 '1-0-p 6A-0 6.35 56-35 6-35 6-3-5 1435 20511 26 1�0-0 33 1-5 39 4 11 F 45 8-0 T General (SI Stummy Deflection li (loc) Allowed (0) 13t1gc k: IBC2DI7/ TC: 047(23) V M 1.15n L/457 (16-17) L/180 20 TW 1.2014 BC: 096(I¢16) VnLL, 05n L/999 (1647) L/240 7 RgpMbrino-a• W �: 092(10614) H-OL 019u 12 0 DOL: 125:6 OapFaar Y.a-20 10 C (IS11,1-3f1.) (200y13JZ) (3b3,41 1,78) (4:1-12,5V) (5a0,442X) (60Q212A) (7.1-12,' $M) (804}42A) (9:1-12,4-12A) (101-12,54A) (1140, -4A) (12.1-12,4-4X) (13:1-12j4p.) (14:1-125-8(1.) (1500,19A) (1&1.12i-8A) - 1 (VbA I sit C.m Maaxxy 300n 3302.bs - -W 12 (r—) I ISh - 3A0'n 3/716s - -2M Material Sunmlary Bracing Sm ma y TC �(AL90i2013)SS2x6 a� tg TC&a&SxaFduAxitsat44QAxind�b�OMa 1-31 T(AfSOS-2013)352t4 RC SY(AL�i2013)�2f6 --Pt I)CB.&g Sb tdaRaf w440,RuindiMby06a: 12-1 SP(AL9O5-2D13)fR2a6 Ntls ( 5P(AL505-3D12)$B2t4 apt II-13 SP(A SJ5-2013)822t4 16ota�aeaakE�! �RurF,�,µcewelrR�ad�gat�xyn (t=1no),oesoetly -],Wbs 1096s .2Mbs Obs PE k05 J STA 14: iss GNA i `o �� a��r fin,•k Brian Bleakly sAl—phadAlbe 9udE�.Y76051 .�..18p,qcphe ]SCIN K..oc1ld,Atr.... AinOtl 5 _ W !Z OIW cn,41/`O� i `o CD Ga•� M ^mot T CN 14q 8 14�� b� n = Li. = 5'0 cn N o gxs9�xxxxxi919x � OO � NNNr�n«�«Rrnng���rRntin��r�n�nn����n�«� � NNN���r�NR��Rnnn�r�r�rnrNrRr�rn�.:n�rvnR a LS �f� = ggq__x_�xxa___n�_xnq��� 5_____________________ _�__-�_�_�_�_ __ R ���3RQRQwQgQvGWGWORm�t2�����®�t2�t3�t2�Cd$0 h� �bba W an"�_a16AAaa 223 22 � zCL '` Z � � �C��6 � 1! � � �dC CSoo' �-• _-.---__•J-_-,-_•_ _�-.-�-_� __yyy_p_y gp yp yyyy_yyyy-p_7t_•q _y7pp__y y_y—y____ -y-py __y yy_-�-.7,- -—y-g_-yypy _ _ p—y p_y-yp p_�y_-y-y___p-y_ __--_p_ -_ _ - ___ _ - -__�_� :E7���&�&000000&&&0000&00&000000000000�0&p00 _ �< c'�&600000000&OOOOp000000000000&0���000&000 � ,R 58- �9 Tt"ss' Southern Truss Companies, Inc. SdUTHEAN 2590 N. kings Highway Tn � &,c 1n S Fat Pierce, R 34951 Date: 3/3=8 858:13AM CorlipoaefnSollniolsTRY TM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 Of 1 Tfl� Tsai 2016.113 [Bwld 10] Maferial'Datalwe�usi= 1565 (Span Pitch Qry OHL OHR CANFL CANER PLIES SP-* wG7/PLY 4 S� 5 /12 2 00-0 000 am 000 1 24 in 25411s u 44-M I 74)-0 7-0-0 7-0.0 2-8-0 7-" 7-0-0 �I 7-0-0 14-0-0 21-0-0 23-8-0 3t,_. 37-" it Sx5 - 5x6 - 5 6 12 12 5� �5 h 3x4 3x4 \ 4 7 4x5 / 4x5 \ 3 B `g 3x4 / 3x41 9 4x3\(2) 4x3 / (2) d6_ 1 3X6- ,o T 16 17 16 15 14 13 12 11 lx4 j 3x4 - 4x4 - 3x7 - 3x4 - 44 - 3x4 - 1x41 i 000 0-M 7.0-0 2&4) 7.0-0 7-0-0 7-0-0 14-0-0 21-0-0 23-0-0 30-8-0 37�-0 44$-0 Loading General (N Summary Deflection L/ (loc) Allowed Load (pd) BBgCode: PBC2017/ TC: 082(7-9) VnOt omit L/944 (1344) L/180 TC(L: 70 7A1-2014 BC: 067(IS-17) Vrti]: 024n L/999 (1}I4) L1240 1 TCQ.: 7 P pMbrinaoas<: Ca 058(5-15) H..M. QI8h to BC(L: 0 IIOL: 125 % Cmq)hdx, —20 BC1X : 10 Pla.QT9SPm�' g8 05-059A) (2-I.12j4,21) (3b-12,1-14A) (4:1-12; --= (SD.*9A) ((d-123.8A) (7:1-I2.1.1= (80-12,1-14A) - '� (9:I-1231�2) (1050,5-9A) (1140j-8.90) (121-173-8R) (1300;,0) (14D038A) (15:1-123MA) (160-424A) (17:I-1235J1.) (1800.3M.9Q1 Reaction Summary J,r ITYPe &¢Combo Bmwit, MaDal WBgW±h M.lbw M.GavLbift MazRMUptft M 119t M.Fbri, I Pil;(PVbq I sh Ca Mamwy 3mu 1,716U - .7421x -7421a 134 bs 10 }B,Yw(Rhn I 8h Ca Many 300i, I,726bs --7422as -7426s ohs -Material-S�ary Bracing Spry TC- I SP(AL9(Y 0. 3)V2- --pt TC&a6g 3imtdarAvisa0.80,AcGid¢gnb�'Ohe' 1-3' SP(A1S0i2013)S52x4 8-10 9'(AMS-2013)SS24 BC SP(AL905-2DI3)SSL4 a- t. BC&-,&g 9.dWaAaiaat5-24%%f dojpby0h- I}16 9'(AL936•2013)QN4 Vihs SP(ATSM2012)ISM Sid, SP(A19052013)921,6 Loal Summary 1)nsau11 hasbandr jxdfahedfmsdxb IOpeibovndnrdbrobadp4cdmdbad; 2)Th'aDeshasbeadwg�adfa/rdf,sofuidl�neoznfaria:uf�44'P7-IOuhkfabu:puadS.DliQe I60mphatrtmgE�rC,FJ7Fivfisd,CmbLiip,BuNDBCatgayR(I=IDO�QeaIBNg i5ms40foi�4733 fth-15ftb4mEdZ—TnQTFYc,d-�bmni oedDQF1/A,OCZ—Wdh4fl 3)M:imv'snzgfarcba fthaansd.—,ATBCTabb1607.1 lasnotbano(gial Member Forces Summary Ta6kidmtsMmb,lgmaz(3,maxamlronrcmacrw¢'fddf„armmmuaxelfaaj TC 1.2 0570-3j496s 56 "56 -V54bs 9-10 0567 -3348 bs 2-4 OffiI-7y866s 6-7 0.787-23661a 45 Q0823784-2369bs 7-9 -2987bs BC 10I-0.121 3MpI, (-1/51bs) 45 0587 2,021 h(-8bt) 18.1 05W 3J01s (-I,461 bs) 07 �_/ �(� �� �\\ 3oob, 05a) 7 064 266ba (XON � M . BC •�� I. I2-14 010 76-1 18bs 17-18 0.411 3001 bs (-14611a) ��\ �� ice—'—� lilts (�� S0.08f2096a 5-IS Osn 6386s (.328bs) 7-12 0172 -424 hs C(�I -0016; 615 0136 2•l4hs (-2566s) 9-12 Q496 -0OOba �1GCN�2����/ 12-:7 2 Q497 \�\� i- 4.17 Q171 422bs (426s) 614 Q473 6176s (-269N 541 0.084 2081. 4-15 Q424 4i40bs 744 0.427 -846hs P E 1).- t dmM1sGE7-10—r—oibyt.2 fb idaBuidngCade *1 4 2)Vn FirzCRaieMerc IardM¢acalQihidsBebNebadfialmapmn�panaofddtrriondrDdDdbe4ompmdasOdl iL+ (K142. flIli�aoDrdanass�AT3/fA I. . 3)Agaafsy�uol6xtx,Cq=1.13,hasbane Ppl�Dfep§ehbalm�and�uabsatsp�alb7hTmsMuadanacp,A1.67/fP(1-2(102Sasm242 1 4) Ra'h+dePued<a'egcD paaapnndg kT 5) ® trmain(C[R)r¢Pudatdrcbmim(s)9wnRwsafC(R,D,�bndaNatll�B�iYtr'^m4aL1W®QRBit/�FaelamiesDCfAsanddagonalha6pa ¢� /O 40R %NAL W(TCEAaopfofh'sdsignAwlbcfimildDlD,a£onmrear.Theh �noflwid)+IiDlrs�nbaadmdzz�,tea�drapumacsµyhl6yhTn xMamdanosandr�ssyonheaowaq aidnmpW�:ofhenfomxeonsifirhbyhBuii'rg Brian M B) MIdy IL�nAsmimh'sdau:gidinlsaaxpaimof(mf�mialeginrngigmddrynHs'faM,ffiax�aeed�ShwartSeMmsciegrradhe'ImpvambdomaionB:Gnaaltld (DBefaadduxnl nfama6nAlosv�•pha4Dl be SDuFigtl76051 marwhuaal{rySmpexn9DigTfmgranyircuaomda�urt� I-S2-2762.AImm®p§�sam�ppsg;inl�lrpeil'dplax�e'sfobuaibja :18"wbfiidmrsan 18gasgepbRaSB' 18;wtid, id��ahgheeon 18pugepNe 2590N 2hhR14ra:Fl34951 i cl, TM Sol"� r 3 Southern Truss Companies, Inc SOUTHERN2590N.kingsHighway TRUSS Fat Pierce, R 34951 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Thiss: A3 rssDcs �,I. 13�'�'7 Date: 3AW018 8_%-14AM Page: 1 oil 113[B21d10) F�2O 14 'se version 1565 i Span Pitch Q(y 44-80 5 /12 1 0111. OHR CANU CANER PLIES 0(10 a" OU0 000 1 Spacit 24 in war/PLY 238Ihs 44-- , 7-5-13 11 1 5-5-9 6$-0 i 5-5.9_ -- J— — 6-0-7� 7-572 13�i-7 195-0 2550 31-1-937-2-0 44-6-0 63 5x5 - 5x6 - 16 15 14 13 12 11 30 - 40 - 3x7 - 30 - 40 - 3x4 - 94-0 6-6-0 . 9-3-14 19-M 2550 34-11-14 la6ling eneral CSI Summary Deflection U (loc) Allowed Load (PA Bugco&: FBC20I7/ TC: 063(24) Wat 06h LI876 (II-I2) L/180 Mt JI 20 TA I-M14 BC: 090(14.16) 1 VnU- 023 h L/999 12 L/240 7 PpMbrinaaue: \(s Vdb: 036(614) tb.(X Cash 10 ffi 0 DOL: 125% 0lVFamr,Rv-20 Rea 'on Sux m Cry 3r ITv I3 xcmhD 1 (44f) I 10 (ram 1 Mat 'al Sunnnary TC SP(AL90G2013)622x I.3 SP(A190Ga713)ES2x BC 1 SP(AL90S2013)SS2x I2-I SP(AL90S2013)022x lVSs SP(AL90S20I2)692x Ma SP(AL906-2013)tM ISh 3ADil --pt &10 SP(A[9052013)S2x4 is - saint Brachg Summary TC&adg- SsmhelarFbsGastb7-0,tiaitdagnbyeliaa- 13C&.&w Shmlr w%i at4-114ftnisdci9sbY0h- -742fs Ohs 4x31(2) B1G 0-0-0 9.80 44-6-0 I)Ths m�hasbant hdfanArb IORibo dxxdMl dplsdmdb.& 2)Mfs �haslmsdabsisrix TmoruWbadshaoardas %&k9 7- l0whfefob4V=dimli0t 160mphubsngE�pnveC,Fv6�Fi,ded,CebY}rp,&sil�Catgvyli(I�IAD�0.ca1B6g Uirss40 4733fkh-151ttAx&,dZ—Tn.s Nih.e0,.b n'd.&DO-IAD,OCZ—Wdh4R 3)M" stingnscha3gh—dasmsATDCTab0607.1 hasnnbm,appid Men her Forces Summary Table�sMa d clQmax(S maxaxelfwq(mnxmn¢tu¢Sddfaaa0vnmarm hlfortr) Tc 1-2 OAS-3,W6s 54 0666-2,758bs 9.10 a470 -3,Wbs 24 0"-3,157bs 6.7 Ob70 -2, 1. 4.3 OB71 • 469bs 7-9 0670-3157fs BC 10-II 0504 2932hs (4,492M) 13-14 086 2,187bs (.994hs) I&I 03M 2933fs (4097bs) I0113 0287 - bss -I bs) 14-16 02% h-I 78b wax (23b) -14 a5(BObs (25h) 743 0261 48b t110(-159f)46 443f64 0.I58 256 h(-254s) 74I 0.180 boas (-160ba130 4-4 02M -"bs 613 03i4 630bs (•230bs) 9-11 0095 299M (•2bs) N\ o-ti�C�E—N nos Connections wry n) CaniaiTM Tnw ' Q9'ss A3 BIG 2-54 270hg / RE k051 NotesI)The sbad.ASCE7-IOasdaadbytrM7FbftBtiLtg(bde3)/W. ram.G)-1.13hasbanappidDhephbheals�srs¢d�svaissasymTelb/tseTntsMamffaampcATSlfPll•2002Seai,242 STA4)TA 6) f.,r..—bbl—ia(CLR), poach bfi.ns)4v-RoMsofCLRm bada)Sa,ds'&g—Vbmad-6WEBQAIDZACE Fara►nawMDa S.,.d&V,db.mgai��`O�`\�\\� 7)liadv s>p60smuomta�onMWFRSedylmdrsg /NFA`L\\\�\ ll1 f Illltl� rx7n�Axgyofd¢d�dalkefanddo/ mtaar.Thedgpoff idn�xlhis'stamlmdsgnaihedrefuvrossgpinlbgheTnroMamdaNeanddsupmieamvayaMaxnpLu�ofhehimreionafohbyleBuidi6 Brian MBleamy / 11z�r,eAss,YJ1,-•,,tisdrawig'adrassae(tancofpmieataing'smi6apuei'FiYss�'fahenssmnponeeds�nSFvnnSehemtc{ngaardfe"Inspo,amardmrmron&CcsealblXs"pageo- add'anal-M'amaimAlmrv�rp�dsalbe Snn s!]GOSI `''% ...,-.r.,.,,..tiuG..er.0...aTdS...e...l...:.......1....�.iAFm_'f]R� e�...........6t...'NIm........1Q1......ad..l.�.....nJL....11-.a �P..�..l...a' ,a ...-.�, , �..w-s ��. ,c - Southern Truss Companies, Inc. Thm: A3A e SOUTHERN 2590 N. king 1Fig sway � ]ttdflle: � i n A -mess Fart Pierce, B 34951 bate M-4=8 8.58:15AM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 Tnm boa 2017.7.1 [BuM 2] material batahm %ersax 1565 j Sp- Pitch Qry OHL OHR CANT L CANf R PL1FS spacing VJGP/PLY 412-0 5 /12 1 000 000 040 0." I 1 24 ui 228 kb 41-2-0 7-5-12 6-0-11 5-5-9 6-&0 5-5.9 I 6-0-7 I 44)-0 i 7-5-12 13-6-7 19.0.0 25-6-0 31-i-9 37-2-0 41-2-0 it 5x5 - 5x6 - 5 6 12 12 5 — 3x4\ �5 3x4 / 3x41 4 7 3y/ 8 3 1x4\ 3x4\ 9 m 43 / (2) 1 5x3 1 0 N N IN 1 d 1 15x8 1 T17 T 16 15 14 13 12 11 I 3x4 - 4x4 - 3x7 - 3x4 - 3x4 - 3z4 - 3x6 1 I 9-3.14 6.2-2 F 948-0 19-0-0 25-8-0 34-11-14 41-2-0 Loaning General CSI Smeary Deflection I./ (loc) Allowed road (pd) BBgcDde: FBC2DI7/ TC: Q74(1-2) VnQb 05n L/960 (1617) L/180 TC[Z:i 20 7791-2014 BC: 093(I244) VnLL• 0.18n L/999 (1617) L240 TCCL. 7 PPmb tn—: V. Wb: 058(9.11) )b7Cft 0.14u 11 BQ3.: 0 DOL: 125% erpramr,Y-20 Pbx:011as(L¢7{YArLtk (124k4-590.) (2OQ 13S6) (30-11.1-I0,72) (4D 0313J2) (SD039A) (6:1-12j8p.) (7a0.'i13�2) (8a11,1-10,n) (9:1-IQ4-=) (10:1-123tya) (1)3St-SX) (1240,%U) (13041-174) (14D4138A) (15:1-123SA) (1600;Z.Ol) - i� (17 ) Rea 'on Summary Jr !rya. &,.&s:Wdh Maxrhl RgdBm Idh M.Rma M.r-a U�B M-WFdUpM M.Lw M-H.& 1 " (NAn I Sn C—Mm" 300n 55M - -679hs ;Xts -679hs 169 bs 11 HROICIAhO I sinCa Masm 3DOn - d896s -689hs Obs Material Suumrary Bracin-Summary TC SP(AL9CS2D13)ff22x4 7CBnnrg: 6hmhal.P f 2-KPAndgn ebyoMz BC 5P(At31i2D13)M2.4 crap[ BCBmdrg Sh txdmP f u5-I-AAd.&iVbyof m 161�i 'I SP(AlS]i2013)S92x4 Wh SY(AL90t2012)fr32.4 Wfi 8P(AL5]L2D13)4R2x6 LoaI� Summary 1)Ibb hasb-d.ig lfbrf—T—d.rb 10µdbonndudi,.WdphsdmdI.& 2)Th'stuBhasbmih�elforlbdr�ofwidYad;namdan¢.�A9�7-IOv]ihfoWi�gls�dfidigiS 160rryhuk.mpE�eC,Ti.FjFndeil,CabbFr(.,&diilg(3xgay8Q=IDO�O.aalBk� 6m..4733$h=15ftWErdZ—Tnm�,N ".Am.U.e i OL-Ib0,CC2ax:Wdh4R 3)Mmt=ar=Wdigne®rda=¢ CTBCTabh16071hasnotbm.app4d Memb) Member FormSlunmary Tablodn�MmbclgmaxCS,maxax�lra�(nmx�,raaaudnrm,xnmmaxaxblra� TC ,1 1.2 O739 -%Mbs 56 0638 -1,Whs 9.10 032D 62bs (-31 hs) 24 0620 -2,Wbs 67 un-2AI31. 4-5 0641-2127bc 7-9 0535 bs BC 1-12 089 (-8bs) 14-15 0&s 66 1470h) 17.1 0.490 2677bs (-IQObs)12-4 0933 -IDI2h) 15-17 OS38 24bs) 2-17 0.102 309bs (-254h) 6.15 a139 341ft (-133h) 942 =6 458h (-114ba) \Q-� 4-7 0.88 466bs (-171b,)614 W46 369bs (-59b:)941 0381-2,096ba 0266 b095 xau oDao 127h (e66) 15-5 72 azs 5OObs (-n5b1) - om 246h � i Notes), I)Thc6¢& 2)Vnati,slH-Citx.etew6.lardh 3)Agaa6 L'Yc. / \ i bWdan7XE 7.10asr f—Abytr.2 Mail.&)dngCude ,1., PE 7 051 ` riz xMdd6*m&sebkCWpkzf. gmnip .rddhialdl ddi.d,alnp,.3.Dd1u.+(K - 1)xDdLDJla�l¢AAFFLTR 1. , 16mr,Cq�l.l3,hsstnnappWbhepbehxmlre;� wh¢asspz;fidbyhT—Mamdan l-Yp2S®n242 4) MANSVMI xxtraivgebpeeapord'rig _ 7� - 5) o�lixdw 11WEBRFlf3� irmaix(CfA)r�uiclmtehmim(s)9imsnRmsofClRmuab®d¢pedyd'ngorceNhaml,aDWEBQRBRAIf Fxa1>.afrsbCLRsvddegoralbramga Wfft a tas�dmMWFRSChyW g 7 —_ STA / �OR1L : S ONA i FDIICEM•gyorhad�dalhfixnit�bhnminmo-aar.Theorh'sid�idalnes'sbaalmdatrnardrapim�aisat4Liltri'hTnctManJaasQardrdsupmhsmaay mdmnpLfmsofteidartaimmfahbyhBu3fig Brianl\'].B)Ca1(1y R�rAsa mh'sdnxig'rd assaamanmofpmfi�mlmgnmig.q.au'bFrya+liyfal.essrsaxripomcMg.shwn5mfrcmuc�QtaMfe'Inynb.uinfomerim$.Cmeail�5'pagefaraddi'voin(omss¢nNmvnarpbafialbe &=Egd7W51 mend amdl Smpvn9rxgTeCmge�IfRna®rdanmrsv.E92-2762.AImR�phasrt3lpp.gqud>stesRi£u)phtmt'sfoinulbya'-18"uAii�'ndiaaan l8ga.geph5a'Stl1Y,uh&idiatsehghbs@n l8gaugephe 25gp)y FfehR n34951 I 1-d Soudiern Truss Companies, Inc. Truss: A4 2590 N. kin Hi wa Y ProjectName: 1833 _Adn d SOUTHERN� T�:n-S �� is S5 Fat Pierce, F134951 Date:3315 018 858:15AM mtso111tim.gm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ION Truss 317.7.1 [Btnld 2] Rase versicm 1565 n Pitch Qly OBL OHR CANT L CANr R PLIES Spacing V116mY 0 5 /12 1 01" 000 1-00 040-0 1 24 in 250 h- 45-M i 1 4fr11 6-1-5 6-0-0 54-0 54-0 6-0-0 6-1-7 410-9 1 5.16.11 12-G-0 16-0-0 234-0 288-0 3a-6-0 40-9-7 458-0 4) 5x6- 1x41 5x6- 4x31 19 18 17 16 15 14 13 20 3x4 - 4x4 - 3x4 - 3x7 - 4x4 - 3x4 - 5x5 - 3x4 - B1G �411 7$-0 9-0-0 54-0 54-0 9-0-1 7-11-15 18-0-0 234-0 28-8-0 3751 4550 1 General (NI Suannary Deflection I✓ (loc) Allowed (.sf) BBgcode: 1BC20171 TC: 0.74(9-II) VnCR omh 1.I840 (I3-I4) L1180 20 TPI I-2014 BC: 099(19.27) VnLL- 02Sh LIM 16 Lr740 7 PPmbrrnomz: lis Nm: 0.78(945) casa/OFirU 0o2hLV X1999 (I -I) 2L/120 0 DOL.: 125% CuaCIFIIL 0.01KIP 2L/999 (1-I) 2L/124 10 V—Clh 021 n 12 c (13-14 Z-IA) (21D-I2,4-39Q) (3:1-14,4.9X2) (4611,1-1=) (5D43-= (6:1-12,3.W) (7043- .) (M-12,3-W) (9D0.3-13A) (I00-I1,1.10MM) (II0-0}13X.) 023$4-290) (1304"A) (1400(2dR) (ISO 0J-SA) (160.�44) - 12 BRuI(fn� 1 ISn mateil3l S UIrOlary TC SP(X335-2013)K22x4 104 SP(ALgO&2013)SS2x4 BC ��� SP(ALKX20I3)#22x4 vjbe SP(ALS05-2112)#320 Sde SP(KS0S-2013)#21,6 TC ....odmax..y - 300-n Ib 1. - -7361e Bracing .Summary -apt TCB,aa97 9.Wb Paisa2-6ARvodmpby0hn BCBmag SI.W b-d.odlirf-lfaEdueo Iopdbo dxxdiwbadpl dadW& fxmde�nifaoedl'asofaidbadsna wi�A9�7-INA9.lblmiigo Mixdipa I60mphutirekEs mna,AJyEdmAQbblip,BAftCatMUO=IioolO a1Bdg nkh-15ftllb,FMZ—Tnc,M* redad,az6d..LDMPI,60,CCZ—Wdh4ft ngmzi.ba&gnammdan mbIBCTabkl607.1basmtb=appid r Forces Summary TabkidmgManbclgmax(3,maxaxelfo q(maxmmp fu¢ddRaevfmmmaxaxelfaaj 1.2 2-3 3-5 0315 033d 0688 -374bs 4866s -3 4bs 56 6.7 7-8 0667 OE35 OM4 -215ch -2,419bs -2419bs &9 9-II 11-12 Q701 0:141 0327 -2j641e 106s - 179hs 12.13 o977 2a33bs (-I XW 16-17 (1911 2,793bs (4,074bs) 2DI 0510 385 bs (-101 13-I5 0977 2,718bs (-1,411 bs) 17.19 o999 2A51 bs (-I j6 N 15.16 0926 2312bs-1090hs) 19-21 0993 2,692bs (-1417bs) 2-20 Q126 3956s (-373bs) 6.17 0377 509bs (-145hs) 9-5 Q779 -598bs 3-W 0.743 -2A27bs 616 QI57 3851s (-199Is) 9-:3 QI78 3161a (-5 3.19 OA66 161 hs (43W) 7-16 0324 -272bs II-13 0,063 210hs (-71 S19 0.115 234 bs &16 0.137 337bs (-191 bs) S-17 0,697 -5356s &15 0219 5466s (•1706s) ►-truss Connections Summary QmWTssos CamigT— C.*kz0ft A k A4 BIG 4-5-4 270dsg dfbaCR=tcwrialandhotuf lddb*mdmhebadpltshoapax,pu orddhimdmodmd4ad—�P.dntW LL+(V.-pxtl0 ULha®rdmmshAl,, f 1. xaolfacw,Cq-1.13,hasbmsappkdo/xpbebealtmen¢dogAwbsasspafdbyheTn Mamifm pa-N-9/rPI 1-20MSaim242 ,�am�'sfmgmphialiur}xeasmony Ahvyworoe,c-wu.ala..,ean�albepo,;dedoosMnxte�,amapala,wnbhea�asarumy. Ipcedra'nagvp,aestpddip Indaxsoxmxxabxrdraaix(ax)raauafmbebaoYKs)3o�.nxwsoran a.etbeedaTatlydisBxaybraad,sznwmanBRA[FFinaknerwaoa.Rsanddegmaltraa�gsz DWEBRErWO CE -736bs Ole \�\A M. Bt /zip PE k051 tSTA4� S10NAL T--- �N rbramaom�rad bykBay. g Brian M Blealdy nAlaxaxmrph�shalbe San ir7605t h&.mah'ghosm l8gaugepbe Southern Truss Companies; Inc. Truss: A4A -< 2590 N. kings Highway Pro1 NarnM A-Ln 7 D SOUTHERN TRUSS. Fart Pierce, F134951 rer Date: 3WO18 858:16AM ,� on�- T'M a MuiPPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax r.1w: ] of 1 2017.7.1 [Bwld 2j Malexi.'d nitakxse,a.wL 1565 . Span Pitch Qty OHL OHR CAMEL CANTR PL1ES Spacing WGTIPLY i 41-2-0 5/12 1 000 ON 04H 040 1 24in 2351ts 41-2-0 4-06-1-5 6-1-7 1•4-9 ;I .1 1.-4-275-0 33-8-0 39-9-7 41-2 i 5x6- 1x4I 5x6- 5 6 7 12 12 �5 5F— 3x4 / 3x4 \ 3x4 / 4 8 3 I� r CP 1x4\ 4x4\ `V N 9 1.&31 CP 4x3/ ,0 1 1 5x10, 1 T18 EV T 17 16 15 14 13 12 11 I 3x4- 3x4- 3x7- 3x4- 3x4- 3x4- 2.5x6l 10-0-0 0-" 8-0-0 9-0-0 5�-0 54-0 9-0-18-0 4-5-15 8-0-0 17-0-0 22-4-0 27-36-8-1 41-2-0 Loaning General CSI Summary Deflection I✓ (loc) Allowed Load (pSO Bk%Codc FBC20171 TC: 09p(1-2) VAM, O54n L/881 (17-18) L/180 TCLL:'� 20 TA 1-2014 BC: 094(1618) V U-1 02b L/999 (17.18) L/240 TCR•:I 7 RgpMlrimmse: V. Wb: 080(416) H..Ot• Q15i, II BOLL 0 DOL: 125% 0t pFm ,K-20 ' BCLa 10 PbeCfri (1nJ.'1NBi (I:K4-)X) r20-0313X) (31F11,1-10,72) (404143p) (5:1-I2j4tA) (6043k%) (7:1-12AAA) (800-13A) . (9003-1372) (IO:I-12319Q) (1138, 8W) (12003-W.) (13DAI-12A) (14403$Q) (15003-W) (16�043AA) (I70A1-IZAI (18003.8A) Reaction Summary n i��fvpa BrRCombo &gRBb Maebl Rgd&aWdh M.PR MexOavUPM M.Wdtw M.tw M.H i. I Frj (VIh1) I 8n Cang�eMasmy 300u I533Ls - .679M •679hs 157 bs II (%I) 1 8n cwm Magmy 3DOn Ij U - 10 bs -&96s Obs -Summary Mat�tial Summary Bracing TC 9'(AUS0L2013)922x4 TCR—g 9-kd BC 9'(ALSL62O13)P22A BCBmmg ShmW R ksaz4741P fndsbby0f m \l& 9'(AL90's201 1Ga4 Sdc SP(AL97.2013)622.6 Laac IIs Summary 1)Th'sll hasb-dSummarynlfakd(am&m IOpdboo nd-dFekbdpi dmdbd& 2)7h's hasb—dc*wfatedr=ofaWbu6ba®m�.ywSM7-IovAnkrbi�g—dr..i:ge160mpnwm*eEwoaRr>v►F-bt 4ChbbffBkftml«rR(I-wo),aeatBgs Dim4Ofi 4733fah=15QT4IEdZa Tn.%Nlt.adwdro,,d'& l OL-160,CCZm\V&411 3)Mbn�mmgw:bba baaadm=ihT9CTa661607.1 hasnaabm�appfil i Member Forces Smeary Table:o5misManbcmma.cs, a)Chtfa.a;(muww.fmir fffurfrcm an fbr4 TC 1 1.2 0968-297Dbs 0590 -2p61 h 8-9 0578 -I,751 bs 24 Q73.5-2,834bs 67 0601 -2A51 bs 900 0316 S2hs (-31 bs) 45 Of,92-2268bs 7.8 OIDb bs Jac itI1-12 OAS 757Fs (-4781s) 1415 OB63 IA50bs (-942b) 16-18 0940 2p55bs (-1xh) 12.14 I I1II/ 0851 1 (- 76s I hs) I5.16 0987 9bs •IA55bt 18.1 0939 Mal b0 \\111I wb�,2-8 D6216bs (_BIs, 615 273bs 12 8.416 (546154bbs -8 -1R4b ) 0.135 332bs (46s) 7-5 0.433 414bs (-256b9.1 0.494752bs 46 0.797 •612 bs 1 II 7-4 117 29s 10-11 OM6 -82bs 02n 55s 84 OD9124r5-(-71s) 15-15 Q103 253bs (-279bs) 9.12 MS -545bs �� trj -i,,\GEMS Nam \ / 1 I �f—dam�E7-1O—r—db)KM7FbH, ftCgd. PE 051 2),b , ,.CR—*<, ,dhmk rd0ddkam&.bWmdpfst-.pgy po, orddka.d ed®db d,axn„W.D!f, LL.(K-1)x> fLrLh— aag ah,,,� 1. 31/gaaf016folf—.Gq-1.13,h4b-appfdbt pbeb—arms�wbcasvedWb, hT�Manuf—pa•AT90A 1-7 MSmbn241. 5) ZadkammnFF b �)�'ndatbebmbon(s)gmmPo+aofCLRn bmdgmdydggabNtraaA=awEBCLYXACEFbab i-o(X.tsmddeg=lbrli,= -p STA .{� 60)L'adwiid.pginaaomb..emMWFRSO*k.&r, s`S7CIVAL e Tafl�AujyofdtRh�n3blbefumildbAeeawnaxredr.Thep.�ofh's6iniibltusulaafrnd-sngibhaMmryiiemissppfait9'IrcTn.aMamffaoasrdnfatp[nhamraya�dampFa�oftrhfomednsifafibyhe&�ifng Brian Ni Bk,k7 y D*� Asdonlusdauigidm�aa>pg�i¢ofPofaa nbr.daeaall'rySnp.m9o�-TeCmp�;ln-uaosdamewdiESt-2762.Alan�rpt.sam3)gaugqunlxi�eR.si'.dpbeme'sfobwdbja'18^xh'd�Fdiasan Ierg.'aTiBmpmei'bj'�Hj'farAnusom(nvai�. damn$slcmw'{agmtdfn'Iny.tEamp�ranaion&Cmealbbc pog(maddm�binfamacoaA➢mmrm'phBdarbe l8pugephKar'5818;whiii:dmaaheaon l8gaygephe �2 75gpTipGes}FdtAW¢Fl3a951 Southern Truss Companies, ins Truss: A5PrOjCCL1Ydrnl:: � SOUTHERN2590 N. kin NlehwaY TrmDLsi�- . 1X33A4n dh: TRUSS Fcrt Pierce, Fl 34951 Date: V302018 858:17AM Sotllliai5M :ItJI-f"A LAR11 2 (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pagc= 10£1 Trim lhrs oa 2017. 7.1[Biull2] Malerial,batabbe vem n: 1565 (Span Pitch Qty OHL OHR CANTL CANTR PUFS SpIcirg )N T/PLY d5� 0 5 /12 1 040 01" 14W 01M 1 24 in 228 Us 45-8-0 73-7 7-" 7-" 717 73-9 23-4-0 30-&0 38-0-7 45-M T Load 51 5x6- - 1x4I 5x6- 4x3\ 15 14 13 12 11 10 1x4j 5x12HS18- 3x7- 3x4- tx41 4x4 - 61G 0-0-0 0-0-0 -0 73-9 73-7 7.4-0 7-" 7-88 7 7.3-9 83-9 16-0-0 23.4-0 30-8-0 38�-7 45-8-0 General (M Summary Medion L/ (loc) Allowed (.54) ftCadc 13C7DI7/ TC: 094(56) 16s@: 064n LI1320 (1344) L/180 20 TP41-N114 BC: OS3(13-I4) \hd1 029 i1 L/999 (I3.14) L240 7 %Pmbrt�: 1s ft: 034(613) H—M, 02 i1 9 0 UM: 125% oaPB=.V.=20 10 k (I4-121-9A.) eUl9illl Otl (21-IOj-13;2) 11M1Ai30f11 (3D42,1-14,2) (40.131MA) 1114A'LQllt ll�I A) (5"38,90.) (60.1}42jA) 11iMiRf11 1I4M7Rf11 (7D-I2,1-14j2) lm""Ml (8:1-IZ3-IU) 1 Cr I ab Cane Nba 006 31 1(90b, - -7596s 9 (flue) I 15b - 3DOn IfOM - -739h Material Sunmrary Bracing Summary TC 9'(ALS]G3013)112z4' aagx TC&a6g 9.AAwAsisa[2-Kh f. �b70hm 34 �(AISOi2013)422[4 4-6 9'(AL4K20I3)1220 BC �I 9'(AUCS.2-013)%h4 awl[ BCl3raut 91m11dnP isaL4,KR i.* ldby0h. 12-I 9'(AISC621113) MN4 VWss 5P(AtS05-2012)432x4 S63w 9'(AI906-2013)MM Loaais Summary I)Th'sn�hnb-dmb dforfrdf�6I0plbw dvdF b dpbW db.& hubada�alfalledreaofaidhadsna®rdarm 7• IOC f.Ibb lC=dd.Wipt IOOrtglhuEmakE C !' � LP1 B��YnO=IDOj,O.va1BYg i)2)-%fix4733ftb=15ft11xErdZ—Tn.%N*.c Ad . lmlL"e iD0 -I,60,CCZ—Wdh4ft 3)M'ni,i.. agmaledn3naaadvmWITBCTabk1607.1 h—b—w1d Mem ,r Forces Summary � mmQMa Tema=(s. �a,i u0 g( rder� rm a:Blr� TC 1-2 Obf9-3,7506s 4-5 0393 11 hs 69 03M -2$94 bs 2-4 0380 h 56 0942 - Its 8.9 0505-3.2991a 13C Ill 900 05M 2,979h (4Mt.) 11-13 0819 =b, OSh) 14-IS 0.441 3,405bs (•I$25 10-II OA33 29-179 bs h 13.14 0829 h (-13-1336h ISI OAK 3.405bs -I Wift 2-15 0.133 327h 4.13 0311 h (-242h) 6.11 0.181 446bs (.51 2-14 0356 435h 5-3 0357 -375h &II 0= 496bs 4-14 O.M0 341 bs (-119h) 208 613 0542 554h (-Wbs) 840 0094 231h Tru to -truss Connections Summary IDII oln(dTmss Carty:p!rnffi CsnyiLx00d Arpk TTIp A5 BIG 6-5-4 2706g Notes I)Th'sdl�Isb.W-ASCE7-IOasldamAbjlc2017Fbrib&JftCpde 2)V.CRindlirsCRareilewiralandM¢malddkaasdtbGxhdpSsfruepnn�paendddlarin8ebd®dhad,mnpedasIIfl IL+(Kc-I)xOdl Qilamdanxs�f�AT3lIP11. 3)Agas6ym*a16ur, mCq=1.13,hasFmleppEdbfep6tbtnlreiwrl¢d�wbaasspcduib7heTrLeMandaaacpcATHRA I.2702Serim242 - 4)Tnnonesrem sfo,.phislirbp—fnmVj Margea•oflcsnncalmumunfialbepovildb�ftmurmmmaMsPtf[doennlrRardm9.mvy. 5) Aovi4�dapetd-e'.ageo f•�M'd�@. 6) [g Indwcmrvepstwi—iu(aR).*it f bo6m(s)df—R .rCR-as—dq viyd p,.byb»A=aWFBQABRACH Fo[atrrmiabQ7tsardd'egrelMaapa II DWEBREINMCE -759h Oh 17 of 1 T 4.:i roa,auYlxtrolAby4tau3frg Brian M. Bkaldy Isgpugepbe AS -A ' Southern Truss Companies, Inc. roect Name: 03-Aln Pproject king;Highway Thn Deaiglel: &r SOUTHERN2590N. Fat Pierce, F134951 Date: -V-I& 0J8 858:17AM C xT�lmxxnTM TROS 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 ail CdMPPANIES (800) �iclr1 Q017.7.1 D31nld 21 Matrial eDi taba.c version: 1565 Sjiaa °I OHL OAR CANTL CANTR PUSS Spacing WGClPLY Pitch Q(Y 412.0 5 /12 1 00-0 001) ()()0 0 0-0 I 24 in 21811n i, 41-2-0 —� 7-3-9 7�-7 7-4-0 7-4-0 7-8-7 3-9-9 374-7 41-2-0 7.3-9 15-0-0 22.4-0 29-6-0 i �I 5x6 - lx4 l 5x6 - 6 12 4 5 �5 r1--2 ,I 51 3x5 / �j 3x4/ 3 3x4 1 N d [V 3x5, o 4x3 / d 7x7 1 1 ,I, T T16 15 14 13 12 11 10 9 lx4 j 3n4 - 3x7 - 3x4 - 3x4 - 4x4 - 1.5x51 I 3x4 - 0-" 0-0-0 7-_3 9 7-8-7 74-0 7-4-0 7-&7 3-9-9 7-&9 15-0-0 224-0 29-8-0 37-4-7 41-2-0 Uadirfg General (N summary Deflection IJ (loc) Allowed Load Cud) Bkj9Ccd. FBC20171 TC: 097(2-4) %WFL 0.46n LIM ps16) Ln3o p TR 1.2014 BC: 0.78(II-13) VALL. 02n L7999 (15-16) LrW TCL: TCL: 7 P Pmb In : 1R VAb: 0.70(8-10) lb.M. 0.I3n 9 CmpFxmrV-0 Bat: 0 UOL: 125% }XIi.: ,i Pheaffffi(Lrc7{3N�k 10 (1341}1090.) (21-12}1�2) (3041,1-IOZL) (441}I2/1)(641}12f1) (71.1211,2L) (89.82-522) (91123090.) (101-123$0.1 (IlJ-83.80.) (12U0.1.120.) (130038II1 (144g1-12II1 (159-83-Sp.) (16A03890.1 ReacAon Summary Jr �Tm &eOm6o BrRNUh Maebl Rod&eRlih MaxReaa MaxGavbbBt MaxWidLbSfl Ma:LbBl MaxHx¢ 1 R'!(klhq 9 Hflbl(Wa1) I ginC.—Masoay 3AOn I518M - -6796s -679bs 145bs I Sn C&i Masaq 300b Ij79fs - -Mbs -Mbs Oft Maten Summary Bracing Slminrdry TC BC 9'(•4L-9C62013)$a2x4 TCILadig S d d 5P(AL4 2013)122x4. aoyt BC&.6,g ShW lmAafmw-2AR.Fid.Wby0haa 14-1 SP(AL9aG2OMSS2x4 kklhs SP(ALSL762012)032x4 g& S(ATSOC2013)122a6 Loa Sugary Ont.. 2)Mcnm bm-dsgWrofrdras6x:q IOpfbaema.ad Fekndptsd®dbft basbm fwtmT=ofuWbadsh—da w4kA=-10vhfefofm*g¢ dAWiigx 160m IDUO nkBgg 17ns40 4733 f4h-15I,60,CCZ—Wdh4ft 3)Miummsongafba&gneaod —4,tOCTabk 1607.1 hasrotb—ppW I Member Forces Sunni ry Tab> nd a Mmbc1L)max(S,�xa�,ra�(�n�.r�dmraex�.n�axalra� TC III1-2 0809-2914fs 4=5 0908-2142bs 6.7 Om .2,149 fs 24 0966 - 47M 5-60887 -2342. 7-8 0" -1&2be BC 9.10 0339 Ols 11.13 0.784 1914 bs (-IX56s) 1546 OAI1 2fi33 fs (4,5MU) - 10-11 0.725 I labs-B626a) I3-I5 052 2214 bs (-I=bs) 16-1 0.430 2633 bs -I bsl 234bs 5-13 0352 ,37Ofs 7.10 0234 -W7bs l kklbs I� 2-16 0095 2-IS 0216 -536fs 6.13 Ob89 5%is (-3171x) 8.10 0.701 1,725fa (-937ks) 459bs &II OAT! 179bs (-231x) 8A 0389-1,506hs 4.15 0.187 (lilts) 413 a158 389bs (-189bs) 7.11 Q730 4i56s (-1991s) ire•—-•% i)Tldsdcgnsb donASCE7•IOasi$aeudbplie�7Fbibli�f^8� \ / : � Tliieo>�aimwh/J9IfP(I. P•E 2)khsQtbnd}&zCRarelc�etiwlaldhoi@asslhihdosAmFekgdPlsim�ogRunsd'dd�ndmbd®dlnd,�npmlazi]lllli(KQ-gxDdl 3)Agia6 axwlfamyCq-I.13,kaskmeppUDi phehtralni...d, SvahsasVdri dbytnTnmMarnd'auecpe•A114/IA I-%102Sedon2.42 �PP51 4)RwidredapaedaiaggpmeafrnBg. 5) . in&xtsoxrocnsbeatrmaiw(CR)rapvafarfekxamr�(ftslgvnRawsofClRrtesbradspgidydnguaNlraoil,aUW�QRBR/�CE FvaEiamagQltseiddagaraltreoigss ( - jl 6)lei.'liA nWERRENK)RCE TEftnx¢n WW.M%VFRSOilyke?a& -,4GRID NJnCE ofl+hdepidalbefime�dgiiemdmma-aa*.'Ike moflro: iv3alq�"abaselmde�avha�d�yurmaa:sq lb�'heT aMarufaaaaid�darpmframaaq ardomplv�sofi�eufmiaconsafaAibyl¢Boling Brian M.$]ar ^ /�//� ilgejxrA Imis'adavigiid"ausao�C.�afpmlLamalem}.migreyois�3ryvtiy forletusoxnpmeadsgndgvnSstem�c(n8eadi+e'In,pnaalnRmarcnfiOmalli�d'(egfaradduualnfmreunAlamabrpk+a9albe &-Eig.076051 nanJao+riib+Smpgn�alg-TeCmipuylrcuaonda�vrtiFSi-2762.Alma,aDrpbe;a.e7Dg4 GmL�ir�rtE'ulphes've'sfobvd(rya+IS'vhih id'otsan l3gwephtiar'SJIY,uh'diidraaelipjsvimnl8pps.aephe 2590-Rr.-V{)R 83495I Truss AA � Southern Truss Companies, Inc- N. kings Highway > sec( Name: Desigier fIS3}A [�1 SOUTHERN2590 TARiss Fort Pierce, F134951 Date: 3PA018 858:18AM MIL ���TM CDIIi1RJSNIEB (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax paw: I Of l Tns9 16.113 [W)d 10) Itstse vm-.% : 1565 1 Pitch Qly OHL OHR CANCL CANrR PLIES Spacing War/PLY 0 5112 1 000 000 I-0-0 000 1 24 in 225 J s 45-6-0 7-6-1 6-5-15 511-0 69-0 5-11.8 6fi-0 "-0 7-6-1 14-0-0 19-11-8 26-0-8 32-8-0 3�2-0 45-8-0 4x' 5x5 - 3z4 - 4x5 - 3x4 - 5x6 / 1x41 3x7- 4x4- 3x4- 4x4- 3x7- 1x4I 0-0-0 0-" 6-2-1 6-5-15 9.4-0 1.4-0 6-&0 li 7-0-1 14-0-0 23.4-0 32-&-0 332-0 1 Loaning General CSI Su nnary Deflection L/ (loc) Allowed Lmd (psi) Bti GC &-. RIC2017/ TC: 0.75(67) VnaR: 071 h Ln46 (13-14) L/180 TC(L:i. 20 TPI 1-2014 BC: 054(1}I5) VALL• 031 n LP999 (13-14) L240 TCOL:l� 7 RpMbrlmm¢: 1's %%: 083(2-I5) i{aCR 02n 9 BCLL: 0 DOL: 125% tr.PFam;y.-20 BCEL, 10 Pbecffm(3nt7(YAgl (1:1411D411.) (2:I-1*IA) (300394D) (440.3-8A) (50024)A) (604,34A) (0-13I IX) (81-1231,72) 1 w (Nbq I 8h Ca Maamy MR I(90bs - -759 fs -7596s 85b 9 (runs) I I3h - Mi, I/90bs - -759bs -7596s Olt Material Summary Bracing Summary TC , 5P(/11SC1i2013)t22.4 -tpc TCBr.&g 9.hs1«Ari-a 2-7AP f d5ipbyQhas. 1-3i SP(AL90S20I3)a34 7.9 SP(ALSCL2013)3S2x4 BC SP(ALS05-2013)SS214 BCB,.d g: 9.dWd Paitat46ARvfndsb by0haa W(s SP(ALMS-2012)632t4 S63r SP(.AMC&2013)/2216 6-" 45.8-0 B1G 1)Thb""hasbandaonlf«,t—T tdrc IOWbo d.dhebndpasdadhails Z)Th'sne4hasb�d�W f«4r9feaofaaSdhad;nao>MalmaWsS9CE7- IOaah4rloka�:gsmddnasiga¢ 1(ArtghukmkE�cvareC,FWyFi�,(is6hfip,BaiUn�CaeglayH(f-IDO),O.va1BBg D1s401t44733f1h-l5kNxEWZ—TnMN!B-edubmsadedD(Ip160,CCZ—Wdh4ft 3)Mbh.I uagasba&gneonrdam� n3CTahh160Z1 hasmthmiappid Member Forces Summary TaWrkaQMarbrMm=CS7,m malfom;(mvoW.lmaxdart fmmmaaaulfor4 TC 1-2 0.489 .3,787Is 46 07M-3)79bs 8A 0710 .3282M 2-3 0.400-3,137hs 67 0748-2,746bs 3d 0,693 -Zwbs 7.8 0435 .3013 bs BC it 9.10 0510 2y62b4 6:11bl -13 0533yb1546 OA61 4444bhss -1$bs) 327I6h)10I 0.437 }S 01 b7066s1 Ibl 0434 3 h0 a �I 2-16 0.110 271 bs 4-13 0.157 315 bs (460h) 9-11 0374 -34sW6 \\ N _ �_� 16 0347 85be (.3ah) 6-313 n230 6l h 4.5 (125 -Wbs ja/ 03M 758bs (-330M) \\\LENn to -truss Connections Sununary / \ Tie A6 BIG 8-54 270d1 1g _— PE 7 05 N:esl�! _ l 1)17tdsynnbasdo A.SCE7aOmrtibmadbyh 2a7R1rida Baii'ngCDdc - 2)�6,aaaadxoa«aRec.�a�Ia,d1�a�Idn.calwFetvalath,me,coran=n„da�od®ama,map.a,SasDd� [L+(1(a-gxD:n uhaavm,vsrtrl 1. ' ` -4 ///• STA 3)Ag1sa�� IGsr,Cq=I.13,FnslmlappWotepbebtalleiana:deipnsmtaaasgssifidbyheTnssMamJaouapaMHIfR 1-2DM&dm242 j .{► \ / 4)Tnaraaauaoseataonsf«@ephmlbnpmimml}Akvlgv«oMmnttaalcoramm�shalbepm�ddnamhelrm. reaunandup8'1.dwannbdlmam5amley. / /" \ `J� / 5)RwBcidapmedabsgeolaaeaxpmd:g / O \ /� � `� ,� � /i� 6) ®DWk�AFJ� Ir�aaie(C{R)laryidaMehwiar{s)3wnBnu�QRnostnadapmdyd'eBo'°Hhmmd.aD1PF8QRBRA�BralelniusbQRsandd'ngon IM6}gas //�'��(\s �4 ORl D�i 7)Iiad IM1�insoansha�imMWFliSCili'hedg S ONwfj i L� NMCEA B1iaDMBleakly Lliy+ritlxa�mfi'sdavisgidmaso>panmflmfeaualeg.miigrttpaddaysikiyi«Ir4s�mryveudagndiwnSsirarncpagaldfn"IrlPdaralnfdmadxa&GmalTkxs'pagtf«adfdominfmre@nAlmaa,aphashalbe S�E%476051 mamdanaelibySmpm9[aly reCanFelylrcnas>tda�Yd1E92-z762.AImmstrphsaR20�ugrwLBin�tifidphesac'sfo4mdbye'Is^uh'chidiz6an Isgaiygephk«Stl18;ah'dindoesa h'ghemn Igg wpht 2390N1GaesHdsR fl34951 III - - Southern Truss Companies, Inc. Truss: A6A �3-A- n $.•'� SOUTHERN 2590 N. kind Highavdy TP qeectName: �'� TRUSS Fort Pierce, F1 3495 1 Late: 313OW18 858:19AM Ipaxa7tSoltltianTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 Of] Thm xr 2017.7.1 [Build 2] Latebasewisim 1565 Span Pitch Qty OHL OHR CANTL CANrR PUSS SP-* 1AT-7/P1Y 122-8 5 /12 1 ON 000 000 040 1 24 in no lis- 42-2-8 6-6-1 6-515 511-8 S9-0 511-8 6f-0 40-8 13-Q-0 18-11-8 258-8 31-8-0 38-2-0 42-2-8 i 7: 5x5 HS 18- .3x4- 4x4- 3x4- 5x5- .I 17 16 15 14 13 12 1x4l 3x7- 4x4- 3x4- 4x4- 3x7- v 11 10 3x8 - 1.5x5 l D3G 0-0-0 0-0-0 9-4-0 9-4-0 6�-0 4 16-515 6-6-1 13-0-0 22-" 2- 31-8-0 38-2-0 42-2� Loading General C& S>mmmry Deflection L/ aoc) Allowed La '� (W) Bggcodc bSC2D17/ Tc: 075(1-2) 1b10t 053n U941 (14-15) L/183 TC L 20 TR 1.2014 BC: 093(12-14) %I.LL, 0226 L/999 (14-15) Ln40 TLII-: 7 PpMbrin.mx: a NIb: 078(941) H-Ot 0.14n 10 BCL:II 0 i3aL: 125% 0IpTi1Q10r-20 i ../ as wos.aaay vam 10 (r—) I is - 3D0n 1567bs - -705hs Matenal-Summary Bracing Summary TC SP(AL906,7013)R22t4 TCBeft 9iel�daAai-a-8 Rfnd:Wby0lva BC I SNAL90L2013)SSa4 -vt BC&.ft 9-fidaAaiam44QBaisdag71by0t- 10.13 9'(AISY,2013)f2a4 lVhs 9'(AL9]:2012)132x4 Sala SP(A S06-2013)4.2a6 -705hs Ohs 2)Th'sn�hasberd�gbdfafiediasdwidlvd;ne®rdas�J1A9(f7• IOvllMfolavguaA!'mliipt 160mphuEmak��,F+OY��i4>�R��YBQ=IAO),O.ealBgg U-4Ofl4i4733 O,h-151jNu&dZ—Tn.�6N.X.adubm.e6eviDOL, I14,OCZ—Wdh 4 ft 3)Maimsss�.+_a���• 9ne®rdarimi.IBCTa6h16071 hnsrxxbariapid Member Forces Summary �rd�Maa>xslgma.�,a� a �lro �(aar.ra ¢amraax6aa �aaxhlra TC 1-2 0.746 -2MU 4.6 0650 -2,773 hs 89 0562 .19726s 2-3 0.739 .2(94hs 6-7 "74-2j371a 'i 3-4 0735-24476s 74 -3 - hs BC 10.I1 0213 Ohs 12.14 0932�64hs (-Ip69hs) 16.17 0439 2jBe hs (-1,5521a) 0508 1796hs r-I 7hs1 1416 0515 1774 ft -I hs) 17-1 0.487 hs -I 52hs1 p Wbs 2-17 0.070 173 bs 41-0 0.180 240hs (-183hs) 812 0187 366bs (.170bs) \ _lam` IY1 . F3 n // 2-16 0411 -374hs 6-14 0.163 402 bs (-22hs) 8-11 015/ -606hs \\ \P• _ <_�i Jff 3-16 O-W 641 bs (-262hs) 6-12 0323 -749 hs 9-11 0785 1931 bs (4,104M) 4-16 0213 -495hs 7.12 0227 558bs (-2O6bs) 9-10 03a5 -I23b; Truss4o-bruss Connections Summary / \ ID l � C.,WT— Q,n Tug C-Yi*01= AO P E k051 TT19A6A 18G 1.2-12 270dqNotesjj I)ThRd s'aho da�E7-10srdamAbyt +V7fluiiaBuDdngODck 'fl \ STA2)1bsOeSnaR-014)5) d,.a age p--pord S6) Tadmaan6anaM-I—ia(CLR)rgddasdbim(s)9wnRows.faJtmbdg,.dyCg—lib..A-UIWEBCRBRACE 7,reag' D-VroaomhaseCEmMwFRsab� ////V/SONAL ,� Illlt nano- Amp, ornsaa �� a4K6. a duo Imo m.aar. nraab,.orn6: s w: In ss�w..d a�am a� ;mbRa ly4�T. �Ma a ra�a.a� �..r �amaay ama. orrrhra a6, mr.rny'i�& pu g Bri=M Blraldy T O.v'gxrA�lon h'sdawig'ndi-atsemparnrofpof�ao.alagiwiag.es[prtL7ry�lijfirkr»ax.qua.etdasdown�f�eamr�geadre'Im{nartlnfa..mion�GrienlW�i"pagefaaddm.al'rApmarunNa�nasrp>rrsdnlbe 9nn&gm6nsl I s.a.nFaaasd,b9Smpm9mg-TEOntu.ylrcnaaa.darimbE4t-2762.Nonmrphturt70pug,snL�lx�alpheme'sfobwdbye-l8'andsisdiasan l3Pps�sphka'5118;ohdi rid tsah�Sesdn l8gurgepl+e ,;,,N1.,asad, Asc...Aaeo;s 1md Truss: A7 Southern Truss Companies, Inc. 2590 N. king; Hlghway sDdhe SOUTHERN Tr --,* u: T1Rtj$9 Fort Pierce, F134951 Date: 3/302018 85819AM nentSOJU&WISTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10f 1 Tnm 2017.7.1[Bwld 2] Itaha,;c ktival>: 3565 an Pitch Q.y OHL OHR CANEL CANrR PLIES Spewing WGI'/PLY 8-0 5 /12 3 0-00 040 14W 0-00 1 24 in 22816s 45-8-0 6�14 511-2 7-&11 7-Cr11 7-fr11 511-1 5-0-15 6-0.14 12-0-0 19.6-11 Z7-1-5 34-8.0 40.7-1 45$-0 18 541 1.41 4x5 - 3x4 - 5x6 17 16 15 14 13 12 11 10 1x4 1 3x4 - 4x4 - 3x7 - 3x4 - 4x4 - 3x4 - 1 x4 1 0-0-0 0-0-0 4-8.14 511-2 7-6-11 7-8-11 71i11 111-1 -0 6-0.14 12.0-0 19-6-11 27-1-5 34�-0 40.7-1 General CR Summary Deflection u (loc) Allowed 04) BkI&C do FBC2D17/ TC: O81(23) 164OL• Q74h L/764 (13-I4) L/180 HI THI-2014 BC: O46(9-10) VMLL. 035n L/999 (13-14) L/240 7 Rq)Mbrin . 'W5 )iW: 091(3-14) %.CR 02h 9 0 DOL: 125% OnpFam,14-20 go k (I5-7.1.411) (2.1.12}Ij14 (30-1311,7&) (001-w) (SDAUA-) ((,1-12,VW (7D.03812) (8:1-1131�2) (934..3.I090.) (I004D,'.8.9O) (113.8,4- A) (1202-0,Q) (13:1-12,%V) (I4D0.'i$U.) 05"94A) (I6341,1.8A) Reaction Summary IF ,T Canho ftVAdh Wei] RqdBmWAh MmpR M.C-11M Ma:31iad0 I (NqI) I 8n Come mmo 3DOn Ij90bs - -7591s 9 HI, (fries) I ISn - 3D()n I(90bs - -739M Material Summary -Bracing Summary Tc SP(4306-20I3)S92x4 «4qc TCBmig S WwP.Fsa2,3Ap.fadd�by0h- 13 SP(AISOi7013)R22x4 BC SP(ALSIC6-2013)SS24 Bcamar- 5lmhal«Iisias146QBxbd�byOles VAb, SP(XSOS.2012)#32,4 ' STder SP(AL905-2013)ON6 -759 bs -73 bs -759bs Obs 81G 0-0-0 458-0 2)TT'she9;hasbaid��i«fedfaEduidbadsbaaardarm�tiA9tf7. 10vAfefobtiVIwddn lip2160mQhuhmtExp�e�FuFjErksd,CsbYFipBuitrg��aryR(1=IDO),Qea1H8g Dins40fli4733fih-151(TinFMZ—Tiugh*.-Iurbmi0sa DM- IAD,CCZ—Wd64Q 3)Mi ini n WmgmicbaSrgnaan`&—ATBCTabk1607.1 hmmbm nppW Member Forces Summary TahkrdPa�MmbcfQmaxC9,mazaxelfort5(naxmmp.fu¢dddfea¢fmnrtexaxalfo� TC '� 1-2 0b74 -3=bs 4-6OS24-3,8101a &9 0.499-3,244Is 2-3 0313-3j431E 6.7 05% .3,750ts 3-4 0529-3310bs 7-8 0378 - IS77s 13C 9-10 0.462 29196s (11624ts) 13-14 0.450 3,750bs (40%bs) 17.1 OA60 3j2445 (-1965bs) 10-11 0389 2919bs (-1(246s) 14-16 0.405 3A226s (-IMls) .. 11-13 0389 2S70bs (-1 W 16-17 0.404 bbs (49651s) 'Aft 2-17 OD38 217bs 414 0233 421� (-414b) 7-II Q127 3121. 2-16 Q493-6(16hv 6-14 Q174 473bs (-324Is) &11 Q119 •-147 bt \\ /]_ ^ _]-, i�^.• `C 3-16 Q178 438bs (-76Is) 6-13 0248 .441bs &10 Q050 122bs \ �}7 \GENS�\ }I4 0939 9496s (-5481s) 7-13 Q431 IA60Is (-609hs) `�// \\ This -to -truss Connections Summary P'E 051 \ ro' I c,itrna� canvnxT— OmyngOTsd Ash TT11 A7 BIG 10-Sd 270dg • * 3 NaCCI STA I)Th'sde�66a9dmASCE7-10 crdaundbyhe?071-lxila i3 Nngcode \ ID / J / � \ 2I)§sCF��SdFhzCRaiehevenalandMv.«alddhwmduznb<6adplsl.wupmnponssofMlm�ndmodmdtrsd,mmpmiasllil U,+(Ito•-I)sDil Aiie®rdvsxuiiA1.91fP11. j � \ � 1 S / � \ 3)Aq<n6 mndGm;Cq=I.13,lacbmsappidotrpbsbvelnwwso ivabcasspmY.dbyheTn65MankioxepaA1371F11-200 S i® nl42 UV S Pro'�i g imoniy Aroslyr«oer9wvalea.aaa.,,fiatbq.wB�oeRheme.snmonaicluyfecawnnfrRms.�s.n,ray. �/ .1 `-ORID 01 S O G 6) ® WE" WM Insais(QR)raluulasdntrna{s)9wnRwsoff7Rn^sbmdspwelyQguwNi*amismDWEHQRBR/MFataksaivauQRsanddngaalbredgae // '9/ 7)Lsaiu�dwTfi-®mMdmM%TpS00Yk g //�i,, I�� n I TDHCEAmyjofb'ad�sslotta:Ban'l:ldots4EL9no4«P QT.TMda�dh's:dnilelnsssffi�m1 ovuaMr¢IuieroKsagpidb�'hTruaManffaomardrdaupmhnmmgardmmplvse.off imsa!«fibyheBuHrg Brian M. B3t�1dy �� o�icwsulmn'smaungisdiassampa�orl,mraanale�gnmirga�wA3rsatlywrFen�msspme.aagnda�.n�Mmvepgosdte'7nporammr«mafm&cavalwes^roger«aaci�.nr ramaun.Atmnmorpbs�atbe a.. c„>:nnc, 18gaagVkl;R 'Sl Iffutidsisdmaehj,#. bsbn I8gautq%e Tivss: A7A a Southern Truss Companies, Inc. 2590N. kin N� tvay Projectlame: IMA-Ln dne SOUTHERN TrtssDe9g1er. Fat Pierce, F134951 Date: 3WMI8 858:20AM �11I SolBtiptsTh'TRUSS "T� COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 Of Vr9aa 2017.7.1 [Bm7d21 )vlateriab talnse vc,9w 1565 Span Pilch Qry OHL OHR CAME CANTR PUSS Spac- WGf/PLY d4 S-0 5 /12 1 040 0." 0&0 00.0 1 24 in 229 ft 44-8-0 5-0-14 5.11-2 7-1-11 7$11 7�i-11 _ _ 5-11-1 5415 5-0-14 11-0-0 18-fr11 26-15 33.6-0 3�7-1 44-6-0 i n II i 5x6/ 1x41•' 4x5- 3x4- 5x61 12 3 4 5 6 7 12 5' �5 1! 3x4 / 3x4 \ 8 �I 4x31 4x3 \ ; x7 , 7z7 to 1 I� 9 105, T17 16 15 14 13 12 11 10 l x4t 3z4- 4x4- 3x8- 3x4- 4x4- 3x4- lx4j 5�14 5-11-2 7-fr11 7.6-ll 7-6-11 5-11-1 5-0-15 III �� 11-0-0 18-6-11 26-1-5 33.8-0 3 -- 44.8.0 Loaaing General (M Summary Deflection L/ (loc) Allowed lead (psn fA(gCude: FBC20171 TC: 093(44) Vnck 0.73b LIM (I}I4) L7180 TClL;�� TR I-2014 BC: 099(1}14) %h L• 034b Ll999 (I3- 4) L240 TCDL: 7 RepMh,l-+moo. V, 1Vb: 098(3I4) H=OL 0.2h 9 BCL: o noL: 125% avram5ua-20 m BLil to li+eOTsm(haT'Y�4rgk (13$1-IQ90.) (21-12}•IA) (3443AII.) (4IIM34190.) (500Z-0A) (6:1.12AZA) (70432,11) (&1-1234,72) (93-831090) (1ob0389o) (I13338A) (120424A) (13:1-1238A) (1404),0.8A) (IS902-0A) (1634;3.8A) - III 17403$90. Reaction Su>�ry 3r '16,m &xOxnbo RVMaebl Rgd&¢Rdh M.P-d M-C-U$ft M-Vh dtW Maxtw M.H is I f (lihq I Cm Mamy 300b 1(S31e -. -742bs -7421s -73 bs I iSb - Mob lABbs - .742bs -742h 01. -s Mat -al-Sunmary Bracing Summary TC '� SP(AL90S7013)SS2x4 ate TCBadg 9.AWalirk*&2-34AafidajpbyOMs 5-7 SP(AL90G2013)42?ad 13C SP(A(SQ�2013)332a4 cage BC&amg 9-t d 12-I5 SP(AL97,2013)622a4 Vohs I SNAL90i2012)632x4 9da SP(AL935-2013)92a6 Loa.1 Summary 1)Th'sta,Zhss6and clfaFedfatdteb 10pibWndVdF b dpinhadlad; 2)Th'snstusbmideg�elfai�if�dx:dloamneavdans.J�.�-/- IO�kfobuiBlucdd..sl:pe 160rt�hutimgE.paaseGfid�'Fiidmi,Ceb6tip&�igC3egayR Q-100),OxalBtlg Dim40fbi4733 f(b-15 fttixEd7meTn. 14ltrmd vdra.ddee1130L- IGO,CCZ-Wdh4 ft 3) -el it mega¢Isd ycne�danmwilBCTabr1607.1 h-b-plal Member Forces Summary Tabknd �Mrnlclgmax(S maxawlfmq(ncum .fm¢id8feeafvnmaxexelfo� Te 1-2 OASD .3,166fa 4fi 0.932-3(16hs 8-9 0479-3,1611s it 2-3 . 0374 .3A69 bs 6-7 om .3/,14 fa 34 0.486-3b16bs 7.8 0372 -WOW BC II 91I-1-01 00.345505 ZS481a ,1}14 om 3,614bs (-1922b) 17-1 0.450 2,84M (-1,575f7 2Wbs Xbs) 46 0271 2,789hs .473rt0I13 A vad 0864 27891x (AAMA 16-17 0394 2849 bs -1 51st \\�\\ 2-17 QO51 124 bs 4-14 0� 416bs (4061s) 7.11 0.128 . 3161s _1 ���� 2-16 0.125 -1541s 6,14 QIA 369 is (-3661s) 8-11 0.126 -155bs `C_ }16 QI28 3156s 6-13 0727 412bs (404bs) fi10 QO50 124fc �� !� �\GEN�c�.`��i� I� }14 0932 996bs 7-I3 0.976 993hs (-570bs) ! \ / PE G5 I)Thi;d kb.W %9CE7-IOassd'emm)byM307Fbi, B.U%Code ' 1 - 2)\biCtW lfreCR..*.imlandho,i-lddlai-drbFehadpl¢t-w-Tnunofddb*.&-dmdb4-p,.d.D:f LL4(I(a-1)xAil UU-niar-AAbS"1. * 3)Agof�aaroi! ,Cq-I.13,hasbmiappkdoFrp}aelealrc,;armivpivsYxsass{m1'vlbykTmsMasufeampcANSIIM 1-2(p2Swbn242 1 4)Tne;ufasecmranunRtagaphminepanionmly 5)F1m'd�daWtda:r^BmPu'mtN'S.sp- Aln�aadvaiunlepnID�nSalbepmitdpeethen�imaimaidsgtGsdarmbkRm®n9mmry• j� 6 STA / 6). DUEBREWORFnalreaaip(C(32)nary:vlal4�{xaenti )9ounita sofCLRm eitlyd'a(gmN(raagaDWFEORBR/�Fbrakim6van(IRsanddugvnlba6g� �O� ;� �-1 ,_��\ IIN'EBRE83LitCE 4OR1��. 7)Ud glfimd-ha �.MWFRSQ*W&r_ b17nCEAaipyofh"sdegi3WbefianiiuinlrenionmmamcTled'pioffun6�>Salnaanlsaadm atearclrup6ennssgg4dbyfeTnnsManJa�ardidxeganiramary asdaxnplaaeofinnfartalotsaforhbyleHlfli6 13ri3n M. Bleakly ! i DrvnaAaalon h'sdaui�gid ecasgzu�fpmf®n®legemm�gie�ossbdg'mliyfahaussm�nnuh ndnunSxhemepagrx�dle'f arsldvnavi&CmaalWe rygefaadd@minfamauunAlmiv�•phgdatbe mamfasvi lySmpam.4o�greCompe lrcnaaonhimuAiEAt-276z.Alaannzrphz-209.,O;.I igmfelph nf-bfo&.adIV.tIT'.Wd, nd Qan ISp geo1 S41Y,whB,ndmasati�esuil8�µgcplse S-E&060i1 2590t11r.as}ihli 834951 Truss: A8 Southern Truss Companies, Inc r ProlectNme: 1833-A 4-n SOUY'FiEI�i11 2590 N. king; Hghway Thm r. i�� d TRp5S Fort Pierce, F1 34951 Date: 350M18 &58:21AM Compan xa SohIIifxn7M CQMP4N IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: I of 1 Tnns V ." •20I&113[8tAdJ0] Material, tabaLetersiorr IW lSpan Pitch Qty OHL OHR CANT'L CANJ•R PILES Spacing W&MPLY 46&0 5/12 1 040 040 1 24in 2151hs 46-8-0 5-7-12 4-4-4 5-7-12 ' it 57-12 10-0-0 16�-0 �3-4-0 ~ 30-0-0 3fr8-0 41-0-4 46-8-0 I I it 9 . 5x5 I 3x4 - 3x4 - 4x5 - 3x4 - US 12 51� 3 4 5 6 7 8 �5 T 1 x41 1x4/ I�, 9 �?c I 2xl0j WO vo I �x7- 4x7- 1 1 10 T16 15 14 13 12 11 3x8- 4x5 HS 18-� 3x4- 3x4- 4x5 HS 18- 3x8- i i �I I 0-0-0 40-0 8-10-11 8-10-11 8-10-11 9-0-0 a 10-0-0 18-10-11 27-. 36-&0 4s-8-0 General CSI Smeary Deflection L/ (loc) Allowed Ig d (psi) BBgCbde: FBC2017/ TC: 095(45) VrtCR: 1.16b L/449 (13-14) L1180 TQ.L:20 TPI1-2014 BC: 061(11-13) VnLL o53b L1911. (1314) L/240 Tom.: 7 Rq)Mbrin— Vs Ptls: 052(7-II) H-at 027n 10 B(SL. 0 IX1L: 125% 0.pr. ,Ku-20 BCEI;' 10 Pbe0N=(J-t3;V & (15-141-IR) (2A0.1-1375.) (34q,14122) <<00.'iBA.) (51F03-SA.) (6mQ2.0A.) 0�,3-BA) (8403$22) III (90-0.t-1325) (10314Z-IA.1 f11:1-123-80) (12402-00) .(13003-M) (ib¢0,1$0.) (150420) (161-123410) Reaclhon Summary Jr rrwp B7!fa &¢Wtih Matrhl gonm Wh Ma PR wxr-lw Ma WAupfdt M-Ibm M.H ii I (%I) 1 8n lbmaxMasmy 300il 1,727 bs - -775ha -775 bs SlM 10 Nynl(val) 1 Sil Caro=Mastery 300h 1,727bs - -7751s -775bs Ohs Matenal Summary Bracing Summary TC SP(.4L9C6-2013)922x4 TCBmdg S.NdaR.F..24AP.Tndegaby0t.- BC SP(AL9�2013)SS2x4 BCBmdg IAR.F dspby0hrs WA. SP(AL9:&2012)R32e4 Loa Summary 1)Tb's �Fashmid�i�fafedfeasdv:b lOps(l+atrndgrtlliebadplxdadkods 2)Th'stuEhubmi �fal�edf�ofwnd nemrdan¢n+tAA'f7-10,4h efolnig-ddi dipt 160mphulmatErpoareC,AJyF Cebbtip,H�Mrg��ay8(I=111D),Qea18Y� 1isa40fu4733%b-15fiNaFnd7-T7 .%N*..du.b.,d DOr,-1bO.CCZ-W'dh4$ 3)Mrim swagear6e0izh.-,i—,i TBCTabk1607.1 h.-b-ppie Member Form Summary Ta�idagMenbclQmax(3,maxaxelfaq(maamryr,fomAddfemfianmaxaxbifo� TC III 1-2 0649 .3,914h 45 O-W 4JiI3h; &9 0694-3/i08hs 2-3 0694 -3(AB bs 5-7 0946 �)i136s 9-10 0649-3y14hs 34 0.727 -3321 bs 7.8 0.727 -3321 fE BC 1I11 =b, (-20bl 1314 49a (_2Wh) 16.1 059 JZ bs (_2Xbs) 0 t6OL013 (-2442h) 46 44bs Its) W.br 2_16 0213 -384 bs 5-14 0350 -4266; 8-11 0.431 IJ1516s (489da) 316 0.. , Ip61hs (489bs) 5-13 0350 426hs 91- 0213 .384 hs 414 aM 527hs (-84 ix) 7-II 1 0525-Ijl91s 1YI O 4.16 0575.1,319 7-10214 527 bs (341x) \\\\����11, 4I-Ip����i/�f Meg \'\ ',2L- `v�+ENV3 I)TW. ''spa✓S:E7_IOasrdeamibyir207F1iidxRsiingCod: V ��`���/i , 2)VnfR,}brzCRasetKwcalandha¢ortalddbixxduebfuekssdpbsheaapmm{vwrtfdd�ondueod®dkodmmpimlasQfl ` LL+(Ra-pxLtll lXisa®rda�nisRSRR I. l-=S 3)Aq. P•E 7 051 fc���nanl(asv,Cq=I.I3,hashanapp6dbdiephthbairt wbaas�nffidbylrcTnn MawfimaprAFH/fA mbs242 4)Am�^'d�medran+groPranPa'dgg 5) LXI IM'aaavdr healr ig(Q-R)rd*Mashbme3r(s)4% nR-of(1R malaadtadjdeg-lNb. Fbr.b-i,..a ts.M(r.M.1bftm Jr- .-aWEICRBRACF- MIEHREWORM 6) MWFFtSft ' -d - Ii j�T 4 0RI Q- TXJI7(fAmjryd'hBd�gsslolhefimidvdbtxxz®onmaasx.Tleh�nofh'e'MrhA¢Irsosebe�lmdsi�isotsstaMm(uiusvw»gpGdbyfeTnasMa oseand�daupmhramragasdaxn(0.vnsofhenfmmrcnstfaA,byleHaViie Brian M. Bleak}y tle ieAa(mh'sdawigid®tsam7ianxofpo(mo(ulegimi��oefiTym6yfa+rnaamogawd yn9qun5chem apsgeasdhe'Impaaminfmreim CCwaIN�'fegcfasdie'aw1 nfartn�Aloxnvmrpbo;isslbe SnnE�¢fn6051 mandaaaaj Srnpan9orb-TeCms�rq;ircnamidanxvdsF91-2762.AOmrv�rpbaart�gaugGsmislw-sPdulph�sx'sfobusilrya+l3'Wdh idianan l8gasgKplsga9YiS,alidiidmaatighsnm l8prugepi+e 2+90N}:r�}{hR}Se¢fl3i951 T- 1T Load Truss: A9G Southern Truss Companies, Inc. ;Fl sway ed� e �n 3AI SOUTHERN2590N.kin russ MISS Fort Pierce, F134951 Date: 3/AM18 s:58•22AM .4"dui01XT)'r • COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pagr: I of3 Tim, �QQx 2017.7.1[Build 2] 1II2nahase version: 1565 Span Pitch Qty OHL OHR CANEL CANrR PLIES Spacing WGflPLY 46&0 5 /12 1 000 au 140 140 2 12 in 2921h3 46$A 4-2-0 3.10-0 6-1-10 6-1-10 6-1-10 6- 10 I 6-1-10 3-10-0 4-2-0 l 8-0-0 14-1-10 i-6 38$-0 r 20-3-3 26�-13 32-0 42':N 5) 12 6x8 HS 18 % 4z4 - 1x4 j 6x6 HS 18 - 6x6 - 4x4 - 6x8 HS 18 / 12 2x8, 19 18 17 16 15 14 13 12 4x4 - 5x5 HS 18 - 4x7 - 4x4 - 4x7 - 44 - 4x7 - 5x5 HS 18 - CJ8J8 a] JB J8 J8 J8 DKI JS DKI J8 J8 J8 J8 CJB JB 0-" 0-0-0 7-0-0 6-1-10 6-1-10 6-1-10 6-1-10 6-1-10 7-0-0 Ig 14-1-10 20-3. 26-0-13 32.6-6 38-0-0 45-8.0 General (SI Summary Deflection L/ (loc) Allowed (A BU903dc FBC20171 TC: 0M(S-7) Vhat 129b L1403 (I3-16) L/I80 20 TPI I-2014 BC: 055(I5-I6) I V.LU 05 I L/927 (1546) L/240 7 RepMbrf— )•b IA6 038(3-I8) H.ZaLl 023n i6b 1 0 DOL: w% Q pFam,)&-2D PwaeHon Jf i iT,,. Summary B&cCgmbg E2A M M-1 RgdBrxWM M-Rma MaxaavL601 M.VkdLbRt I T"') fT(L*MID 1 8h Cu Mammy 300b M.X 33071a - -Ixbe 11 Matenal I 8h Cu y 100h SUmmary 3307bs Bradng-Summary - 4$82hs TC SP(A19C620I3)SSh4 -apt TCBmdg S f dPaiaaz3-11AP f d,4,by0h- 3d SP(AL9OL2013)SS.6 69 SP(ALSY:2013)SSM 13C SP(ALKK2013)SSN6 BCMads- ShmWI RA—A-2-4N&dj�lbyOfi- V.d. SP(ALXS2012)R32c4 Loads Summary I)Th'sa�)asbgnd�rdf hdfasdaeb l0{d7mndndFetedp4sd dl�dc 2)Themahasbmdegdfwt=T=ofuMbadsnamdamlhl9M-IOwhaefob+:ngv d*Wipr160mphwinagE�m.eC,TWyF CabbTipH�iSg� ayR(1-IDO),Qvalf311g LTns40tLi47331(h-15 ftt•IiFs —True,H°deedv6mnc6eatlXIrIfD,OCZm Wdh4ft 3)M'n'minmmgmrcbadigna®rdatm•RsIBCTabk 1607.1 IaasmshmiappEd Ohs heidmmronsnrorhbyteHaklig ' Brim IvLBleakly I i�d esa Fightruasl3gaugnsUe HA a 3 �N N a w �o J 0C) 0 M U •� czyT N N ON O 7 O Vl M N O C) s.c.c.c.c.c.c.c.c.c.cs.c.c.c.c.cs.c .c .c.cs.c .c.c.c.c.c.c.c.c.c.c nnPVnnn�n."vrnnr�nnngn�r�Re"vnn�n�FH�Fi w v CL y N 44 N �0.h � NNNNNNNNNNNNN �� � ¢ ggrrgnnr4r���rgnrr�nr $ � � E�&�gBgg�gg�Bgg�S�ggBg�&8&ggg�8gg&&���gB a g E I In $d° d aad ARic Rn$ NNNNNnr�i ne�v n��n e4iN coin nr'•in era .4i ��giHn.�iN nr.yi .evrnn E .6 Ais E aJ3 n �e 29 awa4ava4a-Ra4awaoaRasavrawawawa� ��d�z;z;z 2 a lz JS 19 19 NN�N_____NNNNNNN Y^�^nnr�nlinn�nn4 �p _ o gg�g�&ggSgggBg�ggS&&&g8g&SggB&g88gSgg �- ��e�����'��g���'���'9��'��'9�&rEr�r�r&�rerB�e���r�r�r���gr$��'� I Southern Truss Companies, Inc. Tom= BIG •` SOUTHERN 2590 N. kiT1g Hi�)waY TrnmDesi&lla- �3�.t,1 iRij55 Fort Pierce, F1 34951 Rile: 3/3=8 858:23AM �� COMPAME3 (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: 1 Q22 1r,,,s 2017.7.1 [Bwld 21 Itabase versar 1565 an Pitch Qry OHL OHR CANTL CM'TR PTIES Spacing WGLPLY 6-0 5/12 1 000 0-H 1-00 I-00 2 12in 163TLa 22-&0 4-8-12 -4 3-12 3-1-8 3-1-8 3-0-12 _ 446-12 4-8-1211-3-0 14 4 17-9.4 22-6-0 7x91 4 7X 2x8 1 7x8 I 7x10 l 6x8 j 1x5 1 900 - ® ® ® Eal FA-7-1A10 1A11G ;1;;4y( 1-0-0 M-12 1-0-0 4-&12 General (0) BBgcodr. FBC20171 21 TI'f 1.2014 7 P pMlxT— hb 0 Tl(]L: 125% to t 0:1�-Iz33�) (2:1-12j4j 7 IT U(Nhl) I 1Mat, . Slmurary 7C SP(AMC62D 3)422x6 DC SP(ALqDS2013)Dffi2s8 vAbi SPA lSO-201Z432a4 4- SP(AL9]i2013)K22x4 0- 34-12 _ 3-1.8 04)-0 12 3512 1-0-0 8-1-8221r0 (A Summary Deflection L/ (loc) Allowed TC: 088(1-2) Vnat 0.4b L/573 (II-12) L/180 BC: 06602.13) V"TL. Q19b LM999 (11.12) Lf240 11(b: 097(440) H-M QIn 7 O.PFamr•Ifa-m (3:I-I2,5-4,:1) (4¢QLISfQ) (5:1-12,5 j) (6:1.1]$bj2) (7:Id1033p.) (80474X) 8b cvn M.vtny 300b haaaxbmsapple3 Iha - -2y991 Bracing Summary Tma&& 9xafw BCBmcig 9talcla P fi—tS9ARe dmVb70h- 16omy�veaaa� CB�r�Gabbsr�.e,iire®Q;aynO-Im1or,alm� -35hs 0 bs Lca1ase lrl: Std Live Lcad Point 'il.oads . MmbO Ia®►1n Lisiin Toad TtbRBh BaChd BaOd 2-3d 43-4 D— D— 893 bs 8866s 24n 24b BmChd BaCld, ( 6.5-4 8.54 tb- DA 913M 913 bs 24b 24b I J Bac. lwhdll� BaChd 10-5-4 12-5d 144-8 D-913 Db t3.nsn 6s 916hs 18926s 24b 24h h� p Load C asr DI: Std Dead Load \\���•\GEMS'`.`i0'�i F Po o, I�I _ Mm �iLYad, Taafm � 1-d TrbNBh t^__ PE 2-SA Ibl. 759 bs 24hBaOdi 454 654 Lb«s D— 753 Ls 7Mbs 24bBaOd 24uBadd�� 8-5-0 IaSd t2-.D— 1448 D— D— Tb+a 7Mbs 7Mbs 7A hs 1,608h-�McAberFormSummary����\\ 24bBaOd 24hBaChdI 24b k051BaGdii -P///STABaQx11 TC I-2 0376 2.3 0.786 -8$401s -7.441 is 3� 45 Q710 -59Qi ht Q710 bs 54 0856-7210hs 6-7 am I (B / S 6 Z BC 7-8 0.482 6398ts (-444.51s) 9.10 -5 0.479 6,6446s (-5,106U) 12-13 0655 8,1471. (-5,393bs) O �(A � O ~i' 8-9 Q482 63981s (4945hd 10.12 0.489 6866bs (4 Ibs) l34 Q&2 8147ts •5 996s) \�\\\\ TITI7CEAmyjoftr/adagnd.allx6vnidaiolnaatinm�aaar.ilnofffs:di+iiulvusuladmaae TB�aAsplmh'sMury;id'mesamgnmofpofasusalmgnmiig,eporti�&y:diyforlens;axnpxiend�nshvanSshmsep<+gesndh'lrryivealsaatsnimiGaualWss"{ngefvaddroel aMnqu'.mvisspp4dbphTsuaMenufaeecandrt6supmframa-aq aMmmylBxaMfenfamsen:afMsbyirihiLg nfama¢nAiezr�pba4nlhe BtiazlM Bleakly � J1 18getg pbx; * ,19'.-W&ie.--hgh e. 18Fephe Southern Truss Companies, inc Truss: ME SOUTHERN 2590 N- kings Projectl�une: 1833- -n ThwDc�;gncr- 6, TIMM Fat Pierce, F134951 Date: 13Y1A18 8:58_?4AM �r SohmanTM rim CGMPANtES (800) 232-0509 (772) 46 4 4160 (772) 318-0016 Fax Pa. ---I I O Nbru a: 201611.3 [ Bmld IOj Ma" Datanescvccsam 1--%5 Shan Pitch Qry OHL Ow CANT L CANC R PUES Spacir g )X f/PLY 22-" 5 /12 1 000 0 (W 14W 000 1 24 in 99 Ihs 22:" -� I' 113-0 11-3-0 i 11-3-0 22-6-0 4x4 - 1 6 12 12 5F 7 �5 , 4 8 I 0 o 3)4 - 3z4 - 1 1 H 11 Trl 21 20 1B 18 17 15 14 13 12 3x4 - 16 1 113-0 11-3-0 ' 11-3-0 22-6-0 Lo ;'ding General CSI Sutmnary Deflection L/ (Ioc) Allowed Lmd (p4) Bggco&: FBC2017/ TC: OI4(910) I.WFL On LIM L/180 TCLL,: 30 TRI-2!)14 BC: 022(21-I) )htu-1 Oh)F L/999 L240 TCLL.= 7 Rq)Mbrlmtntt: tiFs Wb: QIO(2-21) CadC iTL• On 2L/999 2L/120 BCU._ 0 OOL: 125% CaNCF41L• On 2L/999 2L/I20 10 H-M On 15. 11ae0'Tse0nr2CY4�¢t (I3-142-3A) (6"3-13A) (113142-3A) Reaction Summary Jf ITm. &¢Combs Rre�tth Maeal M px mpR M.C-11pa M.Vkdtw M-tw M.W7 lie 16 C4rs6xxxs I 246n Ca Ma—y 1836s 88pir - -112bs -112bs 69bs Mat° rial Summary Bracing Sugary TC SP(AL5C6G2013)922x4 TC&an® g: Shdsr ®t Rrisat6-3.QRrFtda as tby0h HC SP(AL�2013)tRh4 BC&amg ShmfelaAuFsat63-QAarndc�by0has _ Wbs SP(A-SM20n-4f32x4 Loads Summary I)TTictv9;hasbmtdeagdfarfedfas8eb IOpAbszmdxzdFebadpbsdadbads Th'sn�hasbmtdra�teifvltcdr�ofaid 7)2)-4o64733fth=ISftE,dZ—Tns;HIBreids.bmtsdasdDOL-Ifi0,OC7o kadsna®rdvn �J 9�7-IO�/efob+igt�ddmlip[ 160mphtdirekF�oaxeC,TvijE�(GebbFipHdiibCatguyR(f=IDO),O:ealBgg Wdh4ft ml! t er Forces Sunutary fibbed xsMeabcrgmaxCT,maxa=e raq<maxmmper derr�6 mma.a:a ran:) TC 1-2 Q135 -98Fs 5-6 0.130 277M (S7W) 9.10 0140 77bs ON 2-3 QI40 761s (-181s) 6-7 QI30 277 bs (-57hs) 10-11 QI35 -99Ls 3-4 Qoa3 138bs (-23hs) 7-8QI06 212 bs (41 U) 4-5 01106 212bs 4IW 8-9 OM 138hs -231s) BC 0bs (366) I5-16 0032 152hs 20,21 OB45 52b(-366) 15b I2I-12 -I3 OD46 552b(36b) 152hs (-36bs) 21-1 Or-3 (-3W) ((-3366bhs)) 16- 13-4 0033 152bs (-36U) 89 00O33 1 14-15 0033 IS2bs 36h) 19-20 OM3 152br-36hs) Rtts 2-21 OM308bs (4481s) 548 OW274bs (420bs) &14 0067 21obs ( Mbs) 3-20 OA47 148 bs (-113bs) 6.16 OD62 -Izbs 913 OD47 148bs (-113bs) id 4.19 0.067 210bs (-123U) 7-15 OD87 274hs (420M) 10-12 Q093 30S bs (-148 W) OfC� I)Thi:ampn sba.dmASCE7-10asrf..dbyhe377FtrtlaBuifeCb& V� 3)�+ds it+(ita-I)x Dll Dliiaavd,stm%t.4T9RA 1. ` 4) 5)Th'sniahasbmtd�}�dfan-pbrcu+dbadtg 6)Th"sp�Hcu6mtd�alfara pbmd4'oe,lAfO.aMharzoroald#MasduebFebadplsfm�mmpsroeord})mmdnbd®dbad,oznp�asLifl bBwdsxf1lx4208aplae lA10 �[ RE ! 0*51 Furhavgs�uimnasfsrpaof-pbmtidkedrrg,rdabFdamtmmLbavmrsandbrBG4-g!. � lS(mu)taleswistyg. � � 1 7)Aspml.omdfamr,Cq=I.13,hasbanappWblephehealn�rzni�tv4btsas;ni'elbytel)u¢MandamapcAF9/fP11-2002St®042 S)L'selwidtpkl—b b�d.MWFRSOdsWft 1 -a ` r STA j .c •��ORI� %� \� ��1111111�� Ti7[1�Psdpyofh'sd�s9mFbefiandrd bieadm mmamcTlnAof6's-ialnss ihvvdmMgtove a,d nyuinv4ag4,[d ly IcTsscnMatvfaneraM °a^�rdy ammnans;armhrurtannmrombu•frBsll:g ]Brian Xi B] ealdy ttg' a�aaeor7,br®malero�n;ien�us7.+aryse,•carte.asangmeaa�tsonnsa:hea>,cpa(.randne^1 �Asglanhsdraa' Mice nspvarslnfusbaknRG�malTha"{�xfuadimtalidum>JimNmrvtsrphtcshaik mamtGme¢bySmp�n9ng-TeCampas�Ircnaonda�ssviEAt-2762.AImmmrplagareXlpuBGsnlBleifsiphesve'sfo67aalbya=1S'.dtBs i�tsan IS�ug.-pbgorSt' IS,xhih issfraea hgheKnn ISpvµgephe � ISO 2590F11:xrec}feh Ri'famR34951 I. Southern Truss Companies, Inc-russ: c C3G -Y� SOUTHERN 2590 N. kin - Hd eva � � Y Yroj xY Name: 183 rA 1n Ttuooes;per: dhr TRUSS Fat Pierce, E134951 Date: 3/30018 8594AM C parfaSoLmar *' -rnn, COMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: I of2 San 2017.7.1 [B61d 2] Material Databm velSM 159 Span Pitch Qty OHL OW CANIL CANTR PLIES S, WGI7PLY 2240 5 /12 1 00A 000 1-00 1-" 1 12 in 194 h. I , 22-0-0 it f 6-0-0 5-0-0 ` 6-0-0 11-0-0 16-0-0 224)-0 j 4x5 HS 18 - . 3x7 - 4x5 HS 18 - 2001 it 3x4- 4x4- 1x41 3x4- C.)6 J6 DKI J6 J6 J6 CJ6 J6 1.0.0 5-0-0 5-0-0 5-0-0 5-0-0 1-0-0 11-M 16-0-0 21-0-0 I22�-0-0-0 Loading General_ (NI Summary Deflection L/ (loc) Allowed Smd �(ps0 WgCate: FBC2017/ TC: 093(45) VAM 033n L/676 (6-7) LAW TCLL 20 TPI I-2014 BC: 081(6-7) VAIL. a14n L/999 (6-7) L/� TCLLI 7 RfpMbrT— bb Rlb: O43(34) HazOL Olin 5 13CII:� 0 DM: 125% ospFaeor,)ram2D BOI;: 10 T%te0t(sa(]a7s'V/v (Is4-12,1-990.) PD41,W) (3Do3�PJ (<4038A) (54-17,1-99W ( $}B;O) (740}8y0) (609]-0A} - (93S38A1 I Reaa ion Summary Jr ii Type BrpOmbo Bip33Nb Matal RgdBspVAM M.PR M.cha tw M.WdQM Ma:L3aBd Max Fix¢ 1 Tn(%I) I 8h Cm M—ay 3DOh 1,119bs - 649bs 649bs -ISbs 5 } (µ I) 1 a Cm M.x q 300n I,I19bs - -649bs 649bs Obs Material Summary Bracing Summary _ TC II' SP(AL9�21L3)fQ2c4 --Pt TCB.&c 9.J d� Rni-Q%-KRafndj bi'01� 2i SP(AL4767DI3)Si2s4 BC SP(AL97.2013)N2.M Bmamg ShmbadaAvhsat2-I I41,Aafnde3pAby0las 338ss ii S'(ALS0i2012)01,4 Uads Surnmlary 1)7h'slvshasbmtdsgtdfafedleEBeb lop;<hmndmliuetedpbsdad6ad; ff-40fi.473 ft� -15fL mfedfa T.f ,6 dsua®rb-.0 � DO-10a]Adobxigwcdird:pe 16ort�huhmee;F eCrdyBr CsbkfipBuiLgGtgvyn0�lm),0.oat88g IYrs40fos4733Rh�I5B.11ttFid7orcTrvs,,TiiA�cadumm aYdDCIrIm,0C2aeWdh4ft 3)Mnirsan st�rcka&gnaonrt7ano:tisTBCTabb 1607.1 lay rotbttn eppid Load Case Irl: SO live Ioad PointLoads M—b.�,I L—f n Dh6w Load Tsbykh TOP Od 6" Dow. 366s Batldj� 600 D— 59bs TV WtOd 6411 11— 6bs 24n PNNN`M B_ / TopOd 8012 Lbws Bobs 24n BptQd 8012 L)TN 6bs 24n TppChdi 10412 0— 80 bs 2an i B.Chd 10412 D— 6bs 24n �� �},�.' T.Pad. II-IIA D— Wks 24n BptChd I II-11.4 Db 6bs 24h TTOAJ, 1}IIA own BObs 24h �[ .{ \ / DMCM 13-I1�i D— 66s 24h RE ! G5 1 � T.PCM. IS•II-1 Dp 83bs 24h 1 1 — Bacm ISII.4 D— 6fs 24n — TupOd 1644 D— 36bs �.. BaCM 160-0 Down 59bs 3 Z j S 0NAL eE'G \\\\ KiDCEAMds'sddrelFcB,aasaauieaevSoy.amr.Tlcdnorni:ns�ealn s;b�5mm{�avi,aadr,gssimwr;agp�ykn„gManc aosam �zsgn,traaway ardmrt�lzort,enrapearaarant,•kLs,alr� Brian M. Bleakly [L�ca�sim hco-avrig Lid®ea�an¢ofpof®rategimngs�asb&yssl� falenesangmvud�si d»unSxMmwpagand fie"Impuaulnl'gmuem$GunalTbes-lapffaad3mrelufmm6xAl mmamrpla�stialbe mvw(naulySm(cm9mgTrCnrya�t[rcnaabdanmE4t-2762.AImm�pbseie20�ugStmlBtrsise>t�pbts've'sfohnsaiFys' IS"utidi id'zsxn 18�uge{�bSaSC IS",wndtndotsa ngnavm 18Ps8epbe 2590bI 1:n�1{ehR Pir¢R'+d951 III Southern Truss Companies, Inc. Truss: 04 SOUTHERN2590 N. king Highway TnmProDzz �In TRUSS Fart Pierce, F134951 Date: 8S825AM Co;>pol>�asul�astM Tn>ss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 13r-gM18 2016.11.3[Hwld]0] .M. Datd mr umion: 159 '' Sp. Pilch Qty OHL OHR CANTL CANER PILES Sgaci..- WGfI 546 3535 /12 2 0" 1 12 in 16llr, �I 5.6-6 _ 'I 1-9-14 341-8 5-6.6 z 1x41 J2 D3G J7A I 0-M 0-0-0 1-10.10 1-9.14 "I' 1-9.14 ' General CR Summary ;% Deflection i 1i 5{r6 Ooc) Allowed Lo I.aad fps BI�Codc R3=17/ TC: 015(23) VrtCR: DbLP L/999 (S6) L/18D Tat I 20 TPI1-2014 BC: OD9(56) vnu_ Obtr L/999 (56) LnA0 TaL:� 7 RfpMbrra>rase: hb VI 008(2-0) CaNOHTT- OD2b 2L/999 (1-I) 7L/120 BEL 0 DI 125!6 Cea/n411. On 2L/993 (1-1) II./120 BCEL,1 10 H—CR: 01 n 3 Ph.Cfrm(9nr7CYAwk (13dZ-2A) (204),31090) W-23M.) Summary - III Rea�fion IT 'IType iLtCnnho &xW)h MaeiO R4dB2Wih MaaRma MazCr4vLIM M.W &LbM MaaW M.H ii 6 MA(MI) 1 II313n Cor;V— y Mob 127 bs - -796s -79bs 78bs 5 Tltw 4 �CT� l) I IIJ13n Ca MwM 3Dhs Oh 87 1 ISn - 3DOh IM .27hs -22bs .27bs Obs Obs 3 ii�ol(TM) I ISu - 3DOn 36hs - - - -49la - 49U Ohs Material Summary Bracing -Summary TC 8P(AL4"KD713)A22z4 Tca.&g, -5taehdQAvliaet634I,A�dnds�bytliaa BC SP(MSC1�3713)t22r4 BM—g 3aafdand...1;QWi..by. V1lhs it 5P(AL90t2012)432a4 Loa' Summary 1)Th"sali lasbmtdsgrWfmia Tatda:b10{dtmndodMbadpiuhedba4, iSshasbmldagmfaMdZ—T,9dba�na®darmi�.�7-ION,if�fobuidh4ft A:Qt 160mphuh�akE�w�CRsFj'Fidsd.GebL-4T0.�i1gSCs 'R(f-IDOLQealBag nu.40 iSrsd01i�4733fthsIS ftxa&d7naaTsrMh�cadvd,ansdsffiI](SPIfD,CC2mWdhlft 3)Nf,,." 4agrr. baftnaaadalaessf118CTa1tI/A7.1hasnothelappTd Load Lrl: StdLiw Load Point 'IL.oads M.*h :] L-6. Bain Lmd TsblNBh 2_II-0 D— 17 bs TapChd BaChd 'l 2-I I-0 TIP 7bs TopQal 211-0 lip 13bs Baadl 2-11-0 li? 27hs Load D1: slaL>�dLoaa f3 Point Manta, La Ur6m Lmd Ttbwdh /iTipCl-0 DISM—2 2-112-I-0 l7hs I1BaQd 2- -0 lip PE7 051 Mer Forces Summary ,�BMaanalgmaxc� aoxaxnlfo�(amma�faa rdaraaa6a.ama,a.oua — _ * = TC 1.2 0150 -90hs 23 0153 -28hs BC ill 4-5 0.043 Ohs 5-6 0086 Obs 6-1 0D86 78bs (.14hsSTA Va. li 2-6 Meo 253bs (-112M) - `<1V Truss -to -truss Connections Summary �'� �`� ID 1 Ca,edT— C-yi*Tntas C-Yioctrs Aasb 7T'1 C��3t l 0 315ft 4 2- - 135 dcg I ISpum6e Southern Truss Companies, Inc- Truss: 06 tOWTHEA 2590N.kingsHighwav Pro]ectNalne: ThoDeziglec )ta3-A4n dba rM TRU55 Fort Pierce, F134951 Date: 3=018 8:58�AM COf)'1700 Truss hw CQMPANIEs (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pax: l ot2 Nbsi" • 2016.11.3 [BLold 10] Materi'`Dat&wveraim 1565 Span Pitch Qty OHL OHR CANI'L CANER PGFS Spacing War/PLY 84-5 3536 /12 2 01" w 14-3 04W 1 12 iD 2811s 8-4-5 'j 1.9-14 4-1-6 2-51 1-0,14 511.4 2 T I 6 tx4 J2 J4. J2 B C3G I 0.0-0 1-2-14 6-6-7 1-9-14 84-5 Lo ding General CSI Summary Deflection L/ (loc) Allowed (� Bdgobde: YBC20171 TC: 056(2.3) WX 0.13b L/550 (5-6) L/I80 7'C[l!I 20 TR1-2)I4 BC: 0.48(5-6) VnLL OD4bUP L1999 (5.6) L/240 TCCL. 7 RgpMbrraamx: hb Rm: 0.11 PA OmlO3-fI: 01bUP ?Lli36 (1-I) Il./I20 BQ2-: 0 DOL: 125% CamIC iIZ OD5b 2L/687 (1-1) 2U120 5 Hw rnss) 1 ISb 4 (Tma) 1 ISb Math 'al Summary TC SP(MSC6-20i3)#2- BC SP(AL905-2013)i22,4 Res SP(AL90S2012)h33x4 Load�'��are Ill: Std Li c Lmd Point LI I. —Malay 3DUn 133b5 - -1201s -1206s - 3DOb 1446s - -99 bs. -99 bs - 3DOb 46bs - -381s -38 bs Bracing Summary TC&.ft. Shmhnrahvisa163QArFdagnbyOhes -BCBadrg: Shatdorhaisalb3-0,Aainde�byQtcs letadplsda3dbads euhA9LE7-IOwhherob4Tg derrdipt 160nhuhmt;ExpomeC,rufyFndxv GNeiii%Buifta ayBQ-IDO)0O lBeg eiaedDM-160,OCZ—Wdh4fl h—b.npW 0-" 9SM Ob. Obs Mmi-,II Loafim Di bn L-d TrbWdh RpC d BaOd 2-11-0 2- .0 L{ Up 131a 27bs TopChd 2-1 1-0 4) 13bs Band Tapc7 2-11-0 5-2 Lp D— 27 hs 426s jl Bacd i TopOdll BaOd 5-3-15 5HI5 5315 Lp Do lk 2bs 42Is 2bs Load D1: Sid Deadlxad \\\��li �\GEN��\U\S1�7/�% Point Menbc [anion tstion road TtbwBh / \ J`-- 1 \ RE 051 TopOdl' 2-11-0 1p 17 Fa 7 1 — Bolchd LIP 7b, - BaCd TopOd, BaOd T C dl 2-11-0 53•IS 1:1 - 5 Lp D*n lDun D— 17ft labs lobs labs ' STA •� v \. %� Member Forces Summary Talki�asMm6aT[�maxCD,m,.nab,raq(¢rn�rceravarmmmaaaxblra� �sORIO G�� TC BC a 0517 '-a -1_'0ls 2-3 11 257bs -184h) 3-4 022S .31 bs ���/�S��NA„EN��\� Se 0.476 -276bs 61 0342 -1811s 11Be I 2-0 0114 3CDbs (-1186s) 3-s 0.106 333bs (•197bs) I KIrTCEA¢gofA'sd�9nlbefimidplodiee®mm�faar.Thedci<nofh'e'rdxid,elau�utanfan�atbaMrapiimmSSFpLdbpheTnaaMandnamardrdesupmftsaavacyaMm�plaisoftien8mnimyafohbyhe8uh5g LL�icA�Imhcdswilgi�diagamiwxofppf�aoleggiaemgrtPasbSy¢ fafttuammrnmd�andwnSnlamue�r{a�dhe'Impovminfm�a¢n&CeiealT�"p3geforaddicminfalmmnNoxamirphea9ulle Brian NL Blealdy �l 1 mandamedtySmryun•Ov�T'eCmgnrp;incba�dinx.�2iE92-2762.AIorvlenrpbessrc7Dpeu�wLgteSpeifdphemscraMaalbya=18"uhii�iidrzrzesan 13gaygephCwStl 13,NAE�bdma581i�ee�n 18E up:pht Stm�47�1 2590711rre!sfEhhFS B34951 Truss: 08 Southern Truss Companies, Inc. Proct Nffre: dhcruss "SOUTHEpRI2590 N. king5 Higway TrussDesu+ec Fit Pierce, F134951 Date: MIGM18 8'58-27AM GM'M CGFAPANIEE' (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pag:: 1 oft F7,71 [Build 10] 'SM 1565 Pitch Qty 01-L 0i4R CANl'L CANER PLIES Spacing3.535 /12 3 01)0 040 1-4-3040 1 12 m 4l Ihs t1-2-4 1-314 59-14 3.6-6 1-9-14 7-7-12 11-2-4 0 it it 0 3) T 0 7 1X41 J2 J2 J4B J6 J6 0.0-0 1-&14 5-,14 3-" 1-&14 7-7-12 11-2-4 Loacling General CSf Summary Deflection TJ (loc) Allowed L-d (pd) ftcD - FBC2DI7/ TC: 076(23) V CFL, 009n L/999 (56) L/100 TCLL: 20 TPI 1-2014 BC: 051(7-1) MnLL, 0R3u L/999 0A L240 TCII.; 7 Rpwlm - Tb Wb: 023M C.VCHTL 0.16n II./200 (I -I) 2L/120 Da.L: 0 DOL: 125% Om1Qiu- 006u 2L/533 0-I) 2L/120 7 111,�,�,�(M) 1 11313n C.—M--Y 300b 308M - -40 bs 5 A (r—) I ISn - _ 3DOn 390bs - 218bs 4 ti r (r) I ISn - 3DOn 32bt - -00bG ll Mate )]�{ry Blra S(AL90L2013)91Dc4 T17 Tca.&d g 9.MaAaitat&AFWbd6Wbj0t— BC SP(AL90S20I3)922a4 BCE4amg 9."aAa:tatb24 %.bdeWby0h. Wns '� SP(AL90L2012)02x4 "ads Summary I)Thbt&hl 2lina.�Iasbmid�eifafrdiaadw:dhedsnamdanxu�hA9�9.10.Jtimfubu:guadiFrdip[ b.dmgdf«t-T-S&c 10{0bobndad6.bt dpltd®dbads 160mphu4rmkEVun�r*&dsAC.*Rp,&AfrgC tpyTIO-IDO),Qa Mt -2391a Oft -60bs Ott A9G A11G 0-" Load ase Lrl: Sid Liw Load Pbint�l aa5 M.sbdll laafon Drown Lmd TtbW10t TopOi6 2-II-0 I3bs Batc di 2-11-0 Lp 27 bt - rapo� 2-II-0 Lip 13 bs Ba2-:5 Ltp 27ba rap� sets D..albs Baad� 55-15 W 2a B� Two! 54-15 »Nn 42bs BotChd 5-9-15 Lip TapO�d86•I4 13— s3bs WChd; 8614 66s Tapch s6.la Down a0b: m0 5614 > 6ft _ PE 7 051 � 1 ' 10 6 STA i ,4 ORID ZONAL �J11(I I ll�� K7ff(Fp¢pyofdfship��nlbefumihatuieaenmm�zaocTlydoftfaiafn�lnx;uanlovna�dr¢pimiertaLp[sityfieTnnxMandaatca�t&supontramraq ardmnpls�MknfateimmfafibjleBuiistg Brian M Bleakly DtgmaAsigimtusdan:ga�'nd Asa, pmr tl,e. ;g�o��sy�tt, r«w,�a,mpz�d da ;a p> dk^tmp.�atarmaama�cmaalx �eT«am'maar rm�or.Atm.�rd+�a„tbe Sm&&#76051 �._ .._��.r:......,., r..r.,..,.e...r...�,,....t„�.�sve_nFz_.vo..nxal�esare�Qava�mL h-smi�dobesQeefobaEbva=18'wt6it:dlaaan lRt>auxepbR«SM18;wtidi idiasalighe%ml3p�ugepbe �;mrar.,�ud•aw,.Flval . .. I Southem Truss Companies, Inc. Truss: D3G SOUTHERN 2590N.king,l�i�lwaY Troia sD=Vxr: dhc3nJn TRUSS Fort Pierce, F134951 Date: 3P=18 858?)8AM Cf}MFAN1Eg (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 1 oft Thm1iniais,�, 'km 2017.7.1 [Build2] Mati,iaiJzLtabareNetsaL 1565 JlSpan Pitch Qly OHL OHR CANrL CANJ'R PLIB Spacing W&IDPLY I�7a o 5/12 J 000 000 140 0U-0 1 12in 40l s 74-0 2-M 14!10 1-8-0 3-0-0 5-M 74-0 --15-03 12 L 51— .02 I 4x5 3 - 4x5 - 4 3x4 ! 2.5x41 5 N 4x5/ TI 1 LiCP Load 6 1.5x3 I C,14 J4 ® C.)4 J4 A6A 0-" i 1-6-0 2-0-0 1-&0 1-0-0 3-0-0 5-" General (A summary Deflection I✓ (loc) Allowed (A Bidgcde: FBC20171 TC: 036(1-2) V.00 0.0 i, L/999 7 L/180 20 TPI 1-2714 BC: 023(8A) 164L• 001 h L/999 7 LrM 7 RepMbrlm . bb Rtb: 027(2-8) (3n/O UT-1 002ir 2L/999 (I -I) 2L/120 0 DOL: 125% Ca./CHLL 001 b 2L/999 (1-I) 2L/120 10 FiaOC Ob 6 (13-5�-I5,11a (2:I-123-14) (30AMA) (4041.3A) (53-p-522) (6.1-125-W) C/04,W) (8045-8A) Reaction Summary 2t ;Tm &¢Oxnbo Bije Maabl RgdBi¢1Wh 9 (RhQ 1 8b Oxu�M.ay 300b 6 HF( 1) 1 8b Co M.V" 3006 Material Summary TC I SP(AL9_63013)1122,4 BC (ALSC62013)it22x6 V046 8p(.4M,2012)R32h4 Loads Summary 1)7t&"hasb-d*df«h-fasdteb IOpoibw—d,adi.badpi.dmdbads 2)Thsnichasbm,da@dfaimTaofuWhad;namlyda=%iLk9M7-10%�Aixtal*%igu dSsd Um4O4733fth-15itMErdZTns N-4tff dwdamr6dmitCL-IdO,OCZa wdb4ft 3)M'nmummmgrarclndrguamrdanmrf�IBCTabE1607.1 hasnabminpptdd Load Care Ir1: Std Lie Load Point Uads Mmdm ll L=ion Dimim load Trb Band -'i 1-2.12 Lbws 947M 24i, TapChd, 3-00 Lbws 30M B.Chd 3." D— 31s TapOd 3412 Lbws 42bs 24b BaOd' 3412 LIP 2M 24n TopCd, 440 Lbws 42hs 24b Bdcm 44-0 Tip 2& 24b TopCdi 5-74 Lbws 42b 24n Bacd 5-7-0 i}a 2bs 24n Topchd BalOd, S4F0 5-" nk a. lawn 30bs 3bs Load Case Point1 MmSe � DI: StdDead Jzad Inatin Liman road Trb' Baud) 1-2-12 L7m,n 720 bs 24b TopOdl 340 D.. 6bs BmChd 3-00 Dow, I06s TopOd � 3412 Lbws Ibbs 24b BaChd Top0dli 3412 4-" tknw, D2 ohs 14 bs 24b 24b BaQd 44-0 Lbws 20bs 24b TopOdi 5.7-4 Dp I46s 24b BaOd 67-4 ❑rsn 20bs 24b TopO,d 5S0 Dawn 6bs BmOd 530 Dnwn lob, 2032bs - -981 fe A81 bs 46bs 149bs - -1251s -1256s Obs Bracing Summary TCB.drg 9abd«%*i 630,11a1iadepby0h- ip[ 160mphul'makEEspm*eCAJY&dnsl(iibbFiABnkl'n8magayBQaIAO�QealBgg 001111/01/1 PE 7 051 ` STA `.41 �,, ORI� sS�GNAL ENG�\��� SsraArbytrBuifig J3LLanM.731�)�, n, :diasan ISgrugepFak«'5116;wh'd,;d' esahghesa, laga,{gepAe Southern Truss Companies, Inc. Thiss: J2 T 2590 N. kin M wa SOUTHERN +°� � y ProlectName: 1833-A-Ln TrussD=gr r- dirt Fort Pierce, Fl 34951 Date_ 38"18 858.28AM i Tracy COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: ION �rSiaY Mate 201611.31BlrildJO) vmgm 1565 Slatt Pitch Qry OHL OW CANM CANER PISS Spacirg WGC/PLY -12 5 /12 12 04M w 1- 0 000 1 24 D2 7 ft Loading General read ;I (psi) eaacmG FBC2017/ TQLj, TOIL 20 7 PkpMbrlm : TFI 1-MI4 I& Bay 0 DOL: 125% BCOL:1 10 P1aeIN(ffi(7rs),'tiv�Rt (13-142-3A) (2DW-139 III Reaction Summary 2r .I1ITYM lllpgmbo BsxVAih Maesl 5 Tii(Rh1)) 4 FiRN(Tnas) t I 8u I5h C-14 Macon - 3 }i(G�ol(r—) 1 Mh - Material S�unmary TC SP(A-906-Mt3)#22x4 BC SP(ALKY.2013)122x4 Why SP(AMS-2012)OZE4 Loa , Summary 2) 2-M 1.4-0 0-8-0 1.4-0 2-M 12 5F— 1 8 cJ4 CJe CJ8 CJ8 0-0-0 0-0-0 (M Summary Deflection L/ (loc) Allowed TC: 0.10P3) V.Qt: U F L/999 (4-5) L/180 BC: QII(SI) %&,U- Ou(P L/999 (4-5) L/240 )Mb: OD7(2-5) C.Vairu ODI h X1999 (1-1) 7L/120 G.U/CH L- Ob 2L/999 (1.1) 2LA20 3DO11 2266s - 40bs 3DOh 81 bs -44hs -43k 3D)h 36bs -30bs -27hs Bracing Tcar6-3-0,ArGsdsgnbyohas ��«A+ s BCBmdIg 9smfWmftAsnt10KRebdskpbyCims -44bs ohs -30te Obs U-40va47.33 sdsgsarfbE,,dZ—T,idkedsnd®* ikr.iD7-IOurikro►rs:gssaddnefipa 160rsiohnlnmtE@sv.e�TW9Fit Cabl9FfpBuii'r�Ca�«yQ(I�IDD),OwalBifg Lirt40fa'� 4733 Qh�I5rlr'YxFnd7 Tn�,llidrndadsmssdea<DQ.=IID,OCZorcWdh4fl 3)Miihi6magmecW ii&mdu=vAIBCTabk1607.1 hasmbmappfd Member Forces Summary TebkidrnQMmbvlgmaxC9maxaxhlfaq(maxmnpr.ramtlderascrmm axaxalrao� TC !1 11.2 OA84 -751s 23 0.099 -256s BC !I 4-5 am Obs 5-t QI 14 93 ft 49h0 VAs III 2-5 0D69 219bs (-125bs) Thtry-to-truss Connections Summary ID'I ChnisdT— G.YigTr 0(ra Ti 32 08 2-12 315dsg cis .�TT P C16 21A u TTy� T C16 - 2.11.0 315dT 1V 2z (� 211-0 ' 4sft\\��/� ��GE/V�j+F���i�-/i I)Th"sd, ch-,,A A5CE 7-10assd—dbyt 7M7Fbil.&afngC.& 2>��xr>:an:f�la�k�«,1dd�md��dp�k�p.�rddda�dmd, PE 7 051 _ hadasrldS.b)xQl❑CnaudamgA&/A I. 3,q- I.13,habmappTdbkphehelse�rn+dagvbxgr7ulbykTsMamfcpffAMIA I-20025imMl 4)T a.oaain'sr«e.�Ph�lnepm@nmy A}angc«oe.rstum.nloam®ondal6q,o,Gnfoesriesuxmsmmand.gil'�asoan:sknmam9n.riay. L i . 5)LseiaGds plt—i,.Wvdw MWFRSOLyW rrg STA l �-,4 ORID hurt¢ ord'sdagnhalbefiunttdntkemsmmamcThdspnoftwirFiias hsdonh o*-andm*6-msa",WtykTn Marulb—Mnissgmkaouaganfa pbn orttifm fi sxfoshbykBdift Brian MBl I1.rAIlmn'aamw:Qndmrsamparreorp.or�,almsssaisgre�aa,iymtiyr«kites sismv.smkmv' arnp„oxa� pog�adk'trrg�minro�„aro�sc�mnalw�-�r«add�alhran®ana�a,�rorph�a�x,tk naswrausrdtNSmRan9i«{g-reGnger�Incbmmshnsu�E9t-2762.AIozrmrphaart:Jyesg!„wl�kspxiful eme&rohxai a=18'whiis isduean Ph h!' s¢lep2phr«Sls;u�iMsaelsCrupc ,. i Southern Truss Companies, Inc. Tniss_ J2A SOUTHERN 2590 N. kin Ili wa � SF y Project same: TfFmDea- 1 r, n �,� TH14S9 Fort Pierce, F1 34951 Tate: 3WO18 8:5829AM con1I¢sd� I COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam : 1 OP1 Trut ' N sia4 20161131 Buld 101 1 Ma(erialDaW- evassm 1-W , Fan Pitch Qry OHL OHR CANrL CANTR PLIES ST-9 WGDPLY -0-0 5 /12 2 040 000 04M 000 1 24 hi 411x 'I f� I I 1 0 12 5F— .I m T 1 I� 2 1.5x3 I �N T I 5 3 1.5x3 I 4 0-" 0" 0$0 1 l- Loa°ding General CSI Summary Deflection L/ (loc) Allowed L-d (p;n Bt)ggGxk: FBC2017/ TC: 004(1-2) V.OL. On L/999 5 L/180 TCILj, 20 Tp11-2014 BC: OaL• 2(3-4) Nbn Ob L/999 5 Ln40 TOOL 7 RepMhsise rrm: "Fs VAb: 0.10(I-5) . H..M oil BCLLI! 0 DK)L: 125% C p%W,y'G =20 BCCL: 10 plae f'ses(1n7CV'Ane1: (1:1.2-1,M) (52-1234M) Reaction Summary 7r IIITvpe r BM92ML. Bi� Mava1 RgdBtgWdh M.F d M.G-LW M.Vl Uaft Maxtw M.%'k 4 t9s(Ndq I Sn CmssMavrty 300it 56hs - -3 bs -3hs 44 is 3 HIT=) I ISn - 30D•n 10hs -4hs -3 hs Abs - 2 H�t'ol(T) I ISn - 3Wh 29bs - -36bs -36bs Ohs Material Summary Bracing Summary TC S'(ALKY2013)K22h4 TCB—g S d d.P.6sat6-3AP i.&%nb/Ohes BC it S'(/dSO&2013)9-'b4 am ig 9smtniaAaisatl0-0QF1aGsdgAsbyGlxes Ribs S'(AIM5-2012)R32x4 Loads Summary 1)Th"snachaslmsd�sei(afcdfeEdnb IOpA =.dod6.Wp1sdsdbade 2)Th'sn�lnshmide;gnedfntsedf�dw:d bad;namdanna1s.19�7-10vAt¢fol 4%—ddnedipx I60mphuktatE�moe�ru/s'Eidzscd,CebL•Fip13u31n8Ca�aylfQ=ISp),O.aa1BNg Dis 40fs4733Qh-I34MEd7aseTms.N*.i,W.6-6& iDOL-160,OCZ—Wdb4fl 3)Mnimas. g..bh ipnamxda—,ifiMCTe1L-1607.1 t—t..ppW Menr I Forces Summary Tsbkidm¢ManlvlgmaxG5l,maxaxblfda(masmmp.famfd4fesnfnxnmaxaxblfmr) TC I1-2 Q036 -32 fb BC 1 13-4 0018 Ohs 4-5 Q018 446s (-SW VWs ,i 1-3 0.100 -32 fs 'hiss -to -truss Connections Summary IDI Q.TWT— C.,VmT= fbnYi cok Angle 1vot�' lA Ci4 2-II4 315dg \\\\\\��1 I)Th shvadmASCE7-I0 assdammdbyfie2a7FbriGBgifngCb& 2)V6sOtard)trzOl.rcMetialandlnr¢amld4�nsA¢bhch dpiahmePmn9moxdddLmmdmdmdYsa�npmiasOdl ll.H� gslkA iIitamdmmiiA1.9/fP(1. �� ��Ci ��G 3)Aspn o>,volGar,Cq=I.13,hazbmsap(JdoM1gA.ebeal�rmL�whsas�mridbyfrr aMandao.cpcN•9/IP11-2002&6m242. 4)T mrunun'sing/aphnslnepeaemonV}Ahesgea0tscsmaaalwus�ondmlhpwiddo�tiemaxmsa7nasdysEtdpunistieliasoms9m.ray. 5)L'iwd i dfir®*-bi+ mMWRSOsykndt. 1 I i PE 7 051 1 _ II II t4arFa otdfsdsp deltefiani�olxa®naxMaaa.Thed Endh bdnilalkh nimde5g cveandn�ome.ssp iMb/heTn tMandaueads ymlxamuag and dt cnrmmnns�rM IeH m' a" _ ._ "g BrianMBlnkly c� Southem Truss Companies, Inc. Thiss: J4 . SOUTHERN 2590 N. kin Hi wa � � Y NecLNdme: TrmDcsigrer. 1833-A-Ln die miss Fort Pierce, FI 34951 Date: 3/3=8 868-MAM c«ii nen[SuluaiDrnTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pag!: 10f1 Thm \kr. 201&113 [Blnld 10] Material b.bi aw wrccn 1565 k'. Pilch Qry OHL OHR CANfL CANCR PLUS Spacing wGr/Pl.Y I� 5 /12 13 004 040 140 040 J 24 in 1211s 4-0-0 1�4.0 4 3-0 21 1 x4 1 CJ6 D3G CJ8 D3G C.16 C.18 ii 0-0-0 14-0 2-6-0 0-" 14-0 4-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load (pd) B14C..+.• FBC2017/ TC: 013(73) VnGL On LM9 (4-5) L1180 TCLL: 20 T171-2014 BC: ODS(" VALLI OnLF L/999 ( -5) L!240 TCDL 7 RepMbrtnamse: 1B vAb: QIO(2-5) Csm/Ui7T-1 ODI n 2L/999 (I -I) T[./I20 BOLL 0 DQL: W% Cvaoniz- on 2UM (I -I) 7L/120 BOLL: 10 %70L On 3 Ph.Cffaa(3 ): Summary 13-142-3A) 1390.5:1 ) it Ztraction .Tr Tm. BmC=bo EkgWdh Maeel Rpd&e M.PR M.C-13LHI M.WdUA M.Upa 5 M(Ml) 1 8n Cm Mam" 3D0h 227hs - -71 bs .71 bs 4 (r=) 1 ISn - 3DOn 41 bs - - - 3 rH, CI'ma) I ISn - 3.IXIn 651s - L76s fi7 hs Mat II rial is ary Bracing Sin mv" TC S4(A1S0:2013)f.22x4 TCBm ilg S h . W aPf.., &A Pf. &d pby0has BC SP(AL9]i2013)P234 BC&adg 9.4.da ahsaWAhakd.Wby0has Rbs 9'(&905•2012)k32c4 Loads Smnmry 1)Thir4shasban&*WfafmTazd 100bobM6d dimbad*A dW& 2)Th'sri�laabandsguiiakdlasofwid had;naaadarav4�7- Iouirkfolavg�dfmlip2 160mphutlnaKb�pmreC,BdyEnitxl,Cebl#ip,&:3frg�tyayn(1-IDO�OwaOBk� Doc40�.4733yh-15RllbEMZ—TrunN*w,,d,.a,�..edaaiDCir IM,OCZ—W.,,h4ft 3)Miimm�soragea¢hadirgnaavdarn uhniCTabb1607.1 hssrdhaaspp6d Meal ber Forces Sunmia y Table:dersManbcll)max(3.maxaxeironr(ma>mnpcf aaeraeurmmma.aaauaa) Ohs Obs Truss-to-trms Connections Summary TDI Orr'eTu(a dg14 cis 54-I \\\\o( �N IMI I. ' J /o//-8 34 �CIS 4503BC71hg 34 06 535 315d% TP.I A D3G 44-0 9odg \GENc��,\ 904 TTi j 3Af D G � 990d gg , V� PE 7 051 hasiloMsLE7-10mrdaamlbyk377FbrUW1dngCo& i 1 2))b'ICidiiorz0'tankwnalandhor¢oriolddbmoadoeuFebadplshnapozr�urmrofddlmmArendadbad,amp 1asMI LL+(Kc-galkll R;naooNana:.utiA1J1RA 1. l � -7k * � ' 3)A•pauyaraWfaal,Cq=1.13,IaAxnaprfednkphtbealr�r rvehezu�¢ifelbykTru¢Ma mcpaNS/rpl 1-2002Saon242 (+- 4)Tns.wmm simi;fagrephial'netn®mnmly Nwgcaak'snnralmrmonsFml6ryao.dSio�akmax rm�inardupiT�dqunnkRe>monSmncry. 1 �'� \ /" STA 5)U,4 wupBlnaa..ba,d mwFR9Qdylo&w- .{L \ (r(e/• \,40RI1) NGrtC6 hmpynfdtbde nsk+lbefumi3edokaeanmraar.Thep{irofhFiarnifalrvsklavdmdegnaeeandraryiarnmsgg4dbykTn sMamffamcaM�crgmkaoway ardmnplaeRoflnidmreimssfMrtyk&riLrg BrianM BleaW w�lmfisdauig'nda�eaepamvfpofexaelagrnmgrggrtiSb�kyfakne;mnq�mudgm�aun�tKm�vpageardk"IrriprnrulnfmreimBGmalbbe"pgefaaddroiuliifmreconAlam®r�a9mlbe _.�...�..v •r-^----'--`---1---�.-.., ,,., ..��_...---'"-----._._.�s.._�_ _�_.-.. �...--""--`."-'-'_--'"--'-`---..,,.e. _.�-r---..y�_--•"_---- `- Sua&ig,4A605I Southern Truss Companies, Inc. Truss: J6 I NectName: 1833-A4n SOUTHERN 2590 N. kings Hgh N y Tns,De,iffcr. dhc -aA TRUSS Fort Pierce, F134951 Date: 3/3Q/2018 8S830AM C Soh6oasTm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 oe l ;i Tim *r.%VM 2017.7.1 [Bwld2] Material tabmve4= 1_-%5 Span Pitcb Qty OHL 01-M CANEL CANTR PLIES Spacing WGT/PLY 6130 5 /12 12 000 040 0-0" 1 24 in 181l% 6-0-0 441-0 , r 1-4-0 6-0-0 ZONAL ssronbytca adi� Brian M. Bleakly A 1 �s,�nd:a eanoe"b�lgg e&e Southern Truss Companies, Inc. Truss: J8 SOUTHERN 2590 N. kinea I-Ii0muy � &r muss Fart Pierce, F134951 Date: 3/3(12018 8:5831AM so1`triomTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pate 1 of2 Truss l Nb a 2017.7.1 [BuOd2] Mate,W Database,+cniun: 1565 Span Pitch (tv OHr. ow CANTL CANTR PLIES Spacing W&MPLY 800 5 A2 36 000 0()0 140 0-H 1 24 in 24 nis 1 643-0 I' 14-0 6 0 0 Loading '� General Load (W) u4Codm FBC20171 TCLL1 20 TPI 1.2D14 TC[Lij 7 HgsMbrrnomz: Fs Bar 0 D(1L: 125 % BCOLV 10 Vh.0f2 Q.0,- AMt n}142-3n) a�s90 Reaction Summary 2r Twe Brn.Cambo Bmxuh Maea1 2) 5 A9G A11G 0-0-0 0-0-0 C& Sm mlary Deflection L/ (loc) Allowed TC: 082(23) VnCR 018h L/403 (4-5) L/180 BC: 055(54) VnLL* ODSn L/999 (4-5) U240 Wb: 0a1(2-5) C&MICHTL• 0.16nLP 2Ln53 p-p ?LnXI CudaH[L• OD6bTY ZL/375 (1-I) 2L/120 5 (MI) 1 8n Cp maa.y 3wkh 4 J—) I Ish - 3DOh 3 lilIlIoIl(rs ) I I5n - Mh Material Summary TC T..(AL9C•S2D13)r--N4 BC 9'(ASS72713)N21A 118n 9'(ALSM2012)A32.4 Forces Summary 363 ft - -1141E 121 bs 183ft - -162bs Brame - Sh> Ws Pw6.3-0,hsfnde*byDMs BC&.ft 9smbedwR ksa51000,Buisdab by0h- IOvAsbefisbu:rdsexddrWipt 160m(isWireKE�pnare�TuyFldad,Ceblfip,&sbigCa�yBQ=IAO),QvalBtlg •ILA,CCZ—Wdh40 19T.i Tabl:'ssdae:Mmhel[�m azCgrnaxz+ieuasq(rtuxozr�pera�aaaraeutm� rnazaxalraa� -162M OW Ohs PE k05 TA 40 Al 4 rvaL 1IIIIIll n��ro�,�ae��romqr,aB,a:g BrianMBleakly r1 F 18 ;wtids idmra li�evmn ISg+ugeplae +' Southern Truss Companies, Inc. Truss: V12. SOUTHERN 2590 N. kings Nlghway �i��� � non TRUSS Fort Pierce, F134951 Date: 3=018 85832AM uficnsT� �p1 m COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: larl Ti3hn� ?016.113 [B1ald 101 Ma `I! Daly sm wxsi : 1565 Span Pitch Qty OHL OHR CANPL CANER PILES Spacing MW/PLY II 12-00 5 /12 1 000 000 0" 000 1 24 in 361hs 12-M 6-0-0 6-0.0 i 6-" 1243-0 40 - 2 i 12 12 5F— --15 Q m N ' I 3x4 - 3x4 - 1 3 lx41 0.0-0 0-0-0 12-M 1240 Lo ding General CST Summary Deflection L/ (loc) Allowed road (WO Bloc.&-: FBC20171 TC: 062(1-2) VAM Oil L/999 1./I80 . TCCL 20 TPI 1-2D14 BC: 0.47M Nhu-. OhUp L/999 L240 TCQ. 7 R1pMbrin : 1-s Nb: 005(2-4) It cp, Oh 3 WTI, 0 DOL: 125% OepFba..K -20 B Si 10 Pbb01)"�p l: 1:1-2 (20.03-130.) (3:1-2 ) Rea' on Summary Jr T Cambo NM% Maehl W13MUM M.P-d M.G.- M-WdtW MaxUaft M.H ix 4 (Nhq -1 144h Ca Maxxay kkdaban 311 bs - 63 bs 63 Es Oh 1 . (.'D 1 144b Ca Maxxxy U&— 789Fs - -105bs -105fa -36bs 3 (Ml) 1 144b Co Masasy UdMM 289bs - -I06hs -105bs Ofs Ma 'al Sunm3ary Bracing Summary TC SNATSCS.20122)f32x4 TC&a61g R.Jwax%*-,6d-0%i.d�*byOhas 13C SP(MSC62012)032x4 BCW.6g S3mbduP f.at6-KPaf dajtby0has . Wft SP(93062012)4f32x4 LoA Summary 1)Th's hasbmidagndf kdfa6da ,10pdbm ndxxdMWdpis6adb.& 2)Th'sas✓Shasbmids@wdrarixxtfasofuidbadsnaabrdanm�ri�7-IOw�lkfoMigtsaddeatipt IfOmphWirekExposaeC,FulyFitdui(CebLiipl3iliigCa�vy11Q-100),QaafBtlg r]is40 4733f(h=15ftl xhEMZ—T.,r,N bridwdtaxaEe M IbO,CCZ—Wdh4R I Me rForm Summary Tabpidia sMmbaigmaw(31,nexaxelrmq(max¢mpr rav Sddraavfiommaxaxalra� TC Ohm 1881s-lalfs) 2-3 0620 188bs LIE hs BC .II 3-4 0.46S 125 bs 63bs) 41 0469 125hs 636; Wft 2.4 0053 -186fs Net= I)Th's 2)Vn(Rftrzptarekva®IandM¢molMlvivadiebivekadpkalmrWmatpnwofditdmdmbdmdWQmmpmlasllil 3)Atpa- I� sbaWoMSCE7-10miee iadbytcM7Fbidal3dingCo& Il+()Cu-I)x1Nl Il.naaudatlxaitAT9/fA f. \\\�' I I 111lI// IIm;Cq=1.13,havFmtapp6dblxpbebeatnslvahsaz�mTu3tykTnesMamdao.apaAP&Ifpl 1-2002Samn242 4)Uxmi xpfdhmd-hs adwMMSOnlykbdrtg h� pp1 ENs�``���i --� / PE 7 051 r � � 'O ; STA ` D I KMCE [L�ta'A� ofh'sdayP9mlbefiani7adbkea5utmmad>.Tede noff�¢: inaialauaulxvalmdsna'aeaMmpuannreppWlryfcTns:Mandaavra�drdaupniramaary aMmnpla�ofknfmmimsifaTbykBuili% midsdaait8 idia�aazp¢nvorpof�wlmgnmi�n 7rxsbBy�liyforknrrmngtuxradeivndbnn°skmwplgeaMk"Impexarelnrarmaron6Gmea1Nn3'yvgeforaddedelnfombtinAlaxamrphtsdalbe BrianNi Blfl1y numf Smpxn9ug-TiCompv�lrouaapdan¢wrttli3i-2762.NmxasbrphasateXlp�ygSlmistxvlhlpHts¢esfo4iudbya"•la-wFidiMiarsan l3patgephgaS4la;Mdtid®tsah' usin l8 a1 � ��� 259011FrtecHehRAra;Fl34951 Southern Truss Companies, Inc. Truss: Vl6 7t6..,,,TRUSS SOUTHERN 2590N.kingslTi l��ay ThssDecipm &)c Fort Pierce. F134951 Date: 3WO18 8s832AM 'ri'Fs rNq ICt}MPt1tl1IE3 (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: 1 of 1 Material I 201(x113 [Blnld 10] iJaulnse verain> 15h5 Span Pitch QLy OHL OHR CANrL CANPR PILES Spacing NVGT)PLY ij(r0U 5 /12 1 000 000 00-0 0-0-0 1 24 in 51 l s 6-0-0 16-0-0 �j jl 4x4- 3 12 12 5F— —IS I qo cS 2 4 i 3x4- 101 3x4- 1 5 j it 043-0 0-" 16-M 16-M Lo' ding General (A Surrumry Deflection L/ (loc) Allowed i aad (0) Bijgc. . FBC2917/ TC: 065(34) V"CR: On L/999 1./180 TCLI.: M 'IN 1-2D14 BC: 027(6-7) Ulu- On L/M LIM TQL�: 7 P pMbrl—: Y. %Vb: 0.13(4-6) H..CR: Oh 5 ISC1L'; 0 UM: 125% OapF—,X =20 B 2L: 10 Mew Owl (1:1-2-03-80.) (3"3.13n) (5:1-2-038A) - I Reaclion Summary Jr III Type &gQ bo B+RNNh M.- ROftW h M.M. M.G-tw M-WdLW M..Lw M.Hx¢ 6 HM(Vhl) I 192n Gn M.M Ult— 282h - -ISM -I52M Obs 7 IFU(15hq I 192h G—MMaspmy 13dax 299h - -65h -65h Obs 8 l�jtPl(Nhq I 192i, G—M ..Y thl— 282W - -152bs -152h Ohs I IS,(Nhq 1 192h C—M..my U*— 193 bs - -81 bs 4nh 49ft 5 IT��M(Rhl) I 192i, Cp Maromy +}damn 193ft - -81 bs -81 bs Oh Mat'�nal-Sumrrrary- Bracing Summary TC SP(AL906-2012)732.4 TCBmmg R-t a4 r f..6-KA tnd.L by0t— BC SP(ALl1 - 2)4B2a4 BC&adt Sh f dmRAsw&3Ah.isdeepby0t- 11Bs �j SP(ptS[y]D122 .4 Loads Summary I)7har�shasl+endeapW farhedlaEd+eb 10,r band.Wl. ndPha dW& 2)Thcr.4sshasb-dsyWfat—T .fr i,dhdsnamd—,*A9CE7-IOv./+hfob+.i+g+cr�mliQt 160mphWirnkEgnaoeC,FJyFiidaul,fnbLiipBuil'.�(aegdyil (I�IDO),O.va1BBg �rt40��ft���x�4733fth=ISftFidZoreTsas,Tl�radu�mrsdea1.17C[.=1fA,OC2ueWdh4fr M,mber-FormSummary TabkidasManbaigmaxC4,maxaxhlfaq(rtnxmmpcfo¢dddianfianmua.hlfom� TC 111-2 0392 -871a 34 0645 208ft (-71 W) 2-3 a645 208). .71 h1 46 0392 -87bs BC II 5b 0.192 941. (-55ft) 7-8 O.W 79h (.Iris) -I &7 02b8 79hs (-lift) &I Q192 94bs (-551x) KFft 2-8 0.134 421ft (•213bs) 3.7 OD82 258ft (-215bq 4-6 Q134 421ft (-213hs) \1�I I I'I � I)Th'sdej�n'slnmlmA�E7-IOazsdemalbyhXl7Ft.idxBuifngGsde \�\\ N +" • uL �� 2)16i6 ardFixcCRamfiew�landha¢meld#mbrnArtbfuetadplalraepmmpusaaofddlmonmswdmdh 4mmpudasiliitl+({:c- 1)xIIfl LL'nemd�,s 1.rr.'�5 ,AhAMlM 3)Agas yopmoifaov,Cq=I.13,Imsba�appistlotrphehvalre sd wlasassp�WbyhTnffiMandaovcpe-AT9/1)'f 1-2D2P®n242 \\�}��' ,v�(VV�\ 41C�aidupbhmoixsbp�mMWF1tSO+lybadrrg \ V / \ -46-7 _ / PE 47G51 TA OR ///`,4 E�G����\\ �sS10NAL ��1(I 11111\ TXIifCEofA'sd'ndrelkfianeFWufnaeavimdacbr.Tfe6v'dnofh's'.vPvihalnnc'slnadmds�utmasdnquisnnn;:zfgGd(ry1KTn>MarafaaurarclsymMaau»gardmmplvs�offri+rmmans:ri.fibytieBudli T)5@ncAalmhnbauisgidiaaemrasntsiryofsurelo+g'nai+gnyrvdsTrymltyrorhneu¢mpuu¢d�na+wnSslemwpageardtlie'7nryut+rainrmseion&Cu.rulTbd'ry�faradl6aelisfmrecu�Almm Brian M Bleakly nns.daai�tysnPsm9mgrecmyar,,trchamisdanxN:nFSi•276z.Almm mrpF+n9cslbe arp6tcerc27''mLRreT.rirWph�ve'stono++dtya'Is-Wn'ds tsars lsLzugePk+km• 1s•.vndsne esabghnvdm l8&+ugephe '`"'¢doub O 2590H1.-ms}rehk}Se¢A34951 Southern Truss Companies, Jne. Truss: V 19 SOUTHERN 2590 N. kiq� I-EghwuY Pro. TnmD=_gner &Ic yy 7F1U$S Fat Pierce, Fl 34951 Date: 33304018 85833AM j i TM TnM ` � CQMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 of 1 rs* 2016113 [Build 10] Matenabatatra.,emnsiat IW I Span Pitch Qy OHL OHR CANI'L CAN1'R PUSS Spacag wG1)PLY 104W 5112 1 0" am 0-M 0-H 1 24 in 651ts 9-&0 i 9-10-0 9-10-0 it I 9-10-0 19-8-0 4x4- 3 12 12 .I i 5F --15 � II v I� 4 ^ ry 3x4 - n In 4 - 1 U 5 5x5- I 0-M 0-0-0 19-" 19-M Lo' ding General (M Summary Deflection L/ (loc) Allowed L.wd�� CA Bugcode: FBC2D17/ TC: 0.76(2-3) WOL- On L19W L/180 TCU. 2D TR 1-2014 BC: 039(8.1) NMLi_ OAF L/999 L/240 TCR1 7 RPMbrl—: Y. Wb: Q15(2-8) H-M On 0 ❑OL: 125% Cr�+Famyvv=20 �i 5 10 1'he0trsaflrv7C3'+1nR} (I1-2-03,M) (3110}13A) (5:1.2-03SQ) Reaction Summary jr iII Type Bm90RoB.WM M.RmMxGM.V"tw Ma" M.Hwk 6 .Ut— 393 hs -2101e -21OU Ole MCM) 7 (Vhp 236E CMavy Lhb— 194 h Ole 8 14M(WI 2361tCa�Ma—y ULl. 393bs -21Obs -2101a Ohs I ph( - I 236is C—.Mas.,y U*— 237U - -126 hs -126hs -60hs 5 IiRd(Wai) 1 236F CmmmM—y LHaaam 2i7bs - -126ra -126bs Obs Material -Summary Bracing Summary TIC INN31i2012)A32x4 TCBmdg 3m1�orAaissat6-30,F1ais byOlws BC 9'(N51CK2112)A3." DMI-rie 9aatedorFbr%W&-%APLeMd*byOhss W(a �' SP(NSCL2012)ON4 Loads Summary 1)Tbbrti ahmbm�dgaelforledfesdmb IOpdbotandaadFnbadpladmdbads 'stIhashande:,yeftorledt733eEofv:d badsnaonrdanenh49CE7-lOsshhfdasiiguscddmlign¢160mphub-%Esp—a rF*F�Cebbgp.BaifmQmayn(I-IDO)•OroL,B� flh-15�E+dZ—Ttna,FkOxndy*m,idmdDar160,OrZorcWdh4ft i Member Forces Summary Tab@id3CcMmkTDmuC54In I=hlfor%(m pr.fu¢ddNmffmnm nalfrv4 III TC 1-2 Q705 171 bs (-13d t 34 Q759 34I h; (-164 [s) 2-3 Q759 341 bs (•164hs1 4-5 0.705 Ill la (-1346s1 13C 5.6 0389 92M (-55bs) 7.8 0361 801. 67 0361 8065 &I 03n Sala -SSW 2-8 QI55 4391e (-22 hs) 3-7 0007 -123hs 4b QI55 488 ba (-2a5bs) ;T- I) hsd&phbas4m4KE7-]Ommrmr�31bytc2O7FcrihBuilhgCDde 2)NMCRandH—O2s.1-w6alardh.iea IdAcbr.d,ebF<b3dplslraMmmlmmtofddlewduebdmdbadnmpmlasWLL+(Kc- 1. 3)Aquaiymedf-.,Cq=1.13,hasbmtappWntephebt lnoano:dsgnwbaasqaifeSbykTMMandaowvprAT9nTI1-2w2%=' 142 4)L�1'i vrdarffir oionsin�dMMWFRSODybaft \� ��GENs�.`��ii -a , _ / PE 7 051 _ -O r STA • / vh hXfC�ma,mrnsKyg Brian MB1C1:j&- Ih$picA�lmffadiau6g'ridmttaoa;en¢ofpofivnnin�gnarilgi�uab5yatkfpfortenasmr�pu�sude�n9rmsnSsinanvpapranddie'Imprrnntlnfmra6riSCanaltkc�'pngrRraddrcmlufmrennNmrumxphtsdulbe ����I ma�ufaby5mpsn9nmTcCompury;IrcuamNanxu+AESR-2762.Nma�rphe:am�Pns�qurJ:siespmCtdpbed`rcfoinwibys=18"uhdi nLw�can ISgaueephG,xStl I3;uiirhniasah'gfitman l3gau�plse 2y90T11uesHe3tA}4s¢Fl3495I Southern Truss Companies, Inc -Truss: j V3Project II 3OUTHERIfi 2590 N. kings Highway Name: 1833-A-In TnmDesi-.rler dr. �,y n, TRUSS Fort Pierce, k134951 Date: 3/302018 85833AM TruS CC FAPANIES' (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of Version:- 2016.113 [.Build 10) MatUial''Iwlaseversiolc 3W IS1en Pitch Qty OHL OHR CANfL CANTR PLIES Spacing WGr/PLY 131)0 5 /12 1 &H 0-H 040 040. 1 24 u3 9lbs 12 5� 1.5x31 Mates w Summary Bracing Summary TC 8P(AL9C620121*32x4 TC&avg Shmf daA *"6-34),Hafndwby0hss ec ! ST(AlSOS20i2)63-N4 BCBrig q.Mh ha1sa163QRufndeWbyOhm W1,, 8P(Ar-99S20I21k3h4 Loads Summary 1)TVs.kmhaab-d5Lmdfafedrasdcb IOpsfL ,dadi Wpksdmdbak 2)7hismslnshmrdrygalrafrdr�ora.idlaads�a�m�.,r.�7-iow�neww:��editla:pe Icon�n,re,maE�,�r„yF,d�csetirrps&,�aca�aynp=Ino),a�a1B>ig Llro40fti4733 fth- IsREdZ—Tncr*Htceda.bmrsdaslO(TPILO,OCZ—Wdh4fi Meipber Form Sumniary r��sMen�lgma.�,ma:axhlrag(ma=a�.r caare�sanma.axhlfaa TC !i 1-2 0210 -112ht 13C '1 31 OI37 121h -"k1 V.Ibs ';� b3 QI35 1471s ,Dk:q IL4(V -1),1V U1.h-.darmAR.9RA I. 1-2002Suon242 \0\N' MI. Bt o/I P-E 7 051 ` 1 _ -O ; STA ` ///s'%NA i rTn M—fa-.drdm.pmfeammg•xnimrtiplvu55ofleidmre(ms:firdbylnBuitieB Brian M.Bleakly L 'Imps lnf r fnSCaaralNNejawfaae&iminfmm finAlmraimrphgdoIh: =18'xhfiidEa�san l8pvg.&p orStllS;whdrid'mexah ei�n 18pµ�ephe �1 �9YIN 4'..ocH.R R IK.n-A]dOCI i Southern Truss Companies, Inc. Tinss: SOLITHEiRN 2590 N. kin H7 7wa � Y Pajealbme: 1833-A4-ii TrussD*_mx.. dhc -muss F[xt Pierce, F13495t Date: 3l309A18 a5834AM >1x>xxaSohmasTM Tms COMPANIES' (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10f I versic!m 2016.113 (Build 10) 1NateriADatlbaeaers;m W Spa,.) pitch Q1y OHL 0HR CANTL CANTR PUS SPacina, WGT/PLY 44W 5 /12 1 0-00 01" 060 0U0 1 24 in 1011n � 4� 2-0-0 2-0-0 _ ' 24)-0 44)-0 4u4 - 2) E 0-0-0 0-m 4-0-0 4-M Deflection L/ (loc) Allowed Lo '`ding General (St Sinnmary Load ({4) BtlgQxir. FBC2017/ TC: 070(1•I) Vnat 0illy 1.1999 L/180 TCL;� 20 TAI-2014 BC: 0.14(34) VATr. On L1999 L240 1 T�.I 7 P pMbrfr— )'s RIb: ODO(I) frxzCR Ob 3 BQL: 0 DOL: 125% O=Fh. .K.-20 I I Mat nail S�mmrdty TC �(AL90L2012)[B2x4 BC SP(AC9(]L20I2)A32x4 Vbl 48u CnimasMaarrcy 136bs 78pr' - - S6bs Forces Summary Bracing Summary TCBmBg 3imt�elaAvisallODO;Aafidnby0dias BCBmmg 9sminlmAaiasw&3gRA d�by0h- imd bad; -IOvASF¢blmft—ddiWirl 160aaq)bufiwtExpa—C,TuyE+chF4OabL4ip EkdcrrgCatMll 0-Im�Cm ll tlg 0,0=$ Wdh4ft TabbixfmcMm,bclQmax�,max axblfom;(maxmrrgcfamddYi'mavfinn maxaxbifoem) 12-3 0.199 •112Ls 1 sDil 7L+(P.a - I)xDdl Dim...& m bAMlM I. I-20mSmun242 -66ba 12bs -� PE 7 051 ! 1 STA k�ro m a„a3romM bye as Brian M. Bleakly n ' Southern Truss Companies, Inc. Truss: V5 SOUTHERN 2590 N. kiHigh, na; ' Y � � Project Ndnle: Trssoedgne, 1633-Adn &c TRUSS Fort Pierce, F134951 Jute: 3/342018 86834AM Truss COMPANIES. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pa,- : 10171 �IsoQ�:201hll3[Bwld10] I,4ateri ,Da base V='o¢ 1565 I;ISpan Pitch Qry CHI. OHR CANI'L CANER P11ES Spacing WGT/PLY I50-0 5 /12 1 040-0 000 0-M am I 24 in 16 Rs U 5-0-0 � 54w 1.5x31 it I 4 it N 2l 0-0-0 3 1.5x31 Loading, General CS1 Summary Deflection L/ (loc) Allowed Load (psi BtlgCode: FBC20171 TC: 059(1.2) VnOt On L/999 L/180 TQ3.: 27 TH1-2014 BC: 038(3-1) VnLL: 0Up L1999 L240 TO.L: 7 RWMbrT—. Vs Wb: 079(2-3) H=Cft On 3 0 DOL: 123% OapT-eu i;c=20 DCCL:i 10 PheOfflm(Jnd. } Summary.Tr_Type 1:1415 1 2-1.124-M) (3:1-123-890) Reaction Hm222ho 13r¢Wdh Mabhl RoftVkh M.Rma MuCr4vW MaxVM[.bi8 MazLWdt M-T-W 3 TZo (WM I fD'n Co Ma-q Lhb— 152ft - 44h -94M 0bs 1 x,�(Wtl) 11 1 0D'n Qm Ma." Ibdabwt 239k - -82bs -10h 301 hs Material Summary Bracing Summary TC SP(AL9(Xr7011)fr3 at4 TC&.&g Sh.Wo h.T..at63AP fid.gpbyM— DC SP(ALSCG2312)A32s4 PC13atng SLehdorAafauS3-0,AaGde�tby0has vAb, SP(ALSOS-2012)$G2x4 I)Tirtrttvhasbmtdei�slforkdfeSdueb IOpslbonndx.dhehadplcdmdbad; z)Ths.t=cl�l.>rde�rakermsora;dmmha®a>a�b„anwste7• lat,�kroa.:�gtt�ad�inpe 16ompnucmaa�.e�>vH&�a�.cah>�„Bu�g��.ynp=Ino),o,��et� Dim4Oftt733Rh-15RFndZu Tnz;Nidwadv*MrWffdDOL—IM,CCZa Wdh4ft Member Forces Sunl%ary Tabu dasManhal[�mat(S,muexn faq(mummp fo ¢GdMaartfivnma:axhlfom� TC 1 11.2 0592 -112Ls DC 3-1 0381 121bs (-93h) Wbt 2-3 0.791 324bs (-1121x) Naec tat:fiKSM 2)'AICR Hor Utmete enalandha iddhfn ditiv bad*ts epn nvu ofSfmondL"d®dba4pttdnl)i LL+Xa.I)xl)efl Q.neaudar ,ihA19/R91. 3)Aq-%, lfam,Cq-I.13,hashmtoppralbkphehbali�nxdaigswfasas�ailhdbykTnasMandamcpcNd1n171.20025arion242 / 11// 4)Lmtw l up1fi mdbmbasadwMWFRSOdytaft \\``IIII 11 \ 1 1 1 ! / LPN----��.-��i RE 7 051 1 STA i-)30 `A, RIB M7RCf:Aapyofifsdegndmlbef i;Itaibfraaiona>,oaf.Tledcnoftisidnaiuln�ulamlmdt�nauhardrqu'mnews4�phll+yhTtuuManofantvasdn5st ka asd Asaimtisdmw' t� vw+ tea' avnplit�orfKnro,m;n$rambykBiafrg rtatada�.m,bysac®,qsgogrdaamagyimatngxltotslc'ph_ oafo�_noarea_ alaa_<i_aginh,u_igt�nsidryssHyrorkts�mn�menhsQnSbsvt$etemtcptgeaMk'lmpnaminruaneonSCmealNtts^ptgero,radfu.ulnronnavxtAlam��ph�9aihe Blealdy ea m(-2762.aFswEw,476051 xasu,:..,�sxa.usx....oaext ,I ( Southern Truss Companies, Inc Thiss: V7 L king; wa 2590 N. n � Hi Sh y Mw Na"ne: 1833-A- n SOUTHERN Tnn,Das;grcr: dhc TROSS Fort Pierce, F1 3495 1 ate: Y-3aM18 8:5835AM ' Sollrtion— Thrs COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Paw: l or e 2016.113{Bm1d 101 Mate4atabucwrsim 1W Span Pitch Qty OBL OHR CANIL CANrR PLIES Spacing W(3P/PLY 7-M 5 /12 1 0 &0 00{) 0110 01" 1 24 in 23 Its 7-0-0 7-M 1 7-" 1.5x3 l ti 4 1.5x3 1 I o" ding General (M Smnmary Deflection Ll (Toe) Allowed Load (pd) BI%Gxi.: bBC2017/ TC: 052(2-3) Vnat, Ob L/999 L/180 20 I 7F11-2114 BC: 024(5-1) I XbIM On LIM L/240 T t 7 &pMbrF—: lis PBs: M6(34) H.7CR On 4 0 IIOL: ILM C pFam,Ka=2D 10 17at0, t(1:1�153M) ' .on :1-1 4-M 4:1-I ) Rea wry 3r I T combo Ekgwdb Mabel kqdBmVAM M.Tt= M..C— M-WdU,,V1Max MaxH.i 4 1.(Nh0) I 84n Cm Mavray INm— I49bs - Sl bs SI Is Ols 5I U(Mp I 84n Ca M=" IS*o 264ft - .1421s -142bs Ols I (%I) 1 84h 0—Mammy laik— 141 as - -96. .94s 37OU Mat xial Summary Bracing Summary TC SP(AL6Cb202)Y3a4 TCBrzft 9hmfW.ftAsn63-0,)lafnd�byC4ma BC W(ALB7r2012 02x4 .13C&8drg- 9nhoiorAafisst6341,Paindeg�byCdias RHs SFVL9�'2DI2)032a4 m dcgpicl for IadfaSdeb I0 pail+otrn dxrd Forbad plsdmd bads mdc enadtorMdtesofxidhads'naoar&rixufsi9(,B7-IOxnlefoknvgmdl'nediqut 160mphubnakEsp¢aud',TvijFiido4CmbVTp,&aTMQTmyBQ=]DUO—IBdg flh=I3flFldZoneTnss,HicadtsatiosratlaedD(L IlO,CCZarcWdhbft Forces Suan ary Tabtidra�ManbalgmaxCS,maxaxalfaq(maammpfaodddfee¢fitmmaxxxnlfdal ENSFxx/ PE 7 051 � 1 �0 STA 10 ami—pW-oftrhfo—k...byt,a,--g Brian M. Bleakly raddi—lhfibrercnAla.umorpbndwib, s—&&#W1 '7 xhdiid'resah�bsm Isgnemhe 259011M_c)i�.RP'a¢B349S1�7J Southern Truss Companies, Inc. Tuss: V8 SOUTAEIR U 2590 N king; Hi_ xvay Project, lvme: 1833-A-Ln Tf mi D--4 L,-: ax TRU55 Fort Pierce, F134951 Date: 3/30)MIS 8:5835AM Ca 7pooeDlSolutialSTM Tnsc COMPANIES (800) 232-0509 (772) 46411160 (772) 318-0016 Fax Pdf: I of 1 2016.113 [Bwld 10) Marrnal L�3talati versaT 1565 Span Pitch Qry 01-11. OUR CANrL CANTR FLIES Spacing WGT/PLY 844 5/12 1 040 04U 0." 0-10 1 24in 2316s 4-0-0 4-0-0 4.0-0 8 0 0 II I 'I 4a4 - 2 12 12 5F- —15 4 m i �I I 2u4 i 2x4 \ 1 3 I I 0-0-0 0-0-0 8-M li0-0 1 oad ng General CS1 Summary Med3on L/ (loc) Allowed I.md Od) Ol GA: MCM171 TC: 047(1.2) Wit On L1999 L1180 TCU; 20 TP11.20I4 BC: 014(3-4) VnLL. Ou L1999 UM TCfS�; 7 RepMbrltntase: ifs U%: OD9(2-4) Noam On 3 HQI�: 0 UOL: 125% cmpramyila�20 Jam,r 10 liacafffi(L¢7C\MR): (I:Ih1538Z) (2003-M) (31-0-15,1=) III . Reaction Summary Jr iI Type BiRCaodg &itW1h Mattel RodBigWM M.PR lvf. a lbdl M.Vkdlb3ft MaxLb(Gt Maz13n34 4 ffU(abq I 96e Ca�Mavauy 13dasow 2U9hs L7hs L7hs 0ea I pb("4 I 96it C—M—y 13"— 208hs 4M -Abs -24es 3 r)1 (WM I 96n C—Ma-vy l}d — 20M -996-99Ls Ohs Menal Summary $racng (u.mm 1 TC ', SP(Alh]6,2DI2)N3a4 TCBtavg S v�morAa-at63-0,Rofndmipby0tm DC I� ST(ALSC6-2012)032c4 13CBred� 9mMlal1ft1 .t&3Ah f d jpby0fin \Mbs SP(AL9062012)fI Loa Summary I)Th'sn�hasbmsd--4%dforl aifi ds IOobol=dvdMW *dmdbad; 2)Th'sti�hasbmtdag7talforlisMm;ofuGdWdsnemdattmih•\9�7-IOuratrtfo►rsirouadi�ipc 160mphutimagEg�rW�'Fid�CabMtFip,T3uiTrgCa�oryBO=IDO).QealBldg L7ins4,,r4733fth-15flE,dZ—T.t ,,Nddc.Ayboraid.dR D-I,OD,OCZ—Wdh4R M emberFormSu►> n ary Tab@idmsMmbcl[�maxG4.maxaxatrp�( rp�addret�mmaxa<hlf� TC 11 11-2 C467 148ft -103 hat 2I 0467 1481, -10i h: ' BC cl a-4 D136 M s (-sshi at 0136 Inks ss3si Vint • 124 OD92 290bs (447b0 NtkeL I)Th'sd�s'sbas�onASCE 7-IOasrdetrmlfyhe217Flati3aBuhf�Cade 2)Yn 3)Aquyo>ntolfam'ete.Cq�1.13,hasbatappisludtphthtraltearwxnv4ltaas�mS'db9ftTnmcMamdavnrpaAh9/fH an=CRtewialatdMmasalddhiuttAtegiveWdp4¢ftaeymmponertofddl>mndu had Wd,ampualasl]d1I]-+(ICc-I)tD°11 IIiiamsdano:MsAT.9/f171. \\III I1111/ 1-2002Smon242 4)L->'-dtPf4h h [] b.A.WXFRSQtyhadirg )Y{. L7C ` - PE 7 051 r 1 -0 ; STA ` i.c\. 4 I i ��ORID '' 111 f 111111\ T.Oil� ofe,'sde�sdaltefim uframunomraar.Tk�dgnoflse:dinhalnx;ebaelonlv�pt ite�dm(u:mim6sppEdfyMTrua:ManAaam and tdsctgm4cnauaq atdamplxu ofhenfmronnstfMibyFeBu31:g Dsgne,, fonft'sdmun8 idia�saayeoxofpofeaimalmgnnrigiv�ondnhysli�fahcnssnmpmontLogtdtwnSmttmw(tgeandac'lmp�mminfmreim,fCmrnlWn"lagefaaddhnalidomaimA7mm�mxpb�s3m1(t Brian M-BI-Md y n>amdaamllrySinfsn9u�TeCpnga,p:lrcna®da xu4iFSR-2767.AImm mrpbtsa.e2lprvo tmlete Gdpheme'sfaftrudbye �IS'utidtiid aaan l8�v�phSor9YlS;wh'di:d®rsah�hhtmsn l8puy>;pSc yasEr�ttf760i] 25901,1r¢fieRFR=IF134V-1 F KS i • Southern. Truss Companies, Inc. Truss: V9 2590 N. king; 1Tghway ectName: 1533 A�rJ SOUTHERN nn.,sign�i- ft TRUSS F(vt Pierce, F1 34951 Dalc: 3/30018 85836AM C, 4wenLSohaalsTM Tf1% CQMPRNIES. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pav: ION ___9. x 201611.3 [Build 101 Matsui Database va sica 1565 Span Pitch Qry OHL OUR CANM CANER P1JFS Spaca>g WG NLY 900 5 /12 1 000 0-M 000 000 1 24 in 311h, s-0-0 9-00 s-0-0 1.5x3 1 2 U ding General Load (ps1) M*Cade: FBC2017/ TCL L: 20 TPI 1-2014 TCfL�- 7 RepMbrr— \a BCLti: 0 DQL.: 125 % 8�.6 to PheOfsa 1�xJCYMak (I:I-0153-8221 (31-12,44-4 I Reaction Summary Jf Tvae BgT!m, &¢WBh M-1 4 Jf M(%I 109n C—M- 0-" 9-0-0 9-0-0 CSI Summary Deflection IJ (loc) Allowed TC: OM(1.2) VACEL On L099 L/I80 BC: 033(5-I) VA L., OUP LIM L240 Wh: 054(34) HN.OL On 4 OepFi myY =2D 5 1jRot(M 1 IOOu C—Masxay udm 1 I ("I) I 1Osh Gm Ma—y Like Material Summary TC 'SP(AL9O6.2DI2)1D2r4 BC 9'(AL9C62012)N32x4 Wb 9'(AL905-2012)N32x4 - - -wm 359bs - -194bs 211 hs - -31M Bracing Summary TCBrant 9-hdd Aa xW&341LBairdsWby0h- BCBruig 9mWmPai w6-3APw1ndajpby0haa nds®iniforledfasofu:dl�na®danxs�A4'F7-IOwiihefobai�g�dinligx¢ I(AmphohraKE�maeC,TuyFidiad,GabbFfpBo3ligQegnyBQ=IDOJ,OxralBk(g Sh-15 RF+d larcTrusyT3�cmdudr mmilealD(Ir I bO,OCTaeWdhb ft Forces Summary Tabbb&==Manbc(gm=CSI,ma =Wfdq(nxm .fa F(liffamtfi rt axelf-4 7-10audbamlbyhe2017Fbila BaifngCode -74 bs Ohs -194 bs Ohs -31 hs 429 bs 4 1.5x3 1 I)xlldl LL.baa=darxn. hAM/ITI 1. GEN --I, ` v� RE 7 051 \` r 1 _ -0 STA Mandaoaaidri sin a,.a yap,daxa�ia,a,oraK�f«aa��e,nhyne>�,uag BrianMBleakly l)'