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HomeMy WebLinkAboutTRUSS PAPERWORK - 8-23-18i SOUTHERN TRUSS COMPANIES, INC. O UTH'E RN RANDY@SOUTHERNTRUSS.COM T R us S 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: COMPANIES Project Name and Address: 7801 Fort Walton Ave Fort Pierce Occupancy: X Single -Family Lot: Block: County: Saint Lucie Multi -Family Truss Company: Southern Truss Companies, Inc. Commercial Truss Engineering Program: Simpson Component Solutions Plates By: Simpson Strong -Tie Contractor / Builder: classic Homes Model: Crystal Elevation: Options: Per Plan STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with Florida Building Code FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces as required by the following provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: --- P.S.F. Design criteria: ASCE 7-10: 160 MPH Top chord dead load:J_tLP.S.F. Top chord dead load: --- P.S.F. Engineer. Brian M. Bleakly Bottom chord live load: * P.S.F. Bottom chord live load: --- P.S.F. Address: 2590 N. Kings Highway Bottom chord dead load: l0 P.S.F. Bottom chord dead load: --- P.S.F. Fort Pierce, FL. 34951 Duration factor: 1.25 Duration factor. --- Mean height: 14' Exposure:_ * 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. Engineeringsheets are photoco ies of the original design and approved by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 Al 1 21 03 . 41 61 81 96 2 AIA1 22 C75 42 62 82 97 3 A2 23 07 43 63 83 98 4 A2AI 24 1 D1 44 64 1 84 1 99 5 A3 25 D2 45 65 85 100 6 A3A 26 D3G 46 66 86 101 7 A4 1 27 11 47 67 87 102 8 A4A 28 JIA 48 68 88 103 9 A5 29 1 J3 49 69 1 89 104 10 A5A 30 DA 50 70 90 105 11 A6 1 31 15 51 71 91 106 12 A6A 32 J5A 52 72 92 107 13 A7AG 33 17 53 73 93 1 108 14 1 A7d 34 1 V12 54 74 1 94 1109 15 BI 35 V4 55 75 95 1110 16 132 36 V5 56 76 17 B3 37 V8 57 77 18 B46 38 V9 58 78 19 Cl 39 59 79 ��GEi�1gF>�l� 20 C2G 40 60 80\` As witness by my seal, I hearby ce t e veCief is true and correct to the best of my 1 ge b0 E 7 , l 1, Name: Brian M. Bleakly Lic. #7605 _ _ r j 1 pgZl�. ' llilll�pl . .y I NOTE: IIDS=National Design Specifictions for Wood Construction. 132.5 per Nail (D.O.L.Factor=1.00) nds toe nails only have 0.83 of lateral Resistance Value. 1.5 12 -O - -0 OVER � A ALLOWABLE REACTION PER JOINT (Z) UP TO 265# = 2-16d NAILS REQ'D. Q UP TO 394# = 3-16d NAILS REQ'D. M «i J1 J5 use 2-16d toe nail TC & BC.� . H7 12 �l Typical jack 45' — ----- -�-- � . attachment use 3-16d toe nail 0 TC A TYPICAL CORNER, LAYOUT & ?-16d @_I Typical Hip -jack' attachment zRD HANGERS FASTENER GIRDER JACK J1-J3 TO HIP JACK GIRDER TC - - - - -- - 2-16dnails ----- BC - - - - - - - 2-16d nails - - - - - HJAC J5TiIPK GIRDER TC ------- 2-16dnails - - - -- BC ------ - 2-16d nails --- -- J7 TO HIP GIRDER TC - - - - - - - 3-16d nails - - - - - BC - - -- -- - 2-16dnails ----- HIP JACK GIRDER (CJ7) TO HIP GIRDER TC 3-16d nails BC = _ _ _ _ _ = 2=16d nails I MINIMUM GRADE OF LUMBER LOADING (PSF) SiR. INCR.: DO' T.C. 2x4 SYP z L O FIc2017 B.C. 2x4 SYP 2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10SPACING 24' O.C. SOUTHERN TRUSS Fort Pierce Division 2590 N. Kings Highway, COMPANIES http://wlxwzouthrrnty m Fort Pierce, FL 34951 (800)232-0509 (772)464-41'60 Fax:(772)31B-0016 Brian i�. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 I / f 10 PIC,AL DETAIL (9 CORNER. - HIP NOTE: NDS=National Design Specifictions • I for Wood Construction. 132.5# per Nail (D.O.L.Factor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. i I 1 12 1.5 & OVER F �QA 0QA -QA _QA nO � A u n n n u ® O I A 0 0 O 1 5-0-0 HIP GIRDER i� I M 12 o� F ALLOWABLE REACTION PER JOINT Q UP TO 2651 = 2-16d NAILS REQ'D. Q UP TO 394# = 3-16d NAILS REVD. J1 A J3 use 2-16d toe nail TC & BC. �b Typical jack 45" attachment G) 7-0-14 CORNER JACK GIRDER I H5 (HIP GIRDER) TYPICAL. CORNER LAYOUT use 3-16c toe nail & 2-16d Typical Hip —jack" attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3I TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — — i J5 TO HIP JACK GIRDER TC ——————— 2-16dnails ————— BC — — — — — — _ — 2-16d nails — — — — — j TC — — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16dnails — — ——— HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — — MINIMUM GRADE OF LUMBER LOADING (PSF) STR. INCR.: 25X T.C. 2x4 SYP 2 TOP 20 D FBC2017 B.C. 2x4 SYP 2 Top D0 10 WEBS 2x4 SYP No.3 SPACING 24` O.C. SOUTHERN For TRUSS t Pierce Division 2590 N. Kings Highway, Fort erceFL 3495 COMPANIES (800)232 01509 �(7 2)46414160 http://www.southerntruss.com Fax: (772) 318-001 6 I Brian ML Bleakly Struct Eng #75051 2590 N. Kings Highway, Ft Pierce. FL 34951 772-464-4160 i I ■ ��1c� This product is preferable to similar connedars because of ��' a) easier iaslallaGon, b) higher loads, cJ lower installed cast v or a combination of these features. 6� 1• •••'• All hangers in this series have double shear nailing —:an innoyation 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 ally 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 ZMAXO coating; see Corrosion Information, page 18-19. INSTALLATION • Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. 1 Not designed for welded or nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified. HUS hangers available with the header flanges turned in for 2-2x (31/al and 4x only, with no load reduction. See HUSC Concealed Flange illUshation. Concealed flanges are not available for HGUS and HHUS. • See Hanger Options, pages 20D-202, for sloped and/or skewed HHUS models. • Other sizes available; consult your Simpson Strong -Tie representative. CODES: See page 20 for Code Reference Key Chart I - These produces an: available with additional corrosion protection. Additional products on this page mayafso be available with this option, check wdh Simpson Strang -Tee for details These products are approved forbrstallaGon with the Strong-Drfve SD Strudurdl- 6nnedorscrew. See page 30 torMe correct substitution and SD screw she. model Min. Heel Height Ga Dimensions Fasteners IN I H I 8 Carrying Member Carried Member SINGLE2xSIZEB WS24 2% 18 I%s 4% 13S 4-10d 21Dd WS26 4% 1%6 04 13; 4-10d 4-10d MUS26 4% 18 1% 5%s 2 6-100 5-1Dd HUS26 4%s 16 1% 5% 3 14-16d 616d HGUS25 4%6 12 1% 5% 5 2D-16d B-16d LU526 4'As 18 1 Vs 6% 1% 6-10d 4-10d MUS28 6% 18 1 1%s 6% 2 1 8-10d 8-1Dd HUS28 6'/z 16 1% 7 3 1 2216d 8-16d HGUS28 6%s 12 1% 71A 5 36-16d 12-16d LUS210 4'/. 18 1% 7% 1% B-10d 410d HUS210 8% 16 1% 9 3 311-16d 10-16d 1.See table on page 133 for allowable loads. 1'br2 114dfor4z's� ML dH �LUS28 6HHUS2111-2 (Truss Designer to provide fastener qumW for connecting multiple members together) 6 MUS28 SIMPSON StrongTie r HUS210 (HUS26, HUS28, and HHUS similar) qLfHUSC Concealed Flanges (not available for HHUS, HGUS and HUM) Ut Heauce0 Heel Heigh( ® Double Double Shear —� Dome Double Shear Nailing— Nailing Side Yew Shear She ng SideNall View (available on Do not some models) Top View .. bend tab U.S. Patent 5,603,580 Model a� I1FMoxra�leload , _3T SP Allowable Loads SPFIHFAnowableLoads No. �.- _. -�_. Wmd WHO #IooL_:- ou_ �'rj7.ffi 160J{ UpIdt' (160) FloornowRoot (100) (115) (125) lrrind (16D) UpfdC (160) RoorSnowRooi (1D0) (115) (125) YVind (160) Code Ref. SINGLE 2z SIZES WS24 490 670 765 825 1D45 490 725 830 895 1135 420 575 655 7D5 895 LUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 MUS26 1090 1295 1480 1605 1B25 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 IZ Ffi,117 HUS26 €1550== -2�2UY; �t195 335435= 1550 2950 3335 3335 3335 1335 2330 2650 2820 2665 HGUS26 --��3ii54 'z496DF =988 ' 329Q _ Ot 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 17, L17 WS28 . � ]fi5=- ��U" j _ ` ,3'6Ii �i'25' 1165 1200 1365 1480 1835 -1005 1 940 1075 1165 1475 MUS28 1555 1730 1975g21402645 1555 1880 2150 '2330 2645 1335 1475 1690 1830 2275 I7 F6,L17 HUS28 20DO 3965 41204335 2000 3790 396D 407D 4335 1720 2905 3035 3125 3435 HGUS28 3015 6745 69707275 3D15 6460 6705 687D72752595 4950 men 5290 5745 17,L17 LU5210 7a[ 5_: "134 525. 9IT, 1165 1445 1660 17957010D5 1145 13D5 1415 i745 HUS21D 02U 300D 4105 4310 445D 4930 25B0 3150 3315 3425 3815 n L77 i 132 bole: vor mmensions an fastener imommanon, see tame above. Seetable tDDtnDtes Dn page 133. I I . , . 1 7atedTrirss.Ca�'an'ecbirs�- '"- �"-= "=''.. � -_..��-��— ..- -----_ ---•' ���'• _�.: _ �;� --ate. :-�=•��� --�•-----�.�--�" .�'---ram :ACE MOUNT HANGERS These products are available with addiional corrosion protection. Additional products on PrThese products are approved forimt3htion with the Strong -Drive SD Structural - this page may also be avidlable with thfs option, check with Simpson Stang -The for defags Connector screw See page 30 for the correct substitution and SD screw size. Min. Dimensions Fasteners ;,.;..;;-pF%SPADawableLoads°__`_r:- ,-. SPF/HFAIIowabteLoads Model No. Heel Height Ga W H B Carrying Member Carried Member 4' Uplitl'::Floor;: :'(]60),_.ADO)" "__-'', :`= � Snow:Root: (11.5):: : .. <(125)_. `:; • ?Wind ((16Uj_ Uplift' (1fi0) Floor {100) Snow (115) Roo; (125 tan; 16D Code Ref. DDUBLE2r SIZES LUS24-2 21/ 18 31% 31A 2 416d 2-16d 440 800 910 985 1250 380 680 780 B45 1070 LUS26-2 ' 4%, 18 33E 4Ys 2 416d " 4-16d 'i0 ©_ B-iM 62B0=' '=1625L; 1000 880 1010 1090 1385 17, F6, L17 HHUS26-2 4%v 14 Vie 5% 3 1416d 6-16d _7155E 839D5:;:-0_265�? 1335 2390 2711) 2925 3655 HGUS26-2 4-%s 12 334c 5rfic 4 20-16d f 16d ' 5p% t= _ _ 43$$: LL, - 1855 3750 4200 450D 4795 17. L17 F 'LUS28-2 • 4'As 18 3'% 7 2 6-16d 4715d 1165 1315 15DO 1625 2060 1000• 1125 1285 1390 1765 HHUS2B-2 M 14 3%s 7% 3 2216d B-16d 2DD0 4210 4770 5140 6440 1720 .3615 4095 4415 5375 �'L17 HGUS28-2 We 12 336 7% 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17 tI W521D 2 0. 18 3'rf 1 9 12. 816d 616d s1745y 783,= E= = 150D 1565 1785 1935 2455 HHUS210-2 8-A 14 3Y. 8% 3 3D-16d 10-16d '40D -:- _635'- 638f1< -- - <6BSU`' -- - 7365=. 3525 4B35 5270 5380 5765 17, F6, L17 HGU5210 2 8-Ns 12 13M. 93fs 14 1 4616d 16-16d E4095 --- �J700- ADO.9700==9�00_i 3525 7465 7730 7825 7625 17, L17 TRIPLEWIZES HGUS26-3 I 4-A. 12 413rie 5'4 4 2D-16d B-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795. HGUS2B-3 Me 12 41% 7'/a 4 36-16d 12-16d 3235 7460 7460 7460 7460 2765 6415 6415 6415 6415 HGUS210-3 89Ac 12 4134s 9'/ 4 4616d 16-15d :_`t4095��Q==�9aU0:.,1D0�910U;: 3525 7825 7825 7825 7825 17, L17 HGUS212-3 103E 12 41% 1D% 4 56-16d 20-16d 5D45 9600 9500 9600 9600 4335 8255 8255 8255 B255 HGUS214-3 123E 12 4% 12% 4 66-16d 22-16d 5515 1010D 1010D 10100 10100 4745 8685 8685 8685 8685 DUADRUPLE2xSIZES HGUS264 5% 12 V. 51A 4 20-16d 8-16d 55t A35_F„ . 23(1 357,5—=: 1855 3750 4200 4500 4795 HGUS2B-4 7Y. 12 SA 7% 4 36-16d 12-16d R .� ;Z4& =-- 4b0 •= = 46U_ 46A 2785 6415 6415 6415 6415 17, L17 HGUS21M 9y 12 69. gNs 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,F6,L17 HGUS212-4 10% 12 6%. 103E 4 56-16d 20 ]6d -045`' `96A.D �6D0� E9 4335 8255 6255 8255 8255 HGUS214-4 123E 12 MAs 123E 4 6616d 22-16d - 5515=�01D0; �-� =•�� ��D10D_=_Di.OD z 4745 8685 8685 8685 8685 17, L17 4x SIZES LUS46 43E 18 13%.1 4Y, 2 4-16d 4-16d 1165 1030 1180 1280 1 1625 1,1000 880 1010 1090 1385 17, F6, L17 IHGUS46 431s 12 3% 4'/s 4 20-16d 8 16d 2155 4355 4875 5230 5575 1855 3750 4200 45DD 4795 17, L17 IHHU846 06 14 3% SYm 3 14 16d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 LU548 4% 18 335s 63; 2 616d 416d1163;:1315151iD_1625 :2b60; 1000 1125 1285 1390 1765 HUS48 • MA 14 3Y, 7 2 6-16d 6-16d H550_, = 5.95 E13 - 19fi0` i'14Z13= 1550 1365 1555 1680 2115 F6, L17 I HHUS48 6/z 14 3% -PA 13 1 2216d B-16d ' 2� 215;' �473¢� 4:9— :p 150_� �G440{ 1720 3615 4095 .4415 5535 HGUS48 We 12 1 3% 7%s 14 1 36-16d 1216d �2.5" �4b1� Q: �_d6U;, =7460� 2785 6415 ' 6415 6415 6415 17, L17 ILUS41a GY, 18 3%. BY 2 B-16d 6-16d 1745 1830 2090 2265 2870 1 1500 1565 1785 1935 2455 HHUS410 8% 14 3% 9 3 3D-16d 1D-16d 3745 5640 6305 6890 7165 3440 4B35 5480 5910 6165 17,F6,L17 HGUS410 8'/4c 12 3% 9 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 HGUS412 10�s 12 3%lOT/is 4 5616d 20 l6d €SD4_,6 _600=- 9601i_= 9600_•4 4335 8255 8255 8255 8255 17, L77 HGUS414 11-1/u 12 3% 12'/�c 4 6616d 2216d 515.. — — — 7-0IOI =1U10D — s101U0= -- =1D10DF -- 4745 8685 86B5 S6B5 8685 UpTitt loads have been inmaiased 60%for wind or earthquake loading with no further increase allowed. For normal loading applications such as cantilever construction refer to Simpson Strong -Tire® Connector Seleetor'sofiware or conservatively dmde the uplift load by 1.6. Wind (160) is a download rating. Minimum heel height shown is required to achieve full table loads For less than minimum heel height, see technical bulletin T41EDHEEL (see page 215 fordetags). 1 Truss chord cross -grain tension may Draft allowable loads Refer to technical bulletins T ANSITPiSPF, T-ANSITPISP and T-ANSfIPIDF for allowable loads that consider ANSUTPI 1-2D07 wood member design criteria (see page213 forddats� 5. Loads shown are based on minimum of 2-ply 2x carrying member. Wdh 3x carr)ing members, use 16dx2'h nails into the header and 16d commons into the joist with no load reduction. With single,2x mrrying members, use 10dxIW nails into the header and 1Dd commons into the joist, and reduce the load to 0.64 of the table value. S. HAILS,16d = 0.162' dia. x 3W long. See page 24-25 for other nag sees and information. 133 E?g/neered.YVaod & Strucfura/ Compus/fe Lginber.Connectors ,. Actual Dimensions Fasteners Allowahie Loads Joist Model No.. Ga Min/ DF/SP Species Header SPF/HF S ecies Header Size INH a Max Face p Code Joist Uplift Floor Snow Roof I Floor I Snow I Roof Ref. Sic 13% 2'/z Min 20-16d (160) (100) (115) (12m (100) (115) (125) HU416/HUC416 14 8-106 1515 2975 3360 3610 2565 2895 3110 3%s 133s 2'/z Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 19, L12, F8 3%x18 IHGUS412 3% 10he 4 — 56i6d 12 20-16d 5045 9600 9600 5'/a x 7'/ 5'/, x 9'/,-M4 5'/a x 11Y,-11% 5%x 14 5%X16 5%x 18 7x 9'/ - 9'/z 7x 11'/,-11% 7x14 7x16 7x18 7x14to30Fc See footnotes on IGUS414 3% 12Y6 4 — 66-16d 9600 8255 8255 8255 IUC0412-SDS 14 3956 11 3 �� �� 22-16d 5515 10100 10100 10100 8685 8685 8685 19, F23 14-SDS /, x2/ 6-SDS'/°x2'f' " 2510 5460 •5560 5560 3930 4000 4000 IU68/HUC68 14 5Yz 5'6 2'/ Mm ID-16d 4-16d 900 1490 1680 1805 1280 1445 1555 5Yi 5'%e 2% Max 14-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 19, L12, F6 GUS5.50/8 12 5'/, 6% 4 — 3616d 12-16d 3235 7460 7460 " 7460 6415 6415 6415 U610/HU0610 5'% 7% 21h Min 14-16d 6-16d 1345 2085 2350. 2530 1795 2025 218D 19 5'/ 7s/e 2Ye Max 18-16d 8-16d 1795 2680 3020 3250 2305 26D5 2800 19, L12, F8 iUS5.50/10 14 5'fe 9 3 — 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 JCQ610 SDS 5'fi 9 3 — 12-SDS-'/.'x2W 6=SDS''/,'x2%' 2520 4680 5380 5715 3370 3875 4115 3US5.50/10 12 5% 81% 4 — 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19, F23 1612/HUC612 5'— 91e 2'r4 Min 16 16d 6-16d 1345 2380 2685. 2890 2050 2315 2490 5'/z 9% 2'k Max 22-16d 8-16d 1195 3275 3695 3970 2820 3180 3425 19, L12, F8 IUS5.50j10 14 5% 9 3 — 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 CQ612-SDS 5'k 11 3 — 14-SDS Y,'x2Yz' 6-SDS'/,'x2:� US5.50/12 12 ' 2520 5315 5315 5315 3825 3825 3825 19, F23 5Yz 1036 4 _ 56-16d 20-16d 5045 9600 9600 96D0 8255 8255 8255 616/HUC616 5'v2 12% 2% Min 2D-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 5X 121% 2% Max 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 JS5.50/10 14 5% 9 3 — 30-16d 1016d 3735 5635 6380 688D 4835 5480 5910 ;Q612-SDS 5'% 11 3 — 14-SDS Y,'x2W 6-SDS'/,'x2%' 2520 5315 5315 5315 3825 3825 3825 1S5.50/14 12 5'% 12% 4 — 66-16d 5515 10100 10100 10100 8685 8685 8685 19, F23 22-16d 116/HUC616 534 12% 2'4 Min 2D-16d 8-i6d 1795 2975 3360 3610 2565 2895 3110 14 5'/z 12'Y,c 2'k Max 26-16d 12-16d 2695 3870 .4365 4695 3330 3760 4045 19, L12, FB IS5.50/10 5'fe 9 3 — 30-16d Q61&SDS 5%9 3 , • 10-16d 3735 5635 6380 6880 4835 5480 591D 14-SDS'/,5c2r4 6-SDS''/'x2%' 2520 5315 5315 5315 3825 3825 3825 19, F23 S5.50/14 12 5'/s 1211 4 — 66-16d 22-16d 5515 10100 101D0 10100 8685 8685 8685 16/HUC616 5'% 121% 2'/s Min 20-16d 8-16d' 1195 2975 3360 12 5361D 2565 2895 3110 Y12% 21z Max 2616d 12-16d 2695 3870 43469 65 5 3330 3760 4045 19, L12, F8 35.50/10 14 5% 9 3 — 3D-16d 10-16d 3735 1612-SDS 5% 11 3 5635 6380 6880 4835 5480 5910 14 SDS Y,5c234' 6 SDS %'x2:�° 2520 5315 5315 5315 3825 3825 3825 19, F23 135.50/14 12 5'/z 12% 4 — 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 0-2/ 7'/e 9'/e 2'rf Min 1416d 6-16d 1345 2085 2350 2530 1795 2025 218D 10-2 14 7+/ gYe 2Ye Max 18-16d ' 8-16d 1795 2680 3D20 325D 2305 2605 2B00 7.25/10 73. 9 3i�ie — 19, L12, F8 3D-16d 10-16d 3735 5635 6380 5880 4835 5480 5910 Z25/10 12 7Y, 8% 4 — 46-16d 16-16d 4095 9100 910. 7825 '.-2/ 7% 11% 214 Min 1616d D 9100 7825 7825 12-2 6-16d 1345 2380 2685 14 2890 2050 2315 2490 19' F23 T/e 11A 2% Max 2216d 8-16d 173275 3695 3970 2820 3180 34P5 19,L12,F8 7.25/10 7% 9 3Yis — 30-16d 10-16d 373535 5635 6360 668D 4835 5480 ' 5910 �25/12 12 7'/, 10% 4 — 5616d 2D-16d 5045 960D 960D 9600 8255 8255 8255 -2/ 7% 13% 2% Min 20-16d 19, F23 8-16d 1798 2975 3360 361D 2565 2695 3110 4-2 14 T/e 13% 2'/z Max 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 19,L12'F8 :25/10 7'/a 9 3—i. — 30-16d 10-16d 3735 5635 6360 688D 4835 5480 5910 .25/14 12 7Y, 12% 4 — 66.16d 22-16d 5515 101D0 101D0 10100 8685 8685 8685 2/ 7"A 13% 2I Min 20-16d 19, F23 8 16d 1795 29%5 3360 3610 2565 2895 3110 25 14 fVA 13Ye 2Yz Max 26 16d 12 16d 2695 3870 4365 4695 3330 3760 4D45 25/10 7Y, 9 3Y,8 — 19, L12, F8 3D-16d 10-160 3735 5635 6380 6880 4835 5480 5910 25/14 i2 T/, 12ti6 4 — 66-16d 22 16d 5515 10100 1010D 1D100 8685 8685 8685 J 7% 13% 2'f Min 20-16d 19, F23 _2 8-16d 1795 2975 3360 361D 2565 2895 3110 14 1/4 13% 2%. Max 26-16tl 12-16d 2695 3670 4365 4695 3330 3760 4045 ?5/1D T/, 9 3Y,6 3016d 10-16d 3735 5635 6380 6880 4835 5480 5910 '.5/14 12 7'/, i2'/,s 4 — 66-16d 2216d 5515 10100 10100 iDiDO 8685 8685 8685 Tonal hangers see HGU/HHGU on page 107. 19, F23 05. -TrSIN' �..9 �....c nnnnrwm vnnv,. , w,na+..,• Top Chord 20SYP #2 SPF1/2 or ballot Boll Chord UZI(*) OR 2x,+ SP #214 OR SPF #1/#2 or better Webq 2x4 SYP #3 or buUor (�) •20 MAY BE RIPPED FROM A 2rte. (PITCHED OR squAnq ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS• WTHr (2) led BOX (0,145' 8 a.b NAILS TOE —NAILED FOR FBC 2007. ASCE 7-10 -LMPH WiND. .... Cyr- MFAN HEIGHT, ENCLOSED BUILDING. EXP. 0. RESIDENCIAL. WIND TC DL-0 W. CUT FROM 2xu OR LAROER AS REQUIRED 4'--0" Max ' W2N 2x4 8'--0" m1ax W-0"Max Spacing 20'--0" Max (**) • SUPPORTING TRUSSES AT 24- O.C. MAXIMUN SPACING, SOUTHERN TRUSS COMPANIES SQUARE OOTTTOM VALLEY. MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'-0", T017 C14URD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITHI I'ROPEIII.Y ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INbiAIIATIDN ON QVVPUNS AT W OC. OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESION BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON ENGINEERS' SEALED-PESION, (!")pGNEATH 1HE VALLEYS MEASVRFDFALONG THE SLOPE OF THE TOPFCHORD, (*q) NO GEXCEED 12%dE BUILT AS LONG AS THE VERTCAL HEIGHT DOES DOTTOLI CHORD MAY BE; SQU6RE OR PITCHED CUT AS SHOWN. 12d 5�f 9Q►T,11 oe-) CUT CHORD WYx 02 OPTIONAL STUB OPTIONAL HIP END VERTICAL - JOINT DETAIL W ca 1~ r" 1 i r-1 S=71 -` Erection bracing Is not the responsiWgty of truss designer, pialo manufacturer our imse IabricalaG plrs'ane ercullag brim are taullmW to esek pmfassional Wes reyordfngg traction bracing which Is always required to prevent toppling Division) and domiaebq dudng erection and permanent 6mcing whlah may t>a inquired In M wa , apacNb aPP allona, 5ee'6CS1—BI Summary shoal Lbmmenlaw tnd ractmmen- ��' do� for handgng, 6BI ung 4 bmcing mdel piale conneciad wood Item a (tPQ, 2)4649- h I a a Tmssea ore to be rrecied and 1011ned In loalen14 in a abvighl and plumb position -DGtB *r- no 'hod h apprrad dGeclly to the lvPP chords, Ihey shall ba braced oe amin d on the Imes design. Tmsses aho0 be lrondia with reasanobb care dudng, . FRAMING TO LL 20 20 PSF TO DL 10 • 15 PSF BC DL 10 10 PSF 8C LL 00 00 PSF TOTAL LOAF 40 45 1 PSF gURiCg011 fiCiOft 1.25 1.25 S .NF Goble ao n Vo as ec os c (3 SPF o HF SP N DFL j C) 'SPF HF � o -° Col A S P DFL = (3 SH F E x a SP r DFL n (zi rL, SPEED 2 MEAN HEIGHT ENCLOSEDE)CPOSURE -1 140—MPH WINl7 _ "_"_"._—aaerFt. ——o....,lr,n_r1r_nun—SDBGiOa and GrGdey oran. No i ....__ Brooea Group A Group B Group A Group B Oroup_A Group B SOUTHERN TRUSS COMPANiES htlp.//.m"neutheml,una"m END. 47' GROUP A - Sp UCE— NE— HEM —FIR 7 5TANDARD 2 SND 3 STUD 3 STANDMD 13'-11" DOUCLAS MR— ARCH So ER PNC 7' 3 13 -7" STUD STUD ,3 —7' STANDARD . STANDARD 14 —D" aRvut_11 14 —D" 14 —D" H FI 14 —0" 1 do Blr 14 —D" 1 GABLE 'TRUSS DETAIL Nor LNE LOAD DEFLECTION CRRTRIA Is V240, COMINUOUS BEANINo r B PSF TCR0IEAD LOAD). CIVER oABLL• END SUPPO as (LOAD FROM 4'-0' OUfLOOKERS WiTH Z —0 OVERHANO'" 12" PLYW000 OVERHANO.- A fi FDRC(1)hkL"BBRRADE M 10 NAILS. AI A7 Z" Oc. I 1B" EN(U ZOI�Es AND h" DO. BETWEEN ZONES. I r ENb�)zONES SAND 6"ESI sDC HE WEEN ZONESC 'L«eERARcIWMUUST BE A MINIMUM OF BOX OF WED GABLE VERr1CAL PLATE SIZES VERTiOAL EN OT NO Sp OE LESS TKhN 4-010 OR Z83 LEs N' "D", BUT 24 �1h6 GREATER N 11 —0 2.0a+ E KREFER SPLICECo a AND HEELRSS PIATES, B OR P REFER TO CHART A130YE Fare MOM wno� •�••�•�'_ — - fraction bracing III not the rvsponsiblllly of has designer, plate manufoalurer nor Iruse Isbdcolor, persona areali�g lrumes are caulloned to eaeli profoWunal advice regoMng creation bracing xhlvh to ahrvye required to prevent Ivppgng and dominaing during erection; and pcament bracing which may be required to Fort Pierce Division specilla appgcations. See'(iC51-Bl 5ummory sheel Dommenlmy and roauTmsn- 7se0 N. Klnya HI hwoy, dationa for handling, inetomng & brocing metal plate connected nood Inu9es VQ. Fort Pierce, FL �4es1 TrygeEq ors to be erected and foetenod in faslsnad in a ebolghl and pplumb posillon (000)Z32-090g (772)464-4160 xhera no sheaQnyy la oppged direally to the Is chords, they shall be braced as pax:(772)318-0016 epecMud on the lruas design. Trusses shag be handla with reaaanohfa cars during emum ts_pRveA danwga. Mmdmun TOtul Load 60 f 5F SPACING AT 24" O.C. . picas F�� 9-Y- � �o� MINIMUM GRADE OF LUMBER Top C iond Zf4 SYP #2 or better — Boll Chord 2x4 SYP #2• or better Wobra 2x4 SYP or bettor REFER TO SEALED DESIGN FOR DASHED PLATES SPACE PIGGYBACK VERTICALS AT 4' Or- MAX. TOP AND BOTTOM CHORD SPUCES MUST BE STAGGERED 50 THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. ATTACH PURUNS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE 901TOM CHORD IS OMfr1ED, PURUNS MAY .BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRU55. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS DERR. IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: .("_MPH WIND, 30' MEAN HOT. ASCE 7.10 CLOSED BLDC. LOCATED ANYWHERE IN ROOF, 1 MI. FROM COAST CAT 1, EXP C. WIND TC DL-3 PSF, WIND BC DL- PSF 14D MPH WIND. 30' MEAN HGT ��'gg�2010 ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF WIND TC DL-B PSF, WIND BC DL-B PSF WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 10 "T" BRACE. SAME GRADE, SPECIES PS WEB 7'9" TO 10' MEMBER, OR BETTER AND 809: LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" 0/C. 2x4 T' BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" 0/C. -JOINT SPANS UP TO TYPE 30' 34' 38, 52' A 2x4 2.5x4 2.50 3x5 8 4x6 5x6 5x6 5x6 C 1.5x3 'i .5x4 1.5x4- 1.5x4. D 5x4 5x5 5x5 5x6 *ATTACH PIGGYBACK WITH a"x8x1/2" CDX PLYWOOD WITH 4-#5d NAILS IN EACH BOTH FACES 0 '4'-0" O.C. MAX. W v Ir u—> o p" t Erection bracing h not the responsbtlly of Russ designer, plate manufacturer nor Iruss fabricator, persons erecting Iusses are cautioned to seek professional so HERN advice regarding erection bracing which Is always required to prevent toppling Fort Pierce Division and dommaing during erection; and permanent bracing which may be required In TRI.iSS 2550 a Kings Htghwaq, an Ac applications. See '01-BI Summary sheet Commenlsry and recommen- ��sn p��+ Fart Pleree, FL 34951 dolions Ior handling, instating dr bracing metal plate connected rood Irussei (iPl). �io�YEC�GYl ES (BOO)232-05" (772)4G4-4160 Trusses sre to be erected and fastened in fastened in a abaight and plumb position Fax:(772)Jte-0o16 where no shealing is applied dfreclly to the lop chords, they shall be braced w specified on the truss design. Trusses shot be handle with reasonable care during erection to prevent damaga. -•--- '1_A___C C Maximun Loading 55psf at 1.33 -Duration Factor 50psf at 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING AT 24" O.C. SCAB-BRACE -DETAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T-Brace) is impractical. Scab must cover full length of web +1- 6". *** THIS DETAIL IS NOT.APLICABLE WHEN BRACING IS *`* REQUIREDAT'1/3•POINTS ORPBRACE IS'SPECIFIED.- APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d 113" X 0.131") NAILS SPACED 6"'D.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. I I I )�a\ MAXIMUM WEB AXIAL FORCE = 2500 Ibs MAXIMUM WEB LENGTH=-12-0" SCAB BRACE 2X4 MINIMUM WEB - SIZE -MINIMUM WEB GRADE OF #3 I Nails / Section Detail ®� Scab -Brace I Web I 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 Fentih ng is impractical. T-Brace / I -Brace must cover 90% of web : Note: This'detail NOT to be used to convert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Bracle size Nail Size• Nail Spacing 1 x,4 or 1 x6 10d 8" o.c. j j 2x4 or 2x6 or 2x8 ' 16d 8" o.c. Note: (' Nail along entire length •of.T-Brace / I -Brace. (On Two-Ply's.Nail to Both Plies) .. ' alternate position /Nails �y t 1� t j SPACING WEB .. , t T: BRACE Nails / Section Detail N T-Brace Web alternate DOSition Web— I -Brace _ Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2- 2x3•or 2x4 1x4 (*) T-Brace 1x4 (*) I -Brace 2x6 1x6 (*) T-Brace 2x6 I -Brace 2x8 12x8 T-Brace 2x81-Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 12x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 12XB T-Brace 2x8 I -Brace T-Brace / I -Brace must be same species and grade (or better) as web member. (*) NOTE: If SP webs are used in the truss, •1x4 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 1X bracing material, use IND 55 for T-Brace/I Brace � I � L-BRACE DETAIL Nailing Patter . L-Brace size Nail Size . Nail Spacing 1x4jor6 10d 8'�D.C. 2x4, 61 or 8 16d 8" o.c. Note: Nail along entire length of L-Brace , (On Two-Ply's. Nail to Both Plies): a 'cL�ll�Cc� Pi J-44 L-BRACE Nails / Section Detail L-Brace Web L-Brace 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 90%of web length. L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1x4 2x6 1 X6 *** 2x8 2x8 *** —DIRECT SUBSTITUTION NOT APLICABLE. L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 1 , 2 2x3 or 2x4 2x4 r.# 2x6 2x6 *** 2x8 2x8 *** —DIRECT SUBSTITUTION NOT APLICABLE. Southem Truss Compan�.es, Inc. Truss: Al _ -, , SOUTHERN 2590 N. kings flag naay � � �1 Ca P—, so) vi.m— TAlJ S$ Fat Pierce, F134951 Dale: 6n42D18 11:4o-36AM Tnar COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax �= 10+'1 Wsicn:2017.7.1 [Build2] Material DatabSe valsial: 159 Span Pitch Qiy OHL ( OHR CANIL CWrR PLIES Spacing WGP/PLY 272-0 6/12 1 140 140 0" 00-0 1 24in 118ft I zs-10.0 1.4-0 6-9-8 6-941 - 6-941 6-9-8 1-" 1 I 6.941 13-7-0 20-4-6 27-2-0 4x6 - 4 12 12 6F— ---16 1x46 3x4/ 3x4 \ 1x4\ 3 5 mar 6 n �j sx4 - Sxa - 1 1 T' 2 10 9 g 3x4 - 3x3 - 3x4 - 0-0-0 0-M 940-11 9-0-11 9-0.11 9-0-111 18-1-5 27-2-0 Loa&* General tsi Spry Deflection L/ (loc) Allowed Lmd (Al Begc»: 1BC20ni TC: 065(a-6) wac 032b LIM (1w) L/180 TCLL: 20 TAI-2014 BC:. M(10-1) VAM. omb L" (141) LPQ Tom.: 10 RIPMbrls—e . 'A.Wb: 033(4-10) Ho.m WHO 7 ' BQI,: 0 DOL: 125% GuPF4&.1K m20 . BCQ : 10 IRaeffiaek(1�7{Ypxgk (34I3JA26) (400.1-15W (50-13,1-9X) (604,14554) (73M-11A) (80038A) (1j90411-12Il1, (IOD0-MM) Reaction Summary jr Tvoe 9¢Cmrbo BmW.1h M bM WBm318b M B®d M C—UA MmA6dLbf8 M.Lw Ma Hue ] Rs(U6rj ] Hn C —Ma—y 3mn l.Wft - -467hs -467bs -SQbs 7 Httd(Way ] 80 C..Masvy 3mu 1,189bs - 467tc 4676s Obs Material Summary Bracing Summary TC SP(AL936-2013)@2x4 TCHmme 9xsWaliiism.'�SQAurodaigobyOhes . BC SP(AL90 %ft SI(AL 201314Q34 11C&ad9 9ertdvAvinsu7�-4Rvrad�b!'Ohas . 2712,t02x4 Loads Summary gTus.�b�b®rQ��a,101�mmar.ara�map�ama affi3OCZa gusnd#mdip¢16ouQhufnmCEgna.eC.Fd�'Fed.�alCe6 fR 58�egryBO�lm),QaaIHY� ui-nish.4&33fksslf L1os27.]71�4833fthp14e*s+c.,n2...7neyN�cmdodsm�OQ.r1+60,OC7tnlVdh3ft NXE d —T.0 ,41,bb .d b—i&dDOL 3)Wi—M,.g-w ne..dauxxiblBCTbi!1607.1b wb..W5A . Member Forces Summary Ta�bamsM�lq�axcs ®xamrmc(�r�rds�6m ®xa o 16.01 . TC 11-1 0-171 36hs 24 0661 .1,W1a 6-7 0581 -VC3. 1-2 0581 -20Lbc 46 0651 -IM81s v. 02T 361s DC I 74t 099 1.'M1a (-610ia1 &10 Og76 1 371s 6271A) 10-1 099 068ft -5%b) Wbs 2-10 a172 448bs 441 0313 681b (-237hs) . 4-10 0333 681bs (-237.) 6S Q172 448hs 1,7L'sd¢gasWmA9CE7.10nasdam.dby6e707R ita&diogmde , 2)WtCR.dH-CR \ ehne[alaodlvzadd9s�duebFehadPlabea��pmmtoCdAvindebdedlnd uAO lL+ixc-1,xn9 ilaamdas,¢a�AA9A'A 7. �\ ^N___��_� //i 3)Agia¢ymdSmcCq�IWwhmnPpbdohpktktrdswhaasapmWby6eT �^ nssMmufnumpaATHnA I-20028muu242 4)L�iaudsyT@mdas6a9dmMWHtSUdjbadag. 5)Tb�hmalalTcr+m � mmbepeapF.�om�msawwaumlbavadau�dddupbiagmmdsaoogtmpb4: �� - �.\GENS�`% -0 A . - P 605 A - ST�ZjO TI7110EAmPYordalhfi�sabadbMe®nmr.amclt,nni4gmo(6'sidrv8nlnsssslss4md�a�and�x®mavppi)ib1'brTn�MandwcaMrt56it+m6umnacyammmpl�o[hurmminsata61y6e&�Nng Brian BIC31dy '��m�'flg''�a�^�1���+�s�+�+5'�i'(a�npmmdcyn3r.+nsalr�w 1°-°''dh'7npnbnlnfarta6n11:finealPlxS'pa�fa-••. 'asmem Namnaa pbrs9relhe oaudamndh' &ice-rcC :lmna®rh uf,E5R176z_ammntr b;azelD pb gaug4Wa6e.�fdpbc�s' faWdb,a=IS"uti�i�&assmlBgeugeph;v5gl$;Mib�a�eabgbbsasl8pps�be .&u1Erg.:76051 2590hr—FidiRlineR!'4951 Southern Truss Companies, Inc. Truss: A]A SOUTHEiIH 2590 N. kings Nlghway Pm Nam � 1 TRUSS. Fort Pierce, F1 34951 Date: 6n4WI8 )1:4036AM °n�'n�s COMPANIES (800) 232-0509 (772) 464 4160 (772) 3 ] 8-0016 Fax PaLw: 100 Nfaoion:2017. I pild2) MaterialDalabasi =.;xn- 1565 Span Pitch Qty OHL OHR CANFL G9NrR Pilo Spacing WGDPLY 172-0 6A2 3 000 14.0 00.0 000 1 24in 11.6)fs 28.6-0 I 6-943 6-9$ 6-9-8 6-9-8 14-D 6-9-8 13-7-0 20-4-8 27-2-0 4X6- 3 12 12 6F—�6 U41 3x4 \ 1x4\ 4 5 w � I T 4 O 5x4- 56 1 I 6 i ° T 9 B 7 3x4 - 3x3 - 3x4 - I ° p-0 0-" 9-0-11 9-0-11 9411 9411 18-1-5 27-2-0 ' Loading General (NJ Summary Deflection V (loc) Allowed tnd (rd) BUsQ& ' 1BCxlrn Tc: 065(2-3) Vnae 034b L/9M (90 Ln80 WIL: 20 7P11-2014 BC:. 097(94) V U-* 011b L7999 (9 LP-Q TC L: 10 RePmb hae<c. Vs Wb: 035(M) lii.Cm 097h 6 BQL: 0 DOL: USX CwF.MW--2D BC_: BatCHffi(h¢77'YAngk (1310J-IID.) aOOQ-15j50 OW-15R) (40-W-9X) (S¢O}]SV.) (63-10,141A) (70AUA) (80AY12R) (980.180.) Reaction SuIhunary 7f Tvoe I B�C—b. &e1\Bb Mebb1 "ft%NBh M-PR M.C—Um MmeKidl.bla Mex(b58 Mulirz 1 1fi(Nbq ] Sn C-.OA..q 3mo. 1J501. - a09hs 409bs -127hs 6 Hltd(4161) 1 8n C—M.." 300b 1J89IX - 469be 469bs Ohs Material &* many Bracing Summary 7c SP(7d9Y2013)4220 TCR-.dg �Mar}ldrtec:5-aPx6de ply0bes BC SP(19917D13)422*4 BC&ad* 9-W1 Ai 7-MP.WpbYM. \Wa SP(AL5�2012)932c4 Loads Summary I)Tlm—b sbmdsE'�m1fblt d-dteblOpOb diadhehadpi dndbeds 4Tus.�e�b®d_10,mb.lo8—ddhalip °=!m>o�eas U=27n0x4833R'h�m14`rNMAZ—T..,t�mdabo 3)Mmmvnbza�; eana.=1ro,�2�eWdb3a u.aada—hOCThbh16072hazmlb®eppled i Member Forces Summary >BbbMewm Tc 1-2 o%7 7h }s aw-1,+9b� 6lo a271 36hs 2-3 a648 -I hs 5-6 0588 -2DWbs 13C 67 I. 0%I M., (-6Zh) 7-9 a881 1338be -+vk) 9.1 0969 1.773 bs 61be Vb. 2-9 6173 4511. 3-7 aM 681 be (-23414 }9 0349 6851. (-249.) 54 a173 449hs Notec 1)7tisd;sgs'ateslmA9CET-10assdammibyM7A71hdda0Code 2))MQtmdlioaQtuehewialaodhannmlddl�duebFeYedPluteaepe>n�ddddl �eoduebdmdhad,mmpuetss09 LL+(Kc-I)zRa llnamdenms�MH1rN-I. i J� 3)Aqua¢yaudfemeCq=1mhazbenel¢dbbepbbhtralrmaomdeppsalxsas�a6edby6eTnsMmdaonepe•ATHBAI-2002Smno232. 4)lm)V1wi3dbma``Srm'�lavianMwff /}� SQ&jb ho �\ 0C-: ,,GENS,`,,, 5)1%fthta61e1TCp[ptrmLSmelbG[ de�u®efbla�cuDhlpdf�depke�b0d58O¢Em9ejRE ` ` ` % P rQ50ORlt� � LNG \\N ,%NAL l\ rrn3�n�jordol�3b�sebea�e��.1>eortiaa�l.medm���d��ber�Mn��da �bamorwre�(oo,awntM+�a Brian MBlealdy »�w�laob�ae,,:�:�esea��7�r�1ma%�e��r�+i� ��ma�+d�se>�..��� aerl�aNrao�ac�lrar'�8er aad�r r�A1es.,a�d�x s,,,,iF,gx76os1 ®udanvefbjSnpm9ag-TeCaa}eo�lanaE41-2762..41moosapbau�DFauBcsbkst�.dplsemexfiiwsdbye'-IS'�iidaQenlBpseepbtarS41S,��mtsah�da�ol8pu�e ?5g0T: 1idtAW¢A34951 Southern Truss Companies, Inc. Tom= A2 SOUTHERN 2590 N.kinp 1-fig11vray Project Name: Crystal ThkND-sigoerdb- TM TRUSS Fort Pierce, F1 34951 Date: 6g442018 ll:40-37AM couvonent T1U5S COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 orl \b-skn 20)1,7.1 [Build 2] MaterialD taba6,w&= 15(6 Span Pitch Qry OHL OHR CANTL CANrR PL ES Spacing WGT/PLY 27-2-0 6/12 2 140 000 000 0-3-0 1 24in 1171bb I 28-6-0 14-0 6-9$ 6.9-6 13-7-0 20-4-B 27-2-0 4x6 - 4 12 12 6F— �6 i 3x4 ) 1x41 3 1x41 r� mr I A 2x8l O I 5x4 - 4 6 1 1 � � T' 9 8 7 3x4 - 3)0 - 3x4 - i 0-0-0 0-0-0 I 9.0.11 9.0-11 ' 8-9-11 I 9-0-11 18-1.5 26.11-0 - -0 Loadug General CR bury Deflection L/ (loc) Allowed Ind (pd) BBSmd,' FBC20171 TC: 06.5(45) VnQC 035h L/896 (6-7) L/180 TCLL: 3D TA1-2014 BC:, 097(90) Vnl2. 011n LNA (6-71 L240 TCLL: 10 PpMbrbuax: )b Wb: 035(47) HxiOh 007n 6 BQ2,: 0 Il(1I-: 125% G�T'arfx.Ra�20 Bm : 1 10 Pht-00aspaXK4ugk (13141-]1A) a00,315$L) (30-13,1.9X (400315A) (50431554) (6310,1•]190) (7Dg1-8;0) (SAW-12A) I (9Ba3xa1 ReactionrY Jr Twe Baeadn 9mI1Hh M ttbl Bg ftyhth M.P..d M-C—. * Ma.NFdLW M.LbBl M Hx¢ 1 Ri(1W9 1 8n C.—Ma—y 310u IJ891. - -Whs -469bs 1271. 6 HRd(Vey 1 46 C—x M—" 3mn U501s - 409hs 409bs Obs Material Summary ]Bracing Summary TC . 5'(ALC1t2013)$Ua4 TCBrrigg 9=bdaAd=t354 h4r0&ipby0hn BC 9'(aS06-2013)4r22,.4 BC&am} 9-fWd P —6-)Kh6d®byohe wVbc SP(Al1 2112)932.4 Loads S►m>mary 1)Tbk—basbamd drabedj.&ft10010—daxdM dpisdadh,& 2)Th' h-asb®deg�airahedfaaafuadYedsnmadaaa�.tA9F/-1ow8hef�ass¢uadindiQa F6o�huti®pF ...�x.�F C�bMip.AdiuBCaeyayn0=1m),O.aaFBY� Dins217.171hA.i3f(h=1411T1xFndLrc7nesTilxrad�®dad.OQ:-1m,�TneWdh3 ft 3)m.i-- i.—Aa *IBC76WW7.1hasaab®appw Member Forces Summary Tahkudm�MmibalLlmurS;®.exalfu¢,(�pcfaQ3daem6®mmmfaifaa� TC 10-I 0271 36hs 24 am-1g19bs 15.6 0M-2A371. ]-2 03M •20"M 45 0651-1842hs BC 6-7 1 0954 175M .674bs 79 8878 1124hs (-3241s) 9.1 a965 L755hs d61h0 Wt. 2.1 a113 449h 4.7 (LM 685bs (•249hs) 4-9 0326 680bs (-231bs) 5.7 0173 45O NWM OW 1 I I i l l////, I)Tb'i; a kbamA9CE}lOsnfammibyhe207R�ddaBuii p ji . D (L /// 2)WtO2and11raCR�aehew[zlmdbvua�lduebheFntdpis6eaapampmenotddlmnd�efodmdFnQmmp�dasQ011-+0(c-1)xI]9llaamdmmubAl•H/1R 1. ` 1v 3)Agmhymd6da Cq-100.1asb.gpdoiWby&TmaMensddaepcAT&RRL.20MSmno242 ..•• ��/ . V� 6q��—� ` 4)lsdaodtlpfCise�ombasilonMWFRSUsH 3 — ENS 5)Ph�boadat7C1>eskmmbepeapi.mm�umern wHiodCephagn6odsaocahmgFiit ` \c - � �` P 605 ST 1 i��`��FCOR10p% Z ! iVAL rrn7lf Brian M-Bkaldy 1>���m��3� mawdnmAbySrtyn� 6P�����Y�J�trtsmanpormd��ooa�lrm�w)agmndhe^Liput+Rld®amo8•GeaINnS'pggetaa v¢f a:Vm�u�rphb�slhe ug-TeCmyerp;IrcuamdeomsE�EAb276'Na�rphsae�laueeudahe�m7nipheme'sS9,w110•e=IS'otidtndmaml8gmaepheaS•'18'.ati�odiatsahghb anl8geu�p§le ����1. �gplglC.�¢FF¢hRAMT134951 3 Southern Truss Companies, Inc Truss: A2A 2590N kingsFE91way lea:CYysul I x�T51 SOUTHERN TRUSS Fat Pierce, F134951 TrwgDzszrr. dM Date: N14f201811:40-37AM Tr>15s COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: 10f 1 V,xs n 2017(7-1 [Blnld2l 1Lbt alai I)aL'fba ver im IW Span Pitch Qy OHL OHR CANFL CAXrR PLIES Spacirm WGrPLY 272-0 6/12 1 000 G" 04" W4.0 1 24in 114Its 27-2-0 6-M I 6-9-8 6-9-8 6-" I ---1 6-9-8 13-7-0 20-4.8 27-2-0 I 4x6 - 3 12 12 6F �6 1x4% lx4f 4 v 2xB I 5x4 - 1 x51 45 T 8 7 6 3x4 - 3x3 - 3x4 - G-M D-M 9-0.11 9-0-11 8-9-11 9.0-11 18-1-5 26-11-0 - -0 Loading General M Summary Deflection L/ (loc) Allowed iaad (tat) BklgCnh: 1BC20177 TC: 064 (34j VSxCR 035k L/✓02 (5-6) L/I80 TOLL; Tom.: 20 TPi I-2D14 BC: 097(8-1) W.L. 012n LtM (5-6) LrAO IO Pgrmb -" )b Pfb:' 035" ft p- OD7k 5 BQJ.: 0 DOL: 21% 0.0—X -20 BCIL: 10 }m��fim•.\'YArQi• (1}I41-IlA) W43-15-%) (3003.15R) (0L}1554J (53.101-1I9D.) f6D03-Bfi) MD.1-1211) (84448D.) ' Reaction St l Mary Jr Tvoe BniCombo B.%%M M-W RgdB.VAM, )4.Rmd M.GavUiO M.Vh dLtM M.Ui ffi MaxHz¢ 1 Yll"ll 1 8k GnuaMa y look 1051k, - 410bs 410" 1071. 5 HRgIC.14 1 4n CacixMa- y MIN, hs - •410da -44b. Ohs Material Su#mry Bracing Sumurary TiC 9?( 2013)622z4 .. rcBaaq_. 9-bdd ftd u;-5.4Aafmd pbi0b., BC 5P(A11S.'YM13)Q2x4 BCBadkg 9-fdo•Bafwaz69AFk.%d6Pty0bn . wb� SP(AL90 2D12)MN4 Loads Surm 1)T1ga bmb®da�'� dfblb ffeEdJ0pdbm d�udW d*dmdl.&- 2)Iliaauxlasbemd�df 6er8aSofuidtreaskaaudasm+Y,A9�7.1ossmhefgb igmddndipc l6o.0A-m ,ExpmaeC.F*F,&,!d C b fpjjfiftreeguyna-1DDjo,-iBB3 1�as27J70z483314tim14RNxFndZ-T.Ml-W..A &mgs<1 dDM-1d0,(rZ-Wdh3d 3)Murmmsecv_eaEh+dugkemd3a¢uis70Cr 61:1607J)asmb®appid er MembForces Summary Tarr: QM�g1R�axrsg�xa�trm;rg�w.rd�rdaa�gma�lr� TC 12 06D4-2p49ft sa 06a2 -Wbl 2-3 0641 -1$44b, 4.5 0595 Z. 13C 15,6 OM O17fAbs (676b0 68 ow IJ25hs 028hs1 S-1 0971 1.760ht '674hs Pms 2-8 0,173 451 hs -6 0-141 685hs 0491 3.8 4346 6851. (- Albs) 46 0.173 450hs Note c 1)Tlfad.fpsbaslw SCE7.10-demrdlrylr21l7fi:odaAdfog(Lde 2)VFg(1tad3lo¢Qtsrtbeaiala'dhuvnnld�msdrnbebadpks6meQmgmmendddlerimdieudadimd,mmp¢dssQ9Il..a(Rc•1)zIkD 3)Aq�aiymotdfedr,Qq=IflQlavb®eppfdo6epbehtraLei2som�wh¢as�mivltry6eTna$MawfidavpeN-9RAI-7DVLSemg242 4)3lsdvkdspdLmdusb.W.M%FRSQ*-b+&g. IInaondago•ubAb9/rHl. �\ •kit ��.� 5)PbubmWal7Cp brawo�6ep�jei+em'o®®seaoqui�etbta�'mmbadddepingnlndsaaoalaefecs `'\ ire i A == P 605 [ sn TZR7(f.4¢pyid6fsdajm�9mlhfimd,alolseaasmmcramcibaivmMluidviinlnmsbaalmd�maeisaad�dmimaatppidby6eTn�Mamtaemaidrd_: 1 smxaw and Tiyadi,+r BrianM.B y , Ik�cA�lmtisSau6gkdosaapegg:c�Cpar arnle0i n�grd fetgsmngor ai �9rnnSa m.cpseardh^lnpnsrtLdcmeeonfi(uualNies"pegianddmalidanxe6nAlm vpbtadene S.- f(7605511 nuudaovdlySmp�gSve-Tafm}esnUckamnb�o'tsER-2762..Umm�mrpbtsve3lpugcsnba6e�n£alpmemesfo0adtrse-1R'srbd�id�st anl8�ueepbear5Y1K;n6itkdmgah�SavmlBprgMephe 25A1N1GscRRa¢n14951 Southern Truss Companies, Inc. Tom= A3 2590 N. king, I lighw av w SOUTHERN T r Designer. dL co" 71f TRUSS Fat Pierce, F1 34951 Dare: 6'14,2015IIAUSA.M dS COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax per: 1 of] mar 2017.7.1 piiW] Maasial th(aha9 .�Da 1565 Span Pitch Qly OHL om CANrL CANTR PUB Spacing WGWLY 23-2-0 6 /12 1 140 000 ON 000 1 24 in 1121te 24-6-0 1-0-0 6-9-8 6-9-8 6-9-8 2-M 6-9-8 13-7-0 I 20-4-8 I 23-2-0 4x6- 4 12 16 12 6F 3x4 / 1x4\ 3 3x41 n� a6 r' n 1.5x3 I 6 T j 5x4- T T , 10 9 B 3x4 - 3x4 - 7 3x4 - 2x61 0-" 9-0.11 9-0-11 5�11 9-0-11 18-1-5 ON Loading General (NI Summary Deflection Ll (loc) Allowed fmd 09) BNSQ& fBC2D171 TC: 06!(2-4) vnm- 0227h L/9A (10-1) LIM TCLL TCCL: 20 7A1-2014 BC: 0980a0 VhdL omb LON (10-1) !0 4Mb h, m—: )�, Vhb: 046(5-0 firim wth 7 L/240 13ai : 0 1»: 125% ovfamrr-20 BaL: 10 1%e(ases(lm1'Y4D.* psloJ•uR) (2iw3.11.54) (3a13,19.7W (4n ,MW (5:1.9,4.11;K) (6d-L't -M) (r+-e389a) (eDo3&a) (9DLL1-12Il1 noDA3., Reaction Spry Jr T— I!t}O.A. &.lush Mmal "BmVAlb M-Ra M.G-1w M.V" b65 M-LW M-H- 1 -(.4 vu ] Su C—ftm.y 3D0i, 1,D12b - -401 be -4011a 1ffils 7 BR 1.4f1 ] 4b Cm Ma ry 30)u 9aft - -355bs -35 W ohs Material Su nary Bracing Summary TC 9',A 935-2013)1QN4 TCR d* 9imlda)lrima�3-Il�Babd®mb,•Obss BC SP(9S062013)02.h4 BC&amg &.M lobs SP(AL90S-2012)432x4 Loads Summary gTb'st¢atrubeade�'l-fat�m&mlOobo dtmdkelmdpk dmdb.& ?)Thituschazb mda;�rrr6edimsofuudmdanaaada�smA4�7-10 herdw.ig�ddmi:p¢)60mvhwimeExp=eCX*Fudw.Ce iBCavMB(1=1D0),0�va1ft 11-VJ71he48MfthY/48,1ttFad7mei 71.1icadwbmmdadl7aFIb0,0CToeWdb3fl 3)Mi—soapfl OCTA10607.1 hasWbo-nap W . Member Foi Summary 7 �gMm fgmaxa,��lrmc( �rmcrsaa��..b1r� TC I1-1 0.271 36hs 2-0 0644-1A52hs 36 a509 ,696a (-7ta� 1--^ 0556 -1A%f6 45 WD -imi bs 13C 7-8 0599 7046s -319 &10 0897 8Mb, -293 161 om 1 1. r670bs1 Va. 2-10 a171 -46bs 48 am 121 bf (61b0 5-7 a456-1J69hs 4.10 a329 693bs (-234hs) 58 a1m ^-52hs 6-7 0019 60hs F22hs) Notes lh l�l lt!///�i 1)7L'sdegnsLamdm,tYE7-lDas�dammlb�•M]1f71k.ih&.Nngmde 2,Wsatmd,irzateje�ve®1mdh�relhS>mnsdutbrnefadPls6mepmi 3)Agm4vandfamr,Cq'1D0.hazbmsaiyide6epbibtrah�nad�valcas�m5'tilbyhTn�MmdanvcpcATBIlA poomldddi®n3rbd®dkedmnpdssAfl lL+(!fa-1,xA01Iaemdm¢M9RA 1. 1.2D025moo242 \\\`\l <) ®II�s wait(QR)naridatlnlnio^(s)9wnRmsofaRna=N6eCmah4amlaDW®aRBitACEivabmw6oaRsmddalgaltrui�s= `P __ \EN � // SF 3)L'mdvidtQBbou�baadmMWB60sy6t&� ��G � �V � \ � / l 6)l thotd.,TCpi�l 4cm�p pi s;racryirmnotmdrmbadvtdyepba�hoduo�fnscyi� \ / '`1 605. *, ! . P �tr \ O,� T17110E.4mpyofheh eAmilm ' dwlb:firtiAtdu6eamuoammcTFaiq'wofb'si�ivdalostnb�dmdgmaebaod+afdm�meayyidbybe7nxsMaM meandrdsspmheamuayaoda�ito�ofheid'�fmstfahbyheBuiGg Meitam}+m�orpofemmlmpimigsepne:uTyfufrrsesaatnvtd9iwv��frmvpagndfr'lmlddmsaroo&Gmaaltia pagfvedd'mmlufuvamn..4lm�a�ptas�alhe Brianm Bleakly .aao.clyes&.�z-r�('��mo�amma�eBsi27a_+oa.�rpbt�2D�u�m(>s6�dabs�arofwga :lrs'a�lt:mottle®u�ltacRsalsw;m:�ctn-��1a�� s,nF,gz16os1 259014A:a5HahRP[mFl34 Southern Truss Companies, Inc. TWss: AAA - ' 2590 N. kind 11i2hwaY m lD--.o�� & 1 SOUTHERN -MOSS Fat Pierce,F134951 Date: 614MI8 11A039AM s ,7d �-`'' 4^"`T7'Ii,s CCiMRANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 10f] u2oJi:�.1 jBllild2l Marerial Datlhace 1565 Span Pb Qry OBL OBR CANrL CANfR PLBS Spu-i(g WGfYPLY 2-3-2-0 6/12 2 0{)0 0-00 ON 040 1 24m 1101hs 23-2-0 ' 6-9-8 6-9-6 64-8 2-9A I i 6.9-8 13-7-0 + 20-4-8 23-2-0 4A - 3 —,-2- 16 12 6F ,x4 \ 3x4% 4 1.50 1 . m 5 T co Id 4x5 - IN 1 ,� 1 T9 a 7 6 3x4 - 3x4 - 3x4- 2x6 l 0-0-0 0-0-0 i 9-0-11 9-0-11 9-0-11 18-1-5 Loading General CSI Sl�mmary Deflection L/ (loc) Allowed Lmd ( BUgG k: 1BOD17/ TC: 064(2-3) VnCA 03b L/M (9-1) UISO TOLL: 20 t TH1-2D14 BC:1 098(9-1) 16tm O09b L/999 (9-1) U240 TC L: 10 IkPMbr3mmse: Vs VZ: 046(44) &.C3: 0070 6 Ba T : 0 ROL: 03.1. O-OhIt ,R4r-20 BM, )0 }btarsapocl'Y4dgk (134,7-3P) (240,1-1551a (3DOy15A.) (41-9,4IIN (59-12y-)X) ( 901 (&0.34R) (500 42A.1 (9Do3-Sa1 Reaction Summary Jr Twe 9xCnmho Bv%ydb Mabel RadBmVklb M-Rd M-C—LpBl M.V"Lb1R hw Lbw M.H.'. .. 1 lb(VAI) 1 8a Q—M—" 3DOb 974ft - .361. -343bs 1551. 6 HRae"4 1 4e C4 M—y 3DOe 989bc - -3373a -357bs Obs Material Summary Bracing Summary TC SP(ALSO&2DI3)102a4 TCBramg 9r 6alaArl�a�3104RaInd�rorobyOMs BC SP(AL9OI,3D13)622a4 13c&.d g S.X, 1Vbs SP(AL�2012)A92a4 Loads SurnTary 1)Tlmb s)nslamdeyn�torh�atdtblopalhmammdfuemdp3sdadmds 2)7bi;�hnbmds�altarbe�asafwdlsdsuaavdaam 7-1o. 6etaWigo$ddmi:p¢16Omp1�utioae aaC.RSA'F tOili yH�vgGcguyn0�lDohO.calBBg. TXm27.17fta48.33 Qh=I41lNxFd7aerns,2vadodimmileailXL^110,OCzmewdh3 d 3)M:imvnsQagea ogua.. a&—blBCTabk16073h—,Ib-app6d Member Fo Summary ,ab�M�wo azcsa axa�r�(rmrrdaavasa�o�a�lra� TC ,-2 0572 -lfbl bs - 0617-1A726s 2-3 Obil-IAS6te 4bs 5 0509 /9(-7hd BC 6-7 0597 704bs 0211a) 17-9 0892 Mft-2976s) 94 09& 1A43ta (-WWI Va. 2-9 0172 4471. 37 011 17Dbs (•63h� 4-6 0458-I,I706s 3-9 Ow697bs (.247bs) 4-70)Q3 2526s 5-6 OO19 60bs (-22h4 Nate o\\1I I I (1���/� ))Tb'W.jpjp b-d- 2)vnatand}ioQatorchwdalandkr2mhld6mbmdwbbekadlinhaepmmpooaaddDamodxbdmdba4a �B7.l0asnfamalbl.Ee7117A i1aBuNygCade pWaDl LL+(r-- I)x�IIisamd.-JhANWfA 1. \\ Vt. JB �.� 3)AgmFmoldfartr, 4)DOR =I0 p,6azb®appFefbhphthbalr�omisml sas�afiMb�hT�MarahaacpcATAIIH I-2DIRa ' n242 ���� \\���•'�`��� __ `����// . �_�'T"hcW- mama(QR)�aDidaMrinimfs)dvviNoasdQR^ashmdspattl'dap Ntraml,�bWEHaFHRILETaratriaixabQAsod SF !" 5) Lim daidsplftmmiwabdmMK77LSQd,,hadrg 6)PbtI-kWd.lT'C \ i pP600§ �ORI�� �j//Flss L \N\� �NG Illllil WITCE/aipyddisde I1D�icAsmlmfisdassr�' dnl6ermi�aloheeaunua+amr.Theiq�dlmiaWEmlauass�Wmd vinnasd,a(immeagpLdbybe7�Masubasaadrdengmhama-ery admry�xsdhufmmfmsarmhb7tt�lLg :�vsmgiarwfladaismleg:mvgsgve-bSysii�fahne am(ura�JxraaSMeaavpaaeardh"Im{vanlydmm6o&GmalPia"papFkraddmsalufmm6nNaw�p§��albe BrianM-B1ealdy mavdaaadbyS.vp:n9im;Ti•Ci.M1auklrcnaoud�axuAE4t-276-'I_4Cme�rpht:a�ps�GmL�hi1'dphe�sfMouedb�•a =1S'srh�id amiRpugepheor5c18•.s�' �t:ahJSewnlS�uespbeEV.R76051 2590hifi�N�R RssR34951 Southern Truss Companies, Inc. Tnlss: A4 SOUTHERN 2590 N.kings Ffiglway Pro*�. & TRUSS Fort Pierce,F134951 Dam: 6✓14M18 11:4039AM cc.7,pOD�u tunas r4 COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: I Of I V,mm 201717.1 [B Ld 2] 1,4aierial Qat t" velcrn 156.5 Sp- Pitch Qry OHL OHR CVaL CANrR PLIES Spacing WGT/PLY 272-0 6/12 1 14.0 1.4-0 o00 00-0 1 24m 1191b1s 29-10-0 1-4-0� I 6-9-8 6-2-8 7 6-2-8 6-9-8 1-4-0 6-9-8 13-0.0 1 7-0 20-0-8 27-2-0 14-2-0 5x6 HS 181 5x4 - 5x6 HS 18 / 4 5 6 12 12 6F— �6 tx4 / 3x4 / 3x4 1x41 7 8 �b I rm v 0 Sx4 - 1 1 5x4 - 9 1 4 12 11 10 3x4 - 3x3 - 3x4 - I 1 I 0-0-0 9-0-11 9-0-11 9-0-11 9-0-11 18-1-5 272-0 Loading General CST Spry Deflection L/ (loc) Allowed. lmd (pd) ftCode: FOC3717/ TC: 058(I.2) V.C7C 032b LW (12-1) TQl: S L/180 T1Y 1.2014 BC:' 096(12.1) VnIL• 01u L/999 (12.1) TCCL: 10 AepMb,1.—e: 1-¢ V1b: Q32(5-12) B—CIL amb 9 Lf_40 Q B2.: 0 DQL: 12916 Cr-PPmSRc-20 . Btu-: 10 J'br0Oas0ov,YA^gb (15141-I1A) (30-W-9X) (4DA-SJ3.) (540340.) (6d10W3) (7413J-9A3 (80 15.4) (99-101.11.0 (1004-14a) 01001.12A) (1201L+W) Reaction Su lorry !f rvoe I BrcQ bd BcE9Aib Mabs1 Ro &M% M.R a M-xG Lw M.W.W W M-LW M.H i, I fwmp 1 8n Ca M—q 3D0b ]j80N - 467ta 467ks 88bs 9 Hm(11a1) 1 81 C—M—" 3DDb ])sobs - -467bs -467bs 01. Material Summary Bracing Summary TC S(ALS06-2013)e2.4 TCHradag Sbab —p, 4810200 BC SP(ALSM2013)WO BCBr * 9r-* f P.1ma17-24Re(nd k by Cbm Vft� SP(AL9i 7D12)i834 Loads Summary I)76b—) sb- fat ff sduJ0pdb—d-dbeMd*dmdba k 'h7L'snrshulmiMg�dfabedferofwnd u—'-.+•`eo s�-IOwbhefobwiguaddmiip¢160mpbutimakEtpmi.eSiutvFr Cd6�ip,BuiiugC ,UO-IfO),O+ealBtlg IXm27.1716i4833 f(b<]41tWF�lZarcTru$Teired�mnddadD3v1L0,CC7�eWdh30 3)MmumsQagm¢loedogue®daomu>bIBC7ebh1(07] Iasnr4Rmapp6d Member ForcesSummary ra���M(O,aaxcr�ax�lr(n0� rm:ad�a�1rm� TC 13-I 0271 366s 4-5 0333-1�BDbs 8A 0580 -2p19k ] 2 0500-24D191. 56 0533-I'5w]. 9-14 (L271 366s 2A U72-1.8161, 68 OM-1816E, BC 410 0.962 1.7466s -82 112 Os74 1313 hs (LM 12-1 Q962 1.746ft _416F6 9�. 2-12 Q167 4356s -1 0319 6781 (-240tn) S12 03)9 6787z (-2401s) B-10 0167 -435bslA lr111!///// �� I))TW-j nibndav SCE7.l0audemmibyha77BaihB 7fngCade Vt. \\� `�'--- 2)Vn�taodllaateie6evai®la'dh�maaldd4a�&euFdudPYs6ccePm�r�mv4ofdA,rimdebdmdked mnpmlesO9 LL+(Kc-1,xlM llaa®d—AA16"I. 4) mRWfe�.Cq�1DQhasb�app63oMpbebtra mmnad�nvalaaz�a7edtyhTru$Ma�occpsAT3RA1-N10¢5®n242 Pam\ �N . /r- Xi �,�GENSF�\�� // —d¢p. wh, '!' MF— RIB `-: }� �S/ 5)1m1aidlyVnmdvsbsxdmMA'FRSCnI�•te6n' � � .\ � 6)}4ubmMalTCpxhbvmilepae¢'.emm"uaomergdemtofa� vohbddda�ra�badsaaort�piiG 1 P 605 � A - I llill tlll PI7110EAvpyofd—!--.xfM4vdbine�nm�Kaax.76ei�(gofha'odlednlnxa'slav>imd canaodreluimimsc�idbyheTrusMamLidm:uar�ymframvaga,dmaphra�affieut imffifafib�'IeH�Mg IL�*.ti Imifsdauo�id'a�a�uparcadpnfe,irdai'%'N'fvM�mvyormh�sFnsnSxfrm�elexanih^Lvpavixld r�an3fi»rd^la"lagef addmtalbfane6nAlmrubapbecddbe 137ia¢M Bleakly mv.eeaYdbySnp.nSpB-TeCmpimincuam.rFoom f�E42-'_)62.Almmnnrpbaam��usem�fe'clpb�sufofoual6ya=1S'o6ilirkewnl8gaueeph;or'SYlffatidii�aahghbimnlS�wepbe gunFigit760.91 2590NK—HghRRr¢Ak95i Southern Truss Companies, Inc. Tn1ss: MA 7,74 .Gi � SOUTHERN2590 N. kings FliigbwaY ProjectNazne: C_vI-A Thm Dril .. dle I TRUSS Fat Pierce, F134951 Dale: 6//42018 11.40-A.W co,npPkT�)�O S COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of t VIaac201717.1 [Bl1 ki 2j M.1crW Databaslc w9m 1565 Span Filch Qry OBL ORR CANrL CANER PLIES Spacmg WGT/PLY 27-2-0 6112 1 1.4-0 0-0-0 00-0 &M 1 24 in 118 ft 28-s-0 1-4-.I^ 7�+ 6-2.8 6-9-8 i 6-9-8 i 13.0-0 1 7 20-4-8 27-2-0 14-2-0 5x6 HS 18 \ 5x4 - 5x6 HS 18 / 4 5 6 12 12 6� �6 I ' I 3z4 / ,x4 \ 1x4 / 7 n �a I r I i ° 2x8� 5x4 - 4x5 l B. T, „ 10 9 3x4 - 3x3 - 3x4 - I 0-0-0 0--0 9.0.11 s-o-„ e-s-„ � � 9-0-1 1 18-1-5 26-11-0 - -0 Loading General (St Smeary Deflection Ll (loc) Allowed lead (pd) ndscod:: FBC70171 TC: 0.9)(1-2) Vdat 035e LAM (BAj L/180 1L7L: x TH1.3014 Bc? 0%(11-1) Vn1L 032e LIM (B-9) L/M TCn.: 10 4%ftll— )Ex Wb: 033(5-9) H..CR amb 8 Ba.L: 0 Ix1L: 125% Css;tPd..Y -LI B II-: 10 Pel.0WJas]{X4tig9 (131A1-11A) pwaO-Jt:-,) (3¢I33A26) (4fl0,3.$li) (SBAW) (604'-Q13.) (7h03-1554.) 83.141-11y0) (90&'4- 0.) (IDDAI-12(1) (I]>103501 Reaction Summary Jr Twu B.C-. F1n:NNh Mane) RgdB.WJh M-R®d MaxCam•tbdt M.V"LkM M-Lta M-Hxh I Fb(W4 I 8is C—Mamy 300b I,181 t4 - •46M 469k 122 ft ,. 8 HRgI(1369 1 4n C.-JA. xay 31ne 1,142k 409ba 409k Olss Material Summary Bracing Summary TC SP(ALA1G2713)t2h4 TC13same 9sale\ aaapc[4-&lM00 BC SP(AL90S2013)*'-a4 BCBradW 9s®kto-Asdsv690,11siad®gslyWas Vffia SP(ALi 2712)7B2z4 Loads Summary tj7h'saseahazt®d�veiror4� dx,lop�mxmaxxawalm�aaa®ak� 2)7L'snec6azLevi��frchffimsdsidkedsesanrdaamJiA9�7-l0u�kfg8r+ig�ddnaiiSaa 160mphutimeE�naviC,ru9yEgdsn\C+,bMiO,BuiimCntgu,•Il(I�IIIO�O.celBtlg D-Z7370x4833Al 31M-�g�8� -144NMFMZ-Tma,NA..da+b-, hd a XL-1.60,0=-Wdh38. i�b8bsoadavmate1BC748k1/07.]Iaaoofbenysded Member Forces Sumfnary Tat>eodztmMmBcQm=CS4=aaalfau;(ma wwfwidffamfi==axwfaa) TC 12-1 0271 361. 4.5 0531 -1381k 7.8 0396 -2p14h 1-2 0589 -2Q20k 56 0SI9 -1jmk ' 24 0580 •IS]Sk 0577 -1821kBC 8-9 0954 11 6hs-d6-7 9-11 0877 13001a11-1 0965 1.7331ss (-684kVohs 2-11 0.168 •436k 5A 0334 682hs (-251 k)Sl14 6nhs (•7.9 0.169 437hs DkRC� 1)71�s�algg,LAB]-,0asadamodbyk7117littijel�()Jde ��\ A\~ �'_��_Fq 2)WCRt dH-at6d-i.lasdb.*.Wd&�iacduebEekdplahegap-pmnofddbimdu `/�i� dsdl A-40d slT01L+(Kc-1).DA-E .d-WfiANWfflL Nft! 2 r r.' ukp6ehnals rmd�g�v^Laas�nfelbykTnesMandanoe pcA1.9RA1.2DMua:mmn24 VS?,-N1` 4)RwBm�W> ��-/ �`v'EI -�� l;�P�4D . A 5)1.salaidupKrm�shxadmMN'FRSO�y'kdm.. 6)F3 kaWasTC \ j 605 �.P ST O ORipA/G\���� j0��4 slON A i,E ran�.4mpyKm�a�a1>tiR.na.�o6og..agx.7tadgrhKbsdalnsel�Imd�ggr�eaaa,at:maaa�p�Iwkr�Manucno:amdaaponkamaaoamm�ln�orkffxmcnsraroyktna+bg lls'pc.Amlmiudauiigvd'anamyw.utpodeai.wlmpsaigmivc�&ys�jfo-knnmmpmafds�sjwn.Sxkanr�xardk^bs}aar[hsfomaeon&Canal.^ats"le� adf'na1:JmminAlomuo[phe9gllr Brian MBlealdy -.15''inpmSmg-7r(•mganllrceemdarn u7sF3b2762_4igmmzphtserc� gmbah pmfulp§t3¢eEfolwudbpa=l8'uhAsisd LSaglBpueepbev5718',di� salight�sl8gau_Tb. gF71451 259DNK+� RA-M495P Southern Truss Companies, Inc. Thiss: AS 2590N kin�;I);gT�vay CrysW 913UTHEIRM TPhmDcttx�- d 'TRUSS Fort Pierce, F134951 Dare: 6/142018 I IAN NAM C,,,,Axelt So4lklrh �" Tr COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: I of 1 I.knim 2017.7.1 [Build—)] MwmvdDataba%venic¢ 1566 Span Pitch Qry OHL OHR CANTL CANER PLIES Spacmg WG'f/PLY Z7-2-0 6112 1 14•0 14-0 01" o" 1 24 in 112166 29-10.0 1.4-0 6-9-8 4-2-8 5-2-0 4243 6-9-8 1-" �I1 6-9-0 114)-0 1.21 204-8 27-2-0 I 5x6 H518 / 5x6 HS 181 3 4 12 12 6� �6 1x4 \ 1x4 / 5 ed_ �d n Y I 5x4 - - 5x4 - 1 1 6 T' ' 9 8 7 3x4 - 3x4 - 3x4 - I � 04]-0 0-0-0 9-0-11 9-0-11 9-G-11 9-0.11 18-1-5 27-2-0 Loading General C& Summary De "on L/ (loc) Allowed Land ( BBgcadc FBC20ni TC: W(s� 1blm 244;, Lnn (9-1) LnSo Ta.L: 20 . a TA 1.2014 BC:' 0%(6-7) WJ-1 Wu L1993 (&'7 L!]f0 TM.: 10 wlft m� . )!s W6: Q72(4-71 f .r m 097h 6 BQ1.: 0 IL(3L: 1259L ChsF =Y"-2D BM-110 Pox4Hxa(3arr(XMgk (13(���IIA) (M4i-15j4) (lfF2,2-I1J7a (44?,T-IlJ7J (SU0315$41 (6310J-11R) (7D4�SA) (SDOJ-I2Jl) Reaction Spry 1l Tyx BreCnnbo 9e%yAb MmW RadB Wfi M.F-d M=!G v 4sfa MaxWndLW M.Lm Mu33 1 F"(9AIq 1 Sh Cnm¢M M IDOh IJ67bs - 467hs -4vu 72bs 6 }1Rd(VId) 1 Sn C—Maxxxy 3DOu )J671s - -467bv 4676s Ohs Material Summary Bracing Summary TC SP(AA01,2D13)122s4 7c&amg 999A aart3-4.27000 BC SP(AL5p&2D13)R2N4 BC&amg S-t d.P.F w7-OAHxindpby0bxx wbs T(AL9DS-2D1 031,4 Loads Summary 'a�.�raf��a�oloPsmm,a�d�ma�;�ema; 1)Tns.�l�n® 2)7Lsmshasl®dc�,o�fabe��atxndhadsnaavdaro� '7-IOC he(obwiguaddmtipt 160nQhutioatExp—a CJdJEod.ACehk83BBaiftCamayDR-7DOj0—lBBg I1ns2717ftx4833f.-14ANtFndZ—T—NA.m d,.b.. iedDOL=IAO,OCZ—W4h3ft 3)Mimn®aa@ ekednguaoo&omaiilBCTabh1601]lnsmth®oppfai Member Fortes Summary fahk�trMmhelQmaz(5 ®xuelfaq(�mmp fuvdSBeeaOamm�axelfmv� TC 10.1 0271 361s 3.4 OM2-1,337h 611 0271 36bs 1-2 Ob35-1943hs 4-5 Ohm-47471s 1 2.3 06554 - 747hs 56 01695-ISN3bs 13C 16.7 0965 IS/5hs 666hs 7A 0913 1�1 hs 419 9-1 D965 IE75hs (6271s VWs 2-9 0171 -14hs 4.7 0219 551N (-174bs) 3-9 0219 551ffi (1741s) 5-7 0171 414hs 1)7bkWpibwdmAqCE7-10eaniam.ibybe2,T7FhsibBdkQCade 2)Wtt7t.ndk}aQtase6ewialadhrmr�slddmnsduebFekadP4s6eas@ms�oomcddd�mdrbdmdhad,m�sefasD9 ll+(Irr- 1)XULM! 1. smnhnm,&ANWM 1,71q'L9s6n241 \�\`�� 4)1D4s�fedn+rphebealra;sara�svnbaazspddbyiseTn�MandamcpcAT9/IH \�\�; S)Lsdaidlpffu®disbaselmMK'FRSI]shhndsg 6)P)3alnmasTCil.�SmabepeaarQtr. iumms�nssTdennotedasn6t+ddd'npimgm ked aoo¢baxpiR � � P 605 ORIID?" -1 S/ONAi,EN\�� J2B7�.4mpydb'sdaph;halbe6m�edblmmnmraur ltxd®mdis'sisdoiidtsessbasdm naeiso 7strFum�su>p(�ibybehmcMandaomaMri spmframvaq anlmmpl:>�ottnhf enxfuhbyf.&afg BrianmBlealdy lkiasA dmlicsie`s.'8"dasa�vssreoCPmfoea°legi'n+nBsrym�dsYsi#'forfsena<ms�xe4dsgn3wu5refrnnrpay dbe"br�paasa 6n&laralWes"p�daaddn's.alidu®im.5lmm�pLb�alhe �s xdtyS�SasugTrarsga�IrcoamdmxumE9L2162_41axx nvpblsase�Lpsgesoks/icpaddph�esDAvdbye-lS"w6ds6dut I98a phns "MI1-.ahi:hb1. a tigbsx®o lgppephe 9nn&g6M051 25901: F"auSF�RRxscR34951 ' Southern Truss Companies, Inc. Truss: A5A s SOUTHERN 2590 N. kings highway T»� � _ 7M TRUSS Fat Pierce, F134951 Date: Nla2o18 1):40:41AM �" � 700° COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fak Paw: 1 Of 201b.) [kOd2) Mmeaial Database vetacxl: 1565 Span Pilch Qy OHL oHR CANrL CANrR PLIB Spac'ng WG )PLY 27 2-0 6 /L 1 14-0 140 040 0-3-0 1 24 in 113 ft 29-10-0 � r I14-0 ' 52-8 6-9-----� i I 620-" 27-2-0 26-9-8 Sx6 HS 181 Sx6 HS 18 4 3 4 12 12 6F 6 1x4 % 1x4 / 5 n wd 1616 d ? 4 2x81 5x4 451 1 9 8 7 I 3x4- 3x4- 3x4- 1 D-0-0 0-m 9-0-11 9-0.11 8.311 �r0 1 ' 9�11 18-1-5 26-11-0 - -0 Loading General CSI Summary Deflection L/ (loc) Allowed 1®d (pA) B68Code: TBC2017/ TC: a70(1.2) N61m. 0.44n Ln13 (9.1) L/180 TOLL: 20 TM1-2014 BC: - 697(9.1) Vn1L, (L11b L1933 (6•b L1240 , TC1L: 10 RpMbrlmma: V. Wb: 021-(4-7) Huat: 097b 6 - BCIi: 0 DOL: 1254E Cnpreax,V-20 Bc.: 10 I'br(gffi(L¢xyAn-,k (13141'71R) a04M-15M) (3aL-IUS) (4a22-I),0.) (S�ilS,V) i6370,1-I190.) C&Q-8A) (8041-12A) ' I (9n0_a-sal , Reaction mammary n' Tym BrcCm bo BmWA M-W RgdB'x1)Bh M=Rg MaxGaAW M-VkdLW Maxlbl8 m-Hxe I Rg(WM 1 Sb Cau m-" 3mi. IJ67bs - -467b, 467be 72s 6 HW(U 1 4b C-..Mavry 300u 1)67bs - 4671e 467b. Ok. Material Summary Bracing Summary 71C SP(AL9042013)ip.-N4 TCBrdv 9-f 4aapt3d:1,10N BC S'(AIS0:2013)02c4 BC&amg S.#.d rpafusa16114Ytd dg;•pby0b- -%VA..- SP(AL�a112)ON4 Loads Sumplary 1)7bFv�6vsbendgiendt h��ax�1on46mgd�dlKmap>sa®ama; 2)7h'snffihasb®d�fgrhe��ofxndlndsua�..d�•,,••,:�,•u'x•�-]Oaihhfgbwig�ddcd:pz 160gghutimkE�weC.FuAFx�d,CebhtlHHBuiJoBCa�gq•IIO`1DD�Oea1Bk� I>c�x27]7thc4833$a=16f4T1YFnf7me7n�TtLceda�m®daAD3.�110,OC7meWdh3fl 3)i.1BCTMb1607Jh mlb-WW Member Fo cec Summary >Bbe dm�M�bgln�axc�, rex. �lrg�(rm� r�rda r�a,Wf� TC 10-1 0271 36M 3-4 0611-1,3371. 6.11 0m) 361. 1.2 01m -1"1n 45 0651-],748ba 2-3 01m A.7471s 56 0655 .19331e BC 6-7 0954 1675bs (-69 t 7-9 O914 1292bs 9-1 0967 l 5bs d16Es) RBs I-9 (1171 -4141a 4.7 0219 351 bs (474W) 39 0219 5511a (-1MW 5-7 0172 -415hs N de9: I)Th's�'sb..lmA5LE7.l0-dammityhe7a7Rxda9dd \� )gC.& 2)AT.1ya Ha¢« Lewialardhaoaelddl�A�mfne6adfis*mapmn>pm�Na4soracbd®died,gmpm,asOm LL+(1;c.1)xR0 anamdmxomAt-HIfP, 1. �2`� � ��\ GENs 3)AquaiyamdfamyCq-1flQlashmappisiotephxbtrgl��mdc�vebsas�dWbjfieT�MmadamcpcAT9R7'll-iIYOSesn242 [[}}..C� /� 4)A1w'hadaPatA•+i¢gbPewxl+a'3nS \ �C/ �, ` \\ / 5)Tatu:dlyFPo®dasb,.dmM1%TM0d1 bft / i or.a�ldgbad=ag�» p 605 A- ST 'v� � �v i 0,�` \��C ORI D ��� \�N 1111111 WnCE.4m0yofdfsLgs�al6efuo�LdnieeeanmaaaQ.7lc rhigvAvaloaiisd-au�'-idzseof��iv1�8'��0'�i't db'siidvanln aebesimdarnavhaui+dui®erswgp[dMbeTn�Mand�e�mdreLs nbeamxaa aodgmp sor6enf �slfgnbbj6eBulTop+ �*m^4���f^dounSc/�em�vpD_usMh"bnpue�nlof 06o&('vn-dTa�'paw(aeddn.alnfim�a6nNgmeaphsshalbe BrianlViB aldy rgandagmibySnyzagSg�-TeCugpmylnLneamlagrciAiF9L2762 Nmv�¢rpbzFam'gp�woevil�6e�sfdphescrsfoballye=1F'uhid�ii&atsm l8pux rr'�+18-,vhElnimaati�m�l8p epbe SnnFig,A76051 2MTifGre;fi F i,.n34951 i ' 1 Southern Truss Companies, Inc. Tom= A6 ". ldddbkbl-kin Ni wa 2590 N. SOUTHERN � � Y PrgedNwax: Crysal ThissDaa�mler. d1c -mugs Fort Pierce, F134951 Dare: 6n4.2018 11:4(l:42AM C`x" 1°IL °" 's1 M COMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax >av: 10f 1 Uasicu20i [Build-)] tt'J.1 Material Verson: 1565 Span Pitch Qry OHL OHR C.ANrL CANER PUPS Spacing wGrlPLY 27 2-0 6112 1 14 140 000 000 1 2A in 125Is 29-10-0 ,� 5 &7-, 4-7-0 4-7-0i- 3-7-0 I SS-0 14-0 5-4-,5 9-0-0 137-0 18-2-0 21-9.0 27-2-0 Sx5 - 3x4 - 5x5 - 3 4 5 - 12 12 6F �6 lx41 . ,x4 / 6 ad - SO- I5x4 1 1 7 , 2 T 10 9 8 3x7 - 3x4 - 3x7 - 0-0-0 0-M 9-M 9-2 9-M . 9-0-0 18-2-0 27-2-0 Loading eneral CSI Summary Deflection U (10C) Allowed 1-d (pd),Q&. FBCklt7/ TC: 043(6-7) VaOL 028b L/M CM L/180 TU.L: 2D TA 1.2014 BC:, 094(7.8) Vr 00Bu LNA 09) L/140 L• TG' TC.: 10Mhrlmana: Vs Wh: Q23(4-10) F—C1h 0086 7 BQL: U1.: 125% (3epFarrx,Km-2n BCEL, : . lbeCHm:(h.3l-44agk (]}10,1-lip.) f2403.15;W (3D-13.12A) (4043-8p.) (541312A1 f69gi 1534) (73)41-I1A) (b9-12,18M (9DQ1.1261 QW-123SQ) Reaction Summary jr Two MCado BmVW Maxmi RWEIeVAh M.Rma Max(3aIUM M.V"Lb60 Mm[w M.Hz 1 Rs(N69 1 8b CanrtM -y 3DOb V67W - -467h; -467bs -561a 7 tQtd(Vhy 1 8u C—Maxxry 30Un M67b - .. 4671. 467b Ob Material SOmmrary Bracing Summary TC SP(AL47.2013)A22x4 TC&aagg 9mbnlvArtfma�.•♦-1QPvfn b70ha: BC S,(M-90&2013)42N4 BCB bg 3oixdarAaiset67{yAainds�by0lmx 14t. SP(AL9D62012)63W 1 Loads Summary 1)T�xu$hazbemdspd fuhdf�dto lops[brxndxxd5�dpisdmdba� 2)77utm:hash®dedgdfahe��ofwudbadsua��l-l0u;bkfoEaiguxddud�x¢ 160mpbul:oagEipmaeC,FuAyFadxiQCnhkFip,&�iB���•IIO-]DO),OaealHtlg Nas27M.48.33fk -14ANAr.IZ—T.M?4f..dc*—ikd03.-1,60,(TZ—Wdb3Q 3)Mnnomis�ag®ikedgnamda�uvtBlCTnbkIQV/J Iasac4hmagid Member Forces Summary Tabib&afsMesbri4mexL%. axelf=(maxmmpr.f=irdCffudfvomasadalfo* TC 11-1 0271 36b 34 0310 -1,4Ab 6-7 0428-I,a68b 1-2 OA28 -IWI. 4-5 0310 .1479h 7.12 6271 36hs 2-3 0314 -1109Sb -46 0314 -IML. BC 7-8 1 6943 1.71lbs -748b 840 11930 Ws-(d',2b ]0•I Q9a3 1,711b (-709bl Wb8 , 2-10 Q164 -354b 4-10 0230 -269b 58 0Z74 509b (-155b) 3-10 0204 509b (-155b) 44; am •369b 68 Q164 -3341. Not= I)TL'sd.t.shamlmh�B7.laasrdcmmlbyk277Fi'idaBuiS�gGde 2)V.CR..dB=Otjmiewi 3)AQs4ymvdfa�;Cq-IDO,IashaiappidokphibealmsesmaaafrsassdblkTn�MmuhmrprAT9RA laWhmi ftddhm6ftFebadpk bwup�pmayd'diWmdcbdmdWmmp®tmDeLL+(Fa-I)xQ8DLiD ®nb=YAAT•MMI. � 1.7DIRS�242 �N(}��+ �� G'•(��� `I 5)Ii.1a:dUplift amoasFasdmMR'FRSOJi•baft , P�S4f/ r600§'� CORI\���� l�lftti NOTICE.4mpyordwds�vdnlhefumebdbhe®nmrr .ibn nfi'siidvddtuasbamlmd%®a®uanl�ui®mssppWbykTn�Muxd'saa:mdri sponkamoay aodmrtmlansofhnfmrein�tfiMbjkB�dirlt Brian R Bkakd, �cr4salmb'sdreeie itifiaaeagiamnfpofe�uJmgimigm;tr.biysdijfvM�mm{nelndwnSsbeancp�gmidk"lapatmldmmmi&Cmaaisbex"pagefiradi¢.d'nf madm NnwntrpMs9.ilbe maudamidby5inpm57xCm4m0:Lcnamn}am:a+iE4t-2762-41mm�phtsweB1¢etd�fr(dpht•.me'sfabadFry•e :IS'and�iS asanlB+CK18'.and�nf vsatila¢nl88aigephe#r76ffiI 2590?: RmHdSR W m fl34951 �0. Southern Truss Companies, Inc. Truss: A6A SOUTHERN 2590N.kingsffii&vay ProjeaNartle: G}stal Trtn�sD2: er: &r- c`x Sohmo s*" TRUSS Fort Pierce, FI 34951 Late: 6UM18 11:40:42AM Ti1ra�- COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pag: ION Wsim-2017-7.1 [Bt ik121 MaterialDatalasewlvac 1565 I Span Pitch Q1y OHI- OHR CANTL CANrR PLIES Spacing WCT/PLY 27-2-0 6/12 1 14-0 000 080 0-3-0 1 24in 1241hc 28-6-0 1 I 5-4-15 3-7-1 I 4-7-0 47-0 3-7-0 I 1 5-4-15 9-0-0 ,3-7-0 ,E-2-0 21-9-0 27-2-0 5x5- 3x4- 5x5- 3 4 5 12 6F 12 �6 -1x41 1x4 ! n 6 n o 7.4 g zx8l 5x4 - 4x51 1 , 7 T' ,0 9 a 3x7- 3x4- 3x7- 1 0-M 0-" I 9-M I 9-2-0 8-9-0 9-0-0 18-2-0 26-11-0 - -0 Loading General CSI Swnmary Deflection U (loc) Allowed ]md (pi) BHtc�dz FBC2017/ TC: 050(67) VhCIL 0290 LIM (1.8) TOLL: 1 LnBo x TH1-2014 BC:' 095(141) WIL• 009b L1999 (7.8) Tom.: 10 RepMlr.— Ha va: 025(410) iiizdt 009b 7 L240 BCLl.: 0 L10L: 125 % Q p am ,Ka-2n - BQI.: 10 R1tOH' ( 1'A-81: (1310J-I1A) (200,3.1534J (3¢1312A) (40ANQ (541312A) ((A031534.) (i3-141-119a) (81-I SA) (904Y1:D.) (10l-123801 Reaction Summary E 'type Bmc-" B2 %Vdh Mabsl BodB-• re%Wb M Md M CLbM M yllr U* M-Lw M.H ik I tTa(N6b) 1 Sb Ga M-vy 300b 1,169bs - -_- -Wbs 4efs 91 by 7 HRd(%" I 4b .r M_, 30Ob Ix5be - 4096s I 409ba Ohs Material Summary Bracing Summary TC SP(AMI7013)$a2x4 TCBId.E 9.*t dall-Im-L6Kfk bds *y0be DC 5P(AL9062013)t42x4 BCBnmg 9cAcAela•B-in;-16441kebdsrlryNns LWs 8P(AL9C62o12)032x4 Loads Sumrpary l)71m—hssb®d.p�df b.ff-&e )Gpgb.Md.Mi.indpind,vdb.& 2)77i--ushazband-j7df �ff aarebdtedsn,-...w.as7-]OoBfidobuiguaddmti{.e 160aphuli�eE-CBdI'F�agfebbHRHdi'aeC-EO-Iffi 1irt27.17ax48334-34%14MErdZ-h,liYamdubmaiedD[L-1.60,OCTm-wJh3d 3)Mnon®a S.icfndia i.—d.—,blBCGbb1607! hu-W6mary61 . Member Forces Summary Tab�M�l; TC 11.1 0271 361s 34 0312-1,483M 6-7 0504-1y74bs 1.2 0428 -1"1s 4.5 0309 -Wbs 13 (1317 -1699Ls 56 0334-1.7051s BC 7-8 0.929 1.7311s (-79na) 8-Io 0.4i6 1624 bs d%bx MI 11918 1.7151s-799ta) )VU. 2.10 1 0164 -354bs Flo QA7 -289bs M OM 512bs (-WhO 3-10 0204 509bs (160fs) 4.8 0213 -+Sobs " 0167 -3611. ` Notes � 1)7L'si�gnsbanlaiA9CE7-]Oasrdamral6yhe7117BQidaHdSog(bde \\>\��\ 11 ��\ {>,\� Vt_E3`4�L! awCR� h u blddtimm &ebFehedP4 ho-Pmvpm�aCdA�m fmdmdbad ¢mpxd-1- 1L d.2A,)xnO ll a-auduxeuibAt& [A L 3)Aq�n4ym+olfi�m,Cq-1DO,hubmlaypralbtrybebtrehRta�abau�-£ed(yaeTn�MmudamepcAT911A 1-]0(RS®pn2A2 2`r �� `��\ �,/� 5)L�iwidipffamaas�havedmMR'R2SON�• 6)Fha6mdnICpdi,�l¢mmhep�pavr®mvnsPem{luemnxb--ndawbbd<aldepk-g�n6ds-ap�stneyok •� j 1 p � r 605ST iff A,X ENG�t��N �Illllll� IS11I�Ampyofdl'-hjta' IMS�mi-dbbea�na.m�.Thedei�mofb'-nd.iYdrus'sbaadmd�aaab-nd�vm�ebsq;i lbvhTn-¢Mmdaoeredrdec tram-- -n1 �' yin r a-nplvaofhebr fin--r-lbti, bxaaral Brian M BIvay lldjnl�smlmh-sSeubeid'an;aeq:ivoxMRd�1�5�81ePp�'BY`�1'f len�mnpmxd��rua5elea..vp�guudte"lnyprarLLidmmnv&Cale-INna"pegefaaidm�minfamaeoa.4ianrmzp§esdutbe _ y++aFigS16051 min-ti-u-dbySnpanSfrlg-TeGgemlrcb-mrd-nxaE�F9i-2762.AImm�mphaWDpaupswh-Ic dpFae�Sfobaeibp Ir kihi,dia..l8eeueepV.;a^.9e]S;Miilir&aksa hghnev118pnu3ephe 2<901:i:.m}Ii4.RPi-¢A3t951 I A Southern Truss Companies, Inc. Truss: A7AG AgAbb..... 2590 N. kin F$n11114va y ProjedNIMne: Crys Canpytcl[SoluicxcT" SOUTHERN TRUSS Fat Pierce, F134951 TrLmDesww. Date: ft 6/142018 11:4(%43AM Tn COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pam: I of2 Vbrsi=20117.1 [BL@d21 MsierialDataha w,.= 1565 Span Pitch Qry OHL OHR CA1drL CANER PL S Spacing Vvr/PLY 27-2-0 6 /12 1 1.4-0 am 040 0-M I 12 in I2811a i 28ir0 1-0-0I � 7-0-0 4-4-11 4-4-11 4-d-71 7.0.0 I 7-M I i 11.4-11 15-95 ZO-2-0 ' 27-2-0 � 5x6 HS 181 • 5x4- 5x7- 5x6 HS 181 5x5- 3x4- 5x8HS18- 1x41 Sx5- F---RD Q DZI Q J7 47 0 CJ7 J7 tw-0 7-0-0 4�-11 4-4-11 04)-0 4�-11 6-8-0 7-0-0 11X-11 15-8-5 W6, 26-11-0 - -0 Loading General (Ni Summary Deflection L/ (loc) Allowed load 00) BHgcudc }BC2017/ TC: 064(34) W1Oh MilL/554 (&9) L/180 TOJ_: 70 + THI-2014 BC:+ 0f0(9-10) Will_ 0_Ih L999 (8.9) LP'40 - TOL: 10 RepMbll—: W vuh: 088(3-1)) Rat 019b 6 BOP-: 0 DCL: 1241e C�Famr,Fa�20 BCI: 10 }>ate0Has(laXY4681 (IS15A9•l3) ('tKW3234 ) (Jd-1J1) (4DO3Sp) (50Q3W3) (69402X) (73$•i4p-) 0"349a) /9B0_ 80J (107-12344 (11343-80.) Reactionromary Jr 7Yoe I BxC—b. BrpWHh M..W R4dBrRVAA M=Rma M-r—LW M.vhdu* M.LW M-Hxv. 1 75o(V,§t) 1 8h G—M—y 3110b Z531 ft --1S17bs -1;J71a Mb 6 HRd(Wht) .1 4h G—M—q Mob mu - -1J871a -1J871s 01. Material Bracing Summary TC S'M31JU52.4 7'm-bg Sb fWe Hxisal2.100Bxbd®mby06ro; Bc WM31bZSP(ALVN4 BCBmdg 9rmh�aAKsat3.3411d rda�li'Nvs WBs ^�t4 Loads Sumuoary t)7ffin�lmsbmtd�nlfatr�esdueul0ps[b. dxrdAe6MlindeW� 2)7han�la�b®d�neffahedf�ofeudl�dsummda��7-IO�hefnb+.iguvrddmdip¢ 160mpbuli®kE�pnaoeC•ruAyFad�d,CnH3iR9rN gCa�•D0�1DD),Qxal�ig I-77J7fM4833 4-14 4N-E.dZ—TI.41armduebm. M' dIX --1fO,CCZ—Wdh3ft 3).ii— agcaiIkedgg I- MdCm rl:Stdlilelmd 'vam&-ihMCfabB1607Jlasnotbmappkd Point loads Mmbc Iaafm DFeoo I—d TtbWth 7bpOd 700 Doan 431s B.CM 7410 D.. 225b, Topmd 74112 mt 116U 24b d Tbp TaOd BmOd 4Y12 9412 9412 D— � Dour 116 h 24 1161a 24h 19hs 24b 1 r TopOd Hand 114112 114YL'. loan Doan 124h 19ft9bs 24h pp Tapmd. 134F12 D— 116hs 24h Bawd 13h12 moo 19b4 24h \� Tapmd 141-0 Dorm 116ba 24h ' ` BaOd T4pmd BmOd 14-1-4 16-14 1614D—b moo muo 191s 24h 116b, 24h 191. 24h ` ! . P 6O5 i ' TapOd I&Id Dan o 19b, 24h 1 - Botmd Tapmd I8-14 20-1.4 D-19bc Doan 24ir 116bs 24h - + � �. `` �- Bamd T4'� BaOd 2014 -0 2M2U_-0 Iboo D—D-43 Doan 191a 74n 31. Mh hs��L I //1�yj �- 011 0� 'i OR &' ECG sS/ONAL E \\\N `\ TI317O3tcpyatdr'ad�delhfimd'edbhxaaommame7lydslm' �ra�Imh�aha:dmReem,.�,�em..aa.atmn:.,,:a•A..aa,.a4,r ofliEirdvdr,N'aacbawicaS�nsuamre(Omrmo�.�p[dbyhrn aMarufium-ardr�•cipnbnmeaq aodmmpW�ofheidanninsoreArbufrBudTig B[IanM BiCa1dV �'r 4..,.a...........m.,a....,c�......,..-,.e..,.r...•,......�r..r.....s._o..-�.. _--__ --_—____..�----.....�. _ p l�c�im 201 i-7.1 MalerialDatahice5�rson [Binld 2] 1565 AdIb6SOUTHSPN TRUSS COPAP1Amms Southern Truss Companies, Inc. 2590.N.kinNi27way � Fort Pierce,F134951 (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Tom= A7AG T�Dlimler: � Dale: N14/M]811:4&43AM Paer: 2of2 scan Pitch Qly OHL OHR CANCL CANER PUBS Spacmg WGT/PLY 27?-0 6/12 i 11.0 ()O() Goo 030 1 12in 128Its Load Case DI: SO Dead Lced Point Loads Mmka tua' Dildm Gad T bVad TipChd 7-" D— 201n DaC d 7." Door 2%1u TapChd 7412 D— 681. 24u Hand 7412. rL Mb, 24b T.Pmd 9412 M. 68hs 24b JklCd 9-0-12 D— 701. 24b TvChd 174E D— 691s 24b Bawd 11412 IDwo 701. Zan TipQd 13412 D'— 686s 24b B.ad 73412 I].— Abe 24n TaPmd 14-1-4 D— 68bs 24c ' BaOd 14.1-4 DD- 70bs 24u TupOid 16.14 D— a 24n Harold 16_14 Dwn 70h. 24n TapCd 18-14 D— 68bs 24n BaQd i8-14 D— 70bs 31n TapCd 20-14 Dean 68hs 24b O Bad 21414 Dwm Mi. 24n TcpCbd 2012-0 D— 24hs Bawd 20-2-0 Daw 266b4 Member ForeesSunummry GbkudmbcMmtcII�mea($mum®Ifa¢(mmmmpera¢tldBesIIOmmuumlCani TC 12.1 0050 1 181. 2-3 0558 4,768bs 45 Q%5 4.7R1s 1-2 Q495 -5292bs 3A 0636 -5SQb, 56 Q491 -5-19-1b4 BC 67 4492 090hs (4p59W 8.10 0600 5$05 bs (-SItWM) 11-1 Q429 4687b4 (4PQh) 7.8 0370 5235M (-51*96s1 1041 0575 5"Is-5A57hs1 Ams 2-11 0�1 1,784� (-IX7hs) 4.10 0459 92W (-89hs1 5.7 062I 1,786bs (-I.MbO 311 0881 -1,427hs 4-8 Q166 4081. -1-10 4166 409hs 47 OHn -1,4201x Truss-to-tiiw Connections Smnmary ID Ca ri ITma GmbeT— C—,igoffm Are* 776 07 .A7.AG 7410 45dg . M _ 77 A7AG. 7.0J2 90dg TT7 77 , VAG 9412 90dg T77 17 VAG 11412 .. 90d$ M 27 _ A7AG 13412 90dg1 - M P A7AG 14-14 90d% M 37 A7AG 16.14 9aft TV J7 ,. AUG � M-14- .90dg T17 I7 A14G 2D i4 90da TT6 07 NOWS: A7AG sh2,0 135d;8 I)Ths�'slmada W9CE7-lousdaamlq•M7d 7TiriiaHiddngCnde 2)Vnatmdfinzot'melewialmdlgvavalddl�ncduenFetndplafimepmnpew4nfdilm�ndmdadlmd,mmpvlesQfl-gaDdLM.—d—CATHM. 3)A*.Iv od lCq=)D4b b-.wW.t7"iW ,.I. dbi'ie`IneaMmufaamPSATHAI!I-iD(QSmm24z 4)Aw6mdee' �eaOremt7vd•g 5)LAdvnd,g551mdimsl+asei mM WFRSod�•6edgg 6)Fh I-tdmbobs^vMKpma{dwmvnn!maepnemaorerefvwLbdddeplraBmind;mos4�jic f. P 605 _ L A. ST j0'�`� ////sS/ONAL i � A Southern Truss Companies, Inc Truss: A7G SOUTHERN 2k 590 N_ in Hi 1 2 � � Y ProjectNamc: Tru%Desgl7e,- Crysal ft TRUSS Fat Pierce, F134951 Dale: 6/14(3M13 11:40:44AM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of2 Ve i=2017.7.1[Bt@d2j aerial Daralra_ce 5xl = 1565 Span Pitch QY OHL OF& CANTL CANER PM Spacing Y)UPPLY 27-2-0 6112 1 14-0 1-A-0 00-0 000 1 12in L91fs 29-! 0-0 � 1-4-01 7-0-0 -I 4-4-11 I 4411 44-11 7-0-0 140 7-M 11-0-71 !S9 5 20 2-0 27-2-0 5x6 HS 18 / 64 - 5x7 - 5x6 HS 181 5x5- 3x4- 5x8HS18- 7x41 5x5- CJ7 J7 Q J7 J7 97 J7 J7 C.q J7 0-0-0 0-0-0 1 7.0-0 I 4471 I 4411 4411 7-0-0 7-0-0 11�-11 159-5 20-2-0 27-2-0 Loading General CSl Summary Deflection L/ (loc) Allowed Iced (pc.1) 88gCmc 18C7017/ TC: Oba(3a) vftm. a%b L/552 09) LAW TC L: 20 i M-20t4 BC:1 O60f&JO) 1 Vnll: n21e LN99 t&� LP40 Tm.: 10 4MbrIn— th Wb: On(3-11) 11-at: 0.19h 6 BQL: 0 D.GL: 125% C.P mr.Ra-20 Reaction S I nmary Ir 7ke &reQ.Iba BaPth Mete) WBreW& M.P-d M C—Ubm MaxNtmlba6 M Lba M H ix I INaI(V8y 1 ' Ma—y 31pu 190hs ],216hs .1j16h4 201. 8n Ca M—y 300e 2j3DW-1216hs -l; 16h; Ou Material ry l3raci g Summary TC SPM31.0.1534 TCBredV SbmltlorAdcat2-,04.Acild®byOhas BCSPmBcaaag (�z)H3a �b�orBo-�seu-348.cia Mo6ea . Loads Summary 1>T�t�l�b®'�ara�asamlo�rl�daa�rmdy�r;dmama; 2)Tn'stisbasb®6�-14Vke�e wT..;N&na 4,. ..,.ikd 7a,Ik ,CCZ sg�ddmaq.a 16ompb.•1:•,,•c^.-,�� Fdi 4CnbM44> Ce�ayB0�1mZO+sa1Bi Des27J7faa833f�limlarttb[Fnd7arn�TklvedumamiicdDCIFILO,(L7meSYdh3 h 3)Mivh=— tIbI'Mi—d.—ifiIBCTabr1607J basml6—MW . Load Casc Lrl: Std Live Load - Paud Loads M®be Loam CGaim Imd T byhtb 7bp6bd 700 Down 43hs Bawd 700 Dona n5ha T4pmd 7012 Down 1161. 24i, Ba(bd 7012 D— 191s 24h l lbpOd 9012 Lbm 116hs 24i1 Bernd 9012 191s 24h 1bp(bd II.O-12 LbD— wn 116hs 24n B., d 114a Dom 19hr 24h TVCbd. 13012 Dom 1161s 24c Bawd 13012 Ibao 19bs 24e T4pmd 14-1.4 Qmo 116he 26, Ba(hd l4-14 Dam 19he 24i, Trp(bd 164.4 Dona 1161s 24i. / (] Band 161.4 Dwn 19S 24h 605 \ B.Chd 1&I� Lb. 19hs 24n i.. Band I6.4 Down 191s 24n Tepmd 20�1.4 Dom 116b. 24h �' Bawd 2D.14 Doan 19h 24h TipChd 26?-0 Dorm 431s Bawd 20-2-0 D— 23 he i 0�\`_O_RJ1�Pi 7DI nr s41b ra�adthema5nmsaar- � msa�a nrm�ornE:�wardn�el,a�md®o�:lam,w�:m�e�napptalMerrnrsMaad9a,Q�ndlacycaeram.ao�emmotkeunre:os�n,ykB,ir.� BrraDMBlealdy s'{mcA�lanldshean3id®eaomOuzo[por�tnl�o®iv�ra6en�amm�d®4uwnSeirae...nar�..nk^b....n..l^i�6.x.r .�w.a^.^.,..- _......w. ..�� _ _ ... Southern Truss Companies, Inc Truss: A7G -AsibbbtN81DC: ` SOUTHERN 2590N.kings Higb%wy imer: Crystal dh: Us Fat Pierce, F134951 Date: &14M18 IIAQ..44AM COL11P '41,IY Shcmax'^' COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pam: '-�'- Trlss Veersion:2017.7.1 [Build-)] ,ViatecialDawusc%=siotx 1565 Span Pilch Qry OHL OHR CAVrL CANrR PLIES Spacing WC+I'/PLY 27-2-0 6 /12 1 14.0 1.4-0 0" 0" 1 12 in w I s Stint 1-0 1 Mmba Hon Di.�in load TrbNWi TopOd 780 D— 201. B.Cd 7-" Ub 366hs TopOd 7412 D— 68hs 24i, BaCd 7412 Dnm 70)s 24n TapOd 9412 D.. 68ta 24b Band 9012 D— 70hs 24n ToPcd 11412 Dam 68Ins 20, Band 11-0.12 D— 701. 24b T4pOd 13412 D— 69W 24b 13aOd 13412 Ibw 0b � 7n 'kgoad 14-14 Down '6%1; 24n BOOsd t4-14 Dour 70& yln TepOd 16.14 D— 68ts 24n Imc d 16_14 D— Ala 24n Tnpmd 18.14 D— 68hs 24n Ba(m 18_74 D— 70hs 34b Tnpod 20-14 13.. 68ls 24b BaO.d 20-14 lb- 70h; 24b Tcgmd 2020 D— 2Dla WCA 20-2-0 i 1)— Xbbs Member Forces Sti►mmary Ts6 e:d aasMrnhclRmeal3 smasmlfa e(vaa®8craoidanad5aouaxn®Ifa TC 12-1 ODtiO 186s 3-4 OA39 -58611s 6-13 OD60 IBhs 62 0495 -5291 b; 4.5 O-W 4,768hs 2-3 05D -068M 56 0491 -520U BC 67 0.428 4S3 hs (-3;Mb:) 8-10 0L8 Wl b. (-5D%b,.) I1-1 04229 093h, (-0I76c) m 05M 5241 hs (-5 hs) 10.11 0374 51m. -SD161c) Wis 2-11 0621 1,784tr (-Ij52hs) 4-10 0060 93ls (-90hs) 54 0621 1.783 hs (-1I66h) 311 0881 -11C71a 48 0166 408hs 310 0.166 4093. 4-7 0880 -I Wbs Truss-to-h-nss Connections Swmdmry iD C-WT— C—, eT— C—Iir fid Nmk Tri C77 A7G 740 315d19 T72 ' D VG 741i 270dg T72. 1 D A7G 4412 270dg TT- 17 A7G 11412 '-Mdg Tr- 37 A7G 13412 2704 TP- 17 AEG 14-14 270ft T12 17 A7G t6-t4 270ft AV 18-1-4 dg T72 n 2a14 2A7G ' 717 Motes CIT A7G "20•2-0 25dg' . 6)IlschraedalTCyuhlmlcsmahepeupd.®m®memnnoneIDra�asmN7ddduplra®stsdscamsieejia Southern Truss Companies, Inc. Tmss: Bl • ` SOUTHERN2590 N,kings 1lig ,Aey Pt-ajec Mane: Cryaal TnntiDzdger m c Cp Tu Rxt Pierce, TRUSS ce, 1134951 Dare: 6/14018 11:40:44AM T GI}MP1ANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax lla�w: 1 otl 1i�slxt 2017.7.1 [Build �] MarerialDatahtise7ersion 1565 Span Pilch Qry OHL OHR CANrL CANER PLMS Spacing '%W/PLY 1&8-0 6 /12 5 140 1-0 00-0 000 1 Z4 in 74 h I 21.4-0 I 1.4-0 53-12 0.10.14 3-1E 3-1.6 0.10-14 5-3-12 1-" 5.3-72 62-70 9-0-0 12.5-6 1344 18$-0 4x4- 4 12 12 6� �6 1.5x4 - 1.5x4 - tx4l 3 5 1x41 6 a¢ N (7 4 0 5x4 - 808 Sx4 - 1 ni 7 T1 10 9 8 2 1x4 l 3x6 HS 18 - 1x4 l 0-0-0 0-0-0 53-12 8-0-8 5312 5312 134-0 18-8-0 Loa&mg General CS1 Summary Deflection L/ (100 Allowed Lad OW) ml3c.*: MC20171 Tc: Im(4-5) 1sor 058h Lassa (8-9) L1180 'ICI1: 20 -, 7H 1.2014 BC:, 083(8-10) WtIL. 035b L/600 (&9) LNO TCCL: 10 BWMbrl.—: )h Rib: Q75(35) Beat amil 7 BCL-: o Dal_: 12sss �F .l�=2n BOX, 10 phtaHas(h,c 4681: (1370j-llA) (21.17,a13,9Q) (3d 1-Sj-12Aa (40,03-15A) (391-5j•12l) (61-I24-1390) (7-141-11R) (a'1-IZ3- 0.) (900.1-M) (1Q1-12340CL) Reaction S Immnary jr Tv B,eCmdb &xRdh Mabel WBmRBh MaxAme M.C-LW M RidrldR M.LW M.A& 7 }111d(yy1) Sb C.—M—y 31un 949bs -3381x --Mbs ] 8h r--m .y 3AOu 949W - -338 h; -3381. 01. Material Summary Bracing Summary T BC SP(ALYY2D)3)tQ2x4 BCHraaog �+M1'mpeirat10041',uiid�alryOln: Ras Sp(AL9a&2DM#334 Loads Summery 1)Ib'sxrtahuixmd�'mdfabe�dueb IOpstbmndxxdFelndplcd®dham 2=X7.ushx4&M33 ry114A 160rtQb. *«-_.,F.,•••=..+�c,wydOil�IiP.BuilR mtgayAQ=1D0),QmIBBg ems-idhadsh-d-6 17ba27171tr4833QhII'=]4''$THFnd7meTneyTk)bcado�m�e�Aa.=1d0,a:TmeWdh3R 3)Memmaagaocmmoguaaml+-ti+ 0ffd DOL-IAU,CC-W&3fmigxa - irrr.bh160 h. 4)AsQivaimhasb®dg2,adf j vN app4d .. a�a70p0fi-k ..da0pf0-&Wbd Member Fore, ss Summary TC Il-1 = ' .1x 34 I= X91. 67 0818-1,5"1a 1.2 Q818-1,5w1. as Iwo 20 7.12 0271 36h, 2-3 0714 -um 1. Sd Q754-l320hs BC 7-8 0900 1317hs (-2961fa1 &IO - Ojw 1317U (-296hJ 10-1 Ono 13171a f•'-96hs1 1 aes 2-10 OLSI 371a 3-5Q775 _lMbs 6S 0151 3711. 1)Th'sd�slrvmi Z)Vnatmdlf�almehwLaludb�aeld��sduebFeiedpla6eaep�pmetid'ddi®m8ebdmd6a4 E7.30asrdemmlbybeM7Axi1.B.Ifi gCade asQR 1L4(Kc-1)xI3R 7I�a AM Hl.. \ ` 3)kpbiymxdfamyCq�lAghazbmialpFdb/ephthtralr�oad vahsasycTidbyhTnmMuadmmpeATB/n71-70MS-2-442 �\\`1,0,- '� �jEN.3 4)lsdwodt�Wedusk dwMMMO*bsft \ \ \ 5)Poahoelet7lCpidihmlamahF®pla�'m®sv�timmbiandcwhUdmida¢as�nbuQsanm:IpzjoS .\ � 605 1 SST O l� Zr TLAKE.4mpyddusd®ea�alhefimiLaibhemmm,ramC.11rio„moth's-ad'x'Adn�'sbadmde�,ceueodrcFm»�941�6!'hTn.aMand lnxw�lm 1¢sd'axxp noeand,3a w°^��omo>�orhrbrm aroo�,rdnby4ce v.� �ao��ori.orms�s Brian M B �l4iram. mOQCaQ��l�ilwl6$S�COT�C�Yf11diC�10�[x6tilllr(aptlYn�(• •Jll'lb �iBGfadrOlDali,{Of11961fL.9rmpaD2xid1b5}YnH. +aaou6.'wallySey,�9m8•TxCin}myircba�dv�radiFSR-2762.41mon®rph4sa,e.D' pugml�hc .dph, ei- elby.tj8'Widi -I8S..Mbta'S+t]S,Wi4od axcahifi»�nlap,eephe SgpA r li/6¢I AJN51 A Southern Truss Companies, Inc Truss: B2 2590 N. kind FFi wa SOUTHERN y Prcj=Nerlle: Crysal ThmDegaer. dae , ,,, TRUSS Fca Pierce, F7 34951 Date: 6742018 11:40:45AM COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: I of 1 �,�«1:2onzt �1a2] MafaialData11a5e VCfb70 1 1565 Span Pitch Qly OHL OBR CAN7L CANrR Plim spacing VVGI'iPLY 1850 6112 1 000 00-0 .0.&0 000 ) 18 in 7011n 18-8.0 5-3-12 10-10-14 i 3-1-0 3-1-6 6-10-14 .5-3-12 5-3-12 6-2-10 9-4-0 1256 1�3.4a 18-6-0 4x4 - 4 12 12 6F ---16 1.54 - 1.5x3 - 1x4 j 3 5 1x41 6 0 1�a 0 8-0 8 4i 4x4- 1 T10 g 1x4 1 3x6 HS 18- 8 1x41 �-0 0-0-0. r 5-3-12 I 8-0A 5-3-12 5-3-12 13-44 18-" 1 ' Loading General (A summary Deflection L/ (loc) Allowed � r®d (Pd) Bth C9de: 12017/ TC: Q77C3-4) VAOC Wx L/476 (8A) L/180 TCL: 20 a TA 1.2014 BC:, 062(8.10)+ V.U. 026b L80D (S-9) L240 TCOL: 10 RepMbrIw— Yes Wb: 059(35) li'-Ob 003b 7 DM: 0 M: 125% Cr ph-,Ra=20 B=: 10 B.cffizpmxxku (1.3-023A) (29-12,4.13,94) (3:I1-53-12A) (4003.15A) (571-SJ-12A) (6'1-12,4-139a) (734,2-3A) (8:1-IZ3-M) (9OW-l2ftl (101-MA90) Reaction Slammary Jr TM, BMCbrnbi ®eNtth M-1 RodBre. M.R. M.Ga•l7dT M WdUif Maz(b58 M.H im ] ffi(VA9 1 8b C—M—" 31nb 6&b, - -211tc -211 bs 56M 7 HRd(.I' 1 8b Ca M—" 30Ob 68 ft -211 b, 2114 Obs Material Summary Bracing SUM -MY TC SP(AL9�Q'+2113)n2W Tclka SheobduM-4-8A8arndabby0f— BC �(AL3SM 3)0224 BCB—ivSL.Auimall0A0j%hird5¢vby(Xm 3VW SP(AL93 2012)102a1 Loads Sumlmary 1)7D'sa.1e_cb®dgmlrvMfimsdueb lOpdbW dxrd§.bvdpWdsdbada 7-10.�6OCZ-8�ddad'igaa 160mphutimakExpmae�RiH.Fnd'.udCebblrBHdlbyCs�j•II0=1A)aO+ealB88 Di.-17shasb®ds'-)4&ME.dZ-6dl�namrdvm D'ns?71) Ox4833 Q,b'� ]41LTkxFid 2'meTnea,153rad u�mmided DOI.=1 fA,0C7�neWdh 3 Q 3) ua=h¢ut18CTabW6071 ha$web pp6d 4)k—daOpd&v&,dkad Member Forces SummaryTc 12.3 I45 10 Q580 -Wft Q77J M61a OMI-L190ba I BC 7-8 1 OM 983bc r-2R71a;1 R-l0 nA4 Mft r-•mrhj en-r nrm 983b4 l-287h0 Wb; 2-10 OJl4 Mi. 3-5 0586 -IXI. 68 Q114 MObt 1)Ih'sda�sbavdeoA9CE}IDesrdaeo ibytr217BuidaHrlrugmde 2)WOtaodiixzOie�mbewialardh¢nadd•&�axoiuelmdPlshen�mmpmmd'ddi®n8eodad mipreiasQ9 LL+(Kc.),x0i9R,—A-6At&/IRIL R 3)AgmfNmmdt,<'q=1ln,hasb®appWn6ephthtraln�md�valuassp�db�hrn�MmdanacprrAT9RA 1.�02Saun242 4)L'9daudyd(Lea"ba.J.MWERSO*bk \� \4` — ^J� �// 5,A3eslnMntTCpiditrmAsmahpimmmaquirmn[orandeu+hbdodd'yhbapJabadsawssttepits m�\GENS� �C_ ` // P 605 STff i fix` F4 ORtV A,``���� ,� �,� N.7rim.4aofm"sd±@i4a1be6nalnFra.,nonmt.ibeds3oofb's'uirvdnla�'sbaselmdsm�bandrepdmnmsWWMhrTn�Mand oma�d� bramm n�(>,aw�lon��aaaw:�¢�ao�,a�orror�®1,�;�4nap„rau,sti,'r eN,aa wm �as•ama.opwx�orn�ar (oo�a.ebykBa�i.� �"1qm'saxese�ea.��p��dne-I�a>3Rmrmm6,aacnalht�paperaadimd:dmaara.amnnaup�d�,rt� Brian MB I=Jt' �dM��-rxcr��:mci<a�ea�.mBse-2761.Aem� � ph pug5udra6r�ddpb�'isfohrae5t,•a=IS"uhihi�daasmlRgergpAea'�1S',drd.io��ah�tr®il8gauphe 2i901v I:mleehRl'b¢FlYN51 _ Southern Truss Companies, Inc. Tmss- B3 SOUTHERN 2590 N. kin HgJ wav Pr*tlbn'c" C1s°1 ThmD�pa-r m7c . TRUSS ' Fcct Pierce, Fl 34951 atc: 614/2018 11:4Q46.AM CXp9,n( S Tu T7 - COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Paw. 1 Of t MalrsialI?am6a�e�ersoa 1565 Span Pitch Qly OHL OHR CANfL CANrR PL ES Spacing TVGr/PLY 18R-0 6/12 1 14-0 14-0 0-H G" 1 24in 741bs 21-4-0 I � 1-4-0 53-12 0-,0-14 111 3-,-6 0.10-74 5-3-12 53-12 +fr2-101 9-4-0 I 12-5-6 13-4-4I 18-8-0 4x4 HS 18 - 4 12 12 6� —16 1.5x4 - 1.5x4 - ,x41 3 5 1x41 6 �(, N 1'l �r 5x4 - 8-0-8 5x4 - 1n 1 L IA go T1 10 9 8 2 lx41 3x6 HS 18- 1x41 0-0-0 0-" 5-3-12 B-0-8 5312 I 5.312 134-4 1 18-" Loading General C9 Summary Deflection L/ (loc) Allowed Lmd (Ff) > 1BC2017/ TC: Im(4-5) V"aL 058n L1358 (9-9) LAW 7CLL: 20 _ a TA 1.2014 DC:, OM(S-10) VnL 035h L1600 (8-9) Lr40 TCDL: 10 1LpMhlourirc: 1h Wb: 0.78(3-5) H—M OII3b 7 BOLL: 0 DOL: 125 % (hpFbax,Ko--20 BCrL: 10 ibz:(8as(Je<XXAogI: (13141-11A) (21•ll,4.139q) (3:1]•53-120) (40g3-15A) (591-5j-72A) (6]-L,41390) (73Ig1-11A) f87-123-590) (9001-120) (103-123-M) Reaction Summary 7f Type MCambo BmVMb Maisel 1LdBmNBI1 MaxR�a M.9a"Qd8 Max14i Le Mazlbe M.Hzz I KI(Mb 1 Sn C—Masmry 300n 919b; - •338 hs -338U -59be 7 HKoI(1161) 1 8n CamsMa 3Mi, 919hs -338hs -338hs Ohs Material Stunmary Bracing Summary TC S'(AL436-2D)3)#22.A TCBrafg S.MW BC SP(A13142013)t22W BCBmmg S.A d RP i—,100QAcnhgmbyOc Rme S'(Al 6mu)#334 Loads Summary 1)71�sn�rost®a '�tan.s�mmloyduae,mmaara�a�aba� 2)Ttisr Wb®d6pdf.b.Wj dxnat &,b—din AA9CE7-10u6befo4raq,mdfmiga¢ )60rtphuh .4E;p...Cr*F A,,d G*&HAW igCawg�B0'IL0)oma 3k6' Zi1ssZ73711z48331(H-14 fyNYFod2me7nea,Ti6Qmdo�maaledOt7-=].80,CCZmelYdh3R 3)Mam,imsasg ielndog'vaon�dam 4)An:tbvas®hashesd�edfo-soragwfsa20psfdhorheaMaOFdRxrdadlvd viblBCTabk1607Jk.—lb-.ppW Member FoIrcec Sugary ,abrmm�M�Igmaxmmua f�cm.ro�a�emdroo mxa�Ir� TC 31-1 0-'71 36bs 3.4 Iwo%9bs 6.7 0818-1j79he ]-2 0818-1S79hs 4-5 1000 2691a 7-12 .7. 36h; 2-3 0754-1320hs 5.6 0754 4-T BC 7.8 0800 1317be (-2961a3 8.10 07133 1317bs (-296hs1 10-1 OBM 1317hc 1-216 6 W. ?-10 Notm 0151 371 ba 3-5 0.775-IjMlbs 6-8 0151 371 hs tt ( rr \\\`1 1)Md.�p bamAm49CE}IO...... 2)1hsCAmdtiaf7tertbewfmle�h®aeldAaizsdoebh<Io3dP��eP�oW�ofd9�debd®d�d,®pdasD931.+\4` {1�t�� lbybeM7FWhD.' BCnde ��\ x 4"t • '•-'L OGo--])z�II�amdss«cAT9/fA 1. --- �� 3)Aspa4yquod6mr, 10Qhasbms b built Cq- � +ephervalasas�¢ldbykTss�MmdamvpcATH/fAl-7f102Panzs242 �� �- •' GEN�(� 4)UWWl dsgfOsosirskave(mMWkRS(ldyb.. ` !S+ v `•'� 5)AftbmblesTCp'dskmlammbep�v.Amin®szere(ui®e[btandewbbdlalde)hapmledssaasfim5pe6 �/ / i p 605 ��NlL A- �� �� D S70?;� /ONA1- iIl till NOICE-4¢gyd6fs shalhtwishaibfra®amameiLede 3edlrs'odxdolts�etriadmd goaeumdseadmsmss bylseLusManlaemadr�sspmbeammMy anloToplvsmdhufosmsim:nfoAl6yfeB.lSg Bri.MBk.My �m x^s r����s��n rxrrn�o>px,.a�dwasdx���aaaab<^o awdmm�sc darr��er.aad�sao®eaya.,mpti six Snn&gK76g51 svvufimaibySmpmSsTdmgxy:LxbsovdarmwidsESi-2762.N�ph�me20pu8ewlasts p,siridpbeme'sfobudb�•a=1Sub�iaGa�avl8ppsspFax;orSalB",and,uf>ntxchabman l8geun�e 2590NKria R3SmR349:s1 9 Southern Truss Companies, Inc. Thus. B4Ci r; SOUTHERN N. n Highway 2590 Nki� , � Y ProjedXlwne: C1y51al Tank; og1r4: dhc Fct t Pierce, F134951 Date: 6114018 11:40:46AM TAM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: l oft U�san:201�.7.1 [B1111d 2] Material Databal3 versial: 1565 Span Pitch Qty OHL OHR CANrL CANTR PLOD Spacing WG-UPLY 18S0 6/12 1 140 1-4-0 04)0 04W 1 Uin 79➢. 21.4.0 1-4-0 7-0-0 440 7-" 7-M 11-8-0 18-8-0 ~ 5x5 / 4a8 HS 18 - .-- -- ,..w.,, 0*_0 F 7-M I 4-B-0 7-0-0 M-0 11-8-0 184 3-0 Loading General (NI Summary DeIIection L/ (loc) billowed Load (pEf) FBC20171 TC: 054(2-3) 16dR 027u L/769 (S6) L/I80 TCLL: 20 TAl-2014 BC:, 094(S7) 1hr1L (09n Ll999 (S6) L/210 TCIL: 10 )tpMb lmm : W WE: 032R-7) H-CR 0uu 4 BC L: 0 DOL: 123 % GepTamr,I:am2o BM: 10 pb.cff,m222pa t (IM1L-11A (21) 014134a) (44-2J-IIA) M-12349a) (6462-W (7343-M) ( Reaction Smmmry jr Twae I B,aCambo B,el3!», Ma,xnl li4d&eMl1h MaxRad MssGaeW MaxMidl#6R M-LW M.H. ] 15o(R8h 1 8n Cm,sMaxvy 3006 1, .2 - -858 b; 43S8h; 37hs 4 HRd(.6 I 8i, CmnaMa:my 300n ],768hs - .853hs -M1. Ohs Material Summary Bracing SunmNLry TC SPM31�152x4`. TC&-g $andaAslosa1310-0.Awbdapj,by(3Ms BC 8P(AlT&2013)*.-K4 BCBmmg 9hoW.B¢k-3-3AR bd�pby0bas Val 9P(AL�201-)#12x4 LoadsSunnnary gTm;.,�l,ash®d`>�dr ��a�nlo�ta®muar maplsd®dmd; 2)Tbs. v hmb®dmpAfwbeff—duiodbadsuamdma MSM-l0vJbbddbgwcddmlip.16omph,•,.—�s_,...e..�F,4�'Fa3nd,GaH3fPBidS>gCarga,ynP-1mjO.raIBI�g Load Case Lrl: StdLiw Lead Point Lcwds Manbc 1 Lamm Ii®m Lmd T1h' T4pCbd 7." D— 431. Bawd I" Dam 225hs TapCbd 7412 Dino 116hs 24h B.Cbd 74I7 Dino 19h 24n MpChd 9&12 Drw 116h4 24u Band 9.,2 Dam 191s 24 i, 14pC1d 9-74 Dawn 116ts 24n B.IM 9-74 Dmw 19bs 24n 7apCbd 11-74 Dawn 1161s 24u BaCbd 11-7-4 - Daos 19h 24n T,pCbd ll-&0 Dino 43hs BaCLd ll-&0 Dam 2251s ImdCaseDl: StdDeadlead PointUM, Mmibc Imim ni.6 s Imd Trbl lbpCbd 7-" lb- 20hs lbchd 7410 Dbwo 266b4 T4poad 7h12 Dam 68hs 24n Baod 7412 1Dm 70b4 24n TapCbd 90-12 Dawn 68h; 24u Band 94112 lbws ',Ohs 24h TwChd 9-74 lbw, —Z 24i, 13.Od 9-7-4D— 70bs 240 T4pCbd I1-74 D6 68hs 24u BaChd 11-74 Dam 701s 24h TapCbd 11-&0 Dam 2Db 18ga—P&,e Southern Truss Companies, Inc Tn2ss: B4G ate: SOUTHERRI 2590 N. kin EEi wa � � �' Pnx%Dmwc r TnmD� Clysal dhc TRUSS Fat Pierce, F134951 Date: 6'14/D18 11:40:46AM cAn7pOrlelG sa111d1o6S'� Tn- COMOAMIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax � 2of 2 Vhsi.2017.7.1 [Build-] Material DaWxL%e versim 1365 Span Pitch Qty oHL oHR CANTL C.ANTR PILES Spaag. War/PLY M" 6 /12 1 140 1-10 o0-0 04W 1 L in W l s Member Forces Surrmiary,a>r�eMa�w>na=�,�a�lr�(a�am„�.r�raxa�asaa��tra� TC 8-1 oob(1 is 23 0543 -33661s a-9 ow 181. 1.2 0..a7a -310bs 34 naa9 -3ht� h; DC 4-5 1 (1m 3al4bs 0748E s7 093 3_"43 b, (•Z766hA 7-t 080 3 8!E (-2r15 PBa 2-7 I 4324 rsi. (--Mb� 3.7 OM5 89ba (-836s) 33 O.W 92am (:Y365W) I'Il -to- Connections Summary mcmdra� c n:�ra�:�a�m agl! 77s Cn t3ac 7-00 asag rr9 37 sac ialz soda; rls n sac 9&lz gods Tr9 n 1340 9a-4 90dq 779 n sac 11-74 sods rr8 Notes cn sac 1140 135dg n GENS F����ii 1. p r605Nzz 0R1�Z��� �llffll� ar�ra�rm.by btail: Brian M Blealdy d'om•aim.Nmo'eapYtsstalbe Snn:�i;16Q51 aah�m�18puapbe 7i9 xKI-gsFThFLA F1349.51 -. Southern Truss Companies, inc T1uss: C1 ` 2590N.kingsH4,Aey ProjetNa— CD� co„poorm'so11> SOUTHERN -mugs Fan Pierce, F134951 ThasD`c= Date: ft &14018 n:40:47.AM Thw COMPANIES (800) <^32-0509 (772) 4644160 (772) 318-0016 Fax Page_ 1 of 1 Vmsim-2017.7.1 [B1uld2) Material DaW a %mm 1565 Span Pitch Qry OHL OHR CANEI. CANER MISS Spacing WGT/PLY 64-0 6/12 1 ON am 040 040 l 24in 27Is e-4-0 1-7 0 1-7-0 3-2-0 1 i 1-7-0 3-2-0 6-0-0 , W, 7 1.5x3 l 12 12 6F— ---16 4x4 - 31 I 0-0-0 I 0-0-0 i i 0-0-0 2-10-0 2-10-0 040 0-0-0 3-2-0 6.0.0 6.4-0 Loading General CSl Summary Deflection lJ (loc) Allowed load 04 Bdlgc d:: 1$C2017/ M 042(}4) VnOt ON, LW 6 L/180 T01: 20 4 TA1-2014 Bc:' 054(56) VnLL- 009b Ln11 6 LP-40 TOL: 10 RpMbrll—: Vs Wb: OD6(4-5) Ceti/CJTL- oin btr 2L/J62 5 2L/120 DOLL: 0 D01, 1259E Ceti/C LL-- 001btP M/M 5 2L/M ]im.: 10 H-C. Ob 5 w.0ff-(Jw36XAm): (ID-]23-1901 (2003-1539.1 (3003.15A) (4J-123-190.1 (4J-]23490.) (65-123.811) M-1234M) Reaction Summary Jr TvM BreCmahs B.)Mdb Mania) RgdBmNlib MuFa d MnCnvLbW MaxWMLbW M.LgW M.N.. 7 Ph(MID ) 35b Cm M—y 300b 268bs - -9dta -961a 25bs 5 HfUrftl) I 35b C--M vary Mi. -Wh, - -96bs !96hs 01. Material Summary Bracing Summary TC S`(AL9C62013)M_'s4 TCBraoog SbmWaArrosaa63QAa6d.ly06as BC Ss(AL92&2D13)/22a4 BCB-bg 9nabaderAvinsaslOOQPmiod�mby0ihas Wbs S'(ALSIL2D)2NO2s4 Loads Summary 1>Tb's.�mstm d�r�sese,m lo�bdznmad ccmdp.;a+®em� 2)76snmhas6®dep 1fQ6e��a(wbdbadsbamdmsaffiA.4"E7-IOoffihfoLnigamhfmiipa 160ophutigaKE�cC,fia➢yFad�al,Gsbldrp,$dS�Cse�'B(1=1D0),O.cal�ig L1ma27J7ft4&33itb=I4VTb F 2—Tn>��.d�gxil.eOaPltn,oc2—Wdb3a 3)Mbbeans..g.wlrodgabamnUgg: hMCTnbt]607J huodb®egigl Member Forces Summary ti��MmbaB>mu� �®]rg o 6��.rnada x�lro� Tc 1.2 n2s6 98b (r9bs 2.3 OM lints <Obsl 34 0.424 107bs (491s BC 36 0578 Ohs 6.7 0538 '-25bs Wbs 1.7 0064 291 bs (4611s) 36 00% 1576s (4176s) 2.6 0010 -33 bs 4-5 0064 ZH bs (.161 W) N(1tec 1)Th'sdc�ni:ha�imdPE}l0asrdemmibJ'7ATiiaHddneC[de 2) VnOtaaodF3o¢Otaebnnfalardhacamlddi�edlsmFetadP4slma+ymuPmevotei�ArbdodYad,®{ac�esI10IL+(ICa-1)xI]0 IIiaeamdaamsiaATH/1A 1. 3)Aymt9'g,osol0�mr.W-IDoJasb®�dbb�ebnata�,�a�.�gs�binyb�r�M,a.twocPenrsnrrl-2Do2smm2n2 \ � . B 1 4)[i>du6dtmYbmdoidbas�mMWFR90oli'� \\ p-� — Eq �GENS IF, . p 605 i A - 0�` -, 4ORtDA NAL � // l 111111 /�` tLJ11Qs.4mpugCbcdspl�tilbe0m'6htdbheH�aloxrtemGTl of6i5idxiidtl S6b19�fndd vebaWmWml gg0dbyfx*rugMgW6d wjr sq=fia saki ofllebl�el0o9lbillbi'hHd1gR Brim hi B�V-//y oca r 1 nw�l .bade :g:�x�ao�ag grl.gr� �Ibsuyyoe �1x„�®yoogdd�dna�s�n�dk^I new rogreieacn�,lx �g�ada omlbr� s av���nd ux ®ru(adndty5npma3a:gTdmgagybxbn®dasm�aESR-2762.Noxmarpb�am��sgunhsLe�blpFatmsafa&.,vdblo �ISvL'daiidmuml8�wsplsKa^SglfioLiLbd Yzab'tp�,als�g�b� ,�g,� �16,�y�1,,,, a Soudiern Truss Companies, Inc. Tnlss: C2G N. kings Highway Project Kim: l SOUTHERN2590 THUSS Fat Pierce, F134951 TnmD&ipxr late: mric 611a'2018 ]1:40:48AM T- gtOMRANIES (800) 232-0509 (772) 464-4160 (772) 31"016 Fax Page: 1 Of2 V-ic,r 2017.7.1 [3uild2] Mafecra] Dat ibm ver.wn- 1565 Span Pitch Qty OHL OHR CANrL CANER PLIES Spacing WGRPLY 64-0 6/12 1 0-0-0 600 0-0-0 a" 1 Lin 29do 6-4-0 1-8-0 3-40 1 i 1-8-0 12 4-8-0 64-0 12 6F— 16 1.5 8 1.5x3 1 4x5 HS 18 - 5x6 HS 18 - 31 ' CJ3.J3 0 CJ3 3 F 0-0-0 0-0-0 Od-0 14-0 + 3-" 14-0 04-0 04.01 44-0 6-0-0 -64-0 Loading General (SI Sunmlary Deflection L/ (loc) Allowed road (pf) ftG.:: PaCM17/ TC: UO(34) . Vnm. a76b Ll732 (47) L/180 Ta-I.: 20 a TMI-201-a BC:, 033(6-7) Vrdl: 01b L/6a0 (67) Ll140 TO].: to RpMbb—: m RAb: 028(4-5) C d/(HI : =b[P 2L/405 5 =1121) 11M : 0 Il(1L: Il_i % C.WCH L• 001 UP 2L/M 5 2L/IM 0a1.: 10 H-Ck Ob 3 1..Cff Q),-4 'v (1:1-123-190) (20-03-8a1 (39-123-M) (47-123-190) (50-12MX) (0-1234 pa) (7343- 0.) (&1-123590.1 Reaction "ry jr -Aw I ftc d. B.4Nadb Maeei RadB. Vldb Maipmd M.C.IUM M-W dlbM Max(bBl M.H i 8 Ao(Rbp 1 35h Ca M—" 3o0b 410h - -210ic -210hs -7ba 5 ldpd(Nh9 1 35b C�oaeeM—y Mim 41nh: - -210bs -21 k. M / Material Summary Bracing Summary TC SP(A1S05-2013)Q2s4 aapc TC@a3g S-M.Rd-6-3-%P f dda e(pnby0h 2-3 S'M31A152c4 BC S'M31QL52x4 BCBr�g 9.�bd.P.F saa634),Hffide�pby0bea Wbd SP(AL(1:1:2012)01,4 Loads Summary I)M& aril- ifnr/eg—&.n l0pnh .&.di b dpW dbads 2)Th'snrahasMmd mlfaba$esofwndtmd5i.aavdarcn riA9�7-I0,dbhefbbg—dfidbp. I(Amphutina45p"aC.Rd1F,&�W4G*ift4B.MgCa,guyB(I=1.W),Qaa[Bg8 5 1.5x3 1 LrndCase Irl: Sid Live Laid Point Loait . Mmbe Iaafod Di.*. fmd TrbVbb RpOd B.Chd t-&0 1-&0 D.. D— 27hs 2bsT.pCbd mrad BMCM T4pOd 14i.12 I-&Iz 3-2-0 D— 13rw ➢— b U sra 44 hs tab 24b 24b jj r BaO.d Twod 3-2-0 47-4 [ban Douo 5h 44 b; 24u 24b Band TapCbd . 4-74 4S0 Doan D— Sbs 27hs 24b CjGc N ` VV% A>, i L.dQ.DI:SldD.dLmd 605 \ Point Loads /. P Maubc Topod L—in I-" L1®m DM L d 15hs TrbVJ& l , A A BdQd 1-&0 fbao 3b � I TbpC d Bamd Tape d 141- 2 14:2 3-2-0 D— Douo Dom 27b, 27hs 276a 24h tab(�fp/ST 24b '{,,��} Q � ` rF liatmd BaOhd }2-0 4-774 Iban 27hs ribs 246 2 n / ale-0 \ C1 (/� \ � OFt'��1� 72POd 71aOd 4 6-" 4F0 Doan Lbw Ibau IS IS//���'ONi1L� 3 m f MnCE-apyofd.s&1*,,nSalbefm0Wr*m—mmamcTbMgwaf1',&,d imjcAsalmbisSaaQgiid 1t 6ba©imdsgodeaaodr¢1dm.ms.*f"bif.TmaMandadaraMrisspmlieamr4q addmmp offebfmmfm�fuhb�'M.Hdfeg �ea�nrcuflmf�namgesggr�o�'�Lilfafrr�mmpucudo-�.dna¢Stem.rpagea,dh"Lvp�ulafmmBaiCmait�t'pagefaeddu®Ihf .:.Umu�rpbadalbe $Tian M.B1e,* nnn�saul6ySnpao�mv_TsCmgasb;lncnmda.ao7.F9b2767-Uamanrphaurc��weemlssh d'adpbt�e'afohmadbya=1S'chdsidoaan]Bga y�cpbgaSMlff,.sti�b&a�ahgbm�188a Ph. Southern Truss Companies, Inc. Truss: 03 SOUTHSAM 2590 N. kin tTi tva Y PrujectNunc: Tn7scDL-siver. Crystal . dbc C—P ATM TH06 Fort Pierce, F134951 Dace: 61/42118 11:40:48A17r1 Tr- COi PAIVIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax P31s: l of2 sia7:2017.7.1 [Build-9 Material Datchase tersaa7. 1565 Span Pitch Qty OHL OBR CAW CAKrR PLas Spacing WGT/PLY 4-" 4.243 /12 2 1-10-10 000 04" (*0 1 12 in 15 lbb 6-0-0 i 1-10-10 ' 4-1-6 r 4-1.6 J1 C2G J1 0-" 00-0 2 fi-0 1-7-6 4-1.6 Loading Genera[ C& Summary Deflection L/ (loc) Allowed Imd (Rd1 BBgCudc fBC7017/ TC: 078(SI) VnOC 011b L/999 (41) L/180 TCLL: 7A a TA1.2014 DC:, M(41) ltrtllc 'Up U999 (4-1) LrAD TC Lz 10 "PMhrh'—: Ni Vtb: ona(1) H.M Oe 2 BQL: 0 11L1L: IB% a pFam5Ra-20 BOIL: 10 FlarMsanix44 ). (IZ57330.) Reaction Slimnrary Jf Tv�e I IL m Bmymb M reel RgdB.VAA M Red M.!n •LW M VBdI}f0 M.Uffi I lioCQM 1 1133e C—M ffiy 300e 127b, - -491a -4916 4 11Rn1(V4 I 4938c G —Meaey 300b 158bs - .1 is -1 bs 3 HRo1(T—) I 15e - lone 9bs - -191s -19bs 2 Flug—) 1 15e - 3110e 58bs - -30 bs -30bs Material Summary Bracing &m-ary TC SP(ASS0:.2013)MX4 TC&a'yr 8hmbedar}I.isa�43-gAvfod yhy0bas Dc 9P( 2013)iR34 am.,ig SMWe A¢ism63ARA d.@.by0hes Va. Loads Summary 1)]D'sneshaslm�dfalr�es�o10{Nhoumdmdixtnddxdmdhedc sshx4a33 a -144h e��d lwophWimgFxpmsM„Fd4'Fnd�1,G�6YFTp,A�NogmmvyBO=7.OD).O+ea1 bkea 7a-IAO,( DimZ7. lr,azrr7m4t33 A4=74Rrutadzo�r�,rr>hemd��eetm,=1tu,¢�wdn3 Tnwd -ZowW$adaaq.c a 3)Mnonma.A� � �'vamdavaxiiIRC7S611(07]lasmb®epSd. Load Case Lrl: Std Live Land Point Loads Mmba L—b. Bum load Tib3Udh TapC d 141 lip3bs Rood tl6 LIP 131a IoDbs Obc Obs Ob, LoadCaseDI: S dDeadLoad \��� Point Loads Marhr Taped L—f.. Dream Lmd T&VAJb -`GENSi �¢: /�� \ ` \ RpChd ldl 1d1 D— mast ]Is Its , _ p 605 BnGd ldl Doan t hs r . Member Forces TC Sl Summary 0278 19Is ,�nb�L�Ma�al� aaxca,,a�®lr�(a� af�reefaaa�aaa�a�lf� 1-2 02Q -706h9 = I _ 13C 3< 0170 Ols 41 0143 2@bs (-38 '/x� `\ �S Or uNs - T.Ilto-truss TD Connections "T— Summary G 0arvee0fra ! 0 :'cC 0 1 P% 2�\� ��i TTI'- iyT-a k ,[�� �__--D� ZONAL Tr C, a � i Southern Truss Companies, Inc. Tniss: 03 SOUTHERN 2590 N. king Higb-my N Nlam:� Cr l -muss Fat Pierce, F134951 Date: 6g4r2n18 11:40:49AM Conpa>eot!Sohmars TM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 2of2 TI W9at 201%7.1 [Build Material Database MS-Kn 1565 Span Pitcb Q1y OHL OBR CANrL CANER PLIESSpacitg WG 1PLY 4-1.6 4.243 p2 2 1-10-10 000 040 0-0-0 1 12 in, 15lbs Note \� P - E9/r ! . P 605 /46 -i��` ��4ORIOPam'���� sS/ONAL �Illl illy ��ra�r _ ��ramytrn ase 1 Brim m Blealdy i s geu ap1+e v"� t 8', W i �t�iat a ti ep t� t o gnu eepla e { Southern Truss Companies, Inc. Tniss: 05 •,�� �wa 2590 N. kings Highway �`Y�• CTYSW SOUTHERN -mviS9 Fat Pierce, Fl 34951 Till,\D-'V`41F1 Date: dOC dhc 611-MI8 11:4(r.49AM C w ns— True COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 ore Nbni=2017.7.1 [Build Material Datah wnion: 1565 Span 1 Pitch Qry OHL OHR CANEL CANrR PLIES Spacing VX57MLY 6.1151 4243/12 2 1-10-10 w a" OGO 1 12m 261tu &8-15 1-10-10 5-243 1-8-14 i 5-2-8 6-11-5 J1 J3 J1 J3 043-0 6-11-5 Cr11-5 Loading General C R Sur mrary Deflection L/ (Ioc) Allowed 1®d (Pl) ftGAL 3007r117/ TC: a46(1-2) WtOb alas L/417 (4-1) L/I80 7CLL: 20 THl-IM BC:, 067(41) Will• ODIb L/M (4-1) L/2M TCOL: 10 PpM6,"— bb Wb: 02(2-4) H-M. Ob 4 DOLL: 0 DAL: 125% Capram4Rc-20 B(n•: 10 ILrO&as(l-Womt (1.4-3]4919] a6103-1 L450 (42-7}5.45J Reaction Si miaary 7r 7tpe BrcCmin BrzWAh Mmael BaABaWdb M.P.0 )A.C—.Lb10 Ma:V" bfa Maxli Sa 1 P'(W"' 1 4-M. C—M. y 3Wk 365m - -146m -146m '4 Mug—) ] 15b - 300n 4Mbs 3 HBd(r—) 1 I5n - 3a0b 42m - -196m- -50m -aim -1%1. 43am Material Summary Bracing Summary Tc SP(ALMS-2D13)M2a4 TCBramg Sb.W. &-t6-3AP.&&pby0b- 13C 5P(AL517S2013)7f220 13c&-.6v 5baldaBalnset8•100,Ar1adaalryOhas Wm SPVISIOL2012)02x4 Loads Summary I)1im�hubanda6drafeffeadam J0pdbo ,h d6.emd*A dbad; 2)IL- h.b®d.p.W Wff.Nbd 10-bb* niguadf..d:Qa 16Dgb f-t;Em--CPd*E d.4rbbgp Bui$gCkV yBO-100A0—UW3 Dms17J711x4833$h-14QNotEd2aeTn�Tiilredvdm®ded D0L-lf,0,0CTmewdh3fl 3)MimommnaoicmS.gueosn6vmxi61BC7 bk1607] f--b-qp d Load Case Irl: Std Live Load Point loads Mantic harm Dnam L-d TlbWth TapChd ldl L¢ 3m BaQd 141 LIP 131. Tapchd Idl LIP 3m D3G Om Om Bawd 1.6] 1pad 44.0 4`° D a� 4-" � Dmo 44m �� Wt. BL Badbd Inad(- �Dl:S DeadLoad 5m Point Loads Made Inarm D:a:in Cad TbVAM \����Q-�P��GENSF������� P 605 kpcw ldl BaOd I.61 'D— D— lm Im '4� 1. - _ pcm Bacw 4d4-4-0— TTC4-4-0 4-1-0 lb-7b, D— 27m 271. : �� ST 'jt� //�/� O [/' ` / % v B.Gd rban 271. \ l J V 0'�� A,t Member Forces Summary ,bb���Man�,ga a.csa��,raa(a ra�r�aa aaa�.�lraal 1.2 045a it7m A3 a4i2 -33m �j QRI D /////s��ON� U,1!593 vDC a18E E. (5J71ms) MAD1Ce,m -fbi;how'9alkfivni3nioMcarin vaamc7hS�,ofb'sidviinlnffiitnmimd�.mae��ad,girmiecs�pUibyi><Tn�MendaaiamddC6tpmlramaaq atdm,q�oCbed'aoerms�fabby6eBui7ig �mhudat�id� ltaea�r,Q[dmda3�vleniwim 9dNadirfrcfrfn�acmnmvn�.h'ma.vn GGln�rn�e.us.�..Aw^I...rre..1..6.....b...br t.4..2•......r .An :.... ............ n..,._.....�.-. BliaaM. BlCaldY ' Southern Truss Companies, Inc. � SOUTHERN 2590N king9911my Tns9Dtri = 01 dhe TRUSS Fort Pierce, F134951 rate: 6/14301811:4.T.49AM T»— COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pam: 2nf2 It. 2D17.7.1 [Shia 2] . MaterWDatilxm version: 1565 Span Pitch Qry mL omR CANrL CANrR PUBS Spacing WGf/PLY 6-115 4.243 /L 2 140-10 otw &" (*0 1 12 in 261tn Truss-to-}'qm Connections Summary To I CmryiwTm C—ieoli. Amb TT3 A C15 ]41 315dg TT3 A cis 1t 45dg TT4 D C15 440 315dg TT4 n cis 41.0 45dg TTl C15 MG 5fi0 3154g TTl Notm cis .. -IHG 7-" 15dg 11 0 V, - B� P 605 i0, 'C'40R1pF% /ONAL NJI'I�AmPYofAuhq�9b16e(und,eiblmamomemc'RofA'sudivBNti�sle. imd®_enaBuaulrc�im�msvggWMhTn�MamGnamd / 1� m,,�amdmf�.�g�a�or�r��;�,+;,snsar ea,rsmm�e.m;��s=+rm,�. o�,aki'sdAhe�P'�•'mm�m,��rrcotamibswmybeaaug Brian MBkaldy p_ aQva�fLdmmfim&GnxlNcd'pa¢efaa�lofmmim.4rmm�pl3es�al6e o��.�l�s�sms-rccm�,�:1�os®�.a�>:a-n�.Aemm���em�����1�®�fo�,mM•s:lsw�n:�mls�,�corsvlsw�m:�sea�t,�mta�u�e ,00u�,�lnu�� Southern Truss Companies, Inc. Tom= 07 AfthSOUTHERN 2590 N. kings FTPc1way rm � Crystal - Mbss Fart Pierce, F134951 Date: &14M18 11:40SOANi , C"Tl ll�,, COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax per: ) of2 IO NtC. m- 2017�7.1 [BiAd 21 Mnfe<ial Da1565 Span Pitch Qv oBL OBR CANU CAN'R PLEES Spaces WGDPLY 99-4 4243 /12 6 1-10-10 0-00 000 (300 1 12 in 401h 11-7-14 r 1-10-10 6-2-7 3-6-13 6-2-7 9 9-4 J1 J3 J5 0-" 3-6-13 9-9.4 l A7AG A7AG B4G B4G A7G Loading General C9 Sumer Deflection L/ 000 Allowed 1md BOgCa&: TBC20171 TC: IMO-2) VnOt al2b LB44 (SI) LAB0 TCL: 20 + TFI 1-2014 BC:, OM(4-5) WiL Ofnu LN99 (5-1) LrM Tml.: 10 Ma Fes: 0.45(2.4) li.(k 002b 4 Ba.L: 0 13t7L: 125% QMF-m fR 20 BCC: ]0 }4e00: 13K� 4w): (14-4.1-11A) W-112409.) (4}534721 (54033,9J.1 Reaction SUnmlary ir T— I ftc-bu B.VAdb Mew "BmWdb M-PB MaxC—WR MazUWLW M-1w M-lb I M(WM ] 11313n C—M—q 3DOh 601 Ix - -21M :)8hs IM; 4 HM(r—) I 150 - 303b 673ha - -315 ba -315bs Ob, 3 HBd(f a) I ISO - 3DDh 71U - .71 b, -711a Oh; Material SIMwwy Bracing Staninary TC S'(&k6-2D13)t42x4 7cb d g S mf dmPa&w4-1141,N kd®by0b= BC S'(CS06-2013)tQ2c4 BCBamg 9mMiwAafnsetSBQBaiodagatryChas . N& S'(41S72012)tGN4 Loads Summary 1)7bi,—l.b-6.6dfab ff_daeo 1006aumdv4iivetndo".dhad; 2)Tb'sau bnb-d `c�nlfah�asdwudYudsnamdauswbA9C7-I0nb*dbl bg—ddnadiRoc QbbHpBKgr kgarcllQ=]00�O.ealBtlg U-Z717fbc4MfLh-14 ANtFadZ—Tna•,,Ndlr®d.6-.a.dDM-]lO,CCZ—Mrdb3ft 3)1i®®sags¢kedgq'vemde�ulilBCTal�k160'7] haMbmappfd L(DadCase Lrl: SldDw Land Pbiot Loads I Mmba 1—b. Haim load TrbNNh T.p(2d Baud lbpcbd Baf]d 7hpQ bolcw Ik] Id] Ibl 4h-wd 44 "-0 lip 11D 4 (4 noon DI, 3ht 13ta 31. 44b, 416s lb, Tapod kph. 4-" 7� a— I>am 441. 50bs \\\ \• Barad TwCM 7-1-15 7-1-15 D— D— 13b, 801. \ � [y�, `GENsc� ` `A oll Baad 7-1.15 a_ 131a w , . P 605 i L AoST � _ ��`� D,�'v� �5 �0'; db4,�®oom,aa�.7>�de�nafusi�I.�al�lmd�o�aod�rzcappwb�ber�Ma,.de,�am�y�m�r�agam�ap�d�ra,�fmsfambyfxBa�g BrianM Bkaldy addibb Southern Truss Companies, Inc. SOUTHERN 2590 M kinsp M311uoy TRUSS Fart Pierce,1134951 cam St)11MOMTM T COMPANIES (800) 232-0509 (772) 464-1160 (772) 318-0016 Fax V--rsial: 2017.7.1(Bmld 2] M=,ialll).tbt se,asiar. 1565 Span Pitch Qty OHL 0HR CANTL CANTR W.}4 4.243 /12 6 1-10-10 000 0-0.0 040 Load Case Dl: Std D.d L.d M-he in r>l i' Load TrbV.W, TryOd I$I rbun Ila B.LW 1-bl lk— Iw Tepmd 1.6-1 D— ] 1a BanId d 1 D— Ila TipChd 440 D— 27hs fi.c d 4-40 D— 271a TipChd 440 mho 271s Bald 4-14 D— 27h4 TapOd 7-1-15 Dour 471c Bi Chd 7-1-15 D— 491. Tcpmd 7-1-15 lb— 47h BPCId 7-145 IDua 49hs Member Forces Sumrmry TbkbT wMmhel4mex($n>uaCWfa e(nuxampcf-:Trff �Saooma.iWfomj WLe 12.5 I (list 3n 1. (-25W)124 Truss-to-thm Connections Slunmary ID I C-W T— CaovigT— C 0.4i9 rowc is1 Igvhs A k TT3 I 3t 07 Ifil 315d,9 M31 07 1V 45dg TT4 D CT7 44-0 315dg 'TT4' r, C17 4." 45dg TTS 35 Cr7 7-1-15 315dg Try 35 07 7-1.15 4564g. TTI 07 A7G 7-" 315dg TTI C7 A7G M-2-0 n25dg . TT6 C17 AUG 7.0 45dx TT6 CT? NAG -10-20 335ds M 07 BOG 7-00 45dg . Trs CD B4G Nate D-8-0 135dg Tnlss: 07 Pnl=Narne: Crystal TnissDe31ma-.. dhc Dote: 614018 11:40:50 AM Pw: 2 p{2 PLIES Spacing WGT/PLY 1 12 in 401bs \N�\\\Pa1tl-IBrlf��/ L / P 605 `� �STTf Oro ! ` i O'c` `.�C OR1DP% i Southern Truss Companies, Inc. DI SOUTHERN 2590 N. kings Higb«y Nett � � &C Canp xenl Sol ni(rcTM TRUSS Fort Pierce, F134951 Date: 61140018 11:4031 hM TAM COMPANIES (806) 232-0509 (772) 464-4] 60 (772) 318-0016 Fax � 1 of t NL-ni=2017.7.1 [B11i1d2] MafeaialDitabasew sim 1565 Spnn Pitch Qry OBI, OHR CANU CAWrR PLIES Sparing wGC/PLY 124W 6112 1 ON a" 000 .00-0 1 24in 40k6 12-0-0 6-0-0 6-0-0 6-" 124)-0 4x61 2 12 12 6F �6 4 4 0 I 4 11 - 4x5_ 1 3 T° 4 1z4, 0-0 40 0-M - 61 ,� LIDading General Summary DeflectionL/ (loc) tAllowed (� tac2oln T� n7s n ^ Tcm:: 7i11•IOIi DC, n46(al) V6rIZ 003h L/999 (3-4)L240 10 RpMb,14 : is VIA: n11(2� lb at 001 a 3 B122 0 DnL: 125% CrPramrX -20 Bai.- B= ]0 10 P11c (IaXY4sek (1342-3n1 f'..UQ44901 (3142-3A1 (043- o) Reaction. Sunmtary n TM, E., RZ— MtRW&.%VJh M.R8 md M.C—U MaS1LF LW M.L:bm mwkdd ] i5n(R411 ] 35u G—M—" 300b 603bs - -30 M -3071s 48ba 3 HRd(Wa9 ] 35'nC.—Ma—ry 3OOh .. 62b - -307bs •307ba Ohs Material Summary Bracing Summary TC 9?(ALSM2013)V234 TCB.-& 9,mbeiand..6K1h tndsjpbYCbes BC 9'(AI93S201 faN4 BC13rtig0 9.W.AvhsdMAhA.&.g by0hm , albs SP(AT- S2012)(32x4 lummary Loads S 1)T�.,�uast® 'a�ra�saa�olotatoamdnabcmdPleo-dma; 2iW27.1 shX49331e df 16ors46u6mCETpmsRC.Pm+ayBa�s�•G3H3rPH�S��YOn-1.06),GwatPbB d*.3. t9CDM,1dD,CCZ t>osn37m�as33fi btEW —T.o Mi.ua Vrdb3fneiipa =lafiw>:na2mer�t�sa�mosa,ednarlao,oczm�wdn3n. 3)Mbim®ma8ra6cLadvyba®nhomuiblBCTa661607.11nsndb®apid Member Fo" Summary rerr;�esM�mB�macsoa�a�lr�<�.rm:aca�sa�oa.a rm� Tc 1-2 1 0.751 ZA h: 2.3 n751 -8'781s BC 3a 1 0.464 697b: f-3961s 41 n464 697h; f•397b:1 Wb 124 Nlot= (1112 276 bs (461s) 1)Vcm� 2) 3)Agwfwm Dlfimr,Cgml00.b�shmapp�lohphebealre�omi�osoL�as 77RAJ.mamliiCade p1)xDA_EU ®d..VAANMR 1. odbybeTnasMeodariacpcAT14JIA 1- `S�n242 l l f Il /.��� 4)1;1aamrpiru®enmtmetmMaTxsdt,•mdr� ����11 R f 5)Aetsbmedal7Cpolhidcsrtmlepesopfi�vrn�wdzoatdesab �'_+fr %'/��i m61ria1dsptra8mhadsaauahuxjns \\�\`�� q -\GEN '` p 605 oS� �SV. l TYA1�AaQyarib;d'gdSral6efirmLeiolea�nmaaae11a1eisd'b'siif.+hnlbea'slasd 17a@rAs®lmb'cdmrig:d md®aeaaadrcFdmvisa�SellrybeTnrsMa�edao�adrsia '4°0��9'am��ort�i (msarvbbb�l3,ai'rg "Lnpr+hrrtLdmrebn&Caeaitaea"�� Brian MBlealdy /1 �m5nwa1ly9mpm5rhng-TdmganyInhamdemwA�FSR-D�_46m.ubrphlawcOgaySemrah�ait'ulpbtmxsfoia.Mb�s e+m�r�.�ryr�t�,a1,�:.,;,ar�„�ri�y� b�n�m,r�„+�a�,�wr.sd.�� ter (sgrand ad0urminfmaaimAluvuuarp6rgelbe �IS"xhd�odatsaniSgaieep6�a'S'18;vlufi:d'aeratigpv�ml8yvusepd! �i) I ?590T�rGmFid�R}6¢lfl Southern Truss Companies, Inc Tn1ss: D2 Wgdkhhi 2590 N. kin. Ii wa SOUTHERN � Sh y 1��Na1»e: �I Trim nmgx.r &r. I C0r71pa)aj ShcgiasTM Tntl'$s Fort Pierce, F134951 Dare: 674/M18 11:4&51AM Tal X-S Ct?MPAN1ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: I Of I Varsim 2017.7.1 [Build 2) MalermlDatabase venmi 1565 Span Pitch (hy OHL OHR CANM CANTR PIES Sp..g WGrATY 12-0-0 6112 1 1-4-0 140 040 ON 1 24 in 44l s 4 14-" 1-0-0 643.0 643-0 ' 1-4-0 6-M r 12.0-0 4x6 l 2 12 12 6F --- 16 1 n e4n v d 5x4 - Sx4 - 1 1 3 T6 4 6 1x41 6-M 6-M 6-" 124)-0 Loading General C9 Summary Deflection L/ (loc) Allowed Imd TBC2017/ TC: 0,66(2.3) vncx- 0.1 h. LIM (4-1) L/180 TC2-: 20 i TH1-2014 BC:' a45(4-1) \b LL. 0@h UM (34) L240 TCC.: 10 RWMbrlaams:: Y. Wh: a I I r-4) HaCP- 0DIh 3 BOLL: 0 13N-: 175 % CmpFamr,Ka-20 BCQ-: 10 1LeaHmcfla>47Mek (131a1.11A7 20414.0%) 03-M-11A1 (4D43,M) Reaction Summary !l 7vae BMCmbo ftvmb M .w Ba b"Mh M 8md M.G-UA M 31i LW M-LM M Hxa ] Ro(4hbB I 35h 0h C—M—y 3D6401a - -Mba -392N -331as 3 HAd(NGIj 1 35a C—*M.." 3DOh 640bs --3.921a -392N W Material Bracing Sumn iary TC 6P(NS BC 9'(A ,X13)$UNA TCBrd= 9.WaAxisac5_IKAabdej.,by0l m MS-2D13)t0.2x4 BCBr+m� 9nbdaAviva�100-0,A¢IidegobyOhas Whs hP(AL�2012)#32.4 Loads Summary 1>Tb;;„�hasb®da�r bed samnlo�bannandtvalnapindadmd; 2)Tl5s, hasbmd*idfabmff=of.WWdsha=rd —v*•SM2-loamacrob%bgmd*,al:gaI6onQhuUmwExp—rFkri*FWbiml0ateafOBua�ca,gayBp=IDo)o�1Bac Llaa2737fta4&Mah=14ANxFadZ—TAN t# mdadiauairdlXL=ua.cr2maw4b31L 3)Mn'b—M.j-xIb-fthaaadaom lblBCTabW607.11".ab—ppW Member Forces Summary TabbadcnsMaarIl{mai(5lmxmhf r�wrmtaaaa�Dvaaeaa:hlra� TC SI 1 aL6 36hs 2-3 01W -Mi. 1-2 0659 669hs 36 0316 36bs BC 34 1 0452 702bs -'SSIa 4-1 0A52 M.-255hs) Wh 24 0110 271N Not= 1)T El• lsazlarrddahanm¢aibnyllde�2,771siAdr&bBiN�ek1¢h8dCpa4dtht cspmmpmmdhllmndeb8sd6aQmmpmiasI]lI1L+(K¢-1)x�IIinhxalANWM 1.2)V,CR..dlk,Cllbi0 3)/q�fp'mmolhmr.Cq=1Dgbuhaapplaiohpbtbtrab�oedeg�al�aas�clelbybe7�MaudaeacicAT&)IPt 4!L'eb5nhd�Lflraadoas6v�dmMF'FRSWyhadie. nr I-20QiS®oo242 \\\� ,V1�BL %„ ��/ \ � 5)I4chaedal7Citrmlaamlrp�.v�®�narumiexptansfamhl�hddopir4®hadsaoaa w ENS��\1�i�i P P60�5/L-0�` �4OR1D\��� /�sS70NAL E�G\\��\ �/111S11� N7liCEAmpyafb'sdj�al6efwbbecemnmt�amr.TlcMnOfbiil5udtnit�sbadm Ih�aA®lmb'sdreaigiid daicna'vh a�dlyvenmssgipCG1 hytreTnecMandamaardtd¢ 'Oa'bcamnag mdmrydfr�sofhidamefmsefabby6,:BaiS� Dian MB)Caldy amudaavefbyynp.mS�oog7e(Ln{nnplrchamdam:uNiE9i-2762.Namm esamgvmadPmf�almeimi�8��vdd�J'aoH'falen+ga"Qm+4d�fica¢Sebeawc eau1M" pa_ 1mp:.anbd inB:Cc�aalhira"pa_ faadienalof fmNmmmxpba9e16e phrave20gusmYs;6eP,ddpht'e'afobwdba-1S"uhdiii g.nl8guxphea"S:'18',ahihndxacaFi�ctanl8gu�y4t 9ua #/6051 25gOTy/;.¢syi�AW¢A Southern Truss Companies, Inc. Truss: D3G SOUTHERN . 2590 N. kin Ili era Y PnyectNanx: Cry,;W TrmDesigrler: dbc TRUSS Fort Pierce, F1 34951 Dare: 6n4/>01811:4o-.52AM C`4T11n �� , 4 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of2 T1 %LT�,r2017:z1[BrOd2] Ire.M.t.h,'vwrsion 1565 Span Plch Qry OHL OHR CANM CANER PLMS SP-15 WGULY 1240 6112 1 14-0 140 080 0." 1 12 in 4716s 14-8-0 2-0-0 5-0-0 1-4-05-" 7.0-0 124)-0 4x5 - 4x5 - CJ5,J5 CJS JS 0.p-p 5-" 2-0-0 - - - 5-0-0 I 7-0-0 124)-0 Loading General Cm Sunmlary Deflection IJ (loc) Allowed Lmd (pd) ftcme F9CMI7/ TC: 052(34) WOW, 009n L/999 (6-1) L/IBD TCLL: 31 79l-3D14 BC:, a73(4-5) VAI-. 002n L1999 (5d) LC40 TCDL: 10 Rq)Mbrl.c— 11a Wtb: alst2� Hu(2C 003b 4 BCLL: 0 DM: W..,; OepFam,Fo-20 BC21: 10 Ad<ldsa(1�.�'Y4ont (13-1a1.11II) (2003-MI (3003-8a) (43103.110.) (51-1Z3-k9a) (&1-1234L9a) Reaction Summary 3f lsp BrvC.-M. amvmb M .w "B1 WNh Macaead M G-LW M.VMd bat M.Lbrdl M Hza 1 Ifi(N4 1 1 35b C—M-.y 30Dn %71. --530hs -550fs 17m 4 " M(Nblj 1 35u C—Maamy 3dpb 967m - -550m -SSOm oh: Material Bracing Summary TC Sp(MS'-'62013)/Q2x4 TCIII— �44AP. &d pbyCbn BC 'S(ALSCi•2t713)Q--A BCBoug 9iomdaAnincaKKh fnd.g"byChss Waa SPW-975.2012)*3..4 Loads Sunioary g71g.u�1,�b®d�dr«b�ar�m vlo�amo,�aaa�ma�amat� Z)Th'stuahub®de,�nifah Alasofwudmdsnamdau�v�' A4Fl-IOu�iefobaijguad�igalfAmrhWmakF.�¢aveCl'�ial�'F�v+1.CaN3iR»BCA�YBIi=IAQ),G�'�^38as Load Case Lrl: Std Lim Load Point Loads M.bb [am Dn&. L-d T�bWab Topod 50o L¢ 12m B«ad Sao now Mb, TvCM 5412 D- 80m Nk . Bawd 5a12 D- 13m 24u Tapmd &114 � 113h 2 i,/ B«Gd I 6-11� ibNn 13m 24i, kpcw ;." L� 121s h p B«Od 7" D- 129m \\\� `. jJ1. BQ /1/ IoadCase ni StdDead Imd—��\ '� �// Plaint Loads ` ��GEN$F����, Mmds lmim ulsd. road TbWtOh Tap(bd S." evi L¢ 2sm 54)tl _ >'. P 605 BaOd D163m mpod SA12 D- 47U 24b 1 BaC1d 5a12 D- 491. 24n TpQd 6-114 D- 47m tin - Bamd I 611.4 D.. 49hs 24h 'bpChd 7-" L¢ 28m �Q BM(M 7410 ]man ]at. �` �J O /4�\ Memher Firm Spry lam ZL&nLa�M 1gmaY(SL _lance (nax .r�dtr�c®14-1 ai r� lam �OTC 17-1 iC� B� 4-5 1 � 1�� (-1469m, � � Lem (-1.488m)0330 1o14m (-I 71m, WBs 2-6 I a184 581m (-39am)3-5. ala4 Aft (•4rbg ///�� ANAL TY)I10EAmpyo(6'cdmpidmlhefin:ibdbiiea®navremcTheivyordu'�'Asln c'slaalmd�a�ua'd�9ivmims`-urytelbl'hTne:Ma�aemmdrd ym�amvsga�dmn�offiebf«veimst(uhbyhl3�ifig BriaDM Blealdy >�n:�1Mn�aa�s'�dmoe�dpnr�a1=>p;�:��,�.'�a'r«1�,�a>„Q«n+s,�d��ra*��e�db�^1n�n,R1�Ad ac�lrieF^p3s�r at��ru«,ro�A1o»�.pbas,alx s,n&��rdnsl o��fqsm�n9R.�-rec«��yl�bam.dwo_•ae�Bsl-2762_ua�xrpb�a,cmea�u��mrdpw�;r�,Hdg•a=1s'd,m:��ls�,k«sals,wi,;dmsamaabsmis��wY ,yo,?�I[ }�1,AMmAiG951 SOUTHERN C«npa)--r olatkae" TRtisS F, COMPANIES Vb « 201.7.1 [BmId2l Material Datakasc vc1 1565 Shan Pitch QY 1243-0 6/12 1. T,W,ta-t M C M Ctioos Summary M CamdT— Csnv-T— Cam 0 M cls me sera rr_ is ooc i0-12 TP- 2s M 6.1I-0 TTI cis MG 7-" Notes Southern Truss Companies, Inc. Truss: D3G Prq*al 2590 N.kinps H Wimuy Truz *w e: er db s Fat Pierce, F134951 Hate: 6114018 11:40 52AM (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 20 2 OFL 0HR CANT L CANf R PLIES SPac ng WGDPLY 1-1-0 1.40 ON &M 1 12in 47ls 270d.g 2AdQ =54M �. P r60§0 'Ic70 I11Illl NOn�,lmpyo(bEi¢ dtalhef ulbfeaearmmaa«.Thew'mofluiriudolnmchxdmdsenaeuaod�wmmsalPd�MileTr�sMvuGe�eadrdsymbramvaq �ndm of/eofaoeEn�frAlbjfeBuat� BcvnItB Mdy w�lm .�o�o[aot l t� ix�wF«e u�� s s:ne���,�ak-InQa�,.hdm, 18P. 1a_ w «a�m�lar ntwm, k. ee s n&-hsosl ��dnh �• ��,�«•sels;a,:'n:�el��la�, ,�,w— —n— - —� r ' Southern Truss Companies, Inc. Tmss: Jl ' SOUTHERN 2590N. kin�lli�twdy ProjedNhwc: TnnsD=q-er. Cr)SLA dhc C,u„pL J SoluiorTM TRUSS Fat Pierce, F1 34951 Dare: 6/14/2D18 II.40-53AM rilm COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pape: 1 of 1 Nkrsica 2011.7.1 [old 2] MalerU DaWim versa¢ 1565 Span Pikb Qry 014L OHR CA.NrL CANTR PLIESSpacing W(T/PLY 140 5.999/12 19 144) w 000 04M 1 24in 6Is 2-4-0 1-4-0 , G-M 0-" i i 1fi-0 Loading General CS1 Summary Deflection L/ (loc) Allowed Lmd BHgCode: mBC20171 TC: 032(4.1) WX Oh L1999 131) L/180 TOLL: TCCL: 20 10 R4'ABrl.i— 714 Ve W1-2014 BC:, b: 006(3.1) ODD(]) VnLL• Ob % L/M (3.1) LrM BCIL: 0 D(IL: 125:: M On DepF,aotR'a�2D BCM, 10 F4eC�(larXYgock (13101•IIA.) Reaction Sim rn2ry rr T- BRCmdu &e Wth Me®1 RadBmMHh MaxRa,d MaxGa�•lbtfi MaxiVMLtlO MaLtBt M. 1 R,(Vbq 1 35h G.—Max.ry• 31qu ]731s - -172t. -]P-Ia - m1b 3 HFbI(rnaaj 1 15b - 3110'n 67k. 42bs - -126s Oh; 2 HPA(r-) 1 15b - 3D3b 36k. -1h -Dbs -Lba Oh; Material Summary Bracing Summary TC S'(ALS3S2013)#22c4 TCBrame: 9,oWa P.im&3 h&du{pby0hn BC 9'( 2013)G2.4 BCBry 9r.,halarBeim 1HA%&deiLvbyCbn . Loads Summary g7�n�t tit® 'd�rQh�'anm ao101sboundwaiemad+l�ted; 2)Tt'snabastmdyH,dfa6�'�aruudl�dsua®rtW¢,wmA9�7-lov&IcfobniuwTddml�ut 160.0-ftExp.-r-a.oa,EbA QbbtJp BAogCa.WyUO'IDOAO-1ft A-17J7Poe4833 ft1,-1441hE.dZ-TmgTabcadu6-6kdDOL-1i0,CCZ-Wdb3fl 3)Miiivmm gm.:mdgue®da vi,IBCTabb1607Jhurolb®aµkd Member Forces Summary TabL;��Marmwmexcs �a �r�r� �a,T.raeraa�e�a �a�tlr� TC lal 0316 36ft 11-2 0 1�3-1 uDsa 89k. r•'Atal - w Ttvss-to-tnmss Connections Summary M I C-idT- Q 1-TRaa To 11 CB 141 TT3. JI Cz ldl Notes 31.. �\ \P , ,�•S-/ a4-,P,d-DilLL+(Kc•I)aDOrDi,aaadz..AANWM1. ` liV �: r .VMH 1.20MSm 242 s,e,daa,dWXt*..hi,eRd- 9a..y. P P60§ S0 S�ONPiL1E�G\\NN Southern Truss Companies, Inc. ThIss. JlA SOUTPEAN 2590 N. ki tns fli wav Projectr'lmx.: Crystal Tm,%D=gtir. dh: Sohd",T.M C"mpaT45 TRUSS Fat Pierce, Fl 34951 rate: 6114=8 11:40S3AM COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax pd 1 of 1 Varsitu2017.7.1 P3uild2] M.terW lit b1> veraac 1:65 Span Pith qw OHL om CA zrL CANER PL1F3 Spac-. WGDPLY 1-" 6/12 1 ON 000 0-3-0 OW 1 24in 4lls I-" 14)-0 1.0-0 12 6F- 2 TT 4 �o c � 2.Sx8 / 0 TT3 0-m 0-" 0-3-00-9-0 ' 10-3-0' 14-0 Loading General CR Sum zwy Deflection Li (loc) Allowed l.d BOgCdde: FBC2017/ TC: 001 (121 VAM On L1999 (1-1) L/180 TOLL: 20 TH 1-2014 BC:, 001(3-1) VALL. On L1999 1 L1240 7C0L: 10 4Mbrb—: la 111b: 000(1) H-CR Ob 3 BQL: 0 DOL: 125".: Ci�FamcRw20 Bm : 10 14e0B:¢al1o0.Y1�k !18)Dll]3J Reaction &t mmry jr T%W B,¢Curtbo BmW1h Mnml R dBm%Vdb M.R®d m.C-,UW M.V" bM M.LbB1 M.H. 1 Fn(R41) 1 4n Cmr m.-q Soon 40h - -71s -7bs 58h 3 HRd(r—) 1 15b - 300n 19b: - -M -7b Ora 2 HM7(r—) 1 13h 300b 25Ls - 46bs -16h: Oh: Material Summary Bracing Summary Tc t TBCC� �mMlaA�ime,6-34BeGidspnbi OE,es BC SP(��AU 2013)QW B-ig �a1n1vP1arrtallOOQAuiode4m61'p6es Y 1h Loads Sum®ary g71d;n�am:b®a�ad rvtd9sameo I o�tm�ana�mdls,dvdba� 2)Thsrugbub®d�airandiasorxndlmd;nam.da.�,.a.sc7-1oa�6dpOnngmedfrdip¢ 160mphN:oa4F.9+��C.T�fi�ud,CebkB'q,Buii _Ca�ayBO=Im�WrelBBg ITrts27]7Rt4833 flq-14r5NaFidZmd,�ldnmdn�m�eiDCIF1L0,OCZmeWilh3R 3)M—sang dIbxd:gum ed—,fi1BCTabklfO7] k.. rb n.ppkd Member Fo,mesSummry 7ebkidalsMaobclllmm(9maxamlfom(maxmgrfom7dBwafivomasmelf� Notes: ,:� 6 - , / GEN SF r . P 605 L A. ArS�ONAL � G N I1)Itil ]ggx f I Southern Truss Companies, Tuc. T�s- 33 SOUTHERN 2590N kingsHie�ixvay Proj=Name: TrmD=Rmr: Cry" dire X m TRUSS Fort Pierce, F134951 Dale: 6/14MIS 11:404AM T- COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: l ION V r im 2017.7.1 [Bt@d 2] Material Aatabac velsal 1565 Span Pitch QLy Off, aR CAM'L C4 4TR PLIES Spacing WGITLY IN 6 /12 18 1-4-0 04H ON ON 1 24 in lift i 4 4-0 1�o 3-" 3- Loading General CSi Slurmary Deflection LJ (loc) Allowed I-d (pd) 13B8CDd,: FBC20171 TC: 032(41) WIL, ODIn L/999 (}I) L/180 TOLL: 2D , TH 1.2014 BC:. (UI(3-1) V LL On L1999 (Sl) LgAO TCEL: 10 RTMlrin— 1(s Pa: ODO(1) H-OL Ob 2 BCIL: 0 DCIL: m% 0.0hd .-20 Bi2L: 70 Plll!(H'ds(1II)( A,* (1310-IID.) Reaction S romary jrRoe BaGmbo B VMb -Mm l Rndli¢Wri M.P-d M.2zjLNli MaxNidll# �MazlAifD MuFL I lilM4 1 35u Cn m—q 3rDn 218Ls -136In -1561a 263h 3 11w(f� I ]Su - 3DA 53Cs - oh 2 kBWI(r ) ] Si. 3DOb 110k, - -871x •87Es 0h Material Summary Bracing Summary TC SP(A SCS-2013)02a4 Ira -gag Sbe+MedapuLKm6-3O,BeTod�g'nlp (lines BC 5F(AL972013)$a-N4 BCBa¢g 62c6adQllu�aa 104Q1 AA.o nby0h.. Loads SU1 mry Member Forces Summary TabkiyfwaMrnbclgmaz(4uexazi lfa¢GmzampcfmnfdBevnSm nexaxelfm) TC 41 0316 36hs 1-2 WIN-124Es BC 3.1 OJU9 1% =100W Va. Thm-to-t Connections Summary In G ridT— C-li.T— C9m.(10 d Ao¢k 7T4 B cis 440 315dg j � 440 �� Notes: I,Th'sds6a9dmA9CE7-1Dasrdeemlby�r3I371iridaBdS�Cade 2,v,�a�l�a«a 1a�1 7dd da,K ,d,W+—.P-V—"ddfl—da d®dl,d, a�DdLIL.(F-1).DdLI a aA,Wp1. 3)M+4'�f�,C<Ia1D0.lns6®a�In6rykeLval�wlcasspniniby6eTnazMand uuapcATHrtli l+la?S®]A2 �r mm�ma�@a l (mm>yAl a s o.almm�m�ll�;b+o��az.�mmda�in�a„olrle�s 5)1�dun Wffi adilnvdmM%MSUd Wft \ / / p 605 ! L A-—. S-riff��,�0�0 j0�` ��F4 0R1�A NAL IlII[11 NMCE.4,.wd&da��albefmul�nlotrcrmnmoenmcTh I7 j�cAdm6'sdre�e:dm$amp¢oxd'Pufec p flwodrvdnlne slnmimdegocsumdr�uimiex9q¢a1tr, 6eTnsMandameaMrt�ymhawacy aMmrup�BoCheufmmEnsak�hiyteAdiig laui�e�sb8i's�'farhn�mugmerdsgi9a+�a5efiem�v�ee dh^LipuaMnfmmem&Card71+�' �gek:addmielnfivmim.Ummmmpliafiaihe Brian M. Bieaw yuaF�.:,760i1 maudsmdbySnpsn�-TrQ�eoybroemnhao•�M'iF3t2762..Mmm�urpbasm�g�uo ud�lcpddpbt$ei:fMnvdbla-1S'vhd,i�&acm18)aiecpHt;aS=1S;vlidt:�f'rntsa hghmsui l8pp�epl�t ]VYI�� }id.RR...AL Southern Truss Companies, Inc Tn1ss- BA dfibb2590 SOUTHERN N. kind) I sway NectNianw: TnsD sgrK Crystal dhc -muss Fat Pierce, F134951 Date: 6114=8 11:411.55AM Canpal�d SohDi ¢3s^r CDMPANIES (800) 232-0509 (772) 164 4160 (772) 318-0016 Fax Page: ) Of 1 Trim Vzrsi=2017.7.1 [131tild21 Database Maierialvetsiar 1565 Span Pitch Qty OHL UHR CANFL CANFR PllFS S1acvs+ WGMY 3-0.0 6112 1 00ir (*0 0-3-0 0-00 1 24 in 1011s i 3-0-0 343-0 i 3-" 12 6� 2.! 0-" 2-9-0 �-0 343-0 Loadiig General (sI Summary Deflection L! (loc) Allowed Load 1p� BIigC.r4. FBC20177 TC: a13(1-21 WOt 001 a LW(3-1) L/190 TC1.: 30 TRI-2014 9C:� 0.14(31) WALL' Ou 1/?N (3-1) L/24o TCQ-: to ➢pMhrlmnve: Hs Flk: ODD(I) H-M. Ob 2 BC1-: o DO-: 125x O pramr.Ra=20 ten: to 13eOtL�(d¢rXl'AiM¢k (]S71L11133 Reaction SI mmary jr 1-* B.C-6. Bm 3KW Maevl RodBieNNh M.P-d M-C—Lbifi M.Wdlbdt M.Lho M_¢ b 1 Ro(Wq 1 4b G M amy 3DDb 1211. - -24b; -24b. 1576 3 HRo1(rrs) t 15n - 3DOh Saks - .6Ls -6hs Oba 2 HRd(rm.� l ]Sn - 300u R5k. - -60&- .6M Oba Material Summary Bracing Summary TC SP(ALSOS-2i13)f22z4 TC&amg 9AoMe R. sar63QR¢Tbd g y0b- BC 9'(AL9D&2013)t22c4 BCBradog -vkelaP¢iosaA1044A¢Todc�•niryOins Loads Summary I)Mig shut.mdseaaira9e6-d—)OpDro dndi.i.dplsd®dmd; 2)7tsnashasb ud¢p�¢IIa6abofswdkedsuas�A4'f7-IOsIrSoWigu�d#ml"np¢ I(Onphu4rotEtpnaaeCR.➢yFndz�� m,a+ zCatmq➢P�IDOJ,PcalBag 3)Mbi--gaAckdi>,uamdaoo;wialBCTiht1607] tssmt®app!,d Member Forces Summary 7abkidYalsMadrlLjma¢Cgmuaudfam (maamu pcfa¢SdBam fiaumm auJRr� 7C 11-2 I 0133 -1-11 BC 31 OIJ9 -�Sh Not --\GENSF p 605 A - OV"�ti SIONAL aN \\N //llllll� orh<is insaranyl Ba3f:> Brian M.BleaW 0 > 0 Southern Truss Companies, Inc. Tniss: JS ,: ,:" _" SOUTHERN 2590N. kin Ni Wd � � y PryecthImne: ThmDawr: Crystal &k- TRUSS Fort Pierce, F[ 34951 Date: 6UM18 11:4055AM �"�°7 - ,, COMPANIES (800) 232-0509 (772) 464 4160 (772) 319-0016 Fax Patty: I Of) V-rscrt2017.7.1 [Build2j m-dcriat Database VMSKn: 1565 Span Poch Qly OHL OHR CANU CAWFR PUPS Spat WUPPLY 5-00 6112 13 140 am 040 000 1 24in 17lbs r 6-4.0 5-0-0 7� fl SO D3G 0-0-0 0-0-0 543-0 5-0-0 Loading General CST Sunnmary Deflection L/ (loc) Allowed Inad (pd) BBBCade: tBC2017/ TC: d51(I--2) Nb1CR 00b L/618 04) L/IMD TC L: 37 i TH 1-2014 BC: , 029(3-1) L• V. wnb LN39 41) LC<0 TCEL: 10 PpMbrl--. 1[s am(1) H-OL Ou - BQl: 0 DOL: 125 % C,.PR .yK-20 BC, ]0 PbeOflaafffil'Y4nc1• (19-101-11D) Reaction Smnmary n Tvm I & cwji o BatVidh Mane) PWBl Wib M-R.. M.C—LblO M.V" bM Ma IW .Mean I Ba(WM 1 35u Cm m—.y 3fID'a 2911. -Mi. -178Ls 3451n 3 HRolcrnm) I 15i - 300n 921a - -1 la -11a Oh 2 Hmrr—) I Ish 300u 190fa - -1611s -161 hs obs Material Summary Bracing Summary TC ' w(AtiVOS2013)e2244 TC%.,ig ShoAdarh&su6-3QBrfodsgsby0b. BC �p( 21713)922a4 BCD-.* 66nbed P.&—IG-O ,1lafodeavby0laa: Ntls Loads Summary 1)Tbsaustasb-btipndf tell' dueb]Oob vndudkxb d*dmdbo & 2)TL'a6�basb®dsg�torheB�vsdvidYadsuaagdvn s�A9E7-1oamirfoA +rgu�rdimAiQ¢ IfAa@6utimakE�eeCYarisbFd,Go6tdrV.HuiioSCe�ayB(t=1DOlo.�IBBg IYms27.17fn4833tl`,-144Nd&d7zmTn Nkwad%&mikdD3P16O CCZ eWLb3ft 3)MiimmnsLa laftii &=%%i W-BbE1607Shunotb®appid Member Forces Summary Tebridia�MmbrlLjmaa(9 mxa�lfmc(m nmp fmcfddfaovfao�aacelfo¢j TC a1 1 0316 361a 1-2 0295 261 bs -... 0510 -2291a Bc }1 Va. Truss -to -trill Connections Su mmry 1D Canel7nrs (`�miaT— (IITad Ao¢6 Notec 1)TlKX..dF.—. e7.loassdeaasly7db*wdwlDke putt (Rc-gaDfl Mbaoadar4n&AMIM). ` .'��GENSL�� I)wrnaaaxmcani�eveialamnaIIabl�ad,abiemdgahae�miTonead'ddldmamd®dma,mxry,.da:Dn u.+ Q� 3)Minfq'mwW&m-C4-IDUwb=gp6db-l�niasazbYhT—WI.. aonalcR. 120M&d.242 4)T�$msfargalinalmpmf.*Masgaaa6asnnr4lemamdel6epovddbarAf�ax,®dmaodupift�m�oulKRcdm9vmry. 1 / '`� i 5)U.d :dWWm,-bamJ.Ma'EA O*-baft /. p 605 1 i4r� �0�cc 4 GRID P 46� S�ONALtiE \\\� 71T�.4mp ofm'sdeig��alhefi.neheebneaemnmmaa:.'(Lad�naGb's:d�v3nl.�cbanalmd�aiae aodm}dunmsawvhl6rfrTnmMa�aeamrSaapmfxamuaq mamoy4m�oite fm�fntbybel3� �, f f a • - BrianKB Icyild Southern Truss Companies, Inc Tiss: 15A 2590 N. kind N47way Pr<>jeaIwm: Crystal SOUTHERN -TRUSS Fcrt Pierce, F134951 TrssD-wizvr: Dates ft 6UM18 11:40,36AM T COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pw!p: 1 Of 1 u.> 2] MazeiiallAtahc{ a voa> 1565 Span Pitch Qry OHL OHR CAYM CAXrR PIM Spacing WGI'/PLY 500 6 /12 1 000 000 0-3-0 Nm 1 24 in 1611n 5-0-0 2.: ¢3-Q 4-9-0 b-3 S-0-0 Loam General C4 Spry Deflection Li (loc) Allowed I.d BBgands: 143C2017/ - TC: 039(1.2) V.M* O09n L/SO (3-1) L/180 TQ2.: 7Q-L: 20 10 TA 1-2014 B¢Mkrmmx: 'ds BC: 03 (3-I) Nh' 0�(1) Vnil Olen L/997 H—OL, on (}I) 2 L240 BQL: 0 DOL: 125% G Pn..'r -2L BCCL: 10 i4coffidsftx MI 04-14J•3901 Reaction S�rs3mary A Ties HmG—bo &rzNNL M,: OgdB'¢PUh M-R d M.C—LNB MsiU4dlhlil Mas1w M.HA 1 M(" 1 4u Cao 31pn 202hv - -41 hs -4llt 2191. 3 HZI(rt* 1 ISn - 300h 9'-hs - •3ha -3ks ohs 2 Iiwacrt.� l 19n 300h Wk. - -1071t .107ts Olt Material Summary Bracing Summary TC T(A kY2013)012%4 TCHreuoa 9�ohaaA�3ma�630,Ad-nd�niryOLas BC ST( MB)3234 BCHc+mg �edtfaPo-rmaz1000.Aviid�lryOlnx Nh¢ Load& Su ry 1)71m.m 6asb®dime>tate�'csaueolopsmbmmuahemdpW I dmdmdc 2)7hin bnbsadb'pidfrch�ataftndltdsi�amrA,•,•,,:�,eas�_lOxtb6eta7m igiaaddmiipa1(A+T6utimatB eC.Fu►'F CBN#r0. tgCa 'BO�1DD),O�a1Bl� 1lma27370x4833 Qi:-14%IN,tEadZ—T.,.,,T-�mdu.ba61Sd0Qp1L0,OCZ—Wdh3B 3)Mno•maagaf6aQegna®darmuihlBC7abkIHl7] has�b®appfat Member Forces Summary Te6toda�Mmdarl4n acs�lrae(�x�.rmre7daetns�ot a n row 7C I1-2 I 0392 -amps I 0311 -326h; I' BC }l vd�a++ rit.d_msr�hgiKB tc I • • • ' Brian MBkaWy Southern Truss Companies, Inc- Tn1ss. J7 y�- ^> SOUTHERN 2590 N. kind Iii wa y - PrgjeLKt�— Tha Desigcr Cri-I dtr- -mussFat Pierce, Fl34951 Dale: 614M)8 11:40S6-AM Truce COMPANIES (800) 232-0509 (772) 464-4160 (772) 31 M016 Fax per: I Gf2 lersm2017.I [B1ri1d2j Materialf�taha�ewmm— 1565 Span Pitch Qty 0M OBR CANfL CANER PUSS Spw* WGT/PLY 7-" 6/12 2D 114-0 000 040 000 1 24in 23I1n 8-0-0 1 3-0 7-0-0 n 6 u A7AG.A7AG B4G.64G A7G 7-0-0 r 7-M Loading General (A btimamry Deflection L/ (loc.) Allowed 1®d Vp BI%C dl. FBC20171 7L: a73p-2) 161L1t 029i, L/M (3) Ln80 TC L: 20 TO1-2014 BC: 053(3-I) ttra]c O i. Lr= (3- Lr4O TCEL: 10 )tspM6rlml—. ]k W6:a 000(I) Fh Z' 001c 2 BaL: 0 DAL: 125-A Q pFhd-0;-20 B• c- 10 }4a:Oltae;GaC1•YAimk (13.1(1-IIA) Reaction Spry rr Twr BECumbo B Wdfi Maetd RndBxNNh ya M RM Ga• W M N1dLtM M.LW M.M. 1 %cyn 1 8h Ca Mamy 3DOu 3681a -121 hs -121 to 332h 3 Md(r ¢) 2 Ma(r—) ] l5u - 300u 1301' - 1 15u - 3100n 211 hs -156hs Ohs -]56hs Ohs _a Material Bra ,'S''�'�"nnomy� (ASummary T'CBnme �mhclQAvise63QFLfod�nb)06ax BC SP(AL 2013)123A BCBradg S.W.Avf wI000Hs:sd wby0b- tlAs Loads Sumary I)Tlgaussh.b.d k efahus'mmm)Opfb�d.var mwpti --- 21Tus.�l�e®a�rQeadra�r�dmdsoa�daa��7-Io..meer��d�:� fro„wh�a>;w�,r��.��nBa���3•no-1Do).o.�a1B1� I7ua2717Pos4833 f(L=)4$TktFidZme7ts�,T1•Lcmdod,m®dedDCL=114.CCZmeWdh3fl 3)Miivnmang��badgBu�da�ShIBCGb616071Lasoolhaneppist . Member Forces Summary ult�mM�wmaxcs nexaxelro¢(o a�mg.ravzdsama0m®aax¢1ra� TC 36hs 11-2 aT3 -299M I =7 266hs (•179b)_ ) 1 DC 1.1 Wh Tt i>ss to-tr >D Connections Summary Connections fauvu¢Tnea �mieGffse 772 Tr2 n 37 AM, A7G 74.12 .. .9412 i7 ._ 2md$ Tr2 n n A70 MGG 114)-12 114-1a 270dcg Af B ��% \\\ \Q`,'�---L`'!� Tm72 7T2 tr 17 n - A7G ' A7G 16-1.4 18l4 270d g 2Md% \N CEN \ / �� tS4i� ♦ �— / Tr. m n n ' n AX N.� VAG �14, 74.L � 94Fe 270ds 90dg. 90d% \ / A / % P 60rJ \ i T77 m m n n AG VA� nav I3ai2 90 :ft,�. 1 m . T 17. - n n VAG A7AG • 14-14 ts>.4 soda 9Ddeg m TV T74 n 17 n A7AG A7Ac " Bac 18-11 2D-14 7ou 9D.dg 90d g 9nde� i \ ,�jST T O �iA \` 'dC C �� /(C/� - V rrr n v / T" m n n Bac BC 9a}12 97a aD4 90dg / O ♦ T -�CORIDP/ \\ NJI1�AmPYdh'sd�sLal6efimA�dnheationmaamr.7beda�d6kidvhaln�'s1a�m ahisa�dreldmme:nq F1'heTs�Mandaoseaodrdawmlrsmrery ssdmmptbmcdfeutavnimstfahbflr Bf M131M)dy 0.As®Imfusdrsssagid 6amdPsd ime'om*g'rysa'sY%'BYrnfrneamr^Imn�gSda+unSxkmsrp-urandhe"InqueNd mma.4Gavnll�a�"pe�faedima�lidmmimNna�vpe�anlx savaB,�6a11 „e,.�,..snas�.�4ne-TeCas�misna®darmsihE9t-276.-41¢am�roMsasc�7fpuaevdw6�nto6�esfiS.sdh•e"-18'andri.! can l8psspha;.arTtllS;�idocahg6eeuol8pugephe �;m��xa,ars,Rflval� Southern Truss Companies, Inc. Tniss: V12 2590 N. kings Hi �vd y ProjectMJ : Crystal ( e� Stihmo�T SOUT14EFIN T3USS Fat Pierce, F134951 ThmDecgroc dh- Du= 6'142018 11:4o-s7AM Tiuo COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pape: t of l , Vasim 20117-7.1 [UM 2] Materialllalataseveav= 1565 Span Pitch Q.y OHL OHR CANU CANER PUPS Spaci m V&FIPLY 12-991 6/12 1 ON "4) 0-H 000 1 24in 4016 72-9-9 64-13 64-12 64-13 12-9-9 1 4x5l 2 12 6F— 12 �6 i N . M 3x4 - 3x4 - 1 3 1x4 l I 0-0-0 0-0-0 12-M 12-9-9 Loading General cs Spry Deflection L/ Ooc) Allowed Imd (pi) Btfod'• FBC20171 TC: 06(2-3) V.M. Ob L/999 L/W TCLL: 2D TH 1.2014 BC: 067(4-1) V.iL• Ob1P L/999 Tom.: Lr-40 10 Ppmkbidmx: l8s Va:: OD5(24) H-Ml Ob 3 B(]1. 0 DOL: !25°n GepFamr,F;c=20 Bm: la 1b.cff- .01-4kde (1:1414134M) (2040-1550) (31403-M) Reaction Sulmmary !r Twe BmCombw Bm1LNb Maebl PddBntNBb M.Rmd M.0-Lb16c M WbdLW Ma. LW M.Hxt 4 HM(U631 1 153514b C—M-" Udmsd 323hs - -26hs -26hs Ohs I Ho(Wdo I 19593u C—Ma y l}bmm 351 bs - .1151a -1151a Sohn 3 hw(V 4 1 153504o ComcMasoxy Lkk— 351N - -115bs •115hs Ohs Material Summary Bracing Summary TC SP(AL472012)0214 TCBnciV 9.bdia<Aafisas6-30Y bddipb60hd1 13C SP(A1KY2012):3214 BCBrzdgp 9=ahNaclLddsaz63q}1x6de by0bds 17l4S SY(ALS352d112)A32,4 Loads Sugary 1)TI.e halls i�fafrd9'a &—)Opnb e-d.dielnd¢udmdhad; Z)Then ehaslmd�nifaE�msdwidhsdsbamrd+m+s�A9�7-lOsvLbefd6�+vguvdd ielip[ I(DmphukimAENpunC,Rig•Ercbo�Cnb"BuU%Cal cryII(I-im�O—miic Iti-27.17 fn4Bi31(b=14AMEdZ—T—Al>bcddwd,mnimdOM-160,CCLoeWdb3 d Member Forces Summary Tabt:d==ManbwBxma:=s =Wf 4(m�mp..fw¢ada,fimo = R.w4 TC 1.2 0666 -277hs 2-3 0161 _'Tits 13C 34 0Q3 189hs (•57h: 44 "M 189bs -571n1 W(x 124 OD51 .174bs Nam 1)7bcd.�Ldcb..d.W CE 7-IOurdamobb�•fa217Axi1aBuifiog0de 2)WatandVWCR mhuafmlasdbavmWd4imsArbTve/add+s6ea�smmpmmai drnd®dlztd,mmpudmR9IL+(Ka-,)xIkll CtiMemdav�wsbAbHlfA1. 3)Mmt9'mmu,Gaar,�V`1D4bssb®appLduhephtbtra,,wYlaas;,cifi+db�hT/�bfa�=danvcp2AT9![1, 1.70Q2SeSm242 t� I 1 r r/ 4)L'sdwrdigHt®n�mmlnnimMq'H50ilihadp• \\ \1 \ /� S,Asabmadai7Cpib;trral¢nmbepdup}r®nmdmaa}dmdlb=a� uobbkdl�pivapmhadsedmst�pbs \\�� \ �,-g / '��i or / �`GENs4`X ��• P 605 l — I ST J iO4_0_RIDp% q/OVAL I 14CBiCEAmpyofdisd$al6efumi6dblredmm�mam.TheS�'nafbsidniinle�sbmimdaavebaudisrumK�aq�[S1bi'heTnncMarad weardrtLs v�dYamvaglmmn��orkbr inadfabbTfeHcdfirgisBrianMBleakiy ( J IlnvpeA.asldab'salwhairfm6a ,. uwademsl6ySurym9rW rcC �Ircb�sm�dan¢wE41-27 �fa'b �mmWeNdsfaeia..sa9ebem�rFaaoidbe"bnpu�r[Infaaa4n8;CmealI�id'pager ahli'vmliJama6nAimoruapbaadre36e SsnEgR•/6051 VII Pb p�geusv$IrTciLdphtme'sf�b/•a'-IS'w6ibi�xsanl8�uad+ea'Sk18',uhibifir ah�s»i8paugphe ,590*��R�}73a95t, x Southern Truss Companies, Inc Truss_ V4 �Saa' SOUTHERN 2590N. kin HiQhwa is Y NwtName: TrwIL.Lw.. CJyaa) dir crynpoaYus as,x TRUSS FoLt Pierce, F134951 Date: 674M)8 11:4&AAM Tnw CQMRAMES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pwu e: 1 of ( Xbsiaa 2017.7.1 Wid2) Material Database Mcrliorr 1565 Span Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGIYPLY 3261 6/12 2 I 0-00 000 000 00-0 1 2424 in S Ifx I i 3.2-6 l 1-73 I 13 1-7-3 3-2-6 21 4x4- 3.2.6 3-2-6 w 0-0-0 Loafing General (St Summary Deflection 1J (loc) Allowed L.d I (111) B",C-&- IBCID171 TC: 0,13(1-3) 1hCk Oh L/999 L/190 Tal: x Tm: 10 npmb'b'o-: 7A1-7D)4 v. BC: 0JI(311) F[b:' a(O(1) \hIL• 0h L/999 H-OL oh 3 Lr40 BQL: 0 DM: 126A C=pFs ,F.-2H Bra-: 10 Pbe0fftf1m7CY4dg1: (1:10-143-M) Q003316Dt (314143420 - Reaction Summary A' Twe Bn,+NNh daBre(bmbo Meeh1 Maxpm AeJI M Cn Ltm M NxW Mnt1o1D Max}tah I ; ] 3a406h C—M-" 136h1 &5pr - 48bh 48hs -13b, Material Summary Bracing Summary TC 9'(9L9�62013)93N4 Tcb-dg 91 w-Rdma11040,Adod®bY0b- BC 9'(720j2)t3N4 BCBanbg 9loirdaliciKai634,Haindapnby0hes Loads Summary pTn's�1usl,a>,a�dratcdr�mco 1opYhaond�ud ielaadp4shsdl� 3)7hisn ArQle�-T..34A. ea F�'F�1• Bum�G�•BO-1Do).O.aaIDtii,: f.4933 b-.& DMFIAD,CCZo4.�ig�dfmiipe1rOmphu>mar,Eq�ueC I1m?7J 7 fia4833 fib-l4rjFndTAoe7'ns,Tl�mdumme:fad.l](L�IEO,OCZmetvdb3h Member FolrcesSummary �e��r1�.B��axcz�a®1r�(�r�tdaemr��a�1r� 7C 11-x a129 -87ts 12-3 WO Alba 1 1 Bc 3-1_ a105 133 ha r-d4[al i visa Motes il I Southern Truss Companies, Lqc- Tnlss: V5 2590 N. kin NPrgecLNa=: Crystal - SOUTHERN � Y T x Da w=- dhc rM TRUSS Fort Pierce,1134951 Date: 6114018 11.4K-SAM fly COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pam= 1 of1 2017.7.1 [B107d 21 ueriai L�talg' -�.� 1s6s Span Pitch Q1y OHL OHIt CANfL CANTR PM Spacrtg WGT/PLX 5-" 6112 1 000, 000 0.00 0010 1 24 in 171bs � sso 2-10-8 2-10-8 2-10-8 5-s-0 12 12 6F �s 4A - 4 D 0-" Loading General f-SI Stimmary Deflection Li (loc) Allowed Load (pd) I DgCbd; FBC2017/ TC: 075(2-3) WR On L/999 L/180 TCLL x TO 1.2014 BC:, &IOC3.4) ybdl_ On L1999 LP40 TCDL: 30 Npmbdn e : )i, va: 006(2-4) F—CR On 3 B= 0 DGL: 125% G�Fiu fa-s BaL 10 AaeOHffiQaOCYMeI• (id0.15}8,'!51 a&W-35A) (310153-MI Reaction Snnmzary Ir T% BMCambo B.Wft M..W M.RW MP-d M.GavLIA M-V"LtM M-upm 1 Cmd>,ws I 69u C—Ma-" 1721. 85pC -7-bs -7213S Material &wm=y Bracing Swunary TC 9'(ALM6J2012)02x4 TCRad* 9-f d.Aaf�634LAa6dplyQ- DC 9�(ALY1L20V)iB34 DCB.,i* 9nhdaAdmat63 RwbdmLnbyOus wha S'(AL405-2012)02A Loads Summ�ry I)Thicneslacbmidey.d fmledrasdueo IOp ibmndvdFeYadpYedadbadc 2)7'ban�bulm,dciydf dr�aadwodkedsnaAS�7-IOwb6erab+rig,vrd�ei:p¢1dOmphul�kE�m.eC,Fuii'F+d�*4Ce6HiRRdti�Caega7•D((=1DD),O.vdIB� Di.s27J7f¢4833r16-14$F dZ—T—J43C.mdvbrm¢BdDMr1.60.0=—Wdb3ft Member Forces Summary ub>;�QM�B�a=�c�amlro�c�,..faae�snao�amv� Not= 'o 0-04 >tesofhidor®inetfoA,byfrBdLg 1 Bria11M Blealdy i Southern Truss Companies, Inc. Truss: V8 Adahlb.SOUTHERN 2590N.kin9pFFigiway SOUTHERNsntlIIloRS TTnm-Dcsga .. Cr) cOr7,pDOf l -muss - Fort Pierce, F134951 Dale: 04018 ]1:4o-s9.kM Trl COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pam: 1 of t Vasim- 2017.7.1 [BuM 2] MateibiDa lmsew,.m- 1565 Span, Pitch Qv ORL OHR CANTL CANTR PENS S pacvng WCf/PLV S 91 6 /12 1 04W 000 000 000 1 24.m 2716. i 4-4-13 4-4-12 44-13 i 4x4 - 2 12 6F m N 12 --16 2�4/ 1 2x41 3 4 XXXXXXXXX I I o-o-o 8.9A Loading i General CS1 Summary Deflection L/ (loc) Allowed load (yssQ BgBCode: FBC2Di7/ TC: 066(2-3) Vn6L• On L/999 L1180 7UL: 20 , 7MI-2014 DC:. 023(4-I) VnIL• Obip LIM LfM 7'COL: 10 RIPMIA.m_: Vs AB: O07(24) 13uQt OL 3 Ba.L: 0 DOL: LB% aap —Ira-20 BC: 10 Vb.Wa O,IX A,,mt (1:104534M) r±00315M r390-15,3—M) Reaction Summary A Tw BaCmbn By&% Matrbl M.Rme /.F-d M.C. U:W M V"UdB M Lhldl M-Hxc I Cxfmxxs I MUR4b C­&M.s y 249bs 85pr - - -106h -1061c 35B Material Summary Bracing Summary Tc SP(ALSa,20 2)93N4 7CBamg &m6xlaM..&3AB.W ipby0bn BC SP(AL9�2012)t0's4 BCBadg S-tb=patmm63QBabd!AwbyM- v.Bs 9'(AL4 2012)03.h4 Loads Stmmnry 1)71iru .b-&14pWfbri—T-dim10p.-ba dxxd&.bedpk.dadb�& d<—T.!dlndsua L+M3fa �iQ¢1600gi�utireSEgmxeC,BJ�'Foil,Gahk6-§4Bd5gCa�•B0=1f10).Qaa1B1R Db.27shssb®dch1144E 6-6kvmiDCL-]fO,CCZ I]es 27J 7 ra4833 rt6=14 t�Fad2meTn�TS'bc and w� aa�al.i3an 160,CCZmelYdb 3 h Member Forces Summary rabrmm sMa�B�o axca �xa�r�(a.x®pr.rm<rda��a> LCI-2 0655 N±hs (-1?ShFI 2-3 0655 2421a-125F6t Bc 3J o2ao 86te r4ltxt a1 nnn e6e retest whs 124 Om0 MDN (-Mba Notes 1)ACR @�sbaW E7•IOasrdaemibyM�A7i•UifaBdd rgCade Z)Vnat a,dHmaotveleVeiala'dMvumlMimxnduebfiw6adpiulrcaap¢�n�ead'dihandcodmdhad,ompm7asOd1 IL+(Fn-I)xDdl IIi�a®dan¢uRiATH/fA I. 3)Cabl>�oamn�nsbonndxxd6eu� 4)Agmiyaodfa�,Cq=Ifn,InshmiaFPS�nhepbcHtrdream.'d�`a4rsas�nfidbyhIb�MandaoaepaAT8117f l•±L02S®2,72 5)I�I�idip3fLmdm;hinimMtl'FRS� �R j \\ `i i� I 1 1 I// /' 6)Peesbcelml'Citrmksmm/ep�rpwvrviinum�e�eq�vem¢o iadd�YvidepleaAnitaQnatxrejis \\�� \ v�GENSF�����i� P 605 N� r 1 = 4 ORI�P G\���� E\�\ ANA1- /llffii NO,lai.4mpy iddu:d�'3u1he6anifaint�emaonmaamcTlrAsyoorin:�+idtulma'sluvimhgvaeo a�dGmmssg5idbr' hTn�Ma�ufw�eaidrdrs `S�'t"'m"'g'mdm°r6eufaoeinsaRAiby6eB>atug Bri Bl eakty �icA�lmtustran:gid3aesamgw.xdpmfmanln+usrrom-3�dNvN�'(vken���dwnSs�m�vle+_onndh"Lryinamlafa®En@CmealtbB"pevffaedL'areli� tim.4lmm�rpbsdtalbe 76±_Va®mrpbeam�puySwL �anM �hFtr¢A39951 mamd'avvi(7'S^Pans�rxCmtwry•Incne®rdausuWF3t-± 6e�mEblphe�e"sfobud(ga-1S"wbidiix�6mi16�u3gbSaSa]S,atiBodaaahpptrraolBpr�epht 2590?:' Southern Truss Companies, Inc. Thus: V9 2590 N. kin Ili ' way SOUTHERNTniilDes_.wr Projec(Nam: Crysal - dhe ��"'� �� TM [BUSS Fat Pierce, F134951 Late: 614=8 11:41:(l0AIM Thbs COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pat:: 10f l Ws n- 2017.7.1 [Bu ld 21 Material Dat ih m veraim 1565 Span Pitch Qty OHL 0HIt CANtL CANTR PAPS Spacmo WC riPLY 940 6 /12 1 000 000 0 (10 j 00-0 1 24 in 30 ft 9-9-0 4-10-8 4-10-8 4-10-8 9-9-0 4x4 - 2 12 6F 12 �6 I N 2x4 U 2x4 \ 1 3 XXXXXXXXXXXXXXXXXXXXX xxxxxxxxxxxx i 7x 0-0-0 9-9-0 9.9-0 Loading General CS1 Summary Deflection IJ (loc) Allowed Lmd (� 811ar1,• IBC20111 TC: OM(2-3) wcx ol, L1199 L1111 Tat: 20 i TA 1-2014 DC: , 031(- 4) Vns s . Ob7P LIM LP-Q ' TCDL: 10 RkpMtrin e: V. Flb: 007(1-4) H-m on 3 BOLL: 0 130L: 125% Q pFM..X -20 m e: 10 lhraa�noc�rx�t n 10-15341�) r�15A) (39R153-M) i Ruction Summary lr Type Ii G ft BeWh M..W RgdBreWdb M-Rd M.C-.Lufi M-%*dLw M.Lw Mu1k.a 4 HM(MR I 117n Cn Ma y Ltl— 2731s - -571a -57hs Ohs I F.(Wm 1 ll7n C.—Ma-ry UA—. 2771s - -1191. -1191s 331s 3 HRdMk ) 117h C—.M.my Lh.— 277N -119hs •119hs Ohs Material ry Bracing Summary Tc 9'(AL97r2012)$02.4 rc&.ag 9nr,dvAdrss,634Hv6de�,byCles DC SP(AL9CYs2012)*0a4 BCBomg &.h6.ftfw&34RHx dfLby0hn Wier 'Y(AISL1i2012)t32x4 Loads Summary g7t-sn�lasb®ae>mdrahe� dimlOpdbmnaxndlwlmdptsdeillvd; 2)7hisc�hasb®d�xtlad-� duudYadshaanda,rcs,�L9�7-IOsdbhefobaGg�ddm7iS.¢160n9'b,�4F_�..rFu��b137pg,ilogGsDcx1D0`I00),C/.valBUg Dim27378x48334b-]4 ftFndTineTnegNdwmdu6m63taLD7rli0,27mWdh3 ft Member Forces ry ��:Mmm�D;m�xcs, mulr«Qrm�.na.rmrrddmo�lrma a 21 h•162C 281 Is 0 5h)243 1 BC A2 I (9b0307 91 b, Wbs 124 ' 0072 n61s (•1MN Notes 1),>»d�ncbasd R=ftwr asrd&=nW dk=& 2)VnQI®dElxzOt�eMeidmdl,a'vnnldAsssdueoGxYvdphs6mepdd9dmduendadked,mml.etu� 1L+(Ifa-1,xQf1 IlaemTdmQuLATSRR I. 3)AT.ky. Nf.M,,C9'1041usb®a(pidnhepheheWrmmnrda�•••s__t„r,.lyjheimsMmd mapcATSilPI I-TO(C�im242 4)Libduvdapffi,mkulmMvl¢RSCs�yhad�. h p \�\ \ s,H+�h01da17C�6mksmmlx;xeapommim®suseTumn[nn� mhbdnl�ptnpmmdssanahmjms. �� �P' _ // V,\CENSF������� P 605 L A S'o� Ol 4 ORIOP %0X, C�����\ ssi �raL EN lllilll N771�-4mpydd�sh{vdralbefimiindnhxadnaxssoor.'ri,ada�odlfsi�&+iinlndsFleaimd aauvd�dmn,ssgpGdbyheT,�Mamhn�wd>i ,pnframnaq aodmmpls�dh� rmasR.fibyhButfrg DA�xmh era:dac�dr�rlaa�:gn�siByr rn�ma�md�mtrpathempomrsl�r moacmmdrt�^�x<r«eds mne amammesla>sdame BnaDM B1ealdy . mmdaa�fy'SmpmSaV reCmparglrcnemxdsm:uA,E9t-2762.AImmrmrp§esam+llp✓ugeml>ah�ifulpbeme6rd.�+.edbye-1S'ah��tsanlagewePhgarSY18',vlihid'aczhighlarsmltpugpbt 3ua&g476061 21901.Ma1f�Apis¢A