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HomeMy WebLinkAboutTRUSSSOUTHERN TRUSS COMPANIES, INC. SOU —F—H E R. N SC MU RANDY,c'�r,SOUTHERNTRUSS.COM TRUSS 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 . (80 232-0509 / (772) 464 -4160 / (772) 318-0016 Fax: COMPANIES Project Name and Address: Oakland Lakcs Occupancy: X Single -Family Lot: 28 Block: County: Saint Lucie Multi -Family Truss Company: Southern Truss Companies, Inc. Commercial Truss Engineering Program: Simpson Component Solutions Plates By: Simpson Strong -Tie Contractor / Builder: Ryan Homes Model: 1452 Elevation: B Options: Lanai STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with Florida Building Code FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces as required by the following provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: --- P.S.F. Design criteria: ASCE 7-10: 160 MPH Top chord dead load:l_P.S.F. Top chord dead load: --- P.S.F. Engineer. Brian M. Bleakly Bottom chord live load: * P.S.F. Bottom chord live load: ___ P.S.F. Address: 2590 N. Kings Highway Bottom chord dead load: 10 P.S.F. Bottom chord dead load: --- P.S.F. Fort Pierce, FL. 34951 Duration factor: 1.25 Duration factor: --- Mean height: 15' Exposure: C *10.0 P.S.F. bottom chord live load nonconcurrent with any other live loads. This is an index sheet submitted in accordance with the Department of Professional Engineering. Tallahassee, FL. Engineering sheets are photocopies of the original design and approved by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 Al 21 71 41 61 81 96 2 A2 22 J2 42 62 82 97 3 A3 23 J3 43 63 83 98 4 A4 24 J31 44 1 64 1 84 99 5 A5 25 J3A 45 65 85 100 6. A6 26 J4 46 66 86 101 7 A7 27 J5 47 67 87 102 8-- A8... - 28.. J58 48 68 88 103 9 A8GL 29 J5A 49 69 89 104 10 B1 30 J7 50 70 90 105 11 B2 31 J7A 51 71 91 106 12 B3 32 LI 52 72 92 1.07 13 B3G 33 L2G 53 73 93 108 14 C1 34' MV2 54 74 94 109 15 C2 35 MV4 55 75 95 110 16 QG 36 MV6 56 76 I7 031 37 V4 57 77 18 04 38 V8 58 78 19 07 39 59 79 20 . 07A 40 60 80 As witness by my seal, I hearby certify that the above information ~ r is true and correct to the best'of my knowledge and belief. c Name: Brian M. Bleakly Lic. #76051 r 1 TYPICAL DETAIL (a, C O R. N E R. - 1---I I P NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. UP TO 265# = 2-16d NAILS REQ'D. 132.5# per Nail (D.O.L.Factor=1.00) nds toe nails only have 0.83 of © UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. HIP GIRDER 12 OVER O 9-9-5 CORNER JACK GIRDER '0 J1 A J3 Y _ U NGIRDIER) omJ5 use 2-16d toe nailTC & BC. H7 A LL i Typical jack 45' - --�r- use 3-16d\ attachment toe nail ®TG TYPICAL CORNER LAYOUT & 2-16d ?_I Typical Hip -jack' attachment CHORD HANGERS FASTEN EF2 GIRDER JACK J1-J3 TO HIP JACK GIRDER TC - - - - - -- 2-16dnails - - - - - BC - - - - - -- 2-16dnails ----- J5 TO HIP JACK GIRDER _ TC - - - - - - - 2-16d nails - - - - - BC --- - - - - - 2-16d nails - - - - - J7 TO HIP GIRDER TC - - - - - - - 3-16d nails - - - - - BC - - - - - - - 2-16d nails - - - - - HIP JACK GIRDER (CJ7) TO HIP GIRDER TC - - - - 3-16d nails - - - - - BC - - - - - - - 2-16d nails - - - - MINIMUM GRADE OF LUMBER LOADING (PS F) M. INCR.: 009 T.C. 2x4 SYP 2 L D FBC2017 B.C. 2x4 SYP 2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24" O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, Fort erceFL 3495 COMPANIES (800)232 O1509 � (772)464 14160 http://www.southamtruss.com Fax: (772) 318- 0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL Ca) CORNER - HIP NOTE: NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (D.O.L.Factor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. 12 OVER -iOIIII— u OA OA 'A OA OA OA 5-0-0 HIP GIRDER r 12 OVER �w 7-0-14 CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT Q UP TO 265# = 2-16d NAILS REQ'D. 0 UP TO 394# = 3-16d NAILS REQ'D. III III III III Ink J3 use 2-16d H5 toe nail TC & BC. ; Typical jack 45` attachment TYPICAL CORNER LAYOUT %\ use 3-16d `. toe nail ® T(�\ & 2-16d @_BC_._ Typical Hip —jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — — J5 TO HIP JACK -GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — — TC — — — — — — — 3-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — — HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — MINIMUM GRADE OF LUMBER LOADING (PSF) STR. INCR.: 25% T.C. 2x4 SYP #2 L D FBC2017 B.C. 2x4 SYP #2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24" O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, Fort FL 3495 COMPANIES (800)232 O1erce509 �(772)46414160 http://www.southerntruss.eom Fax: (772) 318 — 0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 0 n m e v y a w n, N t*E11J50 This product is preferable to similar connectors because of ?V a) easier installation, b) higher loads, c) lower installed cost, "' or a combination of these features. v� ....... All hangers in this series have double shear nailing — an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use df all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. MATERIAL- See tables below and on page 133. FINISH: Galvanized. Some products available in stainless steel or ZMAX® coating; see Corrosion Information, page 18-19. INSTALLATION • Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. • Not designed for welded or nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified. • HUS hangers available with the header flanges turned in for 2-2x (311e) and 4x only, with no load reduction. See HUSC Concealed Flange illustration. • Concealed flanges are not available for HGUS and HHUS. • See Hanger Options, pages 20G-202, for sloped and/or skewed HHUS models. • Other sizes available; consult your Simpson Strong -Tie representative. CODES: See page 20 for Code Reference Key Chart . These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. pr These products are approved forinstallation with the Strong -Drive SD Structural - Connector screw. See page 30 for the correct substitution and SD screw size. Model No. Min. Heel Height Ga Dimensions Fasteners W. H R Carrying Member Carved Member SINGLE 2x SIZES LUS24 2s/s 18 We 41A 1% 4-10d 2-10d LUS26 41/ 11 s 4'/� 1 4-10d 410d MUS26 41% 18 1546 5Yis 2 6-1Dd 6-10d 5US26 HGUS26 43,, 4-/i 16 12 1% 1% 5% 5% 3 5 14-16d 2D-16d 6-16d 8-16d LUS28 4'As 1B 1% 1 6% 1'/ 6-10d 4-10d MUS28 6% 18 1%s 6% 2 8-10d 8-10d HUS28 61kr16 146ft32816d HGUS28 6% 1%12-16d LUS210 4% 1%410d 8% 1%10-16d r = 1.See table on page 133 for allowable loads. I� R 10or4s s 11Ss'forq�(s 3 ; V•'= C Y H �r. LUS28 6 HHUS2111-2 (Truss Designer to provide fastener quantity for connecting multiple members together) ry--< 6MUs28 SIMPSON StrongTie •x s Qa 6 T HUS210 (HUS26, HUS28, and HHUS similar) HUSC Concealed Flanges (not available for HHUS, HGUS and HUS2x) th meaucea rteei height Double Double Shear —.� Dome Double Shear Nailing. Nailing Side View Shear Side View 'm`' (available on Nailing Do not - some models) Top View ��'. bend tab U.S. Patent 5,603,580 =_-Fr`-UF11110wableLnads; — SPAllowable Loads SPF/HFAllowable Loads Model No UQhfi'Flooi Snhw= Boot Wind UpliNi Floor Snow Rool Wind Upiifti Floor Snow Root Wind Code Ref. {afD} (10U) (115} _ {725) _ j160J, (160) (1D0) (115) (125) (160) (160) (100) (115) (125) (160) SINGLE 2z SIZES LUS24 490 670 765 825 1045 490 725 830 895 1135 420 575 655 705 895 LUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 17,F6,L17 HUS26 s1550 -2720' U95 = 3335=' -3335- 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26�1'.65' :`=93fi0{= ==4885 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 17, L17 LU528 . i 65 ;- 7UD„='`1255 36j)= s; 725 1165 1200 1365 14BO 1835 10D5 940 1075 1165 1475 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17,F6,L17 HUS28 2000 3965 4120 4220 3790 3960 40-70 4335 1720 2905 3D35 3125 3435 HGUS28 3015 6745 6970 7125 - 3015 6460 6705 6870 72752595 4960 5160 5290 5745 17,L17 LUS210 j65 r_]3;z d433520DD 1165 1445 1660 1795 227D 1005 1145 1305 17, F6, L17 3000 4105 4310 445D 4930 2580 3150 3315 3425 3815 132 Note: For dimensions and fastener information, see table above. See table footnotes on page 133. C= . These products are available with additional corrosion protection. Additional products on These products are approved for hisfal _,, with the Strong -Drive SD Structural - this page may also be available with this option, check with Simpson Strong -Re for details Connector screw. See page 30 for the correct substitution and SD screw size. Min. Dimensions Fasteners =• .;:• 'QF%SPAIIoivahfeJLoads =_:_= :._�._. �._. •� _ .. SPF/HFAllowabie Loads Model No_ Height Ga W H B Carrying Member Carried Member _' •Uplift';: :_(]60j;; :Floor•: _(100)_=.(115) Sngw"::Pion} I (125):::(T41... "=Wind Uplift' (160) Floor (100) Snow (115) Root (125) Wind (160) Code Ref. DOUBLE Zx SIZES LUS24-2 2'/ 18 3'/ 1 3'/s 2 4 16d 2-16d 440 800 910 985 1250 380 680 780 845 1 1070 LU526 2 43is 18 3'% 4'/e 2 416d 4-16d 1165 103©= 78U- =1280=; =1625 ; 1000 880 1010 1090 1385 17, FG, L17 HHUS26-2 444s 14 334s 5% 3 1416d 6-16d 7550_.r'?785=° ==3.155 Ogg 2265_ 1335 2390 2710 2925 3655 HGUS26-2 On 12 344s 5'As 4 20-16d 816d 35 ' 48.t-�--. `:5230, .:•5575' 1855 3750 4200 4500 4795 17, L17 LUS28-2 4%. 18 31/ 7 2 6-16d 4-16d 1165 1315 1500 1625 2060 1000 1125 1285 1390 1765 HHUS28-2 Ws 14 3% 7'/ 3 22-16d 8-16d 2000 4210 4770 5140 6440 1720 .3615 4095 4415 5375 17,FG,L17 HGUS28--2 Vs 12 3% 7i4a 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17 LUS210-2 6'/c 18 3'/ 9 2 816d 6-16d .57745 ` t783( 09D • a2265" _2 70:'. 1500 1565 1785 1935 2455 HHUS210-2 8% 14 Vs 8% 3 3016d 10-16d _._..._-, 4000_ -- =3635- -63SU ' _ _ -6880;'. _- 7165=: 3525 4835 5270 5380 5765 17,F6,L17 HGUS210-2 834s 12 344s 9% 4 46-16d 1616d `t 4095 '9100 =91D0, , =_910Q== - ]OO.f 3525 7465 7730 7825 7825 17, L17 TRIPLE 2x SIZES HGUS26-3 4"As 12 41%. 1 514 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 HGUS28-3 6'-Mo 12 4154s 7% 4 3616d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 HGUS210-3 894B 12 4% 9'% 4 46-16d 16-16d )_4_095` =3jiT0 ~9600 _-9JDp 1100. "_9100:: 3525 7825 7825 7825 7825 17, L17 HGUS212 3 10s/ 12 4% 10s/a 4 56-16d 20-16d 5045 9600 9600 9600 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4134c 125/e 4 66-16d 2216d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 QUADRUPLE 2x SIZES HGUS26-4 5% 12 6% 534E 4 20-16d 8-16d 2 5 ' 435_ - =48Z5 5523p;;._5575r: 1855 3750 4200 4500 4795 HGUS28 4 7'/ 12 6%s Ns 4 36-16d 12-16d 3435=. 46___ 4 y 46_0_° 4Sp _ 2785 6415 6415 6415 6415 17, L17 HGUS210-4 9% 12 6is Ve 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,F6,L17 HGUS212 4 10% 12 634s 10'/ 4 56-16d 2016d •—��_•045=: !?9600y 600 ,9600T _9k00 .4335 8255 8255 8255 8255 HGUS214-4 12% 12 We 12% 4 66-16d 2216d 5575= �7D1U0- 00100 _�010DR =10]Oq:' 4745 8685 8685 8685 8685 17, L17 4x SIZES 4% 18 3'/is 4% 2 4-16d 4-16d 1165 1030 1180 1250 1625 1000 BB0 1010 1090 1385 17. F6, L17 4'/B 12 3% 4% 4 2U-16d 8 i6d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17, L17 4% 14 3% 5-M. 3 1416d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 4% 18 3M. 6% 2 6-16d 4-16d 431' j =' � t315-i625 _2I160 - 1000 1125 1285 1390 1765 ]HUS48 6'/ 14 3%s 7 2 6-16d 6-16d 1550_ 1595E 813 7960 �Z0" 1550 1365 1555 1680 21156'A 14- 3% T/ 3 2216d 8-16d- - �2600i720 3615 40954415 5535 3% 7%, 4 36-16d 12-16d �235 46D_ '346[� r Z460 _7d6D 2785 6415 ' 6415 6415 6415 17, L17 18 Wo 8Y4 2 816d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 d0s12 14 3% 9 3 30-16d 10-16d 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165I7 F6,L17 HGUS410 12 3% 9 4 46-16d 16-l6d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825HGUS412 12 3% 11D'AB 4 56-16d 20-16d 5045 s96QD= _ 6D0=` 960� 9600c 4335 8255 8255 8255 8255 17, L17 HGUS414 VAS 12 3% 12% 4 6616d 22-16d 515n .. — "7d10p . =�UtOD : 1U1D0 ._10104' 4745 8685 8685 8685 8685 1. Uplift loads have been increased 60 % forwind or earthquake loading with no further T-ANSITPISPF, T-ANSITPISP and T-ANSITPIDF for allowable loads that consider increase allowed. For normal loading applications such as cantilever construction ANSUTPI 1-2007 wood member design criteria (see page213 fordeta/14 refer to Simpson Strong -Tie® Connector Selector software or conservatively 5. Loads shown are based on minimum of 2-ply 2x carrying member. With 3x carrying divide the uplift load by 1.6. members, use 1662'/i nails into the header and 16d Commons Into the Joist with no 2. Wind (160) is a download rating. load reduction. With single 2x carrying members, use 10dx1IN nails into the header 3. Minimum heel height shown is required to achieve full table loads. For less than and 10d commons into the joist, and reduce the load to 0.64 of the table value. minimum heel height, see technical bulletin T-REDHEEL (see page 215 for defarls). 6. NAILS:16d = 0.16Z dia. x 31R long. 4. Truss chord cross -grain tension may limit allowable loads. Refer to technical bulletins See page 24-25 for other nail saes and information. m ■ 133 I & Structural Composite Lriinber.Connectors ,. Actual Joist Size Dimensions Fasteners Allowable Loads Model No. Ga 1N H B Max DF/SP Species Header SPF/HF Species Headi F HU416/HUC416 14 ­"° '— Gz 3N6 13% 2% 3'/z x 18 HG US412 3' ,6 4 y o HGUS414 12 33e 12 is 4 Q m HUC0412-SDS 14 3% 11 3 HU68/HUC68 14 5Y, 5'Y,6 2'/ �O 5'/a x 7'/ 5'/z 513/6 2'/s P HGUS5.50/8 12 5Yz 6'%6 4 HU610/HUC610 5'/ 7% 2'/z f 531 7% 211 h 14 9,���9,/ HHUS5.50/10 5+/ g 3 HUC0610-SDSCk HGUS5.50/10 12 5'% 81% 4 U HU612/HUC612 5'/z 9% 2'% N 5% x 14 5% 9% 2'/z M v 11 % -11 % HHUS5.50/10 5'/ 9 3 - i HUGQ612-SDS 5'/2 11 3 - ti HGUS5.50/12 12 5'% 10'/z 4 - � is HU616/HUC616 5'% 12"/6 2'/z M p 14 5Yz 12'%6 2% Mi s 5'/a x 14 HHUS5.50/10 5+/ g 3 _ ts HUCQ612-SDS 5'/ 11 3 — v HGUS5.50/14 12 5'/— a HU616/HUC616 5'/ 12%6 2% MP u 14 5'/z 12'+/6 2'% Ma 5'/4 x 16 HHUS5.50/10 5'% 9 3 — HUCQ612-SDS 5'/ 11 3 — HGUS5.50/14 12 5'/ 12'/z 4 — HU616/HUC616 5'% 12'Y6 214 Mir 14 5% 12" /6 2Yz Ma) 5'/4 x 18 HHUS5.50/10 5'/ 9 3 — HUCQ612-SDS 5'/ ' 11 3 — HGUS5.50/14 12 5Yz 12'/z 4 — HU410-2/ 7'/ 9'/e 2'/ Min 7x HUC410=2 14 Ns 9% 2/ Max 9Ya-9'/ HHUS7.25/10 7'/4 9— HGU87.25/10 12 7'/4 8% 4 — HU412-2/ 7. 11Ye 2'/ Min 7 x HUC412-2 14 Ne 11 V. 21i Max' 11 Y44 -11 Y6 HHUS7.25/10 7% 9 3�s — HGUS7.25/12 12 7'/4 10% 4 HU414-2/ 7'% 13% 2'% Min 7 x 14 HUC414-2 14 7'/e 13 a 211 Max HHUS7.25/10 7'/4 9 36/6 — HGUS7.25/14 12 7'/4 12% 4 —. HU414-2/ 7'/e 13% 231 Min 7x16 HUC414-2 14 7'/a 13M 2'/z Max HHUS7.25/10 7'/4 9 33is — HGUS7.25/14 12 7'/4 12% 4 — HU414-2/ 7'/s 13% 2'/ Min 7x18 HUC414-2 14 7,% 13Ya 2% Max HHUSZ25/10 7'/, 9 3 6 — HGUS7.25/14 12 7% 12%6 4 — 7x14 to 30 For additional hangers see HGU/HHGU on page 107. See footnotes on page 105.- ace Joist Uplift Floor Snow Roof Floor Snow Rao (160) (100) (115) (125) (100) (115) (125 IIn 20-16d 8-10d 1515 2975 3360 3610 2565 2895 311C ax 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 - 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 - 66-16d 22-16d 5515 1 10100 I 10100 10100 8685 8685 8685 - 14-SDS'/4'x2 z° 6 SDS''/4'x2'/' 2510 5460 5560 5560 3930 4000 4000 n 1016d 4 16d 900 1490 1680 1805 1280 1445 1555 ix 14-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 n 14-16d 5-16d 1345 2085 2350 2530 1795 2025 2180 x 18-16d 8-16d 1795 2680 3020 3250 2305 2605 2800 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 12-SDS''/4'x2'/' 6-SDS''/4'x2%' 2520 4680 5380 5715 3370 3875 4115 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 1 16-16d 6-16d 1345 2380 2685 2890 2050 2315 2490 c 22-16d 8-16d 1795 3275 3695 3970 2820 3180 3425 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 14-SDS''/4'x211' 6-SDS'/4'X2W 2520 5315 5315 5315 3825 3825 3825 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 20-16d 8-1Gd 1795 2975 3360 3610 2555 2895 3110 26-16d 12-16d 2695 3870 4355 4695 3330 3760 4045 30-16d 10-16d 3735 5635 5380 6880 4835 5480 5910 14-SDS'/4'x2'/' 6-SDS Y4'x2'/' 2520 5315 5315 5315 3825 3825 3825 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 26-16d 12-16d 2695 3870 .4365 4695 3330 3760 4045 30-16d 10-16d 3735 5635 6380 6886 4835 5480 5910 14-SDS'/4'x2'/x' 6-SDS Y4'x2'/z' 2520 5315 5315 5315 3825 3825 3825 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 20-16d 8-16d' 1795 2975 3360 3610 2565 2895 3110 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 14-SDS %'x2Yz' 6-SDS %'x2%' 2520 5315 5315 5315 3825 3825 3825 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 - 14-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 18-16d 8-16d 1795 2680 3020 3250 2305 2605 2800 30-16d 10-16d 3735 I 5635 I 6380 6880 4835 5480 5910 46-16d 16-16d 4095 91D0 9100 9100 7825 7825. 7825 16-15d 6-16d 1345 2380 2685 2890 2050 2315 2490 22-16d 8-16d 1795 3275 3695 3970 2820 3180 3425 30-16d 10-16d 3735 1 5635 1 6380 1 6880 I 4835 5480 5910 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 20-16d 8-16d 1195 1 2975 3360 3610 2555 2895 3110 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 2616d 12-16d 2695 3870 4365 4695 3330 3760 4045 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 6616d 22-16d 5515 10100 10100 10100 8685 8685 8685 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 r Code t Ref. 19, L12, F8 19, F23 19, 1-12, F6 19 19, 1-12, F8 19, F23 19, L12, F8 19, F23 I 19, L12, F8 i 19, F23 19, L12, F8 19, F23 19, 1-12, F8 19, F23 I N 19, L12, F8 a 19, F23 a 19, 1-12, F8 W 0 19, F23 0 Y 19, L12, F8 19, F23 e 19, L12, F8 0 U 19, F23 19, L12, F8 19, F23 MINIMUM GRADE OF LUMBER 11 ; UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1x4 'r"—BRACE, 807. To Chord 2><4 SYP Z SPF1�#Z or bolter LENOTII OF WEB, VALLEY WEB. SAME SPECIES AND GRADE OR BETTER • ATTACHED P WITH Ud BOX (0.135'x2.8 NAILS AT 8" 00, OR CONRNUEUS LATERAL BRACING, Boil. Chord 2x3(+) OR 20 SP #2N OR SPF #1/#2 or batter EQUALLY SPACE, FOR YERiICAL VALLEY WEDS GREATER THAN T-9'• Webq 20 SYP #3 or butter MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'-0". (�) •2x3 MAY VIE RIPPED FROM A 20. (PITCHED OR SQUARE) TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITHr PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS (") ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITHr INSTALLATION (2) 10d BOX (0.13V x 3.8 NAILS TOE —NAILED FOR `R PVP;;UNS AT 24" 00. OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN FBC 2OD7 ASCE 7-10 —j MPH WIND. OR _Wr MEAN HEfOHG ENCLOSED BUILDING. BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON EXP. C. RESWENCIAL. WIND TO DL-0 PSF. ENGINEERS SEALED -DESIGN. CUT FROM 2xe OR LARGER AS REQUIRED 1.4' ' 0" Max YZx W2x 2x+ I W-0" Max 6'-0"Max Spacing 20'-0" Max (**) • SUPPORTING TRUSSES AT 24- O.C. MAXIMUN SPACING, I (''•)BENEATH THE VALLEY IIS SPACING URED ALONG THE SLOPE OF THE TOP CHE TOP CHORD OF ORDRUSS (*q) LA GER SPANSEEDI2M BE DUILT AS LONG AS THE VERTICAL HEIGHT DOES BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. (2)12d I SQUARE CUT SQUARE CUT (++)TOE NAIL TTOM YOLUY CHORD W2x WZx BOTTOM P ORD VALI.E'(. OPTIONAL STUB OPTIONAL HIP END VERTICAL • JOINT DETAIL se►F vv ca r- rn I r--1 c� Erection bracing Is not the responsibility of buss designer, plate manta odr Was faKaio4 persons orccUng basses are oaulbned IQ seek prop SOUTHERN addce regardtng erection bracing which Is always required to prevent 1 1ry�+ Fort Pierce DiVlsior and dominoing during erection; and permantnl bracing which may be regi TRUSS 2590 N, Kings t1L hwaY, specific applications. Sea ICSI-01 Summary shoal Commenlory and recoi Fort Pierce, FL 54g51 dollons for handling, Waiting k bracing metal plate connected wood trusses COMPANIES (800)232-0509 (772)+84-00 Trusses are to be trected and fastened In foe(enrd in a slmyhl end plumb Fax:(772)318-0016 where no sht; Is applied dhectfy to the top chords, they shall be bra speciRtd on the bass design. Trusses shall be hondis With reasonable care ' trecUm l0 1 de, J . FRAMING TC LL 20 20 PSF TC DL 10' 15 PSF BC DL 10 10 PSF BC LL 00 00 PSF TOTAL LOAO 40 45 PSF ItHI Olt WOR 1.25 1.25 OF VEffrM C3i .bfE�t 1EHn cl SOUTHERN TRUSS COMPANiES h0�,//am.a.ulhamlrv......0 Group �-ipscn in io � , REFER TO CHART ABOVE FOR MAX OABLE VERTICAL LENGTH rrection bracing b not the respormibllity of ImBe designer, plate manufacturer nor Iran lubricator, persona erecting trusses are Cautioned to Bush profeosionsul advice regordlng erection bracing which Is always required to prevent toppling and dominging dudng erection; and pernwnent bracing which may be required in Fort Pierce Division spocifla opplicatlons. Sol 'BC51-111 5unrmory ubeat Commentary and recommen- Maximun Total Load 60 P5F 2590 N. Kings HI hway, dallons for handling, Indamng & bracingp m.lol late corinecicd nood trrsses 01). Fort Plerce, FL 4951 Trusses are to be erected and fastened In loitered in o ebslght and pplvmb posTbn (000)232-0809 (772)454-4160 where no ehealing Is opprod dreclly to the top Chords, tiley shop be braced as SPACING AT 24" O.C. Fan:(772)31 B—o01 B eaecili.d on the buss design. True shay be hand]. with reasonable cots during pg gy�a� �ta,a� MINIMUM GRADE OF LUMBER Top Chord 20 SYP #2 or better Boll Chord 2x4 SYP #2 or better Webs 2x4 SYP #3 or better REFER TO SEALED DESIGN FOR DASHED PLATES• SPACE PIGGYBACK vmnCALS AT 4' OC MAX. ITOP AND BOTTOM CHORD SPUCES MUST BE STAGGERED SO THAT ONE SPLICE 15 NOT DIRECTLY OVER ANOTHER. ATTACH PURUNS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMrITED, PURUNS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS DETAIL IS APPUCABLE FOR THE FOLLOWING WIND CONDITIONS: L(" �Q—MPH WIND, 30' MEAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN ROOF, 1 MI. FROM COAST CAT I, EXP C, WIND Tr_ DL-5 PSF, WIND BC DL- PSF 140 MPH WIND. 30' MEAN HOT. FBC2010 ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF WIND TC DL-5 PSF, WIND BC DL-5 PSF. FRONT FACE (Xe') MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. 12 MA11FI� OPTIONAL SPLICE D WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 1x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND 807. 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. 2' Typical B I I B B I I B D—SPLICE I B B I B . � I *ATTACH PIGGYBACK WITH 8"x8x1/2" CDX PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES ® '4'-0" O.C. MAX. JOINT TYPE SPANS UP TO 30' 34' 38' 52' A 2x4 2.5x4 2.5x4 3x5 B 4x6 5x5 5x(3 5x6 C 1.5x3 '1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 SO TERN Fort Pierce Division 2590 N. Kings Hlgheay, ran: nerve, r� J49A1 COMPANIES (B00)232-0509 (772)464-4160 Fex:(7721316-0016 W ca r— rn o r 1 c� Erection bracing is not the responsibility of truss designer, plate manufacturer nor truss fabricator, persons erecting Irusses are cautioned to seek professional aNce regarding erection bracing which Is always required to prevent loppring and dominoing during erection; unit permanent bracing which may be required in Specific apprlcalione. See 'BCSI—Bl Summary sheet Commentary and recommen— datiorw for handling, installing do bracing metal plate connected wood trusses (11,I). Trusses are to be erected and fastened in fastened in a straight and plumb position where no sheaf ng is aPpried direclly to the lop chords, they shall be braced m specified on the truss design. Trusses shall be handle with reasonable care during �,ewti;n to prml damage. —.--- C Maximun Loading 55psf at 1.33 Duration Factor 50psf at 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING AT 24" D.C. SCAB -BRACE -DETAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T-Brace) is impractical. Scab must cover full length of web +1- 6". **` THIS DETAIL IS NOT.APLICABLE WHEN BRACING IS ` REQUIREDAT'113•POINTS OR PBRACE IS•SPECIRED.- APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3" X 0.131") NAILS SPACED 6"'O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 Ibs MAXIMUM WEB LENGTH=-1Z-0" 2x4 MINIMUM WEB -SIZE - SCAB BRACE MINIMUM WEB GRADE OF #3 Nails /Section Detail ®� /Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. T-BRACE / I -BRACE DETAIL Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length. i Note: This detail NOT to be used to c6fivert T-Brace / I -Brace I webs to continuous lateral braced webs. i Nailing Pattern T-Brace size Nail Size• ( Nail Spacing 1 x4 or 1 x6 10d 8" o.c. i 2x4 or 2x6 or 2x8 ( 16d 8" o.c. jNote: Nail along entire length -of :T-Brace / I -Brace. (On Two-Ply's Nail to Both Plies) .. alternate position ` Vt WEB Nails j Section Detail rF T-Brace r� Web L- -J alternate position Nails Web i I -Brace Nails Nails SPACING T-BRACE _ Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2- I 2x3 -or 2x4 1 x4 (*) T-Brace 1 x4 (*) I -Brace 2x6 1x6 (*) T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 12x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 12x8 T-Brace 2x8 I -Brace T-Brace / I -Brace must be same species and grade (or better) as web member. (*) NOTE: If SP webs are used in the truss, •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/I-Brat For SP truss lumber grades up to #1 with 1X_ bracing material, use IND 55 for T-Brace/I Braci L-BRACE DETAIL Nailing Pattern . L-Brace size Nail Size Nail Spacing 1x4 orb 10d &',o.c. 2x4, 6, or 8 16d 8" D.C. Note: Nail along entire length of L-Brace • •' (On Two-Ply's Nail to Both Plies). - WEB _A SPACING 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 .2 2x3 or 2x4 2x4 *** 2x6 2x6 2x8 2x8 *** —DIRECT SUBSTITUTION NOT APLICABLE. Southern Truss Companies, Inc. Truss: Al •� 2590 N. kin Highway � °� Y Proiecl I�BI,e: lase$ 1-nlsmrho6per. dhc SOUTHERN TRUSS. Fat Pierce, F134951 Date: 612018 I0-3o-17AM "-Y^reds 6mm COMPANIES. (800) 232-0509 (772) 464-4] 60 (772) 318-0016 Fax Pag= I Of) Tho *,sia>_ 2017.11 [Build 21 Material Databac %er6= 1-%5 Span Pilch Qty OHL OHR CAM'1, CANI'R PUB Spac'rllg WGI'/PLY 4240 5 /12 1 am Oho Ih0 1-00 1 24 in 2021hs 424)-e 6-10-1s 6-8-3 1 7-0-1a 7-4-14 ' i s-8-4 6-10-15 + �— 6-10-15 13-7-2 21-0-0 28-4-14 35-1-1 42-" 5x6 - 5 12 12 5� —�5 3x4 / 3x41 4 6 3x5/ 3x51 3 7 d' 1x4% 1x4/ 8 " 4 2x10 I 2x10� 0 Sx5 _ 5 _ 1 1 9 9 T15 14 13 12 11 10 3x4 - 4x4 - 3x4 - 3x4 - 4x4 - 3x4 - 04-0 0-0-0 8-2{ 7-10-6 7-10-0 7-10-6 &2-6 1-0 M 9.2.6 17-0.13 ' 24-11-3 32-9-10 41-0-0 2 Loading, General (A Sununary Deflection L/ clod) Allowed T—d (pd) 138gGA- FBC20171 TC: 087(SA 561CR Obn Ln63 (I2-13) L1130 TCLL: 20 TR 1-2014 BC: O15(10-12) VhAS_ 076n L/939 (12-131 L/240 TCIL: 7 RpMbrl— 1Es %: 0.74(S-IZ RnCR 0.17h 9 BC1L: 0 DOL: W% CrapThmrl-20 BCQ,: 10 PNe01is4s(J.\'9'AV1 (1:442,1.9A) (2",3-13,4&) (30-11,1-10>1) (4flOj13Z2) (50O1,13R) (6",34322.) (7AI1,1-IO,L) (S",443,44) (94421-90.) 000&.90.) 01002-0.Q) (12a&VW) (130033Q) (140W-OD) (1500330) Reaction Summary Jr Type BmCnnhp B1yWrdh Ms4rbl PAP-Vtlh Max Rea M-Csa LW M.Wid1W Ms Lbm Mavlixv I Pn(W41) 1 Sh Commifa¢my 300h I,D41 bs - -098 bs its-128trs 9 HM(MI) 1 8n Ca*�Mam" ION, -69Sla i98 bs Otv: Material Surnamy Bracing.Summary— - TC s•(AL£06-203)K-2:0 --TCD—ig s. 1dan.csar2-4-AP.SdL�pby0h-. BC SP(AL906-2013)SSN4 BCBniIs," - 9rat.sinRaiK.14-11.gR f dakphyoh-- 11.14 SP(AU .2013)R_2x4 WRa SP(X—'C&20Z)ON4 Loads Summary gThs„�1n<bm,a�a)rat dr�aYolnp�roporaexxdr et>sapt�mdmd; 21Th'sauehashmde�nedfnti iT pfwidl d;naondanzwi.44.E7-IO.N.fpfpUw,g—ddivdip¢160mphWnrkEv{naveC,FuNFi ia.>4CnlrrFf{.BwNngCS�•ayll (I-IfglOwalBl ➢ies400x4733f(h=15f6MrAZu Tm2}N wadwbaneidff LD PIbO,CrZm Wrdb4Q 3) M'nmwn �� � W dirs b aucrdanxv%i 7BCTabk I607.I leis mhm appf� Member Forces Summary Tb�id�r,at*>gmaxc9,m%sxulfonC(mimm�p.fn¢dddfaaYfronmxe%alfw¢� TIC 1-2 0.742-3$251u 45 0369-2627bs 63 QNI -3406h 24 0.741 -1406 bs 56 OS69-2627bc &9 Q742 -3625 bs BC 9-)0 0.474 3,293 bs (-Ij93bs) 12-13 Q754 19266s (-766bs) 13.1 0.474 3293 bs (-1;991a;) 10-12 OR 1 26466s (-1.193M I115 O231 2AMN (-1.197W- - Wft 2-15 Q133 408hs 543 0.737 $iS is (-382 h) 6.10 03% 6351n 4-I5 0306 6351n (-'L41 bs) 5.12 0.737 835In '(-3ffi1e) 8-10 (1135 -xN b; (-2sl h,) 1 I I I I'///// 413 0.670 -71Sh 612 0" -718N \\\`111I NIA _B����i 1)Th'slog cba.dmASCE7-1G—dmpolyt.M7R.* Huili;gCr& 211&+QtandliozQt.retnotialaidMeo®Iddkmet8xgfnekadplefxoapnmpmnofddlmxlduvdudtoQmnpiadu,[lil \ V \ j � Tl.+i{;n-I)v 0ilanxda.�.7�A1VTM 1. \ 3)Agnyaxuol£wor.Cq�ID7,haslunspidntryhehualnsanr.L�-�mva11•as pei0dlyteTnncMsmiGu.n(rrAFA.Ti51-2Q125rvn242 4)[adwidegklnaox¢banlmMW'FRSWjkediQ. � / / PE17605 r I - - i� ,c� •�� OR1O / �\ %NAL KlI10Elmpjoftl,'sd�draihfmiehatlntee�nm�+amvx.Th:Awn.d'lwidiifinl.uaWnafmh;e nae6 aM rmunmeeny�pFnlfn•Ir_?ivs;3AsnJ ucsixfi�upnle;:�maac}'aidurripkvnsofteilfixnaemvfoh ln•h;BudTm_ Briar) M. B1eald-, I)<@ia.A�Imtusdrewi�idlaBasGe+rcxofpvfexivrolag.:urngiepxdias•rd}s0rteneamnnwadx�ndgwnSx•MaN•:N�rdtl>L-In. ,niunlnfrviraux�fiCval*iw pigefm.dinxalufomeepn,AiaxrnrpLtch,lhe Fi�e.rKK1 newdaaaalbySmpan3e.eg-7-xCmpapytn�basrdv xu�F9t-2762..4tOer¢apt�Bert�pw�uilaslc�urnipl�4-�e'slNwedEye=1$'Niid-,:du,�sap lRp�ug Cu"'�IY,Nh iid'ursa hjA-.lSpIW.,Ne �59(I K Krm }: F 14ne Fl?49S i Truss: A2 '' ' Southern 'Truss Companies, Inc dddhhl- �,e 11445c2B 2590 N. king Highway SOUTHERN DNect TRt1 S5 Fart Pierce, F134951 bete: N112018 10-3Q:17AM cangx (1a1t Sol IDa(>STM IgGMRr' N IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax p't: 1 of 1 Tniz Nkfso¢ 2 017.7.1(BiOd 21 Material Damba-c vcrs cm 1565 Span Pitch Qry OHL OHR CANI'L CA,\TCR P11ES SP3cir)g W(T/PLY 42-M 5/12 2 04M ON 1-0-0 I-0-0 1 24in 2Wllz; 42-" 6-115 6 3 5-10.14 3.0-0510.14 -� � 6-8-4 I 6-10-15 _ VOL15 13-7-2 196-0 226-0 28d14 35-1-1 424)-0 5x6 HS 18 / 5x6 HS 18 \ 5 6 12 5F— 12 �5 3x4 / 3x4 \ 4 7 4x5/ 4x5\ 3 8 m 1x4\ 1x4/ 9 4 2x10I 2x101 .. 5x5 - 5x5 - 1 10 T16 15 14 13 12 11 3x4 - 4x4 - 3x4 - 3x4 - 4x4 - 3x4 - 0-0-0 0-0-0 1 8-26 7-106 7-106 7-10-6 8-2-6 1-0-0 326 17.0-13 24-11-3 32-9-10 41-0-0 2 Loading General CK &munary Deflection Li (loc) Allowed toad ((� 131ig(bde: FBC2)I7/ TC: M(45) W+C7C 059 i, L/781 (13-14) L/180 TOLL 20 TP11-2A14 BC: US(II.13) 1btLL 025n L/999 (1344) L/240 TC(L: 7 RmMhrlm— 1a Wb: 0b7(¢I4) H-CR 0.17h 10 H=: 0 DOL: 125% CIMF—II'o=20 BCQ.: 10 AaeOffsa(3ndC,YArig): 2,1-9A) (2A0313,48) (30-12,1.144) (41MZ1.3 f (5A3y10,14) (6A-Iy10,14.) (79-0}13,L) (8412,1-I4,22) (9D4ti13.481 (IQ4121-9A.) (IIA4)330.1 (12A02-0D.1 (13A4)330.1 (14A0}SJL1 (ISA02-0A) (166U3-.40.) ( Reaction Summary . 3I' Tvne B.C.ra. BreWdl, Maeb1 Rgd&elltdh Mu Ran M.GavLbfdl Max1R41.1+Tfi MaxLw M-HYb 1 PM(M) I 8b Ca Mtm ay 30(th 1,619b4 - -Mbs -693h -1191. 10 HR CMI) I Sb Cn M—ry 300b 1,6191E - L'98hs -693N Ob. Material Summary Braces Summary =— - TC SP(AL9C>L2013)Q2f4 _ TC3= w Shm#.A-gt.1&20XC BC SP(ALCbY113)552.4 Q4ax - SCI)re,ig y+anda}1aGKa,410IIP+aS+dn}nby0has _ 12-15 SP(ALS06-2013)0220 Wtu SP(ALSO'2012)A3N,I Loads Summary I)Th'stuahathmidcaialfgrledFaaAeq IO�htC+ndn,d ivelnd(iridadludi 2)Thi;tushazbendegr�OrO+gdTeEoiuid la4ina�da,m:hAA',E7-IOni+hefol�+vgusrQfmliq:t 160rty/+utimtFq�reCiWyFnl.asLCni+t;Hp,Hdi:q;C3+gwry110�ItUy;O.e:+IBtIF IS+s40fir4133 fth-IS QT3xEnd7atTn �N9radwd+mrtilmd.lX[.=I/f1,OCZvrN dd+4 ft 31M'nmmsragrrrchaSgnagvdanmwhiBCTa1t1607.t kssnotbm+aFpfid . Member Forces Summary TabridaesMsdvlgmuC4.mxnaulfvn(mamrycixcJdlmmfnnmi<arulfo� TC 1-2 0.7.54 .3973 bt 3-6 om4-2,1131e 410 Q754 -3,573 be 24 0.76S -3352In 67 0.848-2j701n 4-5 QS4S-25701s 7.9 Q768-3352tx _ HC 10.11 Q474 V46hs (-I fMbl) 1}14 Q774 1998bt (-M6-) 16.1 OA74 1W to (-Ib531.) 11-13 U5 25901a (.126?hs1 1416 MI 25901% (-]=I,) 1 Wbc 2-16 QI37 415N 5-14 0545 777 bs (.357h) 7-II 03M 642 bs Om tc) 4-16 030E 6421x. (-L43 t>F) 613 WAS 7771s (.357 b;) 9.11 Q137 -415N 414 "71 -707U, 7-13 Q671 .7076s i� nTtisdagn-sha�gn4SCB 7.loasnf .xd(y1tm 7llrit+R+iG+BCaYy�GENSF���-�-�i \ � � 2)�CRardliorzCR:uehna6alatdlt:vonaihflvb::.Lt+FeMdplsMvgPnr+gtnenntMi�a++L�odadks+dn�n(uidsl]41 I1.+0:n.11.:l]O, Lf.nn+untnr++e+.AT�y/fPl 1. 3)ATmWY-9fuw.C,-IAQ)��na�l,(�h4�,t��aln�npd 4)1lvwided�asdrai0�npn�m(Cridite j PE 7605 �> _ _ 1 s)Liada d pffi k h .,W� Kf%VFRSQ,y(m&1;� 1 I �O`\�I�(r� `,4 ORIID-,-' ��\ •. S10NA l IENG NOfICEAmpjnfhi;d�vmduibe6n+i +pfoh winun+amr.Tr+l ngfhei�ntwirur�i�,nlm6�:r+iav%aM,apduroaap,+5a1(; IrTmv,Mamt maninias+nxidr:wcag•x+rim+,•+l �arh.b0mniui:nG.f+M•deli+iii Brim M. Blea:t" v T�{'+jcAsalmheda++i+gi+Sress-q..- flmfe,dnlmei+nr:�rtptrci�S++d}j lir7xru�gngtr�awkga+4+oxn4elra*w ryguNld'Inyrawolnfmunnd�Rr.+1�:Y'ry�AtanSnrali+fcmaiir,AlarvnxrPLednth. &-bv45iK61 namffaonajlySmpzn3lr�Ti•Cnnryrrylmnam.rtusvid+[\R-27fi..4t¢nm•p§nsrc3lri{e+vfieie�rXuilocve'sfds.c.(ya-18"n,id,i�a+san lS;a�-P7+i+v�ISwifd+nfiaahFhu�in l8ya+�ry+!+e 259(li�'I:.esi{e�kPnL;fi3a951 I Truss: A3 Ir Southern Truss Companies, Inc. 2590 N. kings Highway Project Name: 1452-}3 N me: SOUTHERN (145 Troject TRUSSS F(at Pierce, F134951 Date: 611018 M-W.18AM Con7pcxlefaSolwiealM CQlS PAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pare: I Of I Thrs %Fason:2017.7.1 [Buld2] Material Datibme version: 15M Span Pilch Q}' OHL OHR CANCL CANER PIRS Spacing w�IPLI' 42-H 5 /12 2 00-0 00-0 I-0-0 ]-0-0 1 24 in 207Ins 42-M 5-10-0 b10-0 -; 5-10-0 11-1-5 17-6-0 24-6-0 30.16-11 36-2-0 42-M 5x6% 6x6- 5 6 12 12 5F— �5 3x4 / 3x4 b 3x5 / 4 7 3x5 0 3 8 1x4% 1x4/ 2 9 4 WO WO 5x5 - 5x5 - 1 1 10 T16 15 14 13 12 11 3x4 - 4x4 - 3x7 - 3x4 - 4x4 - 3x4 - 0-0-0 1 7-9-0 8-9-0 7-0-0 0-0-0 8-9-0 7-9-0 1 -0 5-9-0 17-&0 24-6-0 33-3-0 41-0-0 2 Loading General CSI Summary Deflection L/ (loc) Allowed load (pal) B8g(bde: FBC20171 TC: 076(44) VnCR. 039n LR33 (II-12) L/180 TQL: 20 TRI-z7u BC: Offi(14.16) VAU- 03u L/999 (1y14) L/240 TCOL: 7 Rq)Mbriro . V. Rlb: 029(7-13) Fb.OL alai, 10 HCL: 0 OOL: 126% OvpFam;Ra=� BCQ.: 10 Ph.offss(WCOT): (I:4.12,1.9pJ (20031336) (31YI1,1-IOZL) (4OOj.114) (5b1311,7M) (@I.12;1-W1 (740313A) (3411,1-10,�1.1 (9A434336) (104I21-9A1 (IIO0330.) (12/1fL4)A) 0300380.) (14:1.123-9A) (150024)O) (16M3-80) Reaction Summary If Tune &cCLnho &R10Ni Mead RndBnrMih Ma Rya M.0 vlbi0 Max\\hdllpNi MaxLNh Maxlk— I Sn Cm,etMasxvy 3D0b 1591 bs - d331n 16A91x: 1071s 10 Hw(vaq I Sn C—.M—q 3fpb I01bs - -6981. .683 bs at, Material Summary Bracing Summary --- TC SP(A19762.013)i22x4 TCB .q: byoh.. ac SI'(M-IC6.'1013)SS2x4 - .qx - BCBadrg 9aa1xfa11xivsaz4.441,AuFdv�mb701ns 12-15 SP(AL1QiX113)022,4 \V(s SP(AL936-2012)$82x4 Loads Summary 1)Tbcmbasb=desndfbf dN cdutb IOpaibam,hxdkehdptsdeadW& 2)Thirualrsshmide�dfarhMt ofuidtrudbaaumrmJ.�7-InwhlKrvkrvq;u�sAi..il ita¢I(nngiiWnanBspwve�hdi•F+.tndCut+bHp,BuLi�Q4'nYnn=11101nea18k� Dhs4011x4733fth-15 ftNxFnd7.e Tnea M!wud%,6= 3.d.DU--W,OCZm Ardh40 31M"nrmmaa8eaaha&gna®rdan¢�uti1BCTabbllA7.1 t.,mb iaB3d Member ForcesSunuary TabkndxsManl�iC)maxCSl,mxaxulfra(maxaxryr.foaGdnfronnax:¢hlfmj TC 1-2 0386 -3-W 1. S6 A73S -2=ts 940 O-S%-3559ts 24 OL64 -3j03 he 6.7 0.761 -2.468 is 4-5 0.761-24681s 7.9 0L64 -3309N BC 10.11 0'09 3,241 ha (-1,7291s) 1344 0310 22ZIs (-=h) 141 a-ls 31411s (-1,7301s) - 11-13 0379 L7(Ots (-1.4401u) 14-16 03S6 27lA hs (-IAi9is1 5841s (-2051=1 7.13 0^91 •7.141s 1lRs 2-16 0124 .3521s tl4 -6.4 71 4-14 ' 0_9O1 -7i31s (•136h:1t6-I OEM 5351s (•11941s) 9.11 0a71 3g51 M (1361s) Notes: ;LENS�I�)�/i \ 1)ThKdslpi;h,,day,WE7-I0eaideandbyte317F1xihIMf.pCa6_ 2)VnObarclHorzCRarelwwualanfhsieowlhllnosd<tni,c(x�dplstea�ampu.rnvfdtkfnidmridexl b�d,mnpo�asRtl LLf(Ra-I)xl� Ix.nwu�Uarti^.w'di.41Wn11. 3)A9�Fi'amNfaa,Cq=I111,hmlmiapta,dolx�nc�al,vlxxasXniGdh7•heTn�MamdaaiavpsA1.S10771-XI MS-2.42 4)AmdnAquaedreralsnlmunpxdiie \ v / C �`-• \ � (1 \ ~ PE j7605 / 5)®Inde�snnvanshaxiresaia(Q,Rlaqu:alaNwMue{s).4futtWn snfQ-rt muafwiyw�Ji�prnfj•h-.wiLaxl1\1'QkIIt1,RMCt. fv alm,u asuQJi nixio"n;x.ulM,,igw 1 ( i n\\�F21Rm•1ul(a — � I I 6)rixslaidrgNl`moirrslxtv)ro M1VF1(sQOylndig �.I.li— a 1 , 117I7�Am1y0fh's8�'m9vlhefivn' Dheudenmoamr.11e,k{, Offu;ixfi iialnia KtuxilMh.'mwuwdngn:uwro955+:illyhrl'rw:Na,u�„r<a,dn �y..,trace,g:o>i.,.�u,.:x.:.tt�;:,fmmdx,a�hmnul4m��'n< Iiriw M. i3l:2id. ihpinAxalmhi;dawi�id'cvesaa,•wmrofrdeo..almgi�,airy,q�cradg•snitufade�t.ssm�yxruude�n-0vnnSet,ame•{u� rvitA'7rm,.x�uelnfmmmn.hGmaiti�r;-FvLrfica3iuxxli�rmmenArarn�lJ,tdvlte y,�Fn,. t7(2S1 I marufaamlly5'mftvnSevr4 TiCmgvrtylv_naaixm�. i4F3R274'_.Ararnmx(1+c�arL3lganp;rmlMYedx!1,ha..'<i:ivtnallyn-lY'uhfiid'unxn lS,•r:4pl,ecv'E:Ib',wtidi:vtnesn h'eJ�nwnlSgngnph: Li4)I. I:nc�lfJ.k Rn�Flv951 Southern Truss Companies, Tne- Truss: A4 SOUTHERN 2590 N. lcin lli ' uuy � °� Projwt1\1dme: 145243 ThwDeimm- me + TRUSS Fort Pierce,r134951 Date: &1/2018 10,3119AM CWgWc'ASoda.S— COMPANIES, (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pago: 1 Of I Tnis Vwgxn 2017.7.1 [Build 21 Material Dataha9c vL6= 1565 Span Pitch Q(y OHI. OHR CANCL CANER PLIES Spacing WG77PLY 4240 5 /12 2 0lm 00-0 140 14W 1 24 in 207 N — 42-0-0 -- — —1 7-6-14 7-11-2 _fr0.13 _ 4-11-3 7-11-2 7-&14 7814 154-0 21 {r13 26-6-0 34-5-2 42-" 5x6 HS 18 - 3x4 - 5x8 HS 181 12 4 5 6 12 5[— —IS 3x4 / 3x4 \ 3x4 ! 3 7 3x4 \ rn 2 of 8 ab Y WO 200i 0 Sx5 - 5 1 1 9 9 T16 15 14 13 12 11 10 1x4j 4x4-3x4- 3x4- 3x7-4x4- tx41 0-0-0 04)-0 1 6-6-14 7-7-2 Sb7 6-2-9 7-7-2 6-&14 1'�' 7$14 15.-2 20.7-7 26-10-0 34-5-2 41-0-0 42-0-0 Loading General CS1 Summary Deflection L/ (loc) Allowed rmd (pi) BDgcgdc FBC20171 TC: 094(&9) VAR (16h LIM (12-13) L/180 TCLL: 20 T111-2014 BC: 097416-11 V.LL. 0236 L1999 (12-13) L/240 TC0L: 7 P pMb l—: *s Wb: 035(&12) )-M, 022h 9 BaL: 0 nOL: 125% C,apFa ,K-20 BC OL: 10 i4+COfi�Qr¢�'1'Ju1gc p!F12.IA. f).) (2:1-12,34 2) (30-11,1402-7) (4D.13120.) (5:1-I2,3$(t) (604k3AI1) (7r411,1-1071) B:t-12i122) (94-121-9A1 (IODQ3390) (I Ir1Q2-0D3 (I+�-03-50.1 (13:1-I2330.1 (14:1-17480.) (15002-0A) ([6r103$9(p Reaction Suuumry IT Tmf Ekgc.*c BpVAM Mevel RgdBeWdb M.R.. M..CmLbSft M.'AW1NO M-L1118 M.H it 1 vb(ml) 1 8u Cu M—y 3.006 15631s -M hs 698 h4 95t6 9 HROI(RMl) I 3u C—Ma.vy Voil 1'Win - 6986s -Mb, Ore Material Summary Bracing Su¢mtary -- — TC SP(AISOG3713)M.4 TCBmag: 9,a/,siorPuinalb341,liaL, 'w,b)fkns .. BC 9'(AM,2013)1r:2x4 BCB &q 9xa4Wahaiwat3-94*fi dj�byC9— W!n 9'(4Lg0.-3012)932,4 Loads Summary 1)7lwaualresbgndpxdfmf.a &m 10p4b m"diudf ebAplcd dt.&, 2)Th'sn�hasbm,de �rorl,edl�nfuid kud;naavrdv�uft 7-IOsW,krc,bw,guudfr�ipt 16(In,phWira�Egriam•C,fiQ; Fndxd,CabLifp,FfuiL,g(Lagcry0(r-IAOlC—IBOg Dim4Ofh47334h-15f(liaBidZ—Tm N!itcadwWmiJ..LD L- I60,OCZ—Wdh4fL 3)Mninun9magme.:l8d;�eneaada,mhlBCTabL:l(A7.1 haznotbm,ay:Ld Member Forces Surnmary Ta rid ae MaNs fgmx (S, mxxxelrmxlmxwmp.ramdSFaevrmmmuax;drg s) TC I2 025 -MMhs 4.5 0376 -2 iN bs 6,8 0915-2,6921a 2-4 0907-21631. 56 0822 •2.171k 8.9 0938 34576s DC 910 0971 3,143M (-IMbs) 12-13 0795 25186s (.2,W a) 14.16 0951 3,142N (•IA96ty) 10-12 0936 31431x (•16996s) 13-14 0.T-4 23&4 b, (•1203tu) 161 0974 3.1421, (-16961c) _ W!s 2-16 0.1229 318bs 4-13 0152 373hs (-152FW 61'_ a260 6(Ohs (-245W 2-14 0347 -876h 5-13 0.173 4.14 OLIN 490ha (•120tW 5- 0.167 -191N &12 0348 -873 to 11 :i&4W 8-10 0.127 3146; NOFCS 1111(sdpihba�oMSCE7-IOardaemibyk�I7FlxidaBdingCaie Q� P �/� 2)16tCRardfbrzCRand,ewualard lu¢onlMktvcdrcb6et>adptafbon),sm�,erafdYi�n�mddtx+4amRmt sTL'I_LL�(I:v-OxIHI LZna.mrSarmu6.41�511rN 1. Q�`\/ `\BENS 4�' 31Agietysnbl6¢r.Cgmliq,lobe,app6dbkphehualnxw,sdc;✓nua(�asidtykTnmMwufaaofflnAT•H/fR l-3XnSsn?.42 "r 4)P,w dpmexta'i1p,-,,ft 5)®Indcrtsaxuianxhc4ircaip(CLRlryut4latinbmiM,$)duwn RasnfClA,mattyd,WdxmF�tc.sd:.xDH'F23CSR[4RRMh DLV&'W3�M \ FvaMrwfwoCLRaanid'e�xnll•ad,f,�n ` ' / i PE)i7605 \ 6)I,eadwidySfl,aansMstimM0.�FRSCny lndiig 1 1 /zS1ONAL NCRiCEAmpa•gtewdv��9uElafinnii.dbkv,ni m,n¢r.TrMiuiahenln•'rAuo>usi:lnadmds�a'rea tmpummx:v},xFdlp•kTnaaAfa,vlao,card rda,q.ntvnmvag•aruam�p(x<ofP,ehgmuun:arohlrvaet m Brim JA Blealdy 1) rA�lmbicdmuew�i,dmeeampunxotpmfnm.olagi,nri:giq-x�}x'n a9�fixim,a.amq, ,avhsi ,sown 5rtrn,.erytsardic 7„ycmminfmrennSCenalNr"tu<<fm:ut4;�Infimuu,tAE¢rmer�pL.uAx.lhr c Sq_06061 II marodaucllySmpmang-Tit'mgruglrci,agasdar�-w2,F]1t-2762.Atmu,¢vphos,e:Clpud:sfea,•�fdphrw' c:fYrn,dU•a' IS• Jiil'rN"vaag ISp: sph4gr'S`.' 14'.whit. iv:en.ahirnscn ISCe„g_ghe — 350 t: F:i-]{.dtht5r•Fl34V51 �1 Truss: A5 Southern Truss Companies, Inc. 2590 N. kinds Hidl�vay nm 1�45`2 B SOUTHERN TRUSS Fort Pierce, F134951. Date: 611/2018 ]O:V.19A.\4 C,M4)0W115olL60sTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-001.6 Fax Page: 10r1 1 Tnni V!rsion:2017.7.1 [Binld2) Material Database %crai= 1565 sr— Pitch Qiy 011L OHR CANrL CAN1'R PUB spacing WGi'IPLY 424)0 5 /12 2 01" 1-0{1 1-0-0 1 24 in 201 Rb F--- 42-0 0 — — -----------i 6-6-14 6-11-2 7-" 7-" 6-11-2 6-6-14 { 61i14 13-6-0 21-0-0 28$0 35-5-2 42-0-0 5x6 HS 18 - 1x4 i 5x6 HS 18 - 12 3 4 5 12 5F— —75 - 3x4 / 3x4 \ 6 t,q WO I Zx10 oI i Sx5- 1 5x5- T T14 13 12 11 10 9 8 1x4 i 4x4 - 3x7 - 3x4 - 1 x4 1 3x4 - 4x4 - 0-" 1-0-Q 5-fi-14 6-7-2 7-10-0 7-10-0 6.7-2 5-Cr14 1 6-6-14 13-2-0 i , F 21-0-0 28-10-0 35-5-2 42 Loading General CST Summary Deflection L/ (loc) Allowed LWd (pan BY1gCndc FBC20I71 TC: 08.5(3.4) 1hr(A 0b7n L/691 (ball) L/180 TC(L: 21 7A 1-2014 BC: 093(7.8) vnu_- 031 h LN.93 11 L/240 TCCL: 7 Rq)hfbrl— 1[s Wb: 075(2-131 H=CR 022u 7 BQ7.: 0 C101-: lu% GMFl ,Ra<20 BCEL• 10 Pb-Cffa (JM 4,Wf' (I;-12,1-9,0) (2:1.1231;a) (3141312JA) (40-034,90) (Sb1312A.) 0-1-12314) (7+4-1;IA44 (9:1-1234 .) 000-W-W) (111)03,40) 02"2-010 (13:1-I23-.40.) (1400-5-M) Reaction Summary Jr Tvm 51!CmJn BmWlh Maab1 RpdBRPBh M.PR Max C-1A81 M.%NWIW M.11M MaxH k 1 M(MI) I 8n Q--M my 3ilOn U54 bs - -Mi. -M bs 83h 7 HM(Nb4 I sh CanraeM—q 100n 1,5S4bs - 69Sb -Mbs Ota Material Summary Bracing -Summary TC SP(.4tS72013)r22x4 TCazug 31niW.N iaal2-71tf f.dig, yOt— - BC SPbs - AC&ate 3nixilor}lxiaal}II-0,Aiiidaa�byQixts SP(AL9�3013)k2h4 3R(.4L'T.20I2)ti134 Loads Summary - I)Thissusstmshmld�iedf fedfaadxb lOpitmndardfetmdpkadmdkx.dc 2)Th'sn�hubmldq�forfea}'�ofuidkndsnamrclaimiYs�.F7-IOs�fieioFTvguardfnnlipt 160rryilatirtntEx(xx�re(;RJ'Enit�GabL-Ffp,Bu3ii�,C3ignyll(I=IA)l,QaalB6g U-40fu4733f(h-l34t4.&d7—Tray Nib3 adlb-.b.eiCM-ILO,CCZ—Wdh4a 3)Mnimantara�rclnd ; haavd3nn�I, ff3CTahl•16!A.I haznd6magid Member Forces Summary Tabkidc siMenh fgmax6l,max a<blfua (max¢mpr.fn�7dR f mxxaxblfx TC 1.2 0.763-3j026s 3.4 OS53-2,9371a 56 08i1 .2e%16ta 2-3 0231-2S764s 4-5 OW3 -2937 bs 67 0.763 -3-%2 bs BC 73 0913 19016 (-1,765ta) 9.11 09M (•13ultal I}14 0913 3,190ta (-1,764 1a) I =bs S9 0913 1I906s (•1765ta1 It-13 09M 2566hs-1339ta) I41 0925 11901a (-1.767 tat Wbs 2.14 0103 2Bbs }II 0" 590ta (.276t.) 5-9 0193 475ta 2-13 0757 •725bs 411 3-13 0.193 475 to (-396s) 5-II 02N a01 to 69 0.7St -725 tr. 0.'M 590bs (-2761a) 6.8 0.102Li 3 to I Notes \� AN I)Theden'slarcdon/�t; i-boa.,rd;mndb�•ara77F1xifalWangCod= 2ltbtCRaMHwCRamtm"valaMfn*oald4kifm*& nFebmdrA tw�povN vnddtl1oindmc6dkn4..p.dasiMl(L+(Y.a- n<iblit'n—hnxa V,9M1. 3J�aY�altaaCr,Cq=IAt,lmsMnapr&dbfa;phehxmltivsu� wbasss[nifnlb�hzTnmMamnannrpeATH.T}71.'.fK�2Smin242 \�(��1/ice—'—` \ `V �. � \ 4)fim.df®d�haimg:l.pwnpdxfig. S)l.hdwid Bl.mnrKtn-�d�nMWF1LSQ. kmd / j•-• � ` / \ � � � PE�7605 1 b OIIII11�� hArieeAmp,ormam:,im9mYFe6nn'A>timheaa4 m.uaax That�.offisid"niLml.useL �n7mtuinairu aRire,Pirtnx�::�httn•hTnn<}Candi,s�ardricujgnl>Gmo:...•aa�xrysE,�,:,ae.ur a„en�tfah>^eYwa� I } , t R�cJralmlinAzai>p'MiaicamiewafpmRvinalam�nuryn�.ns:+Thv�F;frireu:mm;mmMtmh.+n:sdegwm•p.Eau.9ir'Imp.mrcldmmn,n.ECaneal`.Ma"p+gefccadia mii.f .nunN..ramrpUus'm1M 3va Fi��'7atil � 1 rrmmd auntycinpanSvg-TeQxrgvn)In:bsnxinva}iE�R-2762.ACa+uxm-lt.e.aie���m.l t..�.-nidC.t+�i;ioSmailya-lS'uhii.n.L-.,tsan l8•� u' a5a18".ufiiii.i .nah'harzin l9 -- ___ Y.,1 t E �?%-M� iv(1?�i:nasliril RifrsR:.a951 J I Southern Truss Companies, Ire- Ti iss: A6 # � � agaho. SOUTHERN 2590 K kings Highway Pr4ecl Munc: 1451B Tnw Du i dh: TRUSS Fort Pierce, F134951 Atte: 6/1018 103020AM cwponcnt Sollhi«nTM 1 d±C}PuliFsANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pa-=: ION Tnnm UcxsiDa 2017.7.1 [Build 2] Material Database version: 1565 Span Pitch Qry OHL OHR CANrL CANER PLTFS Spacing war/pLY 42-M 5 /12 2 0" 00-0 14M 140 1 24 in 201 lhs 42-M 510.14 57-2 6-4-0 6-0-0 64-0 57-2 5-10-14 510.14 1 11.6-0 17-10-0 -T— 242-0 I 30-6-0 --- 36- r 42-0-0 ' 5x5 - 3x4 - 4x5 - 3x4 - 5x5 - 12 3 4 5 6 7 12 T 5F 5 3x4 / 3x4 \ m 8 2x10 I WOto 5x5 - 5x5 - 1 1IL T16 15 14 13 12 11 10 lx4/ 3x7- 5x5- 3x4- 5x5- 30- 1x4\ 0-0-0 0.0-0 1 4{r14 511-2 94-0 4.6.14 1 5514 1:1U s 214)-0 30-0.0 36-52511-2 41.0-0 2 Loading General CR Sunmiary Deflection L/ (loc) Allowed load (A BBBCode: FBC20171 TC: acM- 70(4-6) V Q71 h L/649 (12-13) L/W TOLL: 27 TH1-2014 BC: 056(13.15) 18ti1-: 032n L/999 13 L/240 TCL: 7 PpMbrlarma:: 1Lt Wb: 092(6-11) H-CR: 0.19i, 9 BC 1 : 0 DOL: W% O, P--'Y-2D BCOL: 10 Pb.0H-9¢';%M ): (I,LII,IAA) (2:1-Idj42=) (3043-9A) (4043-80) (5402.OA) (604VSA) (7D0,3-9A) (R:I-14�-04) (9:4421-943 000-038RI.) (II:I-12340.) (h 21-RO.) (13043-W) (14"2-R0.) (15:1.1234a) (160-03SRl.) Reaction Summary 3f _ _Type &¢Cunbo &gWdd, Maeal R44Bmwth M.M. M..C—(bdl M.WdLNtt Max1bN Mmcfixi: 1 }fi(11bq 1 Rn Cm4�M vuy 30h 1554W - -"bs 4086s -701. 9 HR41(Vbl) I Sn Cm Maxmy 3DOh 1354 b, - -698bs .699hc Ols Material Swmmrary —BracingSumnlary - ' Te SP-(A 305-2113)MN4 TCBr it %-Mh AafsadS0.%fbdga,by0b- BC SP(AL906-2013)SSIA _ ___ _ BCBadr- 9-6Mf Ki..494Rar.&c b�Oki vaG SP(.1I.916-3012)0.3-44 Loads Sunumtry g11mn>$InSbmide4v,e1rar4,r9B�a,eu lo(auw„drra Felndphsdrsdlsd; 21Th'snsshssl,mid5��f4rkdi'esoruid kiadsnaomhnswh�E7-Io,�,kfoFxvguarhfiulique 16f1m(huimaKE••e[,rweC.Fui�•F�duad,CnbblipBuNilgfaeguyBp=IDO),O.c IB1�i( 14140fu47]3ftb-15RNotEdZ4 Tne4W'twadwbmr;3 &Dl-1,60.00Zm Wdh4ft 3)MivmmsuagrrrclnQ. naan,hn¢,J,n3CTabr1607.1 ham4b—ppid Member Forces Summary ,ram �eMl �max(v.maaax 14�g(� m4 r.ua xrdar�,arm maxa� lr,�j TC 1-2 0.633 -3533 Lc 4-6 Of* -3.Ml bs &9 01M -3$Mh 2-3 0121 -3DIS t. &7 01M •}7.%' 34 01M-27562c 7-S owl -3DISb; BC 940 0.471 3XIb1 (-Ullls) 11.13 0-%2 3317h (-1$00bs1 I1-:1 a452 3,2Mh; (-IA16bQ 10-I1 0.452 3MI bs (-13171x) 1}I5 03Q 3317-1.0116s1 IGa422 3221 is (4310h0 11ths z-15 Q033 577 hs 413 0.142 2-15 0458 -5771s 613 0.142 3-IS 0329 1ft (-3SSIc1 611 0921 350bs (-IISbs) &)1 am -57 hs 35()Lv (-I ISIs) 5-10 0443 204h: -713h 4-13 0921 -7136s 7.11 0329 `,� Noter I)ThEdtsgii;6aadonASCE7-IOestdnmmllyk327Hxi}a WdL,gCui= _ E/,r,R�C-``7j���/% \\�Qj�/ / \I 1 z)latalwdxaz4xam�c.nuala�dbammmmta,�saueahrkwaplxk4tq,mmpa,enuratmu,d4rn�a� d�•np�,.dull_u.+tl:4-lhnrin;,a4mi,�x„at.41a1nal. 3jlvpefryarvolCtnr,Cq=IDO,IeuhmapF:dokpt,eGtnlr�w� dgnta4xas�.dtykTmsMandsmrvprA119RM i-2YRSmmn242 d)Aln41G,Oe14atMai,agc\fptea¢pnTi,g. _ \ / \ / I � � PE>,7605 \ i i 5)IsdaidupGtirwairsluadm MWFRSO,}�•ladi� 1 I -- t I }• 1 1 \ 1 �iO,c\ OR1D \\ SS/ONAL _ 0011110 wn�Ampyord'sa�aa.ulrem: unx�„m4asr.TlKd orhK:d a 1� a :arms } of c a e t a �a� sir•kn a ua a� yam u mtrsm aa•: ds mntx �� dee.,rmaor eG ml •+:rn at„ • Brian R Blcaldy f1s@,cA�lmFusda„i�i,d'wecaagniurijrda:'nnio4•snr:�rt��.r i+SyxRijf4rktuo4nrzrnu pl,�s'nfM &-F,CgW61 ndpun9zlrmwlug�de,e"im,•c�mminfinre6n tCoexl!�s pyefaadieimli,fim; nA' marvelauaelEySmpa,n9o��8-TeGn,;nri)In-nmu,rdarxui,FtR1762.A6aw,axrph�arc7D$uOcmL i,e.)adf d)A,cvecra'swdF•a=ID"alid,idutuan l8g+upepUe,a'9Y IS',whi, ixi'o�vtlid,edx, t3�u8ip6e 'gy 8L ^� Lia111MasH�kli.c113+951 11 Southern Truss Companies, Inc. Truss: A7 IddkAk62590 N. kin Fli wa � Y PrgectName: 1452-B SOUTHERN TRUSS Fort Pierce, F1 34951 ThissDesimler. dhc Date: 6/12(k_' 018 1031AM camna>easotal;ol>s COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pagr-.: 1 of] Tnlss r Vasion 2017.7.1 [Build 2] ' MatcrWDatliaev=skxi 1565 Span Pitch Qry OHL MR CANrL CANER PLIES Srtcing WGT/P1Y 42-M 5 /12 2 040 000 1-" 140 1 24 in 197Ibb 42-0-0 1 - 4-9-0 49-0 7-8-0 : 7-8-0 7-8-0 4-9-0 4-9-0 -� _ 49-0 9-6-0 17-2-0 24-10-0 � 32-&0— t 37-3-0 T- 42-0-0 5x8 HS 18- 1x4i 4x6- 3x4- 5x8HS18- 12 3 4 5 6 7 12 5'F— �5 T 1x4\ 1x4/ m 8 4 R WO 200� 5x5_ 59 _ - 1 , 9 TI 15 14 13 12 11 10 3x4- 4x4- 3x9- 3x4- 4x4- 3x4- 0-0-0 0-M 1 B6-0 743-0 7-8-0 7.8-0 1 -0 9-6-0 17-2-0 24-10.0 32-0-0 41-" 2 Loading General (Sl Summary Deflection L/ (loc) Allowed Lwd (PA Bllgcode: FBC20171 TC: 0.77(2.3) VnCFL 082n LlM7 (12-13) L/180 TCLL: 20 TM1-2014 BC: a43(15-1) VALL. 038n L/991 (1243) LRAO TCOL: m 7 Rfpmbr,V., )ES11m: a49(7-12) 0.0CH1L OnLP X19N (14) 2L/120 BQ.I.: 0 110L: 125% QMg1LL: 0n 2L/0 21./0 BCD!-: In H=at 0.19i: 9 PNcOfras(7tx2,'vjgk (It4-12,1-9A) (2D43-13,19.) (3:1-123.3A) (404$-89(I.) (500jby1) (6:1-1233A1 (7:1-12?30.) (94-12.1-9111 00003-30.) (IIf102-00) (12:1-12380.) (I300}30.) lIA4A2-0D.1 (154Qi-8DJ Reaction Summary 3r Tw- BmCLrrdn lkyy B: M..bl Rg4EImV M M-Ra kf.G-LbK M.VkdUp4 M-tw M.H k I PhCWM I 8n Cm Masdry 300n 1554 b: - -Mbs 1931a 58 bs 9 M01(mp I Si: Caw m—y 300h 1554bs - -M bs 183 is 01. Material.Summary Bracing Summary - ' - TO SpFU-SY�2013)422<4 anitc TCRaong %.t da Pxfm.24AR Tn&* y(Yei 3-5 SP(.USC6-2DI3)SS2x4 - - 5.7 9'(V-90(.2013)ffi2x4 _ - BC SNXKY2013)SS2x4 BCRamg SIm1�orFlaiKat44-O,Ra(n :tyQina RBs SP(.41-q35-3012)0-N4 Loads Summary I)Th'sattshitbmtd_x� WfortedratadeolOp4bWmdudFetedphsdsdL,a& r� ofw:dbad; aidvdbnxuf.�7-:A,OCtWWdtiadLrd:p¢160ngi:WiretEgassn•�TWuE issdCnhNFrj;RdLIgG•. }•ayR 0�100),O.vnlnk!< Dim4Oftx47ahm:de�fkl,b 15ns4p0x4733f{h-ISI(T�tnFidZmeTns)ificedwdroxv'dordOQrIL0,OC7axWdhdft 3)Mnitamtaxa�n.hsdn°'na�rdamssltTBCTabk1607.i MsnotMnappSd Member Forces Summary Tn�rsMm�>gma.�v,a,inras(m,.� p.ra�ddnr�aarnmmaxaxivrx a . TC I2 OMI -3j27 bs 4-6 0-%5-4,013Ls s9 05-11 -W7Le 2-3 (1767-3�1I1ks 67 OS97 -4A19ts 3.4 0593 AD bs 7-8 a766 .3213bs BC 9.10 a479 3jMft (4911 bs) 12-13 a439 4Q191s (.2,0f 1s) lil 0.479 3X%N (-1910W - 1412 a467 2.9411s 0,6016a) 13.15 a467 2942M (-1LO3b0 11ft 311QIss alt(4Xw) 661( ltc 7-10 403 r -166 403 bs63 (-2(1166 t11 06� - 13 0.444 12161. (.713 ts) 62 W66 424 h 020hc) S-10 O2u .333 to `GENS'lvr-A rBcL 1)Thed�nr;landonnSCF.7-IOss�wdG•teza7Fl.xida RtiingCnie - �\\\� /'/1.����.( j 2)VsCRa,dliursQta:eiww91.<niFrarvnmlddldoKdrcnF,eWdp)acO v�am(crosofSilmndmdadhvt.vnpuelasi3!IU�(Ka-1)<L1ti nL'+,amnt,nrsys,.4T�9,tfH 1. 3)/vpa8yonlolfear.CgalOak,shmapphdnlephebualn�wn¢Venwi>LasspyitiTnn<Ma:vfanavpcAl�'C.TR 1.21K125avv:142 / / 4,)hrvdradgnan5ainlenp:nwpmdr¢.. , PE�7605 5) ® Ind��sa.duwho:drczaialCLRlraryitilatlrtu:nrt(x19wnRwsMQJt muatr:qmr,#j,d'ngmtikaudDWQi✓.RBR/EFrca6md�uCLRswdd'ernitrnv�vc 1 t — DLVEBRFJA70RCF 1 6)ti�duiduptfitn,aivchaufm MNRtS(atNFx,d:P" v,../Z- Sr 1 AI TXR7(EAm)yofthi:dv�:.'ulMfunir:.dnE•.nni.,un-aa:.lhdc tof hi:rSnifi:alrssnkta.•dmdsTas--iia:dnq�rtm�sa�LilMtrTnavSAansfao,oard:r5symteaasa�aMmmpisr:,_oMirnfnrm¢,n�kvltblieRdJry �I•�]5,). �1�j3, LLgr:cAaslmhicdau:y idu-,czam;wns.npmra¢nslmgimi>f rcy+ere3Jg.Rrlerwampnundc{�n2rnsn G:irmac•niwudte'Impznminfmre,imS('vualllxi'Iugefmadioxui:damarnAtaznrurvett+niti {� mv.d mdb4•Sn,)en+Sbn TrCmrrm}h.Heart`uu-ud-G9:-27.A4�ne.svphtcs.c3)�sn�tiv,b;:trg<v(�pl:ev,;c(i rwwdiya �l$"whi},irLy an l3�,�t7,lsc;or' IS-,Wirfi niamafi�hmsin l3L. ��np, c 2WD\)::r^Ifchh R-R."!S: tK. _-_—_- Truss: AS Southern Truss Companies, Inc. -SOUTHERN 2590 N. king;Hijime Sf PrciectNarne: 1452-B Th slcigner- dlx: . � TRUSS F(xt Pierce, F1 34951 Date: MrAls 103a21AM CoDgn x 1So11Iia)sT"' COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ) of ) Tr 4n�s Vason 2()16.113 [B(nld )0) I` Mate-W Datl.- vm6- 1564 Span Pitch Qry OHL OHR CANT L CANrR PLIES Spacing war/PLY 42-0-0 5112 1 00-0 00.0 1-0-0 1-" 1 24 in 21611-s 42-" - --- ---I 1-0-06-2-0 6-9-0 - 6-9-0 6-_ 6-9-0 6-2-0 �-0 r1-4-01 7-6_0 1 14-3-0 21-0-0 27-9-0 34-&0 40-6-0 42-0-U F1$-01-1{-0y t--3-2 4 4 3-2-0-� 3x4 - T12 Sxg 3x4- Sx5- 3x4- 52 - 12 5F- 3 4 5 6 7 �5 ITm 617 3x7 / 30 \ - 6 371 I I 3x5 1 I 9 1I11 T15 14 13 12 11 16 .6- 5x7 - 3x7 - 5x7 - 6x6 - 10 1.5x5l 1.5x5 0-M 0-0-0 1�-0 6-2-0 6-9-0 6-9-0 6-9-0 6-9-0 6-2-0 1-" 11-0 7-0-0 1Z. 21-0-0 27-9-0 341i(1 40-0.0 a2 Loading General CSI Summary Deflection u (loe) Allowed Tmd (pi) Bkc.&: FBC20171 TC: 069(2.3) VnCR OS9b L/524 (12-13) L/180 TCLL.: 20 TPI I-2014 BC: 099(12-I3) V U- 044is L1999 13 L/M TC.: 7 RepMbri-.: V. Wb: 094(8.11) Caec iTL• 004hLP 2L/565 (9-91 2L/120 ' B2TL: 0 nOL: 125 % CIMICH[L OD2nIF 2Ll999 (49) 2L/I20 BCOL: 10 F-OL 0.16h 10 PhtOTffi(j.6Mu(g): (13142-3A) (21-123.1,11) (3:1-123.8A) (4:1-123-8,0) (500,24A) (6:1-i2j-8f1) (7:1-12,%SA)- (93142-3A) (10D RM90.) 010033A) (12M-I-M) (130034M) (143023A) (150034i0) (1601"_090) Reaction Summary 1f Twe &eCgnsbo Bykth Mate, RgdB2Wdh Maxlioe MaxGaelbN M �WdL{# Maa(idfi Maxfiric l6 Tfi(V8q 1 Sn Cmaaem-" 3DOi, I64 bs - •693 b, -(A8hs 46W ' 10 wtol(%5 I Sh Go .Ma y 3Wh 1,554 bs - •(AS 1a -Mbs 01s Material Summary Bracing Summary TC SP(.4197r2013)4r220 N. TCBaci� S?tnlsaforMSsad-9n,Baindeip�FyOhcs • 3-5 SP(AM5.2013)SS2x4 5.7 SP(4LSDG2013)99-N4 _ BC SPOL9JL2013)022xd BCBft ShmtelorllAh G.l0gRa6sd j by0l- tn WSP(AMY,3012)nN4 Loads Summary gTbcnrgbasbmsd,e1 rorlxer�eco 1o(i4bxxnaxxdFxtrd(inhad(Tid; 2)TNsnffilmsbmid p�fvtiedf 'ofwid ln3naa>ntr�¢. 49:f7-IOvI,/efuFn•:+gs�addmliQt 160r:ghut's .Eq-.(7lir?+F d,GsbL•Hp,9ra'LgQ •11(1=IDOI,O-1B49 Dirs40fos4733Rh=15,(lbErdZ: TruKN 4c Au6amsb n Tm-iMxC7 WdMfl. nmw 3) Mhirag.&bMignannrdann siBCTabk1607.1 hesmtimia((r6d Member Forces Summary Tabtic,da M-ba 1R.-(s,m xa.�lrg�(�t .rn�rd4r�ar x �axa. lr.� TC 1-2 0468 _404m 4.5 034t -0;6S bs 7-3OM4 -2.715 bs 2-3 OASS -2,714 bs S 6 0541 4,W is 8.9 0.467 _4z 1. 3a 0.482 -39M6 G7 0432 -390 tv BC 9.-101 0.458 425 to (-237x) 0987 4P31W (-2,1WN IV 05425 bs - (-238h) 12.13 0.70S 44b(-21ibO -0937 4D30b(tss) 60Li425 o (-239b)101.12 0.702 42!s I4I3 0.701 2441 bs (4332n W. 2-16 0339 -13906' 4-13 0_393 2-15 0917 2D29 bs (-1,1(15bs1 �13 0.114 7691. (3411ni 7-11 0.061 1921xs -363bs 9-II 093S 2D30tc (.Wt.) �(1 p 0,130tn) t�r-0L� 3-IS OW) 139Ix (-7.4W 6.13 0365 769N (-32.4 h) 8.10 0339 -Ij!sO is !L 3-14 0197 MIN - (-%1.) 6.12 0,191 •621 bl 1,7L5h- \\\\\ �C-�� ENS t7 4-I4 0.193 _Q) to 7.2 Ob97 (-965h \ V` ND`ec dO¢mrt.aACr.�q�si=eEIpsL7n�-nJnI,aOakuAzL 11.•xkh�-istS3kp.�rlgrtr7.ecRh�xuB--eroGP4al:i•r nlsaNudidM1nh 2471))))1Th\ILhhb'asTn4idCodR4ue)gai'ardnd.D cl7dI LI +4F':r-I)�13il OliwsurdanswhR.9/fR 1. �� 11 ��b�( / PssEk76 3)LhhbldphsW20g, ualugRsgacmq-xi,•mifuaalbuyrA/ndlTmswxsdMuannd�Ee.ardsta�plmAm1.8pn.TdRa lrAaGiacniMl�irogd sp, J�� `-L1-=Sk.242 61®nn. nhta� TyiaLgRSv.(,adG)d(m,yryu •Av (� 0 sRoplhWtoVrzlfrFa� 0512 �S/ONAL ENG\\�\ Illlll hDRCEAmp.s4'hkdo nv'rJhet ni4altlrau'rmgea-4m.Tlad: nrdhni.0.iknlnr+.whuulmMimwbanlrg*vmsena s5.d(yMTneeMamsfalw andidsssq>:ndcacna•wdma,pivasnfh:nfmmia!afi file t�9uifre Bf1:B7 M. BlmiQv iApricAwdlmisnMuisgidiat\am ifi>,oi,xx�alerii�iP+iryvni,Fnaiiiafrct.�cunrysrwahgm.kMnSviem.•>•pag �idir'Im(nvm)�Yrradn.L•Cs4ualtlzs"Po(xfira00igPnfmatin M.m.+nphudu0h: Snsi},r�s'76(Icl i mand'aaadly5nrpcntitemo TeG�'ss{ea`ilmnaernLi�suitit:�%.•2i5'.Afarvsnrph�aich)g+ugGsml eY. �aCtlph�tirotrxal(p'a'1.4whmiid ecanlSg;a�ph4<rS71.�,ahi3l iide�ts:eh�rrsin l8g4ugepbi 2»C!)i 4:rcsl ed�RiSra:t3�9?I i s Southern Truss Companies, Inc. Tnlss: ASGL _ SOUTHERN 2590 N. kings Highway Pro ect Name: T,L1l�� 1452-B d,�, I I�U�$ Fort Pierce, F1 3495 1 Late: 612018 100MAIM C°"'POOC CGMPAN IES (300) 232-0509 (772) 4644160 (772) 315-0016 Fax Pagn I oQ T:1ho V si=2017.7.1 [BdJd2] Material Mt kase wmicn: 1565 Span Pitch Q!y OHL OUR CANrL CANI'R PUBS Spaci% wcj-mi � 4240 5/12 1 0-M 000 1-0-0 1-0-0 2 12 in Ef( 2101bs .1.4-0. 6-2-0 5�-13 5.4-13 5�-13 5-0-13 1 5-0-13 i 6-2-0 1� N. 7-" 12- 13 VI. 23-8-6 29-'i-3 34-6-0 a0-8-0 42 12 5x8 HS 18 - 3x4 - T- L, 11 T 1x4 1 5x8 HS 18 - 3x4 - 3x4 - Sx8 HS 18 - 12 20 19 1t1 I Ib lJ 14 1J 21 7x6 - 3x6 HS 18 - 3x7 - 3x4 - 4x4 - 7x6 - 12 2x5 l 4x4 - 3x6 HS 18- 2x5 j CJ7A J7A R-A-1 J7 a] 0 DII Q J7 J7 J7 J7 CJ7 0-0-0 0-0-0 5.4-13 5-0-13 5-0-13 5-4-13 13 6.2-0 1&10.13 1 I13. 23-8-6 29-1-3 34-61- 40-8-0 2 Loading General (A Summary Deflection L/ (loc) Allowed L-d (Rd) Bblscadc FBC20171 Tc: 024(7-3) 1a.CR I L/464 (1&17) LAW TM 20 Tel 1-2014 BC: 0.53(16171 )h U- a43n LM9 (1647) Ln40 TCO-: 7 R.pMbrlrbmc: hb vAb: 094(2.2D) Litz//Qi7L• 018e1F 2L/61V (11.:1) 2UI20 BaT 0 tM: 125% Cxn/OHLL- 0D2e1.P 7L/991 (11.11) 3,/120 BCOL 10 lbnat 0.16u 12 Phe0lTxs(]nt>{15A�7. (1.314, -3A) (21-123•IA) (3:1.12.43A) (4:1-12,3-E0.) (504)3-8-MI (600,2-8a) (7:1-12,3-Hy.) (M-123,M) (9:1-123-SA) (10:1-12,3-I,7.) (113-14,2-3p.) (120J$10,40.) (13003SA.) (14:1.12380) (15DAI.I2A) (161-123-&O.) Reaction Summary Jr Type BrgQw g ftyat Mabel RgdBn Wdfi M-R.. M.G-LbM M..WL601 M.tw Maxlbiz 21 MCMI) I Sn Cn M.M" 3DOit 3p231x --IF961s -;-IA%b, -23 bs 12 IVA(MI) I Su Ca M.v " ION, 2964bs --1�675bs 675 bs Oba Material Summary Bracing Summary TC 9P(AL9CK2013)422x4. aojc TCBrsdw 3,mbdrcAx-6-7-0,Ilai,dopb70h- 36 Se(AL87G3013)ffi2x4 69 ST(AL972013MN4 BC SP(AISC62013)SS2,A WB.6>v 9mhdtrnx4sat3-Ill(Wiitda;FnhyOhaz wbs SP(A L72012)4S2x4 Loads Summary n11,snxslcsbm,d�.drRreerasdu,•blaPasr�tndbrebKbx,d�d®et ds 2)71'k hl bmd*dfafaBlasofuWbad;bamrdanxu*LASM7-IOWnMrobvgterdimfigaR IMmphnli�a,Es(nanC,fiJ.•Fi�tml,CeNifpBuifr�Cagay110a1A(I),O.ir lBli; O.s4OfLx4733$h-IStIlbEtdZ—TmgN!ih edudlmmd.ADOPILO,OCZo %\Idb4ft 31M'nnnen�rngram:l:�naandam+d,IBCTatkIK17.1 hasrirchmapdel i / P E 17605 \ / 1 - 1 - ir�fiSS�o -- ENG �� ts7neEavPgrmsd arukr avn„momaMxr.n. rmn(; ii4ntnm tnsslmiaxaieanircpun,wu b 4dlgeeTnaMawfaacadnisgxntramuaa•admyJmanfhnfomn6nwk+fitlhR,Sing Dian M.BlcaUy jI I2sgicA¢alm4,aGaui�idu�mw,vrrzvu;enrarufmgircigrcD.v�.k,.•»b•fmira> ss+t5rraadovi:x++rtCs:4;•an+rP�nd h"Immwulnfa+raicnhC 1rt,c-I>s�.:s.aaimrr,r ru„m�mnla.am>ec.t•.rbe1.: :atn&$:x762.1 ttmtndemdb�&n)san9m�.fi.{a pxmin;i,a.rrcu•�Muct}Y.: int AFaxnaurµhrsarc3lgtn�,ml�x:V�:isdpbcw.eiiu&vnillpa':IS"afuiiidiauan lSPugcehe,tx^s+1�,uha,�d'u�an'�m,;.,Is��Me yariw a:.�txa, t:r ...nvc:t , a w .c.c.c.c .c ^.9.2.c.c.c A.9.c.9.c c.c .c.c.c .0 X.c.c.9.c c.c.c AAAAAAAAArvrvry AAAAAnrvry Nry NNrvNHrAAA vvvvv evv vvvvv nvv W ID I Na � N H .7 � N ^ r b "9 �$ rnn�i M.Tinnn�iNnn.Ti ev N�inrvrevvnn A A fl n vNA Rv�d���RRRa�v�vR�dE4e�a"ioNgiv���aWv�R4� =c7 11 ro o fr iW �U 01 Z` 22 222 2 2 I� oaa�dd����� eidd='.�ro5 d.ddd E21 1 E 19J9BL°�,C,�� gms qg - El V-- -NNNNN .1NM1NhhNNNJNNN - IN A gW6383& I a XA rg � r$ a r� a r� a a m r� A r& A r� a a M I ` `. Southern Truss Companies, Inc. Tzuss: A8GL ram; SOUTHERN 2590N. kin FTi qua � � Y ProjedNune: TndssD iv37er: 1452� dic TRUSS Fort Pierce, F1 34951 Dale: 6R/2018 1R30:3AM C-np—Soh6a,NTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax PaT: 3of3 T,„ss Ver9are 2017.7.1 [Bwld 2) lte - Datakr s version 1565 Span Pitch Qty OHL OHR CANtL CANTPR PLIES Sgacine. WGITLY 42-M 5/12 1 000 04M I-" 1-" 2 12ni 2101ku Truss -to -trim Connections Summary ID CuIWT— Cam69T— Ca"kq'ar" Aneb TT4 Cr7A A3a. 7-" 315 dg m RA AKL 74.12 27(ld¢ TT3 DA A3CL 9612 270d1a 7T6 J7 AC(L I1d12 2704 TT6 J7 ARCL 13-& 2 270dg 71`6 J7 ASCL ISbI2 270d18 TT6 17 ASM 17-&12 270drg TT6 17 AKL 19-&12 270dg T76 17 A9a. 2140 270dg TT6 J7 AKL 2254 2RIdg 71`6 J7 ASCL 24.54 270 ft 7T6 17 A&L 2654' 270dg . TT6• 37 AKL 2&54 270dg Tf6.' 17 ASGL 30.54 270hg T1'6 17 Aga. 32-5-4 270dg TT6 17 ASCL 34-5-4 270dg m C17 Aga. 34460 225dg Notes: I)Th'sib's6aadanASCE7-IOavnfeendbyM.D]7FbrdaBud" ngf�de 2)�(RaMHuz(Ra�dewealardhoYadMletirnduebf+eked]dai¢a�a�annofddldu�dnbdsdhad,mmpndasffiI II.+({:c-1)alMl Qi�aam�&am+iiATSUfA I. 3)Aaua4ymmulkar,Cq-Inge,.b-.ppebt-phebml-k—,&*�b..WadkykT—M..,f p.AtsrtnI-zoozsmanz42 d)Ao,4imdalwedrarbgebpiaampu�dig 5) ® Inaws� hn la n(ax)ra*LTtdamxbm6a(a)s wmmRmorax�t�dg2*6grokynaas,ma'AMPC new<EFbrak!mmba.Irsaramgoaalaaftm aWE73RE RCE 6l7rrror��ow,rrQa�aartpye�sar�Pyame�m�sarer«akpr•sraoaa�I.,��a3I,rJ,�r�daard,aiasrou�Tc-I roN•orlodrt,a;orsarka>s[mbaizr�:z7e-tr�@Iro�,ec-1 rw•or Tc764(2) 10dwisorrmMC�jrr amo •daa273brg) Tc34-5-10,(2) Imtbi6aG<.rwtskmk o.UX6 .27abrgI 7) NRcertgr:�,gdTria¢largas�ealbepuiid(byuhea) brevrmmasdwrt S1 G�Idrs�ersha�mac� ,donotfkpnra STxSiakdnl6ertmM n Fimrreru¢pyiethelaCy:sarmbdadn 9) [aeal bramg 3�allrabdral b adi ply. 10)Akramresm'nknun 2-IR'brgrnLgakcw;ervxd 1 I)win lgand2d*Mbmgead6omwmaiep y1akr 14map. 121Isad wndapfifumav¢IadmM WFRS(]dj b3drg OGENSF• PE �7605 r 1 1 =�1 A 1 , 08/0NALI�NG llll I! rar7�Aa>,ynrtrEd neeoberana.drrtzw�„�ra-��:n.- a'I«;;..1,weir,��>aelr.ri.Ana:�narJr mnae:a4,+5Clrvhl'ne+:Narufnmsnlidsrynzlama.•and¢mNvnsufEvnfmnrin:efarhbyOeBuiGr� Brianl`2Blc kl — 11 WgreAsalmFcdnwigiSWt+.y nua,.';nrG.vyOleFi.s+i;;nS..Y:c a�ril�lntrruac¢rnnr»a:Lg �Irrrrt..Criemwrypaniie'I�nRmrain."n*m4,�RCeraltlzs"Fe�fna�iminfomeioiA:�xxvi`,udnEh• '1[ marwfaavalb�•SnM1an9irp.-T.(inswn bairaurdrr.cue•!'12i:,2..Mnrna�rpLccair?rlgsig�,unL.strgm idrCnr.•,vei:6,Era�}:y: �W"'wb�irl::�uan lggnug:phLn 5Yt5'.wd'dui.(r<tati{�b,G.�l£•gnpr-•l�bc ,;p.,,a ��w �li�;a�:r �I Tatiss: Bl Southern Truss Companies, Inc 1dly, SOUTHERN2590 N. king Highway T na TRUSS Fcrt Pierce, Fl 34951 Date: (AM18 lk-V..23AM solt,batn- C0f 7 ` COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Patti: 1 of 1 Trm� Tr Xb mr 2016.11.3 ( Build 1 OJ Material Database iersi(at 159 Span Pitch Q,y OHL OHR CANrL CAM'R PM Spaciiv W9PPLY 2W 5 /12 3 04H 00-0 1-" 04H 1 24 in 871hs 20-4-0 _ � 6.2-9 4-5.7 4-5-6 5-2-10 6-2-9 1M-0 15-1.6 20-" 4x6 - 3 12 5� , 12 15 lx41 lx4l 4 m v 3x3b o dI 2x101 571 3x4- 1 1 T6 7 6 T 3x4 - 3x4 - 3x4 - 0-0-0 1.0-0 6.11-14 544 0-&0 6-11-14 1-0-0 7-11-14 I ' 13-4-2 20-4-0 Loading General GS1 Summary Deflection L/ ooe) Allowed Load (pd) WtG.&: FBC2017/ TC: Q46(1-2) \hiot 024b L/397 (&1) L/180 TCL: 20 TKI.20114 DC: OLO(&I) vnu_l OD9i, LIM (8-1) L240 TCI.: 7 RepMbrI—. ks Pib: 020p-8) R-CIL ON 5 BC.L: 0 Dal-: 125% otph",K- 0 BOIL: 10 Ph.Cfr-(2i¢XYlMI. (1}I42-3A) (2043-1352) (3003-13A) (40034352) (52-7A-119Q1 (6003-30.) (70AI.12A1 (9443-30.) Reaction Summary IT Tyre BM92ML. B,xVkll, Maei,l RgdBrc1s91h MaxRaa MaxGav[7oEft MaxtUdCbid Ma:tbifi MaxHaie I Fb(VAq 1 Sb CnaraeMasxay 300n 794 bs - -3381a -338bt -0 hs 5 HRol(MI) I sn GL Wsmy 300n 7941s - -338 hs •338b4 Oh Material Summary Bracing Summary TC SP(A90S2O13)#2 - - TCBI4ft ShIDtcltrRvi,ser424),A45,daF,tyOhos .. BC %NXS06-2013)N---4 ECH.&V- 3ia,iWQAuiKar6-iq,Pxind�fiy0hes ' V(ia SP(41906-2012)ON4 _— --.—. Sdc SP(AL-9]i2013)#r—N4 Loads Summary 1)Thb—l-baade ndfmf.W-du IOpsn,.w,de,dV bedpbsde,dnds 2)Th'srustasbmi6 miforlxdfaaaraidlnmoamrdanxvl�e9 7. IOssif,fefokn:g, dfiWitut IfOmph,d'mae,EgxanC,Fufy F�,davi,G+F1,f ,,BuNngGtLvyliQ-ID(ImO.valBNg Di.40fi.4733 Ah- 15 fltQaEdZ—Tr,NSd-,dwbmmilnaiDM-140,CCZ—Wdh4Q 3)Mnimmaragcdstad:gnemdvm.Y,TBCTaM:I(A7.1 hasrnhmeppid Member Forces Summary ,ab+:.ro�Maaxrrgn,axrs. �xa,wR.a( �.a.�.r�dder� 6rn,nuxa.Olr.� TC I-2 0,135 1I 10fs - 03M-1�161x 2.3 0.428-13461s 4.5 0290-1323bs 9C 15.6 0.521 1.1621. (604a1 63 059 $491s 090bs) I &1 0.604 13491x (•7761s1 W!a 25 Q104 -33.5 fn 3-60.127 314bs (-138Wi 33 0.19S 5121.. (-249 kx) 46 am 2511. (-20Sb,) Notim I)ThKdzjn'M—Jc.kq--E7-10m,deundbyhe377R ib B.M*ngCok 2)t8spta,dHn,Stan:tevaualardMizmalMkru,;dienfu+ek,dpinlvveq,sn9,ovtufdiYabndiende+dl,4�mpaniu0N1 ll.+(t:a-Ilx[3!1 rI..iiaacntus,.7,AT.vnA 1. �\ \\ P. --` // 3)Agiafiyamdfau.Cq=lDQhasbenaH,6dnt,epYabuaire*anaaL�,wlxassptil'rdlyfeTnmM:uvGnxe�A15,T171-2'102S�ai 242 4lfadund,rfd'iresxnlaasimh7WFlbSQ,sa•h+di � Q-\ � � � GENs� �\ ��������i r PEP05 i 1 — 1 0 f GRID N:Jf7�.Ampynfhu.s n9s,livfwn,telvi,•ae.,mun,ssx.Tl�siv?,nfra:.4.Slnlne.,e'rwa.fa,.k+,-mairnn�dnnuin,ua.-,gaLdlry•tr1,m;MmaAawanir :,m:nhc assay a�damp4t.-,asofi.•nrmmu>:nv:+rikpieE3,int Brian M. Blea1J3• I15¢(e'Ae,IM1lfbd'axie`i,dG!'a�fIDn:m:IRYlva[ icgiv-•+s:n^,celdi.•stl.,6ric,usangn�enavmd,uan srle�nep,�vu,dle-InS ,:unl.,f an.4 e',r>ualNra tu�tiu:,.tfnrul�.m u.nAimrovarphessbtb: $„�P�aiC4i ma,ufanaMM'S.ntens'mp-TcGn�rynSircita::ru runm,F�ti.27t2.Are.s.usl�`:asn 372,iuCm,ltih•A.•.v�1+'.I+F+c�r�f,J.audlya-lSwh'd,idiaean lSg„pxpub,rC'15`...fih r..ic,uahvhvni:78pe,gcplc _ 2:!A)KIa-IkAhPincF3[seI Southern Truss Companies, Inc. Truss: B2 dddkbb.243 .SOUTHERN 2590N.king;l-Tigl>waY PTro��nr 1 - TRUSS Fort Pierce, F1 34951 Data: NI/2018 103o-_'4AM � �, Thm CGMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 of] dim: 2016.113 [Build 10) ,Material Dalabase %vr 4ax I-W Span Pinch Qty OHL OHR CANTrL CANER P11B 4x41% WGITI-Y 21-4-0 5 /12 2 OIN O-aO 140 1-" 1 24 in 9016, 21.4-0 _{ i 6-2-9 4S7 4-5-6 6-2-10 6-2-9 10-fi-0 15-1-6 21-4-0 4x6 - 3 12 12 5F— —IS 1x4 % 1x4 / 4 W 4 V 2x10l WO 0 3x4- 3x4 - 1 1 5 LH T6 7 6 3x4 - 3x4 - 3x4 - 1-0-0 6.11-14 5.44 6-11-14 1-0-0 1-0-0 7-11-14 13- -2 20-4-0 Loading General C9Summary Deflection L/ (loc) Allowed L-d (pd4 WgCode: FBC20171 TC: OA6(4-5) %kck 026n L/837 (5.6) L/180 TCLL: 20 TRI-2014 BC: 0.58(so vnlL , O1Nn L/999 (5-6) L/240 TCR_: 7 P pMbrl—: %' Rm: 019(3� HrzCk 0(60 5 BaL: 0 lx]L: 125 % Q pFhm,);-2D Baz: 10 11exOfaa(3nocyh-): (13142.30.) (200.0.1331) (300343A) (40-03.13.52) (5314.2-3D.) (60-0340.) (7DAI-12D3 W-03-80.) Reaction Summary Jf TyRe Bmcanbd B.•eVA±h M."I RgdBigW±h M.P-d MaxOavlblfi Maz?" blfi M-Um MazHrc I Ifi(11hq I Sh CnaddeMaazay 30Ob 833 bs - -354 b: -3546s -651s 5 mupbl) 1 8n Gn Mamy 300n 933 bs - 3546s -354hs Obs Material Summary Bracing Sununary TC 8P(Al-YX3113)#220 TCR-i+g ShmtdaAvia tS40,HciidogikyQFies --- - BC SPIA 7WU)P--2z4 - BCBracil 9zafnlaRAma16.1-0A)Lin&g pby0has PBs 9+(ALSC42012)k3-N4_ _ _. Loads Summary I)Th'sfusFmsMmd_@7M(or/w)'u:8+eo IOpsl6on+ndrzd irebdp4sdad beds 2)Thsrssslcssbmide:(endtafufieEofwid lvdsnaaordam:+Ws49�7-10+r�tKfol v�+�d:Sinlipe 160ngiina+mgEq+aa.e�fW�En#ndfnM+HpBulligCa4gyB(1=IDOFQca1BUg um4ofiz4733fth=ISfLNMEndZ—Tntr,Ni.c d,.b..i .iDMIIfO,CC?—%\dh4ft 3)M'i,h--granb6gna..,dm—\d�IBCTabb I607.1 t--b—.ppW Member Forces Summary ,a,d,(d�n�mma.m.graa,,ra�,�=d.nr.rmrrddr�gban.a.wlr� TC 12 0.456-IJA76s 34 0.445-1,4426s 2.3 0445 -I.441h 4-5 0.457 -I 607 bs BC 5-6 05M IA391s (-8101469 OSO 981 is (-WN) 18-I 0579 I.4fObs (3II la) N.W 2-8 0106 -3461n 3.6 0195 498bs (-2441s)I 38 0A.4i 4981s (-244is1 46 0.106 -3461s _ Notes: 1)ThedeignBhamia+ASCE 7-IOxsnlanwtiybe2ff 7FbMa LLlingGde / 3)1q-T,y H.natant.elan-.AAdkddk�rsA+enf.rbadpis+eanpmn�nmdfdik�nM-fidln4amyntazR(Ill.+fc-I)zi]ll tli.adadar�x+Wi.4T9IfY11. \� �.B! //// 3)..4qua5ymvrdtur,Cq-Mhasbanapp[dntrphuhLsaln$-v+o wlasas fidb�•trTnscblamtl-amcpeAMIM 1.20025sin242 41Lia1xni+q+bi+marsta.dmM11'FlLtiO+y4ndg. /L �XGENSF•� Y 1 �0�\b-p�( c1i` %j'��•��ORID�: NA N7CCEAd{ryofdmiq'.nAnebebmi4uinh a&r+©nssr.Tledc r�NFd:iS.•hut.uaeh'rdm.lvndviexn]nrFvcroa;vgpidFn•erTnn;Maudeaz<r+u+in5supmf�wvsa.an7dv+�lu voftenfmrem+ssforf+bvfie0i,ug 1'N7an Ni B1eakt, R�na.4�lmh'sA-auiig id'asnayam+fp�+faic.ula><i.vi4e+y �zdd2enF �Grt •nnanylnendi�dpnn.Scl+ea+.vpa�r n5i+e'lmxrami�znovnRCvnalWes-pn(if.-radibxelnf aoonALczemap6ss4olte 3+¢En+•77((GI mywk—WLVBM +Cry TvO b.nacn+b—.b,ESR-27Q.Asuruz 1 R+• 4!_- �v rhwrefii.e�w+L�:f+r�«arufp,e,;.<iwzwot»•a=19'wlyd�tJ.-..earls rt,erc'sel�:wl;d+idE,�zahFhexi„18p epae 1, 259Ji.lGnylihFiF4ssFa9Sl k, 3- Southern Truss Companies, Inc. Truss: B3 Adbih SOUTHERN 2590N. kin ITi ova g3 Y �jedIsh 1e: 1452$ Thm Deiptrr: dt4 TRUSS Fort Pierce, F134951 ]ate: 611018 ) a25AM Campowa SohmanTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pagp Tnlss Nbskx:20)6.11.31BI1ad 10) Material 11aLoase version: 1564 Span Pilch Qry OHL OHR CANIL CANCR PUSS Spacing MYMPLY 204-0 5/12 1 000 000 ]1W 000 1 24in 821tn 20-4-0 �— 8-0-0 5-4-0 I 7-0-0 8-M 13.4-0 20-" 4x81 4x6 - 12 2 3 12 15 5� 05 A 3x3\ ' a 2x101 3x71 4 3x4 - 1 T 7 6 5 T 3x4- 3x4- 1x41 0-0-0 0-0"0 1-0-0 7-" 5-4-0 1 7-M 1-0-0 8-&0 13-" 204-0 Loading General (M SMn[Mry Deflection L/ (loc) Allowed Lmd 441 Busch*: FK20171 TC: a71(2.3) VACR. 0-15 i, L/622 (7-1) L/180 IcLL: 20 TP11-2014 BC: 0.71(7-1) ;A,1L• 0.14n L/999 (7-1) L240 TCLL: 7 RVMlrlmna: Ni, vAb: 0.I3(3-7) H-OL oA4n 4 BC L: 0 OOL: 125 A G,q,FaaQ,lta=20 am: to Pbt-0a'�(J,dlCyAMr. (12-142-3A1 2¢349.731 (3:1-123-811.) (42-7A_119a) (5:1-123890.) WAI.1203 (73434al Reaction Summary 3r Tyra: BM Oxnho BiR�h Mavid RgdB,a;WA Ma Rosa W%GavLW M.V"Lbfft MaxLi fl Ma:Wiz I R,(%1 I CmamMagMy 3DOn 758W - -3381s -3386s -49 bs 4 HROCMI) I 8:, Car>,nMaxaay 3DOn 755bs - -33.1 bs -338M Obs Material Summary Bracing Summary Tc SP(.kL-0,201314=20 TC&an,r - 13C SP(-AL90b20t3)W.4 FICBrau - 9,®AdsrAui aeti7-0,Amdc ntri' s _ ws SP(AL4-61111)*N4 _ -_ .___ sb1 54(AL$5-20131 K-' b4 Loads Summary I)Thhnsah.sb-d.jpW f.,t dTmdeo lOps(m daudkWapk d dWas 2)Thicnr$hsshmd gedfnMdfnxofwndWdsna®rdanza�,S9�7-10,,�kfoknsi�,�ddrediryt I(AmphulnatEt{naveC,FvHFsdtad,Cnlrblip,BuSf:��r(;r+y IIQ=I1U{,QnalBiig ➢i-40fta AM Ah- l3 ft Na,&d 2meTmgFkilrmdwbozs,deffi Oar l bO,aCZmeWd4,4 fl 3)M'.mm�aveWa:gnaacraam7il3CTabt•1607.1 hasndhmiapp� Member ForcesSumtmry TalYi.fu�ccMmtvlgma,G9,mavaxidfm(naamnyrfaocddEfavnf cua,elfmsl TC I ' a703-13-i5l. 2-3 0.703-120464 3-1 0496 -1208 W BC 45 M )Wft (-607ts) 5-7 O OM3 ID66b; (lO3bs) 7-I 0710 1.197ts (416h;1 wbs 2-7 0.(9I 225 be 3.7 OL132 3241. (-127ts)3-5 OM 20Sbs Notes 1)Tlfsdap,4basd(.A9CE7. 1O. siduvmllp•k377%ids IMT.Sco& 2){6,giandHrsCRaieie island M¢molhlk>arsnkeWaplskarq,ampnuaofd:flmnd�n�dtudna,Nffi:undl Ll+(l;.r-11x11fl 19_naapxkmmwl, A7\V71T71. 3)A•pufymmMfamr.Cq=I11Ohachn,appGdnkpk,clan-41rei;;u,sdsm,aln:as�aSnitykTn�Mam,f nnrprAKTa OT17 .'A'C12Snin2l2 \\\\�`1M . 4) Rm'dradsf„aeaniuWop, mPMRS 51Liaduid,,,ifi�s,.hsodrc,MN'F2L9Q,�trd.�. \ �P _ — 4 �� \ ` PE k7605 r 1 r — I ORI� S/ONAL //IIIIIt1� rcmeEnmPofrad namHer"a.ank�a„�nvt.TrL,,nfhs:,iniMlcue h lnn> aaanin �I �uxi,vnieannn gS,b•fr7,uaNan Wmleiauu•andon;lunolrnfynnntafathpiuBtLv [hgnAaslm164—ilc:ctiv..aa�nuvi ln�fvircJnunn.:,Pro,-.vs?d;i a+L�iQtx.uaan�stiutas,•nv,4e.M a: N�.�uik'hn minfmai.e,SCw TKe* I-aaddii—I6f 6-Aico,narpLcc.'vllY Brian Ai Bleakb, maruf ellySn,pxn:b,.g7iCmq,vnln::,aurrbnx,.7'•L�2il�..Ature.mpt.oarc3lg,v�tiu,i:ti:.rut:dp4cweefns>•ud(ya-1b'Yhii,:nL••.t>.an lR�,p-Pl,crc'.S'Iti,utd,irJ'unahFliu,acv+l8geu�,a7'wc _•S9O�F:,s�}EhRFSn•.R'+'95i t� Southern Truss Companies, Inc. 'truss: B3G SOUTHERN 2590N. kinNJ vua � Y Project Name: Tnls$Dcsi_wr: 145243 dhe TRUSS Fat Pierce, F134951 Date: &V2018 10-3(r�AM ca"110f'So1 111Aixr,— C[}h1 PANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pao: I ore 1�� Versiar 2016113 [ Bitild 101 Material Datahise %ersiar 1_%4 Span Pitch Qry OHL OHR CANM CANrR PLIES Splcing WGf/PLY ! 214 -0 5 M 1 0�" 00-0 I-" 1-" 1 12 in 131 I1r, 3-0-0 5-1-5 5.1-5 _ 5.1-5 3-0-0 ~-- 3-" &1-5 13-2-11 Is-" —r 21 4x41 200 1 3x4 - 1 x4 1 3x4 - 3x4 - 3x4 - CJ31 J31 J31 J31 J31 J31 J31 J31 J31 CJ31 1-0-tl 2-0-0 &1-5 1 5-1-5 5-1-5 2-0-0 1-0-0 ' �21 8-1-5r 13-2-11 18.4-0 20-4-0 �-b� Loading General CSI Summary Deflection L/ OOC) Allowed toad (pA) RBSCodr: FBC2017i TC: 057(34) VnCR: 0-ah Ln17 (8-9) L1190 TOLL 20 Tnl-2014• BC: 054(&10) VnT1: 0.16n L/999 (8-9) L!-140 TCDL 7 R4pMhrlma,¢: III,Vab: 055(4-7) H—CR 005h 6 BOL: 0 DDL: 123h O pr—,K -2A BCIIL 10 ItrcOt(sa(Lv7ti'1;Ary3k (13-W3A) (2"MA) (3f 3.8A.) (911al-12A) 000103.897.) (11333.9D.1 (4:1-123$0) (540zW) (63-142-3A) (7343SA) (8:1-12j-8j1.) Reaction Surnniary jr Tvtm Bi x? . hManill R4dBmWdh M.Puag T.L,IC vtW Max A>srl VadtMaLbffi1 M.1b qMa I Fin(M) Sh Ca Ma q 300u 433In - -337� -337 bs -9Ix 6 HRN(AAq I Sn Cm Mw .y 3f*h 433 ha - -337tc -337In Obs Material Sunmrary Bracing Surnmary ---- TC SP(AL9!?6-2o13)R2214 TC&t adv Stmt. -gt2.5:20300 BC, 57'M90&2013)ON4 BCB.&d Sh&tW rPAm 4-5-OP f daiV by0fi s Wt. SP(.v SC62012)E32x4 Loads Sutnrnary ))Tn'snxslwsbv,de�vd nr4mdr4saa�o 10p31mx.nax.d T�tmapl,;xld mils 2)Th'snRsloslm,dz�drarnvdTazldu(d 1md;:,a�nx,�Y.�4.E7-1m�f,hefou.:,elm6rmf:pi¢ Itularhw;,meE.aN,�•cru,e�,-af.rnr�rs�,r�,a1'r�cx�.,yn (Ialm>,amaHx� Dh.406x47Vt(h�ISftCIxF iZnn,eTl,ffi74:lrmdwMmaiL,vLNL+Iff1.00ZaroWJh4h 3)M'ximumaxayraateSnenaa>sdan¢,�,,BCT,bk1607.II smlvmappid Load Case Lrl: Sid U%e Lind Point Loads Mm*b L—In Mdi:. I4md TIb Wit, Tip0d 3." th Oh; Baas 340 UP 29bs T Od 44-12 D— 20W 24n BoOd 4-0.12 tb Sb; 24n rIad 6412 IJO a24i, a,.rna 6412 W sw c� 241, T Od S412 Ix— ION 21b BmCd 8412 t}, SM 24il TnpChd 10412 Ian 20t,s 24n �\ Q"•�� �GENS �� B.Od 10412 tk sill 24. \ � r � F N TpOd V� PE�7605 11.3-4 D— eon; 34h \ B.Od - ti-34 � 81s 24h TnpCtd 13-3-4 D—D-34n f D.Chd 13-34 1-' St., 24b Tnpod I.s•3-4 - D— 2ON 24h 1 BaOd I5-34 t¢ Stx 24h 7S' T Chd n-3-f 12nn albs 24n IlaOd n-34 11, St. 24h � \ TopChd IS-4-0 11' ot. `< �SYONAL ENG\��\ 0/11110 t43fi(£Av)p•oftl,n j,Apllmfion'ni,dgiceuv+nmx:wx.11..kd�nnrhwid'nda)euv�nl-.,vlo�l,of;ward:xpum,e.l»yr,,fid(2/kTu.,Manila.uoandnTm,gml n;a::.o:•.d,sny;�,vxa��ra„aan- rinf> w4 Bri;nM.BIMMV I)c�ymAsalmlG.da.,ix id'eras¢y,nnv�Cprufe.•r_x-al.-._u.ri><_Inpric�7;��!,+li�fi.'tx+u-aomro:m+.i_ .Mull Ct:i..•ancp�-oi..fir-In,(rru,r,InfmmGnSCuuaIN �.•.1��cfraM1fnrulnfanuun AEa..rnxr(i,bdnlir I,aMaamdlry.Cenpsn3mcr�Ti'C:,Mlli:tl�n:hVx1}inCNf:F.4L276:.hT0'(CmxYpt„L'aR?')talCtiJn�tlmaj�Cf(v'.'�vCcli.4r"ultnu :i C'wh'd:idiavan lSr :plcn�alfi.xlidi niu><uull�nnlm l.�.Zd1�`111iL• �v211.t A-....e1L.1:F Rm F'. L1LC1 �i / a .I SOUTHERN Coot po 3rr1t soltID«s'* TRUSS Trues CGMPAN IES 2016.113 I sw)d 10) Material Database versiorr 15(4 Span Pitch Qly O1fl. 2140 5112 1 0{10 LoadCac DI: Stdl)cadLoad Southern Truss Companies, Inc 2590 N. kings Highway Fort Pierce, F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax OHR CANEL CANTR w I-IM 140 Anise Loads Manha L—fim firm. Lmd T A N3, Tape d. 344 t}, 14ta %Od 34O tip I2 is T,,pOd 44:2 Dion 31n 24'n 13aOd 4-0-1 Co— 7tu 24h TTOd 6412 rla 3 fA 24 n Bood 64N2 ➢aan The 24n TWOO 8412 U— She 24n B.Od 30.12 D— i is 24 n TmOd 10412 D— 31s 24i1 BaOd 10..I2 Lbw, 7ts 24 i1 TopOld 11.34 D— 3bs 24b MCd 11-34 D—, The 24n TapOd 13-3-4 Aa v, 31. 24n BaCd 13.3-4 L1w The 24n Topod I5-34 D— 3tc 24n WChd I5-34 D— 71s 24n TmCd 17:34 th- 3hu 24i, Mod 17-34 D— 71a 24 i, TopOd IS40 Lb 14hs BxOd IS-" UP121hs MpmlwrFnrrr-cCummary luWhmmMmbwTnLmnxB.maxaxlfon;(ma:mnmcfaa7ddfaaufnmm xblfor,A TC 1.2 2.3 0375 OA 15 -959 is 34 4.5 0_%5 0.4I7 -Isubl -95M 5-6 0379-Ip(18ta ' 13C 6-7 02SI 9301s 1-752 he) 8-10 0343 I=hs (-IS53W II-1 (at 930' (-Mbd 741 006 I382 hs (-1573W 10.11 OM7 IW b, (-1553 W VIA, 2-II OA 12 2761. (431 ts) 3S 0.108 IQ tas (481 Ix) 5.7 at 12 276hs (-131hs) 3.11 O-W -962 he 4-8 0.059 146N 310 0059 146 hs 4.7 0546 -962h Tivss-to-truss Connections Summary to C-WTnss Caamemo Canviga. nn2k TT5 CBI w 3" 315eg TT6 BI B3G 44I2 .270dg ' TT6 DI IM 6412 270dg • TT6 BI B3G &0-12 2T7dg TT6 BI B3G 10012 2717eg '76 Bl B30 1134 270dg TT6 131 B3G 1334 270,g TT6 Bl B3G IS-3-4 270dg TT6 BI IM 17-34 270dg Try CBI B3G 184.0 ?25dg Ndm 1)Th'sdmga'sha d-ASCE7-10n ,�r. mmibyheD77Ftrii,&MvOde z)�Irnsadx z(xaanewualar,dl,aQamla ,sea:uF,etna[+sna�pmapau+ormwi.,a„�om,dm4amrada��n 1).W tzi,aaaa-4fi.4tsm31. 3)U,hMsfpbsueWalp. 4)A•pairyamolGmr;Cq=Ingnasb�,r o+.orb,e,alb„�4t�as ray4,�ra�Ma,.�aa.s p�uta;rnl 1-2MMi ,24i 6)Liad widsgsVnvwneslusdml4lVFRSCh?+iudi,g. Tniss: B3G Projea hone: 14D2-B TrLM Dchigtler: dn.: Date: 611/2018 10:3(i26 AM Page: 2 of 2 PLIES Spacing WG IPLY 1 12 in 131 h- \CENs��`���i i P E �7605 1 1 — ORIO- - >r 1 1 SS/ONAL Illlll d ` xa a rilr n /' iNn' a i4rlh •Fv7n 'Ma aeca ,nae amxoaala of 66xnx'n f , rl -- fpj K717CYAu5,ys m.�,s 1�6a,ramo..„di,•,SK,�. .h�a ra,•d.al,�:�h,.dr.,x�,�a;�;,.mryai,n�:,� t M. w, ro�,3.. a .»p�� eK a �,n+lyt.nw:� Brlar)hiB]r:fUy I. IRSgnAvslon/,icdr.,uix.Miauxcay<uuxr!'1..,lez.mlag:vui4•iq-..xi,6yaljfir! h:e.oemrv,evd�vq�Irh,unSsiR;m.cparr.,idh'liryuu:alaf unnk C.u,,•,all3sf)nptfu-sidiiruli,iamuGn Nnn�zxrpbr_a>nllz Sc,nG��ifY.l me aMlySmpnn:2,.>e.Tif rynmh,�han,:.dvruvr�LSTt-2N�2..44errti pF,rcx.a•T.1gsq. ,ea.sietiivY,ypb ,;hfui,onllh•x'-MWI;LT6f,.>an ISp.N-pbq,S lr• k:FdL—h�—,l8p 4,.j �c 2fU I):i�sFiehi IG�Fl349:.I [� Southern Truss Companies, Inc. Truss: CI 2590 N. king; Highway rj`�� �2$ SOUTHERN ,� TRUSS Fort Pierce, F134951 Date: 6fl/2018 103027AM CBnp� Solwa. 7M COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pane: I of I Tnm Mtr iorr 2016ll3 [Mild 10] \4,dterial Database ve1•salr 1564 Span Pitch 0(Y OHL ONR CANTL CANrR PLIES Spacing WOTrPLY 17-U 5 /12 3 000 ON 14W 04.0 1 24 iii K Ila 17-0-0 5-7-2 3-0-14 ~-- + 8-0-0 5-7-2 9-0-0 17-0-0 4x5 - 3 12 5� •— 1�2 15 1x4\ 3x3 \ o, d Y 2x10I 0 34 1 3x4 1 1 T 6 5 R2T 3x4 - 3x4 - 0-0-0 0-0-0 P F f• 9-M x 17-" Loading General CR Suaumry Deflection LJ (loc) Allowed I—d 04 ftCNe: F13C2117/ TC: Qdi(2-3) VnQt• 0.21 n L/SM (6-1) L/180 TILL: 20 TPI I-2014 BC: O.V(54) VnLL• 00. L/999 (64) L1240 TCCL: 7 PPmb im Vs Ptb: 0.I7(3-A H—CRI O03b 4 BQI.: 0 nOL: Iu OaPFau t-a-2D BCDL: 10 Pb.0ff=(1,XYA ): (13-142-3A) (204LM332) 0"3430.1 (42.7:"19(1) (5:1.1238a) (6DAI.12A) Reaction Sunumry !( Tylr Bn!Gndn F3rs!i10h Ma; RodBmWdh M.R— M.Ga,ItW Max RYdils9al MaxibH M.1bik I Ifi(N4n 1 Sb CmmnM grey 3AOn &A hs - - ba -232hs 55hs 4 HR CMI) I Sn Cn Mamy 3DOb 664 bs - •Mbs -281 be oix Material Summary Bracing Summary TC SP(ALM20 .;)nI,4 TCArang 9iaiivda}lvieas49-0,Raf idapsbymas -. - BC SP(ALSYK3713)M-ha acme g 9mindaTufnjazilM,Flxfodegby0h- W!ss - 9'(AL 6^1112)t72x4 _ __ _ swf SP(AIM 2013).22a4 Loads Summary 1)TnsneShasbmdcizelfortedf xAnn 10{dlmndadF.cF.ndPlnhadlad; 2)1lunsahssbmide�nxdlvtedi�nfn:d lsadsnamrdanrsh4.9CE7.IOs4slrfda+:�w�xd itv¢ IGJrtgihuhsnCFgnaaeC,FuNF'niwiCntl•F§(,HulisBCatTi`y 11 (1=IADJ.O.ealHkls (1rt4(Ifaa733fth-ISftWsFidLvcTsva,TU.radwbme�sdCp-140,OC7 •R ilh4ft 3)M'nrmcn�xagrrn:keSanaabdanznisR3CTa6tIHU.1 hasnahmappCd Member Forces Summary Tatk id a�Man vlRmaxC9,nnca�alfartc(nesxmm{r.fine�d uvfmmmaxaaulfmij LC1.2 OAS... -1.192bs b3 0.6.i1 .%3he 3-4 O613 -9711a AC 45 0.749 320ha (-335bs) SI Q774 IA63N •671. WbH 2-5 0.141 -3411e 13.5 QI74 429N 09W Notes f�I/// 2V,CsipA'shesi(rvM19CE7-IOassdavmltytie�7}}ai4+9u3d'neCvie 2)VnCAardl4ersOtarehenialerd ho(aomlhflsi�sudrnFeln`dP4nfrasy�amperaan(d•Rdu�du �dvd bad,ampmlasRil IL+(Av I)aB11 I:.itamrMrcexasAl\9/ln I. 31A•ryniy(pvrolfaar,Cq-IAxk+sMnapP4dnixaireAcelmsuMcv4 mvabausyssi<u1M•hTnRcMamilamrPsAl�l('PI I-hU2S�n242 \\\\1`Ill \� �\ NA 41Lix1xndsgSftsmaa sba.+dm M1fNFRSOsNludr ' XGENs�.�� _ � r % PE�7605 r 1 —xl I S. OR10_ ��\ _ • /NA i 1�NG l ta0n(�amp•ofm'sderWlheram a.dna e> An„�aenxdmofhcidniAwinw: hvdu:d niavi aithnpim mY•aSi afl9•feTnc VnrcJ,�arandnfus;.e trsw r a• aNan4Jatc n(hnfomrips aGxS (ydrFlulli T IIfian ..4. Pleaktp Lt�,/s�rA2alorh'sdnnisg:.T iaavunarofryofeveulm;;nevimrq.�s.�sn•aili(alwn,wunq.�aniinc'�sn vrtwurrrylc:Mhe'7sry�xaxinfrsru6nAGmsalttu+-(s:1,•,radii.nli,tmnun AtuemY(d:rcdu6h SnnF; KiH1+l ssnraAfionsdlry.�n:Pm mv(e-TrCnNs*�nhanaacrx'u�u2sF'SR-2;62.ASero urlh��..r.:41}nwhvd-xfrl irdPS>_veeR.7rw71ya=1.Yvh2h:>,rueanit'gasr,.-nh�,e1;1L'.+hL+nf::.ea h'Y eei..ISYs�aryrhs: -- ilJ\I:Utt6is H1trr._Fl}39i1 _� ! Southern Truss Companies, Inc. Truss: C2 SOUTHERN N. kin Hi wary 2590 N J' � Projed Nanle: 1452-B TrmDcl igpe4: &ic �,�S Fat Pierce, F1 34951 Date: s72018 103027AM sohdiaisTM CCnIpLyatTM.q C4IL9PA N IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Paa : I Of 1 X;4-.-2016.113[B101d10] Material Database ve .. 1564 SpMI Pilch Q9 OHI. 0I-R CANEL CANrR PUES Spacuwg WGI'iPLY 181W 5/12 2 1 0.00 040 1-" ]-01I ] 24in 69ks 18-0.0 5-7-2 34-14 9-0-0 57-2 943-0 18-M 4x5 HS 181 3 12 12 5[ 15 1 x4 0 V 2x10 ) 2x10 n. 3x4 - 3x4 - 1 1 4 El T 6 5 3x4 - 3x4 - 0-0-0 0-0-0 1-0.0 8-0-0 &-" i1.0-0 1.0-0 9-0-0 17-" 18-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load Od) BBgO.&: FBC20171 TC: 032(3-3) VnCR 0.45h L/389 (4-5) L/180 7aL: - 30 TPI I-2014 BC: 094(f-l) VnLL 019h L/940 (4-5) 1.240 TCDL: 7 R.RMhrl— b Vtll: als(m) Cwx/CH7L• IIhU' 2L/999 (1-1) 2L/121) BaL: 0 nOL: lust Chreci 2_ oh 2L/O 2L/0 BQL: 10 H-0t: ami, 4 7h.off- .--y'"r (1>I42-3A.) (204}I3321 (3003.1390) (43.142-3A) (5:1-123-W.) WMI-12Il1 Reaction Summary E Type BM C-ft %Ie Wh Manid Rpda Wtfi ManRma M.C.ALhift Max\"um Maxtw hSaxHxix 1 a M I 8h C4xnneM—y 3mil 7031% - -2991. -2991x 55 to 4 HU(MI) 1 8h C— Macxey 3Mb 7031E - -mix -299ha Oba Material Summary Bracing Summary TC SP(.419Y2113)*IN4 TC&avg 9erklollairsal}9QAvildap'nly0lus BC �(AUD,2013)l42x4 BCB,.ev Sr l.dullaicat&l-QPvindeynb70fim . � SP(ALS35.WI2)K32x4 _ Loads Summary I)ThstuRixt(midspj�alforhMfeEd�et110pJluun.iprd fuelndpindsd ltred; 2)Th-snt$ha5hm�de�ndforfadreaofudl�hsa>rSinxwhCA.E7-IOunkfdr�:reur�.�ipt IKlnyhutmaeE.paarc•�TWyE�a�G.bhlf(t&�iingCa4rvy110=IDD1,QmlBt� Dim40fix47334h=ISi(NxtidZmTmm;Nidcadud>mcikdMl IbO.00ZnxWdh4(t 3)Mhinm ®-egeari:hpSng hemrdarixnih IBCTahk 1607.1 Inarplenal4�i Member Forcers Summary TabkitsManFa IQmaxB,nananhltus(rtnx¢vncfineCddluv¢(rtmmataxalfc.aj TC 1-2 0.422 -1293 h6 -'.3 0517-I1N6ft 3� M-1243bs BC 43 W-8 ID931s (-711 hA 5-I 0944 1.1301u (-712In1 ViN 2-5 OL124 -3(K) hs 3.5 0.181 4M N (-SV w NOIeS 1)7V.deynshavdmASCE7-I0asnfannW 2) Vnatandli7r CRalet�•wualaMM¢mnldiL i�Ani fuelvdF(utnw¢pmngnraanfddkri2nduendW hxdmnp�sRil ll.i IFo- I)xT1fl A.nannrdanxrJL1.4h9IlA' I. 3)Agpaiymudfxix,Cq=IA7,ksshmepp4iinkpl+choelnns6m a4xufinbidb�•kTniisMv,aFaowprAh9.77t i-M72Stim 231 a)Ladw:a gat ®om tasem Mw FRssay lna - . , �L� I�(� \\\ y`CENs4 `' i / PE 605 - - _ _ �Illlltll\� NOf7�AmpyofA'sdeamMOtrfiunwW nba. rin:pre;nr.Thd�enpl ni:rinit,nh.anlroula�d_•;s•ava:mirt.Tdmn�s�q�WM•!x1"�u.�MamJeur�aid na��q+.nh::a•,va�aidaniplana olkhR+mmimafv4�ln•kBui9F0 Brian M B)--ak)v 4 I1gncAemlmhi:hauiig hd'cm:x�+ant flip a;xSevin>R:+s-iq:ny�.x*/+a:y.,,ki�•fnlrnmo:•rtyntiiigx2>pur. Srix•.cacry�gwn31c"Irtnn+minfie.insnSCuv.INn3 rygdrcaad:'uuliifnmenAtmxm<pGb.+wllr ���y��,(i I4_�1 manuGu¢Ity$mprn3erwTifnnvnlr�na�u�.neuci R'S.2ii�. �innn�re� nartil�u�_�n! 1..�..f�1(ihc-'•eati4nud(,a'IS uhiil nl::���an l8uldrc-v'S:I: ,uhrn hSu�sa hFlic-�s:n l8pvph� LwtN i.im)�hHR cB54ti1 Southern truss Companies, Inc. Thss: C3G SOUTHERN 2590 N. kin Hi wa5 r � ° Project Name: I452� Tnn,I-;tgixr. dhc TRUSS Fu l Pierce, F134951 Date: 6111018 1&-V.28 aM C4xrpm.mt Sowons— COMPANIES (800) 232-0509 (772) 464-4160 (772) 3 t 8-0016 Fax Page True Veldarr- 20J611_3 [Bnnkl 10] Material Database vwiore 1564 sp. Pitch Qry OHL OHR CANTL CANER PL11S Spacing. WG-FTLY a 1800 5 /12 1 000 0400 1. W I-00 1 12 bi J02 U 3-0-0 I 4-0-0 --- 4-0-0 4-0-0 7-" 11-0-0 15-M 18-0-0 4 T; 11 T 4x4 1 3x4 - 10.1 3x4 - .1 6• 11 10 9 8 7 1 x4 1 3x4 - 3x4 - 3x4 - 1 x4 1 CJ31 J31 J31 J31 J31 J31 1 FJ31FCJ311 0-0-0 0-0-0 1-0-0 2-0-0 4-0-0 4-00 4-M 2-0-0 1-0-0 1.0-0 3-0-0 7-M - 11-0-0 15-0-0 17-0-0 18-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load 04) BHSCode: FBC2017/ TC: 035(2-3) VtnCR 014b L/999 (S-9) L1130 Ta.L: 20 TA I-2014 BC: 037(540) Vn L• 00b I UM (3-9) L240 TCQ-: 7 Rq)Mbrlm : Fb Wb: 024(LS) H-CR: 02:, 6 BOLL: 0 DOL: 125 % GapFam K -20 Reaction Summary Bn;CtxnM B,SI:!d Mae%1 Rodl A%Vdh M.,Raa M.C-1,LW M.V"Lbrdt MaxW M.Hl k I Pb(116Q 1 Sb Can xMasrxxy 3A)n 33M - -273h -273 bs 91. 6 IT"(Ml) I Sb Gx wMavray 300'n 350bs - -273 bs .273 ba Obs Material Summary - Bracing Summary TC- ' SP(.41�3113)k72.a TrBn,g ,d 9,®na4.xape2-5:21'" BC SP(.4LLK2013)62h4 9C}Aari 9aa/xdnrA ..0-7Al,%fh6-yr.,byOb-, - RNn SP(.415;62712)'32r4 Loads Summary I)Tlf.n wcban&jpWf fwdr d— 10p0camdrrd5.bxdrdndrdb.6 2)Th'sn�hasbm,dsg.dtorir�teau(xnllad;ba�dam sYt.SSCE7-IOvI,/rfolti+iguudfnd ipe l60m)i,nl:we,Eyi re �Fv6Fn'1»x�CnbbfTplisil'�Cz�vy110-1A0lOraalBHo U-400xA733fth=15f;l,bF1dZ—Tnk4N!ir.d!, ,msda iHQ-IAO.00Z—V,Idh4n 3)M'nman �.ageaalvd:g:,a�tfa,n ,/hiBCTabkltiOZl hasnwhmaB,fud Load Case Lrl: Sid Live Load Point Loads Mantic L—in Dild. Load TrbyAjh TapC d 3." Lb Oh: B. TTC1d BachTOPOd 3-64 44y12 Lb D— Lb 29h Nhs 24b 24b - TbpOd BatOd TmCld 6441_ 6412 6AI2 3�12 Rmn Lb D— 01 UM Shs 201s 24:, 24n ^_4 i, \\��1111111!//��� WChd 34112 Lb Rbs 24n \\�\ TT.PC d 99-:;4 Donn Lj,- 20hc 3b, 24b 24i, \� �`�_ ,`CEN S'� ��- Tq,Chd 11-I D— 20 h; 24b WChd Tq,Chd 11-III 1311.4 Lj, Lbws- St. 20 Lc ;4:, / \ P E �7605 \ B.O,d T.POd I3- 4 =0 -_ [.b UP 8 W 01. _4h 24 b l WChd I_ulll W 291. L I—al� "T S10NAL TJ7f1tEAm{0�afdtedv_'ndn4h:i,eniiniutK�enwsns,n:,a.TR.hu„ofln,.G.65nIt,..:i;M>adm.kei..r ava�rin:pii:nx„�vy�.ta+.t..•MTnw:Mandeo�ca i,d.s,gant.,;anesa andangb.+a..ofh:,0nmin!eforl,byirkL,ii:g Brim N1. Bleakly DapxrAv,Imh'sdaNi,pi.Iu4s5aelnrJ'(.of�airules^[rrt�,c5..,.-•xyv,�j ioctNnv.lnrnbui+zn4a,Nn5'n3ruaw'pa}aidQ,:'Imx+LminfMMiir�S(me:llhiu-ln�f: a;LTuml'Mimuux,.nCQx> vxPh�s,inlM g„a�i�ibPl � /_ II r,m,c,faondlp:Smp.n9Qnr�T❖4,yw,n.bc:•,mv+t.._•.e�LV:_7':.vrou.ucrpl:..ni<71,{nigh,./c.;ty,aiGdpaawciWiww;l;•a•:1,Y'wHfi:.L:+�':+n 13pa,ryepl.eo55IS,xI�Hi;.iuuafiPh �,in n8;a,u�pF,e ,:.n r., i.,...ua, ,: ¢...,aioci III 1(l flfl t Southern Truss Companies, Inc. Tom: C3G Project Name: 1452-B ._ .-. .' •.Solutions— 2590 N. kindHil#1waY SOUiIiERRI ThmDmignm. dr -TRUSS Fal Pierces FI 34951 Date: Nl/2(118 1030:u3AM C" r`11O`m`n CGMPANIES (800) 232-0509 (772) 464- :160 (772) 318-0016 Fax Page: 2of2 IS Tnm Nkrsi= 2016113 [BL@d 101 Mafia] Database ve ,vn 1564 Span Pitch Qty OHL OHR CANfL CANER PLIES Spacing WGf/PIY 11w 5112 1 040 040 I-M I-IM 1 12 in 10211a Lead Cx9e DI: Sid Dad Load Point Loads Mmihr l.mivi Ciem>,i Lmd Tr6Wd6 Tpad 340 up 14M 11! 0Oj 3.40 tfi 12tc 7brOd 4412 D— 31e 24n rwhi 4412 Dawn 71.< 24n TopOid 6412 Dmn 3M 246 B.Cd &012 Dan 7M 24n Tip(M &0.12 D— 3M 24n B.CM &0.12 Dmn 7M 246 TepOd 9-II-4 Dam 36s 24b BUOd 9-11-4 Dn 7111 24n TMCd II-11-4 D— 3M 24n BsOd 11-114 D— 71s 24 n Tepid lil l-4 Dwn 3M 24n wCd 13.11-4 D— 7M 24n T.PCM 1540 LIP 141s BgOid I5" LIP 12M T.T.....F..... L'.. ....a. C.. - r. ArAa�.d,lm m..IV..n.n.olfmmr,.v.n.niv-fmmif�iM:.nvfmmnux azw7Gv I TC 12 02M--._-_-_�-774M 34 0330 -1,2786s 56 025S -774 is 2-3 0330 4278M 4-5 0346 4278M Be 6.7 0224 709 Ins (-M it) &10 Ow127&M (-ID15M) II-1 022A 709M (-M M) 7-8 0255 Wq 1s (_580M1 10.11 02b9 708tu -5AObsl 31ftss 2-11 OD42 133M (41c) 3.10 0M9 250M (-;�M1 :8 0244 5NM (-552W 2-10 0244 599M (-552M) 48 01M 2i0M (-154M1 5-7 0.043 135M (-21M) Thm-to-tnm Connections Sum mry m a-WT— OniVTn CammeOTss Mar TT8 CDI OG 3-04 45dg Dl C3G 44I2 90dg TO 131 C3G 64I2 9Jdg 719 331 OG &0-12 90dg 7T9 DI OG 9-I 1-4 90dg . TT9 131 (3G_ 1144 903g TT9 DI OG 13-11-4 90dg M CBI OG 15-04 135dg Not= I ) WsMiLn'sta¢dmA9CE7-l0—daemiMMXl 7B4ilaBuiGgCo& 2)1AsataidH—CRa,er lamhu;melm6v:rsden6e6aaMslrw�maaurenef' nauzoa�aabagmntnae+asT�l u.+(I;c_Il<tkl [esaot.an x a,.v37rr1 I. 3ltbhbdaplan elx320t� . 4)/vpetrymuolGmyCq=I110,haslmialpGdntgdiehualawaixudapTval�¢azs{ idbs IwTnratdamffanvcpcAT.9ATl 1-2WSaur242 51Rwdrada3uaedtaswgeopeenradig 1 6)LiadwWp5ftimm baslmMWFRSOhyMdig . GENSF���L-�� PEff5 -1 Jam- S ' ft S/ONAL /111110 lAlive.u�r,+.nud�;ns.,wnti,el.m.,.:r;�x Mdx.'h.Sc.urtL�fonadn C idia��s h{fimin I&pagryit�e M. B1G3{dv SOUTHERN CompmelnSolWaDTh' Trim ��y - VSS COMPANIES VemiLn: 2017.7 [Build 14) .Iial Database wnsaax 1564 Span Pitch Q.y 4-1-7 3.535 /12 4 1 1T Loading General Load (A BHgC d,: FBC20171 TOLL: 20 TH 1-2014 TCDL: 7 Rg1Mlringe4a:: Tb Bal: 0 DOL: 125% Southern Truss Companies, Inc. 2590 N. kings Highx3ey Fart Pierce, F134951 (800) 232-0509 (772)464-41.60 (772)318-0016 Fax OHL OHR CANTL CANCR GIN (M 143 O-N 1-9-14 _ 2-3-9 1-9-14 �— 4-1-7 12 3.54 F— 2) 1x4 1 J2 J2 C3G B3G 0-0-0 _1-9-14 ~— 1-9-1- 4 —T 2-3.9 4.1-7 CSI Summary Deflection U Qoc) TC: 0.13(2-3) V.CR-' ODI hUp L/999 (4-51 BC: 025(4.5) VnLL• OhlP L/999 (4-51 M,: 043(2-5) Canl!(7P11- ON 2LM4 (I-1) Ca/CILI I ODI n 2L/999 (1-1) Truss: CJ31 Project lame: 145243 TrussDosig>cr: dh: Date: N12018 103R29AM Pair: 1 of 2 PI S Spacing )NUT/PLY 1 12in 1211ts Allowed L/191 L1240 2L/120 2L/120 Reaction Summary Jr Typc Brefantn LAFWih Maebl Rgdfie Wh M -Rua Mu Ga TIM M N1Aw M tb� M- H it 5 PM(%N I 11313n C—M—y 3DOb 59 t. - -49 bs --4 651. 4 M.I(r—) I ISh - 3DOn 95 rya -4I1. -39ts all. - 3 HRol(r—) I ISi1 IOU II f. -271. -281. -251. 0bs Material Summary Bracing -Summary TC 7441SQ w 3)CN4 TCRauw 9 aiada'Aafiam630.AvindaSgnM(Iha< _, BC SP(.AL97-2D13)M-N4 BCRaamc 9xaMlor}1rh.aIG30.Rr6ad+yntyOMa vab SP(ALSY2012)02r4 Loads Summary qTh'stuslwsUmAsndfarMdrasdtcolo{efb�► divdLvetedRtn�dlr+d; 21rh'sa,�h�w„�nmtn h�efasgrw;dt �namymngw�4s�1-to„�,kr�.d��rd:y,a Irinmfinu,:�aEr,�&d�,G,neFt�,n�ainx�ef,ynP=Im1a.,a1R1;g ➢ias40frr4733$h=ISgT1a&d7meT�1Sf4xrndv�nr��ee1OQ>IfA,CC7urN ddi4fr 3)M'nnnrms9ago�bad".n�,nauurdanmWiTBCTaltlfg7.11 snothunaryFd Lead Case Lrl: Sid Live Load Point Loads Mantic Laamn Mali. Lead TrbUHh TnpC d -0 2-11- 2b 131. BaCld 2•Il-0 Lb 27 b; - TopChd BaOd 2-11-0 Lip 211. Load Case D1: Std Dcad Load PointLoadS �� �P,---_E9,f- ii PaCnd 2-II-0 Lb _ I I TgpChd -0 1., BUC d 1-I I-0 l;p Member Forces Summary TC 1 = 0.126 - .651. Pc 4s 0246 ob: 3tdu 2-5 Gw 151 1. - 17 he 17h 171. Uhlid�e;ManhstOlmax �l,nnxa<ulfn�aehnmmlr.fandd� ufnm mi�axelf j PE �7605 ( 1 I >r I 1 SS/CNAL E `G���\\ �0 f111110 � M'tKw all Brian M- Blealdyv 7 a.4. IRL.2ft i • Southern Truss Companies, Inc. Tivss: 04 SOUTHERN 2590 N. kind Hi�ii�;ay Project Name: 1452-B Tl1a�cD'�ne � TRUSS Fca Pierce, F134951 Dale: N12018 I M -30AM C«nl>m,em SolwionsThl y Truce COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: I oft I Nbm0r,: 201h 113 [ Hwld 10] Materla] Dat. r version: 1565 Span Pitch ay OHL OHR CANi'L CANI'R. PUPS Spacing War/PLY 5-6-6 3.535112 2 W 00-0 1-4-3 00-0 1 12in 16N Loading Toad (p;!) TCLL: 20 TCTL: 7 TYLL: 0 General BttQ&: FK20171 TH 1.2014 I(PMtrimmx: 1-b U,OL: 125% 21 1-&14 3-" ~ 1-314 -� 5-" 1z4 J2 I FL-2G 1. 1-8-14 3-M ----I 1-B 4 5E-6 CSl Sununary Deflection L/ (loc) Allowed. TC: O.I7(1-2) V.CR. oD3nLP L/999 (4-5) LIM BC:: 029(4-5) W,IL• O.01 MY L/999 (4-5) L1240 Wb: 0.05R41 C tIC TU 007n 2L/489 (I -I) 21-/I� C..ICR L 002n 7L/M (I -I) 2Ln20 Reaction Summary 3f _ Type &pG-AU B21>•Bh M-iA RgdBTVAlh --5 Man Ric m-GwLW M.V.W W M.LW M.H :ii ! ml) I 11313n Cn,>• m—y 300n 43hs - .54 b4 _54 Ls 73 he 4 HRd(Tn-( 1 I.5n - 3Wb 57 bs -1 bs -10bs -111e 01. 3 Hllol(I'n-) I 13:, - 3Wb 20b, .7h -42 he 42 bs oil - Material Semumry $racing_Summan, TC SP(AL4.'u3113)r-N4- TCPsig 9:mhdvAn5se163-0,Aufi,dv�,b�•ot,es 13C SI(-4-EM21131}-'2c4 HCBreng SlmtdnAuG5a163QBrtt cL4nly6'us Wb( 3'(AL3062012)f32.4 Loads Summary qTl,'snstsl,asl,mldcvulfarMflardixo lop4boo:„d,ad r�eFx,apae�,et>ad4 bo dti4fL of iSu I50m(huGrogE.(mua�F,h•Poi,.adCnbLiipB,i3nsfrrgcryll(I•*IAU1,O+uaFl3Ltg L)T 4nsha5bemd<�fakdZ� Tf AN*w W,,bn 0,CCZ 1%,a4pfIa4733flh=li((1•i:Fid7 TvSlktcmdwd,rOQrIG0,�7meWdh4fr 3)M'nmm�ragea¢lz+deuaauda,msJ�It3CT brIG07.1 hasmshma(gfd LmdCasa Lrl: Std Live Load Point loads M.A. l—Bn Dhd- load TdAyat, TapChd 2-11-0 LI, 13 bs I9acm 2-11-0 l{, 271n _ TopChd 2-t!-0 110 13bs WChd 2-11-0 lip 27fu Load Case DI: Std Dzad Lnad Point loads pIr \��\ O \ A� L M-hS Luen ISnrin _ I -A Td UWE ----� / X\\e•-\ /�- C BaOd 2-II-0 lip17Z - RpChd 2-1!-0 lip I7lc Bachd 2-II-0 lip 171. Member Forces Summary TC 11-2 d169 -921s 12-3 a197 �I N 1 BC 4-5 OM Obs it ORX -IN hs (441v) 11d. 12-5 0.O60 190 bs (-7:Te)l Truss -to -trim Connections Sunlaar), ID GniAT— cx yi41` e - C.,yieond A.L• TT3 J-, CI4 2.11-0 31s4 TT3 L 04 2-11-0 45d,g TTI 04 Lx 44M 31.s4 - TTI 04 PE�7605 1 I 1 — M1J� � a --�`� � %i�'�� -,4 OR[G 9/0NAL n:yryan u:e•^r,yxu,c,:mu:u:v,:•�..�asJnas¢�.i:-.I,c'Rv�,OI:�Oiv�n�TpIN.:bMv�,l,.1�.sU1:1:tl�COpiA'.VjY�,kVI,�•fKln[l:NertOeS.C'n(:7YC.::1G'Si,9vai]I.AQ':,,daMp,�:Li.\01L:: i1rpT,i0.Y: Y3 .H:in•neBaRiiry: � `,3 ��1h�. �1,�. �h, II L1cgjnAse!mhi:dnuik id'ub:,.yw,u-softrr:L iz:::la*:xai�n-,.T:c;q•04*r"dxv„v:: r,q..scui .2,nun C,•teamrryg;.Pik`InT,ro:nlnfnnHfenfiCetr.,i�ix�"p.prfraSlu.cilidon. vrcn.Alaxu�a phistait.; rtamdanmdby4npa,n.Q.,.mE.Tfa,,;�,?yi..:.:snnuSrmu;;�.Et:-Z?PJ.::FewyirFAcarc?O�:v:u.,kv.ir_-�:i�nil,acvci:r�(:,un!Ma•-1g"o1f�:diau.nn lE"e�•,:phev•$;IY„wr�d: niut al;�,rndn lsY��4ti'i`t+r � ..n�i....vu..cn.... ,..:,.,.� 1 � E. SOUTHERN Caripotrntsauric,le- TRUSS Thum COMPAN IES dial: 2017.7.113uild 2) Material Database lcmm— 1565 Span Pitch Qry OHL 10-5-)2 35-16/12 l 00-0 6 3) Southern Truss Companies, Inc. 2590 N. long; Hiigliway Fort Pierce, F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 011R CAN"rL CANT a" 3�3 000 4-11-12 3-8-2 1-9-14 6-9-10 .. 10.5.12 7 1x51 J3 J3 Tniss: 07 Project N�anac: 145243 Thss D_,Vicr d r Da= &1018 10303) A,'v1 Page: 1 of 2 PL1MS Spacing WaRPLY 1 12 in 39 N_ JS J5 1ABGL 0 0-0 0 ( 1:il44 4-11-12 0-0-0 3-8-2 i 16-9-10 10.5-12 Loading General CS1 Summary Deflection L/ (loc) Allowed I—d (psi) BOgCodc: Fw2DI7/ TC: 031(2-31 Mmat 01D7h L19W (5.6) L1130 TC L: 70 TM 1-20I4 BC: 0.47(6.7) VAIL 0103b LIM (56) L/240 TCQ-: 7 PpMbrl—: Fb b: 0.72(3-A cudoiTL• 0D9i: 2L/343 (1-1) N 2LIM BQ2-: 0 nDI_: 125-A ().WCHLL ON 2L/840 (1-1) 2L/120 BC:10 - TbnM. 0114ii 4 P.eC f.1 (1,MYAn,R1: I1i-42-2A) (11-2367Q) (3:1-112-14.161 (55-23429.) (604134390) (7043.491) Reaction Summary 2r Tvpe BMC-ft apwfi Maehl R4 BmVAJh Ma Rad M.Crn,LW MaxWnSgm Max Lva Max Hriz M()Ak0 1 11313n C—Mamy 3DOb Mft - -212bs -212 bs 1101. 5 HRoI(I'mv:) t ISh - 300 ii 319bs - -183h -I83bs 01. 4 HRoI(r—) 1 ISb 3A3n 90bs - -741n -74 bs Otn Material Summary Bracing -Summary TC 9'(ALSC6'3)13)3S2x4 TCBrndq-r 9-M1 P�5ca16-30,K f da�nly0t—. BC 9'(.4LS7.2013)M2x4 am &g 3vafie>alir66at63-0,flafndnpib�'O/ns _ NIffi 9'(.99C&2012)624 Loads Summary I)Th'sn�lasb�degiedfahefet:Arn 10pfbolmd(adf Wp(ndmdbs& ' / 2)Th'an�has6m(�niforfraTmaofadkndsnaand:mvht9�7-IO�tefoLrMeuvrhl:alip¢ I(AmphuEmakE4x*ax<;fi6i'F�:alCnbt':;(1R(ii'ngCv�'Ilp=IA)>,QealBllg Dne40ftx4733fth-ISfiNmr,17 Tm taT edvvbm.ded.OfL-160.CC74' Wdh4h 3)Miivmmsvagead:laS(ebamrdans:�fiI�TableIfA7.l lasmbon MW Load Case Irl: Std live Load Point Loads Menber L[rvin Dili. Lid T(hNWh Topc d 50_7 D_ 321. B.Chd 17 Up 54, - Tad 5417 BaQChd 5 »P LIP 3,b," 51v TapC d 7-1" BmCd 7-0-6r-. 7-106 TapOd Tbvn D_Jl 711. 41, to �\\ 1 • ���/ Band 7-106 Load C= DI: Sid Dead Lcad D, 4. N ` �Q'. L�GENS�.\��i�/ \ i Poini Loads Manbc main Lv_ Tad T(bNtih ' PE�7605 TopChd 547 rx— 9ts I BaC d 5447 D— 14b, lC I Topad 5437 D.. 96, — 1 d ftChd 5a7 lbpod 7-106 n_ D_ 4b 271 a.1 �- B.0 d 7-106 nhv, 37 t" - �— 0 — / T C d 7-1" BaC d 7-106 ❑_ nrvn 27 tv; 37tu O ORI9- Member Forces Summa Summary Tabkidoc+Mmdvll�mav(S,maxaxhlfarlmaxanp,finetdHavefnrnnw:a<idfani / S--� TC I-2 tL3(n hs 1-:711>5) 2.3 0_'Y14 Al to (S36 bs)13-0 0�-4 lib; (-rghsl//� �yG \\ S/O�AL E BC 5-6 0.33I -6061c 67 0.466 - -(LGFa 7-1 O46ti 497lx \ 1 wbs 2-7 0m 3786, (-2S5b:1 36 00514 232 tss 3-S 0-Ma 6931. r 1MCEAaipyofbRdasomdnP.1>:fivni4xilntcamonaxtras..TFrt i,lnc lcnb_.is(,ri�i:a,d,n i(nun..mftTullyt. imaMaa.f>,r�'aidnfcs:gvlrramvau:uJaniplt3a ni t.•n!•rnnn,.efu<l.IyfKf4uiig :3ri:ul Ni. Bleakly D* A.vnlonN;d,,uiTir.l'u�aacgxvu'n`pOrC!4IGIdq:iktlT�IejY.x33.1•'Y��j'iryfCOWNagx[\!SdJ{'JIB•T\.:t'SMTIUIS`.IfdiY''1nrrY4iIIinf([T4C.n.C(via27`,.1R•�t[titiibadlSYtd itr,mOYv1.4L�m.4x phl£dH9I\• Y�C F1M_S?[J,Fti'I mawfeanMl.�'SnpmStIISµ•Trimµumin.i:ssr;i,niuii E4L276:!Ilaxenrn.u:uti3lrwv:•,:u:lY.rxs.efdpiiti�re::i:dw.uflp:,=1r'ubii; nicn.a:l5y.uq:epb�.>r'4'IS.al:i(:�1'atca tiF eNnICT:nr�ec(4(c 1 i.,n,,-.,,..xa`. �.....nv.,. _1 ! Southern Truss Companies, Inc M ss: 07A � a^ s" "-� tt •, SQIiTHEA@�1 2590 N� kind Highvmy hw gcl 1 x TRUSS Fort Pierce, F134951 Ddle: 611P2018 103Q32Aivi CoalpaxT So111iatsTµ COMPANIES (800) 232-0509 (772) 46 4160 (772) 318-0016 Fax � t oft 'rt1,,, \bsi 2017.7.11Bw1d2) Material Nfallase version 1565 �( S1sm Pitch Qty MI. WR CANT L CANT R PIJ FS Spacing WGITLY j1 4413 3536/12 1 040 0-0/7 0-0-0 010 1 12in 37IID 2) 5-4-11 54-11 ---- 9�413 —� 6 J3 J5 J3A JSA ABGL 0-0-0 0-0-0 1 4-11-12 _ 3-&2 1 ' 5-4-11 9-0-13 Loading I General I CSI Summary Deflection L/ (loc) Allowed L-d 131tCod.: FBC20171 TC: 061(1-2) VnC7C O(C i, LIM (4-5) 1.1190 TCLL 20 TPI I-2014 DC: 040(S6) VnLL• 0112n LtM (4-5) L240 TCOL: 7 RepMtrimmv: Ab 6Vb: 027(24) H-(R 0013, 3 HM: 0 DCIL: 125% CmpFem.K-2.0 Reaction Summary 2r Tvtr B'RCmdn Brgwjh Maeel RgdBmVAM M.It w Afax rravtw Max Wn1111+5i I 6 V.(Wl) i 10394b Ca MAsmy Doi, 371 b, - -1936s 4 M W(rnm) I 15 i, - 3W h 366N - -201 bs 3 HU(Tnns) I ISi, - 3.00h 96tc - -711x Material Summary Bracing Summary TC ST ALS05D20 3)M_7s4 TC&ad¢ 51ia,ininrRxfxsn634RcEid�ly(ifnz 9C 9' 4L506'2013)?22x4 13CBnd�; 9azldoRa4xa,b6-0,11xi,d�s+nby0l,es. Vkb> SP(AL9CT.2012)*a4 sbb 9'(AL972013)122x4 Loads Summary I IThcx,�hssbadgl.dforf,eaiar Yrb IOpAhxmdortllvetudplydadtud: 2)Th-sn�ku6®+daip�,d forlx�fi ofwid badsbe�rdv,m,N51'7:7•IOx.+,l,efo�s:�urAd..dipa lKlmli,ubxupEgxxurcC,RJoFi iwi.G,Kirp.LinN.g(a,�,wryR(I-IW}(keAl➢1� 17ms40fix4133fShm150)ix6,d2mcTnxgTliba mdxxd+oamdd�l7Ir IIA,CC —Adh4 fit 3)—d.—,ihlWTaK1607.1 hasnnbm Tow Load Case Lrl: Sfd Live Load Point Loads Manic [inn Di i. L. d Tfi1Wtt TopChd 3-7-3 D— 431% BMCd 3-7-9 Wan ?bs TopC7d 3-7-3 Wan 32tc BaOd 3-7-3 Lb 5 tx Tapod 6-5-7 Darn 751x BaChd 657 Wan 15 bs TopC7d 657 nxtn 711x Pvcd &57 Wan 4bs Lead Case DI: Sid Dyad Load Point Loads 1 Mmdc Laaann LSwin L d - TrbW.N, ---4--- TopO,d 3-741 D— 21 Ix Bmchd 3-7-8 Wan T.Pod 3-7.3 IYnm 91's ` Bald 3-7-S Doa, 141x 1 Tope d b57 nxa, 351x AnQd &557 Wsr, Alb; Top(M &57 W,m 271A BotC d G57 Wan- 371x Member Forces Summary 7e ei �,�n,� 1�namAxm, nY:anik Cl uxan§x iamE Belem fi mm tAxwlfx� TC I: (1615 7N tx t-6321.0 2-3 0307 NM (4slsl BC 4-$ 035 -7441x Ni 0401 -7441x 6.1 a411 •632M Avd. 2-5 0Y. 2x61x - 124 (12170 1-:I M (h914 -199bs at. -2011c Obs -71 bs Obs EL2v�eAaalni,i:.4aaiu;rd'uoAnrx.rzrfpnf +c+le4iwir�,y... ziyc,li;:firtKet_.-nxmxvaeie;,shmtnSefvanr(xgeardin'1nr.nuainfrtxonn�fixealNc-ry�:frtadtiiminfrnuu:nAiaxnnirpt.r,9xd1.: Sue Fin..risl r maru(a¢vuitvtirtgcmUu;e-li+^nx,pad;Ir�naaartrmaE,L9i-27iv.Aluz,nwpt;xsarcZ()pa c,mLO yaufu:pt+csincefn(rn.ellwa=l.C'viid,� uan 131nirv�epk.x,sxS.l�..xiid, ni'uuah{,+, uac ,ICpu�ryde 2:uil�is._v18.3vrt IRrsF.: o95_ � j7 ' Southern Truss Companies, Inc. Truss: 31 �. 2590 i�)- kin Higllwa ' � y Pr4ectl.Fdl3Le: 1452-B SOUTHEAN Tn%ELsg r. dr TRUSS Fort Pierce, F134951 Dale: 6112018 103a33AM Canfor'l(Shcdioi- Thm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: ) of) Versa- 2016113 [ Blnld 10) f Material Databae versa- 156-5 Spun Pitch Q(Y OFIL OHR CANTL CANT PUB, S1nci-2. VVGTIPLY iI 1.60 5 /12 3 0130 w 14-8 0110 1 24 in 5 Rh 2) 13-0-0 1-6-0 1.M 1.M 1-6-0 0-0-0 r Loading I General I CAI Summary Deflection L/ 0oc) Allowed Load (rs) BdgGD&: FBC20171 TC: 006(I.21 VACk on LI99 3 L/180 I'CLL: 20 Tpl l-2014 BC: all(3-1) �MLL• On L/999 3 L12a0 TCa-: 7 RpMbrl—: M RB+: 000(1) CgmICH7L• On 2L1999 (3-1) 2L/120 DQL: 125% Cam/aitL- On 2L/939 I 2L/120 11atOfims(Int'QYhM): (13-142-3A) Reaction Summary Jf Tym B(RQvnbo BmKlih Maebl RodBnZLWb M. Rai M.G4V1W M.V"LW M-LW t.(mc)ixc 2 Ph(r—) 1 13i, - 300'n 93W - a66s -46bs 4=2W 3 piq%q I 6n Curo Nf—y 3A)n 27W - abs 4W -9292W Material Summary Bracing Summary TC 9'(AL936.3D M0214 TCBoSg %.WWRrksa;106QILrild*nbyCfi- - HC 9'(A-SO&W13)M-2r4 BCBu4rx- 3iatelaNisal6= O,limhgniy(lfnc Wft Loads Summary 1)Thcmuhasb-&*.dforlydra &.,o 100b mdwd ixkadpWdmdbad; 21Th'snnshashmlh >lfafatfaso(w:dl neaudircewtx�9CE7-10vAf.fda4g—dAWipa 16flmphWirrekEyw.eC,1-ukFaind,CnKiLpBudfr�GaEwyRO�lIg1Cwa1B' Rra40flx4733kh-154TAIEdZ—T,,midr.d,.b- J.miUL-1.60,CC7—V,r,t;4fl 3)M...— .L..ibadbgbamdanxhfBCT.bL 1607.1 J.—bnapp6d Member Forces Summary Iebk:d sManGrRlmaxB,maxamlfo ¢(n mmpcfa¢f� vefmmmaxasclfa� TC I I-2 0157 -273 W I I I BC }I 0.103 292 W (-138 W1 11(W Notre I)Tbbdejg, Uadu ASCE 7-10-6e 4by1.2a7Firia B&fngGA, 2)\brCR andH- CRhekadpkstwap ;prom Wbmid=dmd Wd,m p JmDdl LL+(Fa-1)x D:f Lli;a®rdann 3)Pq;a(rymmd6nr,Cq-I!q•hubsnepSdolghehvaln�a�:.w4 vas�mT�dbyd.:TnwMam:faasepeAt9/f1'(1-+1AY'Sedn242 � � D 4)T�mm3mcfwgmphca1iwpm6nu6A Aha�erorcd:cs.uu lmm�inskilbpa4idne�A:nms nsaineMsyfRsirNwhieReas :Smmen. �� Pa 1Yl.pL // S1MutipLgianlharig ait \�\ \P`'_� �`� ��i 6)lsxdw:dlWTfummmbaado;MP4RSOly Wdnz i P E �7605 r ) R10_ //0 �0fVA i NJtICE/aip9nfdu;Qwn3arl>•fens.dl>tarisx0•n;wr.TlcaF_;ofM:x i•vialn�8lavdMeL:�uv.i anJ:chic.gti9.dln'iYTne�MaN(aamandi�4:;gayllwya¢fa•T:d.a;q�lu�•lfleinimau:.iuLxtih.'iKFL.fip '! 131un M. BIeLV:h• Il�r+vA!almlwdrwi�ixiiwa.-ye•o:.Kill•nfa'iwlaMiuircny;sx33n•:ofn•firie:xn;;:mpsgc,4•{silver,Cc(ea.:rryLxn�iltr'InR.xwalnfnnncnd•Caxnlhx� cage!- adTntnlidnnuin,4Laxuxmph:s7u[h: 11 marufanneitySmpu;62sr 'fir'.ri::u1ln:i•au;rd:�ruxCE4t 27(3. h6mrue¢epl,man•31pru::euil.-(r.•ro:i::p'at:vei:;hGiuufln•adC'whi: niwt:m l8g�urephein'41R;wlni,id'u-tceb •hexa�; lYgm pbc ' E ' " Cornponent �, Thm SOUTHERN TRUSS CGFAPAN TES Southern Truss Companies, Inc. 2590N.kin Hi 1;kv• � � y Fort Pierce,F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Tnlss: PfojectNarne: Tr(Ls D�;s? of Dale: 12. 1452-B m Z &IM18 103034AM 1 of 1 lkmim 2016113 [Build 10) Material Datdbase wrsi a 1565 Span Pitch Qn' IN 5/12 12 OHL OHR CAW1, CANTOR 040 01M 140 01)0 PLIES ST-cirg WGI'IPIY 1 24in 711x 1-4-0 r 1.4-0 2-0-0 12 5F- 2t IX41 B ,4-0 24)-0 Loading General CK SummaryT%�FM n IJ (loc) Allowed Lmd (Peel Bk*Qdc FBC2D17' TC: Q10(2-3) Oh1F L" (4-5) L1180 TC:L: 20 TPI 1.2014 BC: 0.11(CI) OUP L/M (4-3) LnA0 TCV.: 7 RcpM6rl x: ,LS NB1: OD7(2-5) ODI i,Lt 99 (I -I) 21,11 W BQ2.: 0 1]QL: 125% Oh 1/999 (I-,) 2L/120 Bet.: 10 001 h 3 ' f3eOfs�(li¢\'l'Ne.Y (13-142-30) (2403-13A.) (51-03-&90.) Reaction Summary If Type Brgg2±2 RV ).tatnl Rgd1LpNBb TI=R4+a M C.yLbr4'1 M.%Wtw Max1W Ma Ibvrz 5 Ph(M I SF Cav,tTfaxrvy 300h 226bs - -69 b, l6 bs 93 bs 4 HRdg—) I ISb - 30D'n 816s -44bs -13h -Mts Obc 3 Hftolrima) I ISh - 311Di1 36bs .30% •27 bs -30hs Obs .Matenal_.Summary Bracing Suminary TC SP(ALgC&20;3)P=2,4 TC&a6 9�rc1a 11rina�63QApfidagnlq•(kn� _ _ BC SP(ALSOS.031P234 - BCB erg 9wdWvP fixa1104Y0.P.*,dL*by0I— _ Nlln SP(N �Yb]112)0334 Loads Summary I)Th'sns�hashmldezaul fafvdfesdeo IOPcihrYndnrd irelndp,n�dbadc 2)7h'sxu¢hasbmldq�d farhdf afv:d hadnsaddansahlCE7-IOvI+Mfpburgu;<r��edipt 16(ImphuGmkF�aveC,fiiyFidi�Cnbl{iP,BuAirkCaeQaryll(I=U701,QaalBk�e, a-40flx4733Qh-15Ib0,CC7 NIM4Q 3)Mif—mragra> b; &lshaonrda ,AWTiCTabL[607.1f.mtaappW Member Forces Summary Tabkisi a�Mm hrigmaxC$(,maxaxhlfo ¢(m xnnlpctarcYd wf maxasnlfaa, TC I.2 0087 -751s 2-3 0.099 -25ts BC 45 OD99 OM s.1 0.114 931s Nibs 2-5 0.0h9 2196s (- 25N This -to -truss Connections Summary M CmWT.s C iry Tr C Nile M3 Argil: I TT3 32 Olt b11-0 315dg1 T73 n c.W .2-11-0 45d$ \\\1 ol pM&-kpeWgA—ACE7- 7l.;tD.Unge.16-- 2)VnCRAnd FLYtCRARIYWLLIIa(IdFlat[mpifNfHl.�(YtNYCbFYFFIdpI6MlWlafllj�TlQYgfdEilIIndIYDAAdNdQOTllptaClaSL�I 1L1(}.Q. I)xRfl Q.na•ID Q�IILVL�1iT�91I7S 1. \ � �� 3lAga+tyoi+ralfaar,(:q=IfY1,Veuhmapp6sintlepF�nhealreialnsdegnvaYnusPxifidba•dcTnesMamrfamcParAt�HffA 1-ZY2Semn242 41Tnsonnsarnnrin sfirgraphial'wpm6nmu AFunLarrdvcwaai xrr�nda0hyraiiadneafcmaxr®avlani�ffsJlmvl'ntrllma7nSmmaD•. 5)L�uidryl6firesminadm AlN9RS(lilvFgdi¢ PE>7605 r 1 * 1 1 ',4 ORID�%���\\, ly/b, l,agraA�lmdil:trauireidulnany niefl4o+'x:r�le�gew-ir_rtgvxshvrnL�: Brts:rssapr:1,rr_rdez�•Ini?��:sY.lranti'tu�vM h:-I:Irya�•sushdynvsun.C�ua+a:�cs ry,•:;0raateivlh �murcn.Naamrphescnnr S� peradao.ellysa;.n,4r.�reCrcryvr�h�hani.dnrrnl�L�t-27r�_47arna[vP+niv+re2,E �ImlkteytiGdl+cst-.i?enfr27.xd15•a=1C'uhih i.fn�:ml$gava-l6Gor'4'IY vhi,}, ni'r4e.a h�F�nK.l ls�l�_;e,� >;y,n,�„� Southern( Truss Companies, Inc. TTiass: B `' SOUTHEAN 2590 X kings Hi way Prrus tk�r: 45243 TRUSS Fort Pierce, F134951 Date: 6/1/2018 103034AM Canpo3erlSolutio STM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pagz: 10f1 Trus Vasi 2016113 (Brad 101 Material Database version: 1565 Span Pitch Qry OHL OHR CANT'L CANrR PLIES Spacing 3VGC�LY 360 5 A2 3 0-0-0 04M 1-0-0 0." ] 1 4-0 2-2-0 3-6-0 12 t m C6 T21 T Ia 1x4 I G17 CJ7A CR r}0-0 0.0-0 2-2-0 a 1 3$-0 Loading General (ASummary Deflection lJ (loc) Allowed w,d 04) B7690,dc FBC20171 TC: 0.10(1-2) WICR: MAP LP499 (4-5) 1./193 TOLL: 20 TPI 1.2014 BC: OD7(5-1) IMLL- unLP L/999 (4-51 L240 TCCL: 7 PUPMbrf— )& Nb: 0D9(35) C.MICFT- OAIn 2L/999 (1-I) 2L/120 BCfL: 0 DOL: 125% CaWCHu_ on 2L/999 (1-1) M/120 Ball 10 fbr4OL• MI i1 3 PbeO(fs�(JrrXYAeeI: (13-142-3A1 (2043-13.90.) (5:1-0}.g903 Reaction Summary Jr Type Bmcwbo Bmwdh MMW R9d13r Wlh M.Rma M.CaaAW MazNbdLbBl MarUJA M.H is 5 R,("[) 1 Sn Cu Mm q 3Wh 214bs - -656s -M& 159 bs 4 UM( ru4 I ISn - 300h 30bn - - - ow 3 HR.1(Tn,4 I 15n - 310:, 49 bs - -i9 bs -551s Obs Material Summary Bracing.Surnary TC SP(A1305.2013)V2x4 TCBraa,, 9vahslalLrie:a,63-0,ArS,d n)y01es BC SP(AL97,2013)r2b4 _ _._ BCBiabwy. 9,mtadarllxiaatl004Wf,des�by0l,as _ Nis SP(AL905-30Lx M.4 Loads Summary I)Th'snsslbstmidc�elforte•df�d,eb IOp,-Iboa>nduW hrlrodpYshadbad; x>T�.,�I,asl�a�lrRt, ir�ora:dt�anaan,m„o1.+,a�7-lo�.e,born�,�dr..dnt.a lcomtl,nn„xkE�•rr„wEdmf,canLa�aB�,�sLa�rn(r=1Doio.�rBt� L5,ns40flx47330,h-ISAKi F,4Z—T..,;13bn-ad.d,-.da,dDM-160,OCZ—Wdh4h 3)Mnnnvnsxagrsvxbads�neoadant�il,iBCTabL•I(f17.1 }r�cnothmappFd Member Forges Summary Tah61,taMonhrR;m9*C3,navax6lfox(mwmmv.fnmdd bvnfnxnmaxmblr� TC 1-'_ 0.101 -151 tx 7-3 Of62 -461s tic 45 OD74 ON SI 0074 159 bs Wb 2.5 0037 274 bs (-1aCtu1 1 Thw-to-truss Connections Summary ro CvnNT— Q.YiMT— A 3e Tr9 D Cnn i7-a 45 ft 1 n 45gna d Notes �Q- y> 1)n,i;a-�,'st,�•Yd:.wscs7-10:,:rdowdlybear7fl�a,x,ec»x � / � � 2)14rCRafdlixz(Rarelaw�IsMMvttmld94LandieuFelratlP4shroup¢cripenevnfd3lnu,du�dodbed,cx„�„dasnnu..l�-I)xtm n.naanda�.s+,.4lvrtxL � � \ � 3)Aquha.uolraa.,cy'Inllmshv��ty6dn/,q,hehQ.ilnsanx wln:a serifidlyheT„e<Dt uwfannrpA1.91f7'I I-1D02Gm,2.42 f PE%7605 \ 41T,ug-o-nea;wrndn-srar�sPh;,rwr:c,immr,•nm,F aan�„urala...raraoot�(.o,e,1n not,c,m„nya�„ad,c�a,a.,w+nbeRes.,sm„ay. 1 1 _ 5)I,ixdw:dsq,lGirodrelnrdmAfN'FRS(hNWdig - ) 3 h d 810 N717tEAutyota,Rdap,dgottsmsluiolrmua,m,nau.n,a��noilH..fi•,turl.,xi;sM.�a,de{'muiera,drupSeo- mnq�FillrylKTnn.Mand3men,d fisuponl,c,mvagardav,mLxnvSe,ft,en0meup,ssfit�t,,lx•r�,a�)� Brian M. Blcal:h� D s,rJsvnlmtu:dxwicnlirtn, ;�nsorpm:urvlmjrm:g Ycrc2+LyWifrl,uucm-,ycrends�,s'gNnSct,emw{neendM-Iny rnrtln( e�&C 111,a'N�'�frradiiivalnror,rtarcn/JammrPhas'mIM Snn GM_;7tilsl 2 mawfaumilly4nren4,tiTit'p,:sen�in:n:w: huu ul,F-S�•2:62 AJa.u.:•rPhrinm3lpu<.cunL�ch•�pcfa3p6l.,n'enfotwdlpa=lS whC, ndissan l3p,zepl+eaS'IS',ulid, i.Sa�a h'�, vifin lspgxph. )C41A, i'..�lG!•AR�.. 1"-fb:, l .� Southern Truss Companies, Inc Truss: J31Pro=N.:u»c: SOUTHERN2590 N. kings Highway '1nt%D=;�c )452-s � c T UB$ Fort Pierce, F134951 T3)te: GIM8 10:30 35A A Cm SOlDilo(DT� Trust COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: I ON T W9m:2016.11.3 [BOd NO) Material Nata11 se ven aL 1564 (� Span Pitch CkY OHL OHR CANPL CANTR PLIES Sroculg MUMMY SPI 3.pa 5 /12 14 0-0-0 1. W G0m 1 24 in 10 Nhs 3-0.0 —i 1�-0 1-M 1-0 0 M 12 5F— 1x4 1 C3G 63G 0-0-0 0-0-0 1 4-0 1� 14 3-0 3-" Loading General CS1 Summary Deflection V (loc) Allowed load (psf) fdkgfO& IBC20171 TC: OD9(1-2) VAOI: MAP L/999 (4-5) L/I80 TOLL ? .TP1 I-2014 BC: ODS(4-5) Vn1Z OnLT L/999 (4-5) L12f0 TOIL: - R�MM1,n ax: V. Wb: 0!n(2-5) 0.00)TI_ ODIn 2L/" (I -I) 2L/120 BCLL: 0 to-: 123% C—ICHL Oa 2L/M (1-1) 2L/120 BCEL, 10 a-M, ODI a 3 FbL0fr s(h XMk,*: (15-142-3_D.) (2D03-1390) (5:1-03590.) Reaction Summary Jr Tv;- ftEe1 nbv BRW1h M —I RgdBRWdh M Reva M 2a LF>rrs MasWndli,fifl M 1)afi8 M Fbie 5 Fb(%I) Si, G—M—" 300a 204 fv - d1 h; dill 137 bs 4 Mtol(rn ) 1 13a 300h 25fs 2N 2ba 3 HW(r—) 1 ISa - 3DOa 30b, .1 In 42 bs 42 la Obs Material Summary-- - TC SP(.4tS1G20:3)F=2i4 BC 9'(&9x.203)>22,4 Wb6 SP(1L9C6-2012)k32x4 Loads Sumrmry Bracing Summary TCBad* 94 hdarA..fm.6-3(I.P rnd!SW y0i— BC13radg 9minlorRvicai100-0,}1vfr,d ;/,IryOlus I)7fi'anslc�sha,�fahslf vdueo IOpdtmmdvd Feladpiudadbeda 21Ths.,,�nssnm,rar.�r�nra;d bam:,a�aa,�.�a�7- w+r,her,�,N�,drar.,:t:y+a Irnmrnam,a�>:.�,.rc,R,y&,d�cnt45�rwai�c,�•n (I- Im) o.�al�e I7i,.400x4733fih-15ftNXES dZ—T,»11.O.edw&mrii r3Z=1.60,CC7anWd/,4h 3)Mnrman.. rg.,:kndmnaw& ii,)BCTatk1607.1 humMnappid Member Forces Summery TxbYnGaecMmFull�max(3.mxaxulfmr(rtrm.3..fuaGd r� nxahlr rc I2 ao9: -1261e 2-3 0.074 31I 13C 4-3 (1076 Obv N OD76 137bs 1-24 MI Wit 2-5 (1076 2L4M (-132b;) i Truss -to -truss Connections Summary ID r—irlTm CvrvireOr4l -2 .4rek: TT6 AI M4- 2704 TT6 DI. M&0-12 270&r. 176 111 w 8412 270ds TT6 B1 67G 100-12 27Udg T76 BI M - II-34 270ds Tr6 . AI M I3-39 270ds T76 BI IiK, I5-3-I 270ft TT6 ' ill M 1-,-3-4 277dm TT9 331 C_iG 44112 90dep. TT9 ill M6n12 906, TT9 ill C•ri - 84112 Soft TT9 DI OG 941-4 gods TT9 - Lit OG II.11-4 90dq, TT9 RI OG 13-11-4 soft Notec- I )ThEhgm i;lnufan.\xCE 7-IOasnfuv+.vdln•M21'i kbiv Biklitr(ide 2)WCRaMHnCRartiawu-rlvdlrrirpmldiloiin+LcnfeladpinY.nuyavryxxvaorAtULnNeuea+dlndamiv,�at[3!! LL+(I:+r-.I)xllfi IL:,amr&ns+�N57JfR 1. 3)nmo�y�.�ur �.ca=ID1.m>I..aappcanf�,meal,�,,,�,try,,.ak,�a:�pac.�t+5•+,�r,�Ma+nram.a�nrrvinl-xk7z_c�.,2bz 4)T�.....in i:Gr)r+rhialhulca,amm� A'n,4w �rnrrruu+I.nvaxttn Julhpmihdntvxtenn.m�iataM,y,6frdwv i+lrRa+.im9vrviu3. SIL'sera:d,q+Kuc�mvnlnvlmMWFlS(1,1a•h+drq: , i v\GENSF`�`�/ P E �7605 N N X I 1 i� ORIO_��i ///�'%NAL ��ll l i 111� ma,.da�,adtysap:.;�o+; r..,,•,5�m Irt-naand,n,,�,rsc.27�c.nw.,�K.,Y;4+� art27�u�.,a,� /r;,�I:nr�.��.R; ti,�t,�a•.1s-wl;d,� r•aa le�„�,haM^.: Imo.++s�,.d��+eand,na,n Ista�cpru: tea_ 1,s Southern Truss Compmies, Jnc. Tiuss: BA11rf " f 2590 N. kin_ Eglnuay SOUTHERN Truss 2l,Vx::rmie: 1 c 43 � TRUSSF(tt.Pierce, F134951 Illtc: N/� 11R I(}3036AM catu4�»a�)��TM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pare: I ON Tnss vxsfa,: M1Ci113 [Bald 10] "ExW Databa2 %er.sm 15C6 spau Pilch pry OHL OHR CANT CANT PULE Spacing WGULY r 2b(1 5 /12 1 0-0-0 0{f0 040 00-0 ] 24 in 11 Ih. I 2-6-0 2-" 12 511 2x CJ7A 0-0-0 0-0-0 4 2-" Loading General C9 Summary Deflection L/ (loc) Allowed Load (Pd) P4cn e: MOW/ TC: 017(1-2) \blat: on LtM (3-1) L1180 Ta.L: 20 TWI-2014 BC: OA43(3-1) V"U.: On Ll" (3'1) L240 Tom: 7 RmMtrl--: lc W(b: O1W(1) R-at On 2 !,W: 0 I.IOL: W% C..pFaar,Ka=20 PheOffsa13rr3CV'�k (15-44190) Reaction Summary if Type BffC—bo &¢Wish Mani,l RddBM\Vdh - — M Rmd h4u0avtbdl M.Vk4u'g4fl Ma,lbbri Marti' I R,(Mn I Sn C—M—.y 30)h 3Wh 921s - -181s .13h 1591s 401a -11s -Ito Oia 3 HRM(T—) I ISn - 2 HRat(Tm) I 1.5 h - 3W h 73 U - -& b; -641a 01s Material Slnnm'ary Bracing Sunmuy - TC 8P(4SC63n 3)9-2.4 Tcawiv: 9aaiala FL3nu63O.Fui,ds�Iq Qins 13C SP(AS05-2013)M2x4- - . BCBndg7 9.�1.sicrFlaivallrb 111u5,d�p,lryQ'�,cs VEX 9&- SP(U9C`•2013)r22.4 Loads Summary 1)Tb's.vah b-dkeRrfMr4Fd,<o10pob nd,odF h.dpLd dtndc z)rFn�l,asbm,a�,wr+,ueraEorwmtum�a®.ea�,w,nv�7-lo..a�krw><wear.,srt�lco�+,wl,arEwu�Ru,•F,�mtcna,*rr„a+ar.�a�arnp-1n,>,oeatBu� MS40Rx473311h=ISQIlbErdZn Tn,ANt,aa4vdodv6bdU(7 lfO,CC7umWdh4ft 3)Mif—.—V..ik diVi,..x ar rAIBCTab11fA7.11 swb—h rpTW Member Forces Summary TnFniwunian vlgm xC9, mxaxidfva (nuxm yr.fn¢t d4Teav8an mexaxul@ru4 M 1-� n1f9 sobs i3v 3-1 00?3-1:01s_ Tniss-to-(miss Connections Summary ID CanidTnen C—i.Tua Omvt Oft A,21 �p Tr8 BA C37.4 3-7-8 31. d4, Nam nTn�d nel�,ti�E7-I0 �„�a�dny N7t,,;*,t mod: 2)\b,a anit►.zCRa et ecalaml od um t+ls,�exnlemdl>z dxo yn„y., anordd\ n,,dacnd�dtmdo,nl,nd�nn u .( x-11.nn u : ann dance a,A a ml 1. 3)�Famalfanr.�,`IA21nsl,mappiitnd.-pLrbvalm::u.eta,+iwlksass�idf7heTn�Mam,E+uvcpsADNf17f i•2A02Sm;n2G2 = ' � P E `7605 � 4)rne 4oaaad.am n Ero �4p1 ol:sai.� u ,my n �•« a q ,.alp,, sans sen�.n1n+�,� . rc o� a duzsr,�., ,hkRm a„sa a �+y. SlliadwidlyrGvwar,slnadmMWTRSQ,y4rdr� - 1 1 I A 1 r'4 `.-0R1 //III 11111 tsm�.�•nrmad.Yna,arMsa,;d,Dine„nm„o.n,a,.n.,d�„nr4;si,u�la,ln..;�w>,en,a�nd�a�dr,�,v,.,A:�at1�r,�TndMa,vraa�amr,�wxna.:aa�r4ya�an,n�,�nrt><i,r n,d.,,drorntwrrBors� B:iaulvLBlea}Jv T�,esaat�M:nr.,w:�:.r���ca,zorM1,.�.-w1a,�na,;E�y R=,r,y�,B�sY+,R,a,;nr,�.,o.d a,aw,.�xt.•.,,.�ry�•��i+r n„P•.van,rrmoex,ac,,,oanvu'�,�•t<ods;,onlrmmin,ulr..ar�snnc s,c>a�47uts1 rrensfasn,dh,•SnRans:xgTi•(kn,;nn�lr�i,aaardini e,r�-27re.Alo.�¢ri+n�s:arc:A1)n,LSu,isirs(uir�dPnc:�eRroW,cltya=l3-Wh:1, �san 188au<a',•,nee.-'9.'IS,wncr:ara�>;anel,eenn l4r�,t,n 2'9••11d 7:.nsii.3l.Ftlir0.fl:+19:I '" ' Southern Truss Companies, Inc. Truss: J4 ' SOUTHERN 2590 N. kinip Higp�vay Project e: 1�2-B TRUSS Fart Pierce, F134951 Late: 610315 Wr-306AM Ca, S011moc�T"' COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax ice: 1 ON Thm Vusim 2016.113 (BuM 101 Mate riYl DBtatax version: 1565 Span Pitch QLy OHL OHR CANPL CANTR PLIES Spach W(J'1; D3Y 4- 0 5 /12 3 004 004 140 040 1 ~-14-0 2) 1x4 i L —G 0-0.0 0-0-0 1-4-0 F 243-0 1 _4-0 4-0-0 Loading General (A Summary Deflection L/ (loc) Allowed rtod Old) BHgC.Jm tBC2017/ TC: 013(1_-3) 1 tat On L1999 (4-5) L1180 Ta r.: 20 7711-2014 BC: O08(4-3) )htLL' OKF L/999 (4-5) L1240 TQt.: 7 Rq,1.Mlmmz: 1-, va: RIO(2-5) Gua1Qi1L MI n X1999 (1-I) 7L/IZD BaL: 0 naL: 125% Can/CHU-1 ah 2L/999 pI 2L1 20 Reaction Summary jr Tvge BrAcamto &R111dh M bvl RgdP-W& M.R— Marta •1w M WM1.i,B1 M-Ltm Max}b,v 5 i4,(PAr) I Sil Ca Ma" 300b Mto - -716s -71 hs 176bs 4 ARNCr—j I 15u - 300n 41 bs - - - oda 3 HM(rnxU 1 IS iI - 3DOn 65tn - .67M 67N Ohs Material Sunmrary Bracing Summary TC 9(ALS05-,)D 3)f=2a4 TCB,au+e 9,nhdorBxixa1634Bcitd��gnlyAns - BC 5F(.AL975-30;3)d23.4 _ BCBmdg 3,mhmornx6r;atIUfiQParinh ntyCllva M. SP(AL97.20I2)R92,4 Loads Sununary 1)Th'sruahash-d.0W fa .ffi2 8eb 101nibotmdxrdf e1Wpkrd®dxni' 3)Thhnashazhm:dcgodfurMaTexofwidtadnaaadanxnl.4ttE7-IO,J,tefNr,:,euaAfvlip¢ I!(Im(i,sYnreKErpaamC,FJ,F�adCal�kFipBoN gC rg,xyllQ-IIU}O.ea1611g Din 40flx4733th-15flNnFndZ—Tr.x, 331vmdl.b-63 ,LUM-IfD,CCZ—)A%h4ft 3)Moimrn m,agantadmua,�sdarmdhlBCTabrl(A7.1 hssnwbanappid Member Forces Summary Tahl rru�tcMmdvigmaxC4,nwxaxhlfmG(nnxaxnp .f<.ne ddranufian mxaxalfaul TC I2 0112 -1921. 2.3 0133 4ON BC 45 f1D31 Qbx SI ODSI 1761n (.32hs) W&I, 12.5 0.101 318b; (-1(Sb,) Th1ss-to-truss Connections Summary M C-ieT— (AnfMTl Ca:rvlti;T% Arse ��lllllll// T ba-4 27f 7J � 70VQ--- ` 4 /�/ /�// IlTh �;�,n45�eauium�wdhytn2r17t1,�B.,aingct 5)LialwnlupBlrariminvlm M1VRLSfTytnd',y. _ _. 4)Tm�oauagnirmv,efir2c phml:u,pmBnml�t Alarg aodvaunral;..xnvnsha/h7n,wiiiln wvc„nt,ea:nani�+6ft>i.++nhteR.vin3vmvy. 3)AquxHj•nwd{ ar.CRu IJYltusbanryr6ilnt¢pLehcal,ei4u.rhw�,r3lwxacq,¢4'.d62IrTnn:hlsixnionv�rA�\`.RTi I-NXL:�x,242 ZI�CRamdbaCRa,et,ewvlanlMvaudddlun,sAcnFrtndplesh,vu, uml.raugfdllmndvtrdedlr„iarnlwiasl)!1 IS.+I}a- i)i D!1 I.Y irwxdn�ua,.1`.Z.1?N I. � . � CENs�� PE �7605 x1 I S'�/�(. SS�OilllNAL,ENG , i10f1(fAmpjol tfi: dvn<fani7adnt.:neh,n.rn,zx.nr,L nn.fra.e.i..ci ntn.::r..Flo:,rz•,.,e,haalmrn�n.,,«qrrtb,•ee7n�aaa,,,e.;a>:n,d,sugrntrss,.aa•aafux,.pu4 vuetc.,t na5„�rot,h,•eKn,atnF T3r;a.=m. BIea1.b. " ILv'grvAsalmhi:drowi�:xtuur.:qe.r.,.,v.')�n`.�iv:,leq:i�icr�ni±ti. aw'yf drrx.,:nn �G.{r.�'*mn`:en:nn.:'{ugran�dr`hn).r-�rulnfn.ukr:SC v,,INxs (ug:fn-shlvrelFfmn¢r /3m alr ph�.;.,Ehc mvufaanullySmfemYrc �Ti1:.-,u..a:fn-i .,u�¢nnv2F.S4-27t2.AEarn :nz'✓.t • unL.r..�sxcfid w_icsfayn�.dl •a'=18"whiiii,ictsan 18 nu_`re,ir'$"'Ifi',wiid,h9cnahid,vcan l3 rocc�1-ir7M�l q ,: e.rpi:u t�43= ? 9 t• A F+��7 ti9JNk'nsF6hFPGs�l3�9:'. J Southern Truss Companies, Inc. Truss: J5 - , 2590 N. kin�' Hi waY Projectl4ame: 1452-B ,>�SOUTHERN nt�a dhc TRUSS Fat Pierce, F134951 Late: N12018 1O 07AM solni«sTM CmTwmtTruss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 Of] Wrsi0n: 2017.7.1 [Build 2] Material Database versiax 1565 Span Pitch Qry OM OHR CANPL CANER PILES Spacing WCi17PIY 5" 5 /12 3 040 0-00 1-" 040 1 24 in 17 rn9 5-6-0 —� f 1-4-0 4-2-0 at 1-4-0 5-0-0 � 0-" 1.4-0 5 1x5i CJ7 CJ7A CH 4-2-0 5z-0 0-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load (P.d) BYI.gCade: FBC20171 TC: 037(2-3) VnCR 002h L/999 (4-5) L/180 TCLL: 20 TH 1-2184 BC: 026(SI) VnLS_ On LN99 (4-5) L240 TCu.: 7 P.Pmwl—: V. um: 0.14(2-5) amICH L• ON 2L/639 n-0 2L/120 BCLIt2 .: 0 DL: 125% CvNWLL• ON nll' 2L/993 (I-1) 2L/120 Reaction Summary E Type BgCnnha ByAdh M—W ROBmWA Nf.Rata M.C—Lbrdl MaxNMlk,tf MarLbBt M-Tbi! 5 git, I 8n C—Mamry 3DOn 2741. - Stibs -86 bs 214ha 4 MW(r—) 1 IS:, - 3DOn 72U - - - 3 HRo1(rrx4 I 15h - amb 111ft - •104 ha -104ha On Material Summary TC 8P(.4ISC6-2013)P22a4 BC 5P(.A1M&2013)h2N4 Wb. 6P(A1,92&371'-)Q2a4 Loads Summary liracin Summary TC&.dw sh.1.d ftrk..63A%.S,d.pL by0th BCBrzo¢ 3u1,e1QA,ri,cat10D0,F1a5,dga,by0tivi qn,'sn,$Issl.n,d�rakef�a.a,1n(�.,u„a,�,rd r,eL„dMKdadK,d, Di-40fts:l MAh-15drQkdraxor4:�uaas:,am,da,.,tiw�4 7-1o,.e,herau1Vdhrdrra.d:S.a 16o„ml,�uaakF-,r�.an•eru,• ,�c+1a,IMP,nuar�e3e yn(Islnn>,fM,aaBL>e D;ncaO W 4733$h= Lif;l3aFid7meTrur,FYYrmiu�auniYa117Q.� ICU,(C2'trztVdh4f 3)M'n'rraana p=lichi&Mi,a=rdamn4TBCTaN16nZ1 hnmhmaR)W Member Forces Summary Taht; f wMmbc)Ek..C51,mazaxhlfo y(ms.¢rnp ramddU—fn rm 61fi o TC 1-2 0.166 -262 W 2.3 0375 .97 1s BC Z. 0232 0b; sl o &s 2)4b, (.96a) t--. 2.5 n144 4531. (-242h) Truss -to -truss Connections Summary ID CaniaiTn Cary-Tnm Camie(ok NO TTII 15 C174 &S-7 45dg TT13 15 (an 7-106 315dg r 7 TT13 15 cry, -I- 45,ig I)Thamtwat�emNCBalon rmadlyae317F,aiw1Wd;VCnt zt3atolamnoa(7carcer..a�la,dlaa;<oa;ladla. c,�n,dP�h�o.,P,r.ryWAaa��„m,�,d�amdmntP,ut:r�� ti.tr,..-q.rm� lu.aaard:m,.a,.+rvna 1. 3)ngaaaramarm.Ca=1nll�le„a�In1,�7wehoah��.:,arL,�,.�:>nas�fel,��+r7„�M,aa,r �aerbaaami 1-x1>:sayo z4 41Trwtiwne>anwinafu•yrap1,;91iR,Pnti4nM1dj.Umtw,x.rir.nwmnt,rnm;n-0mllrprwiWoeiaikn>\re,a;vtar,dttP6`th„u,nhel7mo;n9vnrrcr)•. 5)L;aduidydfli®uxntnndm M11TRS(hyinSm- `����`c-�'��CENS �•����i F / PE17665 r I 1 ' 40RID NAIL IENG\\ a.L e,4i: iu hn.nan;areatLnvi>»unEar-ane•In�r4idir-In;,.nrch:lnniintir alNic"[r4:f:K6v";.etnfinrucartAEt-se,suPh,s� r.1,ua,a:ePltesarc3lF�uR:,unitcdw-,�u!�evtti:uacaxu'.t,.�-1s-uh��;,t �anle�„�rcta•.v:��r,w{,d.:a��an�.,.a.,,l;:��a,� �,n6ic+'N/151 Southern Truss Companies, Inc. Truss: J58 P °< SOUTHERN 2590 N. kin M wa €� Y NedNarne: TmssDes2xa: 1452-B ar TRUSS Fat Pierce, F134951 Date: &10018 10038AM ComponentSolda-STM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pw: 1 of 1 ThNs NLrsic 2017.7 (Bind 14) Material Datat ass versal: 1564 f S1ran Pitch QIy OHL ORR CANPL CANCR PL1F4 Spaci,. \Va1%PLY 5-M 5 /12 2 000 00-0 1-" 040 1 24 in 2011r 4 0 1 Loading 14nd U4 TOIL: 20 TCOL: 7 Bel-: 0 i 14-0 44-0 14-0 5-" 2) General Bk%Q-Ac Y-BC20171 TH 1.2014 Rq,Mlrin . 1M naL: W% 14-0 14-0 el— C& Summary TC: OA42-31 BC: 027(5-1) xvb: Q14(2-5) 1.5x31 0-0-0 Deflection L! (loc) Allowed V.CR 0026 UM (4-3) 1-/150 VnLC: On L/999 (4-5) L240 ®r403TL- 04i, 2L/6,0 (1-1) 2L/I?D Cam/Q-1i2: ODI n1P 2L/999 (1-1) 2L/120 4 1.5x31 Reaction Summary Jr Type ftCm,bo Be3WE, ManiA RgdMV.'Uh M.P.. MaxOax'L1,,di MaxWrdQA M.LW Maxl6re 5 M+(MI) I 36 C—Mavay 3D06 274 bs - IM kc 346> 217bs 4 MW(Phq 1 si, Cm wma'=y 3D3n I Ls - -1041u -10 U - Material Summary Bracing Summary TC S'(.4L9C62013)L22x4 - TCBa6,g: 9e,IWorFL6sm63-0,Ma6d�plbyCif,as BC S'6'Q-9 3013)iC2x4 _ BCBrddrr- 9xa4Wo M,.a.IObAMri,dqpby01— Wb� 9'(AL9C16-3712M2x4 Loads Summary I)TRa hashm&A fafcr:1ru84en IOplbpamdud MWdpledndbad; 2)71i'sn Vwh.&e FWfvt.. m funikad na®rdar xnhS9;.E7-10„i,fefoWie Mnsl i1kc 160m0uli, i4Exj%aoeCRJ.,Fiji'xd,CnbLi B,liigcamU0 1WD 0-'Qa1BUg D-40ftx4733hh=15fLN. d7—Tn:r04&—d,,6— devLLXXr I0,CL7nnWdfi4fi 3)Miunwn:uageadLud:eb.—d-4hT 3CTabL INJ7.1 t-mbm,aMW Member Forces Summary Tab,!bS-sMan,IR..C4,maxaxnfnc(maxmnr.fmrfddievufiommpaxblRr4 TC I-± QI65 -264 bs 2-3 0377 -IOabs BC 4-i 0232 Obs SI 0'.di 217hs (-4565) W. 2-5 Q143 4.41 hs (-242b,) 3.4 0D74 2336: (-1216;) Notes 1)niu i>cpm hf .AKE 7-10 rd'— Jbyfr2C 1: Mnt, W LL+O( BIfngCnic 2)1MCR.,dI*-CRS-kd\\\\`1I I I If 11/� //� wehwrala:dhxce.reld,�Lwi;dteneplshwupmmµxlannfdihcx dtwdsdlndu»,ry�as s-11,W DL'nporrtb—IC.4TW7i I. 3)M�ym:oolum',cy=IDtlp�tlti„ap�Latn+�,,�br,�i �„�de�n �k,�u�,oadM•aer„�xn+am�a,rpa,us:n� 1-nw.s�,z4+ � //�� 4,,.iWwid,q,Rir®sxulnalmMNM1RS!hFa�kudi� \`\���`�N "'_�C� /i/// PE\7605 — 7;• l 1 dt , 1•DI7CEnmlyofd,'s,L:jm.alh•rum:iWnhewvn,nn-a.:r.�h,k.,v,nrr,:.i.fiatxdlu. bauim:L ,uvisa ir¢wm.erc;.,Q,:aitn f.:]'r,co�.Ian:foaanird�srni�amxaa'anignqu>-.a ofi,phfmmii,v:fahty4eRml.r Brian M. BleaVh /�7k DiL—A- ti;d—iy (v_cLr 4jo.—lid<rn:ydn .M1[nr—P!,r_dwltr nwuGnxalM9mwn:kv:-:r�:m�v,.r1,.•k,aa,,,knnwr,r�k-2:I�..af.,n�..�.-�:,�,:.m_n;.,,4.,:,n�1,_.v�uirb�'.:i;os,��+1�:a.1�•„isU,:ua:r:n, l���_�mu�•r Lc;,,l;di,t;:,u n�:nr�„1s�,�ybe o„v :,,..Ix..nw,.. F, �w tttTTT Southern Truss Companies, Inc. T1uss: J5A ray . SOUTHERN 2590 N. kind NtdlwaY Tn Project43 dhc TRUSS Fat Pierce, F134951 Date: N1/2018 10389AM canmxmSol(toomT"' COMPANIES (800) 232-0509 (772) 4644160 (772) 31.8-0016 Fax Page: 1 of I Tnfs 2016113 [BuOd 10) iaterlal Datdhac wrvox 1565 Span Pitch Qy UL OHR CANI'L CANER PIES Spaci% WGT/PLY 460 5112 1 600 000 000 04M 1 24 in 161h5 2x CJTA 0-0-0 0-0-0 1-- 4-6-0 0 - Loading. General CM Summary Deflection IJ (Ioc) Allowed Lmd (ad) 134Q,&: FBC20171 TC: 0A1(1-2) VhR 03i, LR12 (34) L/180 TOLL: 20 T14I-2014 BC: 033(31) VnLL' (Imh L/9V (31) LIM TCOL: 7 R.pMbrl—: 3a �: 0D0(1) Rnm, 0Mb 2 13QI.: 0 DQL: 125 % CapFaoW V-20 Reaction Summary E Type Rg,", &Rltidh Maea1 Rgdl3n%Wh M-RWt aa MaxGavli,N, M-V"LMaxtw Mar Hrir i Nit) I 8i, Cnpa:Mxany 30)h 167 bs - 43 to -431a 233bs , 3 ARW(r-I I 15u - 3Wh 79bs - .ft -2Ls 06s 2 WRnI(r-) I ISn - 3Wb 124 bs - -K bs -106hs Ohs Material Summary Bracing Summary TC 9'(.4L97.20131r--N4 TCGrang 9.halah f-16.3QF ii &-p,by0hn 13C SPOU ,+2T13)*210 _ � RC)Ladg 9.hi jnPui.a1100AMbde�pty0dns ,ton 536r 9'(.MMS 20131E-14 Loads Summary 1)Twnahashe,dj Wfbrt—T-&—IOpgbl dndW dplad-vdkn&, 2)Thcn�hasbaideamAfrrMdiasr,fwid tedsnamWa.n+W,. 7- 10vA,Mfo6,ij—ddrW'm, rlKlmphuliwCEV,rn.eCFi,',•Eni fnhNfpH, G�uyR 0�Is101,O.calBgp Dim40ftx4733fkh- 15AlhEndZu TntKg.*—AvAmnii�dDCL-Ih0,CC70m%dh4fl 3)M'nnnm,sn g izWdiw_nnmri—i, IRCTrh:IM7.I h.srodm,apr" Member Forces Summary Tabtidi-M-b.P.,.L1,nvsxa ulfra0 uxmngr.io¢Ed'aluanfi m,resraral(aay IC I-'_ 0.414 -154h; 13C 31 0325 252kn W".- Tt iss-to-trass Connections Summary 1D C.nidT- C-6mT. s - fai cff.0 A 1, TTIO JSA MA 64 315dc Notac I)Thsdd*r i:bd•.dmkSCE 7.10usrd—d(yix:207Rrikr IkuA mG.i 2))b,CRadfbzCRxirir.eicJendMieawlddki>,ndaroFeMdpkKirmq,ar„(evrenrndllvinsa:n•iaiLud,anrpudaslNl I.1.+(i:r-1)x Ril Rir»mrMrce..r�.�.1VlfFY I 3) LYa r.Cq=IJIO•k.shm,aR,4dninphehmlmiansd.�{mvelaxuA.rifuin•heTnrwAfarw(pia rrANRI 71.21WF.ain,242 4)Tnxsav+uamv,aim nf'urgnl,hGlnu�.ionuny.Vur�e!rnfwau�valnru�ndnlhT.mi4ilnticxMmarrewinard,pr6fUiixx, ntla:R�ninS+mner), 5)I siwidiq,ifiruu'rrah.mlm AlWFRtiC1,A•Mdig - PE17605 l I 1 SS/ONAi,ENG . 1•.VI,IL/101(y O:TKO-V•,MIR•Mt:nk�lrh-VfID'n.aleaS/.I,vY.lnd 6p:rWiliinyr.nMVJT•Ya�v,•.Tr t,.trVfutnq¢iy�:E11h (4'7n[.I uNNUr.aMlf4'al Mtn h�NJi.)'aNUm(J�TCSn'i.:IdOTN:lfl UfOfibj'i,[Ru,S[L!I Brim M. Blc:a)dv Da;y�vAvalmil�d,lwr.'idu:.nuyc.na+'li(<.l+.ixuiur<ia•+�•nyc.ti•]n r0.ij si.2aruns:nlx.Ucd:�imnt'xuneryEv-udlM'hn)xrmuinfnn.rn �C.Teall'ie.`rygfiraddi'nolnfa'm,en.AOar.mrp:inda[It ' msrn,Gmdly$npan9,.r; TrC�n:mmlr.:..aovr�n�,F�t6?76_'..:Fer=.xr. �hiaa.eltrun>:ud.Hd 1 esre'cf<,•rwellys=7ti uF.iiiiu.au:.nl°e. heir �'IS.,diin i.ic:t<aliehn inlS•• he 1 �'u=EsgEr[C.I q v.�•fi. �'P au,;rM1 .n:i:.K::a•r. r�.,,,.,y E — Southern Truss Companies, Inc Tn1ss: J7 a SOUTHERN 2590 N. king gg�iway Projectl4une: Tnk s 1cip cr 3452$ TRUSS Fat Pierce, F134951 Date: N12018 IUO39AM c4r7) >z sonro«>,7 M CCJri1 PAN IES (800) 232-0509 (772) 464-4160 (772) 319-0016 Fax PaL: I of I Tim *naon: 2017.7.1 [Build 21 4 0 1 Span Pitch Qry OHL OHR CANI L CANTR FUNS spac:olg WGT/PLY �I 7-60 5 /12 12 0-00 22 I1n 01" 144 000 1 24 in b 0-0-0 &2-0 -- 7�-0 7-" 5 7x51 ABGL 1.4-0 6-2-0 7-" Loading General CST Summary Deflection L/ (loc) Allowed Load (ryi) B4cod: FW20171 TC: OP_(2-3) VnCR 0.13n L/520 (4-51 L/133 TCLL 20 TPI I-2014 BC: 0.49(5.1) V.U-. ODfb L/999 (4-5) LP_40 TCIL: 7 PUPMtrl -.. Vx Rom: 020(2-5) Q.JCI TLI 0.12n(P 2LJ701 (i-I) 21./I21 BCU- 0 MIL: 125% C.MIOFT1L ODSUP 2L/493 (I -I) x 20 BCOL 10 H. CIL Ofib 3 Pf,cW1 01¢xYMgk 0}141.3A,) (2:143-139a) (50413.490) Reaction Summary JT Type BreCmdn 13re1K0, M ' I RodFie)Vdh MaxRna M.Cr4 •Ibrfl M %dUpffi Maxlbi( M Hac 5 Pn1.11 1 8n C2rnu-Maury 3mn 345 t6 - -Oft -1(Blx 2_Obs 4 HROICflux) 1 ISn - 3mb 1126- - - 3 Hw(Tnex) 1 IS i, - 3mn 169b, - -15111. -151 bs 01. Material Summary 7C S'(.4L97b2013)K!2x4 BC S'(AIAL2613)$2254 )Wx 9'(AL ..Y2011)43214 Loads Summary Bracing Summary TCBr484-c 3.ada)c KA.az6.34Aafnd kpby0h. BC&av� 9`afaiorllaGxaslf100.Hufidc ;�byOlus I)Thun>ehazbandep.dfuhdfaahev IORiMtmdvd hch,ApluMld � 2)Tns�,ffinuw„a�,.drad,�l�ar4�1:,d::,a�aa..zl,n4a'f7• Iou+,dYrolx��ds.d:q.e 16o�ald,nB,e,Kel•,a.`Cr„yF,duf,ea(�rp,l�,a�i,�cae�ayn(r�Im6�lBBF n'nx40fu4733ftih= ISft1laFnd7n,r.Tne6TiY.vmdwi.me+ierdDJL.-Ib(I,CC7n,eWdh4 fl 3)M'nrta m.g=m:b,fti, orr&a ,i,IBCTabL•16n7.1hssrcnhnap{,fid Member Forces Summary TallMa�Man5a'lI)maxCSl,rtnxaxalfom(axmnp.faoAdAraenfmnmaxasulfmy IC 1-2 0181 -3'h,, 1.2.3 O N -127(e aC 45 MU OM 'I OAM 2301x (-591x) RBx 2-5 0.196 617W (-.Wbs) Truss-to-truss Connections Summary In 0,.idTw Csmi�,Tnrx C.'yhRcft Areb TT6 J7 AKL IIb12 170dg TT6 n - ASO- 13b12 270d¢ TT6 n AML 15412 270 ft TT6 n WE n413 270dt TT6 37 ASM 19b12 270dg T76 n n9C2. 21." 1706a TT6 n ASO- 22.54 270d¢ TT6 n Aca. 24-54 270dt TT6 J7 - n3c, 1654 270'* 776 n Asa- 7.4.34 2704, TT6 n nVf2- AS-4 27odW, Tr6 n .WL 32-54 2706¢ 176 n na 34-34 270dg Notm I)Thi:ig i:MsafonASCE7-10 tiS wdlytc3.T ilhik, Fi,dii.g(idt 2) Vndt:udfir<CRnrcdYwv:d..dh.in.oktdk>,wh<uG.:ludP4:h:�m,gryunofdS:bindurohadhW,asn{ualasU#I l.L+(F:kr- I1xLldi 1Xnaasvh+nt ,i,.VSlIT7 I. 3)Aanafrymm+r ax•W' I.rcl,I�bn„xr,pceb+l,bbn:.I.rel.,,v��xa�A.esef ndrrn�Ma�.d+4o,.vvt„A*&irrr 1-zaozsmi�,za2 4)Tnn<-t.asam,n�:nsfngali,ialirz>).sx,ronmi;/.h.n�rlr,d,oc,.valmrroin9nlh7vcwiSdb�ahrnn. w.ana,dd,{�E'idwn nlrRa�n Gmnvy. 511Uasluidupfasnezv,sln�ooMU'F7LSU,Hhd:c _ __ _ 13',711(bA�, �orhi:bajen4aEbafnmi;ednl,ro>ni'nnnriux.Tlkd�:nofnni`ini4re11uv;i;Imvdm.ivsuiiaanlryui.mun:�n, CUbyfeTnrsMnm,f nvrandnf:u�ndramua�•aMmngiv,aofdn:da,n,6„mrod,ydxAnzrrc BrianM Bleildy j T�nA:`al.n6i:i,xn:rJi.1"u�<aufc,n¢of0.d'cirola,8l.vsnn��&:.,lil•ialer,s:arm,�rwr�.dowtSrdrurvry,�eandde"Im{`mminfm,reimS(i�ualTbsx'IeL�fwaddmn,Infm,a6nAimrmrld,t s1�01i• ;auzFsea7fiQl f narMzsasdlp•Sn;.ir.O:.�TiCmS•.,min;i,s,urdnz:ue,F_tii-2i6:.4Wrumrphaa�e�pt�unLsd,esv£�d ry�iieenfnFsudFpn=1S'aiihniuesan lBYia+pGe«'S+11S;ufim id:e�uli.�uam i8;a,g7.he LcgOtylGc<}(�RF6u: Fiv»I Southern Truss Companies, Inc. Tom' PA >'rged I Ian,e: 1452-B 2590 N. kings Hii&vay Tnm 13.51w=. � ` gmmt cs TRUSS �T1D Fort Pierce, F134951 Date: N12013 1tr3&40A,�t �(m a�TM r.GMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax rage: I of 1 `^.��,N^ �fNiS Vemm- 201611.3 [Bind 101 [ iVfalerialLhfatstsc�eninn IShS Span Finch Oy OHL OUR CANTL CANI'R PUPS Spathe WCT/E'1_l' 660 5 /12 3 btl{) (}00 04W 0-0A 1 24 in 22I1a r— -- 6-6-0 1 I !-- — 6-6-0 6-s-0 - 2 12 5F— rn � 3x3 / 1 2x,01 T3 ABGL 0-" 0-M 6-EO 6-6-0 ~ Loading General CST Sunumry Deflection LI (loc) Allowed load (red) BbaCede: FDC2017J TC: a77(1-2) VnOL. 0.73n L/296 (3-1) L/180 TOLL 20 TH I-2014 BC: 056(ll) VnLL• 0M, L/830 (31) 1./2 TCIL: 7 Rq;Mbr1—; lies Nib: 000(I) H—CR: 006b 2 BC(.L: 0 nm: W.., C)apramyl:a=20 Box: 10 PneIXfsafJ;eX�4mk (13-4.4.1_a01 Reaction Summary if Type BrFCm:ho Bm. Ntih Ma ' I RgdBrgNNh M xRraa MaxCr4 1)pldl Ma�NMI}Sfl MexllplR Ma:I-6fit 1 NNW) I 8n CamxM •my 300n 243tx - d/lu -67ln 275 bs 3 HRd(fnaa 3Nu 116h- - - - Oix 2 HRdTnnl I ISh - 300h 17SW - -1491. -149h Ots Material Summary - Bracing Summary TC S4(.4—gO5.30 3)(^a4 TCB-619 3:mi�orPv5Kai6iU,Pu=:de�g:lyOtvt .. BC SNABOQO0..1)A_2x4 —_— BCD-* 9�fiaforF4fr ta1100-O,AuSi nlyCWs VA. sb SP(AMS-M13)62h4 Loads Summary idrass�o10plb—d-d 6�kd*6Mb L z)TnFn�lashaT�rdin<a�/raaorwrdmd<�aanaan¢.�n�sa¢7-la.,nkrd,,..:cuedi•..d:�r Iao�+,w:,nKex�,rCwn•r-.�•r6rH(,.B�1f�ia�•np=Ino),o.�1B� I)i-40flx47334h=151>WEMZo Tne,Hil.e,J d;-,W. IXL,IIA,(rZm)hl,t;4fi 3)Mnimmmneeae;:lndignaaudan,.� IBCTabbIMJ.I h—b—IVW Member Forces Summary Tabrnl'uoMonlvlQmax(9,;a.axwlfo¢(rcrangr.(u¢ddRaaxifimmaxaxhlfmj TC I2 onl a9o1a iz }I 0356 -3131, NBr, Truss -to -truss Connections Summary m Cl idT— rll ni ThT v; r ny::e()TO A: L S AWI '9CL b12 2x) \\�PN _B TITLF,q % Notes - `��2-�'��GENSF•���% { I)ThFdaagn'sbxwOonAtiL 7-IOasnSaeudlybe2(17bte& HaJ:;gCMe / 21161CRaNHnCRe:eirvarial:udhYoomldihtiysfirnFeMdliachvupn.:Rc..,+,d'ddl�r,drnde,d ludmmpprlxs(Sfl llafl;v-I)x nll A.nasrS��ub.lh4:1i51. � � \ � 3)A,;aFj*.-Afaax.Cy=ILQhmb-m n-Mnhgh.b—) i.—,Ngmri.,.eB.isalbyt.TuoM..d—MAI,'4TPl1--YMSmn242 - f PE>7605 d)Tgq:WUCpyvimy: isfilrpapliulnnPMtinm(�'Alnnzv'n'Mvmuvael:x�vpril:ekJbel�Udaibe�iahrnnx:vunardtgNLltnvinhtne,oin9nnm�•. 1 ) �• 5)t�uFdpPH'irmarr>tlnadmMN'FSCSCb;ylwti� - � I y b I , llllll rm�a y arced n.� eb ranN moa aav a.�sr..TMd nnre;n.d ,enln tii n+,na ,, .:na dny : ma< rn heTnu M wG vcaMrtfs q r deaauaa an ovnpan cafA nimn uiafaf tn•f elS:dfi� BrianNL B)cilt: R+�mA�lm(ind<aM:@rdv�bas,�r,nmf(,M,xbrx+lag::mip:yv;3,�j•:r,Hjfxtenxango'vndeins';x;n4ehwc';uv�,+dir'ImFcvnntinrmm(.x;kfunalt•Tea')e),ifp'ad:tiinali�fmraun.4lainmrpbtdntl,e ��*7�1 1 manutamdba•FnM1cn4ar,�-'lit;i.nrym•Inci::,�.d� 1vE:E9:-2)/1..4Fate urlL�arc$lg,v�4•,mh<-ikq �li:t mei;fii4 kdlrva =1.4 chili n3uaan ISpus�(inRnrS�flS,vlid;nla�ali@hN;em lSgn¢-(Jse +3.),1N' FEdih Ar¢F734?I51 Southern Truss Companies, Inc. Thiss: Ll SOUTHERN! 2590N.king&Higmay T`hm mg-m-- 1�4 T€IDSS Fort Pierce, Date: 61018 ►00:41AM canfx.temsansa>ST^� COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ION Thm W ,ion: 201CL113 [ BL@d 101 Material Database wrsiaL 1565 Span Pitch 01- OHL OHR CANT CANrR NJFS Splaca VXjMPLY 12- 0 5 /12 _ 000 0.00 1-M 1-" 1 I— 6-0-0 124)-0 4x5 - 2 12 12 5F— -�5 0 N v 2001 2x10� 3x4 - 3x4 - 3 1 1 1T4 1x4 j 0-" 0-M 1-0-0 5-M 5-0-0 1-0-0 6-0-0 ' - 11-0-0 Loading General CR Sim nary Deflection L/ (loc) Allowed Load 04) 13i1SCode: FW20171 TC: OA(2-3) lbt(R oD9i, L/999 (4-1) L/180 TOIL: 20 TPI I-2014 13C: 0.43(•il) WL. 003n L1999 (4-I) L240 TCQ.: 7 NpMb,[m . lis W5: 0.1](2-4) H.2CR ODIn 3 . BOL: ' 0 110L: I]5°6 OepFaax,3;-20 BQL: 10 Phm(h¢,-ZA.t (1g143-3D.) (200.3-13A) (35.142-3A) (4"3890.) Reaction Summary Tr Tvae Ppcnrrdn lkg%XM M Mel A4dBreWdf7 M Ilaw MaxCrevlb30 M PFdlk58 M Lim Maaffu¢ I frn(MI) 1 Sh C—M.-q 31Ub 469h- - -199bs -199hs -37 h- 3 f3Rot(ml) I 8n Co M..-y Moil 469b; - -199h -199 to ot. Material Summary Bracing Summary TC SP(AL936.2013)9-IN4 - TC&amg -$hmhefortivisa763A1WnM�sbyOhas BC SP(ALSCS-2D 3)*'__R4 13CB-bF 9�itW"Rvisd7-Khvin&*hy0'— Wbs Loads Sununary I)ThsneshasFmsd,*Wfwte Tjs6 n10p7wtmdwdrvekndrdeA dhid; 2)Th'sn�hasbende3yj�df'rcixBi�nfssrd lzd;neaadanxvh4KF7•IOw/7hrolry �un•dd tiq.e lHlr�hulnagF.quwe�Fv►1FnieulCubr}f{LLL 11i�CaEBsq•110=INI,O•s'+x113t� U-40f.4733Qh-ISh1•hErd7—Tnm;N.,i.-mdvb-.6.iDa,la,CC7 Wdh4fi 3)Mn.mvnmra�aectndie8nauvsh�mht1�'rihhlMZl kuro�hmalg6d Member Forces Summary TaKidauMmlcTOmaxC9,msaxbl(my(miwxnpcfix¢'fddiaevfimmaea.lrn� TC I-2 lI.S77 512 is ]d 0577 •812bi t BC 3� 0.434 711 is (-5 ., 4-I A434 W I )x (-SAltsl ' Wt. 2-1 0106 261-1s (-33 ts1 Nolex 21�61fRardfiarzCAarcfKvaualandhrimrelddksxE.A�v hehadpLsleavpangwuuofMhixsduoe4adMdalmpudasLml lL*f1�a-I)x[2fl LY.iiaan�hnssv.�+A1.F/17'I I. 2'AI�'s4-CRA9d—ima dKvi, IdAd RMeFhakd d*d- 31Agmk,...Nfear,Cq-IAJ,layslxnar tnd pb.b-1rei;—&d pwlnas4xedtyivT—Maw(ao MAN TH 1.- Y2:¢un24± 41iinlvidurstnrmrirsfasimhlK'FlLSOJa•to6rq: B f N •���' � \\\\� . �- CENS`� r P E k7605 N(7110EAasrrvaffi'sa:iFr.'nFMhm�idaJs�ira�a�am. tYT. .a;n,dto;i�G.+kol n,r.whown�.i ilv�m'Asa.I.ndtcdrnur�niuLSac[ycnvM:lndwnllEnyixi:ir�t �ti.cr �vJf,'fni.:nrss+sYr,;, t.,aiisa�dretrimuwv�+idF7rines:Nat.�iasierandvvµnr�i.a,cvuF nrCa�n{�lamru(ixnfrmmnnurofiyixfiv �ica�l..a..�lSeiKaM1(x4twlr><•-Itrgmnulnfmine,Yl.11Hnalhix>�ryz li[aLf'imdilf lrF' tlnnAlamwY;dlL'$nih: Brim) KC Blaikty 1 �aE. 97NJ?I mandaa.md 'S.0 4. -l'afi Ir„e:r,ard,n..vS.F_`:2-_7!.?.Ar<n�w'e I-as.•71 unix;tc -v�(u! eiebieE*xvlhs=1C'vli�hirlv�L an lS;. �bcM' IS,vii M lent. 4 .nvm r4; `— F--'4—_ 1 r!Is _._—___—__� -•ig.i F. �a _•I+h hi�fesrah'himir�l8•�u~ C ±+ss11:'vr_c}i3iF Rm:F: �4!'�I - Southern Truss Companies, Inc. TLuss: 19G AM IdaNt. SOUTHERN 2590 N. kinSs Highway ProjectI�me: Tttj%nngrr. 145243 i dtr CmlpxrntSOlLmOliTM TRUSS Fort Pierce, F134951 Date: 61121v1 018 103(t42A TRW COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: loft Nb-wxr 201611.3 I Auld 10] Material DnhLe version: 15CL5 Sinn Pitch QY 01-E OHR CANT CANTR PLIES Spacing )VCMPLY 12-M 5 /12 1 00-0 Nw 140 1-" 1 12 in 501ts 1 12-0-0 - -- 4-0-0 — 4-0-0 4-0-0 443-0 B-0-0 12.0-0 11 31 4x5 - 4x6 - FA I C.14 J4 0-0-0 3-M 4-0-0 3-0-0 1-0-0 4-" 8-M + _ 11-0-0 Loa&rig General CR Summary Deflection L/ (loc) Allowed Load (Te1) atco'e: FBC2)I7/ TC: O40(3A) xb,Ot ON U999 (-� L/180 TQL: 20 TW1-2O17 BC: 022(4-5) Ntnu. O02n L1999 (3-6) LrW TCQ-: 7 %pMbrinaase: Tb RB,: M6(.}9 FbuM ODIn 4 BCIL: 10 W.QTm(hmYA'O (I3-142.3D.) 01034M) (3:1-123-SD) (43-142-3D.) (5:1-12341%) (62,U3Wl Reaction .Summary Jr _ Type BMCan)o ft%Vdh Maus,l RgdMUM Max Raw M.C—loM M.N%wlw M.1w Maxli:,it 1 Ifi(Y,iU 1 Sn CmoaMax,rvy 3D0h 3601. - -2171n -227h -12hs 4 THU(%kll I si, Conm>:Maavvuy 3DOn 361W - -2281% -228 hs 0ft Material Summary Bracing Sunmiary TC 9'64L9CT 2013)422x4 = TCB:saw 9wt,edwP is 6-3-Qhcf d.L byChe< BC 9y.41Aco2013)*23,4 - BCB+aug 9�crrlvisu64-0.I1ci,dvpntyOhes W4a 9'(.4335-20124MN4 Loads Summary 11Th'srushasGmd�rnlfahedraa4eo IOptbo►nnd:odtxhadTicMdlnd, 2)Th'sn�hasMmdemjutfort:cdi��vidl naoxrd,rm,h1AE7-IOx/,teki vgu�di uiigxe I60mphulnaGEq,au C,)ii),Fnk iQhHrrp,&aftCatT yB(I=IDJJ,O. IBI* Lk,s40ftxA733 Qh� I51�1•IxFidZoeTn�Tkilvmdud>ox�MutOQ.�1.60,C1:7aneWiLh4tt 3)M'nmwnuxagrenegadi:gnaa>rdan¢,W,B3C19L,N1607.1 h.-I a:apy4d Load Cm Lrl: Std Uw Load Point Loads Marsha L—wn Dill- laud TrbNkw TapO,d 4-0.0 0— 20 hs BaQd 440 to 's Lx TopQd 4412 Rnu, 421n 24n BaChd 4412 Lb 2tv 24n 1-0-0 12-0-0 0-" WO T.pChd 62 42hs 24 i BO[Od 6012 Up 21u 24 i T.pCd 7-III TPn42h_4n &x(d 7-4 L2k24n \\\\\\1,11 I I • IE31 4 / TopGd &xOd1,GENg �`�j Load Case DI: Sid Dead Lmd V� `�`�'-511 Point loads TapOd 440 lip Otx 1 BaOd A." Iknu: Al. TopC d 4412 lbw: 141, 24i, Tq,Od 6 -:2 D— 141w 24b - BaUd 642 D— 3)te 2Ah TopOx1 7-1[-An-: 146; 24n BaQd 7-I IA rk— 211r 24 i, TopO:d 1L00 Lp 01x RxChd SO4) D— A h Member Forces Sumrrrary - h,wid'c,� Manti llzm,xc4..x blr,z(no �x,�..f xaar cr ,m,xax.,lrn TC 11_ 046 lyi357Ic (•T71 ex113a 0.4(D 5oitx: i-7�41e1( / PE>t7605 / 1 1 1 — oID ORIV ///�S/GNAL �Illll111� �....,.7.,.°,,..,..,.,.:,.,,.a,:,..yar,..,,.n,+a..,..+w:m.�,c.,zu:n.anuum.vie.:avn.,n:,upo,m+rt:.,{3,wig>c•,nN;Ma:.:t:.:ermC:ms,}nn hs wrw•.vum,:pLi-:ennftLid munvishb�dek#dir4 t 13T1i112 M B)raldy 1;s�cA4vlmd:ic,5ani�idi:,aaaru:uoti+d'cvmlcpr.�ip:�x, vdij,:rir_tu.:n„pzxrvS_S�dcra,;S.:irm.vlr.A'-..nih•'1::y,:.vminf,,,.:(mf.�fe„�il1m"p,}•f�r;.d]�anlnf..munn Af¢rnun'phn,r.11y � .�:�Y�F,p 4,,�.�!,.,,,'.1.�� `I. lmaruf su,dMS,yan9mgli{i,', ,,:mhc�i,ssn:,ru+,d:L9'.2-6;,Lu..u-.pa,.:a:erll�.un.:nL.;t�eq,:i4dptrt�irc.f.t.*.dh:a-1.S"u:,i': nicwuan l3H,us,•pL.ca'J=IY':ufiih idia,sa:i�4,u�:ISp�p6c 1 0 `- Southern Truss Companies, Inc. Truss: MV2 2590N. kin Ni�rvva � Y [Name: 45-143 SOUTHERN TRU 55 Fort Pierce, 1134951 r,-��D�g1>el: Thins Date: it � 611)2018 16-i0:43AM Cat ri SoI111icI 6TN TTIM C4Puli}A11111=9 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: I of I Version: 201fi 11.3 (Build 10) Material Database vc,,,ai 1564 Span Pitch QY OHL OHR CANCL CANER PLIES Spacing WGULY 2-U 5 /12 2 040 040 000 040 1 24 in S N I— 2-0-0 --I 12 5F 2) 24)-0 r 2-0-0 Loading General (A Summary Deflection L/ (loc) Allowed Trod (1,50 BtlgGc,&: FBC20171 TC! 012(1.2) V.012. On LP993 L/130 TOLL: 20 TA 1.2014 IC: 0.14(3-I) 1615].. oil L1999 L240 TCOL: 7 Rq,kfb,[ raa:: liaa- N6: OW(I) H-CPL On DOLL: 0 (1(B-: 125 chvfk-01 a_20 BCOL: 10 Reaction Summary Ji Brg Mania] MaxR-i N ArRaaa M.C.,IW MaNdLW MaxLw Mati¢ CTen,n Co.,amMacmy 171 tc 91 p1f -I5h; .68 In 4Sh 1311. Material Summary Bracing Sununary Tc SPULS0670I2)432x4 Tf_Bmdng 9,wMarRr4xaIG3(I,Flviida�,b�'Oias BC SP(A-90S.20 2 WN4 BCBaaog 9,m1xi1¢Ae5nal6_'+-0,11vE,do-igntyOtrex . - - Loads Summary I)Th'srushastxinh�f RrtKC)htduro IOp4b.�tm�cxdFxMdp4 d:ad6a� 2)Th'sn�F slmrd�gredfaMdFasafeidl�iraavdanxrw.�Yti7-IO�rl,efobv:g,mr�rei ipnt lHlmphulimeErparre�T,JrEndxui.f bLiip,B N.gCa�xyllp�IdU1.(uaalFSNg UiM40ftx4733tb-IStE,dZu TrueST&-.A-h,-b bu11XL=1NJ,OC7meWddr4f, Member Forces Sunumry T *iaff.-Mmd.M.arQ, mxaxwlfo�(mezu pcfo ¢Jd m fnm,mraxwlfir4 Tc 1111-2 ale -n2F,; I I I e� '}I 0.137 12'r (-SS. Nbb Notes I)Tn'sd�aabasaioanscE7- ync217Fhiia W,04Gd, 2)�araeamFF,ao(arcf�lamly:�molma,:,ed�roF4tnapt,sirea�anqu,eaornn�r,d„e���adFn4mo,pnsaran IL+(l;,r.11.rwt_Izbaant+�.w,1ov,Trtl. - 3jG'ebtreprFammuaalrvxndrad h*RE 4)AgaviyoxvM6ar,Cq=IW,Fn lrmapp6dbh;pE.ebaal,vxn�edaj{•nral,sas�w•fiL(yir7nAsMawf omrpaAh4/fR l-MtFmin 241 \A\\\`1} sly,(; d� 1R aoanl aaMwFxsayl \� l�(l . BL / �/ ENS'���i�i i f P E >7605 it rl I ONAL ENG? \\ G tnncfnmp•otesa ,vt( n.a:. „rK� ,,r. r• 7b k z af0-h:kiaaI kiI d:..__ : w.;b..+a�T­Ma f.,, ­Iad ,p,.a, rKr,r,, a fol,t•,f0,E , Br n Mi Blcaldv L�iaAsaimh'sdnw:�ndLv�a;.nc.n,nfi.,::-,,,.,eutu �i.v<r..3,>ve.�m<,lhfordrn:.:.u,rm,ah �ilaw.S.rceem•i�•cnit><`i:mr.n�cb,f n.K6r1,Cf•xliGkt'{n}rfr.i1i'.�y!nfivrr�,:xAOarvmrpbecJnn'c �„_Vr`�BEI N rrarndaaordly.Srnpm4•sc-Ti{m,n.rib.�:iscl�rn.:,-LG-'i/�i.vnn.m'pL,ran•;!1;�e`K:vv!•wrar.,i'edNo.-c¢c::f,Sne1.,>s--1tiv{ii,i.iir�sa l:;(,,ug.•liac•,�S-'1,Y,uL:in7u,�a hefinxan iSg74�� � i.y,�.i..-,u. cn... ,a-.•,.;�a� 2� Soudw-m Truss Companies, Inc. Muss:MV4 2590 N. kin NidiNva � Y Pr;er(1. ,e: 14s2$ al SOUTHERN MwDe*iper: dhc TRUSS Fort Pierce, F1 34951 Date: MOM IaM..43AM Ccxrq.nerd So1(36ctnTM COMP'AN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of i TnW Nbrsio - 201611.3 [B3nld 10) Material DalahL� rersac 1564 Sp.T(1 Pitch Qry OHL ORR CANTL CANIR PIRS SpaLvng WGULY 4110 5112 2 0-0-0 0()-0 040 0110 1 24 in 12Ibb I— 4-0-0 --- ---1 4-b-0 4-M 1.541 " 2) 3 1.54 1 0-0-0 0-" 1 4-0-0 4-" Loading I General CSI Sunmlary Deflection L! (Ioc) Allowed (a1d OA BBgcc&-. MC20171 TC: 035(1-2) VOOL, On L/999 L/ISO TC[L: 20 TNI-2)14 BC: 0.15(31) 36tLL oil L/999 L/240• TCM: 7 Rq,Mlrimmz: b Wffi: (14)(1-3) H-CR On 3 13(IL: 0 I UM: 125% OaRFamr K— 0 Reaction Summary E Tvoe ftcmh B,;?%%M Maasl M-R— MReaa M.G-LW M.Widibm M.LW Max Hi¢ 1 Cm6umn 1 43n CmocMasrny 205hs 78plr bs -T-bs 2561a Material Summary Bracing Summary TC SP(AISC6-]0:2)ON4 TCBmmg Shwhai, P.5nn6-KhAdaenbj0l- 13C SP(-�312)1132x4 _BCBmdrg Shxdf dmPWI a1634I,FaWjbj0l— W6s T(ALI'620L)62,4 Loads Summary -- - ()Th'sauahaslxmdcyndfvfrdfaadieo IOpdb�trndiadFebalplcdad lnd; 2)Tn�n�lns(.n,�naaro�kerm�oru;dl.��a�aan�a�t¢�7-1o,�fxrou��u..e:q,c Irrhnre„a�n.,>:v,.,.�c,r(d,'F,.»a+.,alai3s,,Bn�g�.r�.•nn=I.w>,a.,a�BBg pira40fix4733Qh=ISfiFid7meTnrsl9firaWa�mr,aia�Df7lr•I.tU,CC7meWdh4 ft Member Forces Summary r nb:dL� sM mbaigmaxcs,aHx,xhlr a („axe yrrxu adm� s v mxxax(drm 1 LC 1.2 0350 BC 31 0.146 1211c 1-63M) Wt. 2-3 ft410 239hs Oohd Dote= I)71v;dnign KlndeM°CE7-loasntaaaallytie�71-W' eF3udi:�gOde 2)36SOtaM}b20tani,ews,landhuvanlddlmxnArbh�dlaasM1eaupo.nfunontd•IkronduznArdltxinmry ixsilil il+(I;s-I)xRil_R.na,nnt nxwh.47.4111i 1. - 31Cutim,pusmn6umabcmmdndfmig ` 4)AquaEymnrolfaar,C4"IAO,F¢shana�kibt,hebealrnsmsivmva4aixsg�dfultylseTmaMsrod3sveryAh111f7'f 1.2(WS bn'_42 5)L'esiwidur6fi,e�o-elciadmh,W'FRSOJ3•I�dirr \\A \1N NI.B� / ! PE17605 i 1 1 ORI = >< 1 1 S/ONAL ENG\\�`\\\ NM(MAn- nfdvde;,dnllnfinkddnf vnti,mx ar.'f1etgnofficnL.iielnN:'sha.ido+in+Huai,animpr:mr w,u{asflgirTnn-�fan n.rxninisyrn t—maaa•aidf,•f,%Ui,g Brian M. BIcaUy j LL vAxilmfi,d—iqid'im.——rindev�ixolegi -irony,u,3Jysatij•fx•ixrsnaxn,•euvvQ:3n,JamnSedrmwp-a,dtc"h,lrcrnnilnfnimnnSCue+a144.",lafmadiuxnlnfimn:r.Nmnwr(i+aScde,(M ;e,,,�g�rat i Ham,fwwdip•Sngem4Ti{irganyl�i,amrd,��'>e',E42-2767.Na+or¢rpheean•3)1amlc�e.sy'.d�4�-d�si:fn6wdM•a'It^whih �irer_san lS):,ug�phea'�-IS,whd,idia,xaFisnma�l:�n _1i,e Southern Tru&Q Compmie& Ine- Truss: NIV6 SOUTHERN 2590N. kingHi di � Pnject)bme: 1452-B TnnsD-s-dw. dr- TRUSS Fort Pierce, F1 34951 Dale: 6/1Q0]8 1039.44AM CanrvwSolufbil- Tnnc COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: I o£] Nk(aiu¢ 201611.3 L&iW )O] Material Database 1F sm 1564 Span Pitch On OHL OHR CANN, CANTR PUSS Spacing WG£/PLY 64)-4 5 /12 2 OOi1 Otw 04A 30-0 1 24 in 191h 1.5x3 I 21 G-M 0.0-0 6-0-0 Loading General CS1 Summary Deflection 1J (loc) Allowed L-d (Mr, Bugcc&: FBC20171 TC: 053(1-2) VnQ.: On L/999 L/ISO Tn.L 20 TH 1.2014 BC: 039(3-1) M"u-, OnIF L/" LPAO TCa.. 7 kpMlr—: )Ls w2h: OSO-3) Hx OC 0i, 3 BOLL: 0 DOL: 125:o Own ;Y-20 ifCM 10 H,eoffwj-\%kyiL (I:Ih153R2) (29-12.4-390) 0:1-I2 M) Reaction Surrunary 7r TM* EkpCo b. P VMh M..W RO&PUbb Max R®a Ma.C-17pTii k1.VAdLVM M.Lbiri MaxH i 3 HW(Ml) 1 72n C�h(aaxvy lidan,a, 178 ha - -77 bs -771. Obs P.(%I) 1 72n C—n Ma-n, Lida 2661z - 611A 61 b1' IW b; Material Summary Bracing Summary TC S'IAL9.7b2012)*2,4 TCB iw SraM, P...6dd,11ab &,*tjOh— . BC S'6X-1V62012)P334 iC1Aeo S,•andc PA ficu&• Aftxindep,ly0hn Rtts - S (M-935-2012)t334 Loads Summary I)Thi;x,m:hsshm,diTdforhdfasdl,eo 1OpfbA-dxrdFaekedpicdsdbD&* ' AThunt9cla tm,ifortrdfuofwid badcneaor&,�wh7-10 W,I,ekta,:gw.r3fi W iqa I6(Imph WinakL•xpxamC,1W�•Frdxaal.Gil,l•Fip,i3udi'nE0„�rry II (I=IfU�OxdPOg Lirtc40 frs4733 ft7h=IS $TaEd 7meTnea,Tl4�edud,m,sidadO(X.=1/f1,OC 7ar3Ydl,4 ft Member Forces Summary ThLid a�MrnhrlDmaxG4.ma.axwlfo q(maxnmp f fdEfadufmm rexaxwiftta} 7C 1-2 0346 .92 bs BC F0390 -71 bs )Nk, 2-3 0b91 229 bs (-127W Notes I)The+deli,utQ!W-k1s•LC7-10xvdammliyhh,7%ii, B.U.gOde - '-iina i'�zv"'tarci wuaian7hriramld#imvedieoFeksdMtsheaaMangrxmdhfmu,d�eudadkodamrynluCd111. i1:a-I),U71 TXi,aattdanr„Ji.41�90A 1. 31Aa,Hfri,mmlfaar,C9=Ilq hashmap,4doMT,k,ehualrein,n0.Salval�as�o7aftp•inTn �Marufaaavlv/d�9 TR I-XWS bn242 4)Ladw:d,�uin;,•nx�(x d,,,MaaRsayiaf.�. \\\\\\p.N �_B��/�//// i PE�7605 O��` ORIfl� ! �� &/ANAL _ �/llllllll )-XMC1=Aagya h'sd mdaitefian iwdul,�wnnmaamr:Tledgj�off,isniniMlx,rxihidmh naiccan7rqurar�a,ss;;,kdM ieTr�?.sa .acrand na�y.ntin,,an-aq andan4�lxn,cdtvnr &n iraf,lyi�a,i5g M.Blc 13rian 1C33:iJ, OasgtxrAsr+Imhi:d wig itiut5emtuw,rjroraairdleyivaier�yx..vdq s3ij rnirruaiarnMmu.i i,9wnSritm.oTut ,dic'Im}.nr�ah,ra„niv,Sc lux�`rogcr,radl:;xufnra„nun ALanmtMhut4,n� F,il maaraa.3bysF—S. c.p,,yh<.,avxm�,K;Ea-n62.uax ,.Mee 2oro„g�Ei� rcMi,csue�r� dlya_1sal;d..r �a�ls� 1,,;,r.�ls-,Wld:ia�:n�a.K.,ls� a ,ww�..R w;.. a•�ali Southern Truss Companies, Inc. Truss: V4 1 SOUTHERN2590 N. kind Highway Projeal-4mc: 1452$ Tnm Wiz . fx Con!poc>e1>tsolm�as,M TRUSS Fort Pierce, F7 34951 Bate: d12018 1033M-SAM TAM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: ]Of] ',krs;=- 2016.113 (81n1d 101 MaiciU Database vetsica 1565 Span Pitch Q�• OHL OHR CANrL CANrR PIES Spachg WGDPLY 4-0-0 5 i12 1 010-0 (H10 0-04 GIN 1 24 in 101b; 4-0-0 2-" 2-" r 2-0-0 4-0-0 ----� I T O 0 0 4x4- 0 2) w o-o-0 (w-0 I 4-0-0 -- 44)-0 Loading General CSI Suaunary Deflection L/ (loc) Allowed L-d TCLL: TCDL: (peg 20 7 BlixCade: RPmm x: FBCM171 Tn1-2014 V. TC. 030(I-2) BC: 014(3-1) Alb: Qw 1) VnQC OhU' LIM LAW wu_- On LIM L/240 R-0t: On 3 BCLL: 0 13(IL: 125% OepFaar,Y -20 Bm-: 10 Pbewa (2nc\tNreh (I:Ib1533_1 (21)0}13A.) (3:I4153S22) Reaction Summary _71' Type &RCemho BreV.NE Mavel MazRaa / Pt M.Cxavl}Jdi Max V"Lym M-Lko Max Fb¢ I Connx,ua I 4Sn CmmxMa�,ry 1561x1 75PT . .661. •46Lc 12 he Material Summary Bracing Summary TC SP(4-SC6]112I4824 TCBradg 9.M tkrfi aw1004Aufn&,,ioaby0h- Bc SP(N SOS.M - 032x4 BCBraa�: 6J,e,lnforFlr5saz6'+gW,ild6gnby0tm W. Loads Summary — lini c .b4ndepnlfo Irdiduduen Wrdbo dxxdk kadp1sJ-dkxnt; 2)Thcxurhasbm,6}pw'fart, ifas•ofxFd knd;na�nrda,a,�h49�7-IOxhk4iL>.vguarM.xd:pt Ir4mfhul:ray,E<p¢�re�FJ�•E�CnL�Ff{4Bu2di�Csagoyll (I-IilJ40+ea1Blin Oim40fix4733fth=15ftFldZrcTnz4Nid,aadlaba.ti D:7L-If4,OCZm%Vdh4h Member Forces Summary Tai Bitl an Mu ba Imm�xC9, rc,•axidf�yraw a.n x.f [dRavafmmmaxaxelfp d TC I.2 i1199 -112 hs 12-3 0.1`T.1 -112h 13C 3-1 0.137 135Lx f-55 hc1 Vkbb Notes 1)Th'adc"n Fb s11xW'1rE]-10as�d vdtb•t,e3T7F7bi1a Bn31'ngCude 2)35tCRand}inzQian:hewuelardMeanaldll¢xad,eoiekndplsM,xpmr6av,iol'bfLm:ndu:ndad kktaxn as�IlL* _ 3)1t0.iapuxxarromxuuwxnmcxuium¢ I� (i�a-1)xllfl Qi�aamkuxn,if�.4'�p/f771. 4)Aginiymmolfamr.Cq=IilOtnebmlaA,fu!u/xplrchualrttiamn,Lim,alpasgvfeltn'tlrTne<iivmd>amrry•M9'f7i 1.21Y12.Snin241 \\\\\11 I I f r'/// 511�1 uid 1q�fi0mmsxalbas,il,n MP'FRS 0J,• LnJ g PE�7605 r 1 — =xl I d / S d iO4 RID I D S/ONAL • ��l! I l l l 11\\\ hZR7CE nfh'a sxdhefimii,xlnt>,-am;,nm,raar.] 1.'ynuim ani Ampy de;Ln lrhp,orre:.in•:Yul.u;;..lbtv!�n rapwruc:.vb,� idtg7eTnbT�1amdaaraN �� ny �tnwury radar,Sligo'nfraiitinm6n:rffivhLn•h:l:,?S.r,• P;iu! A•i. k1v C� DgaiaA!ealm A'sd2ui �'rdirraagnna:nfmtc,Sbnlervir.4tgM},'-ncdry'a,Li�frxir.LM'¢nr�r,Wde{',1:rnotSeic�me p,t aluh'Tngrx9NlnfirnnrnS(ifualtJt'•la}+,+.(Yah7iiTdiilrocntiiun Al,�vr�rpl,L n'b�tre su�Fi�cK]Ht+l --•-, L � �I nn�.daaambysn,Aso,i;rrcn,u��b��r~:ud,N,.r,r•.vc-2]ca.n)a..�,-p:.�z�}.,rr;�nt ex•�.:;r�p�,cws�fnrouwma•-1.r•ard,:.rW�ab.1s�.�. pbc�'sn..a;a��r x.h�,nbsnls�.�a,�r<�� ,�,� �,, �„ 7 Southern Truss Comgani.es, Inc. Truss: V8 4 2590 N. kin lli SOUTHERN yma Project Name: 14512-A TrussDc,iv . do TRUSS Fat Pierce, F1 349 51 safe: Nl/2018 1030:45AM Corrlpon=SOIU60 s7A1 Tess COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ]ON �iac 2016.D3 [Blrild 10] Material i)ambase v raom 1565 sr— Pitch Qry OHL OHR CANT L CANT R PUES SP-419 WG7/PLY 8-(10 5/12 1 040 00m 040 040 1 24in 23I1n 4-0-0 r -- -- — 4-0-0 i 4-0-0 8-0-0 4x4 - 2 12 12 0 0 2z4 / 2 (41 1 3 0-" 0-0-0 8-M Loading General CS[ Summary Deflection L✓ (foc) Allowed tmd (pA) B11gGwd: FleC20171 TC: 0.47(1-2) VhCFL On L/999 L/180 Ta.L: 20 TA I-2014 BC: 0.14(34) )Ln L. On L1999 L1240 TCUL 7 WpM, 10rnma-. Y. Wb• 0099(2-4) }6u(R: On 3 BCIL: 0 12C1L: 125% Cnvp xx-2.0 B=.: 10 1'ke0(fsa(LaX)Arg!1: (I:Ib153321 (204313D.) (3:I41534i221 Reaction Summary Jf 1k, &¢Comto lieNith Mnanl M.R— MRw MaYCrnVW M-WdLi# M.Ltm Ma<Rr¢ I Caaianus I 96n Ca Ma y 209h ARC' - -99W .99h -241. ]Material Summary Bracing Summary Tc SP(AL905-3012)R3h4 TCB.6v Shwh-a,1 P f,-163APA daknb4.Oh- BC W(AL9]L2D12)032x4 BCBm6v= Shm1u1a11rlrsa16341,Flrt dapnb4•Ctivvs - Wba SP(ALSY.20n- 0.3a4 " Loads Summary -- - - --- - I)Th'sa>�haslml6�,c1 forMlTasAa:q 10I.Yboaomdurtl IixlpdplcSad md; 21T1cnslwtb�dfroh�dr�or:d�m�+as7-lowr�roe:gucdr alt.alcn pburnaeE�ya.�ct�aa;<bt�laxc�a,nu=1Du�oc4>Bl>e ly,40foc4733 tih-ISf(F,AZ—T,^Nilvad,.bmriimtDCL-I1b,Q:Z—\;.th4 ft Member Forces Summary Tt3ndatsManrlQTanG],maxP%glydtt(rtezmrty.'.rusAdeafrtmnnaaxblf 07N 0.467 148 Ls 3r1 2a3 14M* 103t61T 13C 0.6 IlliS -SM)l 36 Ill to (-55. Whs 124 OD92 290h (.147b:) Notet I)Thid�l-staatlm0.SCE7-IOxc� mztilyix317F�i1a BuiingCole 2)WCRardlizCltamteefmlaMhrvoro416fkireAroW dPtah*mG,a+�+To�una dfla:�nd�nhxdk.,S,unrndx il}I LL'.(X: -1) T OL'na®rtrd x,ylAl�9/f 171. - 31�+�mr®ocusbamdudbarih< 4)M:aiymrudfam.C9'I117,Fashmapddb/yrhe6uabciarmit;. wlnas 'Mly/.eTnccMamd,ar>eryA*HTR I-DXI:Semn 242 ( I I I f/ / 511,iaiwid�N'lmousk.�m MWFlLSQdyledilg.. // 1 \\\\111 / 1 N �.'y\CENSXii PE>t7605 _ f 0``� ii T •�� ORI� �� �� /�11111111\ w17�Amp ord a aretr6a m�a, �„sn<,� .r t,z r� rald wol. "a ,1.rd� n ;,ilr ;ti ,,x�L�Iy •r,•T�MM,a�ew,>raad � •r r� 3 nlnm, lnknn`rrnfi<m enaifimbyteHaiSc I:ri ui M. 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