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Home My WebLink AboutTRUSS PAPERWORKi rzRN TRUSS COMPANIES, INC. LEC RANDY@SOUTHERNTRUSS.COM or') SOUTHER ". TRUSS N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: C,O M PA N I E S r:> Project N%-e and Address: OAKLAND LAKE Occupancy: X Single -Family Lot:__�_'� Block: County: ST LUCIE Multi -Family Truss Company: Southern Truss Companies, Inc. Commercial Truss Engineering Program: Simpson Component Solutions Plates By: Simpson Strong -Tie Py Contractor / Builder: RYAN HOMES &Lucie County Model: 1452 Elevation: A Options: LANAI STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with Florida Building Code FBC2014. 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 I Top chord dead load: 7 P.S.F. Top chord dead load: — P.S.F. Engineer: Brian M. Bleakly Bottom chord live load: 10* 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 Ali 21 J6 41 61 81 96 2 A2 22 J58 42 62 82 97 3 A3 23 J5 43 63 83 98 4 A4 24 J5A 44 1 64 84 99 5 A5 25 J4 45 65 85 1 100 6 A6 26 J3 46 66 86 101 7 A7 27 J3A 47 67 87 102 8 A8 28 J2 48 68 88 103 9 A8GL 29 11 49 69 89 104 10 B1 30 V8 50 70 90 105 11 B2 31 V4 51 71 91 106 12 1 B3 32 MV6 52 1 72 92 1 107 13 B461 33 MV4 53 73 93 108 14 C1 34 MV2 54 74 94 109 15 C2 35 07 55 75 95 110 16 C3Gi 36 07A 56 76 17 Ll 37 06 57 1 77 18 L2G; 38 CJ4 58 78 19 J7 39 59 79 20 J7A 40 60 80 As witness by my seal, I hearby certify that the above information is true and correct to the best of my knowledge and belief. Name: Brian M. Bleakly Lie. #76051 'TYPICAL DETAIL (9 C ©R. ill E R. - I ---I I P NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. 132.5# per Nail (D.O.L-Factor=1.00) UP TO 265 = 2-16d NAILS REQ'D. nds toe nails only have 0.83 of _ O UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. � I 1.5 & 12 -G) -® -� N, OVER A — OVER Q • �O II II II II II II II I �O ' II II II II J3 II II II II II _ — C i OA QQA A A OA -' J5 use 2-16d T A =--7-G-0- ram-- ar®= HIP GIRDER WC_ � n 8 �� Typical jack 45'-T---`� - use 3-16d attachment toe nail ® Td TYPICAL CORNER LAYOUT 2-16d P _I Typical Hip -jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1�J3TOHIP JACK GIRDER TC - - - - - -- 2-16dnails ----- BC - ----- - 2-16d nails. - - - -- J5 TO HIP JACK GIRDER TC - - - - - -- 2-16dnails ----- BC ------- 2-16dnails ----- I J7 ITO HIP GIRDER TC - - - - - -- 3-16dnails ----- HIP JACK GIRDER (CJ7) TO HIP GIRDER TC 3-16d nails BC = _ _ _ _ _ = 2-16d nails MINIMUM GRADE OF LUMBER LOADING (PSG STIR. INCR.: 00 1 T.C. 2x4 SYP 12 L D FBC2017 B.C. 2x4 SYP #2 TOP 20 WEBS 2x4 SYP NoZ BOTTOM 00 10 SPACING 24" O.C. i I SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, COMPANIES ( )FortPierce,09() 4951 800 232-0509 772 46-4160 htip://wwwsouthemtrvm=m Fox:(772)31 B-0016 Brian j M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DET.A[L @ CORNER - HIP NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction- s Q UP TO 265# = 2-16d NAILS REQ'D. _ 132.5# per Nail (D.O.LFactor=1.25) nds toe nails only have 0.83 of © UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value - I 12 ,OVER F -10 -10 igOA 4 12 Q OVER JJ 9� 0 7-0-14 CORNER JACK GIRDER use 2-16d toe nail Typical jack 45' attachment J1 H5 (HIP GIRDEF i Y O Im U i 0 0 use 3-16d toe nail TYPICAL CORNER LAYOUT & 2-16d I Typical Hip -jack' attachment CHORD HANGERS FASTEN ER GIRDER JACK J1-J3 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - - - - -- 2-16dnails - - - -- J5 'TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - - - -- - 2-16dnails -- - -- - _... -. ....-- - - -- - TC - - - - - -- 3-16dnails - - - -- --B -2-1-6d-nails- ------ - - HIP'JACK GIRDER (CJ5) TO HIP GIRDER I TC - - - - - - - 3-16d nails - - - - - BC - - - - - - - 2-16d nails - - - - - MINIMUM GRADE OF LUMBER LOADING (PSFj STR. INCR.: 25%) T.C. 2x4 SYP #2 L O FBC2017 B.C. 2x4 SYP #2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24' O.C. I SOUTHERN TRUSS Fort Pierce Division 2590 N. Kings Highway, Fort PierceCOMPANIES - (800)232 0509 �(772)46414160 htip://www.southcmtr-uss.com Fax:(772)31 B-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 t t This pmdoct is pnderabfe In similar connectors bemuse of easier insinuation, b) higher loads, c) lower in.-Wied rosf, s,; ar a combination of these featmes. 3 �' •--•'- All hangers in this series have double shear narTing - an innovation that distributes the load through two points on each j&t nag for gee&r strength This allows for fewer nags, faster installation, and the use of all common nags for the same connection. I Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the WS. MATERIAL: See tables below and on page 133. FINISH: Galmind. 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. nrmnuc• . L I M 2nd MI IC hannem rnnnnt he mndlfied- ---- =— � - �'-rylyS-LlaliyCl� tiV411"6UIc'mul-uc ucauc,-na,yw wu,w ,u ,u, 2-2x (31AJ and'4x only, with no load reduction. See HUSC Concealed Flange glusbAon. • Concealed flanges are not available for HGUS and HHUS. -See Hanger Options, pages 20D-202, for sloped and/or skewed HHUS models. •Other sizes available; consult your Simpson Strong -Tie representative. CIDOES: See page 20 for Code Reference Key Chart i n m C 0 U These pmducfs are avoibble with adMand Corrosion Promotion. AddUanal products on this page mayalso be available with this option, check with Simpson Strong-Tre for defogs 7hase products are approved farhufeliaffon PA the Sbmg-Drive SD Structura - Connectarscrew. See page 30 for Me Comasubsftbffan and SD screws&& Model No. Min• Heel Heigh Ga Dimensions Fasteners w H 8 Carrying Member Carried Member SINGLE2xSIZES W524 23G 18 lVm 414 1 13, 410d 21Dd WS26 41/ 1% 4% 134 41Dd 410d MUS26 411As 18 1%. 5M, 2 6.10d 6-10d HUS26 Vs 16 T% 53i 3 1416d 6-16d , HGUS26 4Vw 12 1% J 5% 5 20-16d 3-16d LUS28 4Ms 18 lKs 6% 1% 6-10d 4 10d MUS28 63is 18 1% M. 2 8-10d 8-10d HUS28 b-A 16 1% 7 3 22-16d 8-16d HGUS28 6% 12 1% Tii 1 5 36-16d 1216d LUS210 41/4 18 1% 7% 1 1% 8-10d 410d -HU5210 83G' -16" --1% 9 3� -34-16d--_-10-16d- 1.See table on page 133 for allowable loads. 6HHUS210-2 (cuss Designer to provide fastener quar*for connacbng multiple members logdher) 6MUS28 6HGUS28-2 L ON k th neauceu new nriguL HUSC Concealed Flanges (not available for HHUS, HGUS and HUM) ® Double Double Shear = Dome Double Shear Shear Nailing — Nailing Side View Side View (available on Nailing- I.- Do not some models) -Top View bend tab_ _- ._.U.S. Patent 5,15M,580_. (((� (jj)jjj♦ ' k OFllilowa lee aas m SP Allowable Loads SPF/HFADowableLoads Code Model No. �s --_ u err a �llp� �. fluor- mow ,�Aoo( -wind ; UpId11 caZSj= 160j7L (160) Floor (100) 1 Snow (115) Root 025) wind 060) Upw (160) Floor (100) Snow (115) Raul (125) Wmd (160) Ref. SINGLE Zx SIZES WS24 490 670 7fi5 B25 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 R FS L17 MUS26 logo 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 HU526 _ 1�5 •27A t ?3095� __33_5 1550 2950 3335 3335 3335 1335 2330 2650 282D 2865 HGUS2fi�65. :'��46UP 8 g3230i90 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 q, L17 WSZB • �i1,6,:, ' �0.; .�„-,� ,'�36fi� t'.��5 . 1165 120D 1365 1480 1835 1005 940 1165 1475 MUS28 •1555 1730 1975 2140 2645 1555 1880 2150 233D 2645 1335 1475 1830 2275 17,F6,L17 HUS28 20DO 3965 4120 4220 4335 2000 3790 3960 4070 4335 1720 2905 M3315 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5290 5745 I7,L17 WS210 7{ ,—n 'r7j65 . ')_#anJ; ,: 31 _ Q25s5- 525r3SSp;309If; ..4575_: r$ I)h. 1165 3D00 1445 4105 1660 4310 1795 4450 227D 4930 1005 25B0 : 1145 3150 1415 3425 1745 1 3815 L17 0 N 0 z 6 z 132 Not: For dimensions and fastener iidomlation, see table above. See table footnotes on page 133. 'fL r'•.�YRCiv�3: 1'�S. �J1�'.n �:1.Y Zh: -+"�i� y'y--^� 0- FACE MOUNT HANGERS 1 These products are ararlable wr71r addffonaf eonvmn protection. Addhbaaal pmducts on P' 7hese products are approved forhutabhon wfth the Strong -Drive SD StruchmaE this page nWaLso be aveffahle with this option, check witty Simpson Strong -Tye fordetaffs Carnectorsaaw See page 30 forihe coned subs(ihtion and SD screws Model No,• Min. Heel Height Ga Dimensions FastenersI ��`: ,• OF%SPADowabfef�ads'¢� ``. =.6._,, �... _..T =: ��_,l:� SPFIHFAIIowableLoads Code ROL W H H Carrying Member Carried l Member i Upldi'; (16Dj ,A00J9 5. c-•'y _Fiery:: Snow;: (]1.5)i- vi._ ',Root_ (17r�:. :4lfind {(160j_ Uplift' (160J Floor (1D0) Snow (115) Rool (125j Wmd (160) DOUBLEU STIES LUS24-2 21/ 18 3% 3% 2 4-16d 2-16d 440 800 910 985 1250 380 680 780 1 845 1D70 LU53,2 V. 18 31A 4'/ 2 416d ' 4-16d 716 , t„�ID3. 9i1 _ F 28D' - 675 1000 880 1010 1 1090 13115 f!, F6, L17 HHU526 2 43rw 14 3% 53G 3 14-16d 6-16d 1335 2390 2710 2925 3655 HGUS26-2 4%s 12 No Va 4 20-16d B-16d '�155t :_ 3_ 1855 3750 4200 4500 4795 17, L17 LUS28-2 4iu 18 3Ye 7 2 6-16d 4-16d 1165 1315 1500 1625 2060 1000• 1125 1285 1390 1765 HHUS2B-2 6%. 14 3Y. 71G 3 2216d 8-i6d 2000 42-10 4770 5140 6440 1720 .3615 4095 4415 5375 L17 HGUS2B-2 M 12 3%. M 4 36-16d 12-16d 3235 .7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17 2 6?/w 78 9 2 8-16d�611id p7745ti =iti _t 9 T 92255 _ - 0 t. �6�. 1500 8525 1565 4835 17BS 5270 93 7935 5380 2455 _LUS210 _ -HHUS21`0 2 AK -A _334_ - -8'.' -3- -XR 6 10-16dd6`860� 5765 _ -f7 FSL� HGUS210-2 B94e 12 Ve 9%s 4 46-16d 16-16d a 095,-i9] �. DOy, 9100;- �]�OQ_e 3525 7465 7730 7825 7B25 17, L17 TRIPLEUSIZES HGUS26-3 4-A. 12 41M.1 W15. 4 20-16d I B-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795. HGUS28-3 Mc 12 VV% 7'/. 4 36-16d 1216d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 HGUS210 3 8"46 12 4'�SC 9'/. 4 4616d 16-16d •{4095.Oi 9�DD;•:iDp � 9106:= 3525 7825 7825 7B25 7625 17, L17 HGUS212-3 10% 12 4% 1D% 4 56-16d 20-16d 5045 9600 9500 9500 96DD 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4% 12% 4 66-16d 22-16d 5515 10100 10100 10100 10100 4745 8685 8585 8685 8685 Df1ADRUPLEW12ES HGUS26-4 5% 12 6M. 5'/6 4 20-16d &15d �35_F.• ZS� g 23pj `.57,5-'. 1855 3750 4200 4500 4795 HGUS211 4 7A 12 Vs M 4 36.16d 12-16d�?Z95 46 ` `7st.4 46o i-46: ` 2785 6415 6415 6415 6415 R. L17 HGUS210-4 9% 12 TAs 9% 4 46-16d 1&16d 4095 9100 9100 9100 91DO 3525 7825 7825 7ii25 7825 17,F6,L17 HGUS212-4 HGUS214-4 10% 12% 12 12 Nis M12% 10% 4 4 56-16d 66-16d 20-16d 2216d � y5515� b96pD�• 70100 _till ; '' D.c• 60D `�-010•y 0]0g .4335 4745 8255 8685 8255 8685 8255 8585 8255 8685 17, L17 4x SIZES LUS46 4% 18 13M. 1 4Y 2 4-16d 4-16d 1165 1D30 1180 12BO 1625 10DD BBO 1010 1090 1385 17,F6,L17 HGUS46 41A. 12 3% 4r/u 4 20-16d 8-16d 2155 4355 4875 5230 5575 1B55 3750 4200 4500 4795 fl, L17 HHUS46 4% 14 3% 5Vw 3 14-16d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 LUS48 4% 18 335. 6% 2 616d 4-16dd 165'`''i315 1 p 5 i625i _ b60`.; iDOD 1125 1285 1390 1765 HUS48 • 6'b 14 3% 7 2 6-16d &16d54 813� 1960 470- 1550 1365 1555 1680 2115 17, �' L17 HHUS48 61h 14 3% Tb 3 2216d 8-16d "2 _ rW219.-.' a4TiQ. 150 b440=. 1729 3615 4095 4415 5535 HGUS48 MA 4 3&16d 1&16d •` 235 ' j� . ,^6 = 46b 4460�. 2785 6415- 6415 6415 6415 17, L17 LUS410 6% 2 &16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 -HHUS410 - - 8%-- 1,-3%- - -3' 3&.16d -14=16d- -3745-- -'5640 ' --6385- -6B90' -7165-- -3444Q - -4836-'-5480- •-59'10- --6165 n �6�L17_. 8%P 4 4646d 15-16d 4095 9100 9100 9100 9100 350 7825 7825 7B25 7825 HGUS412 111'/ic c 4 56-16d 20-16d '' 6 ' _d96361HL 4335 B255 8255 8255 8255HGU5414 11'A. 4 6616d 2216d i51 21{i1Upz'4U10 - '1Uih '1D100: 4745 8685 8685 8685 8685 1. Uprd loads have been increased 60% for wind or earthqualo; loading with no further Increase aDmmed. For normal loading applications such as cantilever construrton refer to Simpson Strong -Tie® Connector Selechn software or conservatively divide the uplift load by 1.6. 2. Wind (160) is a download raBng. 3. Minimum hed height shown is required to achieve full table loads For less than N minimum heel height, see technical bulletin T-REDHEEL (see page 215 for det &). 4. Truss chord crass -grain tension may rnmft allowable loads Referto technical bulletins T ANSITPISPF, T-ANSRPISP and T-ANSirPIDFfor aflowable loads chat consider ANSUTPI i-2W7 wood member design criteria (see page 213 fordet ftL 5. Loads shown are based on minimum of 2-ply 2x carrying member Wdh 3x carrying members, use 16dxW nabs Into the header and 16d commons hob the Joist with no load reduclion. With single 2x carrying members, use 10dx1Yi ralls bdo the header and 1Dd commons hdo the Joist, and reduce the load to D.64 of the table value. E HAILS 16d = 0.16Z die. x 3'fi long. See page 24-25 for other oral sizes and infomatlon. ■ 133 _Engineered: Mood & S urai Cnmposife Cum Model No. Tw f.HTB ons HU416/HUC416 14 3Y2xl3 HGUS412 HGUS414 12 HUCQ412-SDS 14 5'/, x 7'h HU68/HUC68 14 HGUS5.50/8 12 HU610/HUC610 'y, x ! HHUS5.50/10 14 HUCQ610-SDS HGUS5.50/10 12 Fasteners Allowable Loads DF/SP Species Header I SPF/HF Species Header Face Joist Uplift Floor I Snow I Roof Floor Snow Roof (160) (ion ) (115) (125) (10g) (115) (125) 20-16d 810d 15f5 2975 3360 3610 2565 2895 3110 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 56-16d 2D-16d 5045 9600 960D 9600 8255 8255 8255 66-16d 2216d 5515 10100 10100 110100 8685 8685 6685 14-SDS'/,'x2W 6-SDS'/,'x2'fi' 2510 5460 556D 5560 3930 40D0 40D0 10-16d 4 16d 900 1490 1680 1805 1260 1445 1555 14-16d 6-i6d 1345 2085 2350 2530 1795 2025 2180 35-16d 12-16d 3285 7460 7460 7460 6415 6415 6415 14-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 1B-16d 8-16d 1795 2680 3020 3250 2305 2605 2800 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 12-SOS y'x2'W 6-SDS'/,'x2%' 252D 4680 5380 5715 3370 3875 4115 SIMPSON -StrorigTie Code ' Ref. 19, L12, FS :19, F23 19, L12, F5 19 19, L12 FB .10 Goa HU612/HUC612 "" 5% 97° crt i mini 1H-16d 616d 1345 2380 2585 2890 2050 2315 2490 HHUS5.50/10 14 5 9% 9 2'fe Max 22-16d 8-16d 1795 3275 3695 3970 2820 3180 3425 19, L12, F8 11%/i+ f�� HUCQ612-SDS 5111 11 3 - 3 3D-16d 10-16d. 3735 5635 6380 6880 4835 5480 5910 j HGUSS-50/12 i2 5% 10% - 4 14-SDS'/,'x2)h' B-SDS Y,7c2'h' 2520 5315 5315 5315 3825 3825 3825 19, F23 531 121146 - 234 Min 56-16d 2016d 20-16d 5045 9600 9600 9600 8255 8255 8255 HU616/HUC616 51i 12% 2% Max 8-16d 1795 2975 3369 3610 2565 2895 3110 5'/, x 14 � HHU55.50/10 14 51A 26-16d 12-16d 2695. 3870 4365 4695 3330 3760 4045 19, L12, F8 HUCQ612-SDS 5% 9 11 3 - 3 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGU55.50114 125%12:4 5 - 4 14-SDS'%'x2'fe' B-SDS Y,'x2.4' 2520 5315 5315 5315 3825 3825 3825 19, F23 5% 12% - 2% Min 66-16d 22-16d 5515 10100 10100 1D100 8685 8685 8685 HU616/HUC616 5'r4 12'Y,6 2D-16d &16d 1795 2975 3360 3610 2565 2895 3f10 5Y,x16 HUCQ61 14 5% 9 2'r4 Max 26-i6d 12-16d 2695 3870 .4365 4695 3330 3760 4045 19, L12, F8 I� HUCQ612-5DS -SD 51h 11 3 - 3 30-16d 10-16d 3735 5635 6380 6886 4835 5480 5910 HGUS5.50/14 12 5% 12'f - 4 14-SDS YXLYz' B-SDS Y,XL14' 2520 5315 5315 5315 3825 3825 3825 19, F23 5'/ 121MS - 2f Min 66-16d 2D16d 2216d 5515 10100 10100 10100 8685 8685 8685 HU616/4UC616 55%12"As 2Yz Max 8-16d' 1795 2975 3360 3610 2565 2895 3110 5% x 18 HHUS5.50/10 14 51h 9 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 HUCQ612-SDS 5% ' 11 3 - 3 30-16d 10-16d 3735 5635 6380 688D 4835 5480 5910 JHGUS5.50/14 12 -1112% - 14-SDS Y,XZW 4 - B6 6-SDS Y,'x2'%' 2520 5315 5315 m15 3825 3825 3825 19 F23 1D-21 7% 9% 231 Min1416d 16d 22 16d 5515 4-- 10100 10100 8685 8685 8685 7x �HIUWC 41D 2 14 -PA 9% 2% Max 18-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 9'/- HHU5725/10 7Y, 9 3Yie 8-16d 1795 2680 3020 3250 2305 2605 2800 19 L12, F8 ' HGUS7.25/10 12 7Y, 8% - 4__.--16--16d.---•-4095 30-16d ID-l6d 3735 5635 63B0 6880 4835 5480 5910 HU412 2/ 7'/ 11Ya N Min -9100• 9100 '9100' "7825 7825. 7825 ---19,F23-•- lx HUC412-2 14 7y, 1116 2' Max 16-16d 2216d 6-16d 1345 2380 2685 289D 2050 2315 2490 11Y.-11% 7'/ 9 - 3Yie 8-15d 1185 3275 3695 3970 2820 3180 3425 19, L12, F8 N,GUS7.25/10 12 7'/, 103'e - 4 30-16d 1016d 3735 5635 6380 6880 4835 5480 5910 hU414-25/12 HUC414- 7'rb 13% - 2'fe Min 5&16d 20-16d 2D-16d 5045 9600 9600 9600 8255 8255 8255 19, F23 7x14 HUC414-2 14 7'/e 13% 2'r4 Max 26-16d 8-16d 12-16d 1195 2975 3360 3610 2565 2895 3110 HHUSZ25/10 7'/ 9 3% 2695 3870 4365 4695 3330 3760 4045 19, L12, FB HGUS7.25/14 12 7'/, 12% - 4 3D-16d 1D-16d 3735 5635 6380 6880 4835 5480 5910 HU414 2/ 71A 13% - 214 Min 66-16d 2216d 5515 10100 10100 10100 8685 8685 8685 19,E 7x16 HUC414-2 . 14 7'/ 13M 2'fi Max 20-16d 26-16d 8-16d 1216d 1795 2975 3360 3610 2565 2895 3110 HHUSZ25/10 7'/ 9 3i4e 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 HGUS775/14 12 7'/ 12% - 4 30-16d 10-16d 3735 5635 6380 6880 4835 5480. 5910 H6414-21 7% 13% - N Min 66-16d 2216d 5515 10100 10100 10100 8685 8685 8885 19, F23 7xl8 HUC4i4-2 14 7',y 1336 2A Max 20-16d 2616d 8-16d 12-16d 1795 2975 3360 3610 2565 2895 3110 HffUS7.25/10 T/ 9 am$ 2695 3870 4365 4695 3330 3760 4D45 19, L12, Fe HGUS7.25/14 12 7% 129, - 4 30-16d ID-16d 3735 5635 6380 6880 4635 5480 5910 � 7x14 to 30 - Focadditfonal hangers see HGU/HHGU on page 107. 66-16d 22-16d 55i5 10100 10100 iDIDD 8685 8685 8685 19' � See footnotes on page 105. MINIMUM GRADE OF LUMBER Tap Chord 2x4 SYP #2 SPF #1/#2 or batter Boll Chon( 24(+) OR 20 SP #2N OR SPF #1/#2 or bel(er Webq 20 SW #3 or butter (+j'Ax3 MAY BC RIPPED FROM A 2xG. (PROHED OR SgUARE) (") ATTACH PAN VALLEY TO EVERY SUPPORTING TRUSS, WITH' (2) 10d BOX (0.130" R 3.6 MAIMS TOE —NAILED FOR FBC 20V& ASCE 7-10 JPH WIND. .: MEAN HEIGHT ENCLOSED BUILDING. EXP. 0. HaPENCIAL. WIND TO DL-B PSF- CUT FROM 20 OR lAROER AS REQUIRED •I 4'-0" Max I • t I WLt i x4 8'-0" ax r i I UNLESS SPECIFIED DNI:ENOINEER'S SEALED DESIGN, APPLY 1x4-i"-DRACE, BOX LENIIYII OF WEB, VALLEY EB, SAME SP60IE9 AND 4MOE OR BETTER •ATTACHED WITH Ud BOX (O.T3s,- J B NAILS AT B- OC. OR CONRNUEIIS LATERAL. BRACING, EQUALLY SPACE, FOR W CAL VALLEY WEBS oRFATER THAN 7'-9". MAXIMUM VALLEY VUM IL HEIGHT MAY NOT EXCEED 12'-0". TDP 0HORD CF TRU55I'IdBEN�ATH VALLEY sLr MUSE BE BRAOED WRHI NlYRFAUa � NTTACI!Irl1 RATED SHEATHING APPLIED PRIOR TO VALLkY TRUSS Ott PVRUNS AT 24" �p0�, OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN BY VALLEY�TRUSSIEe USED IN L1EU OF PURUN SPACING AS SPECIFIED ON ENGINEERS SEALSOi•DESIGN. OT (+++)NE•THATH THE PURUN &PACING FOR BRACINNO THE TOP CHORD OF THE TRuss BENEATH TH$ VALLEY IS MMURFD ALONG TH. SLOPE OF THE TOP CHORD. (++) LAROER SPANS (A�iT� OE BUIL7 AS LONG AS TFIE VTOTIICAI, HEIGHT DOES HOT EXCEED 12 —OI• BOTTOM CHORD IIAJ B$ SQUARE OR PITCHED CUT AS SHOWN - VALLEY j SPACING II l III • (2)12d SQU ARE CUf SQUARE CUf (**)TOE HAILv TTOM CHO D Ws" W2x V ALLEY. p RD , II ' OPTIONAL: STUB OPTIONAL HIP END VERTICAL- JOINT DETAIL yeti � j� W" 1] 111 1 Al 514171 'o. Ix3 W-0"Max Spacing II wae, Wtx3 wax wtxa WL14 — P 20'—•0" Max SUPPORTING TRUSSES AT 24' O.C. MAXIMUN SPACING, � �! I 1/v cs r — I' T t—T Erection bracing IT nol III reapanalbllly of hues design, plole monWaalurer edr Imae labrkalab peraiIm arecUnqq hssea, im oaulloned to aeek pmfosdanal SOUTHERN mMcs rrgardingg ereallon bmcing which la hligs raquhd to prevant loppling Fort Pierce ),Viejo end dominohlq dwing erecllon• and parmgner�l�brating which may be mqulrod In • 'i'1�1.Y�I� 289D NN KI a Hr hhway. apa°Ric appkollonr, See'ACS141 sQu 11.l goat Commenlar7 and reco r�rn- Fort Pferos. R 0woo dollo0s for honang, molong & bmring melol; plale connecled wood Inseam NIT COMPANIES (000)232-0S0D (772)404-0 0 Trusses an to be erected and Imlenad In [as $md In a elmighl and pplumb pwlilan Inedh ++rvre„nw,r�. , Fox.- 772)3jB—G010 Tlllera no Aodnp b applied dhacly la III, rhords, by sholl ba braced ae epeeinad on the In: align. Tmuee shog be ondle wllh masonoble Para during • rRcUon s Ida I k� PARTIAL FRAMINQ TO LL 20 20 PSF TO DL 10• 1 16 PSF BC DL 10 10 P5F BC LL 00 00 PSF TOTAL LOAD 140 46 PSF D11im T/mOR 11.25 1 1.26 I , �ED MF� -N—HEIGHT - ENCL-OSED--I1-•25- --EXPOSURE ACSE 7-10 MPH WIND 'SPE ° z ° E z B E' • Bj-acing Group S soles and Oradea araa� MO .'C ao na ■o ae r9 a f3raoea Oroup A Group B group A Group 9 Oroup A Oroup B Oroup A Group B Group A Croup 6 2 3 —4 B —1 a' B —o' B —11" a —3 B —e 1 D —1 11 —2 12 —11 13 -3' III g UCE— E— Ehl—FI B —a' B'-9" a —3" B —3' 1D —1" 10 —1" 12 —11' 12 —11" STANDARD z SWD D1 V Of- F 3 �' 1 z 3 STAND �• gNp 3 —3 4 —11 4 —11 0 —B a —n _ 8 —3" B —3 "SWO O r STANDARD 3^x• B ^s B —B 7 —B• 7 _B B .•p a —B t t —e t ''B' I UGLA`3 —LARCH SO ER NE • e'-3' a-1t' 1D—tD• tt—e" tz—tt" t3-11' u 3 t 3 -B" B -t D' a —3• e~'-11 7 —B" f1 x 3 7 6— 0' B —3' 6 11 0 —3' B'-11' 1D'— D" 13-11' � . 3 O e}• S P • 3 3 —e B —0 B —D' a —B —B a.— 0 —B a -4' to —4" 12 —11' gip • SiUD _7. p _3• p —a' 1D —3" 10 —3" z —11' 13 —T STANDARD . STANDARD �? N DFL D 3-0" a —a• a^0' IB-7 _ _ 33r0 a ® 0-10 7B 11 0—B a-0 a—E 1e'6 02'D 14^a' 14-0" I pROUP H ' SPF 3 3—e B—o a—D 7—t1 7-11 s-6• a—D" tz— - 1z-4 t4—o 14—D > V H P S 3 3 —g B —a a —D' 7 —11' 7 —11" o —B' D —9 1z —4 ' 10 —4 1+-0' �I j t rK Blr n DARD a- a— 9 —2' 0• p• B—° B —z t D —7' t 4 —0" t 4" t N t . _� ®_a• 7 —z' —11' a-8' 3 —6' 1 h — Da D —WtCH 0 a Sp- 0 , DFL Ec � SPF HF "G '<y S P ,- DFL , —11" 0-4 a-- r ,. ! 4 —3 7 —4" —T a —a' B —11 10 —a" 1 a —a' 13 —a' 14 —o'' 14 �� 1RU&9 AETAII NFL 4 —Z, 8 —1 e'-11' ! B —g 6 —g 10 —B" 10 -0' 13 —9 13 —0" 14 —D� 14 —D" _ _ _ 3 —B" 14 —D° 14 —D" LOAD DEFIECi10N CRITERIA IS 1J24D, UVF a-11 ' 6 O 7B 1U• • 1:1-6" 1a—� 1a—a' _a' +-0' I PRDVIDE'UPI�PT CON ONe FOR 13e PIF )o 4 —® 7 —4 7 —11 B —B 9 —B _0 14 �" 1 �, 14 —D' vM CO"NUOUs BEARINU. PSF TO DEAD LAAa). 4 —7 _ _ _ _ y�}� 4 2' 7 2 10 —g• ■ —2 1 a,-6• 1 D— 13 —0 14—D• 4-0 t h —0' I O�U1L�aOKFA98UPPORx1,8 a UVERHMO Ao FROM G,Rp1 x" 4 —4 7 —1- 6 ��. —e' 14 —°' 1 —O" P%10 WERNANO. D —3 ®— A CH FAG I •� BRAOE WMi Ind [W_U FOR 1 L' SRAC 9P D0, 9aETW EN ZO F��9. ' I r,) TVR x) % BRAOVF.SOt i "SPADE NAILS AT 3� or', I 1a EN xONES AND a DC, BETWEEN zDNEs. tIMOIND MUST BE A MINIMUM OF 009 of WED MEMBER LENWH. • it � ttAe P B vEKnOAL �N )��-0 1N4 OR 293 espr 1 ipD/Ra il-A OREATER THAN,+—D"r B0T Znh Bata am, B Cur Z" E LESS MM 1 t —a" �S°aMowM AT UPPER END. () s OALWER 11 —0 x.ON+ P R R UGE AND HEEL PLATES, O R 1 (� �N / i REFER To CHART A60VE: FOR MAX WILE VERTICAL l� NcrfH Ereagon broeing le not the roepsneiblIlly of hie designer, plDla munuleclurer nor Trues fobdaolor, persons creelba Iroeses 16 icsullmod to slab proleedanal advice rogardingg cm9oun bracing whleh Is alxdyo ruqutred,lo prevent lappling SOUTHERN i and daminaing during tteouora and permanent 6{ac►ng ahlch may bs reyuhad In TRUSS Fort Pierce Vvlslon a elllo appgealiena. 5oe'BCSI—Hl 5ranmary shad' Capanenlaty and roeut�men- Maulmun Total Land 50 PSF 2seo N. Kinga HI hwoy, daeUans tar hunang, i etumng & brocing mulel plde esnnuoled nsod iruuas (Ii'I - i Fart Plarce, FL �4ss Jrya� are 10 be erscled and foelenad In loslened In a ebelghl and plumb pasilbn SPACING AT 24" O.C. cO 1111 PAN l C S i (Boa)zaz—Dsoo ((77z)4a4-41 aD whom no eheallne Is oppged diroal� 1p the topp �s��anl0, They shag to bRreod pe specMid an the Irua+ selgn. Troseee chap be It�ddls Ellh reaesnablo ema during I eracgrn {o l d a II MINIMUM GRADE OF LUMBER '• Top Chord 2x4 SYP #2 or better Boll Chord 2x4 SYP #2 or better Woba 2x4 SYP #3 or better REFER TO SEALED DESIGN FOR DASHED PLATES SPACE PIGGYBACK VERTICALS AT a OG MAX. S NOWT DIBOTTOY CHORD OVER ANS�� MUST BE STAGGERED SO THAT ONE SPLICE ATTACH PURLINS TO TOP OF FLAT 70P CHORD. IF PIGGYBACK Is SOLID LUMBER OR 71& BOTTOM CHORD I9 OMITTED. PURUNS I MAY BE APPLIED BENEA THE TOP CHORD OF SUPPORTING TRUSS.• REFER TO ENGINEERS SEALED DESIGN FOR REOLORED PURLIN SPACIAG. THIS DETAIL IS APPLICABLE FOR THE FOLLOWING HIND CCHDRIONS: j(a_Q MPH WIND. 70' MEAN HOT. ASCE 7.10 CLOSED BLDO. LOCATED ANYWHERE IN ROOF. 1 Mi. FROM COAST CAT 1, ExP C, WIND TC OLrb PSF, WIND BC DL- PSF 140 MPH WIND. 70' MEAN HOT_ F�Bg�2o 10 l ENCLOSED BLDG. LOCATED ANYWHERE IN HOOF WIND TC DL-O PSF, WIND BC DLr6 PSF- FRONT` FACE (R') MAY BE OFFSET FROM BACK FACE PLATER AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. I i OPTIONAL .----- SPLICE ' ` D i 1 R. �tQ�7M® �1 * ATTACH PIGGYBACK WiTH a xb SO '�#E I TRUSS uil WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 10"T" BRACE. SAME GRADE, SPECIESpAS WEB 7'9" TO 10' MEMBER, OR BETTER AND 807. LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4", /C. 2x4 "T" BRACE. SAME GRADE, SPECIEShAS WEB 10' TO 14' BOX LENGTH4"t0/CEB OR H WITH MEMBER. ATTACMEMBER 16dNAILS AT 2' Typical B B B D, B II i /2" CDX PLYWOOD WITH 4-#5d NAILS IN EACH BOTH FACES 0 ' '-t)" O.C. MAX. W cs Irj Ir- t o r--L c� button brodng b not the respanibMV. or Inns designer, plate mamdaclurer nor trues ►abrlcalor, persons erecting trusses are cautioned to seek prolasslwlW advice regordmg ercelion brodng IC 11j Is ahroys required to prevent loPit F o rfi P 1 e rce D Ivl s I o n and dominoing during erection; and PPo anent bracing which may be required In 2seo N. Kings NLg hwoy, apecHia aPplrcatonv. See '01-111 5u Vary sheet Commenlury and recommen— Fort Pierce, FL 34B31 dallons for handling, Wag do brodng metal plate connected wand in. (im (B00)232—D50B (772)4s4-416o Trusses me to be erecled and ►oslened In 1aslened in a almlghl and QQhnnb III Fax:(772)�te—Dare where no oheding is apppplied dbeclly lot he lop chords, They shall be broeed m specilled on the truss design. Trusses s�lu0 be handle Lrllh reasonable core dudng JOINT TYPE SPANS UP TO 30 34' 38' 52' A 2x4 2.5x4 2.5x4 3x5 B 4x6 5x6 5x6 5x6 rD 1.5x3 1.5x4 1.5x4 1.5x4. •5x4 5x5 -r 5x5 5x6 1 % IV ,rain In ntmnl ,Immme. Maximun Loading 55psf at 1.33 Duration Factor 50pof at 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING AT 24" O.C. SCAB -BRACE -DETAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T Brace) is impractical. Scab must cover full length of web +/- 6". *** THIS DETAIL IS NOT.APLICABLE WHEN BRACING IS *** REQ UIRED AT''U3• POINTS OR I -BRACE IS'SP ECIF ED. - 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. j MAXIMUM WEB AXIAL FORCE = 2500 Ibs MAXIMUM WEB LENGTH=.IZ-0" SCAB BRACE 2x4 MINIMUM WEB -SIZE - MINIMUM WEB GRADE OF#3 Nails Section Deta➢ ®� Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. T-BRACE / I -BRACE DETAIL Note: T Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length: Note: This detail NOT to be used to convert T-Brace / I -Brace webs to continuous lateral braced webs. j Nailing Pattem T-Brace size Nail Size- Nail Spacing 1 x4 or 1 x6 10d 8" O.C. Zx4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length -of :T--Brace / I -Brace• (On Two-Ply's Nall to Both Plies) .: ' • I alternate position r �1 ,.k r WEB . / Nails k SPACING t { T BRACE T-Brace Web altematei position Nails Web I -Brace Nails h0l _ Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size ' 1 2- 2x3 •or 2x4 1 x4 (*) T-Brace 1.1 x4 (*) I -Brace 2x8 I2x8 T Brace IM I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 1 2 2x3 or 2x4 2x4 T-Brace J2x4 I -Brace 2x6 2x6 T-Brace 12x6 I -Brace 2x8 2x8 T-Brace IM 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, Ix4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1X bracing material, use IND 45 for T-Brace/I-Brace For SP truss lumber grades up to #1 with 1)C bracing material, use IND 55 for T-Brace/I Bract L-BRACE DETAIL i Nailing Pattern. L-Brace size Nail S¢e Nail Spacing lx4 or 6 10d W, D.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): ; Nails 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 -bleb Size 1- — 2- 2x3 or 2x4 1 x4 ='* W 1 x6 **' W 2x8 **� — DIRECT SUBSTITUTION NOT APUCABLE L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 , 2 2x3 or 2x4 2x4 W 2x6 *** W W *** ^' DIRECT SUBSTITUTION NOT APLICABLE. N i0s / Section Detail L-Brace Web I must be same species grade (or better) as web member.- Truss: Al Southern Truss Companies, Inc. 2590 N. Icings Highway Project Name: 1452-A TnL9s Design t� ' It SOSOUTHERN- Fort Pierce, F134951 Date: 6/25/2018 10:1730 AM Contpont SohltiowTm COMP/S�NIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 Truss Version: 2017.7.1 (Build 21 Material Database version: 1565 Spam Pitch Qty OHL OHR CANfL CANTR PLIES Spacing WGT/PLY 42-M 5112 1 0-0-0 0-0-0 1-" 1-0-0 I 1 24 in 214lbs 42-0.0 1-4-0 5{a15 6-8-3 7-1-14 7�-14 6A-4 54-s15 ,-4-0 1�-0 6•,0-i5 137-2 21-D-0 i7a,'4 42 5x6- 6 12 5� 12 -IS 3x4/ 3x4\ I 5 US / Us \ d 3x4 / 3x4\ 3 B .} d 1x5� , I O3x5- 3t 1 d- , T 16 17 ,6 15 14 13 3x4- 4x4- 3x4- 3x4- 44- 3x4- 12 19 5x4 - 5x4 - 0-0-0 I 0.0-0 1-0-0 7--10.6 7-1" 7-10b 7-106 7-106 1. -0 1-4=0 9-2-6170-13 24-11J 32-9-10 I 40-8-0 42 Loading General CSI Summary Deflection L/ (loc) Allowed Lord I (pq R* Cod:: FBC 2Dt71 TC: a83 (6-7) F.t Clt D43 he L / 999 (17-18) L / 180 TOLL: m M1-ml4 BC: 0.880&M ven 12.: Us i. L/999 04-15) 7CDL: 7 DepmkIncus.: Yes Fhb: 0.69(119) Cent/OH M. a01 in UP X/999 0-1) L/240 1L/1ot BOLL: 0 D.01- 125% Cent/OHLL• Om UP 2L/999 01-M 2L/]m BCDL: I 10 H-CIt 0.15i. 12 Plme Ogub QntXXA•0. (1:3-14.2.3,a) (2:1A4-L91) (3:1-11.4$22) (401L1.10'7L) (5:00,3-13,it) (604 Uu) 000D ,3-,TL) W1.1-An) (9:1-1L44i,72) (10:1-0A-L90.) 01314.2.3.n) (M'1-17<3-0,0.) 03d)434ko.) (14d742AOL) (15*.M3Au) 060Q34i,n) (I704240.) 06Oo,34Ln1 (191-1134n1 Reaction Summary IT •fits I 13gt Combo HrW th Metead WBM W12h M.Fl Mn. Grsv Udia Mba%dUpM Ma Udia Ma Het 19 Fit, (UM 1 1 8m Cool"'Cae. Mbamry 3.mm L6411W - -MN 12 H PWU (%M I 81. C. Masonry 3.m inL641 IF. - a 98ld 198Ib MD. E98Ih O Its Material Summary Bracing Summary TC SP KSCbm» n 2s4 TC Bn,®g Sbmthd¢Pdns a 3-1n• Podia dtrig. by Meet. BC SP OLsc6-20M Q as Bc m®g Sbee>bed orP.E...1 5-3A P.E. derip y Others. U61. SP OLSU- P m 2d Loads Summary 1) This tew b.i been hsigad f the esm. des to lO pdb od-hbd live Iud}h. dwd leede. 2) Thuin tre hsi boot deigned f rthe e&m dwmd lo.d is -den. withASCEI- IOwith the fdowingua defmd nptt 16Dmph tdt®t..Fegnue C. FdB E.C1o.4 Gesoor.p aGd.g Cote (1-LODI Rena ftD®40ax47.334h=154Nd FadZ.eT ,Neithemdweb®sidcd DOL- L®. CC Zen. F5dth 4 IL A Mmiman etmg eme Imdngin .medanm wah 1BC 7.ae 76UL1 ha na>rm .piid Member Forces Summary T.H.maw:M.,b.In. -CSL-.,Ufom.0----Ff-ifda<,entfi- f-m) TC 121 0.379 .459 D. 5.6 O.sn -Z2W N 940 OAM -W Too 2.31 ad08 -59D lls 6.7 am a.299 D. 10-11 0.3n a59 R. 3-5 0.72 _17M It. 7A t752 76D T. BC 11-12 a919 473 >d (135Ib) iS16 0.753 L678 D. (5316.) 19_1 a6z 473 Do (13511.) 12-13 0." 2,515ft (L362n., 16-19 a83o Z26DF. (-99a1.) 13.15 0.930 -9951d N 18-19 0.876 Z515 Its 41631b Fhb. 2-19 0.147 462 n. (379 D.) 546 0.524 -5621t 7-13 a131 322Ib (-W a.) N, p 3-19 a ® 694 -2=P. 6-16 a7m ft (3131t) 90. -13 W1 2251. (I2S Ito) - lV ll l_7C 3.29 0.071 225 D. 0251-) 6-15 0.® 7m A. (31311.) 9.12 a84 2M a. 546 0.131 Sam (4snn) 7.15 0.524 -5aN 10-12 0.147 462P. (-M:ft) \\� Noss: dd 2)Thi- nm cB:-hers dtthe207F3nldnCod cis dmd Imd )d LL+(Pa-1) xDA_Aj2= P )51 � 2)FrCRmdA=Clintbewatiedandho&ieldeaeetimdotthieI.dples the emp®pmmt dddemm to apaed. ee.bda.m with ANS12P3 L !/ I 3) A emtiol E Cq� L04 has hem epoied to the plate ez.1 mi.tmm dsgn riles. u epmi5dtythe Trot. Mmdee oon perANSf/1P11--20M S.U- 2.4-1 4) lodemet ooncntaxa Icmtn>mmt=30>espned.t the lormm(s)ahoaa.]tows dClRan.the ad+gitr3y&*..Dy bmmd em D-WEBC303RACE Fa ehr edw l l t. CIIb and dap-- bang see D-NF73tMIVO iCE I 5TA E OE- ! s1L;.t.dwmd�da.be.dmMwrxso.11•Imdng D i 313-1 �4 _O_RIO SSZONAL G NOTICE Amp, ofpd; d.i@r sh.D to ftmi.bd w the ennim canutet¢ The design dthis h1dvld.l bin. is l.ed m dip rmm. andte¢m®b mlplied>q the ittn. Mmrd.mner mdreDo tWm the ecar..y Bfiffn M BI-* and a®plem . of the inf�m se 6.th by the Baling Designer. A nd ond. this nmgmrm dn .corytmtm dp.desaimel enpinmmgmapmnyThy sdrly fQ the tress =;mmt deip shaven. sot the.aer streetEna76 SI PFand the impatmt In6®tim & Gmed Ndes' ptge for .didm.l mEt®rian. All omnatorphdez shall be mot£ madby Si3.m SnmgLe Capmy. Ise in amudonm with-FS -M. AD -W. M NKingt Hwy Ft Fie M 34951 a e m mleor the n fdlmsedlr. -as• which mdema - 19 ar-SO 11r, whirl inds.trs a hit tmam la Southern Truss Companies, Inc. Truss: A2 ' 2590 N. king HthaY s W project Nam: 1452-A SOUTHERN TRUSS Fort Pierce, F134951 Truss Designer. dhe Dale: 6/25/2018 10:1730 AM - Co eD Sohmim- sTM �� COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: 1 of 1 Truss Vtasion: 26,17.7.1 PWM 2] Mateeriall Database version 1565 Sp=I Pitch Qty OHL OHR CAN'TL CANTR PLIES Spacing WGT/PLY 42-0-0 5112 2 0-0-0 0-0-0 1-M 1-0-0 1 24 in 212lbs 24)- 42-0-0 ' 1 4-0 Sb15 6 8 3 5.10-14 8-10.14 6 8 4 Sb15 1-0 0 190 6.10-15 13-7-2 1950 22.6-0 T 14 35.1-1 40•&0 42 I 5x6 HS 18 / 5rdi HS 181 6 7 12 12 5r 3x4 / 3x41 �5 8 3x5 / 5 3x51 3x4 / 11 1x5I 3x5 20 5x4- 19 18 17 3x4- 3x4- 3x4- 16 15 14 3x4- 3x4- 3x4- 0-0-0 1-4-0� 7-10.6 7-10-6 7-166 7-105 '1-4I0 9-2-6 174.13 i 24-11� 32-9.10 Loading General CSI Summary Deflection L/ (loci) Allowed 1®d (1cQ 363ced:: FM 2017/ 7C: Q750� Vat C& 0.5m L/932 1s L/180 TOLL: 20 TPI12014 BC: 0.88(19-7173 Vat 1L: n183a L1999 (17-19) LIND 7CDL: 7 RePMbrl.vesse: Y. VQb: 03D C4-M • Cant/OH TL Q02m UP 3-/999 (1-1) 2L/120 BC11 0 D.O.L.: 125X Cmt/OH LL• Om 2L/999 0-0 2LIM BCDL: 10 Hna CR 0.16ia 13 F1. O&eb paty'xm& (13-142-10.) Pr1A4-19Q) (3:1-1L44Bn) (4'04LI-14R) (5:00.3-Un) (60-U-1L14.) (7:41y1;13.) (&00.3-=) (9:0-1L1-10,22) (10:1-11,44(22) (11:1-0,4-L9Q) 02:3.1424.Q) (13:1-vs40.) 04903$Q) 05'041-kQ) 06�3SQ) Reaction'Summary 3x41 0 1x5 1 1 3x5 - 2 13 5x4 - 0-0-0 Jr Tits Bm Cmbe Bm Wdth Mataid RgdBm Wdh LfuRud MatOm•UeliQ Mac Wad Ma Upu Malioa 20 As MQ I 1 8 is Cmaete Mssenry 3.00 m L619 Re - 498 R. -08 R. 119 Be 13 HRA(UT 1 Bis can d. Mnmry 3.00m 4619 Be - -698N -WRe OBa Material Summary Bracing Summary TC SP OLSC62013) 62 2d TC $acing Shenhed,-ep:6-7. 27000 BC SP (ALSCS2UD) 02 214 HC B-iag �mlLeda•Aeiim a S7-0, Adm d:si8o by Othm. Stkb. SP (ALSc6-2012) 93 214 Loads Summary 1) Tbis v- bn bem designed for the efforts dam 10 psfbmn-chord ii a loadpbu dsdk.&. 7)7hi.tawbss;bem designed fa the e9'ees ofwiad lmdr i.. I IviihASCE7-10withth.f.M ing..d3mediprC 16Dmpbuh®u, rsp-C,Fd1yEadesed, nablc7H'ap Bt 7daBCeegay ll8 -1.M OweB Hdg Dina 40 a x 47.33 R h - 15 R Na Fad7.me Tma. Neithe ad.. bamaidard DOL- L60. CC 7me vhidcb 4 Q 31 Mmiaaan stm� ame leada8 m e®dma wah IBC TaHe 1fA7.1 bm as bem applied Mn.s.has-Fnsa.asc C.lrnTaN rw m,.�-.•sd...s., to „a. rer ,......:.ice e,... h.�.,.. r _a.ctc,.,,e �,.,,....,b.tr .i TC 1-2 2.3 3-5 0.376 Q404 Q728 -451 Ra -519lbs -27141b. 56 6-7 7-90.747 Q747 Q677 -zW as -I'm 1.10.11 -2W Ibc B-10 11-u 0728 � 0.404 0.M -2,714 R. SN rx 451 R. BC 12-13 Q603 464 Ra (131 Its) 16-17 0.770 L742lbs (736 N) 2D-1 0.608 464 Ra (-131 Rs) 13-14 QL77 2,479 Itr (Lnt Ra) 17.19 Q831 2,Mlbs (L052RE) W16 Q831 Ra -1 05i lbs 19-20 o gn2,478 P. 191b, YdM 2-20 0.145 457 Its (371 P.) 5-17 0.543 -572 P. 8-14 0.32 324 A. 09lbs) 120 Q696 -2.1n Ra 6.17 0.440 65111, (288 Ra) 10.14 0.073 229 N (Dl Rs) 3.19 p.OB 229 lm (131 R.) 7-16 Q440 651 E. (289 m) ID-13 0.696 -2.M Ra 5.19 OLM 324 Ibs (89110 8-16 0-% .5nN 11-13 Q145 457 R. (371 lbs) \\\\\oN1 11I B/f 1�,q/,��f��i . \GEWS \ / Notes: 1) 7his desi{go o bared m A E 7-10 se refeemad by th. 2017FWda Balding cede P O / 2)Yat CRtmdHm:CReae the vexdr.l mdboazmal d.&aiona da to Bore loadpha the atop caopmmtdd�s7im debdadlmd mmpaedu I)eB I.I.+(Ka-I)xDefl_ -` � � mdewith ANSI/IPf L { 3),a ) AgeSty embul Add Cq- LOD, hu bas a aniied to the oft bdml asictmm chile mama u sprd5edby the Tana Mmulneh=paANg1 M 1-2102 Sectim 242 Avid: d®eg m pmsat pmdmg 5) ®7ndiatc nmtiasnn Load asmmt (C14 regisad d the Imlim(s) shown. Ras cfCLRmat be adetpadelp degmally bmad see D-VMCLRBRACF- Far de-atiw .� m CUI sad d gmd tracing sa D-R�DRM '9 STA OF J 6)Listed triad npli8 tummy based m MWFRS Only loadag 11 0,\ S,ONAL�G ��\\ O'17CB Avy of ibis design .b&R be fbnishedto the aemm emhutm Be design offib indvidal tn® is based an design c du is and mq i is syplirdbythe Tema Mmrdrmna mdrelia aqm the awraey Brim K Bleakly d c-pletmeu af,the i.0-6m .a f rds bythe Bm7d'mgDesignmA seal m this dacingi.dmes sages of pcd dmal mgine®gsetlmalaliq•.olely faPoe vine cacWmmt deign shave. Satde mser Sumrag / 7rD51 1g mdlhe 9¢patmt bafm�m C Crmaal Nsses' page fa a3htim.16fmaeam. All -clan pLta shag be tmde:taedby Siap= SnoaRMe Cempmy, Inc m aavdance with M-VQ . AR eameda 2510 N Kings Hwy Pt Piece, Fl 3a ata as 2D ®� ml� �e s�sedsi.te ace is f.Rwvd by a'-18` which iodmta m l8 moa dye a'sf 18'. whide in&c,m a Lich �sim 19 -a data Truss: A3 Southern Truss Companies, Inc. ..• • •' ° y" 2590 N. kings SOUTHERN &S �� Project Name.: 1452-A Truss Designer. dhc 7SU55 Fort Pierce, F134951 Date: 6/25/2018 10:17:31 AM . �7,4 Component �1 CDMRANiES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 Truss Vasi= 2017.7.1 [Build 2] M>aerial Database version: 1565 Span PkCh Qty OHL OHR CANI'L CANER PLIES Spacing WGT/PLY 42-0-0 5 /12 2 0-" 0-M 1-0-0 1-0-0 1 1 24 in 2171bs 42.0-0 4-&0 535 6-4-11 7-0-0 6�11 535 46-0 140 1-a-0 510-0 24-0-D 30.10.11 3Cr2-0 4080 42 Sx6 \ 6x6- • 6 7 12 5F— 12 -15 3x4 / 3x4 \ 3x4 / 5 6 3x4 \ --- —= ----- — --- — -_-- - — --- -- - --9--- 3x4 / _ 3x4\ r 3 0 ,x4I 1x1 1 3x5- 1 3x5- 1 2 T i 19 16 17 16 15 14 20 3x4- 4x4- 3x7- 3x4- 4x4- 3x4 - 13 5x5 - Sx5 - 0-0-0 0-0-0 1 7S-0 6-9-0 7.O-0 &B-0 7S-0 1-0-0 1-4;(1 BAO 17-6-0 a 24Fr0 33.3-0 40$-0 42 Loading General CSI Summary Deflection L (loc) Allowed L®d (}sQ Bldg Cc&: FBC 2017/ 7C: 0.73(7-8) font Clt U49 in L/946 (14.15) 7PI 1.3014 BC: 0.92(L4.14) Vest 11: 0.18in L/999 (1546) L/180 L/240 TCIL: 20 TCDL: 7 RepMbineseave: Yes VEb: 0.72(6-16) Cmt/OHT1. - 0.01 in UP b/999 (1-1) 12594 Cmt/OH Ll- 0e UP 2L 1999 (12.12) 2L/UD 2L/120 13CLL: 0 DAL.: BCDL: 10 Haes CIt Q16 iv 13 Piste offsets (JntxYAD9'r (1314.2-3•a) (L414,4-3,90.) (3:]-14,4A,a) (4♦}1L1-]Qa) (5:0Q3.13,22.) (6:0-1,3-1478.) (7:1-12.3$a) (18:00.3-13,a) 3 (9:0-1L1aga) pala4,4a,a) p1:a14.a3,9a) (1Y3-14,z3A) (D:za341,a) (4og3.g a) pxaa,2a n) p6:oa38a) (171123$Ol (18P42-0,a) (19-003$0.) (2Fb4.3 _ Reactionl!Summary JT Tt¢ I Bat Cmth. Btg Webh matetiel gong Wdth hfntReui MaC—upba Mine WndUO muup a Ma Htsie 2D Pin (µAll) I I cd Bin Cme Msscal I(Vin 1.5911k - -08n. 13H Rail (µAID 1 8 m Cmnsw m.-y 3.00 . L591 lb. - 1688a 11s-la7lln 598 11. 011. Material Summary Bracing Summary TC SP (AISC6-2M3) C2 ac4 7'C &aebg 6hramad QAilb. m 33.0, Pudin by oth®. BC SP (ALSC&2D13) tR 2A Bc Barg Sbeethd a Pallas a S1-0, Poem d sign bJ Oth®. Wks SP OLSC6-MM n ab Loads Summary 1) Thu tons heI bem doip d fa the effects din w ID y f Wt1®.had lice Iced pfia dead Imda. 2)Thu area has been de:igoedfame et%.aofwind lcedtm.mad+ace withASCEI-1Dwith the m8ewugusaddmed mpt 36DRh titi�te, Expaae C, BdlyEneloaeQ OaNdpblcbal.gCt.MUa•L00)•0-11BldgDim 40 ax47.3314 h-15IL NaFdZ-.T ,Neithamdw•b. iAse3 DOL-LW, CC Ime Width 44 3))Animm naep aID, l.adag in e—dmce wvh IBC T.He 1607.1 ho teat tree .KG d Member Forces Summary 7:He;oa�e.:M�m.n>acsL�a> rage (nx.m�m..aa�is®�m.l�.e� TC 1-21 0.309 -345 R. 56 0.731 7,16o F. 8-10 4614-2,6013. 2-3' n334 -•59Ib 67 11730 -1-MN 10-11 0.334 459W 3-5� Q611 166D P. 7-8 0.731-2.1%11. 11-12 0.309 -3441b BC 12-B 0.46Z 358 8a (101 P.) 16-17 0.905 1,924I1a (-m ae) m-1 0.463 3591b (1011b) 13-14 0.918 2.3Q.1b (L=aa) 17-19 0.913 2,3020s (LI77Ib) lal6 0915 2= lb. 178Da 19-21 0.916 2,M res-L2191ta 11 1 i Vkbs 2-20 a128 4M Ra (3358s) 6•I7 0.198 488 Its (1371ta) 1414 4057 1411b (.6)b) 3-20 n636 -zm N 7-17 0.136 2433 0n (2c lb.) 10-13 0.07 •2 m ft 319 nnS/ 141 Ra (b Ib) 7.16 4196 4880s (118 ins) ]I•D 0.128 4020a (W µs) sl? 0.1u ZMIb 816 0.770 mu 5.17 a719 S391b 8.14 0.112 2161b \ lysQ', �`GENS'�.\/,/�i V NoiLS:\ / P b5�n'I)Thu design isbmad m ASCETao m xefamd �• me 2117 flm& Bia7dmg eel CRmdHoa CRae me wntie!anavmWh9edims de to live loadplm the amppmt ofd9eefim dcewdesdlosQ mapdedn Den LL+p;c.1)xDeflaced.- with ANSVIYJ L 3) Atplity ccntr l fretq Cqa LK bas bee qOW w the pint. ]steal existence desigt -b as apea5 dbp me'Gma Mannfiema}eANgI/1P! 1-2g2 Seem 242 — I 4)P-icle t2: d=g. tc pmemt Pmdmg 5) ®bdia¢e mtmnv I.tmt atsu.int (et3q egnrdat the lexmim(s) shown Rows dCI]tx.d is ukq.ely dugma0y ma4 see D-WFPCI.ID➢iACE Fa �atiw ' -O I\ STA E OFF wCllbandd'agmdhaabgsinD-0.'F�'O1tC.6 6)Liaad wiodipli8 xeadims baedm MWFRS Only �� y7 ).� / Q \ ! -W^1 , ORI j�S/CNAL ENG // 1\ NOISE AcM, efW. desigt shall be famished w the —tim rmtmetm The desigt dmis in& id it bins is bored m desgn edtma md¢gme®u s.pFWby the Tams Mmufi.sa mdxelia ttpm me aesaaey S. Brim M. Ellen* .d c..0Wenas cf the inf®tim set ftsth by the Belding Desipa.A seal m this dewing indeste msptsace ofpofeuimsl m&-i gropmst3lityeddy fame txrm emp.-t design shown. the RaQat®t Jof®tim th Gmee! Naon' fa ed5ti al mfr�tim Alaoneeta plate ah.11 be —u&cn dby Si=sm Sumg-Le Cavpmy. Jac in a—dwoe wimESRZQ. Almama Smss Fog a 7Q51 2590 N Kbg Hwy FL Piemr; FI page a.dthe pW Pula ae 20 .lax the ed me sin is followed ■' lr which radiates m 18 a'S618' which ideate a tend. 18 Truss: A4 '.. ''.. '.. Southern 'Truss Companies, Inc. 2590 N. kings Highway Project Nmne: 1452-A Truss Dtsig¢er: dhc SOUTHERN SS Fort Pierce, F134951 Daze: 6/25/2018 10:17M AM - C0�°II SD 10� COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax SSG 1 °t 1 T2tus Version: 2017.7.1 [BuM 2] lvfatelial Dataliase version: 1565 Span! Pitch Qty OHL OHR CANTL CANTR PILES Spacing WGT/PLY 42-0-0 5 /12 2 0-0-0 040-0 14-0 1-0-0 I 1 24 in 220 lbs 42-0.0 1� 6-2-14 7-11-2 6.0-13 4.11-3 7-1,,2 6-2-14 1-4-01 a 7-6,14 1&64 21-&13 "IS-6-03452 40-6.0 42 5x6 HS 16- 3x4- Sx6 HS 16 \ 5 6 7 12 5r 12 �5 3x4 / 3x41 _ --3x4 /- 4 6 3x4 q 3z7/ 0 3x7V 0 3x5 - T 19 16 17 16 15 14 13 20 6x6- 3x4-3x4- 3x4- 3x7-3x4- 6x6- 12 1.541 I 1.5)61 0.00 1�-0 6-2-14 7-7-2 SS7 6-2-9 D43-0 7-7-2 6-2-14 1.4-0 1.4-0 L14 15-2-0 r 20.7-7 26.10-0 34-52 405.0 42 I Loading General CSI Summary Deflection IJ (loc) Allowed Load (P10 mds Cad:: FBC m17/ 7c : Qs/ 0'9J 14ot CR Q43 i. L / 999 08.19) L / I80 7CIL: 20 TPI 1-2D14 BC: 0.82(13-15) Wt1L: 0.39m L/999 (IS-16) L/240 TCDL : 7 Rep hWac-e : Ya VEb> 0.95 (10-n) Cmt / OH TL• 0.01 i. UP 2L / 999 (1-1) 21, / 120 BOLL: 0 D.oJ_ : 125 X C.nt / OHIL• Okla, 2L / 999 (1-1) Z. 1320 BCDL: ID Have C& 0.12m 12 Plete OIIseb (IatXYAa8k (h314.2-3,0.) 0;1-12}LII.) 0:1-1Z3-=) (4.41L1-142-') (5.41312,Q) (6:]-]7,3$Q) 0�ML3c,u) 1aalL1-10,22) (9:1-12,3-Ln) 00.1-12.3.1.8) (1131/,23.0.) (LY043-0.90.) 03:7.123$Q) (14.W-12.0.) (15:00. Q) 061-12.3$0.) (17112,3$Q) 08ogi-1;Q) n9:1.1%34M) (m00,3ASO) Reaction; Summary rr Tim Beg Combo Bm tildh Me-W PAd Ben Wth M. R.1d M. r.-U;u M. wad uddt Maxupin M. H.�. 20 Fin (Q I 1 a in Cmmee Ide.m:r 3.00 inL59 n. .98Ib. 12 H Bob (" 1 gin Cmeede Mnmey 3.00 in L58 Ib - _MN .98 B. 951w {AB )b 01b Material Summary Bracing Summary TC SP y.....-- �13) 02 214 7C Beni r Sh effiad Q Nik. a ZK PUd1a de lip by 0be6. 13Ci SP (AL.SC60013) 62 2d BC Bmcig Sh..thd QNdi...1504 Nib, deseg. by OthO Vkb. SP'(AISC6-2032) 03 2.4 Loads Summary 1) 7his te... hd been desiped fmthe e&m de to l0 pdbn, choed live lmdph. dadlaed 2)Ihis treesh iluen dsigaedfathe elksa dwiod lmdtmeam8aee wi�ASCEI-]0 wid the fdlavingma 83adiapuC 16De#-k-1e,Bgmae C,F-11YFnel.ee4 GeHeliiiµ Hn7d'mg Certegxy II 0 � I.00j, OtasD BldgI)l� 40 fl.4733 fL h = ISR Nat Fnd Zme Tan. Neithetmd web crosid d DOLE 1.6D, CC Zme R5dh 18 311.5nimm.taieg .ma 1a.dag b e®d®�..;w Blc'r.n1.16o%1 nm n� ben .Ipcm I Member Forces Summary r.ble;ad�:I9�m. QesLn�.Aar.oe(�tamra�e.ad�enl6�t�tm.l6.a.> TC 14 Q403 -3641b 56 0.g67-2.189ft SLID 0.821 a.724Dx 2.3' Q787-.7.723 the 6-7 0.815 _Z.058 A. 10-11 0.396-38311e 3.5 Qg63 23Cft 7-9 0,974 -2,341 n. BC 11.12 0.420 396 D. (-176 n.) 1546 0.712 Zmgs (•LDS/Ib) 19�m 0.427 3991b (1991b) 12-13 Qom 393Ib (176Ib) 76 n 0.714 2.D71 � ( Lon n.) art 0.414 3991b 0811b) u-15 QE21 Z457 n. (4,295 D.) 17-19 0.772 Z456 11. RXI me) %ft 2.20 0.339-L40116s 5.16 MCI 349 R. (445 D.) 943 0.0% 213 Be (771b) 2-19 0.942 Z07003 (1,161 Rs) 6.16 0.163 19111. ((IA R.) 1D-13. 0.948 ZG74 B. (Ll691b) 3-19 0.068 214N (74Ib) 6.15 at% 363 V. I0.12 0.338 -i-vn R. 3-rl 0.191 -4741b 7-15 0.216 5318. (I51 II.) \\ 5.17 0.158 390D. (401b) 9.15 0.192 4%R. �.�GENSF•\f� i Notes: 0 This dsga ;, m..d m ascE 7.10a+,.intaad q• the 2DvP7oaa< Btlndng cow 2) l4zt CRendH= CR.m the wd.el mdhei LWAA,6-d. to lnelmdpb.the meepea.pment dd.8eetim do to dead load, emtperdn Detl LL+P:w-1)ZDe6DLm `� P 05 � _ � '! j eem,A2.ith ANSVM L I I 3) A9.1hy emtld faa4 Cq-1.00, hn been .pplid to the Oft I-IcW tesietmm daigo vdm u .peeified by the Tt M® &et..p.ANM/M 1-20 2 Seim 242 4) .d;gme .S P-Pm 8 31 ®1.� - L..viFa.ltem.inv 1 ; STA E O F� me13band dogmabarcmgseeDMEED ACE 6)Lutdaiadtpiifl namme bs.dm hf99FRS t7aly load'mg 1 f� _ O �\ �-(JD1J I NOTICE Ac.W dtlev detiee ah.B 6e fesnishd m the acelim cmtnelm T'he daiga dthis beFidoal ulna is �sd m dsieo eAtma endtegm®u .opplidbp the 7tm. MantGmaer mdrotiee apm the m�.ep endcm,pinm of the bf tim .df.M bythelh MzSDe.ip .A.eal m ffib dawmgiadntea -mq%- afpot .ima1 m4ne®gte*p=b ity.olely fwthetnm a®pmmtde.ige.b- Seethe owe BIlffi M B�ICIjt Sn=pag/76M page and the "h4x tent lnfmmtim R Gmeal Naha• pw fw aaNma info®eim. AO ee medwplatee .bell lz =deaezdbp Siam Stemg-Tee Caopmp, ba b accord n with•ESRZ762. All-. 2990 NKi p Hwy, Ft Pieces, Ft 3495Y plates em m mlew the &;vifivdpLft size is fdlowedba a' lr which ind� en IB gmw p1ma, a •S411r nhi.h iod. . hiA ten.3m 18 Truss: AS Southern Truss Companies, Inc. project Na17oe: 1452-A 2590 N. kings Highway SOUTHERN Thus Designer. dhc TRUSSFort Pierce, F134951 Date: 6/25/2018 10:1732 AM Comgwneut SohftionsT't CAI IUIiS (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 ofl Thus Version: 2017.7.1 [Build 21 M deial Database version: 1565 Span! Pk& Qty OBL OHR CANTL CANT PLIES spacing WGT/PLY 424-0 5 /12 2 0-M 0-0-0 1-0-0 1-0-0 I 1 24 in 2121bs I 42.0-0 1 52-14 6.11,2 7-64 7.6.0 6-11-2 52-14 1�i--0 1 6{r14 13Fr-0 21-04 26E-0 3SS2 40.6-0 42 54 HS is- 1x41 S1d) HS 18- 4 5 6 12 12 - 5 - - ---- -- -- ---- 9tx4,/- 3x4 \ � 3x7 \ �a. 3x7/ 8 US- d 3Xy- 1 9 1I1I1I111 T 17 16 15 14 13 12 6xs- 3x4 3x7- W4 11 6xs 118 3x4- 3x4 1.10 I 1.5x51 I 0-0-0 0.0-0 1 52-14 6.7-2 7-10-0 7-10-0 6.7-2 52-14 1�-0 1 6.6.14 132-0 21-0-0 28-IM 35£r2 40bA 42 Loading General CSI Summary Deflection 1.1 (loc) Allowed Imd (p f) 131dg Cede: RE 2D17/ 7c: Q83 (4-S) YarcR 0.47 in L/9A0 (13-14) TPI 1-2D14 Be: Q84(14-16) Vert LL: Q21 in L/999 14 L/ISO L/740 TOLL: 2D TCDL: 7 Rep)&r I. m : Y. Rkb: 0.95 R-77) Cmt/OH TL• 0.02 in UP 2L/999 (39) Cmt/OH IL: QOlm UP 2L/999 (s'9) IL, 2L120 BM: D.O.L.: 125% BC)L: 10 Hm: CR 0.12 in 10 Plete OB nets (Jnr7(.YAng): (1314.2-3,0.) R1-123-1,94 (3:1-IZ3-Ln) (481312Q) (5:043-49Q) (6 "-3-'ZQ) (1:1-12.11,n) (9314.2-3.0.) (10:K3490.) 01:14Z3$(l) (MI-D.3$Q) (13:00.1-72Q) (WK3$0.) (Lr KI-I;Q) (16:1-D.3$0.) (171-7234L0) (I8U430.50.) Reaction! Summary 7r TT, Bm Canlo ftwdth Mde d 7tnd13n Nah M. Mac G--UPO Ma Wnd Uplift Mm Upe NIUHua 18 Pie &M I 1 8 m can d M.." 3.00 in L55411a - � a= in 1, 64Its _ -M P. -99 Re 83 De -M Rs 0 De 10 H P.H (9E� 1 8 in Cmeme bfaemq 3.00 Material Summary Bracing Summary TC SP,(AISC6JD33) P234 TC Bmdeg ShedhedaNdma at 300, Ped"m dwigt ly Other. BC SP (AISC62013) 02 2x4 BC Dmeing Shetbed.P.1ina en 5410. Peden &sign by Othm. RHa SP �WW62012) F! 2x4 I Loads Summary I)Thismashu �deignedfathe efm denlDlDifha®ebudlicekdphn&odk.&. 2) Thu trues hei bdeigned fa the elieea ofwmd 1w&ina=&-=withASCB7- Iowitb the fa➢ewmg ma definedmpt IBJ rtgh ultimtq %goem C. FYIDyr-a-A een Gew ffq.B 7dmg CaegayIIQ o.vA]Mdg am 408 x47.33Rh-15&Net Bed Zone Tw, Neither end web -used DOL- 1.6D. CC Zwe Fidh 46 3) T.fm®.a Stange eIDe lend g m e®&nee with IBC TeNe 1607.1 hen ad hen epbed Member�Forees Summary 7:Ne;na�:lf�m, �cs�»Qaddrea t�e�p �e rd tsm:m.Is.ne� TC I-i Q3n-3141be 4-5 am -2.570 11. 7.9 OL633 ,7,668 Da 2-3 0.633 Z669Ile 56 Q837. 2,57D De 89 OM au De 34 0807 -1471 Ike 67 0.807 -247111E BC 9-1D 0.351 3231b (-INIs) U-14 0.840 2,2117 DE (-L1DD6) 17-I8 0.351 323 As (373 ft) 10-11 M3D It. (139 ft) W16 am 7,2Dt the (7.7221ht) 184 0.3S1 3231b (139Da) 11-12 0.919 Z411 De l lla 1617 0.919 4111.E (-I,3DI lb. 1 1 1 via. 2.18 0.339 •I,=1. 4.14 Q493 58 Re (29 Im) 7-111 aon Mae (-UD DE) 7,101 Ds (1,A51!•) 5.14 0.7/6 -399 De 8.11 0.854 2,1D1m (1121611a) 2-17 Q854 3-17 am 228 ft (150Ib) 614 0.493 58 m (-2G9 De) 8-10 0.339 -1.30 m 3-16 O.W7 •2%De 6.12 0745 357 De C -v �` ENSL� 4-16 Q145 357 Da 7.12 GM•285 ke /3•/ ��G ` No6es: � P U51 -I 1) Md. dsgo ii hued m ASCE 7-10 as >d eared IF 1be 2017 FW&D-U-SC.& i�}�� 2) *ft CRend K= CRam the u6.1 adbetamt.I ddledima denteRW leedPI. Ih-aeep-Twcnt of&flectim d=to dead keA-pored as De9LL+(Ka -1)xI1e8DL aem&aa with,ANSIUI L 3) Aq®Ia7 cent 6l fed4 Cq- LOD, hen b- eplE d to the pbft Id..d teiEtmm design when as apifiedbythe Tnea M-5.be.P¢ANSYM 1 MM Semm 142 ( i �, bl- 4) ed:g dnd-ege to Pmwat Pmdeg STA E OF 5)Lieted,&d¢1;kt�ms heed m M%M only loafing �'O ; .�Z ORI� �/ONAL NO'IICE Aeopg of tbia design ah.D be f®!abed b the aeetim cmtnuxm The deign otthia indrvidd hub is lased m dsgn mtma endmgm' ea-b mq;ikd 1g me TMe Mend me¢ and Yr ies upm the ewrary B>mm M BkaW end o®plydmeaa the info�dm sd hd6 by the Hu7dmgIlni@ta-A seal m tbn &wingmdere aazpmae dpt£ dmd mgmeetivgaspma3Tity anlely pstbe hens cmpmmt design abavn. Sx the ear shad E. 76051 Pe. end the'hupatmtlnfam�m 8: Gmed Ndea' page fn• edi6md hrf®tim. AD omnedapine duD be-dLdtaed by Siq- Sb-g-Le C�7. ]no m --dorm with-ft AU mne7a 2590 NMess Hwy FL Piave, F7 34M am 20 uilea the m is foDowedbe a'-]8- wbi h mdem ®18 a IS818.wbi b i dmea n hiph tmeim 18 Truss: A6 I' Southern Truss Companies, Inc. Pmjtxt Name: 1452-A SOUTHERN 2590 N. kings Highway Tnus Designer.dbc TRUSS Fort Pierce, F134951 Date: 6/25/2018 10:1733 AM - Component SohltionsTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax PW- 1 oft Tmss Version: 20 .7.7.1 [Build 21 Mateoal Database version: 1565 Spam Pitch Qty OHL OHR CANTL CANT PLIES Spacing WGT/PLY 4240-0 5 /12 2 0-M 0-0-0 14)-0 1-0-0 1 24 in 2081bs 42-0.0 1-4-0 41i14 57-2 6-4-0 Cr4-0 6-0-D 17-2 1-4-0 s1a14 11�-0 17-IM 24-2-0 30•CrD 3ra1-2 4043-0 42 5X5_ 3x4- 3n5- 3x4- 5x5- . 4 5 6 7 B 12 12 �5 5F- 6 3x7 \ 301 US 10 3x5 - 1 1 T 19 is 17 16 15 14 13 !20 6x6- 3x7- 4x4- 3x4- 4x4- 3x7- BA- 12 1�57t5 1.5x5 j 0.0-0 o-ao 14.0 4-2-14 5.11-2 B£r0 9£-0 5.1'I-2 4-2-14 1.4-0 1-4-,0 51-14 11.6-0 ., 21-0-0 30-64 3652 40-M 42 Loading General CSI Summary Deflection LI (loc) Allowed Imd (pa0 Bldg Code: FBC 2017/ TC : 0.65 (5:7) %ed M 454 b L / 857 (5-16) L / 19D L / 240 TCu : 20 TPl 1-20)4 BC: 0.95 (16.18) Vert LT-* 0M b L / 9W 16 TCDL: 7 P.PMkT.-: Yea Va: 0.92(7-14) Curt/OH71. - O.M in 11P 2L T75 01-a) IL/IM I LL : 0 D.O.L : IB % Cent / OH U. a(a b UP 2L 999 (11-n) 2L / DO m a13' BCI)L. 10 K-CIt 12 Pie. O&ets (Jnt]CXAnSt 0314,2-3,0.) 0:1.17,3-1,10.) (3:1-14,30jL) (4d/ "A) (50438.0.) (6'041-1;0.) (7:00,3.8,0.) (8043.9,a) (9:1-14.30.22.) (10.1.123L9.) (11314,23.0.) 01:043490.) (13:1-1Z3-8,4) (14:1-1238.0.) pS:D,o,24a) (WOO-1 ) 070A2A0) 081-12}$a) (191-Iz38.a) M."- 49D) I Reaction Summary IT 5P, &R CambD Em Wdh Mat.W WEhxWdh Mac News M.c-Uditt M. Vdnd Uplift MaxW Max Had. 2D Pm (QIQ I 1 8 in Cmoete Masmty 3.m b 45%na - 188Ib 12 H Noll CAM) 1 g b Cmade M-M 3.m in 1.554 na - -es1h AR. -MN 0 R. Material Summary Bracing Summary 7C SP (AISC62D13)C22s4 TC B-in Sheathed or P.E.m.12.114 Pr. deign by Otheo. HC SP (ALSC6-2013) 02 2.4 ®apt BC >3meng Sheathed.. dme m 4.7A Pn1b deign by Oth®. I5.17 SP KW6-20M SS 2s4 FH. SP (ALSC&2DM 13 MLoads Summary n his ties hu teen&signed for the e&es de to lD lxfbo=anal Tine loadplm dmdlosdc Zl his true h.slaea designed fa the eBeds &wind lmdmasxsamnm withASCE/-)0 with the fe0envbgme &nine& mpt 1Wsgh sio®te, Sq�rm C, Fnay�dmed G.H, SA B.7d.g Cry n (l- 1.00). Ov.mU Ndg Dens 400 x 47.33 0, h - 75 4 Na F d7me T-, Neither end web ecs.id.& DM- LM, CC Zme Width 4 6 'qv staog ame Ioedngm ermd®m with IBC Tdie 1607.1 b.s nd lam glued . Member Forces Summary TaNtinAmn:MrabelD.=esL=&Iudfum.(s>mreotgcr adffame0m>mced.l mace) Tc 1.2 Un -260Ib 4.5 0.643 ,7.3291b 8-9 4647-2.5591hr 2-3 a494-2_%711a 5.7 0.651 4,9S F. 9.10 0.494 4.5671b 3-4a647 Ila 74 0.643 Ira 10-11 0.277 -260 n. BC 11.12 (L297 259 na (IY R. W 6 0.952 2,8V 1W (0.797 1,%1b.) 19-M 2681b ( ]44 Ns) 0.217 261 Ib (1211b) 16•IB 0.952 ;tt>B lb (1,537Ib) El-1 a797 ZSg Ib - D-13 13-14 0.676 3521b (.1,3DI Ihs 19-19 0.876 2,321b 013W lb \ohs 2.20 a341-L399Ib SIB 4918 -7111b 9-14 0.09/ -1221b 2-19 a842 Zan Ite OX 7ia) 5- 4139 3331b (A816s) 9-13 0.079 249 V. (m9n) 7-16 4135 333II. (-981b) 1a13 a841 7,Qf316 (L2ID Ib) ' Y19, 0.D19 249Ib cps lb) a097 -td 7-14 0.918 Jft. 1aII a399 341-7.1b `C- `GEN-M i 3-1e 4.18 0.254 62411a (-2371b) 6-14 02% 04 P. (2371b) \� 7 P b51 Notes: 1) his design i. bendm ASCE7-10m,.fr, edbythe2017Flmd&RmRdng C.& l 2))Vied MeedHm CR=the te6ral mdhaizmtd ddkctims deto lm laedpbi. the creep cmpmmtofA-R dmdetsdmdla4omperdu DeOLL+(R¢.nxT1eBDL' _ s"(' aeoudsnee with ANSYM L 3)Ag.UW-bul Seto Cq-1.DOb-b-.ppticdtothe Plateldad=istmxd-ip,.]- s.ped5.dtT6,Tsms M=u&m rpzANMrMI-20MSee6m242 .fl STA EOF 1 4)tisvimdn d adegee-dei Wto P-Ig 5) Lntedwiadnpiffi u.esims bsedm MWF175 Only 1.adng , / O \. i2� ��S'%4 %NAL NOTICE Ampy cf this dsipp sba4 be6miahedto the =dim rent aa= he deign efthis indvidd teen. is bled m design wheda mdsegi' t .gpliedly the 7=s Mened cme eedselie e>pm the a< cy Brian M Bk2W mdomglem eftheist.msrim set fedh>H the Heldngt)oignecA and mthia �wisg indisdu ame¢mm dpo@ssiond mgmeesiugsespmary adely for thetrem eongmmt design ehuvn. See the Dose S=Esg I7M51 pag mdthe'lmpetmt Inform A Geneul Nma' peg forditimd iafimeisd An omnester plates sh.n b named rased by Simpsm Strang -Le Cngmy, Inc m eeesdmm with F2at2762. Al-mneetsr 2550 N Mess He% FL Pi... F134; tb R 7D mltas the ed sise is foamsedbv a --18' which in(E e m lgpqmpWwaSilir,vjhichindr a h' tmdm 18 Truss: A7 Southern Truss Companies, Inc. Name: 2590 N. kings Highway Project 1452-A Truss Designer. dhe SOUTHERN TRUSS Fort Pierce, F134951 Dane: 6/25/2018 10:1734 AM Component Sohttions7M COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pages 1 of 1 ,Truss Version 2017.7.1 Ukrild 2] Materig Database version: 1565 Span Pitch Qty OBL OBR CANTL CANrR PLIES Spacing WGT/PLY 42-0-0 5 /12 2 0-04 0 0-0 1-" 1-0-0 1 24 in 204 Ibs 42-0-0 i 1.4-0 aye p 49-0 7-0.0 7-8-0 7.6-0 49-0 3-SO 1�-0 1 4-N. B•fi0 17-&0 2410-0 32-G-0 37-3-0 4fY6-0 42 Sx8 H518- 1x4 i 4x6- 3x4- 54 H518- 12 4 5 6 7 8 12 5r— A- 1x4i 11 1 -1 1 , 34- T 18 17 16 15 14 13 1s 3x4- 4x4- 3)S- 3x4- 4x4- 3x4- 12 SA- 5x4- I 043Z 1-4-0 8-2-0 7-0-0 7-B•0 7.M 1-0-0 SfsO 17-2-0 2410-0 32-6-0 I 40.8-0 42 Loading General CSI Summary Deflection L/ (loc) Allowed Lmd (psQ Hdg Cod:: FBC 2017/ 7c : Q99 (a5) Vet CR 0.72 in / 646 (15-16) L / 180 TCI2,: 2D 1PI 1-2t]4 EC: 0.96 (IS16) MA U_- 0.33 in L / 999 (LM6) L / 240 TCDL: 7 RepMtrineeate: Yee REb: n83(3.15) Cant/OH TL• 0.04 io LT X./544 (1-1) 3L/M BCIT 0 D.O.L: W'A Coat/OH LL• aoml]P 7L/999 (1-1) 7L/]ID F=: 10 Had CR alb is 12 PWe osm (Int:X,YjmBi• (1314.2-3,n) CLIA4ASQ) (3:1-14.4-9,22) (41-D.3-ka) (51043$90.) (60A244(1) (1:1-12.3$0.) (9:!-)4.4-9,22) (10:14(as,90.) 0131 ILL) (2b11.314a) (13-..3 Q) 04.W4XQ) (15:1-17,3$a) (16OQ34;a) nJatl-0.a1 pea4(34t,a1 09I-u341n1 I Reaction, Summary 1T Tim $µCombo tilt Wdb Mateaal P4BM Wdh Mex Reed Max G—lltdi0 hW Wnd lldia bSmt llplia Met H�e. 19 Pia cmm i. 1 8 m Con t M—y 3.00 m LSA 1m - •6981W •698 a 58 Rho 12 HRdl(%M I Sm Cmetde Mmmq 10) in 1,554 R. - -981W -6987hs Oft Material jSummary Bracing Summary TC SP (A1SC6S01.0 d2 2e4 TC 8tee;, Sheathed 13C SP 0=64MM 022s4 BC B—kg Shmhed a Pudma d 4-IA Prom deeip by Othm. W:bt SP (AISC62032) f32t4 Loads Summary 1) This Puss bn bcm de i@tel fa the effedc die to 10 Wb n—ehadliw).d ph. dad 1uh- 21 This tttm hm hem ttaignd[a the effeda dwindlmdt is aemdanm withA5CE7-]0 with the fa0owmgmerddmed mpt 1®nqh ultimete.5gasue C, Ftd1yF dread 9,11 y4BkingCatepl•I](1-1.00).Ov..UMdgDi-40Aa47.33$h-15$14dTnd7meTtm.Neithe—dwebemsidoADOL-L®.CC2me Width4a 3) Mai®atmLe min laadng m a wdanm wild IBC TeHe IW7.1 bae nd bcm m;ocd I Member Forces Summary TaHeiotsmte.:lr�m.—CSL--alf—m e� �ma emts®meem f—) TC 1.2 Q20 406 Re 4-5 0.986-3,504Ib 8A 0.7m ,7,610 a. 2.3 U-M 4nN 5.7 0.966-3,4414a 9-10 a373 421b 340.7M -16M Ibs 7.9 a%4 7 Im 10.11 a242 403 the BC I1-12 0.615 374 Re (-19 Rm) Li16 0.961 3,5041b (-Lm Ib:) 19.1 a615 374 Re (19 P.) D-D nB58 2jlq lbe (1,78116t) 16•IB Q876 2.419 Rht (-R.1811fs)- 13-I5 a876 2419 Ra •1 llhel 2,2N r. (AM Rm Rbbe 2-19 0118 370 Rm (-254 N) 546 a165 424)b (-4181m) 9-13 0.094 2321m (1101bs) 3-19 QB34-2,185Ihs -16 Q174 •3841b 9-12 Qli4 ,7,189 ha 3-18 Q094 232 R1e 010I1e) 7-15 a165 474Ik (41911e) 10-12 0.118 3701b (2541ha) 4-18 0.093 2291W 8.15 0.496 1=1ht (721169) lf- \GENS ,,j// 4-16 0.499 1225Ra (721 N) 9-13 acm M9 Rb �� i Notes: P 051 I)Tbn dip iaddm ASCE J-lOm r�the117oIDldgC 2)1En CRmdHta CRam the watiW endho®td d4eW= cm to lhe)ad plm the ax—paneot ofd8emm dm to dead lmd amxeedo Dcf il.+(Ka -1)xDeBDL' �- I mxddmmwith ANSVIPi L — t'•(' � 3) Atfnlity emttol Lit; Cq-1.00, h. bem gelid m the piste Id-1 s.idan. daigt Babes ae gccifi d by the T� Man ficft—paANSIaM 1-AM Seetim 242 _ �, � �l,wae.edeo.p,ape�tpm�g STA E OF S) ®Iadmte rmtmtm latml maemt (CLIZ) sea}ude the loeatim() shown. Rows dClRtmtt etletpaely &godly b� see D•TO t-'r »®err Fa eb—liw to CIR and dagmd bm®g em 1)•WEERE IORCE i t� ! j -Po , q ._L3— 146 6) Li tdmi d syii@ seaeuma b-d m MWFRS Only le ft& . / /ONA� NOTICE Amy dthia tbip ehaa be f xakbdto the enxtim emttadm The d:sip dlhu mdvidd bass is b-d m desip mteda aadtegi—t. stgoWby the T= M..&=— mdteUes upm the amaary Brian M B1=* and �m dthe inttm�m net Lm by the Bk aDeeiper.A aed m tbb mwmginded. aemptmm d pofessi el mgmeeaagtn+padh7ity addy fa the tsma a®pmmt &dp ab— S. the cote Shod Fag (7fin91 pep ®dthe -hgouaot Tn(�m & G—W Nda- pap fa sdL%.O mtm>atim. A8 tmnedaplatet shag be mast i d red by So pm S rmg-Le Crnt)my, Ina m aomdmm with FSR-2762. All omnada 29gp NRmp Hw7; Ft. Pivm, F7 34951 ate 10 mlos the - d ate sin is to➢med b a'-1S' whiel tndicaes m 18 a -Sd 18'. whu3 iodeata a b' tmsim 19 Tnlss: A8 Southern Truss Companies, Inc. 2590 N.1�gs Highway Project Nye: 145E-A Truss Designtr. dlc ComponSQhmonsT*t SOUTHERN Fort Pierce, F134951 TRUCDMRANIES. Date: 6/25/2019 10:1734 AM page: 1 oil ent (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Truss Version: 2617.7.1 [Build 21 Material Database version: 1565 Span Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGT/PLY 42-0-0 5 /12 1 0-0-0 0-M 1-0-0 1-0-0 1 24 in 216 Is 424).0 6-2-0 69-0 6-&0 6.3-0 69-0 6-2-0 1�-0 1-4-0 7-&0 1430 21-0-0 27-9-0 34ii•0 40A-0 42 1 r1-6-Rr1bQl r-32-0-�r32-0-1 - - -- ----3x4 --s"c- - - A�4-.._-_-- -12- 4--- ------------ -- - - -- t --' �5 I 5� TT 40- 3x71 3x7, 8 3x5- 3xs-� 1 B T ,5 14 13 12 11 US - 5x6 - 3x7- 5x8 - 6xs - 10 16 ,.SX5 1.Sx51 0-0-0 62-0 6-9-0 6.9-0 fi-B-O 0.0-0 6-B-0 6-2-0 P1,91 1-4-0 7.(s0 143-0 27-0-0 Z7-9-0 �. 341s-0 408-0 42 Loading General CSI Summary Deflection L/ (loc) Allowed Lead 1 6.0 Bldg cod:: FBC 2DI7/ IC: Q69 (2-3) vat CR. 0.99 is L / SN (12-L'0 CLL 7: 2D M1-2D14 BC: Q99(12-13) Yet U-* Q44k L/99) 13 L / 180 L/240 Irm: 7 Rep)Abl.oense: Yee R6b: 0.94(g11) C®t/OH U. Q04 is UP 2L/565 l%91 0 D.O.L : In % Cant / OH U.- 0.0E in UP Z. 1999 (9-4j 2L/LID TI- / 12D BCIS : I m BMI 10 Hen Clt 0.16' in Plee Offsets Qnt]C,Y,Angb (1:3.14,2-3,0.) R:1-123LIQ) P:l-D.34$a) (4:1-1;3.4n) (3:D42S0.) (6:1-12,3F,n) QA-12,34kn) (931423,0) (IDOQ3Q90.) (11fi0.3$0) t723Q24Q) (13043$Q) 04:3n24Q) (1500,340.) 06:0n30,s0) Reactio l Summary 2T TvQ' Bge bo Bctudb 1etew wftyAdb MexRe.e I/_C -uasa 1.Vbdllaia M.Upa td�tx� 16 Pm (VAW 1 Bin Cmede M.sonty 3.00 m 45%R. - � R. I0 H R.0 (WV) 1 B in Cme ie hte awy' 3AD in 1,554 as fiB8 as � R. � R. $.g Im O lm y BracingSummary Material) Stu rn TC &IDM 122,4 e� vc 15 SP�WASC6-2713) SS 2,4 5-7 SP W=6-2D13) SS 2.4 BC Sp�W-RM20M 022d BC Acing Sheeted a Purim. a i]OQ Perim deign bf Otbea. %bl SP.,0ISC6-XM i02A Loads Summary I) Thu hens ten: bem dsipnd fathe elfrda rim b 10 perbmomrSed ]ie 1mdpM dad l.eds. 2) ihie Inns hm been dsilmdferthe e&w afwmdlmd+ is .motd.m witbASCEI-10 with the fdlmvingm¢ ddmedinpe: 16Dmpk sdtinak, rp- C, Fdh' imelee4 G.NdiRp A76vg Ceeg.pllp=1.0010%=UBdgDim40az47.33&h-15t1NmF d2meTime,Neithermdacb-.i&.&DOL=1®,CC7me Widh4R 3j Mmi®.t �c Imding a oemdmm wah IBC'lbxe I6011 hu as lem apiied Member,i Forces Summary >eue;od�e:l4�hem.>e� esL�•�r�(�� a ts� a� m.lr�) TC 1-2 Q468 -404 R. 45 0.541 {5681F. 7-8 0.684 2.715 2-3 a688 �7N R. 56 0.541 4-W R. &9 0.467 -4Ql R. 3i 0.492 -3.982 rm 6-7 0.48E -3 982Im HC 940 Q459 425IN (-n71.) 12-13 0.981 4,031 Id (-2,MS R.) 1516 0.459 425 D. (-MN) 1D-,11 Q458 4251m (37 Ra) 11-14 0.98/ 4nm m. (;I99 Rn) 16.1 0.459 425 n. (2N Ra) 0.7@ 442 R. -1315 P. 14. O.At 4471d - 3321b)\ 1 11 11-12 VIR. 2.16 Q339 .1,39011. 4-13 0.3M 769 R. (34I 1.) 7-11 0.061 IM R. (-A 16s) 2-IS (1917 ZM9Re (.106@.) SD 0.114 363R. 8-11 n938 Z030ae 0.MR.) 3-15 Q0W R. I89 (-A R.) SD 036E 769 R. (328 Rs) 8.10 n339 -1'M a. 3.14 Q697 1,715 ne (A571b) 6-12 Q193 Q1 r. \ X rrC1,' f 4.1I R193 Bn R. 7-12 UP 1.7151fs (96511.) Note: / PTTAR 1) 7hi. design u hurdm ASCE 7.10 o ede®ed br the 2017F1odd9 HnldmgCod: l 2) Yet CRmdB= CRme the-6:4 and bcd=W ddeei= dm to li a leedpho the aapcompmmt of d8ctim rim m ded lmQ �.drdu IkL LL+(�.1) xDeO IILm acmdmx withIANSYM L - A . `" J �` 3) lhtlabeW plee ase 1r3 � 4) A9.1 tp -Q fiax Cq-100, ha. been .M ivdb the plate Weed -jg ee deign v.b.a u .pm9ed by the Tana Mme 5.� peANSVM I= Sredm 242 1- � -4 \ 5)Pewide ahgrde d.m.ge bpa:statpmdng 6) ®indm a emmmm lmai aah.int (CUR) see}dted a the 1-6w(s).hown. Roar c(ClR=w he ad�ely daganmy h-4 see D -WEB slrm A Ftr.bemeeita tom2a..nddq.-ILe®g see D•WF�OMM s�1 fV / �0 ��` � y � t �,-+ !! 1 1D Lutdw)od 4U=ud= bsdm bd%M Only l.ed.g /� •e` �Of r/��• �� NAL NOTME Amp, aftbis dais sbaD be fsmishdb the esretim emt The &s'ipi dYh s Ind idol taro. ie bmd m deign eaten. and,.gi-b eoWliedlyPoe Time;dsn 6a-admlia s pm the eneaeey Brian M. Bkakly .rod oampiemras if de inf®em se forth big the AOdng Dedp=A.nl m this d ingind- erayteaoe f'.rs jo d ee&eeb".gead3T addp fathe tams eo.Pmmt design .heave. Sm the ewe g� Fag p 71W51 4 be &. page end the "mpd�t 1nf®tim d: Gm®1 Noes" pales for ed5dmd mframtim. AR emneeepiee eh.R )z s®simmedby 8im{.m S.me-'Re Campmy. Ine in aim withFSit Z162. AR cm.enm 2590 NRings Hag Ft. Pieeq Fl 34251 .ore 20 �mloa the (e (.➢owed a "-18- wtrich mdeates m IB ar indmea . h tmeim ]B Truss: A8GL s� Southern Truss Companies, Inc. SOUTHERN 2590 N. Icings Highway Truss cA ss Designer. dh ^ muss Fort Pierce, F134951 Dare: 6n5n018 10:1735 AM COMOn4 Sohruons�m ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of3 T21Lss Version 2017.7.1 [B1111d 21 vfate[rdlDatabaseversion 1565 ' Span! Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 424)-0 5 /12 1 0-0-0 04-0 1-0-0 1-0-0 2 12 in 2091bs 42-0-0 6-2-0 5-0-13 5 4-13 1 5.4-13 + SA-13 MI3 g4i1 140 7-6-0 12-10.13 al,3 23-&6 344i0 12 WHSIs- 3x4- 1x4j 5ffiHS18-3x4- 3x4- Sx8HS18- 12 5� 3 4 5 6 7 8 9 — 15 3x5- co 20 19 18 17 16 15 14 13 21 7x5- 3x5 HS Is- 30- 3x4- 4x4- 7x8- 12 4x4- 3A HS is- Z61 2X51 I QUAJ7AI Q J7 0 � O M J7 Q J7 [M 0 IM J7cJ7 D-0U 0-0-0 6-2-0 5-4-13 5-4-13 5-4.13 5L-13 5-0-13 6-2-0 1-4-Q 11-4-a 1-0-0 7-6-0 F 12-10.13 + 18310 23-66 23'I� 34�60 4OZ-0 Loading General CSI Summary Deflection L/ (loc) Allowed Lmd (Pfl 1345Cade: FBC 2017/ TC: Q84 (2+3) Vet CR: lm L/464 p6-17) L/18D TCLL: 21D TPI 1-2014 BC: Q53 (1611) Vatll.: 0.43 iR L/999 p6d7) L1240 TCDL: 7 RepMkl.—: No VFb: Q94 r2.20) Cmt/OH TL. QM i.UP 2L/689 (11-IQ 2I./IM 13CLL 0 D.O.1.: 125% LL. Cmt / OH LL: O.M m UP 2L / 999 p1-11) 2L / Im : .c-. .� H—CR, (16in 12 Reaction 'Summary IT Tvae &R Combo BAR W&h Meteicl WBMWdfb M. Reed MtC—u0B Max Wndw Ma Uddt M.Hei M Pm (MM 1 1 8 m Cmede Mes w 3.00 m 3AS Re - -L6%N L666 ft 23 Re n. -L675 Re -LM ft. OR. 12 H Rn0 (VJ I) 1 8 in Cmede M—M 3.00 m 2,%4 - Material Summary Bracing Summary TC SP (ALSC67013) in 19 omit¢ TC B..inr Shesthd a Adore ai }7-0, Pudio design b-Othea. M SP (Al-4C&2013) as 2t4 69 SP W.SC&MM SS 2a4 BC SP (ALSC&WM as 2e4 BC Bia®g Shmthd aAv>ms a }I]-0, Asim d:si}p b- Othes. WAS sP (AIM&MM 63 20 Loads Summary 1) The ttme haalbem adored fa ft the es ,b. to 10 psf hnrmehad lie lmdphe deadlmh. ue 21The trbslt=d*pedfir the eflem dwind ka&inabnm aithASCE/- 10wbh the fdlewingmade6edmt p1®sn¢Wei�e, EVsve C, FaOyt dosed GaHekEµ An1dn6 �' n a- I.n OweO B3dgDsrm oft x47.33 R, b - 15 a, Net End Zme Ttms, Neither and wcb onside d DOL-1.60, CC Zme Wft 4 B 3))f- atmig s1io k ff gm amedmm with IBC T.H. 1607.1 bm nd hem gplicd \��w t I I I I//// N M- B1 / I ��Q-� ��GENS`•��i P 95 -o ►` STA E OF f = f///SS/GIVAL �G NOTE Amp- cf this daiip shall be 6miAh b the —1k- —tech. The d:igo dthis i."dml trms is tad m dogs mteda mdraI' u sqf iedlg me Tees Meot6emcmdteliu �m the ne�eey Bffi 1yj, $]�h. and at�dmes dthe into�madfatth b-the Bu7dm8DesijpmAseelmthe dawmgmdieetn aempmm dpmfesimslmpeeiRg>erjms3lity mlely fa thett�onalmmt deign shnwa. See the car s0¢t Eng 67M51 mac ®dthe "femoeimt htt®tim Gored Nates'>r� fit aditima] into®rim. All —.char lets 64 be —d deedb- S-Fc- St -10i. Cmpmy, Inc m m amadmm with ES&2762. An enrt2510 a N%iogs Hwg FL Puns, Fl N11 V 1 Ar 00 I,- \ J Lo � xt c,14 yg� eo ` CO 1 •O (�yt �j D 1 ;U`` LLJ O A � fn�0,� w CDCD -V�� 9 4� W M �AAAAAAAAAAA y,Aa . y (� :q ddd ddd dddtldA9 o �$a2-12dia2fl v N W rn y B AAA AAA a •ice N O� "v8aq�. V� N �AAAAAAAAAAA du OFJb O O � "l Mq4 O q d a.e.9.9.a.91.e.9.a.8.9.b.9.a.6.9. ��A��. AAAAAAAAAAAAAAAAA,�,AAAAAAAAAAAAAAA dd doo ddddd AAAAAAAAAAAAAAAAAAAAAAAAA2AAAAAAAA _ �AE*ulaovfA ORO%00i7¢R7¢V�CR��:EF70t7C4�CR7EiF� �k��..�ee 9 SJ.n *dC 1Je�ec :6 �s•11 F9q •fi s. _� moi 9A�a�m AAA AAAAAAA A v I. F,4 Ib� �sz� �� "' x x xxxxxxxxx7 x g �41 ,ey,u ,q �tgyq UUy U@. CI Up:UU}U}uuUQ.CyIVQ.UyC@I.Uy000Ujuu p ,e a ,u may+ � vp,ae vvva�at gvv�vcq ,ae �va,aq aov poveev,oy v,ae qo po vqv �vaap V UU UyU{nJUUS Up. Un fJp Uy spy �'t$h�UQ.InJUQ. Un tQ). Uy UQ.Uy UUUQ.U[J}U�VQ.VfQJ. Uy C1 ty70Q.00¢Vx U(}JS UQ. Vy Vp. Uy UQ. ,IOR� .g 13 •. N M F�R1 F:�F%�F�IO F'3 P7 FY OI FEW PFI Ig �Rl h&RI I&�F�W FB'(A F�{4 lY Pi F;W �-1 W.ZRfA1x PiRPI F�RI F��FY�F�fA W�Fy RI FB'[O fz�F�FI F&W At . i � " * : Southern Truss Com es Inc. �� 5 Truss: A8GL Project Name: 1452-A ' SOUTHERN 2590 N. kings Highway Truss Designer. dhc TRUSS Fort Pierce, F134951 Date: 6/25/2018 10:1736 AM Colnpontt SohrtionsTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 3 of3 TMs Version: 2017.7.1 Vh0d 21 Made181 Database vmsi= 1565 Spy Pinch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 2 12 in 2091bs 42-0-0 5 /12 1 0-0-0 0-0-0 1-0-0 1-0-0 Truss-td-truss Connections Summary ID C 'ed Tatra Cmsiaa The, C M.0 OBhe And. TT4 I C17A AWL 760 315 deg TIS 37A ABOL 7d12 2Mdeg TT5 nA ABOL S't612 Z/0 deg T716 n ASOL A deg TM n AML 73dd2 2M deg TT6 17 ABM 15b12 2M deg TT6 n ASGL 174-12 _M &g TT6 n Asa. M&I2 270 ft TT6 n ABOL 21.0o Zm deg TT6 n ABGL 2 5544 Md7.70 de6• TT6 n ABGL TT6 n 265-0 nDdeg 285d 27o deg TT6 37 ABCL 305 ZA deg TT6 17 Asa. 32-54 27D deg TT6 n ABOL 34.54 2M deg TV Cn ABGL 3460 ns d.g Notes: ` �S'rlcu-�gau �a¢ASCn'7-]dasi.fdatd-bi'tLc�-'1N+7aidi8ti.dagLod_—�—G-- —.— 2) MA CRmdH-CRee the wti.d andLa�imtd delletimc dun to lice lead ph. the map eeoWmmt ddedleetim die lw dmd)eA pgM es ne0LL+T--1)xDe We --.._—---�--•�_— — eeaudmee with A14SYM 1. 3) Ae}elity eeetml Laa, Cp= LM bes been applied to the plate lneml resistance design wd— ss eprd6edby the Thee Mant&etaapeANSVM I. 0P Seetim 2.42 4) Pr ;eb akgete dmmag. to pl.tadewunt pmdmg 5) ®Inds eaatiowe taa�t (CI.Ip r.apd,eau the)eamim(a) ahowa. Rows dLZRrmat be ae):gnt.ly diagiadly bam4 see DWEBCfiO3R/eCE Fa ell®mina wCLRsanddsgeaallxneingseeD-W10%:E ' 6)hefum �bowaf this mdtifly ems me panty mdtbe ro.dma Rfar all plies. Two idetiullrmaa -bell �buh andmeebedu fo0was: TC-I ttwd103Nds orGm Null [eao0x7Tdax27/rlmgj®lrnn.BC-I rowd101Nuls ocGm Neils [min UV dux27ir Imgj®Iro.e.,Fpbs-1 row 10dNuls wGm Nu'Is[® alE7' elia x27/e In editim to the 6etemg odPmed ebDw pcmide the following sa)plearetd Sneea within24' dthe la<atim(s) littWbr3m m liedtemg hanger.mn. that= eaynbl. d vendeaffig the entia load be— the plies. Tc: 746, W lodliis. C— Wk [� 0.IV efa .2 Tr Imgj TC:3, 10, to 101Nails or CnmNeils [nin 0.IV de. x 2 TT Ime) 7) %_ res).med soffieiet bmps 64 be pmsided (by others) to mist reamoos ebowe. S) le.ten the c vslnds on ace si&-; de net nip ums. Sae h-ih -bell be i-Mlledm the same Me- Ar thet the bmgae me mtubedtn 9/ Leteml b d.S ah.11le mt..hedto --b ply. 10) All Wteoo- ®;,,, M T ImB unless athemise hotrd 11) N.U. I. let and and ply ebe0 he stffluedfi--coos..iw plim bt• la the ni -pemg L� Limed windtpiid reutime bss.d m MWFM only losdng i \\�1A L Z i b51 [ y -d STA�EOFv.,� �O Al L_O_RID . AL �l1I I1\ NOTICE Amp• dthu design abA b: hmishal to the --ti- emmear. The desige dlhb in RMA ma- is b—d m design mteae andMFi m u sugpiwby tie Trm. h4anofime m mw )M 3ky and oeanlieteai mfmhbytheBa,fex laiSeAuamtsdemeat, dthe infmaim d3llelfPot Stroll Fag d 7MSI page andthe Rmpottmt ee 20 hrfa®tim d: Gmenl Ntea-page fa ad5dmd —All omneee.pLtm shall be—demxod by S=p-m S wT, Cempmy. be m exadanm witi'ESRS7R. All tmne.ta unless the era sirs is fa0owadbr a' -IS' which iadiesta an 18 a'SB 18• which indicatesa hi emeim IS 2R0N Burp Hwy F1 Piece, PI 34M Southern Truss Companies, Inc. Truss: B 1 2590 N. T�;,,1, SOUTHERN kings HiWiWaY �.I� Name: 1452-A Truss Designer. dhc " TRUSS Fort Pierce, F134951 Date: 6/25/2018 10:1736 AM Co»>ponent SohltionsTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 Truss Version: 2617.7.1 [Build 21 Mat®81Database Version: 1565 !1 Span pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGT/PLY 20-4 5 /12 1 0-0-0 0-0-0 1-M 0-0-0 1 24 in 881s 2DA-0 6-2-9 4S7 4-M &2-10 �2-9 10-g-0 1S1�i 20-4-0 4x5 - 3 12 12 1x4 \ 1x4 I 4 2xlO I 3)a \ m 3z4-� d $ 1 V/ �y T 7 6 T 9 • 3x4- 3x4- 3x4- i 0-o-b O-0-0 1.O.p 6-11-14 5-44 511-14 1-0-0 7-11-14 + 134-2 20-" Loading General CSI Summary Deflection L/ (roc) Allowed Lasd (¢0 Eatco e: FBC 2DI71 TO: 0.46(1.2) vatck 0.14 in LIM (3-1) L/IRD 1CLL : 20 TPI 1.2014 BC: 0.60 (9-1) Vat 11-1 0.09 in L / 999 (8.1) L 12W 1 TCDL: 7 Rep Mtrinamae: Yes Vkb: 0.20(;.a) Hm.OR 0.04 in 5 BCIT : 0 D.O.L : W % CteepFmna, }:a.20 BCDL: 10 Piste Offis- (T.MY,Anpb (I'6-ZI L90) CL'0 313.52) (kK3-I30) (4'DA3- ,52) (5144-11•90.) (CIKAO.) (M01-1-0) (&003 0.) Reaction) Summary IT Trx Vidh Nbl.W P4ftWdh M.Red M.C—Udia Ma Wndupift Ma Upa Mu Hai. 1 Pm (VhR)! I 8 in Cmmae Mne y 3.m )a 794 Res - -339 R:-33811n -65 Ra 5 H Roll (VIM 1 8 m Cmade Mnmty 3.00 in 794 Rn - -3381W -339 Its on. MateriallSummary Bracing Summary 11: SP'K-%C&XM 02 W 7c Bmsiag Sheathed aP.&..a4.M. Pidm design by Othea. BC sP KSC6-2013) 0W BC Bm®g sheathed aP dims n 64q Frdm &eiga by Olh— W. SP 01--f 6-20M 03 20 slide, SP (AISC6-2013) 62 2.4 Loads Summary I) This tnas bai ba daiged f the eseae de to lD psf bmm,.had Line load rim dadlmm. 2) Thu tnas heE hem designed for the ef6wxe of wind lmd m ssnmtbnm a»thA5CE7 - IO wid the h0owiag+sa de5aedinps 1®.opL tifimde, E�mtm C, Fully ad —A GebieaBp, B Tiling C.IcM R Q-1.00), Owen Edgl�s 40 9.47.33 f4 b -15 0. Nat rad2me Tsms, Ndthermd w.bemsidard DDL- L W , CC Zme RSdth 4 fL 3)1.fm� do<.g efde Imdngin eramdmm wirb IBC T�bte 1tiW.1 bn am � appiiad Member, Forces Summary raen��es:M�aID.>oncs�mn�.lzae�c .m�tome;td>fomttmm=»ml�� TIC 1.2. Q455-451011s 34 LM-1,2161� 2.31 0418 -I-W Rn 4-5 um -1 11. BC 15.6 0.521 1,162 Re 604 hc1 64l 0.514 BD ac -390 ft &1 DAN L34911a Tl51ln V1Hi 2-8, a104 -335 ae 36 UP 334 as (-1381ht) Notes: 3-8 arse 522Rx (a49Re) 46 aasD 251Ra (2BIb) W \\` 1)'lhis dip Ibased m ASCE 7•10 ntefaem 1 by the 2D17 Florida B.ITi gCad: \�\ {�� de(ledims dm Rm loadpbs the dte to dead keA eaapmrdn Den LL+(Ba-1)xD.RDLm r'_�--�_ Z)Ven CRndHoa ORme the wtieal and hmmetal to mspomup—tof&fl-im er—den—ilh ANSYM L �\ gl-/ rEN V 3)Ag.Iity omtid Sam Cq-1.04 hn ben grpRedto the pile Laeml tnistmm Aga aaiaa n speri6ed bytha Isms M-,&e apaANWM 1-A01 smtim 2.42 �� S 6)Lisad wmdeplA seemms bnedmhlNFRS Only lmdmg \ � ` \ / -17 -fl x STATE OFf 43-1PX�;��v` ORIV,. 1 `3/OMA' 1��G I NOTICE Ampy of this desig shill h Smi:bed m the er�m emtmd¢ The design of tha indtidul tans y used m dsign mteua ndsegm®m srgpliedbythe Tsvn Mm1S eeva mdselie +qm me szmuy Brim M.• B1m}11y end omrpleteness ofthe infa�m set fmh by the Bm1�g Desipa.A seal m this dawmgindeates as 0— dpmfndmal =&wigs espns37iv edety fathe tsm }mmt chip ahowa. g¢ th. mw Sam Eag ®7g51 O page and tbe'7mp t hrfo tin B Gmeml Nan' peg fa sdstimal iaf�m. M omaedaptetn shag be —u&.0 dby Sia}nm Snmg-Le Cmgsay, Ine ie smndmoe witti ESRZ762. All .mamm 2550 N F.ings HwR Ft Pi... Fl daics erz 20 idea the ed ere aiss is followed a'-lff which md� m Is a'Sff iff which )ndedn a hi tmsim IB I � 1 Truss: B2 �• Southern Truss Companies, Inc. Project Name: 1452-A 2590 N. Highway SOUTHERN Truss Designer. dhc ' Fort Pierce, F134951 Fort Date: 6252018 10:1737 AM Componl Soiuli=TM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 Truss Version: 2017.7.1 [Bald 21 W19mialDatabase version: 1565 �. Spy pitch tZty OHL OHR CANT L CANP R PLIES Spacing WGT/PLY 200 5 /12 1 0-0-0 0-0-0 1-0-0 0-0-0 1 24 in 88 ]bs 2N" D-8-0 �_g 3- 7 0�-D 3-9-fi 5.2-10 ra2-9 ,l?{1-0 11-4-0 15-1-6 21Y4-0 I 4x5- 5x4- 44- 3 4 5 12 12 --15 5� 1x4\ 1x4/ fi 3101 m Dc101 3x4- 3x8 1 d 1 7 1 3x6 l T 10 9 B 3x4- 3x4- 3x4- D."0434 6-11-14 5-4-4 6.11-14 1.D.0 7-11-14 + 134-2 20-4-0 Loading General CSI Summary Deflection L! (roc) Allowed Lead (ls0 Bldty Cad:: FBC 2017/ TC: a47D2) Vert CR: 025 is L/851 (10-1) 1711.2DI4 BC: 0.60 00-3) Vert LL: 0.09 m L / 999 p0.1) L/180 L / 2t0 TOLL: 2D TCDL: 7 R-pMhrl--: Y Sitb: 0.19(440) Hea,CR Qotm 7 BCM: 0 D.O.L: 1259i creep Faam,Km=20 BCDL: 10 Plate O&da (fntXYJusBk (1SL1-1,9Q) R44}D.4) (31W3 Q) (49Q34Q) (5: A 0.) (W143-Li,9-) (/:1$411.90.) (&00 0-) Reaction Summary rT Tvoe Bmcmds Bm V0h h4daid Wftwdh Me"Read Mac Gms•W Mct Wnd Upli@ Max Upa Mac Hm¢ _ I pm (%M 1 B m Cmmee Mamty 3.0D in789I1a - 338 Rx 7 H Roll (VI310 1 8 in Cmmete Ms-mty 3.01) in 78411s - -338 Rs 33811a -0 Re -338 The 0 as Material Summary Bracing Summary TC SO (asc&2013) n.2x4 TC Racing Sh..ffi k camp: ITA: 100 BC SP (A15C&2DM n 2x4 Bc aa®g Shcehcd mAd'ms a 6-K PLdm hsiP t3.Olbea. Vkbs sP (AI 5CbD012) 431A Slider Sp OLSC&MM n 1,4 Loads Summary 1) Th6 truss ha hem daignd fm the etfeds dus to 10 psf bo—chmd Iiw lmlpim dmd lord. 7)Mi. truss has been daigd fen the effects dwrodI-&in-xadmmwirhASCE7- 1D with the fallmingmm ddmedmpt: 16DmFh 1ri®1e, Fipmxm C. Fully Enclmed, G.H.E.,Hxld gCamgcyII0-1.OD),o..UP7dgDi®408x47.33$h-15QNdrmd TrueTtms.Neithmmdwebxmdduedr)oL-L®,CCTrue RSdh4a 3) Mmiman simag attic lmdngm awdmm with MC Table Im7.1 ha nd taus gplied Member Forces Summary T.ma na�ea:Membam,n�csimffi�dalrmm (�mx� rd�mthm>��ddrmae) TC I-2 114611 -1,47111e 34 0.331-1,19'7N 56 Q7se3M -1.W Ih>ms is n4®-1.3at� 45 a3m 086Rx s7 a3D4 t ITT:7.4 0.515 1139 Be fdil Rn &10 o.SG sm D. 413 Rs1 10-1 a6ML319 as-7891hs1 FEI: 2-10 Qlm Ra (•31014$ QI23 3m it. (1331be) 4-10 a497 Ra 193 4p7 (•2490168 0.13110 25153 (192I1s) Notes: I) Tbis desigt is bead m ASCE 7-lO m rzfaenmd l�, the 2D17FImidt Ha7dng Cade 2)Wt MandHta CRamthe svtiml mdbmcmtd de8edims den to Bus ladplm Theamp mmpmmt of"caim de to andkA cmpxdas Dtk_LL + Q:cr - 1) xDck Min \\`i,`GENS 3) Aq lhy emhd but-,1t Cq-1.0Q ba _ pplia lte the plate Ideal sesism. daigt xd s as apra5edlay The Tau MastdimsmpmANS M ]•20m Seefim 24.2 4)P-A&-degmed cagtupnattmdns ' ' P 051 \ �_ 5) ISstedwiadnpl� teaetims baud MWFRS Only ]awing , � 1 ' STA OF, 4 OR[_ \� NAL NOY'lCE Ampy'dthis sign ebell h Smisbdto the enmtim emtmam. The desig dthu indvidd Nsc is feadm deign ditto. mdsequis®a sulplidby the Truss M®tdimxa a>dselio i✓pm the acmraey Shan M. Bkal* I mdempie—mu. dthe infotmdim ad fah to the Bmldisg Deeigta.A sad m this &.ingmdestes am peaam dpn>fadm l engme®gtespms3lity edgily lathe truss eaupmmt design sbma Sm the Dote Sum:I F.gI lag mdthe Rsopatmt Inf®tim g Gmeml Noes' pag ( adfitimd info®tim. AO ®nedmplm shell he »dadmed by simpm Ssmg-Le Cagmmy. he he —ad.. with ESR-2M. All emema 255p N Rings Hwg FL Pierce, Fl plates am 20 aka the d sia is foaowadbv ■'-IS' which md� m 18 m'5618' whitL indeate a h' tmsim 18 i Truss: B3 s Southern Truss Companies, Inc. 1452-A 2590 N. kings IlighwaY Project Nye: Truss Designer.dhc -SOUTHERN Pierce, F134951 Daze: 6/25/2018 10:1737 AM TRUSS Page: ComponeQt SDbr[i0ns COMPAN S (800) 232-0509 (772) 4644160 (772) 318-0016 Fax PaSe 1 of 1 IE Truss Masi= 2017.7.1 [Build 21 MaterialDatabaseveusi= 1565 OHR CANTL CANTR PLIES Spacing WGT/PLY Span Pitch Qty OHL 0-0-0 0-0-0 1-0-0 0-0-0 1 24 in 821bs 20-" 5 /12 1 zaw B•0.0 54-D 7-0-0 8.0.0 U-4-0 i 20-4-0 4x8\ 416- 2 3 12 12 12 5F— `6 2x10 1 3x4- 31m 1I 4 1 1 34B T T 7 5 5 3x4- 3x4- 1x41 Dh0 6-0.0 1-0-0 7-0-0 5-0-0 7-0-0 20-4-0 4 1-0-0 B-0-0 ' 13.40 Loading General CSI Summary Deflection L (loc) Allowed Isd LA MgCad.: FBC2D17/ TC: ana-3) t6tcR Q3sm Ll622 (71) TPI 1-2D14 BC: Qn(/-1) V.t LL: ., Q14m L/999 (7-1) L/110 L/240 TCIL: 2D TCDL: 7 RepMk]nawe: Yes Va. Q13M H,¢CFt Q04 is 4 0 D.O-L: 125'K C,cepFeea,F--20 BM: BCDL: 10 Phee Offsets (7 txY•An& 0'6- ] L90) 2'0-34- w% (i'1123-S.QI (41$d•10.90.) (51.113$�) (6�OQ7-D,a) (/:3$3$4) _ Reaction Summary J7 'hte ' B,gC®bo Btu wdh Mmisl RdSg wdh Maxaoa Ma Ch—U" M.Fled Udia 3381Fa M"upuft Ma Haiz 338 Ra •49 Its 1 Pm (Vna)�, I B m rmaae Mesa,ry 3.00 m 75811s - 4 H Reg (%) 1 8 m Cmaee Mssmq• . MOin 1S5Ihe •338 Re 3.O -3391hs O lla Nhterial,Summary Bracing Summary TC SP, (ALSC6-7013) M 7C Bracing meam d aPWi., m 3-IOA Arm deign by Othea. BC Se®g Sheethd arAed'ma m S7-0, Poim dsiga Iq• Othen. 13C SPI (ALSC6-2D13) f2 2t4 Vkh; SPi W SMM12) Y3 2A Slid. SP (ALSM2D13) @. 2t4 Loads Summary 1) Thu tnew hu tree designed fa the effects dee m Io pdbonaa ehad Gee loedpfie dadlmh. 2)This tees h'AF—deaignrd fa the e&m afwindlmds is eom&am with ASCE/-10 with the fdlw ingmer defined input 1® dtimntq Es{�ue C. Fug'Endmed GauedEp m&.BC tegp• B 0- LD0)• O.®11 B1dgDirm 4D R -47.33 R h -15 Q)M EudZme Tees. Neithermd ueb omsidned DOL- LM, CC T.me RShh 4 8 3) Nimimm Omer er mce le.ding ie s®dmm with IBC LHe 167/.1 has notb= .Nlied Member;Forces Summary T.blei.X—:h4�11).u—CSL mt.,ddf—,(w=mmR.&'if�mtr�,�odd —) TC 73 VC3-L35511a 23 0.708 >d 3d 0.486 -1.7D8 Ra BC 4-5 aso9 063 Re •6(l7lta 5-7 a6D 0f61ts �Ilbs 7-1 a710 L1971b, -816M, Vide 2 7 Q091 2.29 he 3.7 4I32 324 Dx (127 t.) 3-5 0.00 X1511s I NOffi: 76,4andaemedby the 1)MThis R tmishsCR 1hevSCE dMic017F1mdao bw edpha s, DmyL+ - zD gDLia Z) Vet CRsadH,a CRam the wdcal and habmtd deaeaims dm>o lise Imdphe the weep e®pmmt dd:aedim 8e m desdlo4 o®pde3 �¢ I) \\ \ a A . LJ]4 L tY t exadmm with ANSI?P1 Seetim 42 3) Aq ay eme; vd fimCq. LK h. hem appliedte the PIM le-d esistmae design who o sps�edtg• the Tim- M --fi-1 rPMANSM 1.70@ 2 Q— �/ 4) PwAde edge&-ms)¢ In P—t Peed'mg based MWFRS Only lm,img GENI�� ! � � �` SF 5) Linedwmdaplia tesedms m \ . P b51 �~STA 3 E OF f CORIOQ:'��'�� 10NAt NOTICE Aeopy dthis design shsa be f misbed m the emctim rmoaa. the dsgn dthis mdividul mm is lead m design rsteda mdtrgme,>mta atq}4iedbpthe hms Mmtdamaead relies qm the suaraey iS. &is lowing i x-- seeeptmae dp of timal mgme®g,upmsihlity eddy fir the tries ea p..1 dais. shown. Ss the cwe Brian M Bk" Sna Fag 179351 and easPletmes gng mdihe "Impo,ant afthe mfaorffim sa fdh by the H,tM gDc nA..l eu lnfa�tim & Gmesal Nda"paw [a sd Amal mf®dm. AO emnan¢plste Ouin be »,eo ieuxedby qi.F- Sbmg-3e Camay, lee in �m wi& ESR-2M. All e®nmar MN Kip Hwy, Ft P.." fl ates - 20 micas We ed ne aim is fo0owedb• a "-Iff which ind� m 19 a •SB IV,nbich m,6eete a hid tensim 18 Southern Truss Companies, Inc. Truss: B4G ProprojectName: 1452-A SOUTHERN N. ldn 2590 N gs Highway Truss Designts dhe ' Fort Pierce, F134951 Dare: 6/25/2018 10:1739 AM Page: 1 eompone! t SohroOnS7M COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax of2 Truss Version: 2617.7.1 [Md 21 Material Databasevmsi= 1565 • Span Pitch Qty OHL OHR CANTL CANTR FLIES Spacing WGT/PLY 1 12 in 921bs 2142,0 5 /12 1 0-0-0 0404 1-" 1-0-0 21-4-0 6-0-0 4-60 4-M 6.0-0 6-0-0 1 D$-0 15-4-0 21-4.0 • 4x5- 5x7- 4x5- 2 3 4 12 12 T 5� —IS b$ _ T --- _ol�_01a_�=_ 1 �� 1' 5 T a B 7 6 3x4- 4x4- 1x4j 3x4- C.16 6 J6 ® DKI J6 Gffi J6 0.0-0 1� 5h0 4.,&0 ¢41.0 0-0-0 1-0-0 6-0-0 + 10b-0 15-4-0 20-0-0 21�.0 Loading General CSI Summary Deflection L/ (Ioc) Allowed Loed (P-f) adg co3:: FBC 2DI7/ M : 0.89 0-2) V t cR 031 in Ndt LL: O.D in L / 7(0 L/999 (7-9)L / 180 (6-7) L/240 TCLL: 2D TH1.2014 BC: 078(6.7I O.lm 5 TCDL: 7 RcpMbolnc—e: No Vkb': Q370-6) H-CR BOLL: 0 D.O.L: 125% CtapFd.'20 Reaction Summary rr Tvm ac Cmbo HI wdh 34e1e6.l RndattFldh hO. Reed MzG-Upok M. Findudilt M.11ob8 M. Hi. 1 Fin (VIQI I s m Cue ate M.e y 3.00 a LIC17 N -W N -W VA 1816. 5 HW cau) 1 am CmetdeM M 3.00m 1,107lbe - -W He / .6431m 0Ra AlateriallSummary Bracing Summary Tc SP(ALSC.62o13) to W--pb Tc a.®6 n ethea erF elm. d 3-sq Palm adieu by Dto.. 24 Sp, (Alsc6-wL3) ss ata BC F,(9-C&20Paz2x4 13C rums sbeunedaP fi. d2-114 P.H. degnbl Ohra cxa SP;(AISC6,20M a3 2A Loads Summary 0 zbu true h:s been designed fa the ffid, de to ID fdb t m chadHm 1m6 plus dadI.&. 2)Tbisterrabetbrutd:sigo:dfarthe-,hensawiadlmbisemoilmmwithASCEI-Iowiththefo0owmgt definedinpt: Mmpheti— Ftgmde C, Fully raelmed, CnHedigr, 137dng Cara®.y31(1-L00)6 om0 altDb-40a:R.Mf,h- IS R Not End Zme Thee, Ndther mdveb cmeid ed DOL-L®, CC Zme w*dh 48 3) bfin®m A-F �e Imdnga..madmen wbh IBC •ruble lrm.1 b. nd b- ypiled Load Case Lrl: Std Live Load Poiot Loads Music � Loeedm Dirtdim Load iab Wdh Cbd 600 Down 57 ft Top ffi Chd Top Chd 6" 6.0-12 Down Down 38 Rn BDlba 24 in l 11 ffi Chd Top Chd 60.12 g�12 Hasa Dmn 6Ibs �t 24 m Men ffichd so-u Down 61b x;o ��\\\ P� _ T6'Chd But Cbd IDID-U 100.12 Down Down g0lb. 6Rs Kin 24m QQ-� \�1.`!/\GENS��``�/// Top Cbd But Chd 11-3.4 11-3.4 Down Dwvn 8D Ra 61 hc 24 in4V bf m \ ` RpCbd 13-34 Dawn SDIb. 24m _ P b5 Bd Chd 7opChd 15-3-4 1534 Down Down 6 Ra 80Ibs 24 in Min i ButCbd 15-3.4 Down 6 Rs 24 i. S j�,/- — ffi Chd 5"Down 381he TA E i/ x" .� ' OR10 X NOTICE Ampy obis dcsign abed be fm.inbedto the =c6m cmtndm The &sign f this mdtedel tans is based m design cd ei. endteq —ft •up &dby the Ttmt M-dxaac endrzlie. up. the.emrery Biiaa M Bkakiy sad eemlddmes ate infoa>mtim sd fdtb be to %Affi gDesigaer.A sul m thi. dmw•mgmdimea emepmm dledeimd m&-i-grm}mn'b7iry eddy fzthe trm empmmt desk. ebown. Sm to etc Snot Eng f 7tn9113 paw and te'lmpoamt lafmaetim Jr Gmeat Noes' page f edftimd mtm,afitn. AR omne:tapietes sbag to aentdaenae3ty Siapsm Snmg'L ^C®may, Ice m amddenm with MR-M. All moeeed 2M N Ries, Hwp, Ft Race, F134 SOUTHERN Component SohrtMions'TRUSS Truss COMPANIES Version: 2017.7.1 [Skald 21 Southern Truss Companies, Inc. 2590 N. kings Highway Fort Pierce, F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Sp4a Pitch Qty OHL OHR CANT L CANT R PLIES 214-0 5 /12 1 04).0 0-0-0 1-0-0 1-M 1 Load Case D 1: Std Dead Load Point Loads Memhc Lat. Direetim Load Tnb Wdh Toy Cad 1 6" Dawn 17ft Bn Chd 6" Down ® Ea Top Chd 6412 Dona 311. 24m Bd Chd 6-0-12 Dawn 4211a 24 iz Tap Chd 56 Down D 31 31 Ba 24 in Bd Chd 84.12 Dona 42as 24 in , Top Chd 1DID-12 Down 311ha 24 in Ba Chd 100-12 Iowa 42 N 24 in Top Chd 11-3-4 Dam 31 N24 in Bz Chd 11-3-4 Dower 42Ib 24 is Top 1L3-4 Dana D 31 31 as 24 in Berl Chd I 13-3-4 Dwa 42 na 24 m T.P Chd 15-3-4 Down 31 N 24 m Bd Chd 15-3-4 Dam 4211s 24 in Tap Chd I 15-0-0 Dower 17 as lint Chd 154-0 Dow. aft BC 56 0.706 -2,6iB 1tg 7A 0.7$I 7.: ta[ 6.7 Q*M -3,41D 1hs 9-1 0.7116 2,69516s W. 2-9 OXi2 5711hs (-451 P.) 3.7 0.125 3161hc 44i 0.232 571 lls (�45511s) }9 0.352 797 Ba (.M0 N) 34i 0.374 amIhs (d57 a.) Truss -to- truss Connections Summary ID Caniid T—s Canine Tans C—ina o&d Avale M C36 134G 6" 315 deg TT6 36 B40 60-V- 270 deg m 36 B* 0412 Z70deg TT6 36 B* ID0.12 270deg TT6 36 B40 11-3-4 2TD deg M 36 BQ B-3-4 Z70 deg TT6 36 NO 1534 270 deg T15 C36 B* 164-0 225 deg Notes: 1) Thu &.is. is bsd m ASCE 7-10 as .R..adby the 3117F7aid. Bod.g Code. 3) Yet CRandHi— CRme the vvtieel and hom�mml de0edima du: to ate lodpim the e,spcampmmt oChBedim dx m deadloed, oompaedu Defl LL +(Rc- I) zDeB DLm Nita d bdM 11. 3) AQaBry emtml fndaG Cq=1.0O, has been appticd to the Plate ]efe:al tesiatma dam lad6edby the isme MmnSeezcpcANSVIP! 1-2002 Sedim 242 3) Aq-lily 4) Ymid: -kg: d�mege m Pmmt }m3ng 5)1.6td Niad � tuedms bud m MWFIL4 Odp bode& Truss: 134CT Project Name: 1452-A . Truss Designer- dhe Date: 6/25/2018 10:1738 AM Page: 2 of2 Spacing WGT/PLY 12 in 92 lbs i i E34�q'/T�� ! P C51 r-r / STTA EOF ,LOR19P.'� x S/ONAL /11111111 `E Aco1y dress daigo ebna he fimisbd tithe enzam cmmda. The h>igo dthia mdvidd tttm is dad m desig+ etile>n endre¢m®u .tg�id hYme hm: Mmt>9 d.E. W. the ---Y Brian M. Bleakly. mAdaes ache infomim act fmth bythe Bwlding Dmign¢.A sal m this dmviagmdeaes —eptmm dpafnriood mpeetagrtspmsiality solely for the ft— emopmat desipp shwa. Ss Poe owe Stan Fag d 76a51 adthe'7ropritmt W®aim d: Gmeml Na1a" p,ge foroddtimel mfmmmm. A0 emneemrPi— shag 6e ttsmtdamard fy Simpam Samglia Campmy, Iae m a—dmm ailb M Z7M. AD —ad. 2550 NXiap Hu% FL M-6 H 3499 i as 20 mim the ria is follaNsdlr a'-1S' which IDdodd m 18 a'Sf 1B Nhkh iodate a high tmrim 19 gmp Owe. Southern Truss Companies, Inc. Cl Troj ect atffi: 1452-A Pect N ti SOUTHERN 2590 N. Bags Highway Tmss Designer, dhe Fort Pierce, F134951 TRUSS Fort Date: 6/25/2018 10:1739 AM 9t sohlIIOnsTM Compon So CDMP (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax fie: 1 Of 1 Tt ss Vmi= 2017.7.1 [Bwld 2] MatemlDadahasev==- 1565 SPA pitch Qty OHM OHR CANT L CANT R PLIES Spacing WGT/PLY 17-0 0 5112 2 04)-0 0-0-0 1-0-0 0-M 1 24 in 671bs 17�-0 57-2 3-4-14 B-0d 57-2 9-0-0 I 1740-0 4x5- 3 12 12 �5 lx41 •-,ten=--_� _ -_,_ � — — - - — — �-- dy -�_�-_—�_��=.P� � " '—�.�.._=.3 _ 3x3 2Y10 l '� y 3x4 al 4 1 341 1 1 T 6 5 T 3x4- 3x4- 0-0-0 1-0-0 8-0-0 60-0 84-0 1.0-0 9-QA .r 17-0-0 Loading General CSI Summary Deflection L/ 0oc) Allowed Lmd (}s0 BWg Cade : FCC 2017/ TC: Qm (2•3) i,(st CIt Q21 is L / 844 (6-1) 2D TPI 1-2D14 BC: 0.7/(S-1) IEd II.: 1106m L1999 (6-1) L / ISD L/240 iCDL: 7 Rep Mhrhteasse: Yes Vkb: (IV(3-5) Hax Clh 0.0.3 is 4 BC12.: 0 D.O.L: 125 Y. C.TF.Cl., Ra�20 BCDL: 10 Pl—Offi s O.LXY.Ano (Id2,l-19Q) R'0U.31332) (3:Do r- o,) (4:14$4-11,90L) (51-I2,3$Q) (6,10QI-17,Q) Reaction Summary Tr Twee BmC®bo B. litdh Metecid RM&xwah M.PR Max a,-UPiifl Max WadUdiff Max tw M.H� I Pm (%M I 8 in Cmeaxe Mesmq 3.OD in 664>b - .7ffi Ik 4 H Roll (9 li) I 8 m Cme�ae Mesmq 3.00 i. 664 Its - -0BZ 1la -2n Il. _ 55Id -?82 U. 0lb, Material Summary Bracing Summary TC SP, (A1SC&MM 42 2s4 TC-1; Shedhea a Alms a 4A-0, Aelin dsipe g' Othm. Be SP (ALSC6.2013) 02 w BC 13ncing Sheathed w Amore a 7-OA Atd'm chip by Othm. Wb. SP W.SC&=) 03 2W slidz SP WSC&MM (a N4 Loads Summary 1) This toes has been desitmWw the effects din to 10 pef bmlrmehard lira lead phs dmdhsdt. 2D Tail ums bes bem desipedforthe e&ea dwadloade in aaadmeewithASCEI- IOaith the fo➢wvmgve &&edmpC I60mphtdhde6Espuae C,Fedly Fmdmed, GaHdFira Balding Cde�� II (T o L00), f),mD ID�Dim 40 fl:47.33 $ h � 15 $ Na rad74oe ines, Neither mdwebomsid ed IIOI.e LBJ, CC 7me W3h 4 L 3) Minima. st'aeg attic laadiagm amoedantx whh IBC Tole 16W.1 h. as brm applied Member; Forces Summary T:t><;o��:Mrm)aro.�ecs�m�mlfaa (ma�mm�fl.aead�t5®�x�d.lrao<) TC I 1,2 Q49 -1.192 Rs 2-3 0.631 -9531m 34 QQ3 A71 Ib BC 4-5 C749 82D lb -385 Dal Sl 0.774 L053 lb- 679Ib VEM 11 ILIQ -341 Rs 3-5 0,174 4" 1, (.Ib) Notes: ` 1) This design is baled-ASCE7-ID. R lIrlhe2017Maide Balding Cod<- dmtedeadle.4 De811,+0U,-I)xDeODLm b� 2)Vet CRendH=CRsmthewtidmdh®tddeflemims dsloli.elmdpha theaeerp mtefd9ee0m ompaed. aeeadmm witli ANSYM L \\\� M. `\T O 3) Ag-uty —i-[ &-&m Cq= IAQ h. bem spoato the plate hdeol mistmee design sdoo . epsf d1y Poe Ttme Mmtd:amep.ANUM 14n sed— 24.1�/�--er \/�•C'i_'"+L/ 4)Listedwind .mine hued. MWIRS Only load'mg /}�C GEN--� i \� / i b5 1 � _ -0 �� 5TA E OF„ ��/illllll NOTICE Aagg ofthi. deign Brian M Bkakly andofthainfmmtim ed f & by the Balding Design Am thv dawmgmdied.—ptmm dp.E eimd mgi—e grzsp—lif Wely fxell, min—P.--i desipp shown. See he coca smm. Fng a 76051 edapWea PP and lhe'hopuamt Taf®eim G 0-1 Noes' PW fee sditimd mi—dim. AD omnshag be exeadnaaed by Sip. Sumg-iie Cempmy, Ise in amudmm with M-27Q. All e—,ew MN M.1p Hw% FL Pieter, fl tat 2D tale. Poe size ie followed b• .' Ir w dcb indium m 18 a'S418' wtd h ideates ■ h' tmsim 18 Southern Truss Companies, Inc.. Truss: C2 Project Name: 1452-A 2590 N. ldn W SOUTHERN gs Highway Truss Designer. dhe TRUSS Fort Pierce, F134951 Daze: 6/2512018 10:1739 AM . � C�.� � COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 Truss Version: 2017.7.1 [Budd 2] Material Database version: 1565 Span Pact] Qty OHL OHR CANTL CAN'T R PIES spacing WGTNEY 17-0-0 5 /12 1 0-0-0 0-0-0 1-" 0-0-0 1 24 in 671bs 1 17-a0 57-2 2�-14 1.0-0 1-0-0 7-0-0 &7_2 B-0-0 9-Q-0 1640 174)-0 5x6\ 1x51 4x5- 3 4 5 12 2 12 �5 5 ,x4 \ i 37Ci \ m x4I 316 3)61 LI TL 3x4- 3x4- I D8i 0 604 a-0-0 84-0 9.0.0 , I 1741-0 Loading General CSI Summary Deflection L1 (roc) Allowed L,,d (pQ Hdg Cade: FBC 2D17/ 7c: 0.53(34) vat CR an in L/795 (9-1) L/180 ICLL : 20 TPI 1-2D14 BC : 0.75 (7-1) Vet LL: 0.06 in 1.1999 (9-1) L / 2A0 TCDL: 7 RcpMkrb—: Yee Wb: 417(4-1) H—ci: 0.03 in 6 BCLL: 0 D.01- 12514 crap Feet., K.-2.0 BCDL: 10 Plm- 08sets(3t]CYAn0 (1:62.1-L%) 2'003D32) (3iLL3-1L7g) (4:043490.) (5.*K3A0J (6.*IA4-)L50.) (70-1;34LO) (5.I00,I-D.O.) Reaction' Summary )7 Tv-e Btg Caobo BC Wdh MdaW Rad Bin Wdh M. Resa Ma C—Ur a M=Wnd UOR Mint Udia Mint Hasa I Pin (YAM 1 gin Cmaa- hb e y 3.00 is 6511b - -282 Ra 6 H Roll (Pill) 1 9 is Cmetae Mesmty 3.00 m 649 N - -282 Ra -282 Rs 49 gs -282 N 01b, MaterialISummary Bracing Summary M SP (ALSC62013) R2 2a3 TC Bnciag Sheefhd. —Ft 3b. 27000 BC SP'(ALSC62013) 122a4 BC Hsa®g Sheathed ar Admr e t 610A Pagn design by Othae. -% VSP (AlSC67DM 1320 Slid. SP W SC62DI3) In 2,4 Loads Summary 1) 7hi. eua hai hm desitgtttdfv the e&ma din to 10 pet V— h d Bee lodpha dad laeds. 2) MLie hue has. hem daipedfar the efforts f indk.&i.-na*nrowithASCEI-10withth.faU—ingwa&fmadinpt 16Dmphti6mmIr FAp—c C.FuRyE ckme4 GvNe/iSp87ding cmP .e II(I-L071O.UBId8Dim 40ax47.33a,h-15rt.Nat Fnd ZmeT—.Neithermd—bomeid=d. DOL- L60, CC Zme RSdth 4 g. 3) hrn®etai[f aIDe Imdagm ee®dsom wvh ]HC 7eHe 160L1 hoc nor h elpliM MemberForces Summary Ta�e;n��ee:h�m. fficsL ffi�d.lraar (maa�e;«aamts®mex�ra�> TC 1-2 0.4R-L15DRn 3-0 0.4/ 4�Ra 56 0.499-9561b. 2-3, Q510 Afi lk 4-5 0.361 -8®Ib BC 67ILM 9191b. (.433 Ra 7-1 0.751 1.0771b vkI. 27I 0.131 -318 Ra 4-7 0.167 4111ix (-82On)I ) Notes: ` 1) This de.ip isI beced m ASCE 7-10 n rtdam:dby the 2D17F1mde Baadng Code. 2)Vet CRmdH=CRm the.edicel mdha®td ddemims die wl.ekdpbe the m-pc®pmmt ddfim dnted®dk-A --P-dn Dea LL+(K¢-I)ZDeDPLia \�\ "••uC �/ mmdmm wi1h ANS]/1PI L A� 3) Agddy emt.ol feetaq Cq- LM hn bem eyiiedm the pram blml =Wnee design .aha n specfie dbythe T u Mmdee�e mANSI(M 1.7m2 Swim 142 4)Provide-d-dam w-Pe.mt Fmdmg 5)Ilmdwbdtoifl.eersms bnedm M%T-M0.lylaedng P 51 \% / — 1 1 -O STA OF / S- /CIVAL NOTICE Amp/ dthi, design eha be famirhd m the easam embed.. 7be dnigo dibis iatiddd tttm is bndm deign etnma mdnq&—ts eupiidla- the T s Mmt&mser adrelin tam me --T Brian M Blealciy and oat;iefiness dth. h&—tim ea bath by the HildmgDesisn-A seal m this dining mdvw —In.. dp (.siaad main--®g.espmn'tility --rely forth- min ampmmt dsiP sha Sin me oo er STee rag/ 7�51 page and the "f¢putmt haasmtim G Gmed Naas-PV3%fa addti®d'mtmmtim. AR emnemacAl ha be mmdewdby Simrem S�g-Le Cmpmy. Ina m emmdmm nib MZM. All —em, 259D N Kings Hoy; FL Pieme, F139951 eta ue 20 inlen de svx u teIDoadbr a "-76' whieh mdates m 1g ."So IV wbkh md- • tee im IB I Truss: C3G Southern Truss Companies, Inc. Name: 1as2-A - Project2590 N. SOUTHERN tangs �� Tnrss Designer. dhc TRUSS Fort Pierce, F134951 Date: 625/2019 10:17.40 AM ComllontTSohrtionsrM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 oft Tnlss Messina 20'17.7.1 1Build 21 Material Database version: 1565 • $paa pitch Qty OHL OHR CAVIL CANTR PILES Spacing WGT/PLY 18-0-0 5 /12 1 0-M 0-0-0 1-0-0 1-0-0 1 12 in 7316s 1643-0 i 6-0-0 6410 6.0-0 124)-0 I 16-0-0 I I 4,6/ &6- 12 2 3 12 15 6r- I WoT 4x5I 1 4x51 T 5 3 4- 3 4- 1x4, CJ J6 J6 ® CJ6 J6 0-0-0 0-0-0 1-0-0 5-0-0 6-0-0 5-0-0 1-0-0 Ci-O-0 1243-0 17-0-0 16-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Ind 1 (1-0 194code: FBC 2D17/ 7c: 0.53(2.3) vat CR. 02in L/867 (5-6) n 7*.: 37 7PI1M14 BC: Q67" Krt LL: Win L1999 (5.6) L/180 L/24D TCDL: 7 Repldor1.—: No Wh: a17R7) Cent/OHM Oia UP 2L/999 0-1) cent/OHI2.: Den 2L/0 2L/7M SL/0 CIL B: 0 D.O.L: l25% BCDL : l0 Hoa M 0.06 in 4 Plm O&ds0 tJLYAngr (M-M-990.) 24D.3422) (3.1.12,3$Q) (4:4a,lA1A) 0:1-D}$9Q) (4OA1-1ZQ) k73A3-$Q) Reaction Summary Jr ]lee Ilg Combo BM Wdth Md W 1W ft VAdtb Mmr Rest M. Gen-UPM Mane WndW Ma UdiB MQHma I Pia (R60)1 1 8 m C—ad. M-W 3.m i. gn Ba - .507 Res 4 H R.G (MW I 8 fa Cmad. M.amry 3.00 i. sn Its - -507 Ra .5W Re 18 Res -507 Re 0I1s MaterialISummary Bracing Summary TC SP �W-';C&M13) SS 2.4 TC �g Shesthed Mi.. a 4-K P.M. dig. ly Othrn. BC Sp �(AL.SC620 3) 62 2d 13C 73..mg S-b ebed a Aden. A 340A Alin deign by Offs . - Vile SF '(AI-SC6-2DLM 63 20 Loads Snmmary I) This tam bo b.m d„iped forth. effects den w 1DIaf baaomebad ba lmdplm dad tad& 2)Md.b..baib>adeigndfath.dF= ofwindI..&in..... amwnhASCE7-10,hhtb-fMawing--ddmedmpt 16Da{hdtimde,SVW-e C.MyFndose4 C.Ud kr.A B ]ding ce y y B (l=1.00)„ o-R B1dgD)im 40 R.47.33 R h -15 0, Nd FadZ.e Tnm, Neither eadweb-.id-d DOL= LM, CC Zme'Mdth 4 L 3) Min®en.t-EF eerie lo.dng i. -.doaa with IBC T.We 1607.1 hn ad b-.gued Lead Case lil: Std Live Load Point T-& bfr-bc Louden Dh..tim L-d Tn'b Wdh TTChd 640 Down 57 Re Bd Chd 600 Mower 38I1n I Tap Chd 60-12 Down 8o )d 24 i. BdChd 6D-12 Dower mDr. ais Tap Chd B4Lan 71 Dob 74m Hd Chd &bu Down 6 Rd 24 m Top Chd 9ower D80I1s 24i. A. Chd 9.114.11a Down 61ht N m \\ \A Tcpchd 11-11-4 Dawn SON 24 in 11-na Dower 6]!e 24io � �y�.,- E .V BdChd 57N \\ V\VCS��\�� Tap Chd 12-H Dower ffi Cbd 12-M D- 38 Be P b51 '` l aT ST, 1 A OF, P:' -'—L_ORID_ XN- I S�ONAL //1!I Ill1 NOTICE Amp)' ofthis design shill be fieniehedb the enxtim emtmdd. The dnise of this mdsidd tttm is has dan design evtm. mdmgme®n sugiidbp the hus Men and ]ies.qm the er q deign Sm Brian M BkO14 76 mdaam)idm . of the m[z�im set fotPo ly the Bd7dmgIksignecA.d m ihv dowiagiodmc .oayXma of prof simd mgmce®grolmn'hliry wldJ for the auas campmmt ahowa. ibe.o.Q Strm Iag 6 7HI51 prge mdthe Rmpoitmt Info®etim g Gmeml Ndn' (ate fv.diumd mfa®sem AR monmapWe .h.R be rrsm.demsd by Sim(am Samg-Tie Compm9, ter. m .madmen witl FSR-M. All omaeda 2590 xM g' Hwy Ft. Pisa, fl 34951 me 20 mleu the d ' sia is &D-edW .)r whirl k der en 18 , d •S61g• which bai .hiAhij& teasim 18 Southern Truss Companies, Inc. Truss: C3G Project Name: 1452-A SOUTHERN 2590 N. legs Highway Thus Des4aer. dho ' Fort Pierce, F134951 Date: 6/25/2018 10:17.40 AM 2 CD]�onl t sohrtionsTM C.CiMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: o£2 Taus Version 2017.7.1 [Build 21 Macy al Database version: 1565 Spo Pitch Qty OHL OHR CANTL CANTR PLIES Sparing WGT/PLY 18-0-0 5 /12 1 0-0-0 0-0-0 I-M 1-0-0 1 12 in 73 Is Load Case Dl: Std Dead Lead Point Loads Memher I.aatim M crim Lad Tnb Vab Tcpchd 600 Down 171be Bat Chd 6-0-0 Dawa 63 as Top Chd 60-12 D311. 24in Po Chd 60-12 ` own Down 42Iw 24 is Topchd B-0-12. Dews 31N 24i. Bet Clad Ban Down 42N 24m Tap Chd 9-113 Down 31 N 24 in Bat Chd 9-114 Down 421hv 24 in Top Chd 11-B3 owa D311te 24m Bu Chd 11-11d ews D42 N 24 in Top Chd 124)0 D.C. 171Fo Bat Chd 12-00 Dawn a ma Member Forces Summary Table in&aalez:1.4maberID, CSL x3i.1faal (E= —P� laaaa if &ffmt6umd.1f0aaa) TC 1-2 0497 23191h;-2.0131t1 23 0.535 2.198 as (-I'm R. 3-0 0.499 23141b - 041 Ba _ BC 4-5 0.645 .20%lb— s 5.7 QE68 0981. 7-1 0.6£�-11091W 1W-14 (99.1t) 3-5 0.165 406N (-0 Tb -- Truss -to -tress Connections Summary ID Caai dTime Cue' gTns. Caving Anale Trl C36 C30 680 772 36 C3G &0-12 45 d'S 90 deg I.12 ]6 C30 60-12 Tf2 J6 C30 9-114 90 deg 90 deg T72 J6 C30 ]l-B4 TTl CJ6 MG 12-00 90 deg 135 deg Notes: 1) This desip ie based m ASCE 7.10. idneaed 16 the 2D17 FW& Bu0&ng Cade. 2)Vert CRadH=CR— the -dual ad hoi—tal de0eetime&.toB.elead ph- the arepcmpm=I ddflerbm don to d d lad, empam as DelLL+(K¢-1):DeODLa. eaca b—a with ANSUIPJ L 3) Aq bay c®tml foeq Cq- LK has hem applied w the plate Iataol Waist.. d cigo values as spai6dly the Time Maiden.. mANSYM 1.302 Section 2.4.1 4) Pm id: -4— dnmsge w peat pond-& 5) List d i dvplifl nsc6ons heed m MW M onh• heed 9- I I i . I -�B� l - l - 0 �\ STA E OF., �'0 �� A� ORI�, � \ "-"CNAL NOTICE A.pp kb dmiga eban be 6eaishdw the cacti. emtr tq The desip dthn i dwiAnl has is )rod m dip c iva ad,.*—t. a,Toidby the T— MatdCescadmiie gm nc� secasry adotmplel.et tithe infmamtim set fah by the HO&nBDesippenAeelmthia dewmBmdime rapmm dp.5msimal agmerffiBirspme3laysaiely fathcnrm empm.tdeigt show.. 5. the rover Brun M Blealrly SwaF g171ffi1 paw ad the Rivpietmt 7nfm>mtim Gmml Noes' ptg fa editimel iafmtntim. AB aoaeetapWa eheB is r®� msd by S'vnpam SomgLe Cm1ar. Ina in s.ada. with ESR-Va . AB . .aar 2W NKinge Hwy; FL Pi-- F1 34951 me 2D nilece the ed me eia is CuIlowedhr •'-]g' atieh mdie,nn a IS a'SA 18` which mdrffies a taeim 18 i Southern Truss Companies, Inc. Truss: Ll 2590 N. kings Highway Pmjea Name: 1452-A Tnms Designer. dhc t SOUTHERN TRUSS Fort Pierce, F134951 Date: 6R5/2018 I0:17:41 AM Compontut Sohlnons— COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: 1 oil Tn1ss Vezzim 2017.7.1 [Build 21 Mateeial Database version: 1565 span Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGT/PLY 12-0-0 5 /12 2 0-0-0 0-0-0 1-" 14)-0 1 24 in 451bs 12�0 6A-0 6.0.0 N-u 12-0-0 4x5- 2 12 12 I YxiOl.��.�_- 2x14 1 3x4 - 31di 1 3ffi � 1 . T 4 1x4j I 08-0 0.0-0 5.0.0 Loading General CSI Summary Deflection L/ (loc) Allowed L®d (PO BB4 Cad:: FBC 2D177 TTC : a58 R 3) W¢t ck a09 m L / 999 (4.1) IN1-2D14 BC: 0.43(4-1) Ymt LT-- 0.04m L/999 (4-1) L / 18R L/240 TM: 20 TCDL: 7 Rep hShrlotau.e: Y. 19b: 0.11R-4) Hoa CR a01m 3 BCIL: i 0 DAL: 125% Q pFidor,K-20 BCDL: 10 _Plena Odaeu (T tR.Y.Ana M&2,1 u u) (-0k3 3.0 (3'6-11-L90-) (4Aa34190.) - Reaction:Summary 1T Tit= t3gt Ccmbo B. Wdh Mmmd Ibd BaWdh MneRmd Ant cmvlloli8 Ma Wndllpli0 469 Ro 199 Re Mac Uddt Me37 Be 199Im 3711s 1 Pm (9�QM I 1 8 m C. Mmmty 3.OD m 3 H Roll (PLI� I 8 in C.M—M 3.00 m 4®Ra - -193Im -19911a On.. Material Summary Bracing Summary 7C SP (ALSM2013) 62 24 TC B-inB Sh wb d a Pcd'm. et &K P d daipa by Otbm. Bc ]kc r, Shmtbd a Palma m 74iQ Patio d;sigi b3.Othem. Bc SP (ALSC62013) 022c4 11F]n SP W.SC62012) 93 2a4 Loads Summary 1) Thi. man bm1bem deipd for the e8eda de to 10 pe1m® cbmd lie loedpbn dmd lamb. 8 dt�u. Ihu buns hm,been des' alf the e8'am dwindlaed in nmmdeam withA5CE7•lO wiO the hllowm merddmedin 1W C.Fd1yFndmed G-Neffs Hildngcdep7q•n(1= 1.0% OumR BldgM. 40 dx47.33 R h 1514Not Fad TmeT—, Neithereodwebcmaid-iDM- 1W, CC Zmu With 4R 3) )fm®m nU,,� atria Imdngia ammdmae with IBC 7hhie 16W.1 ben na leeo .{{tide I Member Forces Summary T:ae ndmn:M�1D. amen mm�dlrma (mn e� �neird�es®,na.A.t�ae) 7C 11' Q57/ 4112Re 2-3 0.5T7 •812>m 332 3i a434 711 T. -5� Im 4-1 0.434 7I1 it .501m PF1a 2-4I 0.106 262 R. (33Im) Notes: 1) W. d..i. iahmd' based m ASCE 7-10 m ncmedby the a)17F7mda B 7dmg Code m t 2)um CRmdIi=CRm: the wtied mdb�mtd dlW= de m liue tadphs the meepc®pmmtcMfl—;m de tod ilmd—pam m Deg L1,+ Ta-A:IkR -PL. .cadmm �th ANSI7rPf L 3) Agality trot fr14 Cq. 1.00. bn been q0M m the plate hdml mistmx design ve1Rs m spaei5e3igthe I)tm MmdrtuepeANS[Bl ]-2002 Semen 2l2 4) L.W,,md i m.rbma lead m bdWF'RS Only lodmg \ ��-�- \GENS�.\��% i P 951 �- ' -0 STaA E OF � '� • C_O_RIDP' �� ///S��ONAL ��G\\�\ !r \0 N077CEAmg dthia daigt ahaR)e f®iabedm the eamm rmtractm'!be d deha mdtidml teas is ward m daiga edtma md>u u ngliedly the Tnna Mmdam.a mdrtlie upa the aeenaey mdeom�etm dthe mlamtim as futb by the AAMl gDai f mA nd m thin dawmg mdrmm araptmm depot aimd m�eedaBreslmu9.1jej eddy fen the trm. emgmmt dsi� aboaa Sx the roue $� 1y1, BkakIy gvo¢ �g 0 7Wf1 1ng mdthe 9mpaimt Iafametim a Gmeml Nmea" pyF fa ditimd iofo®tim. An—,aapletes dull be ®daehampby S-ae Snmg-Le Cwpeny.lne m .—dmm wWESR2762. An —emm 25MN Kmg Hw7t FL Pine, F13195 me 20 , aolma the specificd1im eiae is followed W . "-18" which 'mdme m ]8 a'SO 14, wtrirb mdmtes . bi tmsim IB Truss: L20 14elia Southern Truss Companies, Inc. "'[er SOUTHERN 2590 N. kings Highway Project Name: 1452-A Truss Deign dbc TRUSS Fort Pimw, F134951 Date: 6/25/2018 10:17:41 AM - Component sohltionsrM COMPPAN ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pages 1 of2 Truss Version: 2017.7.1 [Build 2] Material Database version: 1565 Span! Pilch Qty OHL OHR CANTL CANTR P11ES Spacing WGT/PLY 12-M 5 /12 1 0-0-0 0-M 1-0-0 1-0-0 1 12 in 511bs 12-M 4-0.0 44)-0 4-0-0 4Z-0 B-0-0 I 12-0-0 4x5 - 41E - 2 3 12 12 T —IS 5r 2x1o1 2x101 i� 3x4- 3x4- -- I 1 1 T 5 3x4 - 1x4 j i C.14 J4 ® CJ4 J4 it . 0." 04-0 4 0-0 g-0.0 34W 1-0-0 11.0-0 12-0-0 1-0-0 4-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Imd (fit) 3dgCode : FBC 2017/ TC: 040 (3-4) VGt CFC 0.04 in L 1999 (56) TPI 1.2D14 BC: 0II (4-5) Vatll.: 002 in L / 999 (56) L / 180 L / 240 TOLL a, TCDL: 7 AepMhrinarase: No V&.- 0.06 p-5) Har CR 001m 4 BCLL: I 0 D.O.L: 115% CRpF.do4Ka-20 BCDL: 1D Phae offsets (Int)4YAn t (1:621 1.9a) 2oo.38a) 0']-D.34S,0) (4421-1 9D.) (5:1-j'_A90) (6:3-& - Reactionl Summary IT Tv. Hac—b. BgWdth Maim.] RWngVh Ma P—d MaOm•1lold Ma udi M. um�t I pm I 8 m Cmacte Masmty I m 36D lbs 4 H Rdl (VIP I 8 in Cma I. Mssmry 3.0D m 361 @e 7781� -7781hs Olt° MateriallSummary Bracing Summary e4 TC Bo®g Sheaed aAdme d 63A Am d&sip b5• Olhm. TC SP (AISC6-2DM @ ith ECBoeing SheahedaPudme .L&KPtdindaigaby O&=. BC SP (ALSC6�M 622c4 Vkba SP �(AL4C62DM d32x4 Loads Summary 1) Thi. tons hob= dnipedfa the effete de m 10 p<f bmmehod Iiw hvdphn &,dhx&. C. F EndowQ 2)Thu um hei brm daignedfathe e6am dwind hodsmeocadmm ui1h ASCE/-]O wid the laBwvmgmerdeed mpt ]®aopb tdt�+te. F��mae u0Y G.H.W% Bmldng Cdegxl• B (1-1.00% 0-1134gDi® 40 a x 47.33 a, h - 15k Na Fnd7me T—. Neirha mdwab om.ideted DOL- LODa CC Zme With 48 3) Mvimmetorag eme lowing m .oadmm with IBC'GHe 187L1 beer na beer .Hiid Load Case Ish Std live I.oad Pciat loads Member Lavtim Dheetim I.md Tetb PSdth Thp ower Chd 4" D201m Bd Chd 4-00 UP 1511n T.PChd 4h12 Dower 42m 24m Ba Chd 440-12 DP 2Im 14 in 1l 1 I 1 1 421 Top Chd 64112 Dower P. Min \ / 01// _ Ba Chd 60-12 UP 2 Ds own 24 m 'kpCbd 1 7-I1.4 D42 an 24m Bat Chd Up 21b. 24 in \\0 Top Chd 00 Down 201m &" Bs cha (4oa UP u lm i �1C. Load Case DI 1: Std Dead Load \� / / P b51 i Poffi Loads Mega � Lamtim Dittxtim Lad Tnb Wdh / Tap Chd 1 4" UP Ora BSA Chd 4" Down 411. Tip Chd 40-12 Down 14 a. Min Bot Chd 4b12 Down 2DIm 24m "fl �\ STA OF.� 'fop Chd 6-0.0 Down 141ht 24 is Bd Chd 6*42 Down 2D Ib. 24 in % o `. + .•, _� ThpChd 7-11.4 Down 14N 24 in 7.11.4 Dower 20Im 7Ain / t k, �� L ORI� / Ba Cbd T�PCh0lm Bot Chd 80-0 Down 4Ik /% U v` \\ Member Forces Summary We fi%&wc: Manba m, —CSI. ma. W f&M Q--qr. f «if dffemt 6m �s mdd f ) S��I�IAL TC 121 0396 894 Be 756 n, 2-3 0.397 857 rd 7m a. 134 nAM Mike 4581k NOTICE Aoopy dthu isiip shall be 6m3sh dto the encdm emmda. The dzisgo dthis mdtidnl hms is bm dm daigt eat d. and egih Is .gpti d by the Ttta. Me adimdb c m&diw qm me .rra.g Brian M. BkaW aadaompletme. dthe m7mmvm set forth by the Buildnglbigoer.A aedmtha �wingmd�naeogtmm dpmfntimd eogmeeriogrealmn3litp.He1)•fathettm uagmmt desrgt .bower See me Dote Shoes Engd7'®51 -Oetdthe enpntmt)of®tim page d: Gmea! Nmy p fa.dhtimd mf�m. All omneetapldes sh.11 be s®dam. dby Sm¢m Sh-S.T. Cm -y, be in .— mce with ESR2m. All ®eaa 2MN Kiag. Hwy, FL Piave. FI tE ere 20 1mku the d .te a• e u follmdb .'-I8' which mdrdn m ]8 a'SI 18' which mdceta . h' tm.im 19 u— dale I Southern Truss Companies, Inc. Truss: L2G ..gg SOUTHERN 2590 N. kings Highway Project Name: 1452-A Truss Designer. dhc TRUSS Fort Pierce, F134951 Date: 625/2018 10:17.42 AM COMPD1161t Sohaions7m 'Truss COMPAT91ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 2 oft Version: 2017.7.1 [Buid 21 Material Debaseveesios 1565 Span PhCh Qty OHL OHR CANTL CANTR PLIES Spacing WGT/PLY 12-0-0 5 /12 1 0-0-0 0-0-0 1-0-0 1-" 1 12 in 511bs BC 45 0.2z -789 56 0.21 M. i 2.6 QOQ. lA I. 3o D.M5 -784 1 0.22-1 -7891 -0 3-5 0.063 154Ibs Truss -to -truss Connections Summary w Ca6ed7tms CettvmRTtms Cmvin■Ofet Trl CA 1.20 4-&0 Anlde 315 deg T72 34 L2G 4412 Tr2 J4 L30 6412 270deg 27D deg Tr 34 L20 7-11-4 Trl CJ4 L22 BO-0 270deg 225 deg Notes: 1) This deriea is lased an ASCE 7-10 as_• --d by the 3117flad& Building Cade. 2)11n CRand Hatt:CRmth,-,deal andhaamml detledims diebIise]wd pbathe—,pnttnpmmt ofd:0eeim dm m dad 1aa4 ump*e Deg LL+(11-1)rzDeOlLi, ■—droxwith ANSM L 3) Ae,dm• mtitrol faeuc. Cq- LA has been applied to the plate Imessl saistenee design vshea ss tpe ifadbythe Ttms Mmt&msep.ANSVIF31-202 Seed- 24.2 4) Provide ekgme d�aeg• m P_t Pmdia& 5)Listedwiadl dift raedms lasedm MWEM Only laeda& . i I F � ' P b51 ��; STAEOF.--..��= GRID i NAL1E�G t�\ NONCE Aeepy atthis desigt ahsD br ftmished to the .teed. emmem the hsiga of this mdvidd ems is bvedm sad .. pletmes of the i. an set forth by me HaldngDeaigtmA sol an this dawmgmdeees terx}f■oa aCpmfesiavl mgm gselms37iry solely f¢the ttms ocmpmmt daigo shaaa See the mn:I Bria4 M Bleakly SMxA r g ® 7M51 pqpmdthe'7mpotieat Inf®tim & Gmetel Nates" pW fa ■ddti..1 in im. AU amaed¢piste shsD be ttrmtdemssdby qkp- Samg-7fe Cts my, Ina is emvdmm withISR27R. An omneeor ate 70 ideas the ed s� u fa➢wvad e'•]ff which mdemn m 1g v'S9 tff, aiieh ;name ■ h' tines. 1g 2590N Kmp Hag FL Pieme, fl 34957 4 souiu` ' Con>ponefft /4 SolutionsT TRUSS COMPANIES Truss Version: 2017.7.1 [Build 21 Material Database version: 1565 Span Pitch Qty 7.6 10 5 /12 12 Southern Truss Companies, Inc. 2590 N. Icings Highway Fort Pierce, F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax OHL OHR CANT L CANT R PLIES 0-0-0 0-0-0 140-0 0-0-0 1 4-0 &2-0 T� 0 7-6.0 ,2 5F- 5 ,x5 I 4 043-0 0-M 14-0 6-2-0 r 140 + F 7-0.0 Loading General CSI Summary Deflection L/ (loc) Allowed L®d 6.0 Blg C t : FBC M17/ TC : aT (2-3) MR tm 0.13 ie L / Sal (4-5) L / ]m TCLL : 20 TPI 1-M14 BC: 0.49 (il) %%1 U 004 m L / 999 (4-5) L / 240 TCDL: 7 Rep M8rleause: Yea Rbb: 0.31 R-5) C-t/OH M 012ie UP 2L/2r11 (1-1) 2L/ND BC1.S.: 0 DAL : 125 % Cant / OH LL• OLT in UP 2L / 495 (1-1) 2L / U0 Truss: J7 Project Name: 1452-A Truss Designer. dhe Date: 6/25/2019 10:17.42 AM Page: 1 of 1 Reaction Summary JJ Tise &p Caesba Hx VM& Mstmal RgdBrx Wdth M. P-4 M. Gm. Upbft Ma Wed Uplia maup a mn Hed 5 Pi. (vim. I gin Cade Msaanty 3.00 in 345 ➢a - -ICU lb. -108 Re ZA f 4 H Reg(Isuv) 1 L5 in - 3.00i. 112 n. - - - - 3HRdl(,;) I L5 in - imm I69N - -1511b .151 lb, 0ib MateriallSummary Bracing Summary TC SPA(ALSMMU) 822x4 TC]3udn1; SheahedmPuelinsat6-M Pudi designba•Othm. BC SPI(AISC6-M13) 922c4 BCHsmg ShemhedaPud'meu 104VO,Pulin desi�by Othm. vku SP VISC6.20M 432r4 Loads Summary 1) Tbb Leas bm been de igtd fatbe effem due t.10 pdka—had lie I..dples dad lode. 2) Tbie truss hei beende. p.d fa the effces dwiad imda m a.-dmtt withASCEl-10 wdth the following user defied mpte 160 =Fb ddwde, Etpuu. C, Ftdly Endued, GENl'Esp Ba, ngCetegryII0=LW),O.euD]3dgDhm40dx47.33ah-15kNatradlmeTt ,N.nherendweb®sid,d DOL=L®,CC7meVah49. 3) Tf imm stung att6 lending in .madmen w•ilh IBC T.N. 1037.1 hen nd b— epphd MemberjForces Summary T.Hebffic l M—berM.—CA--,,If--ev f—ifdtf--tf-- f--) Spacing wGT/PLY 24 in 22 lbs VIA. 12.5 0196 61711n (-3&VLQ)l I r Truss -to -truss Connections Summary M C-iid Tssm C %i.RTtus Camma0&d And. p - TT6 n AM 1AWL 156u �� \\\�\\\\A M pC,////�j/ M , n AWL rW12• TT6 27 A83L D&12 270deg T76 37 A83L 21-00 27D deg TTT6 n7 A83L 2ASOL 244.544 2=20 deg d TT6 37 ARM 26-54 270 deg / T76 37 ASM 28-54 270 deg j l TT6 37 ABM 3454 ' 2a1 deg TT6 37ASOL 32.54 z70 deg �r M J7 AWL 34i4 2M deg Z STAIEOF� , r Notes: '`�r� I)Thia design,a bud-ASCE7-lOn>ef emedbythe2D17Fl ide B.V gCede / O 1 �\ �( 2)Vat CRmd Hon CRae lh—d..l andh.6smtd&A9 "a duetol'etlaedphnthemep=pm-tdd:aeetimdnetode.dk.4-pmednDe9LL+o:s-nxDdIDLm G [O ..ma-.e w;m pAl V L 3) Agnlig• txati Enq Cq=1.03, hn be-.afid tt the pale Weed —istmm dings wA- n .peo5d by the Tteea Masedo —perANSY M 1-2n S.c im 242 �/pNAL � `\\ \\\\ 4) 7tuasat•btea 9 -n..6m is f� g.ph;ut intapn>eti— -]g Ahmga Qa6er.tnennt anmmm .h.0 1. pmid=a m seaisf th. sm.amm ma y:id.htwn in m. Reaei- S�x 5)L"wtdwindtyga seasams bad-MWFRS Only lmdeg /,1 NOTICE A.op3, of this daige ebaB be fimvhd tothe en m c-rteea. The dsigr o(thu ioditidal ums u laden d:sigs etiteas mdrtQmementa sypiialbythc Tssxs Mmu6saoer mdrelin upm me amruT Brian M Bleakly -a ewe mesa dthe infe®ti_ .d forth by the FiildmgDes g ¢A.el m this da ing ndmes errsptmoe dp des mal engine®gteapnshliV adds f the bun emlmeat d e shown. See me.o c stag past P 7®51 peg: mdthe i�atmt 951 bsf®6- C Gm.W Ndn" peg f adid-4 mfmta+om. All —elm plstea 60 be tamtdsandby Si - SEmg-5e Ct�S. Ine in —, mce with"M-2762. An ®Hats 2550 N XiPAX -- _ _ _ ..,. _. ,,, _.__ .__ Rues; F131 N Southern Truss Companies, Inc. Truss: J7A SOUTHERN 2590 N. kings Highway Pmjea Name: 1452-A Truss Designer. t$c TRUSS Fort Pierce, F134951 Date: 6/25/2018 10:17.43 AM • componentihSohrtioDstM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 Tus Version: 2017.7.1 [Build 21 Material Database version 1565 Sp- Pitch Qty OHL OHR CANT CANTR PLIES Spacing WGT/PLY 6-6-0 5 /12 3 0-0-0 0-0-0 0-0-0 0-041 1 24 in 22Is 66-0 660 SA-0 — 2 12 5� A t3� 3x3 / 1 T 3 ABGL 0-0-0 Oho 6G-0 66-0 Loading General CSI Summary Deflection U (loc) Allowed Lmd (F-0 Hsg Cells : FBC 20171 TC : 0.77 (12) Mt CR Q23 in L / 256 (3-1) 7CLL: 20 TPI I-2D14 BC: 0.56(3-1) Yat LL: Q08 in L/W o-n L 1180 L/240 7CDL: 7 Rep).ftbc .: Yes g1Fb: 000(1) H.n:CR: Q06i 2 s BCI.L : 0 D.01- : 125 % Creep Fader, Rer 20 BCDL: 10 Phu. Offu R tXY.Anpk (I:K4-49Q) Reaction (Summary Tr WM ft C®la Ba 111dh W.Auw Rdau Wdh Max Reece M.0—upe Mn%dl7ehfi Max 1W Max Hai. 1 Fin (,L ] 8 i Cmerde 14, 10D i 10 Rea - 6711, .6711n 21111, 0lls 3 H R.0 (Isai) 1 15 in - 1m i 116 Ra - - IH Rdl (hmi) 1 L5 in - 100 in 178 Ra - -149 Ra - -149 Re 0 Rs Material Summary Bracing Summary TC SP (ALSC6-2013) 02 2W TC &ecn6 Sheethd erAmia m 634 Psaiia design b�• Othea. ' BC SP (AL SC&20 3j 02 2A BC Burring M.hd a Mi.. d 1004 Pndm digs by Othen. 91hm Slider SP W.SC62013) 022W Loads Summary 1)Thi. tssm hub— desipulfer the effcb ds m ID pefb*—.b d live Ind ph. dead lads. 2) This tress hes,h d 'god for the e&eb dwindla& in eeooshna wishASCE7.10 wish ib fN.ving mer ddmd np - IW m;h Wr®se, E>pasne C, FuRyr cleeed GaWmarip Hadmg Ca mB(I-L00).O=ZB*Di=40Ex47.33Rh-IS4Nd E.d2meT—.Nehhermdwebemeided DOL-L60.CCZane Wsdd4!L 3) Mnimm stueI ge attic Imdns i ammdmc wish IBC Tithe 1(d7.1 h. nd hem qod Member Forces Summary UN. rode e : Meal. ID. CSL mex e64fas. (,mx mmpc fac. if dffemt five ®s sail fix-) M 1-2 i a--191 lb. BC 3.1 Q556 -313 Rn _ VkI. I Truss -to -truss Connections Summary ID Cnid T.aa C—iei'aas Caminao&et Awl. T75 37A AM 7d12 2M 1 L7 M T7A ABSI 96R Zia deg—�_.�,q� Notes: i-�G�NS��-/�i \�� I) Thda dzi®s is iaadm ASCE 7-lon sefcesc I by lh. 2017 Fluid. A ld -S Cep 2)vertCRmdH=CRae the vertical mdhcdmtil de0ctima do m lice lad pie the pc.pmmt 0fd8mim do: to deadk.4—Tmul DeLLL+(Ker-1)zDeffDLm P b5 aaashn with ANST/IPf L _ f 3) Aq.Rry cmh91 faeto4 Cq= I.OQ hn hem appiid m the plate Ldeal tesistma dsgn wins u speeifid by the Tssas MmsGetaeperANMrM 1-20M Sedim 142 ( .� 4)Tam.4o-usm si nectioa n for guoieil iate>p.0 im u* Ahmger a ocher b t al �etim ahaB hposidndatuiRfhe>®ssaeCm mdopliQ ahavn in the Reamim f — S�Y _ I S) Lied wind spiifl seaetime 6ssdm MWF75 Only ]adage -4 STA E OF, /f -O �4 01C NOTICE AmpY d this desigt loll M Bmichd to the aedim cmtoet. The desige d this idsidnl ltaa is mad an design chin6 mdxe*s t' sUpF ied"c The. Mmtdimsesul mlin RM the —cy Brim M. Bkakly n mdmmpld —flheinfmstim adfdh by the H.7dmg Desigeer.Aseilmthu dawigid'emes .capmadpuf sees]mgioeetingregmu'L1ry'curdy fathe]seer eavymmt dip shown. Sic the eae Bp,gEg076351 (i page and the 9vWutmt In 8: General Nae4-page fer ad56mil im. All --pleas shell be madly Siam Somg-Ee Ca.;—Y. be i. eeudma wish ESR.27R. All amnect. 2590 N Rigs Hw% FL Pic m. Fl tes ere 20 ptm sates. the qeifiul platebe is fe I—d h,.' Ifr which ideates m 18 up plet, er*SO Ir. et deh idabs a high teak. 18 i Truss: J6 Southern Truss Companies, Inc. _ 2590 N. kings Highway Project Name: 1452-A TnLss Designer. dbc SOUTHERN TRUSS Fort Pierce, F134951 Date: 6/25/2018 10:17.43 AM 1 1 Component Solt>bonsr4H COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page of Truss Version: 2017.7.1 [Bmld 2] Material Data6se version: 1565 SpW, Pitch QLY OHL OHR CANTL CANTR PLIES Spacing WGT/PLY 6-0-0 5 /12 10 0-0-0 0-0-0 1 0-0 0-0-0 1 24 in Is lhs 6-0-0 1-40 48-0 F- 1-4-0 6$O i 3 12 Sr d I N +�� 1 T I 4 5 1x5 1 FU337 I I 0.0-0 0.0-0 1ao 44-0 +40 6-0-0 Loading General CSI Summary Deflection Ll (loc) Allowed U.d (pQ HcIg Code : FBC 2017/ 7C : a46 (2-3) Vat Clh a04 m L 11999 (4-5) TM: 2D TPI 1-2014 BC: 0.32(5.1) V tU, Q01m L/999 (4-3) L / 180 L/240 7CDL: 7 Rep Mlrinc-c Ya VFW., Q16(2-5) Caatl OH TL- Q05m 2L/505 0-1) D.OY: 125% Cent/OH LL: am i. 3L/999 0-D 2L/M 2LILM BOIL: 0 BCDL: 10 H-CR am in 3 Pbde OBmts(JtxYA.0 (13.14,2-30.) (1,0- 1990.) (5'I-I3d.90) _ Reaction Summary JT rite Bm Canbo $R Vrdh Mddd RadBrR Wdth MazAaa M.Gav llolia Ma Vaedupu M.1W Ma He,:, 5 Pi.(Vd8)I 1 8ts Cmaete Mamty 3.Wk 292I1s - Al lm A11be 213 Ifs 4 HRo8 (hms) 1 L5 in - 3. OD m gzlba - 3HRoll(!)teie) 1 LSm - 3M i. 17611a - -116 Re -116 Rs oft MateriallSummary Bracing Summary by01h- TC 9P,W-%C&MM m 2N TC Bmang Shmhrd ar Mi. a 6-3A Palm chip BC SPI(AISC6-20M 92 N4 BC B-i s: Shathd or Ptdine 1D0-0, Patin dsi@, 1p• Othen. ubte SPjW.SC&WM N32a4 Loads Summary 7) hir toss h hm dai�ea fa tee reeds me to to psrtonao cbadHw k dpi. aaa lmar. Z)lbis tam has bem daigndfor The effras ofamdlcedt in oma3nm: aithASCE7-10 with the fo8w•mg madermdmpm 16DmphdfiMde,Ep—C.FAYFae1me4 piyr, ip Baldmg Cate(•II(1-1.00/.Owati BWgDi=40Bs47.334h-l5RNa Fad2meTruu, Neitherendwbemsids,d D0L-16D,CC2me Width4fL 3) M'mimrm atrtng am. ]m3ng m sand®- with MC T.W. 1637.1 hn na b- y id Member'Forces Summary T.Nc Mcdes:M®bam.»aCSLe---lf-6(---Fe fwe ifdliOmt s- csa.l fmm) Tc 11 4191 -7831m 2a 0.4% .105Im HC FS Qffi4 0Re Sl Q318 2231m f4glbd Va. 2-5 0.L% 491 Its (271=) Truss -to -truss Connections Summary toI C 'd Trine C -i.RTtme CmViwoffi Antde `n ///�/ I12 16 C30 80.12 9D deg T12 J6 C30 9-11-4 90 deg \�\\\ \� Iv1 B/ L � _ TT2 J6 C30 11-114 90deg TT6 BIG if, 2Aaeg TIB J6 BW 8-0-12 =&g 716 I J6 BEG ID0-12 270 deg Tr6 J6 B40 1144 27Ddeg T76 36 BEG 153.4 Notes: T 1)1bi,s� the z7Fl6h BmNmg Cur A wt ®ds mdeedlu-pled- nmu+pea-1) zDeB DImbsdhldbthe —t otdBasm a.oadmee �m rrlslrrn L STA E OF , i �' / <CI 3) Atptd'ay tml fiag Cv hu been appbdm the claim vales ae specified by W iTime Maixt the rpaANce ead 1-YIDJ gestic The M to �e ma taetim mdRpliB .hewn m the Raa;d / \ /C \ A eeg w dhem pmrided ae;et 4) 7imHotxim emneetim ie for gaphi®I m,apeatim mlg Ah®ga a oPoa ent�t emaram shall r ff I ORi 5) listmd naatims beseddm MWM 0*Ioedmg NOTICE AmpY dmu daitm eb.E 6e fmwhdto the eaetim t b== The chip of this mdtidul ttme a merdm design edtma andta .0 ztq idby the Ttme Mmnfamaer edr lies rpm Poe eetuuy Brian M BI-W and mRpletmeee of the mf®tim set fmh ti)• the Ba7&ngDcdp=.A ad m tbie dsaing mdiwa omeptmts of pdasimd eagme®gtapm 31iry 201 fa the tom ompnmt desi� abowa. Bee theme Stan! E61 og/ 73 a pale mdW. �poitmt mt®ntim & G-1Ne " psg fa a Hliand inf®dm All omsecwpla nebA be —fi h d by qh p- ShmgLe C.V.Y, he in eaad—with ESR2762. All —etWr 2590 N Kmge an FL Pie- F1 me 20 cress the ptcj&d rbftsi. is fa d by .' 19' whieh mdi ® 39 a'SN 16', aLi h mdema a hiPh find. 19 Southern Truss Companies, Inc. Truss: J58 . • � SOUTHERN 2590 N. longs Highway Project Name: 1452-A Truss Designer. dtc THUSS Fort Pierce, Fl 34951 Date: 6/25/2018 10:17-.44 AM _ ComponentssLmonsu4 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 Truss Tr Version: 2617.7.1 [Btnld 21 Material Database version: 1565 Spy Pitnh Qty OHL OHR CANT L CANTR PLIES spacing WGT/PLY 5-8.0 5 /12 2 0-0-0 0-0,-0 1-0-0 0-0-0 1 24 in 201bs i 5-e-o 4-4-a 1.553I 3 12 5� 2X6 - 1I ,. T 4 1 I.sx31 fly 4-4-e Loading General CSI Summary Deflection L/ (loc) Allowed Load CRC Bldg Cade : FBC 2017/ TC : 0.38 a-3) rat Cft am ie L / 999 (45) TOLL: 20 WI1-Nl4 19C: RV(5-1) Vat IL: Oin L/999 (4-5) L / 180 L1240 TCDL: 7 Aep Mhrinaeae; Ye Vhb: a14 R-A Cent/OH TL• a01m 2L/640 (1-1) 2L/120 CLL B: 0 D.O.L: w% Curt/OHI3.: a0ii. 2L/999 (1-0 21./DO BCDL: 10 Haack Om Pl a OBseuVat)(•Y'Ax0- 03]4.2-3 a) (100,3.99a) (31-12,4$9a) (4:1-113$9a) (5:1.2- 4,9a) 1 Reaction Summary IT T4rol Bar EMraE Brp Vddth ).Wail IWBmWdh Mex Red Mont 0—'Upbfi Ma Wnd Uplift M¢Ua ]der Hadz 5 Fin MP 1 8 m Cade M.—Y 3.00 in ZI4 Ron - .84 N 4 H Roll (SlSR) 1 8 is Cmaete MeamtY 3.00 m 169 V. - 404 Re -B4 Re 217 Re -104 Re - Material Summary Bracing Summary TC 4 (ALSC6-2013) 92 2.4 7C Bracingg Shedhed err Pudha e4 63Q Podin desip by M— BC SP O SC6.MM 62 29 BC $eemg Sheathed wPud n d IGOA Ppdm drip by Oth=. 'AUe SP (ALSC&MM Pi M Loads Summary 1) This tees be. been deeig eed for the eifxu due to 10 pdbodaeehadBse kedple dead lamb. 2)Md, tees hu been deigreedfatbeeffxu afwiadkMsi. amadenm withASCE7-IOwith the fo0awmg mer definediapit Imagh-bh— E�p.—C,F+By Farb GeHed3gt Ha'idmg Cdegq• B g- LWJ 0—D 34Dies 40 a x 47.33 R, h - 15 4 Nel Fad Zme T—, Ncither endwsb e-sidaed DOL-1m, CC Zone WAh 4 0- 3)Min®m=9 attic I.,T uin...d.- with IBC THe 160/.1 hmen hem applied Member Forces Summary T.N. In. =CSL— Wf—,(---F.f—sAff-eetr>—e-'Wf-e) 7C 1-2 a165 -2641b 2-3 0.3-n -101 its 13C 4-s aza 0 Ra S] aMM9 217 n. 45 Rn WI.. 2S a143 451 Re (242Re) 3-4 4074 233 P. (121 Re) Notts: r 1) Tba deign to Mud- ASCE 7-10 as edam 1 tY 1be 2017I•Tadd. B kE- Cndc- 2)VatCRmd Haa CR—thewtid®db®ul&-fl—imsdetofiehmdplmtbeacepmepmmtof&ficctimdmtahedlmdomptcdu D4_L.+rer-1)xrtq_n Sn eemaheae with ANMrM L 3) Agelity ea6a1 fma, Cq-1.00, bars M- appliedm the pion lntaol enietmro deaigo modes a npxifiedby the Tees M®ed at—p.ANSVM J= Section 242 4)I3stadwied�tpBB eactima bmedm MWFRS Oalyla&F, Inc', �-�GENsc�•� �•�- P b510, OF ORI NOTICE Aropy 4dthis design shag be famished to the ecru- emtmel¢ The d:sige of thu in&MLal bw is based m dsip mlme md¢gme®u mpfiMby the Ttes Mmtdacma aM=1iw tq- the eeeaae, Brim M B)ea* and aaoplelmesi pfthe mf®tian ad Sdh by We B 7dm83kmga¢ A seal m this dmwmgindmes rap�m of pafusimsl m�emngmpnn'biny'sdely (¢ �e uec eampmmt design ahevn. Sa the roes StaG Eeg B 7msi andthe thsf®stim d:Gmeal Nda' faaditimal Acndiae. All r-neW ehdl le—.&.0 d S' Sbao Le pege Rnqatm Img Pie >3' >�ir B- C=Y. he m —dmro wiah -Z/62. AB amaesl¢ 259ONRings Hwg Ft Piano, nra 20 eeeless the size is CoOoexd br n --Iff wi,id indmte m )B a'SB ]ff, wfiieh indedea a teasim 19 Southern Truss Companies, Inc. Truss: J5 'SOUTHERN .2590 N. kings highway Project Name: 1452-A Truss Designer. tibc TRUSS Fort Pierce, F134951 Date: 6/25/2018 10:17.45 AM Comp onl t Solutions COMPANIES (800) 232-0509 (772)164-4160 (772) 318-0016 Fax Page: 1 of 1 Truss Version: 2017.7.1 [Build 21 Material Database version: 1565 SP a'a Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WOT/PLY 5-61.0 5 /12 3 0-0-0 0-0-0 1-0-0 0-0-0 1 24 in 1716s 14 o 4-2-0 1 4-0 5-ri0 12 5F- 1x51 4 ' S 1x5 1 G77 Gf7A G77 0-0-0 1� 0 4-2-0 I 1 4 0 5-6-0 Loading General CSI Summary Deflection u (loc) Allowed Lmd (A Hdg Code: FBC 2017/ TC: 0.379-3) an CR O.M in L/999 (45) L/lm TCLL 21 TPI 1.2114 BC:: Q26 (5-1) Vat LL: O m L 1999 (LS) L/ 240 TCDL: 7 RepMbinesesm: Ye Fhb: 0.R. 14-5) cent OR i7. Q04 is 2./639 (1-1) 2L/121 BCIL : 0 D.0.1-: 12S cent / OH LL• QOI in, Up M / 999 (1-1) 2L / 121 I Reaction Summary 7r T6m i Big Comm Bat Wdrh Mimi Pc4Bm Wdb Mac Reed MotGav Uplia Mn Wud Udia Mn uplift Ma Had 5 Pm (R6g) 1 8 in C-1. Mmmry Ion in Z14 ]tot - ffi fls -a5 ft 214 as 4 H Rea rases) 1 1.5m - 3.0) in Ma. - - - - 3 H F.R (I a) 1 L5 m - 3.00 in 1B ns - -1011. -104 an,O R. Material Summary Bracing Summary TC SR: (A3SC6-20M n 2A TC a.®g Shedhd a Pa,1ms a 6-3-0. Pad;n de.iea is ahm. BC SP W--C62 M P2 M BC Be®g Shedh.da Pndms a MIK Psddm de,igo by other,. FbM Si, WSC&2m) 03 M Loads Summary 1) Thi. t ss In. been designedlathe etrma de m i0 p.f bmom.hed li a k dptm desd l.&. 4 This.nm has berm daigndfathe eB a dwind loads in accordance withASCE/- 10 witb the foaming werde5ndnpt 1�a�tdt®m, Fspvzae C. Fnlly Endued GsHrJFigtB 7dngCafeg.pBa-1.0010%wanID§Dims408x47.33f4h-15R.Nat Bndlme Teas.Nithaandw.b-.kd DOL-L81.CC7me Widrh4d 3) hfm®sot stua� eme lmdmg m sma�vm wish 7BC 7iHe 160%1 hn .a tr eppLd Member;,ForcesSummary T.H.rode.,a:M®borM,—Cat—a,dlfaa.,(.=—pe.f—add—tu—=actialfaa) Wt. 12-5 0.144 453Q. (-24r.)l I 1 Truss -too -truss Connections Summary ID I CemdTsm. Czoni gTms Ceaai.gOSsd Ante CC17 TfD 75 7-1Ob 315 deg TrI3 75 cn 1.. 45 dB ��\\\ lVl. BL Notes: �GENSF��'L��i 1)Tbadeeignhb dmASCE7-10 eta—dlyth.2tn7Flada.aad.gcaa 2) %%1 CReadH= CRm WANWML the wxtid snd ho®ul htlmime de m hg lmdpbs the arepeanpmmt.f d'fl seHm do m deedkA empmdee Deft IS.+(E;e• Tj xD.9 IIL . .emdmmw_ , P b5� � 3) Agala-my d fides. Cq-1.M he. b- eppUd m the prom Lee d seainma: design vet. apocM db7 the Tsm. Mm>d ewerpa2m. ANSYIM 1-Smem 2.4.1 4j Tsm.d.ams�.mneetim a for d mt gpdmm map Aheaga adha moranl mmmm aheE M pm id:dm said the s�smedm and gii8 shown i. Poe Rea.tim 5) Lisudwimd.pii8 seamen. b.edm MFr'RS Only laedmg 1 a STTA OFF. i O NDTICE Aoopy of tbis design eha Inc 6-;Ad to the -dw em.ectm The desieo of" in&%idsl taro. is Mad m dnigs aeda mdnxp6saamts sypliedby die Tsms M-find er sndnhes sqm the smaac7 endeonnootmes. athe infi®dm.d forth by the BuMgD..igo-A.mlm this dmiogmdedes e.ee�mmdpofntimalm&cmgmpl '.7hysddy5rtictmw mtpmmtdesignebma.Smtb.— Brim M BIG214 /j Stan Fag 87R61 J page and me ^hvportmt Interim a Csmetd Noes' page for.didaa.l int®dm AB oomedorpleta b.0 be — 6emdby Ssmpm Sbmg-Tm Cs�)•, In. i. sm I on with EER-2762. All ammeter d- - 21®e@I snlw the sa�rddne eta a fdl.wedhv. •-18' widrL mdene: m 1g mug nlee. a •SO Mr. wiia 'mdeetes .Inkh tmsim 18 — date. Zsm N xmgs Hwy FL Piave, FI Truss: BA � �IIl � Inc. Southern Truss Companies, PmjectName: 1452-A ,a17 � 2590 N. longs Highway SOUTHERN Tmss Designer. dhe SS Fort Pierce, Fl 34951 Date: 6/25/2018 10:17.45 AM - Componeait SDLlti0nsl74 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Far Page: 1 of 1 Tmss Version 20173.1 [Build 21 Mate®1 Database version: 1565 Spa1i Pitch Qty OHL OHR CANTL CANER PLIES Spacing WGT/PLY 4-6-0 5112 1 0-0-0 0-0-0 0-0-0 0 0 0 I 1 24 m 161bs i 4S0 4.6.0 4-6-0 12 2 � 5[— m� 310! N i GC1O1 I T 3 CJ7A GO-0 0-0-0 4-" 4" Loading General CSI Summary Deflection Ll (loc) Allowed L-d (.0 Hdg Cade: FW 2DI7/ TC: 0.410.2) vcr Clt C05 in L/812 (3.1) TCLL: 20 TPI 1.2D14 BC: 0.33(3-1) Vat I.L. a01m L/999 (il) L1180 L/240 TCDL: 7 Rep Mhr incense: Ye W3:' °DD(l) Hoa CR: 0.Min 2 BCIL: 0 D.O.L: 125'A Ct PFodar.Kra10 BCDL: 10 1P Pla O6'sas tXY.Ang7 (1:344-L90) Reaction Summary rr IYm By cmdu Bdt wdh Mdcld p4 txyidb M.P.= Ma Gm•tiaU MaWndtlaaia Mu lTpliD Ma Hma Pm (MM I Ili. Cmesde Mnsoaay 3.00 m 167 lb, - .0 I1t 1H RaB (fnrss) 1 LS m - 3.00 m 79 Rs - -21ta A3 N 233 Ib -21. 0 its 2H Rd1(h ie) 1 L5m - 3.0D in 12A lbs - -105 Ra -IDS lb, Ohs Material, Summary Bracing Summary Tc SP. WSC&MB) i2 1,4 TC Hmemg Sheand or Pob s d 63A Pml'm d. ip by Otbm. BC SP, 01SCS20M M2 2s4 BC Bmeing Sheathed aPmims d IDOA PMm dsig by Othem. 19 k Slid, SP (AISC&2013) @ W Loads Summary 1)Thistams h.' Iemdyippdf¢ the easesdinto10pstbeu®abmdB.eloedpl. dmd1.a&. 2) Ibis tams hne bem designed! the dre dwindlox& in Boas I ce with ASCE7-10 with the fallowing ma defmdmptt I6Dt>h td6m9e, Eq%atee C, FUtr Enelmd. Gal.mp 3A rmgCmegry n (I m I.n 0. 4 Bldg Dim 40 D x 4733 $ h -15 $ NaEnd 2me Ttms. Neither and webameidecd DOL- 1.60. CC Zme Width 4 a 3) Mmimm stu g W. loading m nmmdmce with IBC T He IW7.1 hes na trm gpiid Member Forces Summary Wemdmes:M-b.,A m CSLmnx.d.Tfmae,s--ma-adf—) I rc 112. R414 -154 N I I BC 3-1 0.325 ash: 1 1 V.bh Truss-toAruss Connections Summary ID Cmid Ttms Cmwmn Tans Cmwinx O&d And, TTID BA CPA 637 315 deg \\� WA. pC Note: i� b.dm ASCE 7-10 m tdeatssedbpthe 2D17F)d& BagdmggCad- ��GEN8�`\ ��!i l)m;, &,L 2) wed CRmdH=CRam the w6,d mdhwizmtd &fiwims du: m Bin ludplm the raeepamapment dh9¢tim ds m de:dlmd, empmrdu Dell Ii+fez _ I) xDd 171.in \�� i amdmm with ANSVIP! L 3) AQdap am,� fido4 �,= I.00 h.n bem nppl ed m,be pL a h4m1 mismee drip wilco w .peo&dby the Tinge MmtdamcpxAN51/IP! I-M= samm 14.1 _ P b5 4J 7aam4otrau amaeetim ufar graph)ed'mteapMMm ml}AhmgcortWasmeanl mnitim sbnll le po ib;dto-in the» mzim and opli0 shavnm the Rese>im I 1 5) Listedwmd uplie> . i- bed m MWFRS Only loading I _ -O ; STA E OFF ORI NOTICE Aw3- dthis d sigt andl be fmaishd to the em6m emtmdm The desipp dtbis ind vWal ttms is twd m desg aamde nndmgme.,oats a:gpliedby the Ttms hhntd:resc and tics W. the mrunry Brim M Ble2kbr 9 mdtmvpldmas dthe btf'm sd fmh by the BmldingDoiS-A zeal m tbis &.iagindmes nu P=ee dpd®nioinal mpeasm9rz pmdagity adety farffie bins amnpm.9 design sh_ SQ the m.e Stain Fag I76M peg mdthe Rmpadmt ]af®dm & GmeM Nda' peg fin sdhtimnl )infmmtim. All eaanedaxpim shag be by Si=p- ShmgSe C=F=Y. Ins m sacdmm with-ESR-M. AB ®n W. 2990N Kings Hay FY Picr<, .14 am 20 Was the d size is fall—d be n - Ir which indmte, m 18 Q "Sp 19' wbieb mdem abiFh teineim 18 Pup PLM Southern Truss Companies, Inc. Truss: J4 :i 2590 N. tangs K��'✓aY �i� Name: lase -A Truss Designer. dhc SOUTHERNTRUSS Fort Piercca F134951 Date: 6/25/2018 10:17.46 AM - CoIOpOntTruss SobltionsTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fox Page: i of L Tr Version: 2017.7.1 [Build 21 Material Database version: 1565 Span Pitch Qty OHL OHR CANTL C-ANTR PLIES Spacing WGT/PLY 4-0-0 5 /12 11 0-0-0 0-0-0 I-M 0-0-0 I 1 24 in 121bs I 4-0.0 7�-0 + 2.8.0 ,�-0 12 3 5F— ,x4 j 2xS- 5 ,x4 j 0 i D-M Loading General CSI Summary Deflection Ll (loc) Allowed L-d (1sQ Hag Cade: FBC 2017/ 3C: 0.13(Z3) Vat Cit Oin L/M (4-5) TCLL 20 TPI 1-2014 BC: 0.08 (45) Vat IL• O in UP L / 999 (45) L/ISO L 1240 TCDL: 7 RepMbrl.—: Yea var 0.10a-5) Cant/OHTL• 0.01 in 2L/993 (1-1) BCI2.: 0 D.OL: 125% Cant/OHIl Oia 2L 1999 (1-1) 7L/17D M/I21 BCDL: 10 Ham CR: 0k 3 plate mata(WXYJmR} (1314,2-30.) 9:K3-M90) Reaction Summary rr TvaaI 9g Combo Bat Waal Matai.l Ra1Btg Wdth Met Read M.G--Upa Mac WadUulifl Mort U" M. Hour It' 5 Pin (R40)I 1 8 in Cmetae Mmmry• 3.00 in II)11s - -7111n -7111a 1761. Ours 4H Ran(r—) 1 1.5 is - 3.mm 41 - 3HFA(rates) 1 L5m - 3.00m 65N - -671t. -67 Res ORe Material lI Summary Bracing Summary TC Si, (AL.9C6-2013) 42 2.4 TC Bmtmg sheathed ar das at &K Patin desist by Others. BC spt (ASSC6.2013) R2 w BC lhs®g She.tld aN.B...t 1004 Pudm aria, by Others. Was SPt V1-SC- -2DM n Lees Loads Summary A Tbi. these ho been dedgaedfa the effects due to 10 psf bur® ahead Ina k dpi. dxdlmds. 2) This tuna he, been desired fa the effms dwmd loads in stmdance withASCE!-1D with the fallowingma de5nedinput 1W m� titiante, FiPaae C, FvOy ]9u:lmed, G.b1e/F5p Building CdeggB0-1.DD),O nUBldgDimn40az47.33ah-15RNat Fad ZmeTim,Neithaandwebcmaidoed DOL-L60,CCZmt Width4 3) )v5v®m stsi.ge .me lording in .ma&am witb IBC Tolle 16W.1 he nR lsa ep�ied MembenFores Summary f—ifAffmtsam�mdf-ea) TC 1.2 0.)]2 -iE2 ft 2-3 Q133 Sy lla HC 45 Q081 Olb SI 0.081 1761ta -321fa P61. 2.5 0.101 319 ft (-169Ih) Truss -to truss Connections Summary ID Cmid Tura C—i gTtms Curving O&a Ande 1 Tn A � �12 �� Notes: �� ,'�.�GE�`S'�`•`� //�j I)Thi.dxigni.b.sedm ASCE740.a _• - -- 4bj•1be2D17F7aids Hsldng Co& 4 Vat CR-dHm CRtan the tatid and hosi>mtd dc0atims ate to Ina laedptm the seep aaopmmt dddleetim 3e m degdluQ tv.H::ad.s Ded LL+(Res.1) zDef1 DLm \ ` / i (J 5 e -imm ewi6 ANSYM L / \ l 3) A gnitT omcd fsett; Cq= LM ba bem applied m the plate istaal asistenm dsip valor n specified by the Teas Mmtthmmp¢ANSVIPI 1--20n Seetim 242 1 4)•Gm-laden:`omaeetim ssf gaghintmteptetalimmly Abmga a etha.mmnl �m sh.11 be povid:den mist the r—eetim md%M shaven m the Reutim Ss®mg 5)Li.md wiadtpBBte.etim.tmdm MWFRS only ]mting . i \ STA E OF, ` i p-13 J 1 NOITCE Amp• dthv haigu sl.g le fumiahed to the eueaim emtsoam The dui dthia insfisidnl tons is Msed m dsigt mta6 mdmgma®t..gE dby the Tsm. Mmuufirma admlies »jm the --7 Shad M. B]t akCj and om0etme..'dWe inf ratatim sea fmb by the REdingDetigoa. A sd an this daw i g indsWa s—,p . dp fe jeeal mgmeeuing tespzm'h7ity adely fa Wa tame, ompmmt d=6p sh— Sae the nova Strt t Fug d %z1 p W mdtht 9mpi.tmt Iafmmtim & Geneml Noes' psg fa.dfitimd mfa�m. Aa omnaetaplea .hen is �uufeca.ed by Simpm StsmgLe CoHSmT. Ina m emasdmm with ESR-Z/R. AO mmeaa 250 NRinp Hwg FL Piers, 31951 en 20 vanes the ed me sin is followed k•.'-]g' wli L mdiada m 18 a'SO 1S wbivt mdmta ■ tmdm 16 Southern Truss Companies, Inc. Truss: J3 Truss: ProjectNaInc: 1452-A SOUTHERN 2590 N. legs Highway Truss Designer. &c ' Fort Pierce, F134951 Date: 6/25/2018 10:17.46 AM 1 ComposelI Soilrtions'M CDMRh��l1S11ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ofl Truss Version: 2017.7.1 [BuRd 21 MdaisID"asevecsion 1565 Spa& Pitcb Qty OHL OHR CANT L CANT R PLIES spacing wGT/PLY 3-6-0 5 /12 3 0-0-0 0-0-0 1-0-0 0-0-0 I 1 24 in 111bs i 1.4-0 380 , 51 12 3 1x4 j T 4 5 1x4 j C.17 CJ7A O17 0" DO 0 2-2-0 _ Loading General CSI Summary Deflection L/ (loc) Allowed Lord (pan Bdg Cede: FBC 2DI7/ TC: n100-� Wt C& ' Din UP LIM (4.5) TOLL: 20 MI-EE4 BC: nW(5-1) WILL: Om UP L1999 (45) L/190 LIM TCDL: 7 ReplAkInamse: Y. VAb: n09(2-5) Cont/OHM 0.0Im 2L 1999 (1-1) BOLL: 0 D.O.L.: 125 % Cmt / OR I.L. 0 in X 1999 (1-1) IIL/120 2L / DD BCDL: ID Hoer C& 0.01 in 3 Phde Ogfren (JntXY,An0 (1:3.14,2.3n) R:0031190) (5.1-23$90) Reaction Summary lT Ttm Bm Ci Bm Wdh Mdeaid Rd Herz Wdh Me Reset Ma Omt•Udm Mora Wad Upli@ 214 Ile - 4i6Its hdmupa M. Haas !b R. 159 Ea 5 A. (RkIQ 1 Si. Cmade Ni—y 3.W is 4 HRoE (Caters) 1 L5 in - 3.mm 30 he - - - 0ft 3 H PA (fever) 1 15 is 3.OD in 49 ha - -55 Re -55 Re O IFa Material Summary Bracing Summary TC SP (ALS &M13) 422x4 TC B e;-I; Sheath& a Ptdms ai 6-30, Ad"m desigt by Oth�- BC SP (A M&2DL3) R 2x4 BC Bmemg Sheuhed aPtd- at 100q Palm dsi,. b3' M— via. SP KX6-2012) 03 2x4 Loads Summary I)'lbia bin."I— dnigod fa the df6cu do to 10Int'hou® abed the lod pits dad lands 2)7hisfialshnebeendsipdf theeffeds oval&lands is etm&nm RithASCE/-ID with the fdlwingtea ddmdmpc 1W m�ultimte, FiPaetae C, FtOyEndaed, G.NeIFEp Bm7dng CategzyII(Im1.00). O.adiH�Di®40Hz47.33&h�15&NotC d2me 7ama, Neithamdwebemridned DOL=LW, CC Zme 0.5dh4S 3) b5aieem.t eg aaic Iee&S in .®dale, with Ill Ali¢ 16W.1 has net been apiicd Member Forces Summary TiVeio,E—:Memb.M,aaCSl,maxnddf---.(al enaF1—ifdtffeentetmaaaxedd�) TC 1-2 n101 -154Ila 2a 0.032. 4616s BC 4-s n07t 01la 5.1 o.W4 IN. -]Baer vku H n05/ 274 Ea (I481la) Truss -to -truss Connections Summary CmidTatns C C Angle �, �'�1r;/// Anna ID }��d \`,1 Tr12 33 C17 5W 315 deg TT72 I3 cr/ 50.7 45 deg \\\\ t�l, BI Notes: \�CQ`C-i'--\GENSZ.zi t `<Z I) Tits design i,bud m ASCE 7-10 as aeSet�a J by the 2017FI.A Braking Cede. 2)Wt CRmdHam CRam the-6wl mdbot¢mul dfleed- dmto the lmdplm the arspempmeat afdf1 mdmtodmdk4cmptddu DeOLL+((ea-I)xDd DLin \ \ j PE �5 aeemdan®with ANSML ! 3) Agmlity cm a fi Cq- L% bm b� applied to the plate late& =deeee dsp wdms u speeifidbp the Thes Maatd a=perANSVIM I.2Df0. Satim 142 ' 4) Tatmtobtm axnneam is fa pghiml mtap etatim mlp Ahmga a dha rmcbul emneetim eha be pw) bd to meat the mdopUft shMe in the Peered. Stt®ng ' 5) Listedapi'dl aadims laadm hl9PFRS Oaty ltndmg ` -0 STA E OF �! ORID— E��\\�\� S10NAL // 1 NOfJCE Ampy of this dai@a shell be fimiehd to the cereal. embed¢ The desigt of this mdaidtd tams ix bead m dsigtt ,them ands gmh—b atpplW by the T— MmafidvaedaeB. tom Ibe tezxxary Bfm K BkoW and emv)ietmesi o[the mfommtim ad fath by the BtildmgDesien=A led en this &awing ind— ameptmm dpaffeesimal engmee®g resp=V4 sd* fm the vale mnpmmt d sip shorn. See the care Sate Fag 0 76351 page mdthe �mp�oatmt Ltf®dm i Gmeed Nde' YW fa editimd iaf®dim AO amaeda0— ahaR k —.rh. d by Sh perm Shmg-5e Cmpmp, be b amadmm wi1h•ESR-XM. AE tmneam 2590 NRinga Hwj FL helm PI 95 em ]D tnlea the der s W—dbv a'-19' which indeau m 18 ."St Ir. which mdmtn n hijde tmdm IS Southern Truss Companies, Ine. Truss: DA 2590 N. SOUTHERN legs Ilighway �J� Name: 1452-A Tmss Designer. d6c TRUSS Fort Pierce, F134951 Dace: 6/25/2018 10:17.47 AM Component SolutionsT11 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 ITluss version: 2017.7.1 [Build 2] Material Database version: 1565 Span pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGT/PLY 2-6-0 5 /12 1 0-0-0 0-0-0 0-M 0-0-0 1 24 in 11 Is 2-&D 2•GO � 2�40 12 51 2 t'7 3x3 / d, d 2z101 �I1 3 CJ7A i 0 O-0 0-0-0 2ZbA _ v 2 Loading General CSI Summary Deflection V (loc) Allowed Lord (,pQ Bldg Code: In 2W7/ TC: Q170-2) Ydt CR Om L/999 (}I) TOLL: 37 TPI 1-2014 BC: Q090-1) YatIL: Om L/999 Cil) L/180 L/240 TCOL: 7 RepMtrinceau: Y. Va: Q00(I) H—CR Oio 2 BCI-L: 0 D.O.L: 0 Cr«pF..t.4Ka-Z0 BCOL: 10 Plate O&as0r.LX•Y.Ane7 (134.4-190.) Reactio I Summary .IT'h'a BgCmin B. Wdih MtwW RGIBg Wdh Mu Read M. Grry Ud� Ma Wnd 17l1id Mal7dia MexH� 1 Pin CM11) 1 8 is Cmede hfmmry 3.00 is 92 N - -18 N 3 H RcQ (Trios) 1 15 m - 100 m 401b - -I lh -181ht Mae -1 Ihs 0lla 2H Ron 01in-) 1 15 in - 100 in 731. - •64-N .641to R. Material Summary Bracing Summary TC SPwlsC&20MQ2a4 TCB ier, she.medaP .rs3oPanae:gatyom�. BC SP W sc&'mm f2 w Bc Ho mg Sheehed a Pdms m ]00-0 tisfin b/ omen. vkb. I Slider SP WSC6-2013) 92 W Loads Summary I)This has his been daijpcd fwthe effects dre to 10Ief Isst® chord Iiw Imdpim dadlmds. Z)'lhu tons hu laa desipndfa the effew dwmdlmd9 in a«aden«wdhASCEI-10wim the fagmingmee degadmpt 160mph dmome, Figmm C, FullyF dmeQ O.Hedfq; Badng CmM.y lr(1- 1.W, Owed B1dgDi- 40 a a 47.33 R h - 15Ift Nor FLdZme Tlme, Neither end saeb ameidned DOL- 160, CC Zme R3dh 4 a 3) Mio®m atmge attic Imdng m seomdaa«with TBC LHe 16W.1 has nil tam .Hued Member Forces Summary T:1 emd�:h4�ro.®csl�rodara« �tem��eifd�ra�ffiadl�«1 Tc I1=2 a>m alao® Z Bc 3:1 ss A -- Va. Truss-to-truss Connections Summary Caneine OEse Ande W �� f TO CseidTems Cm i-ATems Tag 33A CnA 3-7-8 315 deb \\\\�\� ,V Notes: \CENS-, <) 1) This dip is bed in ASCE 7-10 rise. d byme M17Fled& Balding Cod. A Yet CRmdH= CRme the wfieal mdh®tar ddeCims din to Bw lodphn the enepampment dd9edim die todmadlod, e®pddes Dd-tL+X.-n:De9 Min \ / � \ % 3)AqkcoeLdbdePILP3) Aepmy emwt fadq eq- lOQ nor: irm .pptidm the plme lateral toitm« desi� Wrn.. rrps6dby0te'hma MmofetmepaANSV1Pf 1-m02 seadm 2a2 5)LinadwiodspM,c.m amsffisdmMWFRSOnlylm&ngOF TA 0\� .c� 13-13' i� .c� ORIO_ ��SS1CNAL NOTICE Aeopy efflei. daiga shill B f®ishd m the cmetim emtradm The deign efthu m&vi&d terns is hesad m deep wh.4m ®dregm—te nA iedbythe Tans Mantel maer sndseEn eqm me ae�my Brim M. Bleakly and-Rietenes"dlhe inf®tim set foeh by the Bx1&gDesipmA seal m mu dawingme dmtneap ce d prdesionsl eagmceffigmpeesLTity solely the tans —pent deign :bran S« me ran St mi En6 176251 png andme'T¢�utant hrfoanetim k Om®1 Niles" peg fasd9imal mf®rim All emnedaplete shag is —u tudby Sim SumgLe CrsrpmY. Tne m aemdm« -th ESRZ762. AD sinned. 25gp N Rings Havl; Ft Fiesq srz 37 roles the d etc sue in fo0medh• a "-18" whi S ro&erne an 18 a'Sf 18' whi L indrme a term- 18 Southern Truss Companies, Inc. Truss: J2 s:- 2590 N. w SOUTHERN � a9 RoJed Nam= 1452-A Truss Designer. dhc ' SS Fort Pierce, F134951 Date: 6/25/2018 10:17:48 AM Componcal '�rtlss t SohltionsrM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 Version: 2017.7.1 [Build 21 Mater W Da2141iase version: 1565 Span, Pitch Qty OHL OHR CANT L CANTR PLiES Spacing WGT/PLY 2-" 5 /12 12 04.0 0-0-0 1-" 0-0-0 1 24 is 7 Is I 2-0.0 12 5[— 3 T$ 2x6- '1 ' 1 _ 5 ,x4, G)4 CJ4 Loadin General CSI Summary . Deflection L/ (roc) Aflowed Lad (pet) FM 2017/ TC : o (b3) ViA CA: O m up L / 999 (4.5) L / 180 TCU 20 TPI 1.2014 BC: o ll (SI) VEstLL' 0 m UP L / 999 (45) L / M-XR: 7 3epW1n—: Yes Fbb: 0.0/R-5) C®t/OH IL: 0.01 in 2L/999 Q-I) 2L/120 BCIT 0 D.O.L: 125% Cemt/OH LL• Om 2L/999 0-1) 2L,M gCpL; 10 Hm CR: not in 3 Plate Olfsesl0 t:XYAnft (13.14,2-3.0.) (7-Q3-A90) (5.1,t3-Ml Reaction Summary JT 8¢Cmbo Big VOdtb Mateid RdBmWkh MarReet Max CnavUdia Mmt VOndUdidt Max UPIM Ma H.& 5 PinNq I Bin CmaaeM—y 30)m 27b Re - •69 F. -eft 93Ile 4HRon (Irma) 1 L5m - 3.00m SIN 44N 43 Rr 44 Rr 0Ra 3 HRaR(his) 1 LSm - 3.00m 361k -30 Re -XI ft-30Its' V. Material Summary Bracing Summary TIC 0 (M-W&20M 412 2.4 TC Eveing Sheathed a Mi.. a 63A Pnlm design by Othm. BC sp OLSC&MM m MBC aaemg Sheathed a Palma a I0410, Pta(ia design by Other. VA1. 7 OLSM20M 0 2.4 Loads Summary 1) Thuma bba. Ism designed f the eaeae dm b 10 paf b=-.hadR.e k dpl. dad kA. A This tms be ben dsippdfathe e&eEa otwmd Inds io aomdsnm withASCE7-10 with the faaowiagme defmdmpt ltns� tdti®m, C, Full3'Fnelaed, GaHeaEp, B.4A.SCa M-31(1-1.0010-11 IftDion 40@x47.33S,h-15$Na Fed ZmeTwns,Neithereodxbamsidnad DOL- LOD, CC Zone VlSdtb4L 3) Arun ail attic loa3ag m emwdenm wbh Wr T.H. 1t9A.1 ho oa bem gplied . Membe>♦ owes Summary T.W. bxelllh ba M. CSL mos®ddf—, (pan nn gr fan ifdfll s®a,dal f ) TC 1 1.2 Q034 -75 Rn 2-3 0.099 -251Is BC4'S new01b. Sl 0.114 M Rx -191m Via. 2.5 new 219 Rs (-IM F c) Tress -to -truss Connections Summary 1 /1 ID I C-iod Tama C i gTams Cmsmg OEset Ande TT3 n CA 2.11-0 315 deg TD 72 CA 2-11.0 45d>s Notre: < ��♦�\CENSF \ 1)1bb design u hm d m A.SC6 7-10 c sdesmonibythe ZR7FImd. Hnldmg Cade. 3)met MR -0- venial mdhaimtal d-9mians dmwlise lodpim the aapompmeat ofdegsmm dmwdoprtadudke )d LL+T--1)xL�DLio aecadmm with ANSf/1Pl L / / 3) Agmihp omttl fish; Cq" LOQ bee tpp4iedto the plate ldeol tesistmm deaigt vsbra as spsfielty the Tres MmufcetuaprANSIZPf ]-2� S tim 241 051 im m me Reulim PTT=EO 4) Tms4omsv amneeCm is for Smoi-I mtepea mlg Abanga a athasmenal maaeom shag be Pmided to seist the tmttmegm and RM shown 1 5)Li.t ,in .pli0 seaedmahnsdm MV9FRS onlylmdng - ) i M F.. �O �. �c1'�'I <Cr ,5;" .`�LOR10_j'��N, NOSTCEAeapy bf tbu dell al be fianished to the median =t = The daigs of ibis mdeisbal u- is besdm &sip anted, andsegm®ts s%#ied lythe Tams M®tfictia adedie rpm the --7 Brian M Bleakly and amlie4mmi of the infmoetim em fad bjthe Bugdng Desi�a.A t al m ibis dawmg mdeatn ecapanm dptdesaimal m®meaingmcpma'hlity adely fa the tans campment deign a. n. Sm the ame Btmt EM B 7X51 page andtbe A t htfnnndim & Gmml Natee" peg: faaditim.1 inf—d- All rmnrda pldd lil le =e mad by Simism Ssrmg-Tee Cm1my. Inc in acmdmm with•ESReZ1g2. AR amama 2590 N Rings Hwg Ft Piers, m m tsile. the q.6d me eia u (aRowdbe ■'-lr which indedet sm 18 a •SO 19 which ivdedm a hiph smsim 19 Southern Truss Companies, Inc. Truss: JlProjedName: ' ' SOUTHERN 2590 N. tangs Highway 1452-A Truss Destow. dhe TRUSS Fort Pierce, F134951 Date: 6/25/2018 10:17.48 AM onept CompllgiTmTruss So ms COMN ES (800) 232-0509 (772) 46"160 (772) 318-0016 Fax Pti page 1 of 1 Version:2gQ17.7.1 [Build 21 Material Datli tase version: 1565 SpIrL Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 1-", 5 /12 3 0-0-0 0-0-0 1-" 0.0-0 1 24 ia 5 lbs 1.6.0 12 5� T 2 I� as 2x6- 0-0-0 000 11s0 Load' 'g General CSI Summary Deflection L/ (roc) Allowed Iced (-0 BldgCde: F3C 20171 TC: a060-M YaacR: Om L/9A 3 L/180 7=: 2D TPI 1-2014 BC: all (3-1) *ALL: Om L/999 3 L/240 Teal: 7 Rep3dlxlaeteae: Y. Wes: am(1) Coat/OH M. 2L/999 (3-1)2L/Im BOIL: 0 DAL: 125% Cart/OH 1. � Din X1999 1 2L/22O BCDL: 10 H-CYC fin Pig. OffsetOnULYA.* 0314,2d0.) Reaction Summary 3T 'eyeI HteC®bo Ha Wdh Mateal Rd&avia Mot React Max C—Uais Mac WndUdia Max Udift NWHaix 2 Pm gas) 1 15 m 3.00 is 93 In, 46 Re -6Ib. 4j-221 Rs 3 Pat 1" 1 6 in Cmaae Meamry 100i. SIR. - 4 Ra 4Re H-292 Res " Material Summary Bracing Summary TC SP t< -SM2o13/ e22x44 TC B—;ag Sheathed crPudma a 1000, Pud n daigt by Othea. BC VISC&MI3)t922x4 BCHacmg. SheatheaPud'm..t&KPttfthsigcby Oth®. Wbe Loads Summary >) 7hia tnm h�u � dsigtd fathe e&xt diem 10 psf has®rbadRse hedphe dudhe6. - 2)Thistaob'vbemdesigndf the effects dwiadladc in.omdtaa miOtASCE/•10 ai.a the fdleaviagaer defineiaput Imm}h tdt®1y Edam C, FoayEnrlo.ed ry SWdi%p Baildmg CmgxY II(Ia 1.W), OwxII HdgDi- 40 R x 47.33 a h -15 A NctFadZM. T—, Neither mdpebamsidacd DOL- L®, CC 7me W8h 4lL 3) Mmimm al w attic lending in semtdaaa vh& IBC Table 1601.1 has net>:m .N i d Member Forem Summary foccifiliffamth®zoaedalram) TC I IL2 Q057 ad Re BC 134 11105 292no Wda Notes: �iloretd.ASCE7-10. 1) This design nd'oemdby the 2017Rcd& BA&ngCoi 2) Yet CR--,[R= CRm the vertical mdh®tal dine eima d¢ ic life hedphe the aeepmmpmmtddeflectim des to dead lad mpaedu Den LL+QC=- D xDeff DLinI� •eadta'auiBt ANStor, I. 13 \� IV, (� 3) Agatity ermtml factor, Cq= L00, has hem applied to the pate Laetal naiatmm des;gn tabs. u epceifid b3• the Tsar hrmtdacteapeANS1r1P! 1� Seetim 242 \ �i'Ql77ffifillllr••--^J 4) Tttt Aa IUt� emaeetim it for V.0tial intetpatmm mig Ahange a other aao:mal cornea am .hall be ptoaided t—sat the eta--;- mdtpffi ahaaa is the Rm.tim �� \ /�� \ 5)MiOtipiep! dt i-1,co at ��CENSF`��% 6) Lisrd wind WU at.aims base m MWFRS Only lading / P b51 r � l STA E OFr� ORI'D SNONAL ENG\��\ I 1 NOTICE Acoff bftha doipp shall be f miand to the seam emtoam The desist dtha i.&M.1 tta. it lased- ds'igt note& mdaQmetaat stppiedlyth. Tsa. Maatda-ner andah. Won the--..y Brian M Bkakly and em>plermest dlbe mfe�ti- at faith by th. B 7dagDaiperA,a1 m ties �giadimva .eQpmm dpntesrimal mgm® egaaponxREV wtely forWe naa e®poomt desip sbcw Sa 1h. are steal Eng0 7mH pqp andihe'hvF , Infm»im A:General Nan" psge fQ,MS;-.l infacat+ri- AR contaoorlbaa .ball be t�tficoxcdby Sitstp. Samg-Le Camlmy, Ins m a—dma wiffi'ESRAQ. All connector 2590N K.;, Hn FL Piw m 20 mina the m eia a toatnsd d•. �aa wh;rh edam m le a'Sg 1>f. uiieh iadima ■ te.sim 16 Southern Truss Companies, Inc. Truss: V8 SOUTHERN 2590 N. kings Highway Project Naram: 1452-A Tmss Designer: dhe TRUSS Fort Pierce, F1 34951 Date: 6/25/2018 10:17-49 AM c.r.ponL Sohilionsr'd Thiss COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: I of I =nn2tA101,1Z-7a ml�ars v1 15]651 spM, Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WOT/PLY 8-0-0 5/12 1 04-0 0-M 0-0-0 0-0-0 1 24 in 23 lbs 4." 4-0-0 840-0 4A - 2 12 12 51 15 2x4 U 2)*4% 1 3 xxxxxxxxxxxxxxx >0(XXXXX 0-" Loading General CSI Summary Deflection 11 (l0c) Allowed I..d 41.0 Ewgcod:: FW2017f 1c: 0.47(12) vatcit Oi. L/999 L/180 TOLL:M TP11-2014 Bc : 0.1404) Ved1L-. OmL/9W L240 TWL: 7 F.PI&I.—: Y. Wb: 0.09(2-Q H-CEL Oi. 3 BCTT: 0 D.03-: 125% c'.PFe'tg'Y--10 X BM : I. Phft OffwU (JntXYAn0. (1:1-0-15-3=) P:M,3-13,0.) (3:1-045,3-=) Reaction Summary IT Wc6 ftCwiw ftWdth h&d.W IbxRmd A.Rad M. C- UPM M.VAdupm M.U;M NO.Hi. - C-fih- I gs i. C-de M-y 2091bs 78F1f n -991b. -". 240a raterikl Summary Bracing Summary Tc ' P W.SC&2DP #3 3.4 MR-ing Shefbed.PWb..16-MPdzadesign by0ffi BC * KSCf,20M E 2d BCBig Sh..ffid.P.1i..d6.KP.EndigbyOtb-. via. SP KSC62012)0 2d Loads Summary 1)his U_ h. b- d.*.d ft the effiml. to 10 laft— shad the Id pin dd ke&. 2) his b-1has b- dipdfbthe dfft dwindI.& in ac-ibmac wilbASCE7- Jouft the fbllmiag� dffmedinput I60=Fhd6mKcr, C, FullyEnd-4 21 a- 1.0010-11 3MdgDi.3,,40 ft x47.33 ft, )i - 15 ft. BedZ- T-&,)kithcr endeb-id-d DCL= 10, CC 7- Vhd& 4 ft. MemberForces Summary T.N. i.&ata: M-b. M, - CSL Wf-6 (max --;- f- if&ff-t fi-> --W f-) M 11-2 R0.467 149D. 11-1 2,1 a.!E 112 ft 018M g_ 6 C W U6 11111. '1ZI III n. 655 ft) Vkb 12-4 0.092 290IW (14711s)l 1) his b Wed - ASCE 7-10 . s is .. dbyth.2D17Fkd& B.H.Egck 2D%dCR=dH=CR=Poe xticalndhadzmtalAAed;- do W Bw Imdphz the owpoampaumiddefiectim do todmdl* caieptm n 234 t1+ Q:w. D x134 Mi. 3)C.H. 4) AqWift= 4� PE-7�051 --G x STAt OF, Z:7 ///��/SS��NAL E�G ��\ I ha be -.&a..d hy Si.;- I.. i. —b.. M-1M. At coaned. 2M] toe 20 mhss thercad drusiz. i� M-vd b, . �Ifr N& idw. 18 Pew . -so Ir, tih i.&M. . high teefi. I=Y, Southern Truss Companies, Inc. Truss: V4PtojectN�e: t - � SOUTHERN 2590 N. kings Highway 1452-A Truss Designer dhc TRUSS Fort Pierce, F134951 251 018 10:17.49 AM Date: Compon Sol ltionszM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 1 T2uss Version: 2617.7.1 PuM 21 Material Datebase version: 1565 Span Pitch Qty OHL OHR CANTL CANT PLIES Spacing WGT/PLY 4-0-0 5 /12 1 0-M 0-0-0 0-0-0 0-0-0 1 24 in 101bs 4-M 2-0-0 2-0-0 2-0-0 4-0-0 4x4- 2 a a 2x4 / 7 2x4 3 XXX>M>=XXX D-0-0 4-0-0 - --- - O 6G 4-0-0 Loading General CSI Summary Deflection U (loc) Allowed Lad (� Hg Code: EX 20171 TC: a20(1-2) VEn CR Om UP L/999 TCII.: 27 TPI I-2114 BC: a14(3-1) Y t13.: Oin L/999 L/I80 L/240 TCDL: 7 Rep Mtrinmase: Yea W.b: 0.03(1) Hoer Clb Om 3 BCII.: 0 D.O.L : 125 % Creep Faaa. R— 20 BCDL: 10 Plate Offsets (J t:XY.A& Y (L•141.15347,R) 2'00 3-13,0.) (3.10-15,38•u.l I Reactionl Summary Ir Tier Bm Cameo ft Wdb 11 t MaxRzd Aw.React Mrs Gtm•Uulift Maz Wnd Uplift Ma Uplift Ma Heoz 1 Cmti.— 1 48ia Cmoetelb—y I%1be 791if - fi6Rn 1b1b 12 Re Material�Summary Bracing Summary TC SP (ALSC&20M 03 2.4 TC Ha®g Shmhcd a Ptdm. et I00-0, P, i daiga ly Od— BC SP'WSC&201T) 03 2.4 BC Big Sheathed¢PeP a R 63-0, Pdm B-aiLm b)• Otbm. Vbta Loads Summary I) Thu tree hrom bde.igtedf. the effms a-m 7D psCbon®ehad h e 1-dpte dydlmdc. Z) Thu um hai been dmigoed fa the effeets dwiudlon& inarm& nee with ASCE/-10 with the faOw•mgwerddmed epC 160 mph dEmde. Espewe C. FuayEec1om4 GaHdFBp B lding CneLaay II ([ 1.00), Owall IDdgDioa 40 fl z4733 & h m 15 R �d7me Tt�, Nehherendwebemaidaed IXH.-1.6D, CC Zme Widh 4 8 Member Forces Summary LHeiodaec:Me�erID,mcCSl maawlfwe (® c� fumffdff t5am ffinddfux) a119-11211, 2a 0.199 -11214 BC 3-II a 137 135 la (-SS IIE) WM l Notes: A Thi. d titm u butd m ASCE 7-10 as edenm ' by the MFlmd. Bmlding Co& 2))Vert CRsadHoa CRme the w4calmdh®W defleditns de to live lo.dpha the aeep—p cut dde-;-dmwd di-Q.-paedu DcELLL+(Re-I)xIMIDLm 3)G.W -withANSIRPlL 3) Gaffe agoita; em>m— benam ehad brmmg 4) Agwliy rmttd fidq Cq= I.OQ hn+ been epplirdw the Rum Ideml rearm- hsi@t �iluz u .peafied q• the Trma MmsdemaepaANSPI'PT 1-mm seetim 24z 5)Lvted amdt teaetims bsaedm MWM 0.11, l-dug iV1 p \\\ h A , p�/ f \GENS��` y � � P b51 \, r 'd x STA E OFf, 10 ORiDP'�� NOTICE Aeopy dthis desire shell bcf--shad to lbe -edm embeds. The de dp dthi. i..W& t trim b based. drip cdk i, mdtegd—ts s%#kdby the Tttm M-t A andm1ia q- the ? + BSrimarnt MBkady andmc#ctmosottbemf�mdkathbytheR-I,r- Fag 0 76051 Rag ®dthe'J�vtmt InR�tim C Gmeal Natea' peg fa.dEtimd id®tim. AO tmaerorpbin 64 he=damzedby Si1Ham Se-g-le C p y, Ins m eras d. - with ESR-M . AR o- eta to R 20 .leer the ed s� u faaowtidbs .' IB' w•hkh mdrme m 18 pF pbd,6 a'SO 16•, which i.&.= a h' tmsim 18 1550 N ]iingi Hwy ftPier-, fl 1 Southern Truss Companies, Inc. Truss: MV6 ^` 2590 N. kin Highway �7� Name: 1452-A .ent SOUTHERN TRUSS Fort Pierce, F134951 Truss Designer. dbc Date: 625/2018 10:1750 AM Co SobztionsTM CDMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 j TnLss Vtasion 2017.7.1 [Bald 21 Mate®I Database version: 1565 Sp6 Pitch Qty OHL OBR CANTL CANT PLIES spacing WGT/PLY "Fo 5 /12 2 0-0-0 0-0-0 0-0-0 0-0-0 I 24 in 191bs 6.0-0 -_ e-M Ts1a � 2 T2 5(— 2x4 / 1 3 1 saa I i D-0.0 0a0 6-0-0 e-0.0 Loading General CSI Summary Deflection L✓ Uoc) Allowed Imd (Peso Bhgca&: FBC 20171 TC: a550-3) Yet CIL Oie L1999 L/180 ICI].: 20 TPI 1-IDI4 BC: a39(W) Yet1L. 0io UP L/999 L/240 TCDL: 7 RePI&II.esse: Ye Vhb: a(e R-3) Hm CFt Om 3 BCLL : 0 D.O.L : 125 K CrapFaoa, Kcw 20 ECDL: 10 Plot O1bes OeMyAno. 0:3015,3522) (L1-124$9a) (3:1-IZK9a) Reaction Summary Tr Rm . Bm Combo BM W&h Metedel Rai Bx Wdh MmeReaa Ma Cn UBifi Mos Wnd Urik Ma Uolia Mac Hosiz 3 H Ron CUM 1 72 is Cmeee Mesmry Unlmowe 378 Res - 7/ Its -77 Res 0 abs I Pm (MM 1 72 is Cmeaee Masmty Uelmown 2%Res - -61 fbs -61 Rs 1%11a Material Summary Bracing Summary TC SP'WSC&2012) M3 zero TC r—';q; Sbestbrd a Adins d 6-3Q Adm dsige 1y Othea. HC SPIW SCS2012) 83 2e4 BC Hn®g Shemhed a Alms d 6-K Pud'e &nga by Othm. V61. SP(ACSC620M#32d Loads Summary 1)'his ues bas tam slsigod fa the r8eem due w 10 Feftao®eLod lise lad plm dad Id,. 2)Thues uban b®d igaed fa the ef(v4s efwmd loads in emedmm vdthASCE7. 10 with the follming ma defined inp: 160a#ulti® EV� C, Ftddy Eaeloeed, Oa11d44DO&g CatsgayB0-I.00), Oscan B1dgDim 40R x47.33&h-158, Not adZ eT—, Witba end web-4d ed DC/L- L60, CC 7me F3dth 4IL Member;ForcesSummary rauemaean:M®baID.:CSL> ddf—,,(�etbmadd>—tfi dalfom) TC 1 14 0.546 _M 11. BC 3-1, 0.390 .71 the VIA. 2-3. 0.691 229 Res (-M P.) Notts: 1) This dip 3i rased m ASCE 7-10msef ed b,• the M17 Flarid 16ng Cade 2)Kn CRaodHm CRmthe ve6mland hac� Wh9exflms dmbine ladpha meempc®pmmt ofhOmtim dmwdedlned mep><das Ik9 u+aces-pz17e0 D1.m rmdmm with ANSVM I. - 3) Agality cmtid ficto4 Cq-1.00. hes been applied to the prate load =istance dnigt values as aped ty the Tree M®sdecnaapeANWM I-= Seek. 24.2 \�`1�111111///�� 4) Ildd Lsed MWFRS Only load wmd epdifi m6 s m g \GENS�.f�i�i == j P_ ff51 'fl X` STA OF �L_O_RIVP.'�� NAL /111111111 NOTICE Amy afAis design shallbe 6mishd to the rnmm cmtnwm The dnigs cf this m& ideal tm is bmdm drip c iteoa mdregds b .%#idd3• the Tees Mm fd admlia upm the amr 13ffi M. Bleakly andeaoltefinessaffeinf®tim ammeth lythe HaldgDesipaAseal m this dmw•mgmdemn eanptanm fpafessimalm�eemgeespmn37ap saldy fathe Ems t empmsy design shown. S. 4e exnse "h�e�t Sum as 6 7 pate and the Inf�im k Omenl. Ca adbtiood info®ti AR mmdhy Sim Str }ne m eccadmm with ESR,T7Q. All maneaa late 'S C=py.pep "-18' 1,s 259DN Kiegi Hwy, FL Pieseq Fl 951 Memel d 1 sehirh indma m 18 a'S/ ]8' wbieh mdmne tmsim 18 m m 20 mleu the d a� is followedbs ■ Is P.P. b i.f .. rim 1 pb Southern Truss Companies, Inc. Truss: MV4 2590 N.1® W SOUTHERN kings Highway Project Name: 1452-A" Truss Designs dhc TRUSS Fort Pierce, F134951 Date: 6/25/2018 10:1750 AM Co oneat Sohaioas— COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: I oft ITmss Version: 2017.7.1 [Bind 2] Mate]ialDatabaseversios 1565 Spz'm Pitch Qty OHL OHR CANT CANTR PLIES Spacing WGT/PLY 4-0'� 5 /12 2 0-0-0 0-M 0-0-0 D-M I 24 in 12 Ibs 4-M 4.0.0 4-D-0 t5sa 1 2 12 5, I LEH 2x4 / 1 3 VXXXXXXXXXXXXXXXXX 1.51G31 0-0-0 I 4-0-0 0-0-0 4-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Land (pQ Rescaie: FBC 2017/ TC: 0.3502) Yat CR Om L11999 L/180 TCIL: 27 TPI1-2014 BC: Q15(i]) V.A L. Om L/999 L/24D WDL: 7 Rep Mtr Lnetease: Yes Va: Q419.3) Hax CR Om 3 BCLL: 0 D.O.L: 125% Cteep Feefo4Sao20 BCDL: 10 Plate Offsets (JntXY.Ang'r (2:1-1Z,4$9Q) (3:1- UA90t) I Reaction Summary Jf Fpe� Bnr Camho 13nz Wdth Mmedal MecIteoG fie Rest M.GmvUAiB brut VUndLTdiQ Mats lJPM Ma Haoz 1 anti— 1 48 in Caneme Muaay 275 N 78 plf - -7211s J216a 256 Rot Material Summary Bracing Summary TC 5p (ALSC6.20M P3 2d TC B=iuuF Sbmdbed m Pudme m &K Ax7m dnigo q• Othea. BC SP Va-% 6-2012) 03 2x4 BC $acing Sheethd a Pmlms at 63Q Pudin daigt q• Othea. Rhbs SIP (A[SC6.20M 03 W Loads Summary 1) This taus li.s hem desill d f the eserra die to 10I f bm—shad lisp Iadphe dadlmdt. 2J This ums Sin been dmigid fathe -ff sofwind Im&in ema&nm withASCEI. 10 uft the faliming— definednpt 1®mpht1dm3te.Fxpsae C.FullyF Jared, Gah.ZA HdldmgCat m-Q (I-1.00), OunaE BtDima 40 fi x 47.33 E, h - )5 $ adlme Tnn% Neither mdweb emsideted DM- L6D. CC Zme R5dth 4 8 Member Forces Summary �He;naeea:l4�ro,maesLme.A.lfae�(�eaa�faxira�mts®m>=m.1 > TC 1-2 Q330 -112the BC Ti 0.146 121 RE A Ile Vkb. 2-3 Q41D 239Ila (-IRDlle) Notes: 1) Thi. deaigol is based m ASCE 7-10 aster a q• the 2D17 Fkd& E-AX-S code. 21 Mat CRand H= CM an the t ticat and haiamtel deflectionsdon to liw load A. the ertepexpmmt ofde0emm don to dead Iasd omptrd o De4 a+a:e-1)xD Min armdmm with AN9IIP! L 3) Gable 6 segd,m smfmaoerm ae r3ad6rmng 4) AQdity mead fada. Cq-1.04 has hem goid to the plate kta l ttoistanm dip %alma u spe ifiedbythe Tama Mantel bur. y.ANSVIPI 1.2002 S.W. 242 �� / {Yl . $C 5) listed id *ifl-ctiaoa beaed m h(V9 W Onl3' lacing \\\ P 10 j 1 � '4 STA E OF.,) �i'o •-<ORIOP�'�� !l11111111 NOTICE Amp/ idthis design ahaE h fumisbdw the enxdm sonatas. The deign of thu inatidel trms is lariat daiga mitede andnxfm®a m}plied by me Tnns Mmtd chat aadmliea tpm tho accmry ]3� lyi B andoampletanni dthe mfmnatim act forth by the Bi ftgIksigact.Aamlm Wis aawmgindmtes acmptanae dpmfaaimd mgmee®gampmal7ity sciely falhe trtsa eampmeat 8oigt ahouw Sa&e cat Stem Fng67 1 poge and the R�atmt lafamomm do C-1 Notes' page fa ed5timal infats➢m. AO—tapldes shell be manefamaedby Singatm Snmg-8e Campmp, Inc m amadmm anti ESR3T62. AE emaer3a 2590 NICmp Tin Ft. Picmr. F1'3d eat 20 mleas the eel ate riot is fall— dla•.' lr wIkh mdcetes an 18 a'SO 19' whi& indwes ■ hiih tmsim 18 ? 0 Southern Truss Companies, Inc. Truss: MV2 1452-A itE N. kings highway Pr°jectName: Truss Designer. dtc SOUTHERN Fort Pierce, F134951 Fort Date: 6/25/2018 10:17�1 AM sss�DnsT74 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pag °: 1 of i u 7.7.1 [Bald 21 ise version: 15651WGT/PLY Pitch OHL OHR CANT L CANT R PU ES spacing 5 /12 2 0-0-0 0-0-0 0-0-0 0-0-0 1 24 in 5 IS 2-M 2-0-0 2-D-0 12 5� 2X41 a 0-0-0 2 l 24)-0 Loadidg General CSI Summary Deflection L/ (loc) Allowed L 1180 -d Lad IFQ 36g c.& : FBC 2017f TC : an a-3) B C: Q14 C-M) Wet Ctt O in 19W vaOm tU-1 L1999 L1240 TCDL: 7D 7 TPI 1-2014 gepMklo—.: Yu Nhb: 000(1) H=C& Om BCIL : 0 D.O.L : 0 % Cnxp F..Lm Ka-10 24 Material Summary TC SP VISC62D12) W324 BC SP VLSC&2DM 93 NA Wx� I Bracing Summary TCBa®g: Sbe.thdaAda. d s3q Pedm desi@i byom®. BC Egg Sbeatbd aPud ns rt 630, Podia desiga by Offi- 1) This tnes Su been cl.4;df the eaw. lew 10 pefbat® chord live loodpta deadlu k 7. 10 with the 2) This tom. bw been desigmadfathe cdOHdloa&iBa—d-ea ASCE Fsd7meT xmhame. b&fmds�60 cFk]dtinuae� C. Fully ra dh cl-4 D.NedERlia�gcde�s a� �1. � Member Forces Summary. Wieindwn:W-6.M.—CS4ma.dedtaaIt3—,-W.faeeifdfiaentfi®macdlSe) Notts: 1)This chili i.b.den ASCE7-10os adeesa I by the 21317 Flmd+ DAling Cads nDet_LL tDeB DUi Z)WetCRmdHaz CRae the wtiealendh�mal de0eaims dueu Ea loedphs Se eapc®pmentdde0emm due to drd'loed (ga-i) 4 eA—.ANSV1PiL 3) G.ble times bcum chadbesuag 4) Aqu lily opntcd Sena, Cq-1.00, bs hem qFW to the pbde Ideal tnis4nm design wl— u q.Mdbbythe Tons IA..f euclaANWM I-E@ section 24-1 5)Liddwm�dnFliB>mrmou hudon M9VF78 Only la.dng i i� P 5 1 — �-0 STA OF S`S�CNAL ECG NOTICE Aayyofthis desiFshallb:Smishdt, the erection cmmaa The design dtbis iodviddbm. u lordw dsil, erittenas mdtegm—m oupiiad byte Toe. hbndemsa andteha oq= the =.q BTUM Bkg* end cmlieteness dlhe iof®mm.d b. Se EaldgDesipa. A seed on this dsaing mdeda accepemoedpmfrs.imd engmcui s..P 37ity oldy Sr Se tnas rmpmeat deign .hma See Poemvc side BY79G1 rate end the -lveatent Infaoamm L` Omeal Nan' peg Sr.ddtimd fate®aioa Allcmnedaplda shs0lp tnmufiensdby Siialam Shmg-'Ee�C®p®a,Joe m .aacdena with ESR-DR. AEcmnrda 259pNICmge Hwp, Ft Piece, I Truss: 07PlojectName: l.. ,. Southern Truss Companies, Inc. 1452-A SOUTHERN2590 N. ldngs fIighway Truss Designs dhc u Fort Pierce, F134951 Date: 6/25/2018 10:1752 AM 1 Component SohrtionsTM COMPANIES IES (800) 232-0509 (772).46"160 (772) 318-0016 Fax Page: of2 Version: 2017.7.1 [Bln7d 21 Material Databaseveasi= 1565 Sptm Pitch Qty OHL OHR CANTL CANPR PLIES Spacing WGT/PLY 10-5 -�12 3536 /12 1 0-0-0 0-0-0 14-3 0-0-0 1 12 in 381bs 10-572 1-8-14 4.11-12 3.8-2 1314 6-9-10 I 1D-5-12 4 12 3.541 3x4 / 3 _A 2 } 1 3x4- 1 T 6 5 1x4 � t.SsO \ 7 1x4j J3I J5 A6GL D .0 0.0-0 1-9-14 4-11-12 3.8.2 1-114 6.310 10512 Loading General CSI Summary Deflection u (Ioc) Allowed Load QSQ 3dg Code: FBC 2017/ TC: Q9(Z-3) vCd Clt 407m L1999 TCLL: 31 TM1.2014 BC: Q51(7-1) Yat 13.: am L/999 (36) L/18D L/240 - TCDL: 7 'BepMrInc—se: No V&i 0.22 p-S) Cmt/OHLI Qll'm Z. 30D (11) I25% Cmt/OHIL: '04m Z. 735 (1 2L/IM M. 120 ]3ClL: 0 D.O.L: BCDL: 10 Herz CR Q04m 4 PWe OBcls 000CY,An¢Y (1'5Q2-2,0) (2:0033490) (3'14U-2,16) (5:340.3&29) (600.3$90.) (7.1-2,3-8,9a) Reaction Summary 3T Td'e Iig Cmdo ft W&h Maaial B4it Wdth Mu Bras M. Gm•$di8 Mad VbdUp0 Ma Upa Ma H.C. 7 Pin(VIQ) 1 11.313m a Cmde Msamry 3.mm 39D ac - 2121ts 10D m 321 Its - 4841m 2121m 110hs 484 Re 01b. 5H PA (hw) I L5 in - 4 H Bdl1(rns.) I L5 in - 3.00 is 871M - 72 Rs 721m 0lbs Material Summary Bracing Summary 7C SP KSC6 20M p21x4 IC ]i'•®g Shewhdw Pid'ms a 6-3A Pss]in desiga by Othm. EC sP (ALSC6-3133) 82 w BC Boeing Sheabed mPd'i, at &M. Pdm &sips 1g Othm. ';• 'SP (ALSC&20M A3 2x4 I Loads Summary 1) 7hu b— has bem designed for the eaeas de b ID pef ba—hoid lice hdplu dad h.ds. Thi. tmi has hm designed for the dffeas dewiwdlmds i.—,dmmwith ASCE/-10 with the fdl—igmer dd—dmptt 16D.Fh Af---FgmueC, F idly dmed A im G.Hdlfgy 8,n7dmg Caeg.yB(I-1.00j O.sall UdgMan 40fix47.334h-15$Na Fad2aeTrw, Neither and webemsiden>i DM- L60, CC Zs Vl9dth 4Q 3) NFmir� stwa� attic Imdmg in a.mudmm with IBC Tithe 1607.1 he na b® eREd Load Cade Lrl: Std Live Load Point Loads MetAa tee. Dee. ]ad T.Oddh w IIRe Bea CCbbd S�b7 UP �cb; �; UP 7w.d 7-ID6 Dave 71n. Bd Chd 7-3P6 Doan 4B.-"- M R / T.PChd 7-1" Down 711W Ddwn 411a r _ — BetChd 7.106 GE1V , S� load CauDl:StdDcadLoad �\ Point Lords ' PTM""' LeedTob WdhTdpchd 50-7 Davy91B.L Chd 50.7 Down 14RE.Top Chd 50-7 Dower 9 ae Iit Chd I sal Dawn 141ba Q �OF 7ep Chd I 7-1D4i lbws 271b Ile Chd 7-106 Dow 378. Tdpchd 7-106 Dave'-��A ,C Bet Chd 7_106 ower D371bORID i Rz Member Forces Summary T.H.mffm.: Meta ID, nscCS4--ddfmr,(ma-9�f eddB mt firm®cordf e) \� / Q5M99R. �ONA'Dc QI46a 39 (nlo) 4�� 13-5 O.11M (-561 hs) 37 3s� NOME Aeopy dibis dsieo shall t- fimishd a the —aim cmmam The design ofdii. mdvidd tore is 4sed an dsigd witeo- mdregi t is suWWby the Tres MmuEmac mdmlin upm the ammacy Brim M Bleakly r4J7 and emlietmeas tithe mfa®tim set fmh by the 1)dldmg DesipneA seal m this &awing rodmn eemptmm of pot :Lord mgmeermgsepmwbT3ty sddyfirthe itw empmmt design ahowe. sm Poe mse Stan Sig d -M] , page mdshe'h�atmt 1nf®tim (imemlNotes' P•✓fi f odiitimd infmaaim. AB mnmvpiaes ahaB be>®td m.ed by Sbt4em gam6-Tie Camay. Inc is meadmm with ESR2762. AB omnwor "M NY-8, Hwx Ft P,— FtT4 em 2I1 talesa the d se is fdOowMbr a --IS' wh'wh mdmes m 18 .,S;7Ir. which indcxmes a teasim 18 Southern Truss Companies, Inc. � � Truss: CJ _...... L SOUTHERN 2590 N. kings Highway Projt�lNatJle: 1452- A Tmss Designs dhe TRUSS Fort Pierce, F134951 Dare: 6/25/2018 10:1732 AM Component SolutionsTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 2 oft Truss Version: 2017.7.1 [BuM 2) Material DAase version: 1565 Spam Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 10-5. 12 3536 /12 1 0-0-0 0-0-0 14-3 0-0-0 ) 1 12 in 38 lbs Truss -to -truss Connections Summary m CmidT a Cmvina Tams Caminco&e TTn J3 CJ7 50.7 Anate 315 hg Tin J3 Cr7 50-7 TT13 JS C37 7-10.6 45 deg 315 deg TT13 J5 C37 7406 . TT7 C37 ASGL 3460 45 deg n5 deg Notes: 1)ibis d3iL isb dm ASCE7-10as.&..dtythe3117F1mda Bolding Cod-- . A Vat CRmdHon: CRam the.erdcg mdbcdmtd degrstims dm to lice lmdphs the saccp cmpmeut cf&flwtim dm to dud lead umpned es Deft LL+ Xsr -1) xDef1 DLm rmdmw with ANSI/IPI L 3) Agalit}• 000bd fectq Cq= I.Oq has min epplid m the plate ]steml rsinma dsit uslw ss spsddby the Tama Mmuf cwaprAl4S1/1Pf 1-TOOT. Sectim Z41 4) Tstmac6uic oonn�m is for F%iiiul inteapastim mly: Ahmger a aha ab¢ncd cmRxdim shall to posid;d to waist the = maim and uplift shown in the Reaaim S---Y I 5) Listed wind uplift se.aims mad m MF'FR.q Only lowing i IB� Fyn r \'�GENS�.\��i�i i 131 \ STA E OF f i ,c� �ORI�p%'�N, S10NAL �111(Il1\ NOTICE Amy of tthia tkait ahnR m Lanishd w the ero tim cmtradm The d:sit otthis mdtidual mes u Imd m daigr naitma md¢gmemean sugtid by the Tama Mmtfermer aodse6 Brbn MB)Ce f®msafhbytheBullgDipa.Aandmhudaingin3omm,eaommcfpcfasimdm&mrinl;mpma3lityaolcyfirlhctmmdesit hom&ery and c®pletmesa dthe icues yege and fhe "Lvpatmt Inf®tim & G-1 Nan" pge far adddimel in! him. Al] mn dwyl u. ah-1 m mmulamard by Simpom SbmgLe CompmY, Inc in awadmm witti FSIEPR . AR omncCo< Sma Eng N 7MSp 2M N Kings Hag Ft Plum, F7 RM fa me JO _less the specified 0we sise is fo0msrd by a' lr which indata m 19 a'St IV, which mdicaha a ' tmrim ]8 Lis re Southern Truss Companies, Inc. Truss: CRA SOUTHERN 2590 N. kings Highway Project Name: 1452-A Trolls Dmigna dhc TRUSS Fort Pierce, F134951 Date: 6/25/2018 10:1752 AM °°�m COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pass: 1 Gfz Vmsinn: 2617.7.1 [Brood 21 Material Database version: 1565 Span Pitch QLY OHL OHR CANTL CANTR PLIES Spacing WGT/PLY 9-0-13 3536 /12 1 04)-0 0-0-0 0-0-0 0-0-0 1 12 in 371bs i 9-D•13 54-11 34-2 ' 54-11 94613 3 12 3.54 3x4 / 2 N 2K10 1 --— 1 1 T 5 4 1x41 4X3 6 ,t3A JSA A--L 0." 0-00 1 4-11-12 341-2 1 54-11 9-0.13 Loading General CSI Summary Deflection L/ (loc) Allowed I.ad TM: (C Hdg Cade : FBC 201V TC : a61(12) Veet CR: Q05 in L / 999 (4-5) L / 180 20 TP11-2114 BC: 0.40(Sb) VdIL: oLmin LIM (4-5) L/240 TCDL: B=T: 7 Rep Mb l.oeoe: No VJA,: 0.27 QA) Hnn:Clt a01 in 3 : 125% C..pFaaKa.-2.0 0 D.O.L.a, BML: ]0 Plee 015m' (1ntxY k :4.3.4-1.90. Rl•D,3-216. 43.1�}6•]9. (5.00,3$90. Reaction Summary 2T Twel ]3a Coabo B4r WAh Mawid RgdBaWeth M.Raa M.G—Up a Mine Wed UpO Ma.Uoaa Mu Haz 6 pin 4H Roa (Ina.) 1 10.594 m Cmande l"h+m0' 300 in 371 lb. -198 R. -198 F. M N I L5 i. - 3.00 m 366 R. - -201 lb. 7DI 7� 0 ao 3H Roll(Irilm) 1 LS in - 3.00 in 86N - 71 Ill. 71 Ib. 0aa Material Summary Bracing Summary Tc Sp KSC6-2013) 02 sect TC &.ong shwhea a Pali. n s3-01 ae br Dina.. BC sP (ALSC&M14) 922.4 BC Hseing Sheathed aPmii...1660, Prom de.ip by othea. Abh SP (AtscC&2DM #3 2M Slider - ISP VISC620M la 2.4 Loads Summary 1) This am.0 2)This tru. kea dai@trd ra the effect. au<m 10 pdhon®rLadtne Imdpim dadta. brm derippedfarthe effaaa ofwmdlae3 mewadaaa wiOASCh7-1Dwidi the 6illowmguer desaediaput 160 aph till®t., ]3¢asue C, Fully Fadaed, G-v-4rA HaIdmgCn,Mll(I-1.00),oaan HdgDi..4011.47.33ah-ISD,NaEdZ..T ,Neithermdwebem.idaed DOL-LW,CC7m.VVi8h4lL 3) Mm®m.i—V ofie Iadag i. .®dmm with 00 T.H. 16a7.1 has w been gp&d Load Casc Irl: Std Live Load Point Loads) Memo L-6m Ditrstim Lad T b Wdh Tbp Chd Ha Cbd Tbp Cbd 3.7.3 Down 43 V. 3-7-Dora 8 Dina 2R 3-7F 3216. Bet Chd lap Chd tit Chd 3-7.8 Dp S)b 65.7 Daw 7316 u 654 Down, 15P. ButChd6-57 D sn OD. ft \�\!i,`!.\GENS'N Load Case Dl: Std Dead Load ' P 051 PDmtLmd Memkc I..d- Dheaim Lad Tab Wdle— Cbd 3-74 Dina 21 Ib k — Ba Chd Ba 3-7-8 Down 2116. �[C' J \f' � P. Chd 1. 3%49 D n i11D. 'd ; STA E OFF- 65-7 Iowa 3511a PO lbpChd Bet Chd / 6-5-7 Down 42hs Tap Chd Butchd 6S7 Down 27D. 65.7 Dews r/m. / •�`ORID_ • \ \�� fuaa;raffvmtr®te®.ttaee) �SSYO(�IAL MemberForces�Summary�m. clzr2a ah�m Alb �a.t eaog ��G\\\\ . 45 0,329 56 a4D1 -744 ft 6_I a401 Mnx // j 1 11 `, BC •7MR. 1 1 1 IBlmm NODCE Aaagy'�dthis 8ztgo abaa m 5saishedm the en<tim rmtaaan The d�ige dffiia ma ridol hm is based m d=si� mteda mare¢m®d sopltidbythe Tana M®bemer mdrelie. upm th. erar.g• M. Real* snd.m�letmes. of the iofm-ion set fa.th by the 13oddmgDesigimA seal m tbis lowing inAcaus epmoe dp d=simel so&eebg respmal.7ay solely fathe tees empmml chills sbown. Sin the a s gulp pag 6 76051 pag.adthe'1opanmt lnfomdim d: Gmeml Naa' pag faad5timd infmaaim. All emneeaplars .hall be rnmbm.miy Sk* m Samg-Ti. Cmq>my, Inc m smadaom with FSRZ262. All amaeaar 259D NKiogs Hn FL Pi me' H mistes R 20 mkn the 'eel aia u fo0owedbP.'-78" which mdiaus m IB .,So 19 wi,ieh radiate a h• tea.im IB " Southern Truss Companies, Inc. Truss: C17A SOUTHERN 2590 N. kings Highway Project Name: 1452-A Thus Designer. dhc TRUSS Fort Pierce, F134951 Daze: 6/25/2018 10:1753 AM Component sohlvonsTM COMPANIES (800) 232-0509 (772) 46"160 (772) 318-0016 Fax Page: 2 0£2 Truss Version: 2017.7.1 PkAd 2] Material Database version: 1565 Span pitch Qty OHL OHR CANT L CANL R PLIES Spacing WGT/PLY 1 12 in 371bs 9-M3 3536 /12 1 0-0-0 0-0-0 0-0-0 0-0-0 vZee z-5 .1(4 zw it. 124 0.270 831 Truss -to -truss Conoeciions Summary ID CamedT Campine Tnas Cneevine O&et T79 33A CPA 3-7-9 Ande 315 deg T79 J3 C37A 3-74 TT10 J5A C17A 6-5.7 45 &g 315 d:g Tril is CJ7A 6-5.7 Tr4 CMA ABGL 7b0 45 kg 315deg Notes: 1) This d.ignli. b—d m ASCE 7-I0. te6 Cade Z)Yett CRmdpim CRmethewti.l-dhaameddefcaimsdmwliwlmdplmtLeexpomPmmtorde8wimdnwd dlaa4ccapedasrkgll.+p;e-1):Dea DLm uwdmee it ANSUM 1. ;) Aepnlhp rid SsaS Cq= L00, has bees i� w the pleie hteml taistanx dsipt Wns as q dfied by the 74ms Mxaufiw mzpaANS1/JY11-3@ Smim 242 4) L.s+ov.s ®neetim is fo gsipLhal mtcpetoim mlp. Ahsnger. other etr war meardm andl5e pwidedw resist the matwetim and phft ohms in the P-6m S»} 5) Listed wind t}li8—tim. used m M%SIS Only ].ding I �0W i M 11,,1/ \GENSF`��i� P b51 -0 �� STA E OF- 1 70NAL �00111MO NOTICE Asapy edthis dsiF sba8 be fumishedto the —tim rmtiaea. The deiip of this m&%i&d tisv is toad m &sign eutma mdtegm—h s Vlbad by the Time Mond cnm and.lie tym the aewraey and .gietmos nf>be iafamtatim set forth by the B.Udmg Iksip .A sed m this daaing m&ram amepmes dpdosimd m&—ing iesp—Mity.dely for the vms suapmmt design '- Sex the metr B� M Bkal* swp ryg Y MI peke andthe "wtpmmt htf®.tim d: Gmeul Noes' pag fa aditimd mfmtetim. All emnmrrpbd. shill be ir®tdamaed by Siminm Sgmg-Tie Camay. hw m —&n. wiahTSRZM. All amxmar 2590 N Bros, an Ft Pic—Q F7 34951 erz 70 .less we ed sirs is follawedla• s'-Iff wbirh in&rsm m 18 o'S® ]ff wbieh m&sees a tensim IS -�. Southern Truss Companies, Inc. Truss: 06 y SOUTHERN 2590 N. kings Highway Project Name: 14524 Truss Designer. dhc TRUSS Fort Pierce, F134951 Daze: 6/25/2018 10:1753 AM Coo>pon®t Soh3tioasT14 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of2 Truss V=i= 2017.7.1 [Build 21 AerW Database version: 1565 Span Pitch Qty OHL OHR CANTL CANLR RM Spacing WGT/PLY S�'5 3536 /12 4 0-0-0 0-0-0 1-4-3 0-0-0 1 12 is 29Is 2x6- 1-9-14 333 33-3 1-9-14 57-1 84-5 12 3.54 [- 1x4 \ 1x4 1 5 1.SIt3 \ 6 1x41 gil J4 rB47 o" 0-0.0 1-9-14 66-7 } 1-.14 + 84-5 Loading General CSI Summary Deflection U (roc) Allowed Lod Bldg Cade: FBC 2D2// TC: a61(2-3) Fed C1t d13m L/56D (56) L/180 ICIL: 20 TPI 1.2014 BC: a47(56) VatLL: a04m UP 1/999 (56) L/240 TCDL: 7 FPlAkIacwe: No Wb: alia.� Cmt/OH TL• 0.09i. UP X/343 (1-1) 2L/M BCLL: 0 D.O.L: `3'A Coat/OH LL• a05 is 2./08 (1-1) M/120 wet. i m Hm: CID 0.03 in 4 Reaction Summary IT Tg, BM C—h. Bm Wdb Mderial WBmWdh Max Feed Max 27 Ualia Ma%dlldifl 6 Pin (%II)j 1 1L313 m s Cmmete)- 3.00 m in Re -121 Its 5HRon(hm.) 1 L5 in - 3.OD is 1141bs - EI Re 4 H Rnll (t4os.) 1 L5 m - 3.00 m 75 Ra - 73 Ra MateriallSummary Bracing Summary TC sPI(AISC62013) 62 2s4 7C Bmcn6 Sheathed cPd'm. a 63-0. Paden amigo by Othm. BC SP K SC6-MM 62 2x4 RC Btamg Sbntbed aPudm. a 63Q Pam dmig b}• Otbm. %le, SPIWSC6-2012) 03 2 4 Loads Summary >) This vme has Lem amiged fa the es� de m 1D psf bmrmehad se la.apLe � led loads. 2) ibis am bai beam deignedfir the ef&d. dwmdloedsm aaa3nm wi&ASCE7-10 with the fanawmgme ddmedinpt 191mpb trL�e, F�osme C, Fully Fseimed, Gnbkr,r,ABOmg Cafeprn•nR=1.ODIOse,BB*Db.40fix47.33fi,b-15H,NuEodZme Tans,N.ithcendwabtansidned DML LB),CCZme Wdth41L 3) Mnimm stmge atria laadngin aremdmm with IBC Tithe l�l.l has na bem nlQiiad Load Case Ii1: Std Live Load Paled La,A Mmdv L-6m Lud Tnb Wdh N]ht 0Ra -731h. on. Top Cbd 1 Bat Cbd 2-11-0 I. Up UP 131hs 27 iha Top Cbd Ad Ckd 2-IA 2-I1-0 lip Up 13I6a Z7Ih+Ch / ) BBat CCbd Top Chd 54-15 58.15 13— Up Down 2N 42� ` r \� V[. BC \ _ Ed Cbd 5-8-15 Case Dl: Std Dead Load Up 2118 " �GEN S'� Load i P D 5J Mrmbc Loam Daaedm Lad Tab Wdh = j \ i — TaPChd 2.11.0 UP 17nx BotChd Tbpchd2-i1-0 2-11.0 UP Up 17 Ex 17 Tn _ ) d 2-13-0 Up 17NTbp men. JZ:: �_,� STA E OF-t4TapChd BBdCChhd Chd sus--1155 5.8-15 5&15 Dawn Dorm 13— 141b 2DIb /OC/ �� Rd • L t 3R10 i-% �\ �S--- Member Forces Summary T:aemd,ca—:M=b=M, CSl, mdalAim mmpzface ifdiffmtaom:w&1fa) G��\\ j TC -21 Br RZW. 1241 nl��i7369 � (-119Re) is a (� ft) 3� 0.492 �7n:��NA 111 1E\\\ NOTICE A aW of this dip sben be fimisbedto the etetsm —bad. The amigo of this in"&W tees is lased m dip cited, andregmemeaa nq iedby the The. M,nt f. , .drelie aped the rsQa 1 BI78a M Blrakiy "1 end ooeginma: et the i-fotaatim.afmth by the Bm7daglkxiBae.AsealmW,&--gindimes—pt®mefpaf—imal mlq,ee®grespmnbaaky.dely fir the fi e�mmt dedp ,h—See the m�e gy,rl Fyg®71ffi1 ,•Ilj- pag endthe Rnrputmt bfiarm6m d: GmemlNaea' peg le adddmal infamat;m All omaeetap1a oboe be — arced by Sialnm String -Tie Cmtrymy, ]ne in emadmm with M.M. An —ede 2W N Ki is.): A Pi-e, F7 dates are 2D am.s mlcst the .a ' edolne sin is Wmad by a --Ir which io&c— m 18 m doe, c •S41r, which indm a hiab tm6m 19 � doe. ;6 , % I Southern Truss Companies, Inc. J6 Truss: CJ SOUTHERN 2590 N. kings Highway : Projem Nae- Truss Designer. dhe p ss Fort Pierce, F134951 Date: 6/25/2018 10:1753 AM 2 COMPDn t S0Lm0nsTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: oft Truss Version: 2017.7.1 [Build 2] Material Database version: 1565 SPaa Pitch Qty OAL OAR CANTL CANTR PLIES Spacing WGT/PLY 8-4 5 3536 /12 4 0-0-0 0-M 1-4-3 0-0-0 1 12 in 291bs Truss -to -truss Connections Summary ID Camel Teas Cemi-Ttmc Cmsiac Dffsel M P_ CJ6 2-11-0 AlFae 315 deg TO n CJ6 2-11-D Tr4 14 C36 58-15 45 deg 315 deg TT4 J4 CJ6 58-15 Trl 06 C30 6" 45 deg 45 d g TIt C36 C3G 124)0 TT5 C36 Do 600 135 deg 315 deg TTS C36 B40 ]5-1-D 225 deg Notes: 1)Thu dip bed m ASCE 7.10o rzfeeced)p• the 2017Fladd. iLa7din9 Cad:. 2) Vet CR=dHm CRme the wdesl mdhatambd AAcetims dm m the load pim me crosp ccmpmmt of deflectim due to dead hnd cuapad m Dcfl LL+Tc- I) xDeO DLin sccadmm with ANWM 1. 3) Agnlig• emwl feeq Cqm 1.04 hss epplid w the plme Inml teinmee design .rhea sc specfirdby the Tams Mmuki erpeANSVIFI 1-20M Scc im 2.41. 4) Tnas+o-nms cmaatim q 1. gmphical mtecpetetim mh: Ahmge aathe stnetuwl maim ahaR he pmid:d b tes;st the »roc nxmm and tQlifi shown m the Resetim 5) mind tFliB n�rams 1>asedm MW!•7t5 oay Imdmg 5)Tutd U I ;f P 1 _ ~0 �� STA E OF- • �i'�` `��ORfDA � /��NAt II �1 NOIJCE Aoop�• ofthis desi@t shell It fvnishd m the enxtim emtreeoc The design afthis indeidd tcma is broad m desigt e�ma mdtegm®ts st�liedtythe'Ws Mmtdsmse mdn.liee npm the m�sry and m�etmme'ofthe infa®tim sC futh by the Iiildmg DesigmcA seal m this dmwiagmdi run eme)maae dpmfessimel mgme®gtespmnbdity sdei)•fame trcas eempmmt desigt ehawn. Ss the ore B. M B]r21* gtrvt � B 7851 py¢ mdthe'Itqutsat htf mtim & Gmenl Notes'rng fu'sd5fimal inf®tiro M eaaamapim Shell he ®v�ebeedb}' Sagem S4m8-Ta CominuS.lne in sxadmm aith'FSFEZ7a. All amasca JLte R 20 mlen the ate sir is falloaedbv e'-IS' wLirL indite m Ig o<'5118' ui,idt mdi� s tmvm 78 25?pN Riggs Hw•g Ft Fiecot Fl 34951 a Truss: CJ4 Southern Truss Companies, Inc. SOUTHERN 2590 N. kings Highway project Name: 1452-A Truss Designer. dhc TRUSS Fort Fierce, F134951 Date: 6/25/2018 10:1734 AM Cordon t SoLltions*" COM ANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax fie: 1 oft Truss Version: 2017.7.1 [Build 21 Ms2e®1 Database version: 1565 Spaa Pitch Qty OHL OHR CANT L CANT R PLIES Spacing WGT/PLY 5-6 1 3535 /12 2 0-0-0 0-0-0 1-4-3 0-0-0 1 12 in 16Is srs6 ' 1314 34-8 ' 1-B•14 `� 3 12 T 3.54 F , lx4 I 2 �g 1 2X6 1 T 4 1x41 F L2G ,l2 I 0.0-0 OHO 1-8-14 3-" .1-9-14 5-G5 Loading General CSI Summary Deflection L/ (loc) Allowed Iced (PA Bldg Cat : FW 2D171 TC : Q 17 Q-') Vat CIL Q03 in UP L / 999 (45) TCLL : 20 TPI 1-2014 ITC : - 0.29 (4,5) Vert IL• Q01 in UP L / 999 (4-5) L / 19D L / 240 TCIN.: 7 &PMtz laaease : No V.Eh: 0.05 p-S) Cent / OH U. am in 2L 1489 0-1) BOLL : 0 D.O2..: W % Cmt / OH LL: OLM in 2L 199 (1-1) 2L / 120 2L / 120 BCDL: 10 -H-Clt 0.02 is 3 Plate Masi 0 t•]CY,An9y a 2-1a) 2•",340.9D) (5:1-Z3490) Reaction Summary IT Tate HtrCmdn 13a Wd0 Metetiil Raj Bta Wdrh MaReee Ma G®VUagB Max Wnd Udia Mautiin M. Hai. 5 Pin (Wn) I IL313 in rmenYe Idnmry 3.m in 45It. - .54Id 4H Ron Crum) I L5i - 3.ODi 57lb. .11]b .10 lb,-11 -54lb. 78 ns Ra One 3H Ran Cr—) 1 1.5 in - 3.03i 20 as 7Be 42 ne 42N OR. Material Summary Bracing Summary TC SP WSC&Mt•0 n 2.4 TC Brsrmg Sheohed a P.H. t 634), Purim design by Othm. 13C V WSC620U)1n W BC liemg Sheeted aPndk, a 634), Pali desisgt by Olhea. Vkhs SP WSC620M 032d Loads Summary 1) This tem If•s bem dasigdfwlhe effe dm to 10 p f oa®eLadYm loedpho desdlmt. 2) This ttuss ten been d=igodfa the effens of wind leads in awa dame withASCE/-10 with the W-igea- degndmpt 160ttgh dfi d., l3tpmae C, F.UyEndmad GahleddiP,B.D&gCd.MBa-LOOIOs..n BktDma40Ex47.33fth=15O,Pia End Zmehat,Neithaandweb—• Wiwi DOL-Lw,CCZmeVKdh48. 3) Mminsm staeg attic iadagi •xadma with IBC TeHe 18A.1 hu net baa .Hiid Load Case) Lr1: Std Live Lead P., 1. j Mr>tmc I I.oatim Daeetim Lead TbWdh •bpChd 2-11.0 UP 13bs Ba Chd 2.11.0 Up Zl no T.P Chd 2-11.0 UP 13 nx BaChd 2-11-0 Up 271hs 1 / CaseDl:StdDead Load Tnb With Mac Loatim Da tim Lad TO Chd 2-11.0 UP 17Rx 17 nes Bet Chd bll-0 UP Tap Chd z-11-0 Up 17 m• = \ �• Bat Chd 2-11-0 lip 17 N Member Forces Summary TaHembata:Pl�hQm.n�esr��d.lcae�( e�f.aifW—tfi—„ assdk-) _ / P O ; , = — lJJ 1 Tc . i-2 al® -9z R. z3 0.1w 711bs — ) BC 4-5 UP 0bs 5.1 Q095 MRa. -14 ft RF}e 2S now 19O1d (T/Ihs) �d \ 1 5TA E OF Truss-to-trnss Connections Summary I CtttaiOffs A, \ i O \ � .^ ~� /�/ M Camd Ttms C-6. Tnas a et T13 32 CA2-11-0 315 deg ��<ORI�Pi/= C34 � 2.10-0-0 135aeg des //// �/ONAL TTO Tn CA L2(1 8410 M5 deg !ENG� \`\\ NOTICE A.eWief&is design sh.n be fmushd mthe etaam —b-d . The design dthis idivAd isms is bead ce design criteria mdrzQmrmatr sgpliedby the Tams Mmaf thee sdmlia opm the •mr andemtpletmes of the inf®tim ad Adh by the BabfatgDesig¢A seal m tbis riming indeate aeapanm dpanseim•1 mgmee®g>rsl—Nitysolely brthe ts,m emupmmt deign shown See the awe Shun rag 076051 19 page mdthe'7�atmt Infnmrmm d: Geed Nan' peg br •dditimd mCa®ai®. An aemectaplete .hen he ®ufneh dby Sbapm Stame•'Re CmpmY. Inc m •aadma with ESR DR . An mmasor 2%0N Kip H.% FL Pieeq F134 1 b. m mice• the size is Qnowdb• •'-lff which ideates m 18 a •SB iff, w•hieh indicate a teasim 18 Southern Truss Companies,. Inc. SOUTHERN 2590 N. kings Highway Fort Pierce, F134951 Component SolutionsTM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Tiass Version: 2017.7.1 [Bmld 2] Vgftx al Database version: 1565 OHL OHR CANTL CANTR " Span Pitch QtY 5-6.6 3335 /12 2 0-M 0-M 1-4-3 0 0-0 Notes: 1) Thu daiLm is lased m ASCE 7.10 es ,d—.d b• the 7D17 Floo& He7dmg Ca&- Ilim A Vm CRmdHm CRms the vmiosl mdba6,a l d 9eaims dw to lire Imd plm the seep mmpmmt ot&B.Um dm m dzd Imd ..*g dn, D� yl,+ (r-- I)xIlefl mm&nre with ANSIrm I. 3) Agulhy gimbal fesim Cq= L%hes Ism epliledto the ple 10®1=istsoee drip values as spm6ed b}•the Tams Mmtd'amscpxAN51lIY! 1-2un Smrim 242 4) isms�nmsss omneetim is EQ pghiml inte:)semim oslF Ahmger ar o&er mtensil emaxtim still be Fmi&d m ayst &e rmssmetim sod plifl ehwv in the Reaaim Smamp S)]istedwiadydia seseti®s based on MR'FRS Cnlp lm&n& Truss: CJ4 Project Name: 1452-A Truss Designer. dhe Date: 625/2018 10:1734 AM Page: 2 of2 PILES spacing WGT/PLY 1 12m 16lbs Qj Fq� i P 1 5TA E OFr� 0 y ��3-1 ORP sS/ONAI- E�G��\ ll( 11 NOTICE Ampp hf this chip shsa be bmished to the emetim embxgm.. The dsp of this in&tidal boas is lssedm dsp odtede mdsegmemats ml4iiedby the Tams Mmdi mdrelim P. the --q Bi5m M Blm * and empletmai of the mfmaetim sa forth by the Asld'mg Daipiz A seal m this dswmgm&eila mxpmee ofPdessimsl mgineedngsapm 37ity solely fm the tans empmmt design shave. See the — Sour Fmg 9 7SD51 ..,s."ad,e "1.®imt tnfmnrom & Gmeml Nda" mef for addaimil mf�m All emneetaplaa sbsa be mmtdemsedk5• Simpem Soma -Ls Cmpmy. lne m smadmm w&ESR-M. A8 omoega 2WN Kbp flag FL Pi-6 FI 34951