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HomeMy WebLinkAboutTRUSS PAPERWORKSOUTHERN TRUSS COMPANIES, INC. S O U T H E R N RANDY@SOUTNERNTRUSS.COM TRUSS 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 COMPANIES (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: Project Name and Address: Occupancy: X Single -Family Lot: Block: County: St. Lucie Multi -Family Truss om an Southern Truss Companies, Inc. P Y= P � c�A Colnmercial Truss Engineering Program: Simpson Component Solutions Plates BI y: Simpson Strong-Tie� � Contractor / Builder: Classic Homes Model: Piazza Storage * Elevation: 'bunty Options: STATEIYIENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with Florida the following Building Code FBC2017. The truss system has been designed to provide provision: adequate resitance to wind load and forces as required by ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: -- P.S.F. Design criteria: ASCE 7-10: 165 MPH Top chord dead load: 10 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: -- Me�r'4feight:..20 ... _ .. Exposure: D *10.0 P.S.F. bottom chord live load nonconcurrent with any other live loads. I This is an index sheet submitted in accordance with the Department of Professional Engineering. 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 All 21 MV2 41 61 81 96 2 A21 22 HJ7 42 62 82 97 3 A31 23 HJ5 43 63 83 98 4 AA 24 1 44 64 84 99 5 A41 25 45 65 85 100 6 A4A 26 46 66 86 1101 7 1 A51 27 47 67 87 102 8 A5A 28 48 68 88 103 9 A61 29 49 69 89 104 10 A6A 30 1 50 70 90 105 11 B11 31 51 71 91 106 12 1 B21 32 52 72 92 107 13 B31 33 53 73 93 108 14 J7E1 34 54 74 94 109 15 J7 35 55 75 95 110 16 J5 36 56 76 17 J3 37 57 77 18 11 38 58 78 19 MV;6 39 59 79.--�Fq,�/ji �� 20 mV4 40 60 80 �\,�-,. �GENS As witness by my seal, I hearby certify that the above information i E 16051 is true and correct to the best of my knowledge and belief. Name: ) rian M. Bleakly Lie. #76051 ORI /��� s'S'ONAI' TYPICAL DETAIL COR.NER. HIP I NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. A UP To 265 132.5# per Nail (D.O.L.Factor=1.00) ' = 2-1sd NAILS REQ'D. nds toe nails only have 0.83 of O UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. r� V)12 n n IOA \J1 OVER I .O 9-9-5 CORNER JACK GIRDER use 2-16d toe nail TC & BC. Typical jack 45' attachment J3 J5 r C H7 (HIP GIRDER) I CA) -r-- " - Le 3-16d\ toe nail ® TC TYPICAL CORNER LAYOUT & ?-16d --I Typical Hip —jack' attachment CHORD HANGERS FASTEN ER GIRDER JACK J1—J3 10HIP JACK GIRDER TC — — — — — —— 2-16dnails — ———— BC — — — — — —— 2-16dnails — — — —— J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — BC — — — — — —— 2-16dnails ————— J7 TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16dnails — — — —— HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — — — 2-16d nails — — — — MINIMUM GRADE OF LUMBER LOADING (PSF) STIR. INCR.: 00% T.C. 2x4 SYP #2 L 0 FBC2017 B.C. 2x4 SYP #2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24" O.C. SOUTHERN TRUSS Fort Pierce Division 2590 N. Kings Highway, COMPANIES (800)232 O1509 Fort Perce�( 2)464 14160 http://www.sout►iemtruss.=rn Fox:(772)318-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL G CORNER - HIP NOTE:! NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. Q UP TO 265# = 2-16d NAILS REQ'D. 132.5# per Nail (D.O.L.Factor=1.25) nds toe nails only have 0.83 of © UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. 12 HIP GIRDER 12 p� I OA 7-0-14 CORNER JACK GIRDER use 2-16d toe nail TC & BC. Typical jack 45' attachment M '0NLo 11 J1 A Y 0.0 I M ' J3 � � �- A cvs ' H5 (HIP GIRDER) �� �.O O 0 use 3-16d toe nail TYPICAL CORNER LAYOUT & 2-16d I Typical Hip —jack" attachment I CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC ——————— 2-16dnails —— ——— JS TO HIP JACK GIRDER TC — — — — — — — 2-16d- nails- — — — — — BC — — — — — — — 2-16d nails — — — — — j TC — — — — — —— 3-16dnails — — — —— BC — — — — — — — 2-16d nails — — — — HIP (JACK GIRDER (CJ5) TO HIP GIRDER TC — — 3-16d nails BC _ _ _ _ _ 2-16d nails MINIMUM GRADE OF LUMBER LOADING (PSF) SIR. INCR.: 25%) T.C. 2x4 SYP 2 L D FBC2017 B.C. 2x4 SYP 2 TOP 20 WEBS 2x4 SYP 'No.3 BOTTOM OD 10 SPACING 24' O.C. i SOUTHERN TRUSS Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 COMPANIES (800)232-0509 (772)464-4160 http.//www.soulhrmlruss.com FOx:(772)318-001 6 Brian IM. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 ca m C U y a I'OUI P, This pmdud is preferable to similar cannedors because of 'I �+ a) easier insfalla0oa, b) higher loads, c) lower Installed cost, "'i : or a combination offhasefealures. �� All hangers in this series have double shear nailing — an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of rail common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the WS. MATERIAL• See tables below and on page 133. FI ISH: Galvanized. Some products available in stainless steel or Z.MAXO coating; see Corrosion Information, page 18-19. INSTALLATION - Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. • Not designed for welded or nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified. - HUS hangers available with the header flanges turned in for 2-2x (3%1 and 4x only, with no load reduction. See HUSC Concealed Flange illustration. - Concealed flanges are not available for HGUS and HHUS. - See Hanger Options, pages 200-202, for sloped and/or skewed HHUS models. Other sizes available; consult your Simpson Strong -Tie representative. CO➢ES: See page 20 for Code Reference Key Chart - These products are available WM addilfonal corrosion profeWom Addiliomal products on this page may also be available with this option, check with Simpson Strong-Tre for details prl These products are approved forbutaiiatlon ndth the Strong -Drive SD Structural- Conneclurscrew. See page 30 for the correct subsWullon and SD screw size. Model No. Min. Heel Height Ga Dimensions Fasteners w H B Carrying Member Carved Member SINGLE2xS17E5 W524 2% 194s 43S 1% 4-10d 21Dd LU526 4% 1% 4% 1'/. 41Dd 4-iDd r 1.table on page allowable loads. I! -0 1'for2es b � s C y � d — W-/ B 0171"LUS28 V HHUS210-2 (Truss Designer to provide fastener quantity for conneang multiple members together) I6MUS28 SIMPSON Strong -Tie L i? HUS210 (HUS26, HUS28, and HHUS similar) U HUSC Concealed Flanges (notavailable for HHUS, HGUS and HUS2x) th neuucea Heel Height ® Double4bend Double-Shear = : Dome Double Shear ShearNailing - Nailing Side View NailingSide View (available on Top View Do not some models) tab U.S. Patent 5,603,580 blenad 4=0FIiIloLrallE � SPMowableLoads SPF/HFAOawa6leLoads Model No. der _ #loon : 1iow=. oo _ =1Nind (IUD;_ =(1753 _ 725j j160) U01ittl (150) Floor ' (100) Snow (115) Roof (125) Vl iind (160) Uplift' (160) Floor (100) Snow (115) Roof (125) wind (160) ] Code Ref.�a6J_, .SINGLEWIZES WS24 49D 670 765 B25 1045 490 725 B30 895 1135 420 575 655 705 895 LUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 B45 915 1160 MUS26 1090 1295 1480 1605 1B25 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 17,FB,L17 HUS26 _ i550 � ;r2?.2Dk• _ 5 �3335*_N 1550 2950 3335 3335 3335 1335 2330 2650 2820 2665 HGUS26? 5z '936lI' :t685Y30 ?890 1765 4725 5290 5390 5390 1520 3750 42D0 450D 4635 I7, L17 LUS28 • 1f 5 1�OE _� ° 36ti�- , 725 1165 120D 1365 1480 1835 1005 940 1075 1165 1475 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1B30 2275 17,F6,L17 HUS28 2000 3965 4120 4220 4335 2000 3790 3960 4070 4335 1720 2905 3035 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 17.L17 LUS210 5uWON5;?5� 9W 550 ; 1165 1445 1660 1795 227D 1005 : 1145 1305 1415 1745 7HU5210 30DO 4105 4310 4450 493D 2580 3150 3315 3425 3B15 n �� L17 0 N 0 N N CS 132 6Jote: For dimensions and fastener information, see table above. See table footnotes on page 133. Ya'( d.Trirss Ca ne�m `r: ^<T - _:.:- r: a✓� �.:�•.w..:,:�,- x..- -=�..::� •ems-. ��. �,p:� � 'ACE MOUNT HANGERS 7hese products are available with additional corrosion protection. Additlonal products on P' 7hese products are approved forkstallafion with the Strong -Drive SD Sbuctural- this page may also be available with this option, check wiCi Simpson Strong -Tiff for debdls Connector screw. See page 30 for Me correct substitution and SD screw siza. Model No. Min. Heel Height Go Dimensions Fasteners - i :•-. °DF/SPAilowahfeCoads'E:=`= ::=•:r,_.. •._, .-..... .:_.•. T . SPF/HFAIIowable Loads Code Ref. W H B Carrying Member Carried Member =� lJplitt',{ :_(160j; e-:=;:•, ;Floor:: (100).-. .ts; • 4� Snow?: r(]]Sj.: -. =Root: (125): �•• , -: -- =Wind •:(160j= Upiiit' (160) Floor (1D0) Sno�WwWj (115 DOUBLE2x IZES LUS24-2 2'/ 18 3'% 3'b 2 4 16d 2 16d 440 800 910 985 1250 380 680 780 1 845 1070 L5S26-2 4%, 18 31A 4N 2 415d . 416d �-! 6iki n4p3fLn W@q- ,`�2BD " Mot... 1000 880 1010 1090 1385 17, F6, L17 HHUS26-2 434c 14 354s 5% 3 14-16d 6-16d 155k 1335 2390 2710 2925 3665 HGUS26 2 4'Yie 12 V. 53Ac 4 2016d 616d5230A ��575' 1855 3750 4200 4500 4795 17, L17 LUS28-2 Ve 18 3'/c 7 2 6-16d 4-16d 1165 1315 1500 1625 2060 1000• 1125 1285 1390 1765 ` HHUS28 2 6% 14 3Yic I. 7y 3 2216d 8-16d 2000 4210 4770 5140 6440 1720 .3615 4095 4415 5375 17, FS' L17 HGUS28-2 61%. 12 345s 11173fs 4 36-16d 1216d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415- 17, L17 ` LU5210 2 6'rSc 18 3% 9 2 8-16d E&l,6d �7745 : � (B� 90� .-a22B5 �D:r. 1500 156E 1785 1935 2455 HHUS2102 83L 14 3Ss !3-%, 8�/� 3 3016d d ''400 _:. �35 BO ;bBBU;': -7165 3525 4835 5270 5380 5765 R, F6, L17 HGUS210-2 B%s 12 M 4 46-16d 16-16d e4095; ?i3�0 :;91D0,i. 9700== ;iJ10D_� 3525 7465 7130 7825 7825 17, L17 TRIPLEWIZES HGUS26-3 4-A. 12 4% 5'fi 4 20-16d B-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 HGUS28-3 (NE 12 4% 7'A 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 HGUS21Q 3 8'34c 12 4' is 9'A 4 4616d 1616d :14_095 4( ]D___- �DUr., �_ 1_Op "9]Ob.� 3525 7825 7825 7825 7825 17, L17 HGUS212 3 103i 12 4';ria 10� 4 5616d 2016d 5045 9600 9600 96D0 9600 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4% ,12% 4 66-16d 22 16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8585 QUADRUPLE 2x SIZES HGUS26-4 5'k 12 61% V. 4 2016d 816d NL 23U; t5575EE: 1855 3750 4200 4500 4795 HGUS28-4 T/ 12 SA. 7Y. 4 36-16d 1216d% 4fip_ VAHGUS210-4 2785 6415 6415 6415 6415<7 U7 9'/ 12 634s 9% 4 46-16d 1616d k4095 9100 9100 9100 9100 3525 7825825 7825 7825 17, F6, L17 HGUS212-4 10i4 12 6�4c 1D3E 4 5616d 2016d � _96p0;.6p � 6�D: "` "- 4335 8255 8255 8255 8255 HGUS214-4 12% 12 634c 12% 4 66-16d 2216d �'IO1U1)� 3D1UD.'• OlOo- ' 070[ 4745 8685 8685 8685 8685 l7, L17 4xSIZES LUS46 4% 18 314s 4ii 2 416d 416d 1165 1030 1 11BO 1280 1625 1000 880 '1010 1090 1385 17, F6, L17 HGUS46 434, 12 3% 4'/ic 4 2&.16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17, L17 HHUS46 444c 14 3% 53Ss 3 14 16d 6-16d 1550 2790 3160 3410 4265 1335 239D 2710 2925 3665 LUS48 4% 18 3% BY, 2 ' 616d 416d 91i - 15f1•._ 1625t 52bfi11 1000 1125 1285 1390 1765 HUS48' 6'6 14 Vs 7 2 6-16d 6-16d 5$ a, 15.9=5 d1�3 1560` 1._i k24Zil a 1550 1365 1555 1680 2115 14 FS' L17 HHUS48 blk 14 31% 7'A 3 "22-16d- 8-16d �.24M*-." 215=,' 1720 3615 4095 4415 5535 HGUS48 6'4C 12f1d 6 l6d 12-16d ?s2354b. =6[# o-46D 7-060= 2785 6415 6415 6415 6415 LUS410 6'/ 18 8-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 HHUS410 Bali 14 0-15d 10-16d 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165 HGUS410 8�ic 12 6-16d 16-15d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 HGUS412 10�c 12 5616d 20 16d 4 B 608a _ ,ODD u9600s 4335 8255 8255 8255 8255 17 L17 HGUS414 117As 12 616d 22-16d i515 a107dQ0. M"-, 101�D 10100_ 4745 8685 8685 8685 8685 1 1, Mint %odM nave been mco asea bu•brorvnna orearnrquaue 1020ing with no further Increase allowed. For normal loading applications such as cantilever construction refer to Simpson Strong -Me° Connector Seiector'software or conservatively divide the uplift load by 1.6. 2. Wind (160) is a download rating. 3. Minimum heel height shown is required to achieve full table loads. For lass than minimum heel height, see technical bulletin T REDHEEL (see page 215 fordetalls). 4. Truss chord cross-grein tension may limit allowable loads Refer to technical bulletins TANSfiPiSM T-ANSITPISP and TANSrlPIDFfor all owahle loads that consider ANSUiPI 1-2D07 wood member design criteria (see page 213 fordetallsJ S. Loads shown are based on minimum of 2-ply 2x carrying member. With 3x carrying members, use 16dx2W nails into the header and 16d commons lntn the Joist with no load reduction. With single 2x carrying members, use 10dxl W naffs into the header and 10d commons facto the joist and reduce the load to 0.64 of the table value. 6 MARS: 16d - 0.162' dra. x 3,x long. See page 24-25 for other nail saes and Infomration. C y 0 m n 0 0 133 :. Engineered Wood & Sfrucfura/Composite LamE, mecfors ,. Actual Dimensions Fasteners Joist Model No. Ga Min/ Allowable Loads Size W H B Max Face DF/SP Species Header SPF/HF Species Header Joist Uplift Floor Snow Roof Floor Snow Roof 3§;6 13 2'S Min HU416/HUC416 14 2D 16d 8-10d (160) (10D) (115) (125) (100) (115) (125) 3%6 13% 21A Max 26-16d 12-10d 1515 2975 3360 3610 2565 2895 3110 3/z x 18 HGUS412 33e 10?/+s 4 12 56-16d 2015 3870 4365 4695 3330 3760 4045 o HGUS414 3s/e 12tis 4 — 6616d 2016d 5045 9600 9600 9600 8255 8255 8255 m HUCQ412-SDS 14 SEY6 11 3 — 14 SDS + 22-16d 5515 10100 10100 10100 86B5 8685 8685 C HU68/HUC68 5'� 5'�ie Min 14 2'/z x2%' 6-SDS'/,'x2'k' 2510 5460 •5560 5560 3930 4000 4000 10-16d �0 , 5%x7/,' S1b 5% 231 Max 14-i6d 4-16d 900 1490 1680 1805 12B0 1445 1555 HGUS5.50/8 12 5'/z 6'3;6 q — 3616d 6-16d 1345 2085 2350 2.530 1795 2025 2180 HU610/HU0610 5% 7% 2'r4 Min 14-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 � � ' + , 14 '� 73e 2/Z Max 18-16d 6-16d 816d 1345 2085 2350 2530 1795 2025 2180 9,4/9'r4 HHUS5.50/10 5,� 9 3 — 3016d 1795 2680 3020 3250 2305 2605 2800 HUCQ610 SDS 10-16d 9 5'/i 3 — 12-SDS y'x2'% 6-SDS'Wx2W 3735 5635 6380 6880 4835 5480 5910 R HGUS5.50/10 12 536 B'Yis 4 46-16d 2520 4680 5380 5715 3370 3875 4115 � HU612/HUC612 5% 9�e 21r4 Min 16-16d 16-16d 6-16d 4095 9100 9100 91D0 7825 7825 7825 9s% ' 14 2r4 Max 2216d 8-16d 1345 2360 2685 2890 2050 2315 2490 11Y/11% HHUS5.5Q/10 5'4 9 3 3D-16d 1795 3275 3695 3970 282D 3160 3425 i HUCQ612-SDS 5'r4 11 3 — 14-SDS''/4'x IV 10-16d 3735 5635 6380 6860 4835 5480 5910 HGUS5.50l12 12 5'r4 10:4 4 56-16d 6-SDS''/45�2'�e' 2520 5315 5315 5315 3825 3825 3825 tz HU616/HUC616 5'/z 12"ti6 2% Min 20-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 o a , 14 514 12"/6 2%Max 2616d 8-16d 12-16d 1795 2975 3360 3610 2565 2895 3110 5/<x14 �HHUS5.50/1D 5'h 9 3 30-16d 2695 3870 4365 4695 3330 3760 4045 �HUCQ612-SDS 511 11 3 — 14-SD5'/'x2/z + 10 16d 3735 5635 6380 6880 4835 548D 5910 HGUS5.50/14 12 536 121A 4 — 6616d 6 SDS''/a'X2'/x' 2520 5315 5315 5315 3825 3825 3825 IHU616/HUC616 5'� 12"rS6 2'r4 in 20-16d 22-16d 8-16d 5515 1010D 101D0 10100 8685 8685 8685 + 14 5'/z 12"tis 2%z Max 2616d 12-i6d 1795 2975 3360 3610 2565 5'44x16 HHUS5.50/10 5'/z 9 3 _ 30-i6d 2695 3870 .4365 4695 3330 3760 4045 HUCQ512-SD5 5'�4 11 3 — 14-SDS Y,5c2'�4' t0-16d 6-SDS "4 3735 5635 6380 6880 4835 5480 5910 HGUS5.50/14 12 5'/z 12;4 4 — 66-16d 214' 2520 5315 5315 3825 5315 3825 HU616/HUC616 5'% 121he 2'f Min 20-16d 22-16d 8 16d' 5515 10100 10100 10100 8685 8685 8685 + 14 5'� 12"'/,a 2'/z Max 25-16d 12-16d i795 2975 3360 3610 2565 2895 3110 SIMPSON StrorigTie Code I Ref. 19, L12, F8 19, F23 19, L12, F6 19 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, F8 ( )) 19, F23 5/4 x 18 HHUS5.50/10 5+/Z 9 3 — 30-16d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 HUCQ612-SDS , 5/z 11 3 — 14-SDS''/5c234' 10-16d 6-SDS'/<'x2%' 3735 5635 6380 6880 4835 5480 5910 HGUS5.50/14 12 5'r4 1214 4 — 66-16d 2520 5315 5315 5315 3825 22-16d 3825 3825 19, F23 HU410-21 7% 9iS 2'r4 Min 14-16d- 6-16d 5515 10100 10100 1010D 8685 8685 8685 7 x HUC410=2 14 7% 9'/, 2'�4 Max 18-i6d 1345 2085 2350 2530 1795 2025 2180 9'%-9'% HHUSZ25/10 7'/. 9 3% — 30-16d 8-16d 1795 2680 3020 3250 2305 2605 2800 19,L12,F8 HGUS7.25/10 12 8 4 — 4_ ID-16d 3735 5635 6380 6880 4835 5480 5910 HU412-2/ 7'r4 11 'A 2:4 Min .- - 16-16d 16-16d 4D95 9100 9100 9100 7825 7825. 7825 19, F23 7x 11'/ -11 HUG412-2 14 71A 11A 2% Max 22-16d 6-16d 8-16d 1345 2360 2685 2890 2050 2315 2490 HHUS7.25/10 7� y 334a — 30-16d 1795 3275 3695 397D 2820 3180 3425 19, L72, F8 HGUSZ25/12 12 7'/, IN 4 — 56-16d 10-16d 3735 5635 6380 6880 4835 548D 5910 HU414-2/ 7'/e 131A 2% In 20-16d 20-16d 5045 960D 960D 9600 8255 8255 g258 19, F23 7 x 14 HUG414-2 14 7'/s 13'% 234 Max 2616d I 8-16d 12-16d 1795 2975 3360 3610 2565 2695 3110 HHUS7.25/10 7'/, 9 3§S6 — 30-16d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 HGlIS7.25/14 12 7'/4 1236 4 — 60-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HU414-2/ 7'rb 13'r4 2'r4 Min 20-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 19,F23 7 x 16 HUC414-2 14 7'/e 13% 2'4 Max 2616d 8-16d 1795 2975 3360 3610 2565 2895 3110 HHUS7.25/10 7'/ 9 3�is — 3016d 12-16d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 HGUS7.25/14 12 7% 12% 4 — 66 16d 1016d 3735 5635 6380 6880 4835 5480 5910 HU414-2/ 7'r6 13% 2i4 Min 20-16d 22-16d 8-16d 5515 10100 10100 10100 8685 8685 8685 19 F23 7x18 HUC414-2 14 7/s , 13%2Yz Max 2616d 1216d 1795 2975 3360 3610 2565 2895 3110 HHUS725/10 7Y4 9 30-16d iD i6d 2695 3870 4365 4695 3330 3760 4D45 HGUS7.25/i4 12 7'/4 12?4s q 66 16d 22-16d 3735 5635 6380 6880 4835 5480 5910 7x14 to 30 For additional hangers see HGU/HHGU on page 107. 5515 10100 10100 10100 8685 8685 8685 19 F23 See footnotes on page 105. N N N W Z a MINIMUM GRADE OF LUMBER UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 10 7-BRACE, BOX To Chard 2x4 SYP #2 SPF #1�#2 or batter WITH I OF WES, VALLEY WEB, SAME SPDCIES AND DRAPE OR BETTER.. ATTACHED P WITH Ad BOX ((0.1.3-1 7.8 ' NAILD AT 6" 00. OR OONTINUEUS LATERAL DRACINO, Boll Choral 2x3(+) OR 20 SP #2N OR SPF #1/#2 or better EQUALLY SPACE, FOR YER�CAL VALLEY WEDS OREATER THM Wobq 20 SYP #3 or butter mamuM vALLEY vmncAL hmoHT MAY NOT EXCEED 12'-0 (+)'24 MAY BE RIPPED FROM A 2x6. (PROBED OR SQUARE) TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH, II'RDP1111Y ATTACFIED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS (+e) ATTACH EACH YAM TO EVERY 3UPPORTINO TRUSS_ WITHI INS NJ/11GN (Z) tOd BOX (0,1J6" a< 30 NAILS TOE -NAILED FOR Poil URIJUS AT 29 00. OR AS OTfSERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN FRO 200*& ASCE 7-10 _1 PH WIND. OR .. ice... mrAN HEiONi. ENCLOSED BUILOINO. EBY VALLEY LERS' SEALED •DESIB IN LIEU OF PURUN SPACING AS SPECIFIED ON EXP. 0. RESIOENCIAL, WIND TO DL-G PSF: CUT FROM 2x6 OR (+++)NOTE•T/WTH THE PURUN $PACING FOR BMCINO THE TOP CHORD OF THE TRUSS LARGER AS REQUIRED bENFATH THE VALLEY IS MrASVRFD ALONG THE SLOPE OF THE TOP CHORD. (+*) LARGER SPANS IAAY BE BUILT AS LONO AS THE VEIMCA4 HEIGHT DOES 4'-0" Max - NOT EXCEED 12-0", BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. ris+r vs,1+ Max • ix3 6'-0"Max Spacing Wba WBxb Wlxa 20'--0" Max (**) SUPPORTING TRUSSES AT 24" O.C. MAXIMUN SPACING, SOUTHERN +p� i t Ri�.FvSS C Fort Plerce Div 0. 2590 10"ga H1 "' • COMPANIES (800 3i dt9 H (772484 h11/,//+w.,,,rylh,m4v,,.em, Fox:(772)3t 8-OG 7 S (2)12d SQUARE CUr SQUARE CUT (+*)TOE ML BOTTOM = CHORD WZe WTx BOTTOM UX F RD OPTIONAL: STUB OPTIONAL HIP END VERLTICA• JOINT* DETAIL s w cs r- r-1 T r-1 >�j Erecifen bracing Is not iho rosponsmv of truss designer, plots monul ndr truss Iabrloalo4 parsons viccling than am odv WnW to seek prop advke regardingg erecllon bracing Which Is alAoys nqufred to prevent t an and dominobp durblg erecliorg and PPcrmonent bracing whkh may be rsgt speatip appikallms. See 'BCSt-01 5lrmmary shoel WIW"Imtour and Mal delkns for handQnp, ImIclOng & bracing mvlai plate connealed wood Imea Ba Trusses ars to bs froded and loslenW in les(ened In a sha hl and plumb TlhrAo no sh oUny is appried I kvcly to Ihs foP chonis, by shall bs bra sptcillad on the g design. Trusses shoilbe lrondle Dilh reammabb care . FF MINA TO LL 20 20 PSF TC DL 10' 15 PSF BC DL 10 10 PSF 80 LL 00 00 PSF TOTAL LOAD 40 45 PSF 1. dBUCIIDH rxm 1.25 1.25 S .N Oo6 e oo n erg oa rra oa c) �j SPF p HF A SP 0 N DFL 't j V SPF HF a� o C7 A SP DFL a v SPF E O HF o N SP :2 ,- DFL i L q=: M F Brea. � I3roNoo ea Craup A oablo Trvea �r r- rM6Nu�� 7X4 8P��YN o18A DUD BRACE 'M',rH91 AT UPPER OM -vmE-. AT MOP OF 41&M SOUTHERIM TRUSS COMPANIES END. Fort PI c7-,;URE C p S ache and MOM& 00UCLA9 F1R—LARCH 50 ER3 PINLr 3 STUD • slvD STnNDARo . 9TANOARO 1 de Sir 1 rmiL TRUSS DETAIL NUfES1 UVE LOAD DEFLECTION ORRRERIA IS L,/240. CONNTINu us BEARINo L0 PSF TO EAU LOAG)— OABLE ENO 9UPPORL8 LDAb FROM h'-0" OUTLOOKER9 WITH Z —D DVFAHANO,DX 12^ PLYWOOD OVERHANG. A ') EACH)�L' SAFAOC 9 ACE NNLS A7 Z" 00. I 1B FORENff ZOI�EB AND h 00. BETWEEN ZONES. tr) FOR ((2) •L BRA"" SPACE NAILS AT I 1 s" kTlb. ZONES ANO 8" DC. BErM ZONES. ^L• BRACINo MU5r BE A MINIMUM OF e09 OF WFS MEMBER LENGTH. R CABLE VERn P Tr? SIZES VERTIOAL NO SP OE LESS TIV+N h-0 1x4 OR 2x3 onEATER n IVW, 4'-0•, our 2114 LESS Tww 11—a. ( ) R g GREATER N 11 —a 2.ex4 RE C M R 99 0 R pEAI( SPLICE AND HEEL PLATES. d HiGD,P BOND/ REFER TO CHART A60VE FOR MAX WWLE VERTICAL LENVfH ErocUan bracing ID not the responelbl'lly of trues designer, plate monufacluror nor Iran fabricator, persons orec(Ing Irueaee are coullonod to Deals profaedanoi ad& ragardin ereagon bracing which Is always required to prevent toppling and dombrcing during eraaganl and permunant bracing which mot bo mqulmd In arcs DIVislon aDppDDclllo applIcallons. Soo '111 -111 5ummory Dhsel Commentary and recommen— N. Kings HIghnuy, dagoBD for handlbs$ Inda(l'ng & brocng molol plate connected good Inures 01). Maximun Total Load 60 PSF' Plarc■, FL 1 48s1 T�� 0 to be orocled and roslenod In fasland In a straight and pphrmb PoailM asog ((772)484-4180 where no wheeling la applied directly is the top chords, they aholl ba braved us SPACING AT 24" O.C. r. ^:(77Z)31B—ao18 oDec�ld on Ihs as dsaign. Times anal' bs hondla with reaaana6lo cars during —ryPiC::��.1 - -MINIMUM- GRADE -OF -LUMBER - Top Chord 20 SYP #2 or better Bolt Chord 2x4 SYP J2 or better Webs Zx4 SYP . or better REFER TO SEALED DESIGN FOR DASHED PLATES SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED 50 THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. ATTACH PURLINS TO TOP OF RAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMffrED, PURUNS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURUN SPACING. THIS VErAL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 1-(e=MPH WIND, 30' MEAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN ROOF, 1 MI. FROM COAST CAT 1, EKP C. WIND TO DL 5 PSF, WIND BC DL- PSF 140 MPH WIND. 3(' MEAN HOT. FBC7f010 ENCLOSED BLDG. LOCATED ANYWHERE N ROOF WIND TO DLrS PSF, WIND BC DL-5 PSF. WEB BRACING CHART WEB LENGTHI REQUIRED BRACING 0' TO 7'9" NO BRACING 10 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND BOX LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER AND 805: ,LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" 0/C. JOINT TYPE SPANS 17P-10 30. 34' 38' 52' A 2x4 2.50 2.50 3x5 B 4x5 5x6 5x6 5x6 C 1.5x3 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 *ATTACH PIGGYBACK WITH B"xexl/2" CDX PLYWOOD WITH 4-#5d NAILS IN EACH BOTH FACES ® '4'-0" O.C. MAX. \^/ c1 r - r-i a tr--i S:-p Erection bracing b not the responsibility of loos designer, plate manufacturer nor truss fabrkalor, persons erecting Iusses are cautioned to seek professional �O'HERN advice regarding ereclion bracing which is always required to prevent toppling n* ,��+w�+ Fort Pierce Division and dsminaing during erection; and permanent bracing which may be required in TCie.la7a� 25g0 N. Mnaa Hi hwsy, cpeailic appficaGonr See 'SCSI-BI Summary sheet Commenlory and reummen- Fart Pierce, FL �4951 dolfons for handrng, installing dr bracing melol plate connected wood lnrssea (1PI). COMP►dV1ES (000)232-O5Dg (772)464-4160 Trusses ors Is bs erected and fastened in fastened in o straight and plumb position Fas:(772)316-0016 JI where no shoaling is applied dlrecly to the Iop chords, they shah be braced us specified on the Truss design. Trusses shall be Irondle with reasonable care during erocGon to prom donbga. -•_-- �C C Maximun Loading 55psf at 1.33 Duration Factor 50psf at 1.25 Duration Factor 47psf of 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 *"* REQUIREDAT'1/3•POINTS OR I=BRACE IS'SPEQIFIED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (W X 0.131") NAILS SPACED 6"'O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. ' ' MAXIMUM WEB AXIAL FORCE = 2500 Ibs MAXIMUM WEB LENGTH Scar BRACE 2x4 MINIMUM WEB -SIZE - MINIMUM WEB GRADE OF #3 Nails� /Section Detail Scab -Brace Web 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. Nailing Pattern T-Brace size Nail Size. j Nail Spacing 1 x4 or 1 x6 10d 8" o.c. 2z4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length -of :T-Brace / I -Brace. (On Two-Ply's Nail to Both Plies) .. ' alternate osition „ WEB, ; %kk Nails t � �L SPACING k 1L/ \`, k k Nails j Section Detail yk,T-Brace \ Web alternate position Nails Web I -Brace Nails I T-BRACE _ I Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size ' 1 2- W- or 2x4 1 x4 (*) T Brace 1 x4 (*) I -Brace 2x6 1x6 (*) T-Brace 2x6 I -Brace 2x8 J2x8 T-Brace 2x81-Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x61-Brace 2x8 12x8 T-Brace 2x8 I -Brace T-Brace / I -Brace must be same species and grade (or better) as web member. (*) NOTE: If SP webs are used in the truss, '1x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with iX bracing material, use IND 45 for T-Brace/1-Braa For SP truss lumber grades up to #1 with IX_ bracing material, use IND 55 for T-Brace/I Bracl .o i L-BRACE DETAIL Nailing Pattem . L-Brace size Nail Site Nail Spacing 1x4or6 10d V"D.C. W, 6, or 8 16d 8" o.c. Note: Nail along entire length of L-Brace • . (On Two-Ply's Nail to Both Piles). - WEB Nails %\ Ar _ SPACING k l } \ t -A Section Detail L-Brace \ Web I I L-Brace must be same species grade (or better) as web member. - Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover 90% of web length. L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing tiNeb Size 1 2 2x3 or 2x4 1 A '^'* 2x6 1 X6 *** 2X8 2X8. — DIRECT SUBSTITUTION NOT APLICABLE L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 =.. 2x6 2x6 2x8 2x8. — DIRECT SUBSTITUTION NOT APLICABLE. Southem muss Companies, Ins True Al SOUTHERN 2590 N. kin kings lfighway Proj=]-Lme: 3735 ,,, C`"' TRUSS Fat Pierce,F134951 � � 5/18^�18 _08:41P.tit loci TRW COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax \b-9m 201717.1 P30d2] gcYiall]]fah4s 1 m 1565 S133n PArh QtY OHL CHR CANPL CANI-R PUSS Spxvlg VlX.7T,PLY 32-H 5/12 4 I-N 11)U ON 0" 1 24in 1481ts 340-0 140.0 61-9 5-%-7 4-0-0 4-0-0 5-10-7 61-9 1-0-0 61-9 12-0-0 16-0-0 20-0-0 25-10-7 32-0-0 5x5- 1x41 5;B- 3x4- 3x4- 5x5- 1x4� 0-0-0 61-9 5.10-7 8.0.0 0.60 5.10.7 &1-9 6-1-9 12-0-0 20-0-0 zs-167 32.60 Loading General CSI Summary Deflection L/ (loc) Allowed L-d B13gCgde: MC20171 TC: 078(1.0 1MQt 082b L/448 (13-14) L/181 TCL M THI-2)14 BC: 082(13-13) V'auz 027b LIM (12-13) LfM TC.: 110 RepMb I—: )& NIb: 081(4.16) R.0 I W& 9 BC.L: BCL: 0 P P. DOL: 125% OwF—,Rc=20 1%e(Hvs(SU(yAo 41:41Z1-9A) (2:1-IZ3-?n) (30.111-)=) (41-12.4-M (4:11-15,1-3A) (SM,%-13A.) (61-IZ"X) l&Il-lij-3II) (7411,1-10,n) (81-123122) (9.41Z1AA) (IDD03M) (I1001SA) (123838,0) (13343S0) (1400240.) Reaction Summary Jr Tile BNC=bg Heya, MakrW Rg7HRVh% M.'Rrna Ma.(3avW Ma''UWgR 1 )b(IWn 1 8n Su+mlbc imb 1344bs _ -817N 9 md(W4 1 8u 1-4—Pbe 122n Ij44bs - _817bs Material Summary Bracing Summary TC TKM5-2013)MN4 TCB9v S.W4 Brros93-KRA de4wtychm BC -T(AL86-2013)422,4 eup[ Bca.* Sra6di.R.* ai4-S.O,Aa6haF yChn 11-14 T(ALg05-2X1)%>;4 TMM54 2)I2)402,4 Loads Summary 1)Th'snnshasb®d�pdfabedr�dxa)0}dbs3mdx d1,eb fpY,shedb,& 2)Tlmi>�hazhmiy'aradl'atnBnbd�Uedsne�*+�+�R���.l0ud,tdabai(y�dinaiiga¢ 165ughutimakE�muegFulyFisind,Cuhkd-T}�B,iii,BCatgmII0�1A0),0.mdBNglins40Rr:Oft h=27ft>'>�,dZmeTna$}idaadu�om�dIJd.=ib0,27,gmWdh4R ' 3)M®msaa@saih do8neoadmx,vblBCTatklfQLl hub®gFW 4)Abdb--b.b-i.pdi' k.g,-&.20pdRaF adn5pffi-dmdba& MemherUnre"Silmmary m,.mram.ar TC 17-1 0093 231s 4-5 (189 -2,401 bs 8.9 0360 -3393bs 1-2 0360 -3j93be 56 0579 418 0093 23bs 2.4 0.784 -Z7�A89bs be 68 0783 _2'�p� BC 910 0718 3 (-1(:Q5ho) 12-13 06% Z425Ls (-IJYAU) 154 Q728 Vmbs (1p76h,) 10-12 Offi1 3Mbs -1HISbs LLli 0824 3=hs 05*ft Wx 2.15 0082 2Dl bs 4-16 0&] -2S m 612 0134 645hs (440h;) 313 OM4Mbs S16 0018 221. (l11.) 8-12 0M -Wh3 4-13 0234 645bs (4396e) 166 0841 -2XN 8-10 om 201M Aube obs _ Addbhh�Southern Truss Companies, Inc. TTussi A2 ��. • , SOUTHERN 2590 Nki N. nd Hgdmay Daeal�mne: 3735 late: 5/1&2018 2,M42PM C � ,M ° -muss Fprtl'ierce F134951 per: ION � COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Ntrio¢20177.1 [Bm7d2] IvFd ffW Dawbak Temolc W Sp- Pddl OH 01=1R cANIL CANER' PLIES Sp mg X.Gr/PLY 32-M 5/12 2 I-M 1-00 (1(10 UOU 1 24k 149RE 34-0.0 61-9 N-9 59-2 31 6 2-0-0 3 1 6 S9 2 G1-9 1-0-0 11-10-10 154)-0 17-0-0 20-1� 2510.7 32-0-0 P b 1 T Loading Laad TOLL: TCQ.: BQL: 5x5 - 5x5 - E1-9 S1a7 B-0.0 510.7 6-1-9 61-9 12-0-0 20.0-0 25.10-7 32-M General (A Suimnary Deflection I./ (loc) Allowed W) SUgQ&: FBC3117/ TC: 082(1-2) 'a(RI 08h LAM (I243) L/180 27 TA 1.2114 BC: OBD(1214) AKI: 027b L/99) (I1-12) L240 70 RePMb'l— Hs MIb: Ob7(2.12) Ib.(R QWd 8 0 DOL: 125°% 1 0AF—X-20 Reaction Summary 3r TIT. beg B.VJM Mamal R#ftUab Mm4RW M"G.LI'M 1' c-Uw b11 1 F53(Php I 1 au �lm}Toe IMM 1�9hs - -817M 8 FIRnLM4 1 a 8u S.A—F 1Blu 1129N - 4817tr Material Summary Bracing Summary TC SP(AI3:61113)4Q2s4 ecup[ TCBaa* �ahalrrA.lma12.9-0,FLfid4 lry�ss 2-4 TK-I C:S20L•3)SS2,4 5-7 T(9MS1 2 MSMA BC SP 9(:S2DL�1-224 exgt BCBr S.I d.P fm.14-IOX od�byCf- 10-13 SP(AIS'b� INDSS2:4 ,t VE. SP(kSC6-2112)tOIa ' Loads Summary 1)Th'slsrahasbandap�dra4�aEdtm lo�dr:aF,�dalsaadmas rorlrffie5aruidlvkue®s1a��ib.49tE1-Ioxibtridotn�nR�ddmiipa 16s u4mKE+Tm�eZllFuh•5dad.G+L Bd GtBn•IIP'1f0).O+co1Bl%3Iils40Po::Of( - h20flRIhashm e1f(Th&d7meT�ugT:Ermdw��e1D3.=11A.007meWdh4ft 3)h(rdm=sb�&gbmmloon,hlBCT4bt1EQ1.1 hasb—ppid 4)Ae�orwlasb®dcgmifaaagessi:allpifl>xFea�la 5ptD4¢dvdhad MrmMrFnrrvc.Rnmmary Tu 4�kra .mm„ caw ar rm . .c .r a•� R TC 17-1 1-2 2.3 0197 0.. 0774 23hs -3$47hs -2719hs 3-4 4.5 56 0571 OM250M OM -2XI hs -2361 hs 6.7 7.8 9.18 0.773 0824 0197 -;719hs -3,WN 23hs BC &9 Q745 3Q44hs (-Ij%5hs) 11-12 0588 2388hs (1j05hs) 14-1 0745 3044U (-ADN) 9.11 019A 3P41f -1 h; 12-14 a8D4 3"N (-1 hsl lslbs 3-14 OD83 �4hs 4.15 OD45 ION (94h;) 6dl 0235 648N (-]a8h) 111 O6R .819� 15-16 am -2,WN 741 Ob71 -819N 3-15 Ob57 -2;568bs 5-16 Q045 DIN ('Aft) 7.9 0M 204hs 3.12 0235 648hs (148N) 166 0657 -2jfi87s Nt IM -817hs ON Southern Truss Companies, Inc. Truss: A3 } SOUTHERN 2590 N. kings Hifjiaey Pa�zcxName: 3735 CaTgmeh'Salo6� TIRUSS Fort Merce,F134951 Date: IorlS � � Page: 1 1T1 T3its COMPANIES (800) 232-0509 (772) 464-4160 (772) 3)8-0016 Fax V-1-sax 2917.7.1 [Btnld2l WerialNersm 1565 SPA Pitch Q1Y CEL CHR CANTL CANER PLIES Shang XNGDPLY 32-04 5/12 1 1-0.0 1-00 000 000 1 24in 1471ts 1-0.0 6-0-10 6.7-6 6-0-0 6-7-6 6-4-10 ME 13-0-0 19-0-0 25-7-6 32-0-0 1x41 3x7- 3x4- 3x4- 1.41 0.0-0 6410 6.7-6 6-M 6-7.6 64-10 6-4-10 13-0-0 19.0-0 2S7ii 324-0 Loading General (A Suinnrary jPTection L/ (loc) Allowed Lmd ad) ftCok: FBC2717/ TC: 0920-2) WC2 039it L/942 0-8) L/180 TCLL: TA 1.2114 BC: 073(6.7) VdLL Ql5u L9N (0) L210 i2D Tm.: 10 RpMbrI—: Vs Wb: 028(39) }b.(R QISa 6 BOLL: 0 DOL: 125% aepF dxX-20 Reaction Sunnnary jr Tt7- B.xCb bo H'aWib Wa id pj#%Vbh MmcRma Mm(hvLw M.W.dLHI I Rn(116I) I Ili,S.A—p- Imo Ij70ft - $I bs 6 I-IIOn4(Wal) 1 8o Smb=Fk. I38u 1}90ft - F41ls Material Summary Bracing Summary BC-�m13)02214 BC � � S-bdmRd.94-2A%bdkby0k.. RSP(ALX'62111)a214 Bs ' Loads Summary 1)7ta„�b�b®d�atame'msmmtold'b�dndr�,(p>sam,�m Z)7L'stu�baslxmdepnifarhedf�dnnihadsoa®danzniu49117-taumbdabvgu$dimlipa 16smlb,•t:•,,«_F �•...�•.�p�, CbKAjB1hVUtu-I1(I=ID0).0-1E1,gD s40fhc5DA 6=20ft1ixFad7me7nx�T1•Lami��ieni]XL=ItD.00ImeWdh4ft 3)M®om8nrmdmc�IBCTabB1601]] ubea�pid MemherRnmengS»mmary T c�M m camas, c.or rr'rvu. tr N TC 12-1 1110 231bs 3-4 0299 .1913b� 613 Q197 231. 1-2 0.919 -2¢41a 4-5 m -2josi. 2-3 OB99 -21015hs 56 0919 -2.BSk BC 67 Q735 2.iZh (-1,7941s) 8-10 0603 I�BZts (-IX4bs) 114 (1734 2,592bs (-1,761M) 7.8 Q735 25931s -1.7941. 10d1 Q733 2392bs -1761 Es vk1 2.11 j 0.112 274b 4-10 0273 217bs (215bs) 5.7 0.112 2751. 2-:0 om -817bs 444 Q183 4341bs (160h) 3-0 0.183 4fbs (71971.) 58 MI -8km z7 1)Ilmd_v�sha9donA��•l0asrdaaxd b,U e2117BxihB�Code Tj�6tCRmdHazl73meEnvW mdlnvndddls�dxbFe6adpl¢beaagt�mnadddtiimdnbdmdkaQar�uQfl ll.+QCc-1)xDfl Il�a���At9/Ili 1. 3)Agniymcmdfata;Cq=104hssbmR4tidbfrpladavaLs®mdq'msabauibi'be7n�M®dem¢pcATHAA I-2102° 'm242 �jl.adtvdtp96odxaln�mMWALSUd)l�g. 6)Bnrvemutrvld,vatnlxshrehN3usmbhmdsa4dfat¢IDo�dmYrbpnilmdd�Yii3ztad�ngdma�lfadxrde�m�effiafims 7))%tal MetTCp'thbei6smettsepmpti�vmornmsneigvmmbtmdewh6daldaJCtapnh�saaosl>uxjaig / -841 bs ON PE 76051,E �� OT owl s/O �NG\\\\�� A� �/llllll111 Southern Truss Companies, br- Truss: MA SOUTHERN 2590 N. khu43 H_°1Wd} PrciedNme: 3735 Canpaiaa'SchilimTM TRUSS Fat Pierce,F134951 Dale: SU2018 20843PM 1>a_W: 1Qt'1 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax dim 2017.7.1 [Bind 21 a I,Ue Dkibabo wcm 1565 SPIn PACK Q1Y OHL OR CANPL CANrR PLIES Sparing UGr/PLY 32-M 5/12 1 1-40 000 000 am 1 24in 146lbs j i 33o-0 1-0 q s 4 10 6-7-6 s 0 0 6-7-6 6-4-10 I 13-0-0 19-0-0 25-7-6 i 32-0-0 5x5 - 6x6 - n 7u a is 7 1x43x7- 3x4- 3x4- 1x41 B1 0-M 6410 6-7-6 I 6-" 171 6-4-10 6410 13-D-0 1943-0 I I 25-7. Mb Loading General CSISummary Deflection LI (loc) Allowed Lod (mo G Wa k FBC21171 TC: Q93(3.6) Wat 039h LM Q-8)L/181 TCLL: 23 TA1 Z014 BC: Q76(6.7) 1 1 d.L Q13h L1999 (8.9) LaQ TCQ.: 10 RepMhtinn.>s: 1h Vb: OA(5-8) HaCR 0.15h 6 13C1I.: 0 .: 12556 QapFmr,1�--20 Reaction Summary jr 'five ftQ..bo HpPBh Metrul RoiBmV.M M.R®d ) axAww 1. :- R Ms1h 1 Ifi(Nhq 1 138h 1341 bs - 4W2hs -842hs Josh 6 HMcrm) ] 13. Mh I=bs - -779hs .7791. 0b� Material Summary Bracing Summary TC 6P(k-9Y,2 M*22x4 TCB d* 9etdQB.i�@-11-Qh&dcgp.b70ba 1 3C SPKW&P0J3)A22%A Dca.&g 3iabnfaArfa 94W6deaptb�•C1vs Loads Summary I)Th'sntahas6®d�nlfarte®'asdueh 10SfWamdsudid-dpi.&.dbads 2)Ilust�hashm draih9aSaCwidhedshaanngs�dd•�ipS l6imphulineKFxpmccABdYF Ce6�ipB�B:sBCa$m•ll(1=1d10).Qaa1HiBIias401bc5011 1M.0C 7�—W7-lOsdhhdal h=21ftT1=&dZme7rus�}3LQadv�m®1e�D:7�1fA,OCdh4ft 3)bf®mdaBha�daursislBC'Gh{:1607.1 hss1xingpid . Meml-wr Fnrcac 4lmmary r d �M ron �cqm�, 4r n nr. m.s Rs4ar ar , eM TC 12-1 12 0.197 10919 231. -2863hs 2-3 3-4 0906 0N3 -2.107b -I ]37a 4.5 Sd 0103 0-10 -2865hs BC 67 1 0.756 2,581 hs (1,840hs) 8.10 0604 11155hs (Ij491s) 11-1 Q7d4 2�791s (1$i99)' 74t Q738 23811a -18a01c 10.11 Q733 25Nha 11239ft vffis 2-11 Q112 274hs 4-10 0272 215hs (215hs) 57 OLM 276N 2_10 0M 4917ba 4.8 0.183 4511. (167hs) 3-10 Q193 451N (-198hs) 58 ow -Mb Truss-to-trussConnections Summary M CmmiTM C ni*T— C—i*md fozk M AAA B1 1..Q12 90dg I CoQ3p311ntSdh0rk5 M 7'nrss Nbscn:23Ij7.7.1 [BuM2) NFdt M DatabaT 1e sax 1565 Span Pitch 32-00 5 /12 i I Southern Truss Companies, Inc TmsS: A4 SOUTHERN .2590 N. kirilp Hghway PrLica vwne: 3735 � Date: 5118018 _()&44PM TRUSS Fat Pierce, F134951 1 1 COMP HIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax i QIy OHL OHR CANT L CANPR PLIES Sparing VIYTPLY 1 1-00 1-00 000 000 1 24 in 149lbs 34-0-0 1.0.0 S3-0 S9-0 5-0-0 S9-0 -' -0-0 1� S3-0 11-0-0 160-0 21-0-0 269-0 32 5x5- 3x4- 5x5- 12 3 4 5 12 5F— I5 3x4! 3x4 ( � v 6 d Sx4-5x4 - 17 ttI T 4 12 11 10 9 B 1x41 3x7- 5x5- 3x7- 1x41 0 60 S3-0 S9-0 10.0-0 0-0-0 S9-0 53.0 S3-0 11-0-0 21-0-0 259-0 32-0-0 Loading General CM Sum mary Deflection L/ (loc) Allowed [cad (pd) BBgC.&: }BC3117! TC: Q78(i6) W C9: Q49is Ln58 (1U.11) Ll180 TCL: 20 M1.2014 BC: Q46" 1601.: Qw. LN93 10 LaQ Tom-: 10 Rp".I s: V& Wb: OM(69) Huck Q12h 7 BOLL: O L10L: 1:15% 01.PFa&1Y.-20 Reaction Summary 3r TIP: ; B9G=*0 HxWm Mabw RglEky Bh MsuRmd Ma�0avlbYt h4.uuww 1 Pn(NhI) 1 871 S +�••� 158u 1340hs - .841 hs 7 HRd(Nan 1 Sn Std fim ISM I-Wft 44 hI Material Summary Bracing Summary Tc SPKS X13)40A TCBacq¢ er}lximtl324HdndelmF,'�% � W 2013))SSNd BCHamg Shm4xdaAtf�et48QB�Sodgmb�Ohss Loads Summary I) itests>$habmsd�niforindf�Asa� IOpi1s►�mdnilFebadplsdaiksds Z)r6c�sahasbmsd:Qmri1[aisnffa6d�wdhadsuemdaoreumA9�7-lo1sfihdo4.ygsffihfmlgw¢ 16s»Qhu4natS�medlTvlYF,�PBd�SI1(t=I.Qg,O.calHigL1ms40t>xAR 11 2 ..,.Tss�Ninaiv¢b�icdD3PIfA.007meWiih4R 21ba's 3)-magnmts&{gu�^•ti^^� IBCTabk1607.1huL—Nu MemberFnreesChi mmary Mbkmdi MmkrTD n 4mm ri4r r .r .rkr �6 TC 131 Q197 - 23hs 3-4 Q774 -2XM 6.7 Q767 -�?3hs 1-2 Q768 -2Js43hs 4-3 0775 •2xolx 7-14 019'7 2-3 C778 -22811s 56 Q778 -2282s BC 7-8 0294 2 h; (l�hs) 9-11 Q431 2�Q2hs (-LMEs) 12-1 0294 Z596hs (-WN) 89 0464 2,861s (-15@hs ]I.12 0.464 2S85hs (-1H59ls 1f8s 2-12 0073 1791s 4.11 090 -306hs 69 O-W -643ha 2-11 0>�1 -Wis 4-9090 -305k 68 0073 1791s 311 0216 5331s (-MU) 59 Q216 5331s (Z70hs) �s� 1)Ttcd_vmibs admASC7-l0as,d..dbj'1,eMJ7BxiiaBvBobCadr 2)\ az.dH-az--6,.6 sd . zlm dtltunsBmFeb�dpisMo�Qa>�9d'dthavdebdmdlBdaaWstilatDfl IL+(Ka-1)xQfl flae�&m subATH/lPl1. �hWij�� �1 bhplablabaL�ndogoc+hsas�m7dbi be7nssAA�dmmpQAh3/)H ]-ig25ntim242 ' 5)Lvdsvdu�stixs� mIdNFRS(h!�•hadbg 6)B•rrtgsmnbaldsvao n lirzbwaal>rLasm�•Imsdx.kaifaraan¢pepmdrnhrbpanmddneTmdtaugd» ValfQcdrh�m�s6s 7)IhlslvedatTCpkhb, slvmvft>ep Avnoinwnmasq,umr�btadatmhhd.•�du¢vepmhod;sanslmyos I lsga-qi. -941 fs Ohs X\PN \�'oi NGEN`SF`��/i i PE 76051 1 � -O ST ¢11 eA�'tm BrimM Blealdy 9nsgTe SusFr�il76Q51 �7 25C7 � ]'iss331951 '• Southern Truss Companies, Inc. Truss: MA ! 01- ,. Y 3OUTHEfI N 2590 N kings FLgh��ay Projed Nan-: 37b Cmwer1 souticnsM Fat Pierce,F134951 Pays. 10f��111s 2�t44PM COMPANIES (800)232-0509 (772)464-4160 (772) 318-0016 Fax W6m-2917.7.1 [&rild2] Material Dgalae wsm: 1565 Span Pdd1 Qty OHL OHR CANCL CANTR PUSS Spas o V UppLX 32-N 5n2 1 140 000 No 00(1 1 24in 148ft 33-0-0 I1-4 54-0 I S-0 S3-0 5-3-0 26990 32-0-0 Loading Lmd (1dj IC12-: m Im : 10 BOLL: 0 Reaction Summary US- 3x4- 5x5- 12 11 10 9 9 1x41 3x7- 5x5- 3x7- 1x4 1 B1 54-0 5-9-0 10-0-0 69-0 5-3-054-0 ,1-0-0 21-0-0 259-0 32.0.0 General CSI Summary Deflection IJ (loc Allowed RigQ& MC20171 TC: Q78(2-3) Vslat Q49b Ln68 (9-10)) L/180 THI-2014 BC: 0.46(11.12) 1811L: Q14is LW 10 LrM Rq)Wl-- )b Wb: OS2(69) khzCR Q12u 7 D04: 125X Cmp =20 7r 7i7 HgCaobo ftylib Mensal RcdEmWM M.Rmd Ma\((kavlklA MasWnl1w M.-Im Mulls I As(P61) 1 8n Sam -Fix lab 13411a - -842bs -8421n 93bs 7 HPA(rh.) ] ISn - 1516 1,291bs - -779h -729h Obs Material Sim mry Bracing Sumrmry TC SPWS36-201 CW TCB d* 9.W.P+foset})-0,Rff doZntyOb. BC T(ld�b2D 3)SSN4 BCD-- 9tmidaRsi=947-0,%bds,obi'Cbm W. 9,(AT5S2012)M214 Loads Surrurra'ry 1)71�tmsl®d�dfaMdj'�dueD IORt'hnntdmlF'1 alpkr;dmibeds 2)]b'ss>ea6azbmtdagnalfah�esdswdWbue�daaeutls49�1-10s�Mobyogu ddudi4art 165rtg8u�aKF�mueARJi'1�fnhM-1ryBuii'nBCntgcn'IIp=10>),O.ssalFAigI5�401G50fl b=37AI1%Fnd7meTs�l4�cmduds�aienilXI.=1FA.00ZmeWilh4ft �Msmum'gbamdarms�IBC'fa61:160/.11asbeae}pid Memher Fhrvm ReRnmary TC 13-1 Q197 23hs 3-4Q777 2=hs 6-7 Q777 -7WL. 1-2 Q7o9 -Z844bs 4-3 Q774 -2,(G4N 2-3 Q781 -2284ba 56 Q777 -2286bs BC 7.8 0303 25851. (1941s:) 9.11 0439 27QSbs (1,5911a) 12-1 0294 2573bs (1948bs) 8.9 0464 2%5hs -1.952bs 11-12 0465 2573bs (-19481a Wbs 2.12 •0073 178bs 4-11 Q304 -321bs 6A Om 44.5m 2-11 I Om -6441. 4-9 O275 -291 bs 68 Q073 1801a 3-11 ;Q217 mbs (-771 bs) 5.9 Q217 M3h 6288 ;) Trvss-to-trucs Connections Summary 11) CmTWT� Ca i gT— C—*OTm m la4n Bl 11412 9Odg I,TYe�cM1anlmA9�1-IOaztd'mved be371]$si7aB 2)78tCRatdkinQ2artMaialenihavamlSfla�dmFeLwdPlslewP¢r�vartdddlamdebd:dlal�mtpasfuD03I.+(Ka-1)Km1II.neandanms�AD&117i 1. `\ M•B� �/� �\ i /I X, 3)kk°W,vtdfatr Cq=I.ONsabenaFpkalb6epht6traLa�nmL�Swk�o.SgaO6dylh7sasMiadamapQATHIfA1- Saa242 4) �faPea inmli nba, atma9wralausiniakhgaikdbr�Muaxrertimatd�il(�wo�eRmaFaS®ay. / /�C �s\` V i �\v G�v� 6)L'adwidsgFfl��ab<v'simMWFRS�j�ha&g 7)B�vgmeeid9iavtn6mbu�bbl9usadvhmdtatasifar ape�hshrb6regmddostuo&�ta (�r� .{ ` % PE 605 1 76051 ogd�tsalfaabcitignm kanoa 8)AauM4WmTClisbhedSumlrpmpsvnnimms'vaukvmmbla�cwbksird5aphmgukssdsao�6�jsh � � 1 1 ^d �` / ST t M7H�.^ay�•df�,i�' nAalhefusi7dbheaina>tisaz.Thni�mdluid'nlalr�shaaf atdq�aUe anit�imm6spFdsibb•ix'fnssMetalaa.w mdn5s 4o;dssi�:.rose,'rd�ala�nn;,g,gadsdq•�f,'r«kess�a>spa�sds�3n+asate�epakra,�e�e'Totp.,mmrdamacnacmealx+s".-dmtyjftvortrbrao,ao„asr„mb,•4:HaigeII�Qaetm Brian Blealdy Casgnm•,In:issmdarsnsdiP3i2762alma.a,�pZ�a�eE,pugeml�s1�!'mpkt�,arotlw e�aediemloramvma�:pbs4wl(s vadaaa;da•smHmsatg.'I< bye'-18'sshdtis5atsao lSp paga'�'13,Wuh isfra4s:al btrsvol8gaulsphr 82 1lyRF'im1R31951 2590 _"q ^ Southern Truss Companies, Yne- Truss: A5 i SOUTHEAN 2590N. kings lkehway Dafe: Name: 3735 Z0845PM f I ,,, �0f�1d'�-� TRUSS Rif Pierce, R 3.4951 �: ICE] COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax NUsim2017.7.1 [Blnld2l MalelialIlafat earn 1-%5 Span Pitch Qly U L CHR CANFL CANrR PJM Spacing WGULY 32-M 5 /L 1 I-W 1-00 000 0." 1 24 in 142 ihs 34-0-0 7-0 7 1-0-0 11-0-01 I3-0 I I 55-9 16-0-0 23-0-0 I 26{s6 32-0-0 4x6- lx41 4x6- 1 12 3 4 5 12 TT 5� �5 1x4 \ 1x4 / 6 4 A } 5x4 - 5x4 - 1 1 7 T' 2 10 9 8 3x4- 5x7- 3x4- i I 0-0.0 0.0-0 I 9-0.0 7-0 0 I 7400 I 9-0.0 943-0 16-0-0 23-0-0 3240.0 Loading General CS[ Summary Deflection L/ (loc) Allowed L.d (� Bl48Cah: 1•BCM17/ Tc: 100(4a) wal: 047i, L//78 (9-10) L/183 TCLL: 20 THI-2014 BC: 095(7-8) Vrd.L 02b L1999 9 L/24D TCQ.: 10 )4¢Mbfloaaa: V. Wb: Qrb(39) Hxzcrc Q14h 7 BQ2.: 0 I30L: 125% QwFe -X-20 BCQ.: 10 Bax('das(IXX4.0: (1:44.1AA) (20031331) (3W,14Q) (44WA%) (500,3V) (60-031"1) (NA14A) (8AM) 190am) (10,%&W) Reaction Summary 3r T = iftCwbo axvi+b Nf sxw ttglaeyzh ), . Rw ). m-G vW bL xyhAL t M-Lw M lHl lz I Fh(mp i t lb Sb %. 158h Lwhs 4W;h •841 hs 48bs 7 HMM4 1,wh 441. -M hs Oh; Material Summary Bracing Summary Tc 9'(/,1-='L-2)L3)@2•,4 Tca-* M tw BC SP(/1SCS2013)QN4 BCa4 s�4e)a3+:Esma1-0w[,a a Baba: ues s'(&a712)m2A Loads Summary 1)7h's4,�hs1,®�fothe�esacb 1a�'bmma,oalua�lds�ama, Z)7h'st,�haslxmd9p,�far6e�msd,»il�dsue®d,�x449F1-10,vhtd'o�,uguadd.,aiipe 165m�utawt;E.pmvrD,B,hFiri�at.r wcc�aa�.Q+�m'IIQ`IOO�O.ca1BO8I5ms401G:0$ b��aAtic..,7mnLin;).136rm1u b—,iJ d a.-IfO.CCZ—Vl, L4R 3JMnnunsaxgatimdvgummda��lliC'G1�k1601.11mbeagyid Member Forces Summary r blm&=M e�>amnRs m� ar�c(m� �.rmade�,asm m n n� lrr� TC I 0.197 231. 34 1=-2,770ft 6.7 0614-2,7591s 111.1 1-2 OL14-2,7--)is 4-5 1= .2,7ML, 7.12 0.197 23Es 2.3 Q784-2416ht 56 Q784 -248Sb BC 7-8 0952 2xlb (-1T-1 hs) 9.10 Os 2A9hs (-Ij471a) ti9 Q4M 27491. (-l.lhs hs 10-1 am 2501 '•]8ffihs V9s 2-10 0131 395hs (348hs) 4-9Q171 540h; (-445hs) LS 0.131 396bs (-348fs) 3.10 0.169 415ht (Ib1hn) 59 0664 654h, (M2Ls) 3-9 0654 654hs Omit) 5-8 QI69 4151s .(124hs) NOtm 1)'Itcdy�,nhssdmAS�7-l0esrdeavdbybe�171i�idaBuaigC� 2)187CRmdHrzCRmehnanalm,dlxxvnIDldi)m7rsd,rbF.dadF3sM°ePmmpmeilddA ioodxbdmdhad.avgatie�➢fI LL+QCv-1)xBQIZnemzdesx,�d,ATH/IA I. � l I I I /� /�//'// 3)AgnYj mtdfe�Cq=1L4)asim,sgLdnh�Leta4ralrsmosd nahass;nfidb�he7nesMmdeoncprADH/IH l-i702SaSm242 4)Brn;�ab�ava8ebpseilpmi.g. \\``1 �A t� \� 5)L�i„ndisln�mMWfRSQdjl�dng 6)BesgBmeeiild,vmnlim6rm139nsmN6md,drelfarcv4anspape,�vhrbpan,a,ddoanrrzdet�.ncvdmebelfadcdv(maxadeaemt [ice`\v \� ` ��/ � \ / ��� <4- 1 i PE 76051 l 'd f ! ST 4OR1D " TI717CEAaQydb'sdvyn3dtefumMlnteaeaa,mnatic7l�dtu�iicJhs;'sb vlmh�(nai�oml,�cmnaspiil6�teLmsMeufineamd�uBulcim®qar,dmiyin,aoftrafumnin s�fu97nixBudlgEl)$ne[AsJm BrianMBI-W / h'risvpn7c,tvo�cnxdlsofexmalep,mn8rgwddgs+lip'ferM,�aryaoa4ds�n9uviSsimnvry�th'Iugrm�eLdame&nB.GensllSg pegfasti¢aulidcmuemAlaannpFats�albrna�udawnlbrsn3cTe i,uagR76031 Cagmy,ln:i,amde,cwihF92-27�Aimc..v+aptaxsme37p�cwt�l,e�,i'ulpb fid atga=18'«4ihi�finean l8pugphbaSdt8',Wed,i�ixntu�,e,anl8er,gephc 2nffnpHwFLPi,.%H3j9jJ Tr A5A ss Companies, h,uss: Southern Truss -.999111hib14- SOUTHERN 2590N. kingsITighway 3735 � Name: 5/190018 2OM46PM °Tnj6 TRUSS Fat Pierce, F134951 Page: 1 Qf 1 COMPANIES IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax I Va-sim2017.7.1 PuBd21 Ntie ialDatb9 wrion. 1%5 Span Pitdh Qry OHL. CHR CANrL CANrR PLIES Spacfig NWI(PlY 32-H 5 /12 1 IN &W am 00{1 1 24 in 14O Rs 33-09 l '1-Qq 5•S9 I 3b-7 I 740-0 I 7-0-0 3i}6 JJ70 5.5-9 I 9-0-0 1E0.0 23-0-0 2fr66 I � 32-0-0 Loading Lmd (p� TC L: 27 TC.: 10 BOLL: 0 9.0-0 . 9.0.0 General »G�&: FBC20171 TA 1--2014 R )Mbrinti'mq: 1F4 DQL: 125% 4x6 - 1x4 1 4x6 - 3x4 - 5x7- 3x4 - 74)-0 16.0-0 CS1 Summary Deflection Tc: 075(z3) vdcpl 0.44a BC: 0950.S) V L: 019h Wb: 068(A Fh2C ' (1146 Cssprad;Kda20 600}QQ) (4003$90.) (5A0390.) (6043-1331) B1 7-0-0 I 9-0-0E 32-0-0 11 (loc) Allowed L/848 (910) L/180 LIM 9 L2q 7 VA`J�) Reaction Summary 3r TT, DmCan. B1<wiL M&Ww RMB VJff, MvMd M® mvldft M.Wdgm 1 �C.') 1 8b SadmFbe 159b 1341W 4842s 7 HRd(Fm) ] 15h - 151. IT79bs - -779hs Material Summary Bracing Summary Tc sP(&9o5-2773)ra2t4 TcB.&g 9abadaAr u12•KRffadsply0bn 3.5 9'(ALTOD13)MA BC T(9-90&20J3)*a2Y4 BCB..g S bdsxAck"3-11.q%J d ntVQ- - Rfc TK30&2312)i02-.4 Loads Summary I)Thah—basbwd:s8na1(7f ffadm 10pb.A-dadl,rb O d®dlmds Z)7h'sl�lashmd�CJ[rrhed}'ead�aiha%uaavda�m�A9El-]0��6iabvg�dfudiQa 165mphu&nakB�mc�FitF'F�Ce61�p,B3ligdt$n?'Bp=IAO).OwalSigIT�40Re50ft h=2)ftMBf dZ—Tsassl3A r.dv b—i3,4F7Q.=1fUO.CCZa Wlh4ft 3)Musmmsrz8easrbadsgha®darmsE:IBCT b1:16n1 bubmaMid Mrmlwr Whmr a G>,mmaw T.W—d-, M b, TD —,.ea Tc 11-1 Q197 23hs 3-4Q455 47761. 6-7 mu-2,7711s t-2 0612 -2,1f2h; 4.5 Q455 -2,776h; 2.3 0.751 -2485bs 56 Q743 -2,4921. DC 7-8 09533 2515hs 9-10 0921 27471bs (]fU4Fa) 8-9 1 0924 2.bl hs -1 171a 10.1 0950 25QSla •1 h fs U 2-10 Q133 393h; (-332hs) 49 Q174 547hs (di0hs) 68 Q133 409hs (-354ha) 3-10 a169 4161. (1261a) 59 01653 6BN (-494h;) 3-9 a678 679he (413he) 58 Q170 418b (1333s) Truss -to -truss Connections Summary ID C, -T. C-viWTM CmViXOTt A.* TT6 A5A BI 9.0-12 9u% �45 6)Ltarilvds3rfbeamstr.admF4 WFRsod�1Jad� 7)BaSgmm+al#�uantrahoctsHhssmA•hmdninttas tianepapmd'utvo�sodd�snatis&aradelas,vdma�self abcdalnm�xacxa 81Fisislp4dm7Cpifihnismstbpeuirivsmonmm�ap6®ab4a�Qimbhl�d&spha0o Fndsaa�fueji� -779M Ohs GEN P E 76051 I � -O MST 0'��S �4 ORID /s o I IA 1MN �\\\\ - Southern Truss Companies, Inc. Truss: A6 SOUTHERN 2590N kings Highway Date: Name. 5/18018 20&47PM .TRUSS Fat Aerce, Fl 34951 Ra= 1 d2 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Visiax 2017.7.1 [Bmld2] MaterWD ba6%asoc 1565 Spar] Pi 6 Qy CM CHR CANE L ' CANER PM Spacil VXjT/PLY 3240 5/12 1 I-M 1-00 000 00m 2 Lin 140N, 7-6-0 34-4 I 7-60 1 7--0 I 1660 I 4I 0.32-0-0 1 TT$ �11 lT Loading Load TC(L: TCM: BCIL: 4x8 HS 18/ 5x6HS18- 3x4- 4x8 HS 18% lz II lu to 44 1x41 3x9- 4x5 HS 18- 3x4- 1x4l J7 HJ7 U71 IM EM J7 J7 J7 J7 J7 1J7 HJ7 12 �5 0-" 0-&0 7-0-0 6-0-0 6-0-0 6.0.0 7-0-0 13-0-0 19-0-0 1 25-0-0 32-0-0 General CM Summary Deflection L/ (loc) Allowed (M) &tch : aC7f117/ TC: Q78(5*) vacp. QTb L/514 C10.11) LIM 29 TH1.3014 BC: 054(9d1) Vnrt: 026b L19W (10.11) L240 10 RepMtrLastae: lb wb: 086(69) Haut 017i, 7 0 DOL: 125% DapF—XA-20 Reaction Summary 2r_ _ TV, BrG.,A. BRNNh Mww Rglft%1 1h M«Rmd h&.G AV& MaxWidLbIt MaxLw M.'ade 1 M(MI)1 8b Svdm %R I.(6u 2,812m - -IMbs -Umft 17M 7 HRw(w.* ] 8i. aadm,Rrc lfbb 2812m - -15Q1m -Mbs Oh; Material Summary Bracing Summary TC TVL9062713)SM4 TCBad* S,amlandiaa14.Zap f d iL by0b. BC HINSOWDB)MA BCBad* -Rd.-140,}Lfud*b,•0bs R8s T(AL90620M02,4 Loads Summary 1)7lmhsbashmdo�nifd b>f s�lOpf mmdudFehalphcd®db.& ?)Th'st,�hazb®d�niCaln9�afxodlvdsoomda„mi�AKi7-]O,uht,dab516u$df diQ¢165mph.,:^.,�_F�.,nxw�,�Rg����]'D0m1D1).QcilH�I]�401hc50f( he]DRH%Fnd2meTnml3tdmludta�,dAZ=IFA.00ZmeWiTh4ft 3)Mmuma,As��•t.,F.onamdmn,�lBC7aLk1607.1 h�sbeaal}dd Lmd Case Ir l: 51d Ine Load Poiw Lca . M-9. I mtin Vh2h3 Imd LbRiffi TpCbd 7-00 Duo 91m Ba(h1 7-00 Dmg 1851a TpCbd 7412 Ibun H91a 24b Bawd 7412 D— 18m 24a TpCbd 1 9412 D— 119m 24h B4Ctd 9412 Dm 18m 24h TpChd 11412 Dom 119m 24b ' Pl,m4 11412 D— 18m 24b TapChd j 13412 Buad 13o-u D— Doun ISM19h lam 24b tab TapChd 15412 Dum 119m 24i, Bt(h1 15412 16.11.4 Ihuo D Abs24b n9m 24b \ / � a`��/ 111CM 6.114 Ta cw 18•ll-0 Pd(ld IB-114 — D— Ib„o ism 119m lBm 24h 24b 24b iY � �`CENS `i— TpC1id XHI-4 Dw D9m 24u \� `L� ]ipCbd 22-114 a.. 119m Nia PE 76051 i B.QA .22-t14 a— lam 24b TcpChd 24-1H Dian 1191. 24u B chi 24-114 Db ]am 24n t TapChd 2500 D— 981v ^^ST Baod 2s4a naa, 18im '4 / N s 0n i lEN Southern Truss Companies Inc. Truss: A6 =` SOUTHERN 2590N king Bgh- ay Pr'otedName: 121ie 3735 ias2ls 2fl8:4', PM I Ccrrynlat �0111J1(75 TRUSS Fort Pied; F134951 Pa}�: 2 (1F2 COMPANIES I MPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax ! 1Frim20175.1(Bu17d21 MilerW Rat kox' mmiore 1565 S131 Pitch I Qtl OE1L OE1R CANrL CANTR PLIES SFaefix WGDPLY 32-M 5/12 1 100 1-00 080 1)i)0 ? 12in 140ft LmdCase]31: StdDmdlcad Pont Loads Madn� L..i. TYram Lmd T,byft TIrC'Dd 7-00 lawn 551s idt(ni 740 DL 238bs 7ipChd 740-12 am 711' Ni. 13u(bd 7h12 D-6ahs 24b RpCLd 9412 r v 716s 24i, 13fC1d 9012 D— 681bs 24b Tcp(bd 11412 D. 711. 24i, firCM .0.12 D— 68bs 24i, TopCad 1.3412 D— 71b 34b axad 13-0-12 law, 6131W 24i, TapCad 15412 Dm 712s 24n Bolc d 154-12 lawn 68bs 260 7hpO,d \ 1611.4 D— 71bs 24u 1d4C2d I6i14 Ibun 68� 24u Rpa,d 18-It4 D— 711s 24b wC'hi 19-114 Dour 68bs 24u TipCad 21.11.4 Dh 711. 24i, Bac d 2FIld lain 68hs 24i, RpCLd 22-114 lawn 711.. 711s. 24u BxChl 22-114 D— 68bs 24n RpCbd 241 t4 D a 711s Nin 31c d 24 4 Dw 691s 24h TapChd 2500 D— 36hs 13am4 251M l.. tabs MemMr Fnmrc Glmmary Trt<.�e4 4 In rtv m K ar n . • .n a wr. m . ,r TC 13-1 OW7 - 6hs 3-5 078D 5A%be (4XI13s) 7-14 0027 6bs 1.2 0314 4.465hs (3.464hs) 5.6 o720 5ASh (4X21s) 2-3 0766 56i86s 4361 hs 6-7 0529 4.454hs (-3.464ht DC 7-8 0417 4{E61. all 0543 -5;Mbs Ibl 0419 40F. 89 0405 4=bs 11.12 0408 -4 h: Vbs 2-12 0.151 3716s (-Mbs) 5-11 OD44 -796s 68 0.151 3711s (-2571s) 2.1 0848 -tF93ht 59 om 749h; (-415M) 311 02i4 T38bs (-414hs) 69 oiko .1,718b, Truss-to-tntss Cotmections Summary 11) C-idT— CanN*Tm Csm3la(ffiC And: Tr9 HO A6 740 45dg Trio n A6 7412 9Ddeg Trio n A6 90.12 90dg Trio 37 A6 11�12 wdg No n A6 13412 9odg Trio n A6 I50.12 90dg Trio n A6 16.114 9odg 7T40 n A6 I8-114 90d!g Trio n A6 2L114 9Ddg Trio n A6 22-114 9Ddeg TT10 n A6 2Frll 90dg T19 Natm M A6 23 GO 135d4g OC-I—dl011VdwG. 7)1�14,®e�skmaoesY,dosrtffpbss �,,shai;�allriflaa,f uhcamd„sP1i'��h S)t.e1 15amgd,xllrr4a�,eibod,�. 9)A1fe�,esndnnm2-lir�a.,n,��d lOjl�kn 19ad2sdpA•d,albemygrdfims�+epislx IQ/,m+i. 1I)Isai„6dy8hmainslmdmMVhRSQirhudog 12)13eunanwbiddwnu/in6a�liinsmA' hmd�t<lfQapmdiv]abgai;'arddu�,nr,&aY�dq,aq•dmabralfaahrde4nmrciir i� 13)F4ts6aW etrCpibk�su,mhpm�nclnvrcmbtm4cubUdd��mlMsamafr>� VNGENS�.;4;22 �i PE 76051 i I — I 1 'O ST r O �� A-f r-j i ale '� 4OR1DP. //�/�ss/0AfAL ENG����\\ Southern Tmss Companies, Inc. Truss: A6A 2590 N. kin FTgilway � �� ; 35 SOUTHERN � Lama: 5/18M18 206:4811M TRUSS Fat Pierce, F134951 Pagm: I o(2 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Umiom 2017.7.1[Ba 2] lvfataialLll�talav .- 1565 f Span PAdi Qty CHL 01R CAN(L CANPR PLIES Spxn VWCI9PLY ! M-ao 5/12 1 1-00 0010 000 am 2 12in 1381bs 33-0-0 �I 7-0-0 6-0-0 6-0-0 I 644) I 7-0-0 7-0-0 13.0.0 1440 25-0-0 32-4.0 4X8 HS 18 / IX41 5X6 HS 18 - 3x4 - 48 HS 181 19 1X41 3X9- 4X5 Hs 18- 3x4- 1x4j HJ7 J7 0 J7 =1 =1 Q =1 J7 0 J7 J7E J7E ElaF 0-D-0 7-0-0 6-0-0 6-0-0 6.0.0 7-0-0 7-60 13-0-0 19-0-0 25-0-0 32-0-0 Loading General C& Slmuuary Deflection 1J (10c) Allowed Load (pA) B11gc.&: FBC2017/ TC: 075(2-3) IMCRI 07tu U531 (9.10) L/I80 TQJ.: 20 TA 1.2714 BC: 066(7-9) Vdl: 025a LM9 (940) L240 Tm.: 10 Rq)wr. x: Fb Vib: 081(69) Rmat 0170 7 BCIL: 0 DOL: 125% O>�rsbr,IC�2D Reaction Summary 2r 17 IBRmmbo BMW& hb$,W RgU*y (, map-d MmcCr4v(.}>bt Ma:WidLw Mm.Lw mWbk I Ri(%V ] 8o SabenPiY 1.63h. Z736h - -Wft -wh 33h 7 HM(—) ] ISb - 1.87b 3J67h - -2,133hs-2,133hs Ohs Material Summary Bracing Summary TC T(AL9b2(113)SS- TCBaag Sn6elarAtimei43QF46dalmbym+s BC T(ALti6.20 3)SS2,4 BCBad* q atda•Pli .0-9QAdiodemtyChn VAN T(ALSYMn)(3h4 Loads Summary 1)Th'srmsMslms�nifarM�'at.�ev lo�(mmmdaF�atNsdmimm Z)Ttmtushasmn�.�tvm�nsafwcdhedsoe®dadxuaw�l-lo�s�he(ahr.,ggu�aLeiga t65mphu8mxgH�pmve)�RuvFndml.Galil3-ipHdlosCa�•B(f=lll0).Ou�IHkiBIiva40fb:soR h=20RTi�t@dZmeT�,fl>mdmiu�mos�etI7C.ip1L0.007.meWiih4 N 3)M®nm3rag<au:hadvgnamdmeist7BCTab1:1607.1 YnslaaayrZd LmdCamLr1: StdLi%c1md Pbid I M4nhd Imvi Di fi. L d hbum Topmd 7-M Dam 98h BaQd 7-00 Dam 18ih TapChd 74L Dam 119h 24b Ebrm 7412 D— 18h 24b TopChd 9412 Rmn 119h 24h Bacm 9412 D m 18hs 24b TapChd 11412 Dam 1191. 240 Ba0d 11412 Dam 18h 24h Chd Tl�m1 13412 Ibm 18h 74b \\\111 1I1 I//// 7opChd 154am 12 D119h 24b J Bo 1412 @m 24b \ \\ M TgpChmd 17am 412 D11919h 14b Harm 17412 D.. 18h. 24b TrQaa 194.1 Dam ugh 24n \� ��/ wchl 19412 D.% 18h 24h T.pmd 21412 Dam 119h 24b \ B.tOd 21412 D— 18h 24b \ Tcpad 23412 D— 119h 24u r Bac2d 23412 D.. ,8h 24n PE 76051 �I = TapChd 23412 D.. 119h 246 B Od 25412 Dam ISh 24n Bxad 27412 Dam 140h 24b _ �,1, A j Bacm 294E Dam 140h 24b MI 31412 Qrm 143h 2dn l ST s�4 GRID ////'901VAi}EN����� IBgaug.Tfae I ii Southern Truss Companies, Inc. True A6A SOUTHERN 2590 N. king H omay : 3735 Paje�31e: Canpoua>tShcltinsTM 'MUSS FatPiercc� F134951 1bte. 5/182018 2-03:48PM per. ,�, Trlis COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax V-6m 2017.7.1(&uild 2] NUt nalDabbasewsm 1-565 S13an Pd-h Qry OHL CM C*UL CANER PLIES s/SFdcu>8 VIYiI/PLY 32-00 L 1 1-0-0 om ON ON 2 U ul 138 N i LnedCase DI: WDmd Load point 1=& Mmdse I L..in Dr fi. Lmd TrbWdh Tupmd 7-N man 56bs BaQd 70o EtK. 2381. T.pChd 7412 D— 71 b9 24b Edc d 7412 mm 68ln 24n TTChd 9412 Ibnn "b Nb d BaC 9412 mun . 6sh 24n Tapard 11412 Dnsn 7rhs 24m Bxad 11413 D— 68b; 24n TOPChd U412 Ds 71 hs 243 _ BaQd 13412 mm (labs 24n 7apQtd 15412 D s 71M 24n BaQd 15412 row 6Sb 24n Ipaid 17412 Don 71 hs 24n Baad s 17412 mw bah; 240 Tepald 19412 D.. 71 bs 24n � Bktm1 19412 Dv 69h 24b Tapabd 21412 D" 71bs 24b &bard 21412 D— 681S 24n Tapa.d 23412 D h 71 bs 24n Baad 23412 man 68b 240 7apard 254L D—A 71hs 24b Baad 25412 loon 686s 24n BlC d 27412 Dash 142hs 24b BYad 29412 D.n 142hs 24n ' Baal 31412 D— 1426s 24n Member Fories Summary Tbi:b&.l.n4mm,�� oddrag(m��.ra�rm �lra� Tc I lit I 0E ._ 6hs - I2.3 C754 5,47)hs (-4;41ha)j56 a7N SJxb (r1,168b)l 2.11 311 Truss-to-trm ID OICM -1 f.051a 0234 737hs CmDeetions Summary "T— Qmyi.T— 59 0244 (41W) 6.9 09V cwy g Ld 7FBba -14615hs Arsd: TT)4 m A6A 7d0 313ft ins A A6A 70-12 Z ift Tr15 37 MA 9412 Mft TTIS 37 MA 11412 Z70dg TT15 A MA 13412 nft Tn5 JJ MA 150-12 -Md:g. 7T15 P A64 n412 27odg TT15 rl A6A 194L^ ZXdq Tr15 A MA 21412 'nods TTLi A - A6A 234L 27od{ Tr 5 )7 A6A 254L 270d:g im A6A 27412 270dg IT16 J7E A64 29412 Tod$ ' TT16 nE AGA 31412 -,)oft TTS Notes: A6A Bl 7412 gOhg CBGI rovdlodi•Lkaan r Southern muss Companies, Inc. Truss: Bl �+ t " 12 x SOUTHERN 2590 N. kin Higiiwa y Projedl kne: 3735 Dale- 5/18201S 2fl3:49PM Canlu3dSohuionTM TRUSS Fort Pierce, F1 34951 Page: loft Tn35s COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax vasim 2017.9.1 [Blnld2] Malui;dDaL�Ncrsm 1565 Span Pitch Qy OrIl CIP, CANPL CANER PUB Spacing V.GrpLY 14410 5/12 1 am 00-0 04D0 000 2 24in 711h5 14-0-0 i 3-6-0 360 380 . 3.60 10-60 14-0-0 � 54t5 HS 1S- 12 12 5F— --15 3x4 / , 3x5 4 h 6 v a 54ts - 6xB - 5 T8 7 6 1x4 1 7x7- 2x8 1 A5A ASA A4A A-- 743-0 10-" 14-0-0 ' Loading General CSI Summary Deflection L/ (loc) Allowed I.ad Bki Qk FBC2717/ TC: 067(1-3) NWRI 025u L/612 (67) L/180 TCL: Itf) TA1-2014 BC: 064(56) 1h LLI 01b L1999 (67) Lf140 Tom-: IO RepMb L—: Fb Wb: 070(4.7) H.M' 006u 1 5 BOLL: 9 DOL: 125% OapRdWXa`20 Reaction 5 HRd(WXfA ' I ab SniamF4r 3.10it S 49bs - -3psbs Material Summary Bracing Summary TC W(AT'r&2013)faN4 ergt TCBamg �ah�aA+ism3.5-0j4foh b�•acs 3-5 T(AL906-2713)SSW BC T(AL9C&2D:3)SS2vS BCBj* SabalaArism500•Bafodsznb)Oms Wt. T(AL9'bm2)i32r4 empe 3.7 T(AL9=D13)42214 Loads Summary 1)Thetishsshmd� dta'tndj'atdub loFd'kmndvdFrtelp4sdadmds 2)'Ih'st�hasbm�d,fal�e>Sofxodmisn�taveuibA9�l-l0ufi�o3�.vg�ecd•Ioaiigz¢ 165mpLulmaCEapmcdlFdvFn�CeCet}pn'IIp`1D0),Qaal�igl�v101bc501( b`2oftw1>adzo,�rn�rt�md�,s�enina.=1ao.ccz�wan afl 3)Mriom3+npraarba3lRoamdm'm�18C7 hklCaLllueheaspiil LmdCaseLrl: Sidliwl.Dad }bird Loads M.aw . maim I1aSn Lmd TrbWib BI(M I 7.&L'. D— 1p566s Batmd 90-L D— 63M 240 ffi0d 11412 D m 639bs 246 BotOd .12 D— 639bs 24u LoadCaseDl: StdDaadLcad MIA Loads Mmdv i Inaem I)inim Load TrbWih ' BotQJ 70L 1T�m 1A671e BoOd 9412 D— 6401. 24b B:Ymf 11012 Db 640bs 24b 9i0d 13412 D— 6401. 24b Memher Farr" Gomm m T.H 6&—Mnd� Tnl r V .m• Mf r m .c .rws m • ry t� TC 1-2 0812 2.3 0256 - 39391. ast5ms (-3,662U) (-3MM 3d 0365 4-3 O42 3�%I is Omit) -5,%4bs BC 3.6 0638 4Ai6m (-0161a) 7-8 033D -3(i bs 6-7 Ov4 471%bs 48166s1 8.1 M40 -3602bs Wbs -18 0034 10814 (-SBbj 3-7 05a -2AObs 46 W7 2-7 00M -781. 4-1 07M -Ib oft Truss-to-tnss;CDmwctions Summary ID CaaidT— r—vwT a (3m4p� A.* 7T5 A6A BI 7012 90dsg 7T6 A5A BI 9412 soft TV AAA BI. 11012 90dt T78 Ara 31 13012 90dg 48bs Obs \\ P_—__ ��CENSF1 1-:�i PE 76051 �"N++M I ST ,5;, �4 0R11D /f j/Ss 0NA, I�NG \��N Southern Truss Companies, Inc. Truss: B1 'Pn SOUTHERN 2590 Nkings HwaY lJme: 3735 Ilene: 5/184018 20l349PM Canpm�xsduli�TM TRUSS Fort Pierce, F134951 Parma: 2aP2 COMPANIES (800) 232-0509 (772) 464-4160 (772) 31 M016 Fax erica 2017.7.1 [BuM2] Iv1<1k,ia1113raba pion 1565 sp- Pitcb Qty OUL OUR CANIL CANER PUPS spacig NNUDPLY I 1440 5/12 1 NO ON ON am 2 24in 71ft NAM I 1)n kd6psb vdmll.lE7•l0asrdamedlybe3717BxdaB xk 211VnCR;mdHt CR i—i Iaodlimm�tnlddhtimeBrbFr6adPYstraWimQaoidddYmnduebdodkud°xeRn°tiasIIflTL+(Fc-1)xM1 II.bemdmretNA/fH 1. 3jA W➢5m�dfal C9'1Lq� 6ma)p61u1rp1arLnaLe� i a3nas mfidb)kTnms &. uempc4MH]- S�n242 �7LGaac9avlfal�muB{•beserepcpA•mdtvo�ssxsarefaalpLsTeoiimnalhu�idulldedadecdedssfabl�TC-1 mvd101T>+Laant�k(mu013Tdax27•�lmgj!g I?oc,BC-2- 10d BC7412,(&) 30rdn.<278-k.0 5)�y1mQ��adfi:,ih,�a,�ey,�p�iid(by dns)beaWea¢us�avt 6)5mlf,_waavhekm0oaicd�nYffpnr$Smesla%zful6�ul6mma�mptj i>attdta>p�serulnd,dh 7JIatrallremP$al6oiaddbea&pH. 1;)Nfa�us�mnmbl¢l�wisobcxi coed 9)N�nlsand7�p1•�Ibcm�eMfimauuicpisbp ]flleaeispeu+g IgLetniwodupvhafniKlaalmMWFRSmylxd� 1l)Bmogmabnl9vx�nMM„mhl3iaznd�hmdai�farrbpaiSmddoaMud'mrahlagdmaerelfaohede�nm®7ee� 1T)Po�boahimTCF=itmal-'unaMPnTi1h®ans�limmbreu4awlbldffiptea@nkedsaaash�pies ' CENS�,�`��ii PE 76051 [1a•+ M --0 / ST �Q 'Al .,4 O_R1D N I Truss: B2 Pr*dName: 3735 • { Southern 11 uss Companies, Inc. +` SOUTHER N 2590 N. kings Highwdy TRUSS Fort Pierce, F134951 Date: 5/1"38 2.0&50PM Page: ION Thu COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Nb6ac2017.7.1 [3uild21 Nkdena1lanlb 6 wnq'cn 15G5 SPI Pitdl 1400 5/12 (ty l OHL CFR CANPL CANI'R 1-0.0 140 000 PM Spldng VrG77PLY 000 1 24i0 48lbs 18-0-0 1-0.0 7-0-0 7-" 1-M 7-0-0 14-0-0 4x5 HS 18 1 0-0-0 i 7-0-0 7-" 74)-0 14-0-0 Loading General (A Sunmary Deflection L! (loc) Allowed Load (W) FS#Cnde: IBC10171 TC: 094(2-3) VnQr 017n LW (4-1) LAW TOLL: 20 TC L: 10 P.Pmbrl.—: TR12014 1B BC: 0153(4-1) flab: 0.13(.9 Vda: O1Dn Hh cpl 002h L099 (3.4) LaO 3 BOLL: 0 DOL: IB% trnpFsa,ICa'20 BCIL: 10 BaeCff,,*W(YAw):I (144J-90) EN3-139a (3441AIl) 4043-M) Reaction Summary 3r TPaa BaC—bo axWih Wbid R4dB¢NBh MUP-d MraO—tut M.WndCbft M�.LbHt 1 M(P43) 1 8b Sa6mRae ME mft - 1. 3 Ma(041) I 1 Sh SaimRx I50n CU. - 402h; Material Sunittary Bra Smnma TC SP(A-< M7013)@2c4 TCBg 3.tW ftx3-d•QBdod.nby0h. BC SP(ALSOSID O-M BCBad* 9- MRd-734111&dspaby'M- VAI. S'(AL�2IOg132A Loads Summary ])Th'snxsbasbmad �elfMhedTaadoeu ]OpdbmmdndFdnllisd!ndivA ?JTbstr�hazb®�rMt,edj'�d.�odmdsne�mam+s�laoumhdo►w,:guaddaay,a 1f6w:6u?a�E�eItAJ,•Fndml.GeH3fpB,iiveCalgv3•nP�Imy,aaalH�Il�aolhsolt b;2041txxF r7....TneyT1ticnlu�,cu�lanlDrl,10.CCImeWdhdIl 3)Mr�mm®oimv.+�IBCTe6k1607.1bula®a�id . Member Forces Summary T�mmeM,+�a��a(s��orMq(na�r�dea,�lrao� TC I>1 I a177 21ha 113 0" -999bs I I -4Mh Oha 0-0-0 '1811111IM",- SOUTHERN TRUSS COMPANIES Vb siac 2117 7.1(&n7d 2] sp. I P1ch Q4Y 14-M 5/12 1 Southern Truss Companies, Inc 2590 N. king If i#lway FcxtPierce, F1 3495 1 (800)232-0509 (772)464-4160 (772)318-0016 Fax 1-010 IN 04" ON OHL Cm C4NrL CANER Truss: 133 Prgj d'f, ante: 3735 Date. NISM13 21)Q50PM Pag: 1 oft PIM Spac9 Y)GDPLY 1 12in 50Itb 1-0-0 5-0.0 4-0-0 50-0 1-0-0 5.0-0 9-0.0 14-0-0 4x5 / 0-0-0 4x51 5-0-0 I 4-40 SO-0 5-0-0 9-00 14-0-0 Loading General (SI Summary Deflection L/ (loc) Allowed na Id (pd) Bu8Cadc FBC20171 TC: 099(2-3) 1Mm2 n16o L625 (� L/183 TCLL: m TH1-2014 DC: 0.56(56) \6t1L: On6h LI999 (51-6) L/2f0 TCCL 10 &pMbrI— Tb Am: Od4(K IbaQC 00iu 4 BCT2.: 0 nOL: 1S"6 6VFad�rX-20 Peaetlon 4 HR61(Wa3) ] 8n salf—A. limo 943bs - 618hs 618hs Material Summary Bracing Summary TC sP(XSC6.2713)fa'h4 TCaeahe S da!l P finW.9QBdnde6pb/O1— BC TW.S'.62713 CM BCa�d g 9e nl R*.A3-MXb&dm®byCbn vbs TK-I"6-Z(1121ON4 Loads Summalry- ]1T)m tvvbm�dsgnlfabe�atdeb]0p9bmmdndFebadp1MWb.& Z)Tlscn�trsbaad ip,nira6edfe>sdoudtn%nooaaa�ua.acE/-to.ubh!on. �srhfmiipe]65Mhufin�,EV—]W'EmhWlC bH4gBdf%Q"B 0`1001.0—IBlglSns f-501( h=23QTk4Fd11mern�ti�cmiu�¢�1e�dD3.=1tA.cc7.crnviihafi 3)Mr =alb(ao�.Ias=. hIBcrb>rlemalmbmappT�d LcadCascIA StdLheLoad Point L A f. I men 13� Loud Tmatm Mpmd I 300 mN Oft axrnl 540 mN vh Tlyad Sou m.N SIRS 24h 13amd 540-12 mN 15b; 24b T,pChd 74112 D— 81bs 24h BiOd 7.0.12 D— lilt 24n Topmd 8.11�4 Dmo 81bs 24h BICKI &114 MN )5bs 24h TopChd n00 mN 108h alai 9oa mN 25h LoadCwD1:StdI dTcad Poirdrzads 2.4md+e 1 aion tiaun Ind Trbv m 'rapad Boa mN 74It W(M 500 mN 69t TapCbd 50.12 mN 48bs 74h F.M1 50-2 man Sobs 24h hpChd 7402 n— 48tt 24h 131m1 742 mN MIS 24n T.pChd 8414 D— 48h 24h 131SO0 &I)4 mN 3Dh 24n T Chd 90O mN 74bu B.1(Id 900 a, 69h Member Forces Summary rm ��f4 a� 1nm.aati1! rmm�r.rao raBem rmnsm vlraal TC I7-1 n113 --12h; --- - _ I13 O-W 2$40be (. xii.)l4S 0113 ]2bs &.1 -M Obs M. BL f i / PE 76051n� 1 ^LS ` � ST 1 ip ORID s'pNAL eNG%\\N ISBa 4*�r S Southern Truss Companies, Inc. Truss: B3 SOUTHERN 2590 N Uigs l4way ProjectNalne: 3735 CanpalectlSduino'"' TRUSS Fort Pierce,F134951 Late: 5/1&2018 2.0:51 PM paw: 2o'2 COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax �9m 201717.1 [BvAd 2] A41te,W ,msicm 150 Span PAch Qry CHL CHR CANM CANrR PUPS spacM WGF)PLY 14-M 5/12 1 1110 140 000 040 1 12iu 50ka Truss-to-tnm Connections Sunmrary m I' C-WT— C..;ceT— C+i4ma MIA! Til HIi $1 540 :ling Tr Ji $+ So-W ZK14 7T2 S B3 7412 M69 Tr .S Ri S•114 --Mdg Trl Hb Hi gpp yiyg Notec 1)T1mi�e6ndonA`XE7-l�asrdaa�db�6e7iH7HN}aBidirpCad; , I)WQ2edHrc42mefnnialsrdipfvaWhf)�adrbFekndPhstrca�'�dd9dndnbdrodbad.mor�a�IIfl LL#s-I)a�9I7.ne��ADHAA I. -r)%Muiy®a1feN;C-0=104haz6®q¢niblr{�eFabaU �aLaaz�ivfi�kyheTnesMm�aenncP�' �1-=Se .242 �RaNrad�attraoaP�++P�P��B 5)I.ihl��nl�Qift�o�xch�sdmMWFRSQdp6adng �Bw�,tmatel�Lwnulra6vmbkLawdbmd�rnitar�m�a{vpm3 iarnga4mddoamidafsd�ogdmalceltadcdvmmiSdraSom 7)AvabratdatTCpth6md�ull�epmSd�m �mie W vm4audtsi� dad���i� it Will \�\ PN M\. St ��/�i N — \���� GENs�.`���i PE 76051 \ — I 1 `�- M -0 ; ! ST r Zl�`.40R1Qp:����� s'910 AL ONG\\\��� �/111111110 0 t . Southern Truss Companies, Inc Truss: RE SOUTHERN 2590 k kings Highway Projaa Name: 3735 �`nIlp10�21rt �I�1�TM TRUSS Fat Pierce, F134951 Ikte: 5/182018 2U�51 PM Page: I or 1 T„ COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax . Vb2!im 2017J.1 [Budd 2) Mtxia1L7iWbas6%ascn 1565 SpAO I Pilch 740 5/12 Q1y 3 OHL 01R CANCL CANPR 140 PLIES Spacing VrC7TiPLY ON 000 000 1 24in 261b 1-0-0 7-0-0 7-0-0 A i 1 T 0-0-0 Loading General CS1Stmunary Deflection (W) BUgQ& FBC20171 TC: O3](1-2) 1hsCR 027is TCLL: x TH1-2314 BC: O33(3.1) WILL: 0A§n 0 Rl— Vs �: 013(2-3) }h2cpc Oo 5na.L: p(_: . = 6epFadr.Ka=20 Reaction Summary 1.5)31 3 1.5r51 FA-6 A 0-0.0 L/ (loc) Allowed LM ((3•1) Ln744 0 3 3r file BKC®ho B.xW1h Mebal 1 -(--D 1 8n Sf=Fix RcdBrgV41h Imil MaR d Ma Oa Lta Maxy&dLw Maw 338b - -181hs -187b 3 Final(r—) 315b - -2151. -2151a Material Summary Bra Summa TC S(AL906-20 .%2x4 BC 9'(4.10,30g422x4 TCHaa9 9.aha1QA m634B+Iod sbpm*% Bcaad* 2.bdaR f.mC"4R&d*bi'Ohrs P8s T(ALS.5201 ION4 Loads-Stnmra'ry 1)hanr$hasbas�rQhediasAm 10prhoatadxnl6ebafplsdsdlnd 2)Thsts3huh®dT¢ifa6r-dab—&d dsna®d6D,0CZ1-WJh4 shMoRrtig>�dfrefipt 165ogh�s:•••aF ..ne... yF IBL'�'IIQ'11aAO�al 401bs5011 h=XlflllfFidZarTnsllEsamlu��¢LDQ,=1f0,C1:7noeWiih4ft 3)M .—"er. di'gi.-i.—s IBCUW607.Ib b=.W&d . Member Forces Summary TahBndistsM�w��oa�mr�i��.r�rae�„a,xalr� TC Fl I0033 gb 1.2 M -34ffb BC 3-1 0�78 -354hs va. 12,3 10132 415b (223b) Truss -to -truss Connections Summary ID CvxwT— Cs nivT— CarvivaEd Ave: Tn6 M A64 Tn6 im A64 Z7b12 2914L Zndg ZAdg TT16 37E A64 31-6L Vus Nobs Ohs \\ ��1111111//// \� `PtJ M. SLP r PE 76051 1 � 1 t i MST r �O OR10 N�� s 01VA11111iI'ENG N 10 Southern Truss Companies, Inc- Truss: 37 SOUTHERN 2590N. kings Highway ProjeaName: 3735 Lam. 5ng=8 2:08:52PM TRUSS Fort Pierce, F1 3495 1 Pave: 1 of 1 Tr„ss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax \Frs m 2017.7.1 [&nld 2] MderLdA3ta13asewsioa 1565 SP. I i'ach Qry OHL aR CANrL CANTR PUPS Spacing V�T/PLY 7-M 5/12 20 1-00 000 000 W4O 1 24in ribs 7-0-0 i-0-0 A6 A6A Loading General L.d (-�O 01gcb&: 1HC2117/ TCLL 2i THI-2114 TCL 10 ngMbd. x: 1B BELL 0 12OL: 125% BM: 10 1ktUZ(J4XYAm):, (1K-I,IADJ Reaction Summary A Tim 'BeCmdn Bv\14% Matel 0.0-0 7-0-0 7-0-0 CS1 Summary Deflection L/ (foe) TC: 000-2) YnCR 03h L/2i (31) BC: OSSO-1) )KU 0D9ia LOi CM) Wb: ODD(]) }LzCR ODIn 2 Q.PF d.K.--2D R(dB4tW1h M ,P d Mn6avi65t MaaWndgM 0-0-0 Allowed L/191 LfVO Mm:tbift MazHz¢ I Fh(N5n , Sb smt_vr 3 7-0tn11(rss� 1 1—- IME limb 3442s - -1911a Mi. - -191h 3811a 0b� 2 Fnwgss$) 1 lib - i mb 217hs - -2I2hs -2121a Ohs Material Summary Bracing Summary TC T(AL9062113)SSN4 BC T(AL8t73013)iCNA TCBamg SmfdaAa9matb3-0jlaLsd b/Ohes 13ca d* S.AWaRA.99160,Aaiod*b/Ob= Wbs Loads Summary 1)Th'anahshmdamnlfatedT= lopfm dudldt irld.,JbO, 2)7hcas�lasb®dy@adfahaffasdauShakbeeadaoxuAA9Cfi7-IOss�ldakr.+isgs�adfiaslup[ 165nyhulmakEymml;Fi?+Fisdt�d.CeHtlpBuiLs8Cat8m'DQ�IDOAQaalliigI5ns401hsA$ h=21RHYFid7me7n>$TFLemdueb®iedlXI.=1ID.007meWiih4R 3)M�msnpzsi_.��ba®dan. �S1BCTaht1601.IhssMnalpGd Member Forces Summary Tartbd >�M>p�aa�s na�„ddrmK( �.rmtrdea a�a�atra� TC 41 I GM 23m 1-2 os33 3�Bh 13C 31 0559 :3W6; Whs I Truss -to -truss Connections Summary ID C—iBT— C�*T— Came Apt Trio n .46 Trio n F6 7h12 9612 90dg 904. 7Tto A A6 7T10 n A6 11Al2 130�12 90dsg 906% . TEO n A6 Trio n M Trio n A6 Trio n M 150-12 18-14 t8-tl-0 MI 906g � 93 11'1/N TTIO n A6 22-u 4 90dg �4 \\\`1l \\ 3Y1. 13L IIT. Jn/ A6A4122 7TIs n A64 11.0-12 1X14 T hs n A6A TT1s n A60.12 TrI5 n 1340-12 004 Z7(Idg 4E 1 / P E 76G51 A n TTI3 AaA A d4 1717-0.12, 190-12 2Ad TIDdgg J 1 = J rr15 n A5A TT Is n AMA TTis n 72412 23-0.t± '1 IA 270� 1 1 J A6A Notes 2 210d$ S T I 1)TTi:ivmelxsaimAS�7-l0as rdaewfl3 he37171trdaBsdi fisd: Z)1hsQtasdHreCRmetrsafdmilxdzmddddlWaSnbFehadPlslm�on4cmddddhfindKlihedtv4mR'tdasQil Q ` A, ll.+(Ya-1)xrl IIaa®d—lihANSVM 1. 3)/�WYyavdfmr.C4=1110.has1:aa�idnlgiLtFavnlr�iwmtsslcses:paifnllyhernnaManimecprAT91ni 1-aI1''�tin242 /� •�� OR1D P • \� �`��_i \\ 4)Tnsuav�o'srri•palddalistpe3(m�s�: Atmspa acdnaunralamxm�s4ulhepvstilnrcahm�1<ruane'ds�4i�aysuheRaain9unssq. �)L'vd,Wt�T(tmuslnsdmMWFRS(]s�•kaii�g. 6)T3svigtsoetraldsosmblr toueml+thasmA•hmddsdrarvwana;vlvsdadvnpab,an9d+asuidars.4quaofmavelfaMv�mnikaiYu /f Sf1 \\ // V��NAL �N \\ /N/ IIi[ 1 l 1 1,``\\ I8pugcpFat Truss: J5 ' Southern Unss Campanies, Inc. w, SOUTHERN 2590N.1cmgITio %Nqy Pr Mme: 3735 Dafe: 5/10018 108:53PM TRUSS Fat Pierce,F134951 Page: lcfl Tnln COMPANIES (800) 2;2-0509 (772) 464-4160 (772) 3I8-0016 Fax ZL-cac 2017.7.1 [Bmld 2] Malrrialiaalnmwrirn 1%5 ST. I PAcb Qry OIL CHR CANTL CANER PLIES Spacirg Aur/PLY 50-0 5/12 9 W 000 000 000 1 24io 16I1u s-o-o 7.0.0 5.0.0 s-aa -7 f ' 5-0.0 s- Loading I General CSI Summary Deflection U (loc) Allowed I.aad k atco&- FBC20171 TC: 0150(1-2) 3b'tQ! 009h L/578 (3-1) L1189 TOLL: 2D THl--3114 BC: 039(31) WIL 013h L/9)) TCOL: 10 4Mhrl— )E Wb: OW(l) FFaCt Oil 2 BCLL: 0 Ll(1L: 125% C pFawgX-20 BCQ.: 10 i6�lgo.elHYVb.e\' /1311A11\ Reaction Summary jr %T. By2?2 o ftWlh Maaal Rg1BrWlh M.P— Ma.OevLbfR M.*Vhdba Mm:lbY 1 }-("hp I an S.t—Fbe ]mu 356Is - -I571s -157ls 3 mu(r—) I 15c - ISOn 92ft - .2b; 2La 2 HM(r—) I I5n - ISOu mhl - .145bs -145Fs Material Summary Bracing Summary TC TK30&2Dpf02,4 7Caad* -9- Aak-1&MYLe d:kpby0b- BC TK305-2DOCN4 BC$.uipc 9ute4aAa3nsat100QFlaitd b�tivs Loads Summiry 1)Tfrtsn�hav6®d�rarfc�'�.ict lo�tmc®a�gddF�,ad�aemdmar 2)TAi'tuahasl®da�elrvin�asd\�od6adsueobdmm�7-IoxbMa&rvgiardi'idipt 165ug8ulinatI�mueLlr�'Fndwf.CslldipBulfi�Ca�grBQ=1D0}Oual131igIFns40Poc41R y=30ANic,,,17...7nRl�cadwbo�eiiJQr]fA.00ZaoeWiih4ft 3)Ma�nma•��_.�_I,•A:•�n••••a,••••�IBCTa61:11A7.11a ImtaFpbi Member Forcema s Summary Tabk-hdiamMmhr lnma*$ma�azdraa(ma<a Wcrg�rdsa ms a� rg¢j TC 41 0.197 223t ] 2 0&2 240� BC 31 0390 -3031. Rlbs Truss-to-truss.Connectionc Summary ID C..WT— C ,bgT— C—iv gcnd A,& TP S B3 5612 270dg Tr- S B1 7412 270dg M-- S B3 RII4 2M4 TT13 is HIT- 7-1.15 315dg Tr13 S Im 7.1-15 45 ft Norm I 11 ON Ots M Bt i F � i PE 76051 I I s I 4 ID s/0 E�G\\\\�� ��r ��� m BnanMBlealdy I^ "a' 9ut5gN760it 2sa3ta.:,6x..ardQfl 1931 ' Southern Truss Companies, Tnc. Truss: D dggghkhe SOUTHERN 2590 N. 1C117 Aigllwa Y Project Name: 3735 Date: MOM 2,W.53PM TRUSS Fart Pierce, l'134951 Pair-: i d i TDB COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Far. TLrsim2017.7.1 [BWd21 lvidiaial �s orr 1565 Slav Pilch Q.y OHL CHR CANFL CANTR PUSS Specng WIGf/PLY 340 5/12 10 1-" 00-0 ON 0-00 1 24m 111bs 4-0-0 4-0-0t 1-0-0 I 3-0-0 ' I I t ' 12 2 5tF— i �Il6 I �4� , 1 T4 I 3 HJ7 HJS HJ7 HJS 0-0-0 0-0-0 3-0-0 � 3-0-0 Loading General CSI Summary Deflection L/ ( bc) Allowed Lmd mgr,&. H3C2017/ TC: =(41) WCR: 001u L/9111 (3-1) L1,11 TCLL: 2D THI-2)14 BC: Q15(3-1) tall: Ou UM (3-1))LrM Tom.: IO R pMb h—: Vs X%: QOD(p B.ZCR On 2 BQL: 0 DOL: 125% C.,Fe",,K--20 Reaction Summary rr T. IBxc�a 1 Fb(Vh1 1 3 HRcl(rn� 1 2 HRcl(rnea) 1 Material Summary TC 9'2013)(Q2,4 BC T(ld3d-201-;)V—N4 whs Loads Summary Member Forees Summary Liu - 150u 53 bo - .ON 15u - ISOn Rile - -81k Bracing Summary TCR.d* 9iat daBaiosa6-3-0Aafnd*byCh. BCB.* 9.b d.Hai.e1100-0,R&d*17j0hns Truss -•to -truss Connections Summary ,hfaG iguacddidgaa 1n3mphn�aKEvpnv+SxF,NFJ�dGehYdip.Bui{'goCatb'm'IIQ`1D7).Wr�SBB3Ikm40fla50(( TW-di MmbeIIlnnaf3,m—&fr%(mstcmpcfo,sidBmufianmasmelfa� ID 6.ieT— C-vbgT— Ca hgc se A,* TT4 A HE 44-0 315dT Tr4 Ii HE 4d-0 45d% 71-12 .B M 4-0-0 315dg 7T12 .B 107 440 45dig N atm I)7ludmv,aluvdmArdemaibytie3017BriiaBdNVCcde 2)16tQ2a,dHnQtaebnatalmdln¢am1.HimienFehaiPhstmer.mgne,tofddltiindebdadM4mmfa dasDO LLh'iCa-I)aikl Mh—d.—hV,9 M 1. 3)Agneftpmmolfanr,Cq=LOClhashmalp6dbf yheNtralre�rmignvaLsas�t'nib� 6er,�MandooacprAl•9IlPi 1-S7�Snimz4z 4)ruvaausm.�staee(8ol:up�nimmlt Nnn@r aodnm,nralmmrin9iallepai6dn �a1�,e.�ar,ani�pwsnaoo6eR�ab9,a�•. 5)L�1„nf �pE14easlaaaimM WFR3 Wj bfit& b)BeuiLmaicEdd,u+nn6rahnehNi,uQa•hmd�nifare�oa�epe�5vhrbpeii,auidnami�l�d¢�mafmatrolfa�dcdslmnnain•4s. -oh OW -glm Oh: i PE 76051 I , i I I — � 0 � ST r i0�..cl SS/ONAE�G����N L //11►1111\1 IspUwpbL ` Southern Russ Campanies,irec. Truss: Jl r7 Prcya�xl�mne: 3735 SOUTHERN2590i�Lkingsl�i8})w-ay lade: 5/18O018 2{1K54PM Ccmpar�lt ctDTM COMPANIES (800) 232-0509 (772) 4�°� I of I 64-4160 (772) 318-0016 Fax \tricn2017.7.1P&2) Mtvaiallk4�i %crs"r 1-%5 SPv1 PliC21 Qty OHI. OI-1[t G4NfL CANI-R PLIES S wGI7PLY 1-00 4999112 10 1-00 ON 000 000 1 24in 5N 2.0-0 1-0.0 1-0-0 12 s� 2 TT$ SX4�l 1T 3 i FLr7 HJS 04-0 Loading General CS71 Summary Deflection U (loc) Allowed Load (PT) B1gQ&: FBC2017) TC: (M(41) 1MCR: oh L7999 I L1180 TOLL: 30 TAI-2014 BC: 002(il) 1 VdL Ou(P L1999 1 L240 Tom.: 10 RepMtrhvmx: Ys Alb: Qoo(1) HrncR: oh 2 BQ2.' 0 L10L: 1225% C.VFad01Ra=20 Reaction Su3nmary 7r Th. Bgr Me Mate1 RndBegXUI MdeRa Wn (ia tm M.WodLw hf-l" I ph("]) 1 8u 9�tamFloe L50u 130bs - -114bs -114h 3 Hp iqm) 1 15n - imb 32la - 2 HRJ(TM) I 15k - Ian 27bs - 31a -Rla Material Summary Bracing Summary TC 9'K9052713)MX4 Tcaadg 9.hafa Ado 6341.Arrndjuby0es . BC T(9-90&2013)4Q2c4 BCB.* 9.fiaforAri sm10,KNbdcipa,Otus Val Loads Summary 1)7hetushulmdz eiforbn®eaAm 10pSf"dmkF Wdp1&WJ:nds 2)ib'sn�imshmdsgnaifaiedi�d�vdbadsua¢o�osui�l9�-IO�ubfd'�wg�dimii¢a 165mphutimaCEvpmrrJ�FuNBdedGahld+Bdtii8(�tgm'IIp=IDI}O�ralOie„Ii�d(116�50R h=20ANIEdZ—T.n ,t:A-.dx.b—ii�dD3-=IHJ.00Z—Wdh4fl 3)Mimum=ttag<am imdi gnamdan J:IBCT.sbkl6M ha6nnnppkd Member Forces Summary Trod �Mru n���r�( s.r�rae1r Truss-to-tnmlConnections Summary ID (bniviT— Cazvi2j a Q.-goT.1 A,* TT3 it M 141 315dg . T 13 n H6 14] 45d% TTII ]I FU7 1Z 45dr TTII n Hp 1b1 315d9 Notes j 4)T—b4 Fh>opr9nrna0,. 5)Lialuntnp(finz�rsbaaimMWHLS�� baring 6)B�n:araeldumb heabweta6Yhumlyhmd�fansar�npmdivhrbpagarcldo¢rcii>iritaigngormavetfaflcd�mreiirai�x oLs 0h M St r P E 76051 I I M -0 ST OR1D P,•���i��� :-W.- .61N-f L Isp—rLt 'u Southern Truss Companies Inc Truss: MV6 Project Name: 3735 i` « SOUTHERN 2590 N. kines Hei ay ire: 50018 208s5PM Cm,Ixmasdlma�1T1 TRUSS Fort Piero; 11 3495 1 Page: Id1 Ibis COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Viso a 20I7. 7.1 iHoild 2) 1,u, lrAtab&,;6te6io¢ 15fi5 Span Pitch Qry OHL OHR CANrL CANTR PII) S S)acva V6CTIPLY li 6" 5/12 1 040 000 am am 1 24in 1911a 6-ao 6.0-0 2: 1.5x5 l 3 1.5x5 040 0.0-0 6-0-0 6-0-0 Loading General CSI Sunmrary Deflection IJ (loc) Allowed Lmd iprj gigr.&-- FBC2017/ Tc: on(I-z IbtC' Oh L/M LASD TCL: a] TH 62014 BC: 074(3.1) vdU_1 ohip LW LrM Tm : 10 P Pmb L.-- Is Wb: M(13) lb.M' Ob 3 BCU.: 0 DM.: 125% OMqFamr.11r--20 I Reaction Material Summary Bracing Simmrary Tc TVLS0&M13)A22,4 Tca d* 3.f dl Rria &KArf d*by0h. BC T(A.9 ,2012)02A BCB—g 9xaba4aArfam61a,R6.dapslyCh. Wbs T(1X113)@2a4 Loads Summary ])Th'bkmbeb—himeif.l. fm&A IOpfhbndvdisd dplsdmlleds 2)Ih'anahashm�'pnlfah�atafuiilbskuamd�xssibA9�7-IOs�Idol�hGd'ga¢ ifi5mph.w_TrF.�.'nYp S'Fndudcalgc*1'IIP=]f�.O.aaIHiS11�40tb:50ft b=XIfIFnd7meTnr4TImcm7u&®4evlDQ.=1tA.007meWiih4fl Member Forces Summary Tam ca�hs��oz,n�(��.r�rdaa��amlraaj TC 1-2 0714 -1Shs Pc 31 0738 -170bs VA. 2.3 0901 534hs (461 hs) Notes 1)Thl:d�,i:b�dmas�aou sdamdbf n�alna:�Bu 2)XhCR AHxzC3Z=tinaialaidMeam�Idd d:bEekndPY¢lm�+msWmenddd4�dmdadload�R�asIIfl II.'�(Ka-1)x09II.anoade�ssrtiN9/lPl1. 3)Cabhigdamain kd-dx db®gg �TbjM hesb®d�fQuphrcuud6^d44FakadlB�W�iaaad'phoeunibadx�sdao6d Lboame�euit Bm;n 6)Aq-Wti• * ff. d Gq=1DM IT(mmc)fal¢weh�,y 6)���'�c9`,'1fQlnslmialyidb�phtLeaLs�nmi�safr;asps>fislbl6eTn�MmdasmpeA191fA 1-31025smo2<S 7)Lia1 Wniupfflraadxsba$1mMWFRSQ* badgg Southern Tmss Companies, m Truss: M/IV4 i4 SDUTFtERR9 2590N l:ingsHghway PrciedNmie: 37.35 1]ne: 511&2D1S 2fls55PM Ca n ment SdQiiae- TRUSS Fort Pierm F134951 Page: 1 QC 1 Th1 s COMPASIMS (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax vasiQ¢ 2317.7.1 [Bmld21 Materiallkta6a9 NersQa 1565 Shan P� Qty � GR CANCL CANER PUSS SO-9 VuCMPLY 4160 51C 1 am 04H 000 040 1 24 is 121ts 7•SX3I 3 7.5X3 1 Loading General C & Stumnary Deflection L/ (loc) Allowed L-d (M B)SBCak: FBC2717/ TC: Q47(1-2) WOt On L19W L/180 Ta.L: 20 TR1-2114 BC: Q19(3.1) W LI Oh LHN LR40 TCEL 10 R¢M1rin : )Es %Vb: 056R-3) RaO! Oh 3 BOL: 0 DOL: 125% C pFwxK.=20 BQ 10 Aac(8supt7(YMp�: ! (]:Ih153fl721 �Y1-1244i90.) (i:1-1234iN) I Reaction Summary 3r TV, RgG=bo tieviih Msbw M.Rod A,:P d MrocC.•arlkill MaaViidl)3t 1 Cndws 1 48n SMAMOb: 2251s 86pi - -1081s Material Summary Bracing Summary TC T(AL9Y,2012)A32A TCBad* ShaholaAaimm630,A'bd�otyC'fMs BC SP(AL'05-2012)A3N BCB-mg S -W.Ad w63QFLfod*tyOb= VA. SPOLSMI2012)AMM Loads Summary 1)rtg���-hm d�rMh��h lops>mm�Mar,�dp�sdm(�as �AAilu.Fnd*�QeHd'IµBdirr,BCatgcp•B(['if[i).O,eal131Rtbuaotbc`A1l Z)7L'snsdZl br.I T,,i b,,iidiDCL-®dOCZ-9CE!-lo��Molmog�ddmi5p[t65rtphuEmakr h=2oxF,dz�n�riffi�wh��tnaFlrn.Ccz�vam4a Member Forces Summary Tahlmdr mMmibwIQ Okm�aodrMq(n� �}rrMxrdQeeffannm �mirM¢) TC 1-2 Q472 -135bs 13C 3-1 Q191 1661a .85hc • MEW 12-3 ! Oi56 3:41s (.90M) I --- - Inw`'n 5LY'1 I i PE 76051 1 r -0 MST NI ID \ BrianMBlealdy 4urFisg7Em1 2550 Fiw:RPuiefl31931 Southern TYnss Companies, -Inc. Truss: MV2 SOUTHERN2590IS 1tinglLgtlway PrO dlbroe: 3735 rate: 5/180018 208:56PM TiRUSS Fat Pierce, F134951 page: 100 Cwpoo=Ss lions— Tnca COMPAPOE3 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Versic C 2017.7.1 [B11i{d21 Matesrallatatrasi;wso¢ ISCv Span Pitrh Qry CHL OHR CANrL CANI'R PLIES Spa-9 VaGf/PIY 2-00 5/12 1 000 000 000 0-00 1 24 in 5Rb 2-0-0 i 2-0-0 2-0-0 12 5F t 00 a 1 I 0-0-0 0-0-0 2-0.0 2-0-0 Loading General CS1 Summary Deflection U (loc) Allowed Load 0.0 Et78Cak: EM20171 7C: 0290.2) 1hQt On L/999 L/18D TOLL: 21 TAI.2014 BC: 0190-1) yhN: Ou L/99J LTM TCrL 10 RepMbdo— Vs V&: OOD(t) HnCa Oh B(IL: 0 DQL: 125% OapFaaa;F;c 20 BCOL: 10 FkeOff�(itXYAW. 1 (1:141534M) Reaction Summary 3r T%pa B c..1. H1a031h Ma1ml )Aao:R d AnRad M.Ck.Lwt MaW dw M..Iw Matlioa 3 Coic 1 24u Scab-F- IM 102pr -17hs -1001. -1001. 1781n Material Summary Bracing Summary TC TVLSC67Al2 Q2,A TCBamlc �mhalaAciasm63Qi4fod�abpCbas BC TVL906- M03ZA 13CBong �IninrAtimm6341,Aifodsenb�•gas , WbH Loads Summary n7h'a��nstm,d�rote�'asmm Iop4lnnmdnaFeY»ipiahadmm �7h'atusha�h®de�nnitalr�ao5otlwdhadsueovda�7-to��hdatr.�ugu$dfioaiupa t6imphutimagF�mcd),Bah.'FaivdCs6NiPBdi%�sCat�'IIP`1I101.O.valBl,gI]as40tb�5oft h=XlftFid7ae7n�N>bcadw�mr ai,e1D(L=1fA.CC7�eVKTh1 ft Member Forces Summary �dM»t�l��csmax(oex�.ro�rdaaat,�oaxa®vaa� \"'�. ��GENS��`��ii PE 76Q�1 � r I � I -0O 0 ID p:'������ N7LItEAa�•dtes�dalhefunei�ilotneainaraaax.Ilni,Yndlusidnii�alnmil.mfmi_ aimanliapvmnrapddb,feL�asMamran.c w.idnupaitum®gmJnxrasgofhidocrv�miufaddy'hB�dligAgaian�ta, fir.3sv�o7earuep�dpdaanle�imircr�ndi)•vd�•farha>�m,4c.mh �owiSr]�e'p gre 11n-hnpnanhdama2n&CmaalN tngefaatbiielidnm,AiiAAayrwzpho:halLmay.L'av�EM•Sn�n3m�Te BrivlMBlealdy G.�yvry,vc:aanaerre.W'4L-276znS,m�wphtsme�pahcpaaa1rr�.�wya-t8•nlci,ntia�an tsgawa�eas818',NimnSaLvtuaialspupp6n ,- :>t'"'BvKxril _,9]NI-*-E e Pig I Fli19Sl Southern Truss Companies, Inc. Truss: HP y wdgbktl�2590N SOUTHERN kin I4i � � w � Pnt*dNmie. 3735 LaIe: 571&2018 20071M 1 ' TRUSS F(APierw,11'4951 p4r-: 1d2 Canvr Tt�olm°"STM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Nkrsiox 2017. 7.1 IBInld21 MaiaW vemm 1565 Span Pitdl Qty OHL OHR CANIL CANER PUB Spr3* Vk-DPLY 994 3535/12 3 14-15 am 00-0 am 1 12in 391hs 11-2-4 1-4-15 4-10-10 4-10-10 I 4-10-10 9-94 1-a - (pd) Ta.L: 20 TCCL: 10 Ba].: 0 Reaction Smimary J1FJ31 I J5 A6A 4.10-m General (S1 Summary Deflection B118Cxk: FBC2117/ 7C: 071(13) \brat 013h ]R1--M14 BC: 080(L1) Vd.L• OO1u RWMbr1—: lb Vffi: 066t2-4) Herat 003b DOL: 125% aspF—X.o•-20 0.0.0 4-10-10 9.9.4 U (Ioc) Allowed Ln99 (45) LABD LM9 (4-5) Lass 4 Jr 'fits B.C-*. BcNiih Mama! RCAB VA MVRmd MsxOavibal M.V.i b@ M.Lb� I -NI) 1 11313n S, Fne Ii0a M21. - -3101s -310m 4 HR g—) 1 J 5h - IMP, 476m - -247M -247m 3 HM(r—) I liu - 150n 163m - -170bs -170bs Material Summary Bracing Summary TC SP(Al9:62713).%2+c4 TCB--A&9 S-fd-ftb.L-6QFLfod*bl0b. BC S'K-1 6,?DMIR2r4 BCBramg 5nafdarAtFasar:1I41,ILisdea�Wdins Wbs 9'(AL806I2012)02.4 Loads.Stmlmlary 1) T>m„ss�u®a�drnn,«ff�m 1oplbammandFuemdpSamdmm 2)Ihsnsbuhaad�ipdrai��d��odmdsnemdau¢w>bA9�l-IO�tdob.�rardfmiyiII ]65eu¢�ul'mat;E`pm RFu1vF�ni.G�ldiRBilTµB(�'IIa'1110).Cwa1Hi8D'ms40ftz5DR h-20 NjBdZ—TnRH9radub n1D9.=160.0CZ—Wdh4fk 3)Ms®maaMr8ba .--••a—h0Cra61;1607J hzb—ppW Load Case lrl: StdLheLoad Point I OM i Bdad 141 q 4m Tapmd ]dl Dmo 41s B:tChd 1L1 Lp 41s TopChd 4-0 Dam 45m Band 4.44 lb- M Tipmd 444 Dam 45m Baal 440 Lban M TapChd 7-1.15 D— 8Im Baal 7-1.15 Dam 15hs TapChd 7-1-15 Dam 81h, Baal 7-1-15 Dwn 151. LmdCaw DI: StdD.adLmd Point].& Manbw !Hain Diann Lad TnbWL Rpard 141 DWo 51. Bald 1Z Dam 5hs TopChd 141 D" 51s Band 141 D— 56s Tapmd 440 D— 2abs BYad 4-W Dam 291s TapChd 440 Dam 78ts Baad LSO Drm 29m RpChd 7.1-L5 Dam 481s Band 7-1-15 Dam Zbm Tipmd 7.1-15 Dam 481s BXCW 7.1.15 Dam 50ba Member Forces Summary rahLn fm Mmha Il�m �5 marmddfua (ror aa¢rra¢YdBmm6cmma amlroaj Obs 0bs PE 76051 2:j � 1 I 1 ST r �O A- �j \ �SS��ItifAL ENG�\CNN //Ifllll`�\ Southern Muss Companies hw- ' Truss: HJ7 SOUTHERN 2590N. king; Highway Prc�=Nirne: 3735 nwc. 51182018 2tS-i7Pna TRUSS Fort Piercz FI 34951 Paw: 2 cf2 7'n>ss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Vasm 2017.' .l [Brnld2] h&dmialiatabmvcrsioi 1565 Span Pitrh Qty QHL OHR CANCL CANTR PLIES Spa6g '%UT/PLY SdA 3.535112 3 14-15 ON ON ON 1 12m 3916s :.5 0142 3501. ba) 2-4 0657 191 h (4j91M) Truss-to-trnss Connections Summary D 1 Q"idT— QmimT— c—i and M d: Trll n Hr7 161 45dg TE n 1:0 Idl llsdg Tn2 B 07 4d0 315dg Tru B Hp 440 45dg 7773 b m 7.1-15 315dg Tr33 5 HA 7.1-15 45dg T19 HR A6 7-" 45dg 7T9 m A6 250" 135d¢ TT14 im A64 7-00 315dg Notm �furuercidmad�gTH9ivnihR®don9®ary. " �W MMLL�]]CC`�QL� PE 76651 i M ^O ST I, /����SS�ONAL Southern Truss Companies, Inc. Truss: HJ5 SOUTHERN 2590 N. Ui� Hi 2b"': ProjcaNn71e: 3735 Date: SnsXls ?�ts:57YM CamncnadS:"a,kim TRUSS Fort Pierce, 1134951 Pa_w: ]d2 Tna9 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax + U'rsicrr 2017.7.1 l I [Bldld 2] w9cs 1565 7'sTp--, 1I pitch QIY OHL 06R CANTL CANCR PM spacing WiTiPLY 3.535h 2 14-15 000 000 w 1 12in 'Mh 1 T 6-11-5 &11-5-5 1411 J3 0.0-0 6-11-5 6-11-5 Loading General C9 Summary Deflection L/ (loc) Allowed Load (A BBSQ& FBC2)17/ TC: OB50-I) Vrtm 032b L217 (3.1) L/191 TCLL: 27 TF11.2114 BC: 077(3.1) N&LL aln LfM (}I) LaQ Tom.: 10 R.P)&" n:: Fb 11b: 000(1) aaat ODIn 2 WILL: Q rd01_: 125% C,.pF.-.Kc=20 BaL. 10 Fbt(gws(1r%Y4.1 ' (1542-9R) Reaction Summary 3 }iva;L) I ] ]Sc - 1SOb ]2Shs - •Ilhs -IlM 2 ma(rn* 1 Ish - 130b XH Is - •1791bS -1791s Material Summary Bracing Slm mry Tc T(4S0620I3)4Zc4 TCH d* 3.Ad.R kr &.5-MA f d* y0b- SP(AL9�13)ON4 Bc Cb BCD d* 9nfdaBdsetWXafnd.L b)Cbffi Loads Summary ])7lcnashazb®d�nedfar6dj�.5m IOp4'bmmdrniFeb dpisdsib�ds 2)Th'sl�hahmdsanlfa-tedf�dWuilnamdaosud144E1-10evbMobaigenedd`ditp¢ lcimphulmakFipm�eZulvFntrd,GeM3-IRBdtigSCa•np=ID01Qca1BligI)ms401h50d b=b7Rlat>ai�rn�rt�mir�o�1oe11XI.=lro,ocz�wlb4e 3)Mmmia�su".�*•bed�g' ne�mmdaomiBCr+bk1fi07.l hub�a7�d . Load CaseLrl: StdIineLmd PoiaT M-bl Lmim Iimbn Loud 7nbyjz TTChd Idl 'I- 4ht lip lb and i-&i o ah BtCd 16l lip 41s ApCbd 444 D— 451S Bttmd 444 D— 8bi 1%,Chd 440 D— 43bv BIW 4-40 Dxto 81x LoadCaseD1: StdDmdLmd Rvm Loads Mmbe T—i Isa>;s Lmd TxbV]& TcpOd ldl D.. 51s B100 ]V, D— SN 'kpChd M l D.. 5h: 94W 141 D.. Shs hpChd 440 rbno 28ls BUW 44,0 rbao 2918 TTaa 444 Ib+o 28ft BnW 44o DTN 2Z Member Forces Summary Tabu;=M>u�� n n�+r�(rm•.fase dry ��Iron� M BC 2::i' P E 76051 -0 MST r i O 1�/�s`S1O1�fAL ENN 18FW#t 1� Southern Russ Companies, Inc. _ Truss: HIS SOUTHERN 2590N. kings f ighway � Name: 9180018 lm-%pM = C—pmaaSanriwgrm 7RuSg Fat Pierc�F134951 Par . 2a£2 ( .r COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Vasim 2017..1(BuBd2] Material Nti ceriat 1565 Spm Pitrh ¢y OHL OHt CANM C AM R PLIES Spaarg Vli 7i PLY 6.11--5 3.535 /12 2 1-0 li ON ON 040 1 12 in 22 ft Truss -to-" Connections Sunumry ro C-idT— C—AVT— c An* Tr3 n m 1-61 315dg T13 11 t$ 1b1 45d8 TV 3 m 440 315dg TT4 B m 4.4-0 43dg TT) HS 133 5" 3154. Trl NOM H6 Hi 900 ._54 \GEN�.�'�i PE 76051 i � 1 1 -0 MST ii�•c� ORION�� 'O Ni \\\\ NF AL //IIIIIII\\