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HomeMy WebLinkAboutTRUSSt I SOUTHERN TRUSS COMPANIES, INC. S (DU T H E R N RANDY@SOUTHERNTR-JSS.COM 11 TRUSS. 2590 N. KINGS HIGH WAY / FORT PIERCE, FL. 34951. l M PAN I ES (S00) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: Project 1 Name and Address: Oakland Lakes Occupancy: X Single -Family Lot: 0i Block: County: Saint Lucie Multi -Family Truss Company: Southern Truss Companies, Inc. Commercial Truss Engineering i Program: Simpson Component Solutions Plates B Simpson Strong -Tie Contract�ir II. / Builder: Ryan Homes Model: l�l 52 Elevation:-B Options: Lanai STATEMNT: Florr!�da I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance Building Code FBC2017. The truss has been designed with follov�4'I'ng system to provide adequate resitance to wind load and forces as required by the provision: ROOF FLOOR Design cn'teria:. Top chord live load: 20 P_S.F. Top chord live load: --- P.S.F. ASCE 7-10: 160'H Top chord dead load: 7 P.S.F- Top chord dead load: --- P.S.F. (Brian Engineer: M. Bleakly Bottom chord live load: P.S.F. Bottom chord live load: --- P.S.F. Address: 2590 N. Kings Highway Bottom chord dead load: 10 P.S.F. Bottom chord dead load: --- P.S.F. (Fort Pierce, FL. 34951 Duration factor: 1.25 Duration factor: --- Ivleanheight:. 15' Exposure: C * 10.0 P.S.F. bottom chord live load nonconcurrent with any other live loads. This is an index sheet submitted in accordance with the Department of Professional Engineering. Tallahassee, FL. Engineering sheets are photocopies of the original design and approved by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 Al 21 J1 41 61 81 96 2 A2 22 J2 42 62 82 97 3 A3 23 J3 43 63 83 98 4 A4 24 ' J31 44 64 84 99 5 A5 25 J3A 45 65 85 100 6 A6 26 J4 46 66 86 101 7 A7 27 J5 47 67 87 102 8. A8 28 J58 48 68 88 103 9 A8d 29 J5A 49 69 89 104 10 B 1 30 J7 50 70 90 105 11 B2 31 J7A 51 71 91 106 12 B3 32 Ll 52 72 92 107 13 B361 33 L2G 53 73 93 108 14 C1 34 MV2 54 74 94 109 15 C2 35 MV4 55 75 95 110 16 1 QG 111 36 MV6 56 76 37 V4 57 77 38 V8 58 78 39 59 79 40 1 60 80 _ by my seal, I hearby certify that the above information 17 031 18 CJ4 19 07 20 CJ7 As witne4 is true ant correct to the best of my knowledge and belief. Name: an M. Bleakly Lie. #76051 Ad uD 31IJ TYPICAL DETAIL C COR.NER. RIP { NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. OA UP TO 265# = 2-16d NAILS REQ'D. 13' .5# per Nail (D.O.L.Factor=1.00) nd � toe nails only have 0.83 of @ UP TO 394# _ 3-16d NAILS REQ'D. lat4ral Resistance Value. 12 10 10 10 R A �A n ^use 2-16d 7-0-0 ` `�` toe nail r %Tc & BC. P GIRDER r i lJt J3 O/ 12 OVER- 7 Typical jack 45' attachment J1 III -3II -3II -aII -)II -DII I H7 (HIP GIRDER) A QA A Le toe nail ® TC TYPICAL CORNER LAYOUT & 2-16d 9: Typical Hip —jack' attachment FASTENER CHORD HANGERS GIRDER JACK 2-16d nails 1—J3 TO HIP JACK GIRDER BC — — — — — _ — 2-16d nails — — — — — J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — _ _ — BC — — — — — — — 2-16d nails — — 3-16d nails 17 TO HIP GIRDER BC — — — — — — — 2-16d nails — — — — — IP JACK GIRDER (CJ7) TO HIP GIRDER TC _ _ _ 3-16d nails — _ _ _ _ BC— _ _ _ C 2-1 Sri nails MINIMUM GRADE OF LUMBER LOADING (PSF)STR. INCR.: oox FBC2017 T.C. 2x4 SIP 2 L D B.C. 2x4 SYP 2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24' O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, Fort Pierce, FL 34951 COMPANIES (800)232-0509 (772)464-4160 http://www.southerntruss.com Fax: (772) 318-0016 B Ilion M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 I _ TYPICAL DETAIL (9 CORNER m HIP NO�,E: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT L for Wood Construction. OA UP TO 265# = 2-16d NAILS REQ'D. 132.5# nd per Nail (D.O.L.Factor=1.25) toe nails only have 0.83 of B UP TO 394# = 3-16d NAILS REQ'D. lot ral Resistance Value. M 17 to I tq M 1.5 VER A 10 �Q J3 II n II u n O vs � O O A�� ® use 2-16d : H5 (HIP GIRDER) �� `�� q I A A Q 5-0-0 HIP GIRDERLU �` toe nail ® %TC & BC. , i B I I � 12 OVER w Typical jack 45' use 3-16d``. attachment toe ndil ® T(��, O TYPICAL CORNER LAYOUT & 2-16d @__BC�� � 7-0-14 CORNER JACK GIRDER 1 r Typical Hip—jacl attachment FASTENER CHORD HANGERS GIRDER JACK TC — — — — — — — 2-16d nails J111 TO HIP JACK GIRDER BC — — — — — — — 2-16d nails — — — — — TC — — — — — —— 2-16dnails — — — —— JI5 TO HIP JACK .GIRD -ER BC — — — — — — — 2-16d nails — — — — — H TC — — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16dnails ————— TC 3-16d nails IP JACK GIRDER (CJ5) TO HIP GIRDER BC _ _ _ _ _ _ _ 2-16d nails - _ MINIMUM GRADE OF LUMBER LOADING (PSF) STIR. INCR.: 25% FBc2on T.C. 2x4 SYP #2 L D B.C. 2x4 SYP #2 TOP 20 10 i WEBS 2x4 SYP No.3 BOTTOM 00 SPACING 24' O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, COMPANIES FL 3495 (800)232 01509 Fort erce�(772) 6414160 http://www.southemtrus.com Fax:(772)318-0016 Bijon M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 I, ■ This product is preferable to similar connectors because of a) easier lastallagen, b) higher loads, c) lower installed cost, or a combination of these features- ...... All hangers in this series have double shear nailing - an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster Installation, and the use of all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or . THA hangers, while providing greater load rapacity and bearing than the LUS. MATERIAL See tables below and on page 133. FINISH: Galvanized. Some products available in stainless steel or ZMAX® coating; see Corrosion Information, page 18-19. INSTALLATION • Use all specified fasteners. See General Notes. - Nails must be driven at an angle through the joist or truss irdo the header to achieve the table loads. - Not designed for welded or nailer applcations. OPTIONS: • LUS and MUS hangers cannot be modified. • HUS hangers available with the header flanges turned in for 2-2x (3'/s) and 4x only, with no load reduction. See HUSC Concealed Flange illustration. • Concealed-fianges-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. CODES: See page 20 for Cade Reference Key Chart - These products am avai7able wfth ad0onaf corrosion protection. Addrhond products on this page may also be available with this option, check with Simpson Strong -Tie fordetw7s. ,' 7hese products are approved for Installation with the Strong -Drive SO Sbvctural- Connector screw. See page 30 for Me correct subs9tv0on and SD screw sire. Model No. Min Heel Height Ga Dimensions Fasteners W I H B Carrying Member Carried Member. SINGLEWIZES WS24 2% 18 Ws 4'6 1% 4-10d 2-10d WS26 4'/ 1%s 4% 1% 4-10d 4-10d MUS25 4"As 18 1% 534s 2 6-10d 6-10d HUS26 4M. 16 1% 5% 3 14-16d 6 15d HGUS26 0s 12 1% 5% 5 20-16d 8-16d LUS28 434s 18 1%s 6% 1% 6-10d 410d MUS28 634s 18 134s 6"As 2 8-10d 8-10d HUS2B- 6'k 16 1% 7 3 22-16d 8-16d HGUS28 BY* 12 1% 7'/ 5 36-16d 1216d LUS210 4'/s 18 19. 794s 1% 8-10d 410d HUS210 8% 16 1% 9 3 3D-16d 10-16d 1.See table on page 133 for allowable loads. 1'for� 1P4tfor4x% F A_W_/ B ar"LUS211 6 HHUS210-2 (Truss Designer to provide fastener quantity for connecting multiple members together) 6MUS28 SIMPSON Strong -Tie Imo• HUS210 (HUS26, HUS28, and HHUS similar) AVA HUSC Concealed Flanges (notavallable for HHUS, HGUS and HUS2x) th Heuuced Heel Height ® Double Double Shear — : Dome Double Shear Shear Nailing Nailing Side -View Side View (available on Nailing Do not some models) Top View 4 bend tab U.S. Patent 5,603,580 _:.... µDF•!'Wabletoads =u iz ��„ -n SP Allowable Loads SPF/HFAOowableLoads Model No.Upii , . r— s.�-� �� — _.-�•.: �.=-�-.. _ loor: know= Jloof_ _ Winch � Uplift Floor Snow Roof Wind � Uprdt Floor Snow Roof Wind Code Ref. {a_6D)3100j _ _(115)= 12j160jz (160) (100) (115) (125) (16t1) (160) (100) (115) (125) (160) SINGLEWRES WS24 490 670 765 825 1045 490 725 830 895 1135 420 575 655 705 895 tUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1B25 940 1110 1265 1370 1570 17,F6,L17 HUS261550r:220_?31L953 =335,= 3335" 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26��5z :¢936D _13B _ 3230�: �:5990 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 17, L17 LUS28. 1165 1200 1365 1480 1835 1005 940 1075 1165 1475 MUS2B 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17.F6,L17 HUS28 r2000 3965 4120 4220 4335 2000 3790 3960 4070 4335 1720 2905 3035 3125 3435 HGUS26 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 17,L17 LUS210 ! 4 �.3525 _ssji _ �2U9[i'+ 1165 1445 1660 1795 227D 1005 : 1145 1305 1415 1745 •HUS210D©t).'4`15 -0945= 4575S02Dr 3000 4105 4310 4450 4930 2580 3150 3315 3425 3815 I7, F6, L17 132 III Note: For dimensions and fastener information, see table above. See table footnotes on page 133. i e T II �.. Plsled Truss Connectdrs• _�= z 3:= --- • rem-+c.•�w+.nr�-�,..:� .-�-�:. - �,=.-_ .�..---�_. FACE MOUNT HANGERS - 7hese products are available with additional corrosion protection. Add/tianal products on P' These products are approved fir instal6tion with the Strong -Drive SD S6vcturdF this page may also be enable WM this option, check svb Simpson Strong -Tie for details Connector screw. See page 30 for the correct subsMfion and SD screw size Min. Dimensions Fasteners :ter; � �.�.• ,• OF/SPAliowabieLaads'�`%' • �:.'�.�-._: ..�. SPF/HFAllowableLoads Model No. Heel Heigh Ga W H B Carrying Member Carried Member �, Uplitt',i;:Floor:: . (�I60 d::=; , r 100)' _*=:•s� Snowa:,tRoot• =(115) : y_,.T=rr ,, ,(125)_. ;,�.1... :Wind •:(1fi0)_ Uplift � (150) Floor (100) Snow (115) Root (125) Wirtd (160) Code Ret. DOUBLEZXSM LUS24-2 2% 18 31b 3'A 2 4-16d 2 16d 440 800 910 -985 1250 380 680 780 045 1070 LU526-2 4'Kc 18 3'b 4T/c 2 416d' 4-16d1165a, - ' p3©j9 . F 280 T 625c; - 1000 880 1010 1090 1385 17, F6, L17 HHUS26-2 451s 14 Vs 5% 3 1416d 6-16d 5 0 F P;278 _ i—�.,155k 3905t `��4-265� 1335 2390 2710 2925 3665 HGUS26-2 434e 12 3�ic 5'/ic 4 2016d 8-16d 155ti ' 4355 48i5 . �;5730s ._.5 5� 1855 3750 4200 4500 4795 1/, L17 WS28-2 4%, 18 3'% 7 2 6-16d 4-16d 1165 1315 1500 1625 2060 1000. 1125 1285 1390 1765 HHUS28 2 6'Kc 14 3sY. 7y 3 2216d 8-16d 2000 4210 4770 5140 6440 1720 .3615 4095 4415 5375 17, F6, L17 HGUS28-2 Ws 12 335s 7% 4 36-16d 12 16d 3235 7450 7460 7460 7460 2785 6415 6415 6415 6415 7, L17 LUS210-2 Vs 18 3% 9 2 8-16d 6-16d 1745 • 8� ;22.W0 '2265 • _'. U:�. 1500 1565 1785 1935 2455 HHUS210-2 43% 14 Ws 8% 3 30-16d 10-16d �4000� �635' �638Uf -- - 688b ` -- - : 7165 3525 4835 5270 5380 5765 17, F6, L77 HGU5210 2 8 is 12 335s 934a 4 4616d 1616d F4095; �]OOt DOS;. 9inn = �]00_i 3525 7465 7730 7825 7825 17, L17 TRIPLEZXSIZES HGUS26-3 4"As .12 41iis 5% 4 20-16d I 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795. HGUS28-3 6%; 12 41% TA 4 36 16d 12 16d 3235 7450 7460 7460 7460 2785 6415 6415 6415 6415 HGUS210 3 8% 12 41546 9'/ 4 4616d 1616d 140959 t'SJ00= _3�0q:., 1_OD!' �9i00;s 3525 7825 7825 7825 7825 17, L17 HGUS212 3 10% 12 4'54s 1D4S 4 56 16d 20-16d 5045 9600 9600 9600 .9600 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4% 12% 4 6646d 22 16d rims 10100 10100 101g0 10100 4745 8685 8685 8685 8685 QUADRUPLE ZxSIZES HGUS.26-4 51A 12 6% 57Aa 4 20-16d 8-16d �� 0 :�55C �-0t175�_-45W0;_ ._•5?5; 1855 3750 4200 4500 4795 HGUS284 TA 12 654s 7% 4 36-16d 1216d 5239 �7 17 46Q=3[46Ar_ 2785 6415 6415 6415 6415 R, L17 HGUS210-4 9'% 12 We 9% 4 46-16d 16 16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 W,F6,L17 HGUS212-4 HGUS214-4' 10% 12% 12 12 6% 6i5c 1D3i 12A4 4 4 56-16d 66-16d 20-16d 2216d DOU'45'' �5515� S96�D� `'�1O1U0 r s �D700: 9fi00F' r „O1D� �� 0]0g .4335 4745 8255 8685 8255 8685 8255 8fi85 8255 8685 17, L17 4x SIZES LUS46 4% 18 3Y. 4% 2 4-16d 4-16d 1165 1030 1180 1280 1525 1000 880 1010 1090 1385 17,F6,L17 HGUS46 4M. 12 3% 4% 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17, L17 HHUS46 4% 14 3% 5Y. 3 1416d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 LUS48 4% 18 3% 6'/ 2 6-16d 416d 116� �1315:� r15flQ_ %16 �2b6U ' 1000 1125 1285 1390 1765 HUS48 ' WA 14 3sY. 7 2 6-16d 6-16d ' �55D� �595` �813 1�50z g2470z 1550 1365 1555 1680 2115 17, � L17 HHUS48. 6'k 14 3% TA 3 2216d 8-16d 2bbD - t�4215c' >:.._ =-073¢.'2i150 40= 64 1720 3615 4095 .4415 -5535" HGUS48 6M. 12 3% 7Yic 4 36-16d 12-16d ;�235 ' �96fl , =3A6Q' _- �460 �-0fiDr. 2785 6415 6415 6415 6415 R, L17 LUS410 61K 18 3W 8% 2 B-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 HHUS410 8% 14 3% 9 3 30-16d 10-16d 3745 5640 63B5 6890 7165 3440 4835 5480 5910 6165 f/,F6,L17 HGUS410 8% 12 3% 9 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 HGUS412 1034s • 12 3% 1031. 4 56-16d 2D-16d -b045� �60 s �6 Bd. •,3fi00i t5600 ; 4335 8255 8255 B255 .8255 17, L17 HGUS414 1% 12 3% 12% 4 66-16d 22 16d `�515� ? ]D10p� _tU100��'�1U10D- -1D10Q� 4745 8685 8 685 8685 8685 1. Uprdt loads have been increased 60%for wind or earthquake loading with no further increase allowed. For normal loading applications such as cantilever construction refer to Simpson Strong 11e® Connector Select n'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 less than minimum heel height, see technical bulletin T REDHEEL (see page 215 for delar7s). 4. Truss chord cross -grain tension may limit allmvable loads. Referto technical bullelirts T-ANSfrPISPF, T-ANSiTPISP and T ANSTTPIDF for allowable loads that consider ANSUTPI 1-2007 wood member design criteria (see page 213 fordetallsL 5. Loads shown are based on minimum of 2-ply 2x carrying member. With 3x carrying members, use 16dxZW nails Into the header and 16d commons into the joist with no load reduction. With single 2x carrying members, use 10dx1W nails into the header and 10d commons into the joist, and reduce the load to 0.64 at the table value. 6. NAILS: 16d = 0.162' dia. x 3Yi long. See page 24-25 for other nail saes and information. b m m C C h 0 cn n Er U ■ 133 I ,I & Structural Composite Lomber.Connec SIMPSON :Sti'origTe a 11 Actual C �0 i a Dimensions Fasteners Allowable Loads Joist Model No. S e Ga Min/ W H B Max DF/SP Species Header SPF/HF Species Header p Code t Face Joist Uplift Floor Snow Roof Floor Snow Roof Ref. Ne 13% 2'h Min 5 (115 1610, HU416/HUC416 14 20-16d 3946 13% 2% Max 8-10d 1515 297 3360 32565 2895 3110� 3'h x 18 HGUS412 26-16d 3% 107/6 4 12-10d 2015 3870 4365 4695 xnnn I3760 4045 19, L12, F8 HGUS414 — 12 3% 1234s 4 56-16d 2016d 5045 9600 9600 9600 I 6255 8255 .8255 �j HUCQ412 SDS — 14 3946 11 3 — 66-16d 22-16d 14-SDS'Y'x2%" 5515 10100 10100 10100 8685 8685 8685 19, F23 5'h 51% 2% Min 10-16d 6-SDS''/'x2'h' 2510 5460 -5560 5560 3930 4000 4000 , 5/ HU68/HUC68 7/ 14 5'h 51% 2+h Max 14-16d 4-16d 900 1490 1680 1805 1280 1445 1555 II HGUS5.50/8 12 5'fe 6'e 4 6-16d 1345 2085 2350 2530 1795 2025 2180III 19, L12,F6 — 5% 7% 2'h Min 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 1g i HU610/HUC610 5'h 7% 14-16d 6-16d 1345 2085 2350 2530 1795 2D25 2180 5'/� x HHUS5.50/10 2% Max 5h 14 9 ' 18-16d 816d 1795 2680 3020 3250 2305 2605 2800 19, L12 F8 9+� 9'h I HUCQ610-SDS 3 — 5'h 9 3 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS5.50/10 — 12 514 8'3',6 4 12-SD5'/,'x2'4' 6-SDS Y,'x2'fe' 2520 4680 5380 5715 3370 3875 4115 19, F23 — 5'h 9% 2% Min 46 i6d 16-16d MAW 4095 9100 9100 9100 7825 7825 7825 HU612/HUC612 5% 9Ya 2% Max 6-16d 1345 2380 2685 2890 2050 2315 2490 5'/4 11%- 1'/e-HHUS5-.50/10 14 5'h 9 3 22-16d 8-16d 1795 3275 3695 3970 2820 3180 3425- 19, L12, F8- HUC0612-SDS — 5'% 11 3 30=16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS5.50/12 — 12 5'% lo% 4 14-SDS'/,'x2%- 6-SDS Y'x2'/z' 2520 5315 5315 5315 3825 3825 3825 19, F23 — 5'h 121 5 21 Min 56-16d 20-16d 20-16d 5045 9600 9600 9600 8255 8255 8P5S HU616/HUC616 I 5% 12+%6 2% Max 2616d 8-16d 1795 2975 3360 3610 2565 2895 3110 5%x 4 HHUS5.50/10 14 5% g 3 1216d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 HUCQ612-SDS — 5'h 11 3 3016d 10 16d 3735 5635 6380 6880 4835 5480 5910 HGUS5.50/14 12 — 5'h 129 4 14-SDS Y'x2Yz' 6-SDS''/,'x2%' 2520 5315 5315 5315 3825 3825 3825 19, F23 — 531 121% 2'% Min 6616d 22-16d 5515 10100 10100 10100 8685 8685 8685 HU616/HUC616 5h 121% 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 5% x 14 2'14 Max 6 HHUS5.50/10 5'Y2 9 2616d 12-16d 2695 3870 .4365 4695 3330 3760 4045 19, L12, F8 HUCQ612-SDS 3 — 531 11 3 30-i6d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS5.50/14 12 — 14-SDSY5c2'h' 5% 12'/2 4 6-SDS''/,'x2'h' 2520 5315 5315 5315 3825 3825 3825 19, F23 — HU616/HUC616 5'72 1 AS 2'h I Min I 66-16d 2016d 22-16d S-i6d' 5515 101D0 10100 10100 8685 8685 8685 1795 5'/ x 18 5'h 12'ti6 2'h Max 26-16d 12-16d 2975 3360 3610 2565 2895 3110 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 14 HHUS5.50/10 H000612-SDS 5'% 9 3 — 5'/c ' 11 3 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS5.50/14 12 — 14-SOS'/,'x2'/z' 5'% 1244 4 6-SDS %'x2'%' 2520 5315 5315 5315 3825 3825 3825 19, F23 HUC410- — T/6 9'/a 2+h Min 66-16d 14-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 7x HUC41D-2 14 T/e 9'/6 2'/z Max 18-16d 6-16d 1345 2085 2350 2530 1795 2II25 2180 9%-9,� HHUSZ25/10 7'% 9 W. 8-16d 1795 2680 3020 3250 2305 2605 2g00 19, L12, F8 p� HGUS7.25/10 12 — 7'/, 8% 4 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HU412-2/ — Ne 11% 2'% Min 46-16d 16-16d 16-16d 4095 9100 9100 9100 7825 7825. 7825 19, F23 7x HUC412-2 14 7+/s 11% 2% Max 22-16d 6-16d 1345 2380 2685 2890 2050 2315 2490 11'/, -11 � HHUSZ25/10 7Y 9 3%6 8-16d 1795 3275 3695 3970 2820 3180 3425 19, L12, F8 HGUS7.25/12 12 — T/, 10% 4 30-16d 10-16d 3735 5635 6380 6880 4835 5180 5910 HU414-2/ — 7'/ 1334 214 Min 56-16d 2016d 20-16d 1 5045 1 9600 I 9600 I9600 6255 8255 8255 19. F23 7 x 14 HUC414-2 14 7+% 13% 2% Max 26-16d 8-16d 12-16d 1795 2975 3360 3610 2565 2895 3110 HHUSZ25/10 7Y 9 3Y,,6 — 30-16d 269,L 3870 1 4365 1 4695 3330 3763760 4045 19, L12, F8 HGUS7.25/14 12 T/, 12% 4 10-16d 3735 5635 6380 6880 4835 0 5910 HU414-2/ — 7% 13% 2% Min 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 19. F23 7x16 HUG414-2 14 7+h 13m 2h Max 20-16d 26-16d 8-16d 1795 2915 3360 3610 2555 2895 3110 HHUSZ25/10 T/, 9 3%6 12-16d 19, 2695 3870 4365 4695 3330 3760 4045 L12, F8 HGUS7.25/14 12 — T/ 12% 4 30-16d 10-16d 3735 5635 6380 6880 4835 1 5480 5910 HU414-2/ — TA 13% 2'h Min 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 19,F23 7 x 18 HUG414-2 14 7% 13% 2,% Max 20-16d 26165 8-16d 1795 2975 3360 3610 2565 2895 3110 HUS25/10 T/ 9 Vs 12-16d 2695 3870 4365 4695 3330 19, 3760 4045 L12, F8 Q HGU5Z7.25/14 12 — T/, 12% 4 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 7x14 to 301 — Foradditional hangers see HGU/HHGU on page 107. 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 19, F23 See footnotes on page 105. E, MINIMUM GRADE OF LUMBER ,C., Top Chord 2x4 SYP #2 SPF #1/$2 or better Butt Chord 2x3(+) OR 20 SP #2N OR SPF #i/#2 or bettor Webp 20 SYP #3 or butter (.) •183 MAY Be RIPPED FROM A 2xe. (PRCHED OR SQUARE) (•') ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WRAC (2) 10d Box (0.136" It 3.011� �NA�ILS TOE -NAILED FOR FBC 20D1. ASCE 7-10 ,L-_MPH WIND, MEAN HEIow, ENCLOSED BUILDING. EXP. 0. RESIDENCWL. WIND TO DL-0 PSF. CUT FROM 2x5 OR LARDER AS REQUIRED 4'-0" Max w-U 2x4 Max 6'-0"Max Spacin 20'-0" Max (**) SUPPORTING TRUSSES AT 24n O.C. MAXIMUN SPACING, SOUTHERN TRUSS Fo 2 COMPANIES (500j iI UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY Ix4 i"—BRACE, BOY. LENGTH OF WE(e, VALLEY WEB, SAME SPECIES AND CRAD6 OR BETTER Ef •ATTACHED WITH SPACE,O FOR VER�CALL VALLEY WEBS GREATER NTF N 7u9'. IA,B�CINO, MAXIhIU!d VALLEY VERRCAL HEIGHT MAY NOT EXCEED 12'-0'. TOP CHORD OF TRUSS BENFATH VALLEY SET MUST BE BRACED WITH' PROPEIII.Y ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS I p-,ApURITION OR DRR UNS AT 24" 00. OR AS OTAERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN BY VALLEYS TRUSSES USED IN LIEU OF PURUN SPACING AS SPECIFIED ON ENGINEERS SEALED •DESIGN, ('04)HBCNEATH THTHE LLEU•YR 13 SPACING CA VRFDFALONG 7HE0 THE SLOPE OOF THORD HE TOPCHORD. (•*) LA GEx0EPA S M BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES BOTTOM CHORD MAY BE: SQU IRE OR PITCHED CUT AS SHOWN, (2)12d SQUARE CUT BOTTOM CHORD SQUARE CUT (**)TOE NN VAL BOTTOM CORD VALLEY. OPTIONAL STUD OPTIONAL HIP �NG�•'� END VERTICAL JOINT DETAIL 94M' w C= r rn T rt c.�3 Erecpon bracing Is not the responaMV of Iola designer, plot$ manub ndr hues Iobrlcalno persons Greeting Won are ooulkned to seek pnh ae rcgordfnp eracllon biasing which la $lacy, mquUed to prevent l end dCminotrq during enogsrC and ppermanent btacln0 Shkh moy ba nql speelib Oppikallonr 5ee'BCSI-01 5lrmmary sheet Ikmmsnlary and recut (area Division NN Kinga tit hwoy, Pleroe, FL �4951 detam for handUng, 6plailing & bracing mdol piale Connected w Wssu -050s � 2)4G4--h180 T!ISS" on Io ba ended slrolgh and Installed hl to In a l and plumb G dlrecly to Ihs to Ihsy b$ bra K:(772)S 8-Oats when no shsgh applied pp $Midi, shall apeclped on the Ina ealgn. Trusses shot/ bs handlo nilh nosonoble can • erecVon IC 1 da . FRAMING TO LL 20 20 PSF TC DL 10' 15 PSF BC DL 10 10 PSF 8C LL 00 00 PSF TOTAL LOAD 40 45 PSF ddVCIIDH f1rrw 1.25 1.25 „ irz XV WID`11dS 1� al uapaalLe 0IMIe ayl uo pap aedepupnp ama a{gouaaoal ypa o(puay aq pay anqu as a ou Ijo kvo a ul pougml 4 pauatoal aq al Ion Jamul ao paawq oQQ patio degt '800113 at otit ofAloa1{p1 e p y yuapuad 70qdj6l' s11tit� '"-01d Va.4 .HossZ Do 13 o unW)(D dSd 09 p l l } l I W qugl pun lyWMe u aaWaa d plan pua 32'puupunq gal afmpn 114; am p00 P 1 la1�Ua l 19-1•suallappddo aula aUp pua (latuewwo� l yplu{fd101 (upnpp 6ulpu{wap pua6u{{ddal 11-5 4 1H eauM g�nlQwwoaw oq daw yapluoupwq luauawn pup pup>u. 6 w oa)tipo tuaeald of pw{nhw e(wya alyalyx .... JOU 0l tw1 tin ejodulal duwaliq . taualeolgwd 11aa1 paua{tnpp 111 modewaeyt uu0�al l 1amt0olnuow pla{ euB g L-0 n � YN^ ........_. ., ,_M gnaw Lrn.1 3A0GV .INVIIIJ 01. L13-43)1 0 .a—t.L OLiraPIVJs DavnHvls tim Orals ,0—ZL ,L_ s L L , L L— El .lL^ZL AL—B .t- o f .ti^OL .s—.a L .e .%—o .9 £ ,t^f .LL—,Zt .0— LL .Ol^AL .I £ Nw 0, HoNtf1—HU 61i10t10(1 .LL—'et .tt^tL �a—ILL .oL—oL .I ]Nld E L .LL_Itt —a .0^DLo—OL 0^ a .fINV16 Ills-30 Uz S LL—ZL .LL^zL +. edn L L^ ZL^LL L-Dot dnoup V dno� l3 dnauD dnalp9 Vp—D 138109 S 6u)oo.1g /a 0 _ r0 z 3oVdlj, I � ILr11A1 �JIISod>C3 'S�' 4�1 _Ud jU 1611.4 y�w.NIN•MIMsa�n/�W714 SBINVCIWOO ssnai NaBHinos— D 1ptgoD d-dnan 9 �dnlup 9 dn1>Jg I d dn1>Jg 1slaONeI em e Q I. dS N x dH 3 .�dS C% dS o- o N .�H �dS n < dS o r ACTS A Jr+ soon no a u as o qns T -FVID Pi MINIMUM GRADE OF LUMBER Top Chord 2x4 SYP #2 or better Boll Chord 20 SYP #2 or bettor Webs 20 SYP #3 or better REFER TO SEALED DESIGN FOR DASHED PLATES SPACE PIGGYBACK VERTICALS AT a OC MAX. ITop AND wrom CHORD S NOT DIRECTLY OVER ANSI MUST BE STAGGERED SO THAT ONE SPLICE ATTACH PURUNS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMRTED. PURLINS MAY BE APPUED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURUN SPACING. THIS DETAIL. IS APPUCABLE FOR THE FOLLOWING WIND CONDMONS: L(Q.d MPH WIND, 30' MEAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN ROOF, 1 MI. FROM COAST CAT 1, EXP C. WIND TC DL—S PSF,_WIND BC DL- PSF 140 MPH WIND. 30' MEAN Hai FgC2010 ENCDLOTS,CE p BLD PSLFOCA�TNEDD BANCYYDIL EREPSf F ROOF WIN b;RC::E3taii WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 1 x4 "r" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND BOX ,LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" 0/C. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' -WITH ER f LENGTHEB IMEMBEROR MEMBER. ATTACH 16d8NAIL O/C. JOINT TYPE SPANS LIP TO 30' 34' 38' 52' A 2x4 2.5x4 2.5x4 3x5 B 4x6 5x6 5x6 5x6 C 1.50 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 �k ATTACH PIGGYBACK WITH 6"x8x1/2" CDX PLYWOOD WITH 4—#5d NAILS IN EACH HUTH FACE5 EY 4 —V - O.C. MAX. W/ cs r a; 3 trl c„y Erection bracing le not the reeponsibglty or i= designer, plate manufacturer nor true fabricalor, persons erecting twsa are cautioned to seek professional advice regarding ereclion bracing which Is always required to prevent toppling Sol 'IHERIV 17 Fort Pierce D Iv(s i o n and dominoing during erection; and PPermanent bracing which may be required In TRU.95 2580 a Kings Hi vi specific oppraalions. See '0051-01 Summary sheet Commentary and recommen— Fort Pierce, R �4g91 dollons for handling, Installing dr bracing metal plate connected woad trusses (TPI). �[�]������'.�'j (Ba0)232-0508 (772)464-4160 Trusses are to be erected and iosloned In fastened to a straight and plumb Position Fax:(772)318-0016 where no sheating is oil 1pried dfrecily to the lop chords, they shall be braced as specified on the trues design. Trusses shad be handle with reasonable care during erec0an to prercnl damage. J "-5-;I,qc C Maximun Loading 55psf at 1.33 Duration Factor 50psf at 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING AT 24" O.C. l SCAB -BRACE -DETAIL 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•POINT-S OR I -BRACE IS'SPECIWED.• APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3"X0.131") 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 2x4 MINIMUM WEB-S!ZE- SCAB BRACE MINIMUM WEB GRADE OF#3 Nails /Section Detail ®�E Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. d I',, 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 ccftert T-Brace / I -Brace webs to continuous lateral braced webs. III Nailing Pattem -Brace size Nail Size. NO Spacing j� 1 x4 or 1 x6 10d 8" o.c. �I 2x4 or 2x6 or 2x8 16d 8" O.C. Note: Nail along entire length •of :T-Brace / I -Brace. (On Two-Ply's.Nail to Both Plies) I position r Nails X �y t k SPACING k k t j Section Detail L _ position I -Brace _ I Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2- 2x3 or 2x4 1x4 (`} T-Brace 1x4 (*) I -Brace 2x6 1x6 (+) T-Brace 2x6 I -Brace 2x8 I2x8 T-Brace 2x8 1-Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 12x4 T-Brace 2x4 I -Brace 2x6 • 2x6 T-Brace 2x6 [-Brace 2x8 12x8 T-Brace M 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, -1 x4 or 1 x6 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/1-Brac For SP truss lumber grades up to #1 with 1 X_ bracing material, use IND 55 for T-Brace/l Braci L-BRACE DETAIL 1 Nailing Pattern . L Brace size Nail Size Nail Spacing ix4or6 10d 2x4, 6, or 8 16d 8" o.c. Note: Nail along entice length of L-Brace. (On Two-Ply's Nail to Both Plies). �i SPACING t\ a L-BRACE Nails / Section -Detail L-Brace Web Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover 90% of web length. must be same species grade (or better) as web member. - L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or-2x4 1 x4 *** W 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. Truss: Al Southern Truss Companies, Inc. 2590 N. kin HigbwaY ThmDmimer )mac $ SOUTHERN Fat Pierce, F1 3495 1 Date: M/201810330:r7A2v1 C°n'p°DTI '�Of�TM COMPANIES (800) 232-0509 (772) 464-4160 (772) 313-0016 Fax 1 ft�: ION Versia1:2017.7.1 P 3i@d2) Material Data 6m Asa¢ 1565 y an i, Ptcjl Qy OHL OHR CANM CANCR PLFS spacutg WGI'/PLY 42 5 /12 1 t)O0 04D-0 140 1-0.0 1 24 in 202 N 42-0-0 6-10.15 6-6-3 7-4-14 7-4-14 G10.15 &10.15 1&7-2 21-0-0 2&d-7a 351-1 42-0-0 I Sx6 - 5 12 12 5f —I5 3x4 / 3z4 \ 4 6 —3x5/ US\ 3 7 df 1x4 \ 1x4 / 8 2x10I 200 0 5x5- I,I 59 - 1 T 15 14 13 12 11 10 3x4 - 44 - 3x4 - 3x4 - 44 - 3x4 - 0 0-0-0 1 8-2-0 7-10.6 7-10-0 7-10-0 &2� 1 9-2.6 17.0-13 24-11-3 32-9-10 41.0-0 2 Loading' General CSI SuMMary Deflection 1J (loc) Allowed fmd (ps) Eugc do mc2017/ TC: 037(56) \bs176 06h Lr164 (I2-13) L/180 TULL 'I 20 TF11-2014 13C: 085(1042) V.11-- 026n L/999 (12-13) L/2Q Tom.: 7 RpMbr,-- Y. \Vb: 0.74(112) R.CR 0.17n 9 ' BC: 0 I]>1L: 125% QmFa .V--2.0 13QI : 10 P6e0ffsrc(SeXYJvgk 1-90.) (2>i4�13,48.) (30-11,1-10,22) (40-0j-13j2) (560}I3A) (6903Z1 (7D-11,1-1472) (00.'313p8) V(94-121-9A1 (100418A) (11002-0D.) (124Q3SA) (1340330.) (I4II02-0p.1 (150-03-30.) Reaction Su�nary 3r Tvge ILRfamho 13mwih Maul RgdBm\Vdh M.PR Max(3avL6ffl MaxWidlbRt Maxlbifi Maxlix¢ I Pn(Vt+t) 1 8n Cma�sMa�uy MOb Ib41 bs - i86s 4986s .128bs 9 )1Rgt(Rbl I 86 Cm Mwm" 300n 1(41 bs - -Mbs -68bs Oh I Material St�nmraty Bracing Smummy ._ TC SP(AL9C\L20131�2c4 TC&adg 9andgrl f.W2-4Ah. .d V by0h- BC SPeAt9C6-2013)ffi2a4 agile BC&aBg 9im/ialaMm.4-11-4%fnd.Lnby0hs. 11-14 9'(ALS36-2013)rf22,4 VAG 9'(AL93S.2012)632,4 Loads Si nary 1)Th'¢n�lm1>Dr�daL'3e1lataYl'asdeu IolAhacmdvdV bodp4.dsdbad; 2)TTisn vhas6m?,da�dforhdf�afwidtvdsb � .���7-IO�hfglrK.g�dietiQC I60n�hutnagEgmueC,ruyF load,G3hbtipl3�megayR(1-IDO),Gaalatlg U-40ft<47334h-15f\bbt&dZ—T.a,N1d.eda&masdecLDOL-I60,fC7me\Vdh4fl 3)M'ni—n�c18di i,..,&� TBCTabk1607.1h.snotlxmappSA Member F� orces Summary T ��QMga�mmaxfs.�xa:blrgRc(no�na.rg�rderea.rn.n�.axblrg� TC 1-i I 0.742 -=b.5 4-5 OM ,7,627bs 68 0.711 -3.01c 2-4 0.791 - 4066s 5.6 OS69 -26171s 8-9 ON, bs EC 9-11 OA74 3;93hs (4I 986s) 12-13 0.754 1826bs (-766h) 154 0.474 3;93bs 05WIA 10,12 0851 2fA6 b,-1198bs) I3.15 OB51 264W 41976s) { / vAbs 2-11i, 0.135 408bs S13 0.737 n5bs (-382hs) 6-10 0306 635 bs (-23I bs) 4-I 0306 675bs (-281 bs) 5-12 0.737 835bs (-382bs) 8.10 0.135 -4081% 4.13 am .718 bs 6-12 ObM -718bs • B�� /��/ _\.\GENSF \��\\AN Notes �r ��\ �¢ /�- 1)TI,WdVi bam, g A9CE7-IOasnieamlbytc2L7n ilaBgii BCode IL'naaadaimhAl�SUfpf 1. / % 2)\6tQtand QtefeMeiala�dhorzaualdih6zsAcbivehadlJnteo pmrtqufctofdibvm&mdmdbad,mmp�asOdl LL�(Kv.l)aLYII 3),q�a4y-.,=W ' ¢d�nwl�as,�£glbyhTnasMan76mcpe,�TP>IR 1.2QU25emn242 PE 76051 ,Cq-1DQhu(xa,appOdbtgf§ebvaln t 4)L'ml.WW%tj®morabme.MWFRSOsb ft I j ] 7E STA 4 O R ip //��ss�OtVAL E�� �G ��\\ //III " 1J7I10ElmpyofdlGdc�shalhfianetnintieanimmgamr.TFrcds�gflmn&.fiLa1n�'sh�vdmi�aeeafdrs}vena�asppfallylrcTrua;Me.ufad�aMfds�pnrramvay a'dmnpl�ofbeidmmemafohtyteBgi7ig $Iiall M. B1e31dy 0aj�rAsalmbe�jawig'ndrxsaaapan¢orP'ur®'°1eB.�amgnWnd':g'v�'fatrnavanggmud�9v+n5xhmscingeardtfe"Imppanl�gmmm�8G3aaITLa"rygefaedd'validamatr�Nmrvmrphts9clbe 9wFse476051 mvebnurd(ySmp�on9mg8-TeCmgau�}Ircna®da�wasF31-27Q.AImru�rph7sereZ7�yFCvnL�le�aGidph�'sfofaudtya=l8"vluhid aan l3pugrytaeorStllS,uhidi i�d aeFight>ssbn l3���e 75g0(y7(�;}�A fl34951 Thiss: A2 Southern Truss Companies, Inc. 43 Pr� (��: 145243 1 _ ` : 2590 N. kings Highway SOUTHERN 45 �sonmo� Fort Pierce, F134951 Dale: 611018 1030-17AM Caripaimt T CQMRi4tw IES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax > 1 1 boa 20l I7.1 [B-1d 21 Material Database %wsim 1565 Span Pith Qry 014L 0HR CANT L CAN7 R PUES Sp wirg WM7PLY 42-0-0'' 5/12 2 ON 040 140 1430 1 24in 2WN 42-M I'I Cr10-1s s�-3 `r10.14 3-0-0 rr10-1a s�-0 &10_15 6.10-15 13-7-2 19-6-0 22�r0 26�-14 35-1-1 42-0-0 5x6 HS -? 81 5x6 HS 18 % 5 6 12 12 —IS 5F 3x4/ 3x4% 4 7 4xs! 4x51 3 8. rn 1x4% 1x�4/ 10� 2x101 . j 5x5- 1 1 5 0 T 16 15 14 13 12 11 3x4 - 4x4 - 3x4 - 3x4 - 4x4 - 3x4 - it 0-0-0 1 it - 8-2-6 7-10.6 7 7-10-6 8-2-6 1 9-2-6 17-0-13 2411-3 32-9-10 41.0-0 2 i Loading' General (M Summary Deflection IJ Ooc) Allowed L®d (ps1) B68Code: FBC20I71 TC: O85(4-5) \6tM 039h Lnsl (1344) LAS) TCL: 20 TRI-2014 BC: 085(11_I3) VnLL. 025h Lim (13-14) L/240 TCQ-: 7 Rpmbdn : 1a Wb: 067(414) FbMCFL- 017n 10 - A-1T: 0 DOL: 125% Q pFk .V.-2D BClx-: 10 }5ae00'ss(7 (N-12,1-9A) a"D _13,48.) (3D-12,1-1422.) (4¢0j-1322) (593V-IQI4) (WA-I0,I4) (7"0 -134) (MI2,1-14,t2) (90031343) (10 -12,1 9D) (1140341A.) (12D-02-0D) (13403410) (1400341D) (150412-0A) (16041341A) LI Reaction S�nnmry 3T TM, III &RCnnLo FAxV-Uh mniA Rg ftwih M.R® MaxGavLW M-WdUpa Maxtw M.H is 1 Pb(516q 1 Sn Cu Masmy 3D)n 1,696s - -Mbs -698bs -119bs 10 HRo1(uAt). I 8n Ca mMas y 30N, 16:9N - -698La CAB bs 06s Summary Bra Summary- Material rMaten TCFLauC Si.14. x_562= BC S+(p. 9 20I3)SSW a ;pt BC&au� 9xafiaforAui¢u410QF1xiidai�byOhas SP()922,4 1 11 SP(�L976-2013)Ri2x4 Loads Summary 1)Th'sn shssbmidei�AferMdf�d¢o IOpd6mmderdire6adpicdsdl>ad, 2)Th'sa ehas6m�tlag�nitoraedfesdw:d lnmh�da�i�7_IOvlifeklWngmdirtl:pe 160rt�hutimkE�veC,TWyFniv�O�6k4ip,HdLg�Q yR (1-IDO�QenIBt� [i.40f1x47331 h-ISAN.ErdZ—TnsW2dw %mbmaidawiDOL-140,CCZo Wdb4ft 3)Mifn mmg %xq MCTabk1607.1has=bmappfu &bmfngha=da i Member orces Summary 19bJ idxaecMm6elgmaxCS,maxaxnlfwq(rtaxm pciuo ddETaaafmnmaxaxelio� TC 1.2 0754 -3,5n bs 56 0b74-Z113bs 9-10 0754 -3,573 b, 24 0.768 -3jM s 6-7 0843 -%Mbs 45 0848 -257Ms 7-9 0768 -3352bs BC IWI�I 0474 3�46bs (ribs) 1}I4 0.774 Wha (-Mh) 16-1 (1474 3246bs (-Wbs) 1 !1It 0251 bs-1262hs 1416 OS51 2590bs -I=bs) I w1i 416 Q03308 642b�s (283bs) 613 0�545 mf� (-391.) 9-�i 0.13377 -41s� (-263ba) 414 OE71 -707bs 7-13 OS71 -707bs `_L Nacs �\\\���P�`GENS� `� I)Thsd�inbavdoi/SCE7-IOas� m�byt�e7D17FtxdaBalT gCode ` � � 2)VdCRudHtx�Qtan:imaalardlnr¢mmldd�nsAxbFelsdplsheaapmapmaxofddHmondaebdmdtnd,masAfl LL+(Kv_1)xIIll llna�da�ari,J�DlAH 1. PE 76051 r 3)Agin[rymwolt`Cq=IDO,hashmamTcloheplrlval�'md�n�aiases;mfdbyleTmsMan,t'au,cpeAT&IIVI I.71XRS�n242 4)Atrviiad97�nodaiagmp�amtpmd'ne, 1 AZ� S)[sdwidigdal'i®errcla�mMWFRSO+ytadng 1 STA � Q � I 0 ���Z ORID YONAL 1E\ MnCEAryyot6icd�9a16efimiixdoicmairnmcamr.The ofheid'aiSalruvsbadmd�abiia�draluamrap>tilb7heTnetManda�maMrdatgimfraauary aldmryink$offr3dameEna¢iahlytxFLdfnB Brian lyl_$1P kly Ih'gicAsalml6s`iawryv'ndasaa>ymnroipofa:.ulmgnmirgrtyort3dry�fahenrsmnperoedeq/�shminSrJiem+c{e8eandhe'lmpa'bnlnfomaeon&Ceicalhba'ptgefvaddcualidmre�Nmm®rpba9olbe ����1 nomdamydbySirnppm -TeCmyniry;Incnamda�wAiF3R-2762./ilmnn®rpLesarttA�uoe unL$trim%Ipheme'sD�iaeiby.:1S"wha'.s.-18lr,-bdhidmaeiighve;r l8pygeple 2590M1:. JkhRgMR34951 Id ' Tniss: A3 Southern Truss Companies, Inc. 2590 N. king Hig}lway Project 1�: 14�5213 �" SOUTHERN TROSS Fort Pierce, F134951 Dale: 672018 1030:18AM SoutionsTM CO�AWIES (800) 232-0509 (772) 464-4160 (772) 318-001.6 Fax page: 100 T[Ins1 Va6= 2(117.7.1 [3uld 21 Material Dat i6se version: l %5 S pitch Qty OHL OHR CAMEL CANTR PLIB Spawe W DPLY 421E i 5 /12 2 OOU 04M 140 1-0U 1 24 in 2071hs 424)-0 -0-0 fi-0-11 53-5 5-10-0 5-3-5 6�-11 7- �) 5-10-0 11-1-5 17-0-0 24E-0 30-10-11 36-21 42-0-0 I 5x61 6x6 - 5 6 12 12 5� I5 3x4 i 3x41 3x5r 4 7 Us � 3 8 A 1 x41 1x4 r 2 9 �i • 2x101 2x,01 g`- r,,,r _ p 5x5 - 1 , ,0 T16 15 14 13 12 11 3x4 - 4x4 - 3x7 - 3x4 - 4x4 - 3x4 - 'I p-0 0 i i I 0-0-0 1-0.. 7-9-0 B-9-0 7-0-0 8.9.0 7-9-0 1 8-0-0 17-&0 24{r0 33-3-0 41-0-0 2 Loa ' General sI Suu>mary Deflection 11 (loc) Allowed Iaad (pai) BY(gCodc FBC20171: a76(4d) \b4CR: ash L/M (II-12) L/180 TCII.: 20 TR 1.2014: 029(14-16) VdLL• 025n L/999 (13-14) L1190TOOL: TE 7 PpMb,[— SLs : 029(7-13) H.ZCR: 018n 10 BCLL: I 0 134L: 125% CsapTam V -2D B7I,: 10 i%e0frffi(7+a7C1Nfgk (Id-12,IAA) (240,113j6) (30-11,I-10,7') 1400313, f (1;0- 11,7A) (6:1-12j-3A) (740,113,T1) (80-I1,1-10,71.) �.I (9A0}1336) (IO.i11i•9II1 (IIA-0.•i80.) (I20-02-0A) (13fFOb80.) (14:1-1738A) (ISff02-00.1 (16003-30.) r Reaction ,Summary I'I 3f Type BmCs &¢Ridh Mad.] Roditykh M.Rasd Ma C—Lt68 MaxPF,dlbifl M 1w M Hau I Pn(Q ii I 8n ax—masxay 300n 1,5911% - -698bs -6%bs 1071s 10 FiROM( I . 8u Cm M—" 3Wh Ij911s - -8ba •608 bs Ohs 11I Material'.&MMiry Bracing Summary Tc SP(. tL�20I3)422x4 TCaadg 8hmteda P.Ssat37—AhA de pby0h- BC SPCAI977013)SSN4 BC&aciv: S.Mlailxisal4.8A%ind�byChn 12-15 SPtAI9]:2013)4R2x4 0,1 Wbs SPr]712)IA2x4 Loads Summary ���d�WfaMdrasAeb I)Thcaasslas lopoYbobrndaxd beluodplsdsdlads 2)7T'su�lms de�eifahedr�Nvidl>adsnamda �7•Ioalsietai siguardind:pt l6omphu4satE�ae�RJYF+�ad.fsbb1iR13sN sgGry Yn(f�IDD),QaalBtlg f7m5408x4733 h-15ftWF1dZm TnmNdt.a ddx ss6s .iDOLP1,6D,CCZ—Wdh4fl. 3)M'ifi— agra*baftn—dassvcAWTaW1607.1 hasndbmsappht Member Form Smary Ta i'sdmgMeMelgmaxcs.�xaxalraa (ma:axpp.ro�edafaa.6an a.� ram Tc I-2 0586-3$SSbn 5-6 0758-2;t58hs 940 0S86 -3"b 24 0664 -3;3M6 6-7 0061-2,468hs 4-5 0761 - 4686s 7-9 0664 1,VM BC 1" 0509 "Albs (-1,729bs) t3-14 0810 2,'xt5bs (4,052M) 16-1 03M 3,241 bs (-1,730bs) 11I I 1 f // ;0.113 OS7'9 76018(4440N) 14-16 0386 7606s 4.4396a) \o /�J/J Nis 2- 6 QI24 -352hs SI4 0231 3846s (-205h) 7-I3 0291 -734 bs �` M. / (-I366a) (-1366s) 6.613 4-�a 0290 75i� 0212 S85bs (184bs) 9-II �1 -351bs \\�\\\{�\�'�—�`��j Notes 1)Th'ade n's�dmA�B7-IOasrdamadlydeNJ 7B ida Wd gCode \ j 2)12<RarAftr RaRMaic+l8sdhorrtomldd§&xsduebFehadp4shepapmsgvsaadddLsrondamdedhsd,mmpmlasDlliLi(ICc-1)xDlllX..h—mdar—AAX%M1. PE 76051 3)/giaLYm 1Cq-IjA asb=appWoi tpbehealn ,wih asspaifidby eTn Maredad MATH/M 1-2002SaYm241. � 4)AwidodaryaetlnF¢geopm�expmdgg 1 71l' 5) ®I ' mmimsbealsm-ant(C(R)r�uiadasMl eon(s)dounAoud(IRrmabeadn7satl�&sp/xaHbaad,ssDWEBCIRBRA�FvabseisbC[Rsanddegaalhraos6sa: _ 1 ¢ STA 6)Is:du:dsq 's�amss�adonMwRcgOsy6ea:g _ � \\ ORID� G�lv\�� 810NAL � IIIIII TARCeAmp�oftls's'd�3elbefivniisdolme7nnmaaar.7ledw�soffmidNits3ltua'sbadandnaeaaidrury'mnaa;s5gfdbyMTmsMamdadaxasdrdas�pmlramaaq asdmmpl8x�ofheisfameemaxfMsbyheHsdtg Brian Ni Bleakly T]a@cA�lonh's3auisgidae;aa:ppsaxfpmk�rmlagiurigse�ad+drys>Hjfafrnixmngaxeadeign4wnSsMmw{egeardM'Impanminfmreem&GenalTbe p gfaaddeominf-Alaxneapbe;9albe 1,=Eg#76W maradaomibySns n9vg-T'eCmsp+s0;tmnamxdarcew+AF9t-2762.AIons�phe:aseXlp y,�u�Mq nTiilpheseesta4udbya=l8"wiids ndm�an l8gs�pbR«Sd lr,wtids 18gugepbe 2590Ty- H&R R3M1 Nruss: A4 Southern Truss Companies, Inc. >�,e: 43 SOUTHERN2590 N. kings 1Tighway die TRUSSF(at Pierce, F134951 tfnrz late: 018 M3019AM �i�`�015`�` CG ANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax �: 10 1 vasm 2011.7.1 [Bmld2] Material Aalahci9e lersiorr 1565 Spanp Q(y OBL OHR CANTL CANPR PUFS Spacing VIU PLY 424 5 /)2 2 0 &0 040 1-H 1-0-0 1 24 in 207 4n 42-0-0 7.6.14 7-11-2 6�13 4-11� 7-11-2 71i74 7-Cr14 15�r0 21-0.13 26-6-0 34-5-2 42.0-0 i I ` 5x6 HS 18 - , 3x4 - 5x8 HS 18 \ 4 5 6 15 I ' I12— 51 3x4 ! 3x4 \ 3x4/ 3 7 38 � 8 1U I 2x10 5x- 1 5 II 5x5_ 9 T16 15 14 13 12 11 10 1x4j 4x4-3x4- 3x4- 3x7-4x4- 1x41 I 0-0-0 I 0-0-0 .1 6-6-14 7-7-2 SS-7 6-2-9 6-&14 1 7514 15-2-0 20-7-7 26.10-0 34-5-2 41-0-0 2 n� L )adinb General CSI Summary Deflection IJ (loc) Allowed I-d (POBBgCode: IBC2017/ TC: 094(" VnCR 06b LIM (12.13) L/180 TOLL 20 TPI I-2DI4 BC: 097(16.1) VALL• 029h L/999 L240 92-13) TCDL: 7 P pMbrT—.. V. Rib: 035(&12) %.M 022b 9 ' BQ,I.: 0 DOL: 125% Qp�.V'� B2G: 10 r�olraesc7 t (1±4-121.9A) (21•uy1n1 (3D-11.1-lone (40.1312A) (s1-12,eu� (6Da3a1u oDII,1-lan) cal-12.1�1 (94-I2,IAA) (IOD03.890.) (IIflOZ-0Al (12403,4D.) (13•L123-U.) (141-123SD.) (ISD02dD.) (16r/03$90.) I Reaction Summary 7r T III Cw& BrRvAlb Mattel RNh M.P— Max(iav M.V"Lw Max Mm%rk 1 T%(RhH I sh Ca Ma=y M, Ij63bs - -Mbs 698 bs 95hs 9 HM(Q 1 86 Cm Maam 3Wh IX ft 1. Oh Br a Summary SP. 4 TcBSummary TTC al13-ona,ndb*y01s BC SPb�fdafr= AI vfnrdaaygg� c„fa&.e&<agE 1� SP %L4]i012)632x4 Loads S J)MfSwhabdkvArt—de010pbW—dxdhbd*ddb.& �22x4 dL�S3ia2lr0a13h)1 2)n�b�loz6�� 1�6oa�xa1�+3��.aSCrha.1.HrddsefdAe�rt8p ID0).o,Qbier� r�,�esmmax:c�s arw:wmm�a�ma�wr,b,.s�I7-lalfiobwtin xs400x4733flh=151k hEdZ=Tn ,N&cedwAm�dDCPItO,CCZ Wdh4fl 3)Mhimbsdna rTBCTabb1607.1hasnofbmappid rdkiarQawM:e�e�damtfiacnntnLn0rt9A3xa8ha. Member Form Summary a TC I• I 0955-34564-5 0376 -2,"bs 68 0915fi=as 2-urmmafry 0907-21636SL Offi2 -23716s 8-9 BC 9-0 0971 1143bs (-IfE96s) 12-13 0795 2518bs (.1,0s) 14-16 0951 3,142bs (-I(96bs) 10-12 0936 3143 bs-If99bs) 13-14 OT24 2384ft 4 W I&I 0974 142bs -1 bs1 ( Ribs 40152 13 373 ba (-152ts) 6-12 0.250 640bs (-245bs) 2- 6 0.129 318hs 2•A 0347 -876U 5.13 0.I75 -191 bs 8.2 0348 -Mbs C 4. �4 QI99 4906s (-120bs) 5.12 0167 -388is &10 O.I27 31465 '� 1)Th'sdayn's mA9:B7-iDaardeevslbyhe71l7FbrihBodfngCode XGENg��_��7j�f1,r�- 2,1r„0fiardHx4;(a,aadhaQar�ld�asb�b,adp�+a�rrgae.ardr�ardaa�d®died,oa�nnu+cl�.1)xT>n>ua�aa,,.�A7s,rH1. 3)Agib[yaruol Cq=IDghubmiapp4dbhep3chealnsanmde�aalxasspailhdbfMTnasMamdaoxepcAt3rtP11-20025�242 4,Flwideadapbibgebpxw4pondig / PE 76051 5) ® IMiatsaxuinxxabbalrmaie(QA)r�ui�arficbamn(s)9wnRrrasorQRmshadspbdydagonaNbamt,ss6W®QAHItA�TroratrrbaaabQ.ThaMdegadhsa�ss , IlR>F33RFJRM(£ — 1 6)L'srdwid>RHI,n:�htadmMR'R50+y6adig _ r ST) NJf1�Ampfof 8d T)SgieAr®Im6 Saw:gbd 3blbefomeadbhmmn.msaax.7leh d'h"sid'ndblh ar;havdonde�abeardrsryimim6s;yidlryleTrusMarufae�ardrda bhmauag arehmplar.^sofhcirfairaiar�fofibyhe8adlrg ssao>1nrvufl.ofis/c legru-Sgr Brim]M. Bleakly Sr=T-.if76wi rreruf omnibySrrlpaOnSbn$-TCCOnIp111xlKila�WaaaS qvd+Trysd�fa6ensmrWaraadep•,rs.1.bw:fnBsAem.e'peg�srdh'lrrrpaaralnfamarcnSeCacalrbs"prgefaaddfiminfarmmaAlmmmpha#blbe lE9i-2762.AIaxlll®fph68RIl1galQGUllxi.y....blpbC5PL6fnEA�Iya=1g'whd11dp6a11lSgaagGprll aSNlS.wfiih idratsahghb�l8gar se 2M111GgA&R R34951 u- Truss' A5 4` Southern Truss Companies, Inc. tdrrle: t B 2590 N. kings Ughway . SOUTHERN �2 T� �� TROD Fort Nerce, F134951 Date: &IaDIg 10-30:19AM c°"p°" o &mTm TrIuss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: I Of 1 wsoa 20�',7 7.1 [BiLd 2] rbbase Material �t 1565 Span pith Qty OHL OUR CANtL CANrR PLIES Spacing WGr/PLY 5 /12 2 0" 0(10 1-00 i 00 1 24 in 201 lht III 42-0-0 �I 6-r,14 6-11-2 7-" 7-" 6.11-2 6-fr14 61r14 13-0-0 21-" 28-0-0 35-5-2 42-0-0 it I , 5x6 HS 18 - 1x4 l 5x5 HS 18 - 12 3 4 5 12 T 5F �5 it 3x4 / \ m Z3x4 6 I 10 � 2x10 � lO 5x5- S7 1 1 7 Tii 14 1312 11 10 9 8 1x4 l 4x4 - 3x7 - 3x4 - tx4 l 3x4 - 4x4 - �I 0-0-0 1 it I 0-0-0 i.9 5514 6-7-2 7-10-0 7-10-0 6-7-2 5814 1 6.6-14 13-2-0 214)-0 28-10-0 35-5-2 41-0-0 2 Loa Deflection LJ (loc) Allowed Land �� (pan BagCadc FBC20I7/ TC: Offi(3-4) 161CR: 067h L/691 (10.11) L/180 TC L: 20 TH 1-2014 1c: 0.93(7-8) VAU- 031 n L1999 I I L/140 TCUL: 7 RpMbrinams:: )ES )W O75(2.13) H=cX 022b 7 BOLL: o nOL: 125 % C pP�,Y -2.0 eca : to RaeCffss(IlY (154•IZ,I.9'a)(5¢131zµ) (7A-IZI.9p) (gno -W) (11 I234Ip.) (100l12-0A) (11403-80.1 (I2402-0JL) (13•i-123-8p.1 (14003-590.1 I I Reaction''Sammary MuRma m c M W dibifl M.tw Max}biu 2f T— lil ftCmha Br Wdh m—'al Rgdt3rn14Bh vw I Ffn(lib41 I an Ca Mas ry 300b 1,T54ts - -(OM -w8ft 93bs 7 HR.I(W,* 1 Sb (hmaemmq 300b ISSbbs - -698b •698bs Ohs Material -Sum nary -Bracing:Summary TC SP,K-1 6-2013)6224 TCB.&W S.WmRdbsat24-gRAnd.�nby0haa BC SR(ALSM-2113)R22.4 aCBndg, 9mhdwR k at3-11-Ah r &*by0laa Vz. I �AL97 b2012) S3 7x4 Loads Sunurtary I)Iuhwicubgdm°1dfaleMasda IOpdbm.,h.dhelad*A.dbad; 21Th'ars�lsvborda�dfahed(sEofwidlsdsna®rd rm � 7. 10Whfhfl.,,ftsddml:p[160mphutnmt;EgiueeC,RilyFnd:ad,CnbbRp,Bub'ngQsgwyR(I=100�O.valBtlg iirs401ts4733i(h-15ffME Z—Tn.,N&.i dwLD&g.6i--L-160,CCZ—Wdh4R 3)Miimnrnaueaecbafh.—d.—JhTDCT.bL 1607.1 W=bmmppW I Member�forcesSummary Ta*��Manbal[Amax(2l,naxa,alfa�(aaxaxnp.fam�cdafaaa6�mma,axalfa� TC I.2 078 -Vmba 34 OS53 -2A7ba 5.6 OffiI-2�761s 23 0531-2S761a 4.5 Qm-2937bs 67 0.763 - 02hs 13C 7;8 0925 3,1906s (-1,7656s) 9-11 0903 2,3666a 13.14 0913 3,190ba (1,764bs) &; 0913 (•1,7651s II-13 0306 2N)ft -1 ba 1-9 09S 3475 bs-17646s Ntln 2' 4 QIO3 25565 3-II 0506 5906s (2761a) 5-9 OI93 475 ba (4396s) 255bs 13 0.754 -725bs 4-11 0279 -403h 6-9 0.754 -725 bx p� p 13 0193 475 bs (-896a) SII 0306 590ba (-276ba) 6S QI03 2S5 h: Not= I)Th6dL�166g9ilmlASCE7•IO651d..,6Ebyht217M ida&gftCade 2)1h1CRaM CRa,eFewvalnMMriea.atldflmmdrbF.ebadpl¢bmepnmpn+mtofdil®ndamdmdbad,�nµmlasLHI LL+(ICc-IIxOdl Lliisaardasms�1AT1311R 1. \ � 3)Aq.ly�" �x,Cq=IAJtashmappidoirphebeal�nadap�vnhaassPcfidbyheTnasMsndamcpaN3lfRl•tiXRSatun242 = PE 76051 4)Rmd-dapuCdr^^agebp—p -'k,F - ' 1 5)L'eda:dW, -fii bavdmMwFRSOibbft I STA i �i O� C OJJRIp/ \ 70NACG L E ���llll 111111 . t1TnCEAmpynfdud dal6efianBdbbca�snaxramt.TleMynoffw.dr�aineae�adonddgna�asdrryu'mmissypLdb�feTnasManufeamard n5ssgmMsmraq asdoxnplsr�offKnfomainstfuhbyfeStb7rig Brian Ni Bleawy i),a�cAsalmfe�'diaui�ridmtsaapbnmfpmf®ualmgimilgn-giasb8ys�farhen somraau�sdtounsslemrapsgwdlse'lmplaesxlnfartremn9fineattlx�•pegefaad?ro'alidamaimAlannoaphadalG: 9und76ml Epe marmGonadby Sling-TeCmganalrcbaambnxwdsF9L2762.AloxvbapLaarc70pp�g5unL�h• tdpbe�e'sfa>S.nnl6ye=15'vh'dibd ar_san lSgavxpbSar'S71S;wh'diidoaeh{ emnl8gaµgepbt 25907y- ARe¢B34951 ----------------- - 1 ---- - ---- Southern Truss Companies, Inc. Truss: A6 _...,.� � .:. 2590 N.king; Hgbway SOUTHERN � Name: l dbc '.�O$5 - Fort Pierce, F1 34951 Date: G1018 10-30-20AM 1}iso)ufiomrm Q CMPANIES _ (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 101 tkzs L.201i.7.1 P.9,121 Maw-ial Urata Ihue uasax 1565 Shan P'ltch Qry OHL OHR CANU CANER PLIES SPacug NWT/I 42-0-01 5/12 2 04W 04H 140 1-00 1 24 in 2011h, � 42-0-0 510-14 57-2 fi-4-0 6-4-0 6d-0 57-2 510.14 510-14 11.6-0 17-10-0 242-0 30-6-0 36-1-2 42-0-0 it i it 5x5 - 3x4 - 4x5 - 3x4 - 5x5 - 12 3 4 5 6 7 12 5� 3x4 / 2 >!;5 ins X'al 2x10� �g 5x5- L 1 1 5x5- 9 T16 15 14 13 12 11 10 1x4/ 3x7- 5x5- 3x4- 5x5- 30- 1x4\ 0-0-0 0 1 i� 4-6-14 &11-2 9-0-0 9-6-0 511-2 4$14 1 5-6-14 11.E-0 21.M 30-6-0 36-52 41-0-0 2 Loading"i (S1 Story Deflection I✓ (loc) Allowed L.d (psi)]General ftcdo MC20171 TC: 0.70(4� Wat 0.71 aL16a9 (12-13) LI180 TCLL: 20 TP11.2014 BC: 056(13-I5) NMU-. 032h L1999 13 LM0 TOM: 7RpMhrlmease: 1§ Wb: 092(&l1) H-at 0.196 9 BOLL: i0DM: 123% pepFa ,V -20 BCOL: 10 Phearsas(blPa121-9A) C1:1-143 ) (3no39A) (<no3aA) (5>f01-0P) (640.�SA.) (7n0.39R) (M-143Wa) II (1., A) (1004134t81J (11:I.12380.1 (12002.803 (13a03$A3 (14II02-80.1 (I5:1.123418) 060Q388L1 .1A 1 Reaction Summary M.P(eaa M c—upa M.W dU$ t M_1W %Wfbla Jf TM, Bm,C—b. Bm170h MOM WBmWM >h(11h91 I I cxv M.." 3Mb Ij546s - .698 bs -Mbs OM 9 MU(Rhl I 8h Cm Maamy 300e 1,554bs - Mbs -6986s Oba. 1Vl----l�Sim nary Bracing Summary TC " 2013)R1. TC&adg 3imielarAaiset2.°.O,Aaiidapbi'Od'°a - 13C SP . .3)S52x4 BCBm&g 9-tdmP.*. 4-94lAafnde5gabd0h- 11Cs SP 20121902x4 Loads Summary 1)77u;n�hashmi'ds�dfatrMas3¢b lopiLotrndodFelndpiad dke� 2)Th'a�hsshmi�de�nifafedl'msofo:dl>�nem:da�4F/-IOv�frfoU,:ig�acdY.di�e 160rrghul:ragEgm.eC,FuyFidsd,CnbbNpHulfiffiC'eeBayB(f-iD0),Qva1BNy LIns40flx4733f�h-1514Tii&dlmeTrus,T39xrada�msdedDCIPIlA,OC7meWidit4ft ' 3)Mbirwmsva a&ba&gbamxda %4fiTBCTabk1607.1hasmsbmiapp&d Member �?orces Summary Tabhi dmeManbclL\max(9 maxaxalfaq(naxmngr.fo ¢Addfaaafiu n rexaxalfm� TC 1-2 0633-3j336s 46 026-3381bs 8.9 0M -3S31M 2-31 0681-3p18bs 6.7 0673-2,756bs 3-4 0673 - 7566s 7-8 0681 •3018M - BC 9.10 0.422 3,221 bs (-1,911 b,1 II-13 0567 3317bs (-I=ft) IS16 0.452 3,2M Fs (-1,816bs) IO;II 0.452 3203hs -1 176a) 13.15 O-W 33176s-Ib01h), 16-1 0.422 3211 bs 42106s) I W.t. 12-10 0083 207 bs 4-13 0.142 350bs (415bs) 8-11 0.458 -57)bs}5 0.458 -a�hfta (-3556a) 6:309121-77.133h (-1151a) SIU U.08f XN is43 OT1 -713 bs ` 7-II 0329 8096s (-355bs) Notes ` I)Th'sdejpa'sta mASCB7-10asafaemibytr.7p7PbrideH�3frigCade PE 760r31 2)3hIW1 Otarelxwuwlandhorcemldd1--d ebbebad*imuyaaryv tdddmaidaeodmdb4ompmlasliB lSh(Ka-1)xDd IIiimwdam +hAT91fA 1. � ! 1 3)AgmfrymadGmr,Cq-lMinsbamapphfbtryheheairm + ,{�vaba 4v'dbyheT=Ma�acpmANMIPI1-27D25®n242 _ 4)Pm'idtads)ua't�'aiagebpnntpa 7E 5)Isdwidsgf6mmomlamdmMWFMS RSOd�kndrg STA R1� 0 ///\ss/ONAL ECG\��\ i� I KBTCEAap�•ofhsd�n51m16efianiiudblceu�aarnmr.Tla�iv�of6-sedvdalnx>baadmd�{nuvaandmpvnmsmppfal6y/eTw�Manffameard�&as�mMaasvaq•ardan�la�dhufomeinsefefily u $IjynUBlealdy L1�jarAsmlmhe�awigidm�aagamdpofesvarolmgrmig�asb5yss�Ha•fahensammpavtd�9wn5e�lt•m�cpa8cudte"Impewminfmremn.4efnanlTFwdpageforadd�alefmhatbnAla.mnnrpbBdialbe lb $neErgg76051 mamd'aea�barSm�sn9agTeCampa�fncnam�darimW�FSR-2762.AImmemrpLaare7Dp�Gsmlmtcsp¢ifdpheme'sfobmaitya"-IS"whd�id'eacsan lSgauapLRv'SJ18;afidiidiataah'ghasan l8gat�ephe 2590111Gws}�hh A3C951 Truss: A7ProjectNalne: ! )� Southern Truss Companies, Inc. 1452-B 2590 N. king Elighway TnssL7e : rmc SQUTHEiiN Fat Pierce, F134951 Date: H1018 1030.21AM COf7 1iiS" TRuDS COMPANIES 232-0509 ,(772) 464-4160 (772) 318-0016 Fax 1 of 1 V,io. 201 h.7.1 [Build 2] AQale:ialMtahtsevcmca 1565 Sp.n Pitch QLy OHL OHR CANFL CANrP, PLIES Spacing WGC/PLY 42-" 5 /12 2 04H 000 1130 1fi0 1 24 in 197l s 42-M 49-0 49-0 M-0 7-" 24-10-0 4-9-0 32.8-0 3730 42.0.0 4-9-09f-0 17-2-0 5x8 HS 18 - lx4 l 4x6 - 3x4 - 5x8 HS 18 - 12 7 3 4 5 6 —15 T f12 51 tx4 / 1x4 \ 8 rn A '7 IT 2x101 2x10 Sx5- III 5x5 - 9 T15 14 13 12 3x4 - 4x4 - 3x9 - 3x4 - 1, 10 4x4 - 3x4 - I 0.0-0 0-" 1 'I 8.{rp 7-8-0 7S0 743-0 8l-0 1 2 -0- 9-6-0 17-2-0 24.10-0 32.E-0 41-0-0 I.oadi General (SI Summary Deflection v (loc) Allowed L-d MOW/ TC: 0.77(2.3) NkM* 0 2h L/567 THI-2014 DC: 0.48(1S1) VnLU 038h L/999 (I2- 3) L/I80 (12-13) L/240 TOLL: 20 TCDL: 7 %pMbrlm : )is Ptb: 049(7-12) Cudar L• OnLP 2L1999 On 2L/0 (1-1) 2L/120 2L/0 AQL: 0 DQL: 125% cudailL H=C71 019h 9 HCOL: 10 PheOf -(L¢7;Y.A 8 (I:FI2,IAp.) (2o0,iI3,19.) (3:1.12j8A) (40�i890.) (5042-OA) (6:I.12,38A) (7:1. Z2 -W) (800313,19) h (94-I21 9A1 (IOo03SA) (I Io0 -Wj (12I-I23-80) (13040350) (14W-M) (1560MW Reaction, Slu1m>ary 2f T C-bu v;m Mahal RadBmWih Maxl3ma M.<hvLw Mar Rid M-LTPM M.H k -Mbs 5M I Ra(%I),l I 8h CauftWmy 300h Ij546s - -6%b, 9 ARo3 I Sh Ca Nf—y 300h I$54U •6986s -f98ba Oh' Material ISu�r }' $Cd Summary ig TC (�=3)922x4 d ¢pd TCB Sh.WR.*w 2saR.Fd6Vby0t— 3-5 5P(A1-'M2713)5S2,4 5-7 SP(MSOS2013)552r4 13C 2013)M,4 OC&adg 9.twwHdieat4 A%kds�byOMs vift Sl*��M12)032c4 Loads S1'unmary q'11dnesbazb'm'�d�rdf 3edfds.:»,Iop�xbacd�aaaF.a38dp36�d)v� z)7>,'sn�baabord�rakervaorw;d�hao:.m�,.+,,��-low�h�rotn.:g�ai.�a:�e 16om�dan��.�c,rwr&a�cnbL�Lv.���S�yn(7-Inm.�3m� Di.40f.4733�b-I5f(13x&dZa Tns N*ic dvab-re-&e DQ-160,OCZ-Wdh4ft 3)M'.imdmrcbadhg 7I hsanrdanm.4�TL3CTah116021 lasrosbon applal MemberlForcesSummary TakndasMmbclgmaxC4.maxaxhlraa(max�d�.ra daraad6admaxadura� TC I.2 os1-3S271a 446 039 4A18bs sA o521-3327La 213 0767 -3218N 67 0397 4,019 bs 3d 0598 3,M. 7S 0766 -3218 he 13C 9j10 0.479 32366s (-1911 hs) 12-13 0139 4J11965 (-2)OS bs) ISI Q479 32361c (-1910bs) \ / 1 12 0467 2941 Ia (-I Ibs) 13.15 0467 2 2bd -I bsl P135 2.115 OZ3 -388bs 413 a 426 hs (•420U) 7-12 0494 1217bs 315 0166 408h (-263�) 6-3 (�1>� �I4� 7Ia a166 4�� 0m p [7 (-7141a) \� 1V3-1.7t (-26�) N� lL� 313 0.494 1216% (.7136s) 612 0166 424bs (-4701s) 8.10 -388bs EATS \r MCC \ ` 1,Tbadn's u1aWSCE7_10aarefavml6yfe2176bifa1lddng0ode 1. = PE 76051 2)W4CRand CRanieva4vlandlvamalddkmxss6Kb hebadplalmapmmpma+ofdi3nar�d�bd®dkad,mmpudazl7dlLL+(Ka.l)aIIil Lii�amdanms�AT911F 3)Aqualy bar,('q=IDO,haslmiappLduhepbxlwln�ariadvavalraz5pm7idbyheTn�Manufm.cprAT90A 1-20025rmn242 4)Amid�sdspmrma.agzvl`tvddpa.dg bram�aL1WEBQRLiRAA�Faelena6noClRsarddw�lhan{g$ 5) ®fry[a6mro.uisbealrcmeid(C[R)m}uelethelafix{t)doanWiasofClltmeihe.d�adyde@*all DwFEt4IWCRCa � PSTA [r 6)uddwhd 6a9dmMN�itSOdyis&g �0�` �e�14 OR( NAL I I II11111� TYTf1�Ampyofh'sd �ndlalhfivnfltdbt�castimm�*aar.Theh�orh's'r�dnfitalnasuh sdmdc�uveard�imnar:sppidbyheT�xMantaaaraMi&ss�mlum.a�y ardmnpla�orkida+m6rsafa16y1r1i0ii�g BIj3D 1vL $lealdy 17�icAamlmhsdawig''rdimaaaq:arn ofpd ualdpimrgrePae3�iy�Llyfaheniamnpon*ddegn�mviSa•LemwFegraadle'7mpa�u.ldmreim&fimealWa^R+gefaeddmrialidamartnNm.�rplBd®Ibe rtmmd adedbJS%ipmn9Ln8-TeCmo?nrq{lahaandanxuliFSR-2762.Alarumorpt+tia�e-0CpµgCunL�fmfdplq C5fo1Tsn16ya=18"d�ihidia6an 18�ygepHRaSNIS.Nhd�iidE6ahghetvai l8ersgepbe SME-476051 2590NAi H¢hR fl34951 Southern Truss Companies, Inc. Te A8 145233 • 2590N-king Highway ProjectName: ThmDOMer: d)Ic SOUTHERN Fcrt Pierce, F134951 Date: 6112018 103021AM T i 0r15TM TRUSS (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pdge: 1 of 1 COMPANIES vhrsoa 20 3 [Build 101 MateriallJa version: 1564 S)ralt Pitch PIIFS Spacing WGT/PLY Qty ODL CHR CANTL CANER 4240 5 /12 1 000 000 14)4 1-00 1 24 in 2161bb 42-0-0 1 6-2-0 6-9.0 6-8-0 irB-0 6-2-0 1-4-0 40-6-0 42 1 7-0-0 ,4-3-0 21,0-0 27-9-0 34-6-0 ` r1-6-0t1-fr0'1 t I-3-2 4 4 3-2-&— 3x4 - T 12 3xq_ 5x5- 3x4- Fix- 12 Sx8 - 4 5 6--15 5F 3 :T v o, 3x7 \ l3x5- li7/ 8 3x5- �� 9 T15 14 13 12 11 6x6 - W - 3x7 - 5x7 - 6x6 - 10 16 1.5x5 I , Sx5l 0-0-0' 0-0-0 1-4 6-2-0E'r9-0 6-2-0 1�-0 40.6.0 42 1-4' 7.6-0 14-3-0 21-0-0 27-8-0 34-6.0 Imadinj General CS[ Summary Deflection L/ (loc) Allowed Lmd (psi) WgCodc MC2017/ 7•c: Ob9(2-3) 3brQt 029n L/524 (12-13) L/180 TPI I-2014 BC: 093(12-13) VrtiL• 0.44n L1999 13 L/�0 TC1L: TCCL: 1 20 7 P pMbrisxnax: Y% Wb: 094(8-11) (bm/OHTL• ONKV 2L/565 2L/I2) CauCHLL.• 002n(F 2L/999 (99) IL/120 1 BOLL: 13 Q : 0 110L: 125 A - 10 %2M. QI6b 10 pse00ae;(]mX'kArlgk (13-14�-3JI) (LI-1231,12.) (33-143 ) (4;1-1238J1) (300;Sp.) (6c1-17 -W (7:1-1Z34A) (M-1734,14) (16000M. III (9-143-3A) (I ) I1043$0. 12542 1 13040380. 143-024a) Reaction n T. Summary Combo. Wm, Mabel Wdh Ma P-3 M.Gw MmRisd Max Max7ia¢ 16 PhCAA]4 I Be CaameMasomy 300h Iji%ft - -W8ft �M 46b. 1 Se Gm=Maaxay ION, I$ m - 108U •698bs 0b. 10 mu(m MateriaTc l Summary Bra ��'.'�'.'��,'�`''..��s`.Js, f - � MB 9..hdw%i—a9ARd d b by0t— }3 SP BC SP 2013)582x4 5-7 SP(A7S0S-2013)SS2x4 9CBaft q tddorprsis&l0-0,Wf�dabby0hes 2013)122x4 Wb� SP Loads St 2012)h31,4 I Iruluary I)7iu;tesl133� 2)w.kb hs�dfafrdfmmfwndbadsee®rdanm�A9CE7-IOw+rtefkn�—d!rn+dip¢Di-408x4-15414a k7.dfbrf—T.5am lOp4boErnexrdfacbadpiehadbds idZa TnK laced,,6_ .JDQP160,CCZm Wdh4ft 3)Meiraanm(sd:,geaovdari¢.arif9CTahe1607.1hnndbmiep WMemborcesTC OAM -Q43s 4-5 0541 -0,56S1s 7-8 0684-7,715bs 0688-2,7141s Sb 0541 43676a 8-9 0.467 -405b BC 9- I1(il 0.458 -3425 b, 62. 0937 - bs 0 0.453 4256s (•737bs) 12.13 0987 4JBIIs (-2J0660 IS-i6 Q458 425bs �(-2336s) 1 i 111'�2 0L.458 4251s (-7376a) I3-14 0987 4jI00La (-2,199Cs) 16-I 045g 425bs (-239hs) 0702 2.4426s -1 15tr,) 14-15 0702 441 hs-1332hs) �� N 4x • - ✓`�i W. 2-6 2- 0339 -I}Wft 4.13 0383 769hs (-3411s) 7-II O061 192W (-79is) 5 Q917 2p29ba (-1,106be) 5-13 QII4 -363bs 5-11 0938 Z030% (1,13 N) 3 �5 0060 189hs (-79bs) 613 0368 769Es. (-32bs) 5-10 0339-13906s / % } 4-'4 0697 1,7151s (-%7u) 6-12 Q193 a111s Q193 -621 is 7-12 0697 1,715Ls (-Wh) L `, PE 76051 Notes I)7 ,CR.rd f� aJSCE7-IDasrtfemzdlyheIQ7FlxiffiBebad i 1 "Qtzmt ueialaMhori?aftLddftiorcd�ebF.ebadplslmeyanpmaaofhltmondubdmdbad,mnprtiasRfl [L+(Kc-1)xUdl Dlsa=&nxuhATS11fA 1. 3)tbsOterd 3)l1i§bdd •' 4)lkhb&dehx 5)Rm,•u. a`�+ Ix3' \ STA . ,C9alfxl hasbanapl6alnteplaebbalmisan wsLsassps7nibyhTnasManafaorepcld9/I-AI-2102Saam242 i, .bgebpmea(mdrg / \ ad�wdi'Cagaui�'lrami.sa;DWEBQRRRA�fa'aiami+abQRsazddegomlhmmg,a / O •F �3 6) ®i D- Fmnimstaeslroxaa:a(CfR)rapvafaNxbaton(s)dxiartNoasofClRmeb \ `��\ INCR // ��4ORI� • 7)lia�dwidsq, G\� Passs6avdmMt3'FRsa+Htndea �� /111111 - KlD(£nmpyofh Y�dblhefianihdbteamimaxtalx.TtedcPnof4�id'nifiralnraisbasadmds�avaa"dre(uim'mssg4ridbYheTnxaMaru(aoaeaMrdisupontrameageMmnp�ad42nfammumsefahbYh��"S Brian MBleaMy L>m@bA�lonh's —ms- dbySe, wngid'oxsaoq�aiaeol'Pmfesaala(gin*^8nysotiyfarlxmsnmpnwdegn9bwtSfemwrPaBs+nAle'7mpuartl�amaen&CmealTba'ingefasddmmlefumaunAlmmmrP,+es9mlM �, Sivg-TeCmp+nylnceaamidar�ni�E9i•2762.Ataxu�{a are2lgar(gSsa��le iedp§esiesfobadbja=l8'whidiiJne:an l8gaug�SSor'9Y1$',whihi,daisati�ersan l3ppugpise 9vaF gif7605I 2590M H&Rli,.n34951 I Southern Truss Companies, Inc Truss: A8GL $ - SOUTHERN 2590 N. kings MjiwaY Try e4ie: � ilkiss Fat Pierce, F1 34951 Dater &1R018 )0-30-22AM Co P—ASolmxxn Th, COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of3 Vasio¢2017.7.1 [Bmld21 MaterWDetallasev=si= 1W Span11 Pkh Qty 01IL DBR CAMEL CANCR PIM SP-* W(T/PLY 42�Ni; 5 /12 1 0" 0" 111-0 1-0-0 2 12 in21011n 42-0-0 I �1-4-f1, 6.2-0 5-0-13 5-4-13 54-13 5d-13 5-0-13 6-2-0 11�-0, �14-O 7-6-0 12-10.13 18-3-10 23-8-6 29-1-3 34�r0 40$-0 42-0-0 1®d TC:S-: TCOL: WILL: 19 5x8HS18- 3x4- 1x41 5x8 HS 18-3x4- 3x4- 5x8 HS 18- 12 3x5 '// 10 3x5- 20 19 18 17 16 15 14 13 21 7x6 - 3x6 HS 18 - 3x7 - 3x4 - 4x4 - 7x6 - 12 2x51 I 4x4 - 3x6 HS 18 - 2x51 CJ7 J7A J7A J7 J7 Q J7 Q Q O J7 0 J7 Q J7 J7 CJ7 0-0-0 0-0-0 � +1.4-0, 6-2-0 5-4-13 5�-13 � 5�-13 5�-13 5�-13 1 74 _. 12-10.13 183-10 2356 29.1-3 34ii-0 40-8-0 2-0.O General CS1 Summary Deflection 11 (loc) Allowed (pd) MgGA. FK2017/ TC: 084(2-3) V.CFL I n L/464 (1&M L/180 20 TPI I.2014 BC: 053(16-M vau_- 0,43n L/999 (I&M L/240 7 P pMbrinams:: Fb Wb: 094(2-20) C IV014TL• 003nIP 2L/639 (11-II) - 2L/120 0 00L: 125% CUUM"LL• 002hLP X1999 (II.11) 2L/12D 10 %i Cpl 0.16 n 12 �NBk (13-4V-3A) (2:1-1231a) (3:1-1%3-SN (4:1-1238,a) (50A34%) (6W-SA) (7:1-123�8A) (81-1238A) i l (9:1-1238A) (10:1-1231,7J (I13142-3A) (12002-IOX) (13043.V) (I4:1-123.8A) (ISDAI.12A) (16:Id238A.) Reaction' ry 1f Tvae �I Bn:Canbo B+ulums Mseul RgdBl¢N8h MaxR®a MazGavLbFft Max115d 21 P'I III I-- _ - - 8i+ C7 Nl—y 300h 31M bs _ -Wbs 12 HRai(%b1 I Su Ca—Ma¢my M, 2Wbs --I9/5bs Material,Surunwry Bracing S&unary TC SP(N-9352013)B22x4 «apc Tm ig; 3ielialw%ftaLl7AP kd¢bby0— 3S SP(AL9]L20I3)S2x4 6-9 SP(AL906-2013)S52x4 BC SP(AISCli:013)3S20 BCBra6g 9iml+aforllxisu3li-0,Rxiid�+by0hvs Rlht SP('4L9Y-V12)K32x4 Loads S III 1)Th'stuahac ��mary Aa9 lfarkdfnaAx:n lOpolnwmdvdFetedpbsdadhads 2)Th'stu$hasbmtla�+slforkdf�ofuidln�neandanma���7•IO+W+kfoM+ieuxddFnliQa 160mphWisakFxpaveC,hJyF+wiovi,fsbb}iP.B+iTnBCetgaryB(I=IDOAOucaFBtlB U-40fb+47.331 i-lSkZEnd=Tns NffiQad,.b-,si&ADOL-IL0,OCZ—VTdh4fl 3)M'nrmrnaxagezrcbad:rensaadasu .IiB3CTel+�1607.1 hwMb—ppTsi -Ib756s Obs PE 76051 1 r _ 1 STA � 0 �i �� 4 O_R1D 111r1I11\ ion troahb'kBulft BrianMBleakly x Pb.dwbe 9va.Ene,47l I w 0 0 a EA AN 0000 N N N � N « « « « « « « « •°v « « « « « « « « « « SAsa SSSSSSSSSSSSSSSisisaSSSSSSSSSSS R$tb$tivst q 510 Wv% v N a% 4 W v gig Z� g 9i g FA g 0i v 9t€ I— W SSSSSSSSSSA Ladd ;;aaadd (^y 5qq titj o h � •:� � � � ��ga�g��&g��g�Bg��g�B�a�B�����g�•�� ��&B��ag����&�ga&g��8�&a���&g�&��ggg � N , Southern Truss Companies, Inc. Tivss: Bl 1' NectName: 145243 SOUTHERN 2590N. kingsIE911AUY TnwD0g=- dhc II Fort Pierce, F134951 Dare: N1=8 103023AM I soilm«DTMTRUSS 'COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax= 1 °f 1 n4cs Lf iaaa 201 11.3 [B1nld 10] Materiel Data use veniom IYA Pitch QIY OHL OHR CANI-L CANCR PLIES Spacing WGULY 'I 5 /12 3 04W 000 14)-0 0L)0 1 24 in 87 N 20-" II l 6-2-9 4-5-7 4-5-6 5-2-10 6-2-9 - 10-8-0 15-1-6 20-" 4x6 - 3 12 12 �5 5F— 1x4\ lx4/ 2 4 '4 m v 3x31 " d 8 2xl0I _ 3x7I 5 1 1 3x4LLJ T a 7 6 T 3x4- 3x4- 3x4- - 0-0 0-0-0 In4)-0 6-11-14 5-4-4 6-11-14 -0-0 7-11-14 13.4-2 20-4-0 Loa ' General (SE Summary Deflection IJ (loc) ARowed toad 09f) BUBCodc FDC20171 TC: 046(1-2) WsOt 024b LI897 (9-1) L/180 " TC[L: 20 TPI 1.2014 BC: 0b0(8-1) vnu_ 009u L/999 -(8.1) L/2AO TOIL: 7 T4epMbmTmmse: Hs Ntls: 02l(34M) TbmCft 004b 5 , BCIL: 0 DOL: 125% G p i",Y -2D BCOL: PheOifms( 10 k (15-14 -3 1 3003-1 4 1 1 52-7,411 I-120 (850.130) (Summary Reaction jr T II Cmio VI& 1406.1 Roftwil, Maxlimm M=GwLw M.Vw Minx MaxHxz I %(W q 1 8is CL M—y M, 794hs - -3M1s -Mbs .6fa 5 T18a1 1 8b Cm U—" 300n 794h - -338bs .338hs Obs Material Bracing Swunary - TC 9', fS11[umaly L97G2013)h22x4 TCBredr, 9mhdl Ah* 4-24 R f d�bjOhn . . BC SIR 2D13)4f22o4 BC8.aw 9=tWwFtx%at6441,Fafndmjpby0Ms Nis SP 9dw 2012)h32m4 t,L9CY2013)922.4 Loads St I)Th•a has '1dsm�alfmryfrfM&.b 10pA.0..dbdk6.dptsdsdbad; 2)Th'ab�hss 'dag�edfor/a�i'asdaFdbad;naonrdari¢v�A9�7-IOwhkfobe:giurddned:QC I60mphuEmapETWjEd:sa4(h66tipH�N lg�egayB(I=IDO),QaalBgg tim404bs4733 I�-15$?4%E,dZ—T.MN&..dl b-dJ iD(7rIb0,C>CZ—VTdh4h 3)Mnman " ccbadagbamda .� ATBCTabk1607.1h..mbanap3al III Member•1orcesSummary Ta6E��MmbclLlmaxG4,noxaxhltmq(maxmmpctms8ddfeaalmmnaxaxhlfm� TIC 1- 0455-1SIObs 34 0352-1216bs 4-5 0290 bs 2- BC . 0428 -1 bs -I '1 0521 1.162hs ld41s) 631 050 889bs -390bs 8-1 0604 1 9bs (-776hs) VAbs 2 "� 3 I 0104 -335b; 34 0.127 314bs (.138M 0.198 512hs (-2496s) 46 0.030 2511a (-208bs) lNA. Not I)Th'sd a 2)VmcRaWnw, 131 on/a9CE7-IOasiA'amml6yh.2(17Ftrida&�if gCode \\\ 'Ota'ete fmtmdhmv I&A m dwbbehadpisimma'rpwrofddimfondmbdmdbad•mmp,adwtkl L+(Ke_ I)tI. \� 3)MmfHod ,Oq-IDJ,haslxaiapidobxphehtr•Ins'sarimd�wb�sasspa£dbyheTrusManfraataepcN9/IP11-200 0br 242 4)L'adw wffi bmdmMWFT4SOsy1>ft ! PE76.51 1 STA �i,����•�C ORI� NMCEAmp9ofh',EdtmshalhefimiiWofn adon uaar lleiL nMh'sid'ra ins;ubamtlond ainpvdre)uicreesgpLdbyheTnexMandancardni sponiramm�andmmpbxrasaffiebfmre6nmfmAi4yh.Buii:g Brian Ni Blealdy D-60.A-I. sw4gnd aecaagramotpotearmle�nmignspoisisSy�NyforMsusaxnpmimtdegm9ounSsfrmwpmgeaidk'Lsmmaminfmnaim&Cxncalllvdpe8e(aaddmmalnfmmaemNorntmrph�dalbe 9—Ei,476MI IV/ mantlaovdby SsnB-TeCmpa�{Tanaon+da�we,T3R-2762.Narn�phsart20�sg5wL�lc�sifulpbesvesfi,6nudlya=l3ah'diiiGziaan l8� p1+gm5NlS,wlidii�draesahgheisail8pugepbe 2590N H&R T134951 Southern Truss Companies, Inc. Truss: B2 e. 43 SOUTHERN 2590N-kingsi i�lway T,;ni� 1 d II -TRUSS Fort Merce, Fl. 34951 Date: GIIA18 1030.24AM SQil16Drsy+ COPAPAM MS (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax ice- 100 20 r> '61L3 [Blnld-10] . Mate ial Da se %ersiols 1564 S { Pitctl Q(y OBL OHR CANCL CANrR PM Spacing WGr/PTa' 21 5/12 2 040 00-0 140 1-" . 1 2461 9011n 214-0 6-2-9 . 4-57 45-6 6.2-10 6-2-9 10-6-0 151-6 214-0 I 4u6 - 3 12 12 5F—' 15 1A 1114 / 4 rn 4 101 21110 . 3x4 3 T 5 - T 6 7 6 3R4 -; 3x4 - &4- 0-0 0-0-0 I1-0-0 6-11-14 513 &11-14I 1-0.0 7-11-14 134-2 20-4-0 21-4-0 Loa ' General (SI Summary Deflection L/ (loc) Allowed Load (psn Bldgo k: FBC2017/ TC: 0.46(4-5) M.M 026h L/937 016) L/180 T(IL: 20 TPI 1-2D14 BC: D58(54) WLL• 0D9h L/999 (56) MAO TCtx.: 7 RepMbrl—: Ms Plti: Q19(3-6) HY.(3: 045h 5 BQS-: 0 DM: 125:4 �aFimylG=20 ' HCII.: 10 Rse0lrss(1 l: (13-14 -3a 1352. 13A 4 1352 55-14 - ) ( 1-I )' Reaction (Summary ]r Tvoe BtaQ bn BgtNldh Matrhl goft ldh M.Rasm M.CravW M.V"tw Max1lpTRfMa H.& I 1%(M I Sit ConaaM.,myy =b 8336s - -354 bs -3546s -65Is 5 MU(Nh I - 9h CavmMammy 3DDh 833bs - -354bs-354ba, Ohs Material Summary Bracing Sumx" - TC SP AL905-2013)#22.4 TCB+amV, 3mMla%kwt"AFWindab1b70fivs BC SP 20I3)M22x4 BCBrentg 9ntedaAuisat61:0,Baitde;@�byOhas . Mips SP 19OS-MI2)IB2z4 Loads St e—T"A I)Th'stusslas ' dmgnad bioobaCmdudFehadpbsdadhad; 2) hb.has ',dei�nitalydiaEofw9dbad;bamdar�¢ssii 7-IowhMobuirgs�adf.�iPi 160nWhufneRB•Haan{',i+J�'F+dlsei.GabkFiR»18��YB(<�1 �1>�8 LFs40fbs4733 h=IsftT1t&d2oeTnas,t7�cedwdrmts�eit7(I<rlfA.ac7arcwdbaft _ 3)M'i,i-7,211i haTignamda-YATWTebkIL07.lbmnotbmappial _ MembrcesSmmmary ��MatmmmaCSI,�=Wf«g(mx=V.r�deraaa6�nt�n><a,Coifo* TC 0.4%-1,607bs 3-4 Qau -I(i42 bs 0.445 -1.441 bs 4-5 0.457-1/D7bs BC "I 0.58D 1439!E-810hs1 b8 0,M 1116s (-0401s1 1-1 0S79 IA40hs 4<Iibs) ' Nis 2 0.106 •3466s 3-60.195 4981s (-2446s) Q195 49865 (-2446s) 46 0.06 -3461s I)Thisd®yfls � 2)WCRatd 3)M-19'mmdC4�ID0.hashmiappWbhepYelltaalle�rsabaasbyheTn�MandaOaaPaMHIfA mhSCE}IOasa!•aemlFrylrXl7R:ida �itgCode \ j�� R/ /�/ Alan:lrowtratandhu¢amiddkdpudebbrtadplalea�ampmtofddla'mdurbdmdted,mmpminsilfllL+(Ifc-1)>a1bl LXimmdatmWt/t�9/IP(1. \\ a•'•u` �� I-2(ID25aim242 4)L®dwodWBt� \�� p+ haaaltnMWFRS0;0ylmd'�yg �jEN&4l N�1%I \ PE 76051 1 _ STA lI1111 N0110EMq/orb'- twnhrundnlol>Lv®naraamr.ThdL ofhci�,5fin�ms;'abanlmd�oirbatdmry:makay{tEdlp•1e7ne�Mar.dadarandtdatgmManvay aMmmpls�oritiitfunamnmfodibyhl3ukLg BtianUDIE21dy Ib�ncA�imhi; wigid'masna$a3nxofpof®iva�mgrmigr�art iya rakmsaYrypmedsgn3nua8slnmua]egeaMfe'7mpYtuitlnramaumiCataaR3le"ryget«addamalnrortreionAlmn�pla�9ollX ytnFmn6ost venJsdaally � Swg-TeCmmmrylnoilam)Nano:w4,ESR-2762.Al—pla...Mga.M.Latespd fkdphebafobs Wbya..-lrutaiemmml8ptgepbs; SMIS,Wo)idutaablghek(nl8gatgepi& 2590N - R16¢R34951 �II1 Southern Truss Companies, Inc. Truss: B3 SOUTHERN 2590 N. kings Highway ProjectName: 145243 Trussdbc I� �fflug!� Fort Pierce, F1 34951 Date: e1rz0181030:25AM Dcn4v 1q3t, Soldonsirm Trim COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 100 Vbisoi 2016113 (B1n1d 10) Material Dat�= vemm 1564 Spa � Pitch Qy om OHR CANPL CANCR PUB Spacing WGGPLY 5A2 1 04H 000 140 01)0 1 24in 821bo 20.4-0 &" 5-4-0 7-" a-0-0 13-" 20-0.0 4x81 4x5- i 12 2 5� 3 12 15 3x31 Q 4 2x10 1 317 1 d 1 1 34-I T 7 5 T 5 3x4- 3x4- 1x41 7-M &4-0 7-0-0 &0-0 13-" 20-" Leading' General CS1 Smeary Deflection IJ (loc) Allowed Lmd (psn Bi%G4k: F C2017/ TC: 0.71(2-3) %mck 035n L/622 (7-I) L/I81 TCE.L 20 TPI 1.2OI4 BC: Q71(7-I) vnu_l QI4-n L/M (7-I) L240 TCQ.: 7 Rq)Mbrl—: V. Alb: 0.13(3-7) B-CR: ON 4 13C[L: 0 DOL: 125% apr mg_20 eCOL: 10 Rae0FW1.XV! ): (15-142-3n) 243.49.78) (3:1-1233p.) (42a41190.) (5:1-123-M (6441-12M (73-L3Wl Reaction &I mmmry III I 7r TVR BrRConho Brn.VIOh Mabhl Rr4Br9Nidh M.Rma 1 uO Lw M.WdU.Tt M.LW Maalim I Mph I I 8n CmamMavmy 30D'o 758ft - -3386s -3381a 491c 4 Wtd(m% I 8n C—Masray M, 755ba - -3381a -338bs Obs Material Summary Bracing Summary TC SP(`k9052DI3)tf22x4 TC&.kg 9. daAaieati-J0AR6f dipby0hes BC SP(,43M2013)KN4 BCB ft Sh.W.Paic .'7AP f d.�pby0h— albs SP(�AL 20I2)(82,4 Sick ��,�S�'�+,((AA�LL93r3r,22.0011.3)t22a4 Ibend.t,dfat—T.96mIOObN IndvdFeMd*sd®db.6 2)Th'an.hasbm.d.k7Wfah.T.fuWb.6na=d--A,k9M-10uA1efdav%—dfrefipe IGOrnFhuhraSE�nareC,AdpEdaQCnNhfpHdi'rgCa�ayRQ=IDO),O,oa1BY(g 13rm40fu4733fth-.1SftNaEidZn T. N*wcdevbmaiie.iDC -160,CCZu Wdh4ft 3)M.iram!aaEea¢ba6rgnwmrdwmW iIBCTabt1607.1 Iasnotb—ppfid I I Member Forces Summary Tab ,dm¢ManbelL)max�,aa xa�lra�(aa p fdnr� 6�n ra a alr� TC 1-21 0.703-1355fJs 2-3 IIM-12046s 3� Q486 -1 bs BC 45"I 0509 10636s 1071s 5-7 0623 I bs (d04hs1 7-I Q710 1197ba 43166a) Ribs 2.7 0091 2256s 3-7 Q132 3246s (427bs) 3-5 OW 2056s Notec I)TUd 1)Th'sdap)tc onASCE7-IOasidammihyhe7D17fbidaHuHngCade 2)V (3tand QLaMieve&alaMlgmanaldd�orsd,¢bivehadp4sfinepmmpmadarddl®mdumdedkaQampudasLlfl LL+(F:a-I), [ktl tL'namdarc fiA)31fR 1. 3)Agmhid y��� Cq=I00,hasb-appWi3f"heh-1rda ..Wp 4L�mV ifnlbjh T=M.,.ffi apcAT�90R1-20MSmun242 \ �w�fp� B \ N •' - • \ 4)Av+idrada)uaei�aiageolmwapud'ny s1L�lwid�m� la�loaMwrxsoyma,g 44—i - \GEN&4� \�N �1 PE 76051 STA ORIG_ ���� lrilll T17r10Elmpyofh'atla�n9mlMfiand�dutreuio�mrraat.Tiede nofluis�G.iAatnra'shavitandewjioisha.dmpiawis�q>pbOb4'IrTnxeMandaocandrdrsupon tnsassxy ardmnplm�ofMnfomafmaxfahbyheBu2ing BriMM.BIWIdy Rs�cAsmlmh'sd(aw,gidiagaanano:ofpofmrdalegrmigsiiyrrcheauaon�pwuadng�Man;atKmurpnyearidhe'7mpunn(nfamiaimdOmealhkes'ps8eforaddroalidom®eonNmurmrph63albe yyuaFigg76061 ne.uf aicdb�SmpanSivgTeCurp+m;Ircnaauda,rcs3�E4t-2762.AImrm�phasam�(pygGunL$hn)mTvdpbemsifdoaidlya =18"whfi idoesan lSpy[phR«q%IS;uhEiid®aslighadi lBprysephe 2590111Gas}iehR fl3495 �w Southern Truss Companies, Inc. TLuss: B3G SOUTHERN 2590N. kinLNlghway Pfhm ��, T, Titl1SS Fat Pierce, F134951 Date: MQ018 103o-26AM T - CGPAPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pale lof2 Vrsioa 201& 113 (Build 101 hlerial Data .. v essme 1564 sr-','i Pitch Qry OHL OHR CANEL CAMrR PLIES Spacu7g WGULY 21 4 qI 5 /12 1 0-H a" 1-&0 1-" 1 12 in 131 Ibs I z1-4-o 3-D-0 5-1-5 5.1-5 5-1-5 3-0-0 I 3-0-0 a1-5 13-2-11 1a4-0 � 21-4-0 � 4x4 1 3x4- lx4j -3x4- 3x4- 3x4- CJ31 J31 J31 J31 J31 J31 J31 J31 J31 CJ31 I 0.0-0 0-0-0 1-0-0 i 2-0.0 5-15 5-1.5 _ 5-1S �21�-0-0 8-1-5 13-2-11 18-0-0 2(14-0 Loading General CR Summary Deflection IJ (loc) Allowed t.md BggCode: FBC20171 TC: OM(3-0) V"M 03n L7717 (8-9) L1180 TOL: 20 TH 1.2014 BC: 054(&10) W11-- 0.16b LM9 (9-9) LrM TCUL: 7 IIgpMbrl—: W Nib: 055(4-7) HX.M 0056 6 BCL: 0 IlOL: 125% OnPFw ,Va=20 1 Rs(ii4U j 1 all Cm M—y 3mil 6 HBo9(Wa I 86 CamepMs-" 3mn MaterW Smmzkry- TC 3P AL9]52013)N22,4 BC 3P AL926-2013)Y22x4 11jb� 9' AL905.2012)N32s4 11 LSoads mart' Load Case al: Sid Live Lmd Poml Loads Wnbc II L=in Dh*n I.asd Tlb' � HIM 34F11 Lp 29Ta 7bpOd 44L12 D— 20bs 24n BaO,d 40.2 Lp 86s 24n TopOd 6d12 Dm. 20bs 246 BaCid 60-12 Lp 8bs 246 TapOd 8412 D— 21hs 24n BlCd 80.12 1p Sbs 24i, TupOd I04-12 D— 276a 24n BmCd 10612 Lp 86s 24u TopOd II-3� Dmw 20Is 24h BmC d I I-3-4 Lp 86s 24 h TapOd 13-34 Dm 202s 24b BaOd 13-34 UP 81s 24 iI TopO.d IS-3-4 D— 216s 24i, BaO,d I5-3-4 Lp 8ls 24n T,*Chd 17-3-4 D— 20k 24h BaOd 17-34 LIP $1. 24b Tq,Od 18+0 Lp 0bs BolQd 184.0 Lb 29b 433 bs - -337bs Bracing Swnrnaryi:2= BCBren,g 9.f l.P fm.14-5-qP iidWbypns 160rtiph w:,,atF�,.�rwyt;,d�,�w�I#,,BI���yrt p-Im),o�exlBBg -337M Obs DajajxrA�lmfus6aurgnd 6aa>pan¢nfpof�rsle�oimnBls�rl3riy¢IL�faM>�oxl,Pawtlmgndioun5ei,emvpgeyidfe'ImpacwlnfmlainSGe,eaR-bps"pa8efmadfnxaliffonluionAl¢..nnrpbe�alix � I DI,m 1vL D,eascry �;� '{ marndaaxslby 3argTeCmryasO;Il,cnaoadam. E,ER-2762.AImemrPhae�pdugKunl�le�idphemeclnbudbye:l8"Alniii,do6anl8gnugepbSor'Stl18;whdlidiaceh- nm,l3 9ueFnR4760i1 tnI S`4S°f sh ��e zwlxlr.�«xa,wP..�a1ao;I Southern Truss Companies, Inc- led : Cl ' 30U7HEFit�1 2590 N. kind I idimy Prc z$ 1dhc miss Fart Pierce, F134951 Date: N1/2018 I&M27AM con,p0t S0hMicMTM Tnm . COMPAN IE3 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10f ) Vmn 2016.11.3 [J3.1d 101 Material Datlllase wr oac 1564 S Pitch Qty OIiL OHR CANT CANI'R PLIES Spacing WGT/PLY 171 5 /12 3 0(10 O0A I-" 04M 1 24 in 66 N, 17-" (I 57-2 34-14 5.7-2 9-0-0 174)-0 I 43 j 12 12 1x41 i v i i 3x3\ 4 WO 3x7I 0 I l O 3x4- 1 � T6 5 T 3x4- 3x4- 04 14M 8-0-0 041-0 804 '1 1-0-0 9-M 17-0-0 Loading General (NI teary Deflection L! (loc) Allowed L®d ("0 Bigf•.d,• FBC20171 TC: OM(2-3) \6tck 021n L/844 (61) LARD WILL: 20 TPI I-2014 BC: 077(SI) VALL. 0f16n L/999 (6-I) L240 TCII_: 7 RtpMbrfm )Es Wb: 0.17(3-5) FbzCR: OD3n 4 BCIX 0 MT-: 125% GapFamylkr-20 BCQ_: 10 A+eOff�OnJ.'3'MaY. (15-142-3A) (2043-1332) (34-03-13R) (42-7,41190) (5:1-1234M) (6041-12M ReaChol.A� SUMMM J Jf Type 11 BTCambo B.Rltiih Maenl )WdBmVkh M.PR Muria Upm M-V"I 50 hwLw M.Hxit 1 M(Qy!I I 8n Can ),a 3DOb 664 bs - -2821a -282hs 55M 4 HR.1,(V? 1 8n C—M—y 300n 664bs - -282h .292bs Obs Material Summary Bracing Smwwy .Tc 9'`(AL9762013)92N4 TCT3r4Gg 3mtdorPwis 49411ofndsgnbyOfi- BC SP,M=5-3013)QN4 nc&adg 9mtdafAzw7-0QAai,dcgtbyChas. Albs SP49--ZY,2112)(132,4 Sfdc (AL97.2713)k22,4 I Loads Sti�nmary I)Th'stu�hssbm,dsBtal fb t—Ta &= 1DpvSboaandb,dktb�dpbsde,dW& 2)Tucn�nasbm;asg�farhdrasorundlsd;naanmrn ,+N9�7-laAhfoba:,g, d&mdip,a 16DnoutireeE)pwycr Fid'Er&sAGbbliiNRAlbgoQ 110=IMXO—lBug Di.400x4733ttn-15ft7'btF Zd Tr,asN*eadvbayedadl7a.-160,OC7mewdh4ft 3)Mninmso,agI oeba Mi,.=&—,,ATBCTbi--IM7.1hssmbm,appr�d Member Form Smm, ry Tabf i da�Manba]f�maxB,� axblra�(a a� ,,:ra�rderaaa6onma.a blrp a� TC 1-21 0485-1192h; 2-3 Omf -953hr 34 0673 .971 bs BC 4-51 0.749 Wh (-385M it 0.774 IDS bs 679hh) � 2. 0.141 -341 fs 3-3 0174 429hs (S9h) NOtet I)W.da•Bnsb��i mk9CE7-10asnf— dbyieM7Fbxida&df Code 2)VnCRa,d QtuehcwCsladha¢mbld�hiorahebFehadpltslmapaxrips,mtorddkiondaebdetdbad,axnp,�asl]d1 iL+(I(c-I)xl7dl lli,aamla��Y,AF9AA 1. Jj j� 3)AtptaTtya l myCq-IDD,Msbanapp�bfryhebealt v4i�az�aifdbyfieTn�MnndmvvpaAF&I(PI I-Yg2S®m242 � j� \�\ N ` A - B 4)Tb.d.iA p baedmMNFRSChbbadtg \ P P E 76051 1 � STA //(f 1111 0. WI7CEAm(ryofdtkdai�Salbefian8(dblrasdonaatameTl�,ofheidldalrtei:�aaimd�gna'vnatd 11�uAsmlmfia�aa:lgidmaeaq,amof(mfePor®legimigngiaeLiymLijfahtugoxrgncah�shwnSe:trana�gmndle"Impnwolnfmtmund:CanalFku"pageforadiuxalnfmremnAlaxvmorphesdrelbe mpum,meappWbyheTntrMandanmaMnfatgiml 4q andan,p(v,mofinid'mreimsafafi(ry hauA)ig Bilall lvi'$1Caldy namdaaadbySm�,nSeongTECurgxu9lttihasudar�ut,E41-2762.AImme:rpttesaie7Dpry¢StnLalm�fdpb�e'sfohMdbye -IS"ahii, i,dmesan 18pu�phear'3Y 18;wlid,ida�afi�,b�t Isy tgepbe S�Etgi176051 zs9oxr.�src�trl 834951. ' Southern Truss Companies, Inc. Tmss: C2 SOUTHERN 2590 N. king; I�igl3way T� � 1� TRUSS Fat Pierce, F134951 bale: 611MIS 103o-27AM � �So dio,,7M COPAPAN iES (800) 232-0509 (772) 464-41.60 (772) 318-0016 Fax Pag : I of 1 Vemm-201(i�1131 Blnld IQJ vfaterial Delatii a vemon: 1564 Spanl� Pitch Qry OHL OHR CANTL CANTR PIES Spacing V.URFLY 1 WIOII 5112 2 004 0" 1-" 1-" 1 24 it, 691hs I 18-QO 5-7-2 3-0-14 5.7-2 9-0-0 18-0-0 4x5 HS 19 1 3 12 1 12 5F �5 tx4 \ Y yh0 2x10 c 3x4',I 34 - 1 T I 6 5 I 3x4 - 3x4 - 0-0-0 0-M 1-0-0 8-0-0 8-" 1. )-0 9-0-0 17 0 0 18-0-0 Loa ' General (NI Summary Deflection IJ (Inc) Allowed L-d (Ps-0 BUgcod= FEC2017/ TC: 052(2-3) V OL. 0.45h Lf389 (4-5) L/180 TOLL: 20 TP(1-2714 BC: 094(SI) VnLL: 0.19n L/940 1 (4-5) L/240 Tom.: 7 RfpMbrtnaattt: Vs Wm: 018(3-5) CudCH' 1. Oh1P 2L/999 (1-1) 2L/120 BOLL: 0 DOT-: 125% Cam/OHLL, On Wo 2L/0 ffiII.: 10 13xxQ(: O03h 4 PbeOffsas(h¢7(YMxt (ig142-3ff) (2¢0.11332) (3"3-1390) (43.142-X) (5:1-123-80.) (640.1-12A) L� Reachon'S1m>�cy R Tvoe III 1dreC-*. BMV.M Matel RadBmWih M.Pe M.C—QRt M-W4dLW M-WiO Munxz I F.(Ab1) I 1 8n K G M.Tv 3DOu 700 hs - -29)hs -299hs 55hs 4 mm(V131 1 8h Ca Mavuy 3DOi1 7Mft - -299 hs .2991s 01. Material�Sumaq Bracing Summary TC Sp(k-i0i3713)4L'2s4 TC11a5{g 9hfida%icac2,9-q%fndepbj0ha DC- SP(1L9C&2013)iRh4 BCBmdft SI�Ixiiorllaisat6-1141)eSnd�ty0fnx WH. SP('A 2012)932,4 Loads Summary I)Th'an�hasbas'de�1a1(arttdlaadeb IOp36aonetalFebadphsdwd6ads 2)Th-stu$hasba�d�iedfaf�edt'�ofwidhad;neumrdasmJh.1�E7- IOwfilefobsvgurddndiQ¢ I/Amphul'vmkE�paaxe�rwfyFi�dud,CgbLiipl3iifrgCa�wyOQ=IDO),O.ea681ig Dins40f1x4133f1h=I5ft cF-i4Z—Tna,Niil ad..b—OeeiDO-IL0,OCZu Wdh4R 3)M'niswn abad'nghaaardm .ihTBCTabh1607.1t.,—baaeppW Member �orces Summary TabbirfatsManbalgmaxB,maxuel(a a (maxar p .fo�ddtrfeeafiommuue fwa) TC 1-2 0.422 -1293 hs 2-3 U1734 05(18-12431a HC 4-51 0928 IMI.-711hs1SI 0944 11 fth -712hs) Wffis 2-5' 0124 -30OU 3-5 0181 446hs (-90hs) Notm I)Ttr.&s p'i 6 am4SCE7.10wtdammdlyte277Firi)aBufngCnde 2)vnat.M Qteseltw6a,asdMfva�ldihsonsdtblukedPlstieaeymmpme4ofddl�nduendmd6ad,a>npmlazLlfl ll+(Y,c.1,rlMl LL'nsav&�shAT9/fA 1. 3)AgsnFyaraol,Gq�IDO,hasbmieppsltteplaehtal�amdegnvallsazdbyhTmsMamdamrapaN3/IFI I.2:102$®m242 ``\l { 1 I I \ 4)Li2dw5ds� 'i bLWwMWFRSOsyke&g \GEN84 i = � PE 76051 l 1 74 STA �i,40RID /llllltl NJnCEAmpjdB�cdag�9nlbefiani3�Attea®mars2mr.TT h.,isaflwidvSdn si;bavlondsp�abea�drepvmorssgyialb9heTrus:MenffaoaaMrdaymtramaaq aMmngtntiaofheidmmemaloAiLylelLULg [B�ncA�lanh'adzwigidiaesam{tvimofprof�isnlan,'nn.4ign-,pmd�yssHafarlxn�axsspava�dwnSa:twmss�geandfie'7mpuaminfamaimiOraalNxs"pugrfaaddwnal'rd'mreinAlaxumorP6�3u1M BrianM Blealdy rtamdaaael6ySm(mn3trg-TeCargenylKn9anda,s¢-sW1ESR-2762.Naxr�rpbe:amD7�a�mds;fespx£.dpbesveefoWaibye-l3'whdiid ban l8gaug�pUSarSgl3.ah-diidi-msah'ght anl8yaugephe 259013 - FidiRl4r¢F134951 • 4 l r Southern Truss Companies, Inc. Z'nLss= C343 PhmD rune: 145z$ ''• �•� •- .: SOUTHERN 2590 N. kings l-ijiway Tran�I�7er. dhc Fart Pierce, F134951 Dale: 61112018 1030�AM Solutions,rimTRUSS NIES (800) 232-0509 (772) -() -Fax Iore Version: 20) 11.3 [Build 101 MAtaial Data a Versio¢ 1_%4 S Pitch Qty OHL OHR CANTL CANER PLIES Spacing VA37/PLY 1 5 /12 1 0110 000 1130 I-0-0 I 12 in 1021hs 18-0-0 1 3.0-0 74)-0 11.0.0 15-M 180.0 lir 4x41 101 Jx4- CJ31 J31 J31 J31 J31 J31 J31 CJ31 04)-0 043-0 1-0-0 2-0.0 4-" 4-" 4-0-0 2-0-0 14)-0 3-0-0 7-" 114)-0 15-0-0 17.0-0 18.0-0 Loadh4l General CSl S mmxn y Deflection U (Ioe) Allowed Load (psf) BidgCodc FBC2DI7/ TC: 035(2-3) vnm- 0.14h L/M (&9) L/18D TOLL: 20 Tpl 1-2014 BC: 037(8-10) VAU- Mail L/999 (&9) UM TCTL: 7 RcpMbrkro : W NBs: 02A(541) H=at 0.02is 6 BCLL: 0 TWU-: 125:6 Oapp."'Yae21D I Ffi(M4 I 8h Ca Masuay 3DOh 350hs - -2T3bs -273E6 9bs 6 MU(Rh I 8h Ca Maxmy 300h 350hs - -2T3Is -2731s Oft Material mEnar9- Bracing Slmnrrdry Tc SR `AL,9,,0,F2013)Q.1.4 TCBredt 9mt4 eugt2.5:20000 BC SR,O 2013)faN4 BCBosig; SmldaFUinat5.711AvFds�pby0b s VAW Sp 2012)#32t4 _ Loads S i)Th'snsshas d-", salfrf,-AMdxt 10pdb.1—dvdhrbadplsddted; 21Th'snmhas"a�,dratrerasofa:�dEaa;�a�m�wr�s�-Io.,r�erfatr`:gr:aacd:�al6orranw;�aB��•�rE�a�b�a>>���rrtp�lm).oaalBl� LoadC= ''1:StdLiwLoad Point Load 2x101 Mantic III Lomfon tsaim Lord T&Vmh TopLld BUOd 3410 340 Up Tip Ohs 29bs - TopOd 44Y12 20bs 24h BaOd TopOd BUC d 441.12 60.12 6412 LIP $ lws b tip8bs Shs 206s 24h 24h 24h TapOd 8412 n— lobs 24h BnrOd TopChd 8042 9-114 Lp tba4 8bs 2Dhs 24h 24is -- �\ �'� `GEIVS , F BaOd TapCd 9-114 II.114 Lp lbws 8bs 20bs 24h 24h i PE 76 51 ` HmOd TVChd BnOd 11.114 13-114 1-1 4 tp 13U_ tip Sbs ^J)bs 86s 24h 24h 24h l 1 Haan - 15430 tp 29bs /q 13 �40RI'D %- E G \ N s/DiVAL 111111111 3nL,/mpy �scA�imtsii dap�dal6ficnrfiadofemrinmiazTloffenfdaltsuba�lanaiseaMnquierocsgykltryMTnsxMandaamadrtTaymlcmcagandanpinv�ottridammionsafahbyieBumrg +gild saa�afPor�aloP,h®i48s�'��S'�i'fatrn�ompaet�dwnSelemvc{agurdbe•7mporan<Isdam®im&CeicdlNc'pagefasdTdnralnfommumAlammiphssdnlbe Brian MBltaldy SnnFnRR76051 v.ffanuelby 9mz-TeCar®rylrchamdanaMBsE4t-2762.AImiumorphesareNlgazgSml�fc fialphesvcBiobuadbya�IB"ahkhidassan 18gasgVhrm34IS,whihidiaraehj?Atrean lggntp*c �5y1Nr:.,ees&a. A}c'mfli6V Southern Truss Companies, Inc Truss: 031 SOUTHERN2590 N. kings Bighway T o�ca 1 Fort Pierce, F) 34951 Date: N12018 1a30-�AM R `- ,� COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax � 1 oi'- �Th- V4sim 17.7 [Bmld 141 „ Material Da versica 1564 SIR 11 Pitch Qly OHL OHR CANIL CANTR PEAS spacing WGrlPLY 41 I, 3535/12 4 ON 0" 14-3 000 1 12in 12Ihs 4-1-7 1-9-14 2-3-9 _ 1-9-14 4-1-7 I 12 3.54 F 2) 1X41 B 0-M 1-9-14 239 � 1-9-14 41-7 . Loading General M Swnmary Deflection L/ (loc) Anowed TI (pg) Bi%Cadc FBC20I71 TC: 0.13(L3) MnCP- 001 hill,LIM (45) L119D TOLL: 20 TRI-2014 BC: 025(45) 1 Vttu. obit Lr999 (45) L/240 TCS.: j 7 RgMlri— M Plb: Us" 0"dowR. OMn 7-rm (1-1) 3.l17D BaL: o DIDL: 125% aaranz 001i, 2L1999 n-n 2Ln2D 5 Ifi(116 II I 11313n Ca Mmq 300', 59bs - -9ft 4 HM(r, ) I ISit - 300n 95 Fs -41 bt -39h 3 mma ��) 1 ISn - 300n lift -27fe -nf rdateria is m>mary B1 a.pYib Summary TC S JY•`•`-�"`"2013)i2214 Tcsm*g 9imhdaRrisu63-0,TMiiday�iyOMs- DC S(AL9]L2013)N22r4 BC&amg 9�n4�¢IaArisu63QArindaysby0hea Rift (A).90 I2)MN4 Loads Su gmmary grlu;niah�bim�dfa4edr�8eb lo)dlmadtattFtampbtda,ditas 2)non,slum'�a�rartedrasoradfam�.,�7-lownkrow:ffi�trm.ra:�u Itom�n,mmaEw�.�FwyF,�lcnbrHvt>�aaeo,rn(r�lnolo+o�rBus Load Case 121: Sid Live Load ICI Mmdtelp� Laafm iiman 1md T.I TopChd 2-II-0 Ib 131s Band 2- -0 TIP 27fa Tap ad 2-114 Lp 136a Bachd 2-11-0 Lp 27fs Load Case ADM Loads TRidDeadlmd M-bc LOMI n D'e. imd TrbAldh 7bpCid 2-11-0 Ti 17M BaCbd 2-II-0 lip17ft TapChd 2.11.0 Up l7b; Bead 2-11-0 1p 17ba Member iI'or Ts Summary Tehf id®ecMa kcll�muC$ mau nlfaq(nmm g.faaeid3fceefmnmaarulfane) TC 11.2 0.126 -0 bs 2-3 0.134 -23 is BC 45 0246 Oft SI 007/ 651s(44ft) v� 24 Dais 151 hs (•61 bD -49ft 65bs -41 ft -281s oft b"zb byt.B&% I Brian MBk" r ✓1 l8P22hc ' Southern Truss Companies, Inc. Tom' 04 -;:,... .:. SOUTHERN 2590 N. kin Hi ua . Y Pr4ectNdme: 145?-B TnN-,Dei_per. dbc TRUSS Fort Pierce, FI 34951 Date: 6112018 I(}_a(130AM Sol 1COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: I aft T- Vasio¢ 20 6.113 [Bmld 101 Material Database> 1565 S II Pitch Qly OHL OHR CANT CANTR PLIM SpaL-ing WGT,PLY 3535 /12 2 II 000 ON 1.4-3 040 1 12 in 161hs 3-" 1-9.14 -9-14 5." z 1x4 1 J2 --G 0-" 0-" 1-9-14 I 341-8 _ 1-9-14 5-&6 - Loal General (SI Stmmlary Deflection 11 (1oc) Allowed Load (pd) BI%Code: FBC2017/ TC: a17(1-2) 16aOC ODibfP L/999 (4-5) L/180 TQS.: 10 TR 1.2014 BC: 029(4-5) Va L• ODI UP L/999 (4-5) Ln4O TcDL 7 14pMbrfm - Tb Wb: 006(2-5) CLMAO RL' 007n 2L/489 p-q 2L/I20 Bal: 0 130L: 125% Can/aBL OD2b 2L/999 0-D 2L/12D 5 ph(11h 'I I 11313b CaaoaeMamnq 3DOh 481E - 34Fs 4 Hftol(T ii) I I3b - 3DD-n 57bs -Ills -10b, 3 HRol I I3i, - 3DOh 20ba -7bs 32bs Mates (AL 4 g 9nhedorbaisat63-%R fnds*by0has 13C 9%(AL9y,2013)/22r4 BCBmurg 9.ddwhdsd&34kR f deypby0t s vas 95(AL904b112)1634 Loads Sltlmmrdry 1)7b'sms:"d*.dfmhedfM&eb 1Op96aaxo dmdhe1nd*dmdbad; 2)Th'sn�slnsbsid�dfo-/rdt'eEafw:dledsnaoadsi-IOuhhfabuigsscd;f�diQ[ IGOnmhu4�utFsi�'fi�dseLCa6btff4>iti�8�4�YB(I�IDOLOwa1B1� Load Case til: Std Live Load Point Loads' Mastic �'� L mini Di im i.®d Trbwdh TopChd 2-11-0 LIP13bs Budd 2-II-0 Up 27bs Tapad 2-11-0 Tip 13bs Buod 2-II-0 Lr 27bs Load Case 1:StdDead Load Point LDad9 Man c L mim Maim Ind Trb VIM TapChd 11 2-11-0 Lp I7bs Budd 2-11-0 LIP17bs Tapad 2-11-0 lk 17ba Baloid 2.11.0 tip 17b: Memwal;;Folm Smmmy f-efdYfaaafionamxmidfaaj Tc 112 0.169 -92bs 2.3 n169 31 bs laC 43 0287 Ohs SI 0095 78hs -Nhs Whs 12.5 0060 190bs (-77ts) Truss -to ,',"truss Connections Summu-y ID Q idT— ChT— 22 C34 0.1vMQTM 2-11-0 MIft TT3 T13 M C34 _ 2-II-0 45dg 7T1 04 L20 4-00 315d'g 17 C9 L'G 840 n5 deg -54 bs 78b6 -11 bs Ob. AM Ohs ,am mr nl, n�evu. g Brian M. Bleakly Southern Truss Companies, Ine. Prcrojea C�'7 edl�ame: 145243 _., m• . <_ 2590N. kingsNghway TrmNDesigm dl, SOUTHERN TRUSS Fart Pierce, F134951 DBIe: N1/2118 1(M31AM S0hAkwTM (800) )32-0509 (772) 464-4160 (772) 318-0016 Fax : 1 of2 ) � CQNARIiNIES. Win: '17.7.1 [Bmld 2] Material Da ` taersim 1_-%5 S A Pitch Qty OHL OHR CANM CANER PLIES Spacing W-3VPLY 10 5 3536 /12 1 0{)0 0." 1A-3 000 1 12 in 391hs 105.12 1-9-14 4-11-12 3-&2 1-9-14 6.9-10 10-5-12 Fmd TCL: TCR.: BC(L: 5 ffm 4 HW Mater TC BC tiffs Loads 31 7 1x5 l 0 e �5 A8GL 040 0-0-0 1-9-14' 4-11-12 3-8-2 1-9-14 6-9-10 - 10-5-12 General (NI bury Deflection L/ (loc) Allowed (Psi) BNBCade: FBC20171 TC: 031(2-3) 1 X&M. 007b LIM (56) L/180 m TP11.2014 BC: 0.47(67) t61LL- 003n L/999 (54) L/240 7 PpMbrl— Vb VOb: 022(15) Cam/CHTL• 009b M543 (1-1) . 2L/120 0 D.OL: 125 % C nOCH - 0D4h 2L/840 (1-1) 2L/120 1 11313:1 cwm meany 300n 390hs - -212hs -211a i 15. - 3DOn 319hs --1831s: -183bs 1 ISn - Mb Sots - -74bs -741s Bra 4M2.4 TCBmd1g 9mbdaPxfi"6-3-0V.&d.Fby0k. 1)K22x4 BCBmft Sh®bdorB l w6-3-gl'uiod.gpby0f m 4*32s4 *Lff"dwo l0pib*mdudFebedpFcd2d loads #mTr oraidfs bna darmIL4-9CE7-JOvAizZbl isgw d:frofipe 160^4hsdnak � i'F+ rV. r^S��ayrtQ�IDo�QaalBNg &dT—T7 ,N*ti d.,b—sdesdD0L-IL0,0CZ—Wdh4ft load Case lI"1:StdIlveL�ad Point Loads .III Marihc A Lion ri ioa Load T.Pad 547 Dmaa 32bs BaQd 547 LIP 5!s Tspad 547 D" 32bs BaCd -447 Up Sbs ToPC d 7.106 D— 71 bs BdChd 7-106 V— 4bs Toped 7-10-6 11M 71 rs 13MOld 7.106 Donn 4b$ LcadCase StdDeadL.oed Poin, Loads Mas16a 32amfon Di im lmd Topad 547 Doun 9bs ' BaChd 547 Down 14bs TaPod _ 547 Donn 9bs Bawd -547 Dwn 14bs TmO.d 7-106 DD 27bs Bac d 7-106 Dove 371s TopCld 7-106 D— 271s Bmchd 7-106 Ibvn 37bs Member Forces Summary Talal:Mdcaie:ManhrlLQma M,ma hifo q( m+anA vaeddBreeofiomnmxamlraod 1101s obs obs f PE 76051 STA i I aamrmhbyl.B.lft Brian M.Bleakly lgpvvhe Southern Truss Companies, Inc. Truss: CPA �..a �OUTHEiiitil 2590N.kin�;Ffigbway nsnt r ,c > � TRUSS Fort Pierce, F134951 Date: 61,2018 100-32AM ccm P T 4 Sd`� COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pw: 1 of2 rI nId21 �ix� 2017.7.1 LB bfatc,W Data�wre ymsioa 1565 Spal'l Pitch Q1y OHL OHR CANCL CANrR PUSS Spacing WGrIPLY 9-N 3.536 /12 1 O(10 0(}0 000 OU4 I 12 in 37 16s 9.0.13 5- -11 3-8-2 54-11 9-0-13 N I N f� d 1 za T 5 J3 5 g JSA 3 0-M 0-0-0 1 4-11-12 3.8-2 1 5b11 96F13 Load; General CSI Swm2ary Deflection L/ (loc) Allowed Imd (psn BBBoxt FBC20171 TC: 061(1-2) V M 005h L/999 (4-5) L/180 TCLL: 20 TR 1-2014 BC: 040(5.6) VAIL: 002n L1999 (4-5) L/240 I TP.Pmbom- V1tb: 027(24) CFL001 it � 3 Bax: 0 DOL: I25:5 .Y-� 4 HOd(Pnka) 1 ISb 3 HROI(fhiIa) MaterialIsurmnary TC 9 ALA'15.20i3)i22i4 BC Sj AIST52013)@2x4 Wbs SI (ALS06-2012)432w4 SbI SP(AL90i2013)622x4 Loads SuMmary hasnab-4pisd 300n 371 bs - -I98ba 300 , 3661. - -201 bs 300b 86bs - -71U Bracing Summary TC&B&g 9-WorAdi 6.3-ARA deyply0hes Bcaadg 9.Wor%isat66QAaiidm�Dniy0h- 16o rnphutimetF�gmxeC,TWYB�OaI>ti3iBBuifr�aC+egaYB 0-ID0),O.ca1BF(g -198Fs 1206a -201 bs OFs -71k Oft Load Case Lil: Std Live Lmd Point Loads 'I Menbc Lion LSsnn Loyd TbVMh Topoid Bnod TopCld 3-7.8 3-7-8 3.7.8 D— i2— Dxln 43bs 7hs 326s BaCld TapChd 3-7-8 6-57 Up Dasm Shs 75hs Baoid T.pChd BMCM 6-5-7 ! 667 6-57 tb,. noun Lbws 15hs'-��—p'�` 711a 4bs l / �¢ ���'jEI VS�N ` /- \�\ � Load CaseDl:Std Dead Lcad PE 76051 Point Loads I I 1 Mm.6v maim 13 im Load TIb13Hh 1 Tmad BaCld TopQ.d 3-M ,, 37S 3-7-8 D— Darn, Lbws 21 bs 21 bs 96s STA2 - �, Baoid 3-7-8 Lbws 14tc ; ��� 13 TapOd Band 6S7 6-5-7 D-356s Dour 42ha O'er Topod G5.7 1b.w �N 276s / Ste`__ ZONAL Membe TC 1 ;Forcessummary 2 0615 729 bs t8bb'3rd assMenbeii[)maxL9,maxaxelfaQ(ma mnp .fa¢bdRaa¢6vnna axe,6xa) 632 ba) 2-3 0307 796s 65bs) / BC 4;5 0329 -744 bt 56 0401 -744 ft 6.1 0401 L326s Va. 2,5 0104 7-%bs 2-0 0270 851 is (fi/9%) WIICEAmp�pflisd�shalhe6xn�oheaaia,axuamr.7l,Pofheidi,KLain�s'shaadmdaatrbardrarvaro.sayp[xlbykTmaNanufearmdn3�upmkameaq aidmmpinnSofkid'ane6nsal'ahbyteHlitiLe Brian M Bleakly C�vAsalmhrlhavogid®�aaoyarxeod'pmf lmgrmigrgiaub&yjfrcknssmripo�uadd�9wnSclnmsapa8eaidk'7mpewralnfmmemBCavaIH7a^pagefaaddmulnfmrtaernNma�pbssMlbe 18—k-59 hehesbnIBduarehe in6051 .,_..,.... _. ...—..,. M.�® Tms J3 Southern Truss Companies, Inc. Pr4ect 1 $ ( SOUTHERN 2590 N. kings Highwav � l ( SG Fart Pierce, F134951 Dale 6/t/2018 103034AM C_ 'm0f1TM COMP111NIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page. loft N&Sim 20 UN fi113 [Bwld 101 Material Da versm 1565 SpaJ pit Qty OHL OBR CANIL CANCR PLIES Spacing WGf/PLY 5 /12 3 0-m 000 1-40 04H 1 24 in I1 i s 3-6-0 r i 1.4-0 2-2-0 1 - 3-6-0 12 1r tx4 1 C:17 CJ7A CJ7 0-0 0 0-0-0 2-2-0 1�4-0 3-6-0 Loa General C9 sllmaly D&ec ion IJ (Ioc) Allowed Lmd (p9) Bi%0.11: FBC20171 TC: 0.100-2) Nmck Ob1P L1999 (45) L/180 TCLL: 20 7WI-2114 BC: 007(5.1) VnIL• Obtlp L/999 (4-5) LrM TCDL: 7 &pMbrlaamx: M Wb: OD9(2.5) C.WCHTL- ODI b 2L/999 (I -I) : 2L/120 BCU.: 0 i]Ob_: 125% C4 dCHLL*- Ob 2L/m (I -I) XA20 5 mcw I I 8b Oxm Me y 3DOb 214bs - 6616 4 Hnol(i 1 ISb - 3DDbs 30bs - - 3 HM(T ��) I ISb - 3DD•n 49bs - -55bs MatedS Bra TC 9f2h4 TCBsaag 9imfedarNaFaat6 APA dap yOkm BC SPALSCYr2013)12L4 BCBmag 8hbb .F fiaa0ll{bO,Baisd*,,by0haa wbs 5FAI9�S2012)iB2a4 Loads Si mmmy 1)Thsnm1a � d_tigWfandras&mlOp4boso dvdkebadpi dmdba& 2)Th-s haz d!iDvlfateff sofuWbad;baomrdanw�*iASM7. 10w; Wd.,i g—ddmlbpt ld(ImphulismkE�mae�Hdi'Fsd�l(eb1;HR ^S� YnQ=(DO),OueaoBNB Dim40O:4733 h=15$T3aFndZ—T.a,Nar.Wv.b xdde IDOL-160,OC7—Wdh4ft 3)WW..mm"-baftiiaomd.-wATBCTabLI607.lbu oib-appit - I A4ember Form Sun mint' Tabt rdmQMenbalgmexC4,ma axbl(pa (naxonp foo £ddfeesfmnmaxaxelfo o) TC 11.. 0.101 -1541s 12-3 ODB2 -46M _ 1 5 0.074 Oft 5.1 OD74 159bs (-ffihs) Whs 27j5 OD87 274bs ThISSA it llss Connections Suffnmry m ChrrwTm QrftTarss CuryingOffsa m D C17A 3-7-8 45dg 7TI3 D CA` 547 315d* TT12 D 07 5-0-7 45d�g Not= 1)TN.d.bi'mASCE7-10asrdaamibytr217RribBuilb c k 2)Vnatard 1. 3)Agibiymmd Cq=IDO,hasbaieppfel6irpSsheal�nmdep7t�ahaassp.�dbylieTnffiMandmacprAA141fR 1-212Sa m142. 4)Tn�ws�am'sfargaphmlampimmmFj Ahangoordarstsnaalcaasmon9albepwidadbess:lsrtwxsmmmaadupifdbanbtslbmoioaSummay. 66bs ssta Ohs Obs PE 7k5l : ZONAL e�G �\\\ �/llllll� - 'beidomecrosaroA�byhBadLg BrianM 131MW 6nAlmramrpbb;delbe on T.w YlfllGl 18;wlidi iidvnsalighbsan IBpJ4ugept+e a' Southern Truss Comgarues, Inc- Taws: J31 ProjectNarne: 1452$ - " SOUTHERN Hi 2590 N. kings Rhway ThmDesig7er: dhc TRUSS , Fart Pierce, F1 3495 1 Date: 6/1/2018 103035AM Can SoLmole" COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 10f 1 \krsi0¢ 20 hiss G 113 (Btnld )0j Material vemm 159 Sp. Pitch Qly al OHR CANU CANTR PUSS Spacing WGr/PLY , 34)4 5 /12 14 040 000 1-H 000 1 24 in 101bs 3.0-0 ,ago 34)-0 ,z 5� 2) ,x41 CSC B3. 0-" 0-" Load-1,oadiRi General cm Sumary Deflection 1i (loc) Allowed t®d Rood-.. FBC2017/ TC: OD9(1-2) VdC1C OhLP L/999 (4.5) LAW TOLL: 20 TH1-2014 BC: OD8(4-5) 1 VALL. OnLY L/999 (4.5) LR40 TCL: 7 Rq)Mbrl—: Vs V46: ODS(2-5) Com/6iL, OAI h 2L/999 (1-1) . 2L/120 BCL: 0 MIL: 125;6 Cadcm._ On 2L/999 (1-I) 2L/120 5 Z I 8h Cm Mamy 3mn 204bs - dabs d3 bs 1371s 4 Hw(r. I Isn - 3mis 25bs -2bs - -2bs - 3 HM(rl ") I ISn - 3mh 30hs -Ihs -42bs -Chs Ohs MatedalSummary Bmcin-S1®a" TC S11�AUC&20I3)4Dh4 TCBamg - 9.tdAa aism6-3a1,Aaia Wrbj%— BC ��A SM2013)4R2r4 BCBrsmg 9nldaHrisas100APAsde$aby0h- VAb6 �(Ai9762D12)A32x4 Loads S II I)Th'sn�has �' degdfarhaAd8et 10(�,ilmndiordFrelsdplsd dlvdc 2)Thi;n�las ' ' de(@ralratsedlasofuidbad;naoadar�aguL9CE'/-1oulihefobarggrsadanadip¢ 16orapnw�atE�a�r�F�F,�maatcata�FTat3ca�ayrt(r=Im>,o�aoBlis Oas40ft4733 h-15ftMErdZ—TnvnN*—d¢&msdded.DMp1L0.CC7as Wdh4ft 3)Mii m Y ' bad:sgneaadasmahB3CTabk1667.I basmb=appkd ]VlemberlT+oiceSUnmary Tabrid=MarrTDm=CSL axaxWforQ,(nr Tipr.faa:aadramsfmn a,ualfao4 TC 11 i 0D92 -I26bs 12.3 0074 -31 bs Dc 14�5 Q076 Obs 54 OA76 137bs W6s 2'�j 0076 2381s (1321sI IY�»-to' Item Connections Summary ID �� 0.,WTms CmvinaTm Q,,fM0fr5d TT6 DI wo 4a1i2 270dg,- - Tr6 DI =B30`•.. 60-12 '270dg.: TT6 BI wo 80-12 270dg_ . TT6 DI M - .160.12 .270ft-... TT6 BI wo II-3.4 270dg TT6 J3 - B30 13-3 270dg T76 131 BiG I3-34 270dg -TT6 B1 133G 17.3-4 270dg TO B1 CaG 4b12 90dg TT9 BI GG 6612 90dg . TT9 331 GG a12 90d19 T79 ' DI GG' _ 9-11.4- 90dg TT9 BI GG II-Ila 90dg. TT9 dotes 331 _ C30,,. 13414 ' : 90d.9 . . aaaamandida�onia waaq andampk>arsoffridmminstfahbylcHuiLrg Brian Ni Bkaldy iaama6nSGrealbbid'.pagefaeddmelidaaaemAla�a�plsssslalbe &Mft476051 idi®�an l8pawoeplscaSH18".wfi fiisdasati�n�nl8gavgs-phe xmwr sri.wne... r�aaxs ,4 L b104 - Southern Truss Companies, Inc. Truss: J3A " SOUTHERN 2590 N. kings Highway ProjectNam �$ i4c,TM Sol TMAG FcxtPierce, R 34951 CQMAANIE5' (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Date: OT2018 1R3036AM Pam: 1 Of 1 xb-sim- W0 61.113 [Build 10] Material Data&i . versim 1565 S Pitch Qty OHL OHR CANrL CANER PUES spacing'WGfPLY 21 5/]2 1 O(l0 00-0 000 011-0 1 12 5F— 2x 2-" 2-" 2-" CJ7A 0-0-0 0-&0 Loam,; General CR Summary Deflection L/ (loc) Allowed lmd (pd) BIdgQllc F13C2717/ TC: 017(1-2) VnCR On L/999 (3-1) L/180 TC: I 27 TPI I-2914 EC: 009(3-1) V.U-- On L/999 (31) LrM TCEL: 7 RgpMlxlnamae: Vs Wb: 000(I) H—(R On 2 )3QL: 0 DM: 125:6 0�;,% ,)fc-20 I Finc 3 BM 2 HU Mater TC BC RF4s 9Ec Loads 1 8n Ca Masmy 30D'n 92hs - .18h; I ISn - 300'0 40bs - -1!e 1 ISu - 3001 73 bs MY - Bracing Sur merry 3)F22x4 TCBr-g -9xeaxdaP.&m6-30,AafndspbyOhss 3)f22x4 BCBrzug 9xandand.a4100-0,Re dm�pbyCbaa -18hs 159bs -I bs Obs .64bs Ohs 2)n,'- has10vtA¢fab+ig—mhdipt 1co�huGneaEv� C rF �>>M4�. nsCa�i'ayn0-IJ�.o+ea3B118 Iins40flx4733fth-I5t N3ff Z" Tnta,j!cedw,baz0�.LlIInI.60,QZmeWdh4ft 3)Mnimmi &bftneaardan¢.A38CTabb1607.1 h mtb..pptid Member -Form Sugary 7LbbidmsMm hcrlC4mex(,T maxaxelfaq(maxampr.fonr8dd3eecfvnmaxaxelfs� Tc Itd 0.169 -84dc BC 3:1 0093 -ISOhs TY>«ss-to-truss Connections Summary ro III CemdTmss CarryiwTn cmVi*Olisa A Wb TO d3A Cr/A 3-7-8 315dg de'sh7-Id nsdaJti9CEOasiammle2U7n iJa&AftGxd. iby\�� I Thspn 2)Vnata,d CRa,elrtva.1.ndhacmalddkia,tduebivelndpisMoepmmpr,etofdi3>mndumdmdtad,mmpelmTkO ll-+(Ka-IjxOdl llrnaart)anm R�4/fA 1. ` / / 3)fyaxno faaor,Cq�I11D,hasbminpp6tiolnplaebealn�nadaynvdbsas�a£db9hTmaMawfaa•eperATHRA 1-2KRS®m242 4)PE 76051 Tns aau�'sfor®aphimlimpmdnm!}AhargeaaMsnnualcorambndtalhpwiledormlm®x�mmona�d�ryN,.divvinFrltnoion9m,uy. 5)[:Hdwid�iRimaasb-dmMVVFRSOil bait _ 1 1 STA 4 hDI7�Aapyd.'idsds�dml6efixn�dolrcerdmmtiamr.'Rrnafhei�Saltvsnhaaimdti�nataarclnquam�sep�[dbyfrcTnsMamdaa�aMrisupcnlramngandmnplvvaa(hnfa}reimsNafibyhBuifig Brian M Bleakly t1s Asalmffryrytraau8:,emaasq�nnxd'I.ors�otns.mip�o�3:5ysi#yfa trnssa'npcmcd�A,onnsxi,em�cpige rdee'ImpaartLaamabnaeaealrl�-pageraaddvw,atnra,roiunAlma,®rphainrx &=Fsaa7605J rmndamdby97�pai9mg7-eCpnpa,xlrcnamdanxwd,F32-2762.AIaxr�rpbtxae70�uoGu�lx;nifnlphtme'srobn�bya �ls"v<iA i�diaesn lsg ugepinear'S413;whdiidm�ah'�aentsppuibb z590x R A34951 III ' Southern Truss Companies, Inc. Truss: A Proj=lbme: 1452-B - • 1, a' SOLITHEAN kin 2590 N. � Hi wa Y TnwDe9gwer. de �y SS Fort Pierce, F134951 Date: 6h2018 1030-36AM Ccnlmx COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 di 1'iLSS Vel,=201 1U [BIM ]0) Material Data' a17 riou 1565 Sp. Pith Qry OHL OHR CANrL CANrR PILES Spacing VaMPLY 4-(W i 5 /12 3 00" 000 140 000 1 24 in 121hs 4- 14-0 z-8-0 - - 14-0 4-M e! IX41 L2G 0-0-0 G-" 243-0 14-0 44)-0 Loa ' General CS1 Summary Deflection L/ (loc) Allowed Imd I (pd) BHgCade: FBC27171 TC: 013(23) 16tOC On L/999 (4-5) L/180 TC L: 2D TW I-2014 BC: O08(46) Nk T- OnIP LIM (4-5) L240 Tom.: 7 RgpMbr Rar. 0.10" C dCRTU ODI in 2L/999 (1-1) 2T./I20 BC L: 0 .: 125% Cam/CHLL* On 2L/999 (1-I) 2L/I20 5 Fn(51hq'I{ I Sn Gwrdm mmy 300n 227bs - -71 bs -71 lbs 176hs 4 =(T 1 15n - 300n 41 bs - - - Obs 3 lBtal(1'm1 I 1Sn - 300n 45 bs ��',�''`'�,�Jr -67W Sl bs Obs TC �(AL93i�4 T Bft 3dWaPA u6.34B.ihdagnbyOt— BC �((AL�22c4 BC&adrg 3atd.P.%=l0OARe d6pby0lns RBt (.4L9C4.0S27I3)1,)f .4 Loads Sry I)Tb' haslmsdsgdfarhedfaEBtb 10pilonadiudUtbadostisdba& 2)Tfia.s�lnsbm��d®gdt hdf�ofw:dlndsh. da—MSM. lOwhltfdm68wcdfrof:pt l60^phNnaCE3po'eC+F*FidmmtG6UFi Baf C,.Z y0(I-IDOIO.,Aft U..Qf.4733h-15ftTinF dZ—Tnc.Mg-.d.,b-6Jedl]QrIfO,CCZ—Vdh4R 3)MnFran bfti, aad—,ihTBCTabb1607.1haz.us appid Membe . rm Summary Tabh�asManbcl4maxG4,mb e*elfaq(maxmmpr.faa addfav¢Ga nmb aablfo a) TC 113 Qf 12 -12It 23 0.133 10hs ' BC 14.5 Owl 'IF.5.1 WII 1761a -32bs1 V0bs 2�1 i0.101 3181. (-1646) This-tohm Cnnections Summary ID QmdT. ' T— C.I tClBa MrekQ.WTnsts�Tsas (.IftOfbs Mcet Tf2 34 UG 4b12 270dg34 772 is L20 �44 270dg \N\� No1. 1)Th'sdaga6 mASCE7-IOasmfamodbyW2a7FiridaBaifngGDk ` 2)StrsOteid"CKamfewialardMrieaialddhiusArbhebaaplalmapmmpmimtafddkim�sdmalsad,ampmlas�lll.t(Ra-nnT�Q3saovdan¢xibAT�40Pf 1. � � PE' 76051 ` 3) TV Cq-10QFmsbanappfalbitpYtbtral��n¢drsalsassspaifdbji�eTmsMemdaamepcATHOA I.2001°s6n242 1 4)Thno a cm�m'sforgsoblimpm6ono*AharWwotwmxknlamtvmMbepnviWot;almeas®auiandsgifadbmnitlinam9rmey. 5)i>aeiwid �rmauc�mMWFRSO,IT'badaG _ 1 STA � I � ORID Iill N7TI(,EAmpjofheda@�dtalbe6miinlblteaix�anamc7ltday�iofheidaid¢Inn:'slavdmde�obvardm}dumise4pLdbyftTseSMendae�ard�dagnnMamvuy ardmmplanaofhenfomninafohbyhcl,#ddrg BrianM Bl RigcAsmfanhgdtnw(gi�dxasspainofpof�alegnmigranmddryxJ�'faftn�axnpomt�oanSxltmarryptaMlt"Impanrelydim®in&Gm+lAba'psgeforadd6minfamannAloata¢rplau9nlbe �ft#76�y nnmd'aomdlySrs�p®a&aggTit'mgag;IrcnamrdariewhF,�t-2762.AIaromlrpLaemElpupgunL¢hegtoitdp§tme'afoEsasdb/a-1S'whdii�dooan l8gaug pfstar'Sk IB-,wlidi i�dmis.lighesw��l8pµgephe 259 Hj23MHd R n34951 F IS + +', • Southern Truss Companies, Inc. P4WI- 1452$ """ , �:� 3QUTliEFiN 2590 N. kings Hi�lway Thm E Ogpe: TrutclAiD,-prs. dLc TRltSS Fort Pierce, F134951 Rate: 611018 103037AM c so)ImonsTM COMPANIES, (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pa> : russ Material . 1565 S Pitch Qly OHL, OHR CANTL CANrR PUSS Spacing WCT)PLY "I 5,112 3 04W 000 140 000 1 24 ir1 17Is 5-0-0 4-2-0 7-4-0 5-6-0 2) 5 7x5 1 C.J7 CJ7A CJ7 0-" 0-0-0 1� 0 4-2-0 7 5-m LoadiAg General C& Slmunary Deflection LI (loc) Allowed Load (pst) HllgCudc FBC20171 TC: 037(2-3) VnCTt 0132b L/999 (45) L1180 TOLL: 20 TPI I-2DI4 Dc: 026(54) V tLL• Ob L/999 (4-5) Lrm 7L7I.: 7 RgaMtrinao� Vs Rlb: 0I4(2-5) C.WC iLL• 004h 2L/639 (I -I), - 2L/17D WTI-: 0 DOL: 125% Cam/ffIIL' OOI bLP 2L/999 (1-1) 2L/170 5 Pn(NA ' I Sn CD masaay 3fpn 274bs - -86hs -86is 214 bs 4 MU(I•b) 3 Hwcfn4) I IS is - 3DOh 72Fs - - - - 1 Ish - 310•b Illbs - -104bs -1046s Obs Mated &ry Bracing Summary Tc SFAL91L2013)M-h4 TCamdg 9misdwR.1 u63ARe d.ipby0h- 13C 2013)iR2x4 BCFlmdg Sh tsd.Raiad100QR f de p by0hn V26.5 AL9CK2012)f/32,4 Loads S I)Th'sbt$Fasbmdagasdf 2)Th-en�bm6�deiaiedfafrdf�ofwnd6aAua�M�l9�7-IOw�IcfobungsaadSroi:poc asdo010polM.dudfxebadplcdmd(bds 160npha4s¢r;E�ssveC,TvyF did,CsbLiigauiGgC3agayllQ-I.00�QealBi+g Ui-40ftx4733 3jM'nimm h=ISr(NYEd2aseTn�,l3itradw�mnaieelDCI�IL0,OC7ane7Ydb4ft •ha&gissaadaamslslOCTabk1607.1 ha5nx(msappf� Member Forces TabbisdotsMenSrigmax(37,maxaxelfaq(maxmm(r.fua:�ddfcmfmnssaxa:bl(or� I� Tar l 0166 -2621s 12.3 0375 -97hs Be 4-5 0232 Ohs 134 0265 2141. 44 h0 Whs I 2 TYi25toj�tr 0.144 453 bs (-242bs) ecu0ns summary 11 1111 rr I 7T13 C-WT- 0fr1d 0\ //1 25 C17A - 6.5.7 45dg . \\\ \A A - /�/ 15 Cl7 7-I06 45dg \\� _1V-3 Notes ��GENS���Q4!`,1T�4 `���Q-� I)Th'sdegrss 2)MnCR..dlt� onA8CE7-IOassdamdbyte2(I7FUaidaFluifngCode � � � % CRaMsewtialasddaebkmWd*fwapmnVomofddlvas6mdmdbA=pL.lmWLL+0aa- aIHl Lliseao&sma0iAh91fH 1. ` PE 76051 3)AquaYy 4)Tn�b+ua 5)L;®3wid ,Cq=IDO,hashmiappldbhplaehnalse�s�¢Aniasasspaffal6ybeTssffiMaaffivacpaAT147IPf i-20025mn242 1 'sfa@aphialimpmemaJy AhangcarolsaStaaaaalcasnem�9blbepoviidba�MrersmmonaadagNtdwanhel'm®ss9mma7s baodwl, WFR40*1a ft _ l STA RI� NOTTCEAmpyofE,¢k O�sSeAsalobb' n9albefien�nlbMaattnanaamr.7trd�nofife-'rSvdretta�'sbaalond�gnocbasds�uiarassssppiallryle7au�Mandedrabisdesaspsntramrag•andomplvs�ofheisfabmemvtfmhb�'4ie9SiLsg 6awigndmnaa�aoavrprtd'ee�xa�mg^mi16^e 'd>'farirrsasanrycireudait,,mstawnSrsleuactngesadlse'lmpawnslnramaionkC �Naa'pageraaddus.mlid'omaumAlomeaPhsdaFhe BrwU Bleakly mamdaasvNNbySbj�s�TieC<nyasry:IrcbaaaNsnswisEftQ-2762.AImnnarphsare�gaasg5vnlnirspmfdpbes¢estol7wailya'-1$'wlids iid'r4san l9psgxplaeu'5118'.whds isdesaliglaeavm l8gaagephe 9mFmA76041 259DN1G�HehAleea;R34951 Southern Truss Companies, Inc. Truss: J58 ' Project Nart11:: 145243 -: rw • :: SOUTHEFI2590N. king,ITighwaY TnssD-@ � I�l UgSN Fcxt Pierce, F1 34951 Date: 61101810038AM C«r � CGMPA y 1Eg (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 of I T� l- 17.7I3Ink114] Material Daha a vcrscn 1564 Span Pitch Qry OHL OHR CANTL CAINTR PM Spacing wanmy SSA I 5 /12 2 0" 0" 1-0-0 00.0 1 24 in 20lbs 5-M r 4d-0 i 11-0 5S-0 ,.5x3 l b 4 ,.5x3 I o-0-0 0-0-0 �-0 4-4-0 1� 0 5-M Loading General C& Sumary Deflection L/ (loc) Allowed tad (psi) ftc dr FBC20171 TC: 038(2-3) WtQC o02u L/999 (4-5) L/180 TQL: 2D TH1-2014 BC: 027(54) vnw oil LIM (4-5) L240 TCEL:Ill 7 R�Mbrlm tics MTh 0.14(2.5) a dCHTL: 0.04n 2L/640 (I-1) 2L/120 BCU. ) 0 IX L: 125-A CmWCH L 001 UP 2L/999 (1-I) 2L/120 BCOL: 10 HWMI on FbeWn (3mXVAneY (1314y3D) (2:144190) (3:1-12A$90.) (M-W-M) (500,3490) Reactlo>i Summary rf Type BrR(Lnln BtR,I1 Maba1 RadBmWdi M.Resa M.r—LW M.VdLb6R M.Lim Mail 5 1fi(W 1 8n CL Mam" 3006 274 bs - 414 hs $bs 25 4 HMd 1 Sk c.o Mabmy 300u 168mc - -1041a -104bs - 11) 1 Mate ' Summary Bracing Summary TC �S!(Al905-2013)K22a4 TCBraci g Sh= d wRfff w6-3ABx4idsbiby0hm -BC--SP(AL90r2013)M_2.4 BCBm.V 9hmf d4 ftA wl0*APAnda'@.byChm WA. 51I(At306.20M#32a4 Loads Summary 1)Thcmb-' dsbnlrarf ff. deb IOpdbA-dvdi bad*AMbads 2)Th'saushasbda�nedfalx9f'�ofuid Ind;na>ada�1�7-1osJ�fierobssiguaddrediQt lCOrtphul"ne;F.�oaaeC,i+dlFi�i,CsbLiiRl3ilhg4�tgayn(f=1m�47wa1Blig 0-40fbc473-1i,(h-154(Th&dZ—Tna�Wttid du�-s ..LDOLPIL0,CCZ—Wdh4fr 3)Mbinum svil8ezn:bad.gb�J� IBCTabk 160),I lasnotbmiappfid Member Forces Summary TahkidamM—be1Q.-Csi,--.Iraq(na.-W.f—dddrava6nn—.iwra� TC ll3 n165 -2641s 12.3 0.232 Ob. it 0.143 451 bs (-242bs) 34 0377 -1041s 0265 217ft 0074 233 bs 451s) (4211a) BC 45 R!m 2�I Notes PE 76051 1 ' �l f tTA / g ` �1//SS�ONA } `�0G \\ mimnsarort0rybeBuii� Brian M Bleakly Southern Truss Companies, Inc. Truss: J5A SOUTHERN 2590 N. kingS Highway � ��: 1�52� TRUSS Fort Pierce, F134951 Date: 6/1201910-3039AM c4 �° Si1i TM CGMPANlES. (800) 232-0509 (772) 464-41,60 (772) 318-0016 Fax pw- l of 1 Vhsim- 20 nns ',6113 [Build 10) Material Datahm version: 1565 S Pilch Qty OHL OHR CANC L CANTf R PLIES Spacing WC.r/PLy 5 /12 1 00.0 00-0 000 0-00 1 24 in 16l s 4-" 4-6-0 4-6-0 12 2 5F- 01 .- N d 313 / WO I 1 , T3 CJ7A i a . 0-0-0 0-" 4.6-0 4-" Lo General (St Srm ax" Deflection L/ (loc) Allowed reed (pal) wg0ldc: FBC2117/ TC: a41(1-2) Mick O05b L/8I2 (3-1) L/190 TOLL: 20 THI-2)i4 BC: 033(3-1) VdLL- 002e L/999 (}I) L/W Tax.: 7 R¢Mbrbnaeise: V- Mm1: 000(1) H-ck 002e 2 BCLL: 0 M7L: 125% Oep%",V =20 . Bar,: 10 ' Reaction (I�lmmlary 111 M-R= Ma G-W MazR4i LW MazW M.Hzk Jr Tg, 1 Fn(V.6 &eC-bo Blz3:ldh Mate) WftMah 1 Bb C —M.-q Mh 167bs _ - 436s -43bs 233 bs ' 3 RRd(T 1 15e - 3DD'n 796s - -26s -26s Oft- 2 HWC9 1 15b - 300e 124bs - -105bs _-10.5bs Ohs - Material - Bracing Srmm my —TC _SP 3013)R22c; TC&.ft . _91®feda'Brk—&3-0,R/ndagby0h- BC 9' ALS06-2013)92IN4 BCBmdr& 9-f da P kW 104Kfte deblby0h- , VAN 9dc Loads Snmary (AL90i2013)M24 gildlnvslas °�elrorh<dresd,ae 1opAbo*-dnrdFebedOsdmdbak 2)7h'eal�has "e�mn+�haer�orsdhadzba�a�xahA9�7-tor,krdtN:gu�ar.,al:Qe Ironpnwbte>uHE�wtrpn,a'��agarn0�lno,,o�nrans DhsQft4733 h-150413zE1dZ=TncshticelduAbm63ffldA"xrldO,CCZa Wdh4ft 3)Mkf.— ' bad ghamda—Jh1BCTab61607.1 hssmbm gpid Member Forces Summary ,ebt�a�Menmmma,rs a eaerr«o (e p . ddare�6�e�aa:elrto�. TC I I 0.414 -15466 BC 3' 0325 -252 ba Nb TYILSS-t0 COmlectlonS�ry�a1�8� Trio I 15A C17A 6.5-7 315dg \\� `�� a� •��+`� /��i Notec �� L 1)Thedgpp"e 2)VnOre,d i onAME7.10..f—.dby2117fbftIB.jf%Gxk "CRareMadmla'dhaaa�Iddhmore8ebhebmdpialroapmepumafddkrand,eodmdbed,�npmlasRR 1L+(Kt- I)zllli LUnmdanxsJ�AT9/fP11. \ �, 3)Ageafrymmol' 4,T';�1era<�p,1m,.,Ahaa�Qe1>>mlbltaadrl�ta�bh<R,9.�y. C9'IDD,hasbm,appCdtftphehtal�rio:da1va11sass}1m1'�byhTn�MarudaoacpcR•971N 1-?D025aim242 / PE 76051 5,r�5a;d 6asimMWFRSWYktdr,g 1 ' STA /-� 4ORI� II NOf1OL5An1pyd'h O�tAs®Imh6 .' 9m16efianitidtitamunmeada.Thcde dh'si�&+idalawsshasdanhgoaimtdrum,awsppiadbyhe7nesMandemcwdrduupmMaouaq aMoxr�pla�msofhnfameemsifo�hbyh&�N.g ' uilgildm�asopano:ofpofem,miag:mige�aisiiysliyforken.sampuieudti3n9wnSsitmwlagtald/t"ingnnml�mmin&CvealHrei'{egerrraddiwaleramannnlozu�rplaa9albe Brian M. Blea.Uy y��;0�1 '/J mamdeoadby ', 9argTeGmlerrylrcnaoffdanoaJlE4l1762.AIosomrpbBsre70gaugGiml�taspaiGda*•efo&raeibya_1Sw1�i,idiasan lS�gephgorStll$,nhid�:d®sa hghtiion lS�u,bt 2i907y1C.�¢sHehRnSR36951 —t I ' Southern Truss Companies, Inc. Truss: p Nertibrie. 1452. 3 SOUTHERN 2590 N. kin Hi iwa � � Y TrussDmggler. dhe TROSS Fat Pierce, M 34951 Dale: 6/l2018 105U9Atvt �O"'p04 '�0f �'M CGMAANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: t of t tFssiar 2 17.7.1 [Build 2) Nwerial JJa versicit 1565 spalPitch Qry OHL OHR CANTM CANrR PLIES Spacing wGr/Ply 7 5/12 12 ON LFO-0 11)0 040 t 24m 221fIs 7.6-0 ' 1-4-0 6.2-0 -- 14-0 7-" Y 0 1 24 5 1u5 1 A6GL 0-0-0 G-0-0 1 4-0 6-2-0 7-6-0 Loa - ° .General (St s mtmary Deflection Ll qoc) Allowed Load (psn BdgQ&: FBC2017/ TC: 072(2-3) Vb1Cg: 013n L/520 (4-5), L/Ig0 TCIL: 20 TPI 1.2014 BC: 049(SI) 1 VaLL. 1 0D4b L/999 (4-5) LR40 TCOL: 7 RmMbrb—: V. VAb: 020(2-5) Cudam 012b4P 2L/7DI (1-I) 2L/120 pal : 0 WL: 125% Cudan : 005MLP 2L/495 (1-1) 2L/120 5—PhRM I gh C—Mamy 900is 345bs - -10abs -IU40s zu os 4 HRcA(rn 1 ISn - 300i, 1121s - - - - 3 HR.ACN 1 15n - 3!D'n 1696s - -1511s -151M .Ohs Materia Stmmny BrachC-Svnmary TC jLM35-213)f22a4 TCRndg 9mhdoh &"6-3-%%fnd�{by0h— BiL13)022,4 BC&amg S--"hak"104Qhdndaipby0t— vAs A12)032,4 Loads S p I)TWombasb Ida;%,adrorlsrafaSArb lOpolDq,ndgn F badpludedb.&- 2)Th'aDs;has da®dfada�T�dxidl�bnaadnimrlSA9lf7-IOxfifefoU,igmrdffse,:pc 160mphWinaa,E�ua�eC,FuyFidne4(3+bleip9ding�ega,yRQ-IlpJ,Qce1Bk� alirs40flx473 $h-15fklbE&dZ—T-IN:dcedxrbmsde�OCIr1&1,OC7aeWdh4ft 3)Nfli— I' a bad'+gneaa,&—,,*,WTabk1107.11asnosbm,eppid Mmbeill rcesTabbidmsMmOcR;maxC3,nDxa®Irony(maxmmp:ronxfddieanrm nmeaa=blraa) TC I 11 0281 349U 2-3 0.721 -127hs BC 4l5 0448 Ob, 5.1 0486 250b, -59ba) W!s 2''$ 0196 6176s (-3(9b4) TY Atru0. WT n coons Summary ID ��a Angb TT6 17 AgQ.. 11412 270dg Tr6 n - _ABCs. 13b11 - 170dg,_ TT6 n ASGL 15.6-12 270dg Ti6 n ABQ:_ 17312 - zioag_ Tr6 n A8(i.. IW2 ' 270dg TT6 n ASCL 21-00 270eg Tr6 n ABM 22-54 2Mft j T76 n AM 24-5-4 270dg, PE 76051 Tr6 n ABCL 2654 2Mft ; 1 Tr6 n Ma 2aS4 2Mft Tr6 n AWL 3454 27udg,. 1(y.� Tr6 n AKL 32+4� 2tft \ STA Ti6 n A80. 34-54 270dg iZz I ��� Not= ' nTh'adopn's onA9CE7-IOssnfea�by4rcZ17Ftrila &sNisgCade -_ �O� 4 ORID 2)36tdta,d � C2taseieuedalandho,bma LidO,ldf s6cDLveYadp4simrgsmnSDrendddlDbndseDd®dlsd,mmpudasDdl[L+(Kc-1)aBll lliiamrdanxxgSAT�4/1P11. /� ��(1 ���� G \� 3)Agia4ry fin,CgmlllD,hazhm,app6idDhepbeheal,rssD,ndsppwbsas idbylieTmaMandamcWAM" 1-ZMSd.242 4)5 ,mmmsl ®MPJF (Tiy ardwauevelemi®ndmlheP D�hrta„�wnaMsPLTedvx,nAe47mmonSurn,aY. - /////S�ONAI� 1� \�\\ NMCF A.W. de s9elhfiandsdbfcaatanm,Saar.TFeivpndfi'aidnniulnm;'sba�md�SaireaMm}im,a6agp4dbyt,eT aMandarlcnMr3sup,nleamceq andmmlivl�dfri,ram vnairo,filp•tieBudT.g Brian M Bleakly Da��Axslon ' ihaxirgisdmsaaepan¢ofporsdralag'nmi4gn�Srddrys�ra4ensssompmcud�9wnSchmNc{egmdAe'7mpweminfmreiond<G>tealTFrs pegcraedddml'.damauon.Nansanrphedral4h ����1 nervdanael4y + 3vg•TeCmWeny;IronaoudarixxihE4t-2762.Nmamorpb¢arc70ge gGvdg4rysiralpbttee'afobxdbya�l8"xhifii,da�an lgpaugephgarT7lff xh�idiauah6hesn lgppggephe 7390NW } R R34951 1+ Southern Truss Companies,lnc. Truss: PA Project Name: 1452-B i) , SOUTHERN 2590 N. kind HghwaY TessDesgler. d)c ( ( Fort Pierce, Fl 34951 Date: NlfMlg 1030:40AM SotlmonsTM CAMP►AN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: l oe 1 Xbsioa:20 �6113 [Bw'ki 101 Material Dar base veraial: 1561 S Pitch Qty OHL OHR CAM'L CANTR PLIES Spacing WGT/PLY y 5112 3 04M 000 a" am 1 24 ul 22 Rs 2x ABGL CF4)-0 1 6-6-0 U-0-0 � 6-6-0 lA General Ca wry Deflection L/ (loc) Allowed Lmd (Id) fto'dc 133C2017/ TC: (1770-2) V M 023h L296 (3-1) L/Ilm TCLL: 20 7H 1-2D14 BC: 056(34) I VaLL. ODSh I L/830 (il) 1.240 Tom.: 7 %pMbrlm Vs RB1: a0D(I) lb.M. awil 2 BC(L: 0 12oL: 125 % 0.pFamr,Fa-20 I Fa I ah CammM—" 3DD'n 243M S7bs .671s 275 bs 3 HRd(I' ) I ISb - 3D0'n 116bs - - - Ohs 2 HUCr M) I ISn - Ml 178bs - .1491. A49 b6 oft Ma ' Smmiary ' Bracing. Summary TC gALA^62713)922x4 TC&. tg 9aslla.pffsas6341,Bafndaig1by011aa BC ;AL9(1i2713)122a4 BCBnft 9xdWmBafmatl04Ql1andsj0iby0haa Sfie (AL9C1i7DI3It234 Loads S I� I)Tbkhmb.sb. 10pAb.Mdi dkvl dpindadb> & 2)Tn's hasIo.Nhtwfo i �dfrofivm 160nphur rF-vo-rrulyEnd3s4Cobblio 8,, gatMO(I-IDO),O.ea1B1(q Dim40dbe4733 b-15fkNXErdZ—Trl.%Ntca4webadi..iDOE,1,60,OCZ—Wdh4ft 3)We— ham.denenihlBCTabbl607.1 b smtbsnappW Member; Forces Summary Tebbid®gMmbcTgma:CAmaxexalf«a(maxmrtpfu¢dddfamt6vnmazaxetfo� TC I a771 -390M DC 10556 .313k VAbs nu3s-tatrusc Connections'Summary m CanWT— ' Tnes cunftofm ATOc TTS 17A ASM 7d12 ,27g �AWL 92 2Mf7T5 J7A ' 1 NotesEIV`s�.�`��"��i 1)7h-sd.jgAb� id.,AXE7-IOasrd-.o yt.2017Fbrda&AftCv& ` i 51 2)WC03ta(dFiu�iCRaet—i.I.Mhn¢alaldflxbr"c keWpintmagmnpo ofdilvanderod®dbad,mmpvdwD:fLL +(Yc-1)xRil IIilaom—AAM/M 1. PE 760 3)AgAly fam;Cq-ID%hasb.i ppidukptas:bmll m and ip,-b sspm7edbykT—Mamfa —MAFHIM 1-7002S®m242 1 4)rnsoans"i 'sf«@aph®tiibp�uinmly Alwrgc«diessaaalc«rie>imfiallspwidaibe�kmaxlm®nzMlpNrfimnbktinaion9anmy. 1 5)L'W.id lmuusb..dmMNFRSOd bft STA 4 ORI� ��\\ &IONAL �flllfill\\\. NJT7�Ampyofd"dsgndel6efumii�¢lolxmvonmrtamr.Tlcind6'sid'ntiiala¢s'slarofond_ignaiabasdreFdmo6aSpfal6ykTn aMamfaoaaMreL upmkamrasy aidamplt�ofkhfammmnsifod�bykBuiirg Brian Ni Bleakly �cAaalm ' wig'r�iirsempmxevfpmf�a3tegimiBle7xxid�SysoHj f«kau3:¢mpnmede�doanSaehemrcingesldk'lmpmanlnfomacm&GmealTln pagtf«addopmiid'mm6nAlmns�rpbsdmlbe guaFig#/6051 l` s�asmrauaetly 9«g-T-�c�m�;tmhamxda�walEsan6z.am.amxpbeanmanLek�e'adpb�ro�tya-11rwnihi�meanls>aar;<pbq«snls;wnd,c,a�l�an��nle�y�b� zs9oH - a fl34951 Southern Truss Companies. Inc Truss: Ll kin Highway SOUTHERN 2590 N. � � ProjectIvlrne: 145243 Tnm Dcipw. ,dbc Fart pierce, FI 34951 Dale: 6112018 I03NIAM Cm SoLI»ons TM COMPA MES (800) 232-0509 (772) 464-4160 (772) 31.8-0016 Fax M Pam: t o[ 1 U•� r2016.113 [Build 10) M:ilerial]Datibasevecaio¢ 150 S Pitch Qty OHL OHR CANCL CANTR PLIES Spacing VXMPLY 12 q 5112 2 04H 011-0 140 1-0-0 1 24 in 441hs 12-M 64-0 6-0-0 6-" 12-0-0 I 4x5 - 2 12 12 5� �5 0 N WO 2X10� 3x4 3x4 - - 1 3 T4 ,x4 l i i 0-" 1-0-0 5" 5-0-0 ,-0-0 -0-012 6�-0-0-0 LoadulU General (SI Suumrary Deflection IJ (10c) Allowed tmd 010 B)tgCadc FK2717/ TC: OM(b3) \hsCR mil L/999 (41) L/180 TCL: 20 TA1-2014 BC: 043(44) )b1U_ 004h L/999 (41) L/240 TCDL: 7 RpMb i—: lts Wb: 0.11(2-4) H=(RI ODIh 3 . &II.: 0 noL: 125% �Fi—, —20 BCDL: 10 PbeOff—(7raXYMe), (15-142-3A) (2003-13A) (33-142-3A) (4003.890) ReactlonSummary If Type I. &¢Combo BMVAM Maew RgdBiet<Bh MaxR® M-GaV1w M.V"I¢R Mx upm M-B.& I tfi(Rho)," 1 Sb Ca M.,M 3DD'n 469hs - -199hs -199bs -37bs 3 MUM]) 1 8n CanmMawn 3DD'n 469bs - -199hs -199bs Obs Materi Summary Bracing Sum u y TC SP,(AM5-2013)9220 TCBma,— Sh fW.P.5sat6.3.4P f dappsbyQt— _ EC SP(AM9 2013)M22s4 BCBnuig 9mhalarAabsat7b0,l3aiidagnby6Ms Was �(X-5C6-2,12)N32c4 Loads ISII ry 1)7bisb I-bon�elfaledfasaeb IOp fbotandodR b d*sd<adb�& 2)Th'sb�lasbvii��tlfQlydfasdwrdladsna�&srcx�A9�7-IOssf�lefogttgmdfrelipa 160mpho4nakF�wte�Rs►yFiidwd,Cabtfip,HvlligG�ayi10�ID0�0»a1BBg IIns40fbs4733�1w15ftl thEndZ—Tn.,Wihih adv�-6d.LDM-160,CCZ—vrdh4ft 3)M'ii — �" leadSb.—dmmWiTBCTebkId07.1hasrosbmiappW Member (Forces Summary Table-sdre¢Manba•T4m= S,,n midfwq(nazmngcf=ifdffeeafivnssa:caaelfon) TC 1.2 05T/ -8122s 2.3 0577 -812hs DC 3=4 OAM IR2 (-Sffihsl 41 0434 711 hs •59D1a1 albs 124 0.106 262bs (-33bs) Notes 1)Th's R.,,d tr+2(oMSCE7-IOasrdaaembyle2771 &ftkH bndpi t 2))6tQte�d}br},Qteselewialardln�ieataldikiorsaebFeladP��ePmnP.aofddkfndaebhadke4ampdasLlfl lL+(Ke-I)aINI IL'neanrda —%ihATHRA I. 1 3)Aq.TIy-0.1IfaaoyCq-IDO,hatbanapp6Mbtepbelaealicsansdep��alxsasspmfdtylxTnasMan�naCpaATHIfA I-2007.5�242 I j� 4)isalwidupHt sb..JagMWMOOyharM \,\GEN&F�� PE 76051 1 _ � l pts_ n'�0� �4RID' NA E�\�\ } `O. TYR7�Aapyofdi"sda�59ro1liefim�WbfeeavimmamcTlyde Iha, faA�laniisd�awiBiaLatsampnmsofryof®ruI nofh'sid'niAaltua'sbaxlmd�aeea�dmpuamsa�ibbyheTmsMarudaa�aardn6asgmlramrag aidmngl8,aeafheidas�eimaifahb�'teAmNng mRimi�mpg(abdgsH'forfenffiaxryvnndegn�oan5xlcmue{c+�adlie"ImpncsnlnfamsaimBCmaalTtd p<+gefaaddmml'fianmunAlmurmrphedolbe Brian Ni Bleakly masodaotnsl6ySm,-am$m8-TrCmge�;Trcna�da�.Qi19t-2762.Ala>venrplaaare70pugStesyuffdpkemei;fobsdhya-l3'whihnd son l8R+s�pbSa'S41Y,�+hit�iid®Bah�hee9m l8g•.pugryke SyEn&M6061 2590t1 - 1fri�R A34951 ' - ` SOUTHERN (.Otl�..,... .SOlI)t10r5TM IT Twigs CGMPANIES �caiare 20 xbnim- 20�Material b113 (BD1k1101 Da wtsat: 1w Spam Pilcb Qty 12-M 5 /12 1 Lmd Ta.L: TCCL: BCL. : 4 Mal Mater TC BC wbs Loads 3) Southern Truss Companies, Inc. 2590 N. kings highway FM Pierce, F134951 (800) 232-0509 (772) 464-4160 (772)318-0016 Fax OHL OHR CANT - CANER P1IES 00 04M 1-0.0 1-0-0 1 12-M 443-0 4-0-0 8-0-0 12-0-0 4x5- 4x6- ( I4 ra ® caa 1a Thiss: L2G Project Name: 1452-B Tnss Designer dirt Date: N12018 10,3a.42AM Pace: 1 of 2 Spacing WGr/PLy 12it 50I1s 0-0-0 1-0-0 3-0-0 4-0-0 04)-0 3-M 1 1-0-0 4-0-0 8-" 11.0-0 12-0-0 General CM Sw mary Deflection L/ 0oc) Allowed (p!) BugCode: FBC2117/ TC: 040(3-4) VACF. 004b L/999 (5-0 L/I80 20 TH 1-2014 BC: 022(4-5) 1§tIL- 002b L/999 (5-6) L/240 7 P pmbdro Fb Wb: 006(3-5) HnCR ODi o 4 0 UM: 125% Omlio K -2D 10 Y/ucek (13-142-3A) (24434A.) (3:1-12380) (43142-3D.) (5:1-123-M) (654LI-M) Sllnlnlaq B;cCombo BgVAth a Mrhl RgdBfglWh Maxnaa M-G AVA M-V"LM M-1bm MaxHxk I 8b Cbn Maary 3DOb 360bs - -227 bs -227 bs -12bs 1 1 8b Q,—Ma—y 300b 361 bs - .222h -228bs Ors SUMMary Bracing Suummy 41SOt2013)h234 Tclkx -SlxabdorAxisatb34).Axindd�lryOhas 4--0,2113)k22x4 BCBmalc Slxafrdarllxisat6-SO,AxGid- nb)OMs Load Care fil: StdUm Lord 1 Point Loads 'Ili M—bc I Lml n Z1r'vi TapCtd 4" 5-- BaOd 4 U lip TipCld 4b12 lbws BmChd 44- 2 131 Tapad 6b12 D— BaChd 60.12 Up TopChd 7-I1-4 Dk . BotOd 7-I1.4 lip TopOd 840 Dl Bead &" W LoedCase I:StdDeadLoad Point Loads Mmdxr Lo®im rim Tapaid 4-04 Up B.0 d 4.0-0 D— TopOid 40-12 Doan Bead 44.2 D— TopChd _ 7.11_4 Lbws BmC d 7-11-4 D— Topand 1W-0 LG Bead 80-0 D— Member,Form S,manary 16ampnwmagE�m,a�>vyF,�f,03taff�,c>,�ayn R=1Do),aaanmg Mbs 151s 426s 24b 2h 24b 42bs 24 i, 2bs 24b 42bs 24b 2bs 24b 211E I5bs 4b 14bs 24n 20hs 24b 14bs 24b 206s 24b 14 to 24b 21bs 24b Obs 4bs Tabkbd®aMin;bcR)muC9,maxaxwlfom.(maxmnpcf=R'doT fmnm -61fare) 18p.g pbe Southern Truss Companies, Inc Truss: MV4 SOUTHERN 2590 N. king liioiway T{V $I$ F(xL Pierce, F134951 i2+te: N112018 1(M.43AM C Sohnia.1 Tm n� CQilAPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 1 Page: ION lkrvm: 2016.11.3 [BmW 10] Material Lam6se venamc 1564 pitch Qty OHL ORR CANM CANER PLIES Spacing War/PLY Ml11 5 /12 2 040 040-0 04M 0" 1 24 in 12 Rs ti 3 1.5x31 0-" 0-0-0 4-" r 4-0-0 Loa ' a General Cm Smary Deflection L/ (loc) Allowed L-d ({A1 ftcwc tBC2DI7/ TC: 035(1-2) VnCR On L/M L/180 TQL: 20 TPI 1.20I4 BC: 0.15(i1) 1 1Mtt. On L/M L/240 1 TCL: 7 RpMbrl—: is Wb: 0.41(2-3) %MCR: Oh 3 BC L: 0 DM: 125% QapFa ,V-20 . I C d-4s 1 48. Cm Mamy 2mM 71ip1 rAateria11j4S Bracing Smnmary TC SP�j 2012)OZO - TCBrdVv Shmf dwF.i"63APk.%deWbyCMs BC SP�AiS 2012)IB2c4 BCBmmg 9.tdaP fi—tG3A%bdapby0f= V4b; SP(AfS7r2012)932,4 Loads Stibmury �rmsara:dw�5amam�r✓.�7-1o�hroa.:g�d��d:pa Icon@nun,maE�m.eGrwyF,dmtOrlt[in.B�e��ayBP-1m1.0.eai>� Z4 Tnss,146rmda.b—sdi a OL-160,CCZ4 Wdh4tt Summary Tabt:dm�MrnbclgmexC9, mxamlfwq(nmmnR fo¢Eddfae¢fomnaxawlfp¢) s➢dltL+(Xa-Q.Dd IIiiem.danmAAMM I. 1-7002S,im2.42. -72bs i �fahy'ktzains I BrianM 131eaWy i i f r Alba Southern Truss Companies, Inc Thiss: MV6 36UTHERN 2590 N. kin lTi wa > y NectTla=: 14s� B ThbsD"-6gner: d1c Fort Pierce, R 34951 Dale: 611=8 10-3(k44AM •TJ SohmanTa+ CGMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-001.6 Fax Page: 10 1 nu's l�rsio¢ 20��6113 [Bui1310] MatcrialDatalavewmclx 1564 Sgdii Pitch Qty OHL OAR CANTL CANER PUBS Spacing WGr/PLY 5 /12 2 I ON 040 000 040 1 24 in 191hs 6-0.0 6-M 6-M 1.Sz31 2) G-M 0-" 6-0-0 6-" Loadin 3; General CS[ Summary Deflection L/ (loc) Allowed I®d (pA) BV80Ac FBC2017/ TC: 055(1-2) WOL, on L/999 L/180 TCIL: 2D TKI-2014 BC: 039(34) WIZ ULP L/999 Ll140 TCCL: 7 Ri ingmx: ifs Ntb: 0f9(L3) ff=ck oil 3 "I : 0 DM: 125 % Oe�FamyRa=2D . BCOL: 10 P—ar� -15-1 M) (2:1-12.44I9a) (3:1-1235,90) Summary Ili Reaction' IP Twc[,, BTC-bo BMW& Maenl RgdB Wdfi M.Ra M.Q-117i11 M.Vkdw Ma:W M.H in 3 BRd(0. q I 72n Ca M—q Udm— 1781. - -77ffi -77bs ohs 1 Pis(VIb 1 72n c—M.-q U*W. 266hs - -01 bs -61 bs 194bs Mat Summary Bracing Summary TC S%(A1305-2012)02s4 TCBaag 9-fW.Rvia.63-0,%iidds®.by0h- BC S'(KM6-20n-$82s4 BCBaag 9smbdarPA"6-;A%nde�,sbyOMa Wbs 9?(AL4'1i3012)832x4 Loads Sllmnnary I)Tbisv-bas�de;iq dWfr *—T.%&W )0p4b ft. dsoodk.Wpb d®db�& 2>T7�n�sbsse'm��drar�dr�ma:dma;:,aoQmi�.4�7-1o.,hn�rotT,:�a�dd.�:�pa lwnpnie,0e�pma�F HF1d,6a4cgbeFFa.�ac��.rrtP�lm),o.�-aiBi� rkm40ftx473 I h-lSQmt4aEdZTrw%N hic Ad bm.M..iDOL-ifA,OCZ—Wdh4ft Me 1ForcesSummary T96bid �MsibcrDiares, i a,�r«o<R.r�edaraaa6�niaxa>b1r TC 11.2 O-W -921s 0390 -71 bs 01<91 229k (-127bs) BC 13.1 Ttms 12-3 Nate 2)W(03IaM CR—#—rislaMhd,."di�c8ebfvebadplsfegepasrPaieegrddl®nBrDdmdlEd,�npminsDfl lL+(Kc-gaDOl llisnm'WmstsATNlIP11. 3)A¢aiya= 0m-Gq=100,hasbannppiefoI2' S iY,24J. I 1 N 4)I;9dnidsPrftsmairsbasdmMWFTtSOslytedng \\\\ sue\ �t. !/�i 4�� / PE 76051 = 1 � P T) 4 ORIO &IONA II NJ[7�Ampy)or�dwdc�ndsal6efimdrdotieaetmmmamiThMri noffsh:v0.�cln�s's�ond�otseaMrehumse6agpGdbyleTnnsMerufamcaMsdaym/ramreg•aMmngl ssoflwbrgnrs�,�fgrrsb�'rrBstfiig Brian Bleak r nepfcaslmnaAaui�.dagamponxoraof vulmo.sat%e�psNn •rouse.isaysRr.eadcpndwi.smremscp�mdfr^hiyuwalnrmaau„&canali4rs^w&rQaddmrelnra,m namre�rbg4i16e S,—EgWW) nandaordbySmpm9vg7 eCuripsm;Itinam�da�uasF3i-27Q.amm�r' 1'A Si^L�bespmiidpYeme'sroMudbya=lS'whB id®etan lfi�ssBephS«5718 ;�hds iid=.hig sesun 18gmggise 259DNKares APb¢A33951 F —` Truss: V4 Southern Truss Companies, Inc- SOUTHERN 2590 N. kings Highway hm Dom,' )�,4,�$ �Rj$S Fort Pierce, F134951 Tate: 642018 W&45AM cartt onmcnSTM CQMOANIES. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax �= I Df L Vkisim3[B1 HIO] Materialverso- 1565 S I Pitch Q y OHL OI1R CANT L CANrR PILES Spacing wariPLY i 5/12 1 0" 0M 0&0 0-0-0 1 24in 10hl 443-0 243-0 2-0-0 2-" 44)-0 4A - 2 o d d y q / 2x41 3 XX XXXXXXXXX>000M 0-0-0 0-0-0 ' - - — - -- - 4-M 4-M L 3 General (SI Spry Deflection L/ (10c) Allowed L-d (rd) B1d8Code: FBC2DI7/ TC: 02(I(L2) Vnck OUP L/'999 L/180 TCIL: 20 TH1-2014 BC: QI4(3-I) WtU. Oh L/999 L/140 Tom.: 7 RPMbrb.— la Wb: 000(1) H=ck Oh 3 BCSL: 0 DOL: 125% O.pFam,K-20 ' BCCM: 110 ReeQT5 (jM)ry,et (I:I4153.8221 (2003-130) (3:I4151M) Reaction ISFmmlary 2f T o. Wdh Mabel MaxRmd AeP-d M.0- _M.VVd Max M-H.& ' I 1 48h Ca M—y 156 bs 78ptr - -66bs -66bs I2b; Material !lSFmunary Bracing SUMIMY TC SP jU305-7012)Ia2.4 TCBfang 9.mdWaPxicm100QHafnd%jpby0hea. SRIVA06-20I2)$32x4 BCBndg Shshalor})x4tsm63-0,I)ofnde by0hes _ ' BBC Lllad$ S I)Tlisbmlms ��dep�xditrhe,T b&,b I0pdb0WdodWxb d0Sdmdbads 2)Th"srushss ; degdfaricdfasofordhedsneaor 7-IOahhetobwigurdimliQt 160mphuEnmtF�cuaeC,Fv►�Eded,GebL�fip,Buid'rg�egayfl(f�IAO),QcalBbg D'im408x4733 �-IS$EdZ—TnsN.a.ad.6a.Oe.LDO:PIb0,CC2meWdh4ft Member S�IDmFary Mmibcigmax(H,�raxaxelfor4(maramp:fia¢7ddfaa¢fivnmaxexelfor¢) OTCeS Tehbid®vs TC I-'� 0.199 -112bs 2-3 0.199 -112bt BC 3- !1 (1137 135b, 655b0 Wfx Notes 1)Th'adec Manfmdbyhe27Ftiida31dCd 2)VnCRam -cl.,.dh— 606—dbMWdd e m-rquaofddkfondmdsdb AmmpvdwDdLLL+(fa-gxDdiD;oa—aAMM 1. 3)* 4)Aq-Tkyw,ol ;�mdbd ,Cq-IDD,Fmsbai bhepltehedlne�vnLaas�'elbyheTna4MubfaoacpcATH/fA 1-2D02Sm6vi242 .5)Umd.WWM i 1t>salmMNFRSQdyYedng E3 i PE 76051 ! y r � 1 4 ORlO�%���� II/IIIIII�� - NOI10EMipyof "ode dwlhefun�dbhencbnmmaar.Tl sofh'sid'n4talt u'sbz�lmd- nae+e andrywenemspdal6yheTnxsMandaaarandr�tPmMammdg a�dmmpl8�ufheidomeimnfarhbyhHutiig Brian M. Bleakly � � Ds�acA�lOnhs i Nitg'�iae:amparcmfpof�aelegmvngrrspasU&y�liyfarhennsmrt�punadc�dbnRSshemw{e�andlx'7mporanlnfommron&CxriealTbts"pngefaadddualnfamaianAlmmmrph6dmlbe mvxdaowaib�Sn" 9vlg-TeCorge�yTmhamxdanrewAF92.2767.AloYm®rpbsarc-0gaugGwL$hopaifdplaeme'sfabn�bya�18"wlid�ndasan l8pat�eephgarSYlB;whdiidmaah@het�IBeaugepYe 2590HKresHd RPb=TjUZI Muss: V8 Soufhern Truss Companies, Inc. a. SOUTHERN 2590 N. ldne5 Hig}laaY P7o,D ct Name: 243 c4Lp" -Ougg Fort Pierce, F134951 Dale: 612018 10:M.45AM Page: 1 1 � CGMP HIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax of Via¢ 201� 113 (Build 10] Material Darn" %emorr 15CL5 Span Pitch Qty OHL OHR CANCL CANCR PLIES Spacing WGi/pLY 8-M 5 /12 1 040 000 0100 &M I 24 in 231t2s 8-0-0 4-0-0 4-G-0 4-0-0 B-0-0 4x4 - 2 12 12 5F— �5 I m I. i i 2(4/ 2x4t 1 3 �I �I "'0 G-M 8-0-0 B-0-0 Leading' General CSISununrary Deflection L/ 00c) Allowed Lwd I (ptn BNBCudc FBC2017/ TC: 0.47(1-2) V M On L/999 L/180 TOLL: 20 TK 1-2014 BC: 014(3 4) VnLL. On L/999 L/2AO TQZ: 7 lbpMbrinmase: )Es Wb: 009(24) Atzat On 3 BCL: 0 not-: M% QvFk".Y-=2u BCOL: 10 AaeOffsm0n0.'YAmk (1:1.0-1534122) W-03.130) (3:1411534172) Reaction Sumolary !f Tm, ftQmbo 1 MyMh Maehl Me pR MRmd MaxQa 1w Maxll4dW MaxLFdR Max}irz I Gwfi i 1 96h Qa Masmy 209M 78p1' - -99bs -99bs -24b 11 Material Summary Bracing Summary TC 9' ,69 2012)432x4 TCBsadg 9xandw%*-6.3-%%rf deVby0lna dng: fi BCS P, - vas SPMU06-71112)632z4- N -9 0 6 -2 0 12) Ma 4 BCW 9.td.F a 6-Khe deWby0t- Loads Su11 ry I)Th-s�t.s",d!ii f t-Tf3�8ebl0p bN-d.dMI.d*d.dhads 2)Thit�hssbsid�idforlrif�dw4dlad;ne®da�m�I�A9�7-I0uMhfob�.9g DbxdOflx4733 /Sh-IS ddndiyc 160mphuh�aC,EspnaxeC,FidyFidotd,CebhirgBuNng(.4egaryB(1=IDO),QealBkjg R&d2meTnrsT�aredur4misBartD(IF160,OCZ-Wdh4 ft Member OCCQS Snn1[naly 786ki dmecMmbeigmax(s maxaxalfuG(maxmmpr.fa¢ddffee¢frunmaxex®Ifu¢) TC I- �� 0.467 1481xs-1031a1 2-3 Q467 148bs -IQ3b0 BC 3-41 (U36 111 bs-SSlss) 4-1 (1136 III bs 05hs W8n 124 0092 290bs (1476s) Notes 1)Th'sdapB's6aa�mhSCE 7-I Oas,dae�sibyix:2117hlxida BuiingCnde 2)V CRadlbri�CRmef 3)Gs .*fism' vatimlardkrhamiMde Rebadpintwupmqofddki3bnd¢ d®dbA, pmmnf LL+(Rc-I)xnll Mha da,sAATH/fAl. - bommdxxdbanl8 4)Agaalysood'-Cq-[Xhasb-.pprdet 5)1.ild.W.p T� phthealn vb..T.i<dbyl.T-Mam&a WANSIn71-MMS®n242. bw dmMWFTt4Clsybs&g NN '1�i PE 76051 / 1 STA � �i 08 N;11T(£Ampydiis'da@n9�alMfivnBnib6eaeimmraax.TrdSgndffs:da5alluaslavlmdlsp+aaharclrs8uenmssRq�bf'frTn�Ma�ufan�andnisspmframaaq aMmmpl> dtnnfmrensmRxfibylrEOsilig Brian M.BI UspmaA�lm;nddrecsatya�ofpofaco�alep.imilg�acbt'yw�'forlan�mnpom[d�9rnnSetnmueygesrdNe'frldumaioniGscalNia^(agefaeddoralidmrecnNmrt�rpMadulbey rtamifa..dby9mg-TeCmgesg{IrcnanAiEVt-2762.A1mnmrp§sam20pay�sml�tarifdphes'vecfoEondbja =18'andihd®gan ISCeugepksgaSq IS',uhidindmaah'ghnuin 18paµgcpise Eng#7I 259011M¢clieh.Alis¢Fl34951 .