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Home My WebLink AboutTRUSS SCANNED SOUTHERN TRUSS COMPANIES, INC. OUT H E R N RANDY@SOUTHERNTRUSS.COM TRUSS By 2590 N.KINGS HIGHWAY/FORT PIERCE,FL.34951 � F PAN i E S to LUd9 MU (800)232-0509/(772)464-4160/ (772)318-001.6 Fax: I Project 'ame and Address: Oakland Lakes Occupancy: X Single-Family Lot: 13 1 Block: County: Saint Lucie Multi-Family Truss Company: Southern Truss Companies,Inc. Commercial Truss Engineering Program: Simpson Component Solutions Plates BI`: Simpson Strong-Tie Contract r/Builder:Ryan Homes Model: 452 Elevation:B Options: Lanai STATEM NT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with Flo da Building Code FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces as required by the foilo mg provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: --- P.S.F. Design c ,i eria: ASCE 7-10: 160 MPH Top chord dead load:2_P.S.F. Top chord dead load: --- P.S.F. Engineer:Brian M.Bleakly Bottom chord live load: * P.S.F. Bottom chord live load: --- P.S.F. Address:2590 N.Kings Highway Bottom chord dead load: 10 P.S.F. Bottom chord dead load: --- P.S.F. Fort Pierce,FL.34951 Duration factor: 1.25 Duration factor. --- Mean height: 15' Exposure: C *10.0 P.S.F.bottom chord live load nonconcurrent with any other live loads. jThis 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. T ss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 A 21 Jl 41 61 81 96 2 A2 22 J2 42 62 82 97 3 A3 23 J3 43 63 83 98 4 1 A4 24 1 J31 44 64 1 84 99 5 A5 25 J3A 45 65 85 100 6 A6 26 J4 46 66 86 101 7 A7 27 J5 47 67 87 102 8 A8 28 J58 48 68 88 103 9 1 A80L 29 1 J5A 49 69 89 104 10 B1 111 30 J7 50 70 90 105 11 B2 31 J7A 51 1 71 91 106 12 B3 32 Ll 52 72 92 107 13 B3 33 L2G 53 73 93 108 14 Cl 111 34 MV2 54 74 94 109 15 C21 35 MV4 55 75 95 110 16 C3Gr 36 MV6 56 1 76 17 CJ31 37 V4 57 77 18 CJ ' 38 V8 58 78 19 CJ7! 39 59 79 20 CJ7X 40 60 80 As witne 's by my seal,I hearby certify that the above information is true a '�d correct to the best of my knowledge and belief. Tom.Jam- T�J Name: Brian M.Bleakly Lic.#76051 _ cnp LE III TYPICAL DETAIL C C Q R.N E R. - H I P NOT 1i: NDS=Nationol Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. 132 5# per Nail (D.O.L.Factor=1.00) 0 UP TO 265 = 2-16d NAILS REQ'D. rids 'toe nails only have 0.83 of @ UP TO 394-# = 3-16d NAILS REQ'D. late al Resistance Value. n in n t� n 1 12 1O & F �O A a gA ii ii ii ii J3 c> of m 0 ,A0 0 use J5 & - +2-16d O _ toe nail 7-0 0 �`TC BC. 1 HIP GIRDER / \ H7 (HIP GIRDER) A QA QA B 1`7 J3 J O ` 12 \ �` \ 11.5 L � ------ � loves Typical jack 45' — - --- -�-- .- attachment use 3-16d 'O toe nail ® TC�_' TYPICAL CORNER LAYOUT & 2-16d @_IC;, 9-9-5 i \� \ CORNER JACK GIRDER \� Typical Hip-jack" attachment CHORD HANGERS FASTEN ER GIRDER JACK J1 J3 10 HIP JACK GIRDER TC = _ _ _ _ _ = 2-16d nails = � _ _ _ BC 2-16d nails J TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - 8C - - - - - - - 2-16dnails - - - - - 0 TO HIP GIRDER TC - - - - - - - 3-16dnails - - - - - BC - - - - - - - 2-16dnails - - - - - HI JACK GIRDER (CJ7) TO HIP GIRDER TC = _ _ _ _ _ = 3-16d nails = _ _ _ _ BE 2-16d nails MINIMUM GRADE OF LUMBER LOADING (PSF) STR. INCR.: OOX � T.C. 2x4 SYP #2 L 0 FBC2017 B.C. 2x4 SYP #2 TOP 20 WEBS 2x4 SYP Na.3 BOTTOM 00 10 SPACING 24' O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, COMPANIES ( )FortPierce,09 ( )4951 800 232-0509 772 46 -4160 http://www.southemtru--Leom Fax:(772)31 B-0016 Brir3 li M_ Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 I TYPICAL DETAIL C& CORNER - HIP NOT I1: NDS=Notional Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. QA UP TO 265# = 2-16d NAILS REQ'D. 13215# per Nail (D.0.L.Factor=1.25) nds Iitoe nails only have 0.83 of UP TO 394# = 3-16d NAILS REVD. late al Resistance Value. _ t M to I17 M 117 12 J1 1 VER F O O O A I Y �O " U I O LAtl Im n ii ii ii ii J3 iO O O I A O O O *- uos -16dH5 (HIP GIRDER) `, OOail ® A A5-0-0 BCIP GIRDER C121s & F �- 0� b Typical jack 45' - - ` use 3-16d`. attachment ` toe nail ® TC`� O TYPICAL CORNER LAYOUT & 2-16d @_BC;,� ` I 7-0-14 I J ORNER JACK GIRDER �` t r Typical-Hip-jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1L J3 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - - - - - - 2-16dnails - - - - - J TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - - - - - - 2-1.6d nails - - - - - TC - - - - - - - 3-16dnails - - - - - BC - - - - - - - 2-16dnails - - - - - TC - - - - - - - 3-16d nails - - - - - HIII JACK GIRDER (CJ5) TO HIP GIRDER - - - - - - - - BC 2-16d nails - - - - MINIMUM GRADE OF LUMBER LOADING (PSF) STR. ]NCR.: 25% FBC2017 T.C. 2x4 SYP #2 L D B.C. 2x4 SYP TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24. O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, 951 COMPANIES ( )FortPierce,09 (FIL )4 800 232-0509 772 464-4160 http://www.southerntruss.eom Fax:(772)318-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 I i i LPlaletlTrussConnecldrs; F::.r_— -- �r_< .,; �—'�^"� ----s�=- .. VT=si�4-�frM'..7..za��v +rr � se �� '%Sr.'-'f'`r`-%.a--riX�-�"a--o -•-4.'�`,-F �+de4za`.c--""�.�. 7' • II rl I Joist1' 1 ! G�*Oft Tbfs product fs preferable to similarconnectars because of 1•for2es w a)easier lnsfalla0ae,b)higher leads,c)lower installed cost, 1Ys'fora or combination af these features. .I.1rY4. 36�....... 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 6f all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the -� s�,c• highest capacity HGUS hangers.For medium load truss applications,the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers,while providing greater load capacity,and bearing than the LUS. MATERIAL See tables below and on page 133. E Y ~~ FINISH:Galvanized.Some products available in stainless steel or ,y - �`2• ZMAX®coating;see Corrosion Information,page 18-19. �-Wi B w'�-� �(N HUS21US28, INSTALLATION •Use all specified fasteners.See General Notes. -Nails must be driven at an angle through the joist or truss Into LUS28 �MUS28 and HHUS similar) the header to achieve the table loads. •Not designed for welded or nailer apprications. J i-2 y 1�2�e•,i OPTIONS:•LUS and MUS hangers cannot be modified. t ape •HUS hangers available with the header flanges turned in for r 2-2x(3'%1 and 4x only,with no load reduction.See HUSC ` _�`""• =5 Concealed Range illustration. ' �y -Concealed flanges are not available for HGUS and HHUS. H _ •See Hanger Options,pages 20D-202,for sloped and/or r. 4 skewed HHUS models. -Other sizes available;consult your Simpson Strong-Tire representative. - •` ICDOES:See page 20 for Code Reference Key Chart ��:r n- Wy These products are available with addifianal corrosion protection. 6HGUS28-2 �i• ��'— Additional products on this page may also be available with this.option, HHUS210-2 ^y check w M Simpson Strong-Tie for details HUSC These products are approved for instrUatian wiffi the Strang-Drive SD Structural- Connector screw.See page 30 for the correctsubstibrtion and SD screw ShT, Flanges d (notavaflable y Min. Dimensions Fasteners /!'r Cc Model �ti for HHUS, No. Heel Ga IN H 8 Carr ying Carried .i HGUS and ,a I Height Member Member ON,- HUS2x) u_1 1 �; +r SINGLEWIZES ' 4 LUS24 2% 18 Ws 4% 1% 2-10d (Truss Designer r i* LUS26 4'/ 1% 4% 13i 4-10d 4-10d 1.See table f0 provide fastener on page quanta forconnec.Gng .. MUS26 4114E 18 135c 534c 2 6-10d 6-10d 133 for multiple members IS HUS26 4% 16 11% 5% 3 14-16d 6-16d allowable together) Typical HUS26 with o HGUS26 4Y% 12 1% 5% 5 2D-16d 8-16d loads. Reduced Heel Height a LUS28 435E 18 135E 6% 1% 610d 4-10d c MUS28 635c 18 13Sc Mc 2 8-10d 810d ® Double Double Shear Dome Double Shear s HUS28 61A 16 _1% 7 3 22-16d 8-16d Shy Nailing Nailing Side View a HGUS28 634E 12 1% 71A 5 36-16d 1216d Nailing Do nut Side View available on z �s LUS210 4r/. 18 Wo 7% 1% 8-10d 410d Top View bend tab � some models) a U.S.Patent 5,603,580 S HUS210 836 16 1% 9 3 30-16d 10-16d _ c =4D'�FA,l_ior_e�di—d_s�4 SP Allowable Loads � 5PF/HFARowahleloads a c Model No. allpfi_. #look_'doerRoof.` Wind UplitC Floor Snow Roal wind UpBtt' floor Snow Hoof Wind Pete z (a60�y a 10U)i= {MSJ-= 12 {� 160] : (160) '(100) (115) (125) (150) (160) (100) (115) (125) (160) SINGLEWIZES to LUS24 490 670 765 B25 1045 ' 490 725 830 895 1135 420 575 655 705 895 0 LUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 17.F6,L17 _ N HU5261�50 { ;�095_ ?335 =335 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26 ;936D='=�48135 3230 9a 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 17,L17 i LUS28• _]fi5. bOg7Z55•=,36fi �i5`; 1165 1200 1365 1480 1835 1005 940 1075 1165 1475 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17,F6,L17 IS HU528 2 000 3965 4120 4220 4335 2000 3790 3960 4070 4335 1720 2905 3035 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4950 5160 5290 5745 I7,L17 [� LUS210 =�65;r34_ 325R E559U9U; 1165 1445 1660 1795 2270 1005 :1145 1305 1415 1745 11U5210 '3DOQ ';:q25 ?4945=,.?.Q575; $t)2U: 3000 4105 4310 4450 4930 2580 3150 3315SO 3425 3815 �'L77 132" Note:For dimensions and fastener iidomhation,see table above. See table footnotes on page 133. i L�_z.:x r.•-'_""'�_.�—."_�-.•,ram'—' �'+�s*— �'�t`=^'�,s-rr�na-roe.+u+.wv..iz.-�-;...►.. -�=__.��-.-il:T!�—� �+� ��...,�� • li FACE HANGERSt , 'I -These products am available with additional corrosion pmlection Add/tionalpraducts on Pr These products are approved forins(ahAD11 witlr Me Strang-Drive SD SWd.,I- this page may also be available with this opiton,check with Simpson Strong-Tie for details Connector screw See page 30 for Me correct substitution and SD screw size. pimensions Fasteners ::? 'pF%SeAilowahle Loads-'_%r_• SPFJHFAllowable Loads Model Min. _•• 'Shi �.+=a-'i'•� _'f•.�4,: Heel Ga L = Code N0' Height W H B Carrying Carried l)plitf',;..Firior;: Snowa:yRoof :Wind Uplift' Floor Snow Root Wnd Ref. Member Memher DBUBLEUSIZES j LUS24-2 2'/ 18 31b 3'% 2 4-16d 2-16d 440 800 910 985 1250 380 680 780 845 1070 LUS26-2 4% 18 31% 4rh 2 416d" 416d 1165f;:�Q-3.6 -78Q= 280= fiZ5$ 1000 880 1010 1090 1385 I7,F6,L17 HHUS26-2 434s 14 No 53G 3 14-16d 6-16d =278 55Q� -•155'��3905265= 1335 2390 2710 2925 3665 HGUS26-2 4% 12 3Ys 57/. 4 20-16d 8-16d "_2]55t s4355 75r'�S23Us .5 1855 3750 4200 4500 4795 17,L17 WS28-2 0, 18 .3'1A 7 2 6-16d 4-16d 1165 1315 1500 1625 2060 1000. 1125 1285 1390 1765 j HHUS28 2 We 14 3% 7y 3 2216d 8-16d 2000 4210 4770 5140 6440 1720' .3615 4095 4415 5375 ��'L77 HGUS28-2 V- 12 3%, 7% 4 13&16d 1216d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17,L17 15S210-2 0. 18 3% 9 t46-16d 6-16d �7745.'•Y�B�T= _90'.�2755 U:z• 1500 1565 1785 1935 2455 ---_- 17,F6,L17 HRUS210-2 41% 14 No 8'/n 10-16d '4000�=3635�._636(lr 6880``.;7165�. 3525 4835 5270 5380 5765 HGUS210-2 8% 12 SMs 9% 16-16d E.4095 ' 3700t g43DOs.-�9100=' {3700 3525 7465 7730 7825 7825 17,L17 TRIPLE 2x SIZES HGUS26-3 4"As 1,12 4% 5'% 4 [6ri6d 16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795. HGUS28-3 Me 12 .4% T/. 4 2-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 HGUS2ID-3 8% 12 4% 1% 4 6-16d :14_095`' _VDU:- 1_D0 "siaa:s 3525 7825 7825 7825 7825 17,L17 HGUS212 3 10% 12 41%s iO3'i 4 0-16d 5045 9600- 9600 9600 9600 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4'4Se 12% 4 216d 5515 '1010- 10100 10100 10100 4745 8685 Bfi85 8685 8685 QUAORUPLE2xSIZES 1-1=26-4 5% 12 6% 5rlis 4 20.16d 8-16d _�155[�435 F-�875_=523U `5575. 1855 3750 4200 4500 4795 - f/,L17 HGU528-4 T/ 12 6°yis 7'r5s 4 3616d 1Z 16d ?35 46 746DS 46a__ 48p�= 2785 6415 6415 6415 6415 HGUS210-4 9'/ 12 Vs 9% 4 46-16d 16-16d 4095 9100 9100 g100 9100 3525 7825 7825 7825 7825 Cf,F6,L17 y y HGUS212-4 10% 12 6'fs 10% 4 5616d 2016d 045" 96pp 600- 9600 9 00' .4335 8255 8255 8255 8255 C s _- 17,.L17 HGUS214-4 1235 12 6'fi� 12% 4 6Ei6d 2216d 75515 hOIUU`D700: .LO10f?i__0>0Q 4745 8685 8685 8685 8685 CIS 4x SIZES 0 LUS46 4% 18 We 4% 2 4-16d 4-16d 1165 1030 1180 1280 1625 1000 880 1010 logoF W,,F6,L17 etn i 17 HGUS46 4%s 12 3�, 47As 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 450017,L17 HHUS46 Vs 14 3% 51A. 3 14 16d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 -T—.__...e. LUS48 4% .18 3°/is 6% 2 E16d 4-16d =11657315=1500_ 1fi25z•_2b60 1000 1125 1285 1390 HU548 6'/ 14 3ei4s 7 2 616d 616d 55Q,. 5E13 -7J60= 470 1550 1365 1555 1680F6,L17 �- - _ 17, e__.. HHU548 6k -14 .345 TiG 3 22-16d &16d "2� 15'=47IQ. 5190 1720 3615 4095 .4415 z HGUS48 W. 12 3% N, 4 36-16d 12-16d 23_5' 4bDu 46f fi 3d6Ur__7460 Z785 6415- 6415 641517,L17 LUS410 6'/ 18 33Se 8% 2 8-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935HHUS410 8% 14 3i 9 3 3016d 1016d 3745 5640 6385 6890 7165 3440 4835 5480 5910 /,F6,L17HGUS410 We 12 3% 9 4 46--16d 16-16d 4095 9100 o9100 9100 3525 7825 7825 7825 z HGUS412 10Me12 3yi 10%s 4 5616d 20-16d �5Q4 6 600= 9800_^9600 4335 8255 8255 8255 f/,L17HGUS414 11% 12 3% 12% 4 6fi16d 2216d � 5 8685 8685 W - 0 1.Uplift loads have been incmased 60%for wind or earthquake loading with�no further T ANSfTPISPF,T-lWSffPiSP and T-ANSI'fPIDF for allowable loads that consider ya Increase allowed.For normal loading applications such as cantilever construction ANSUTPI 1-2007 wood member design criteria(seepage 2t3 fordefailsJ refer to Simpson Strong-Tie Connector Selector'software or conservatively5.Loads shown are based on minimum of 2-ply 2x carrying member.With 3x carrying N divide the uplift load by 1.6. members,use 16dx234 nags into the header and 16d commons hdo the joist with no ® 2.Wind(160)is a download rating. load reduction.With single 2x carrying members,use 1 Odxl W nags into the header 3.Minimum heel height shown is required to achieve full table loads.For less than and 10d commons Into the joist and reduce the load to 0.64 of the table value. minimum heel height,see technical bulletin T-REDHEEL(see page 215 fordetalls). 6.HAILS.16d=0.1W dia.x 31&long. 4.Truss chord cross-grain tension may limit allowable loads.Refer to technical bulletins See page 24-25 for other nag saes and information. I 133 E eererl Wood&Structnrat Composite LOOhq. onnectors.,. Act jal Dimensions Fasteners Allowable Loads Jo s Min/i Model Na. Go DF/SP Species Header SPF/HF Species Header Cade Si e W H B Max Face Joist Uplift Finor Snow Roof Floor Snow Roof Ref. j (160) (100) (115) (125) (100) (115) (125) j HU416/HUC416 14 3g 13% 2'/z Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 3Ms 13% 2% Max 26-16d 12-10d 2015 3870 4365 4695 333D 3760 4045 19,L12,FB 3'/z)I�18 HGUS412 3% 10346 4 — 56-16d i HGUS414 12 , 20-16d 5045 9600 9600 9600 8255 8255 8255 C 3% 12/,a 4 — 6616d 22-16d 5515 10100 10100 10100 8685 8685 8685 y t HUCQ412-SDS 14 3Y,a 11 3 — 14-SDS]/'x2%' 6-SDS'%-A2W 2510 5460 •5560 5560 3930 4000 4000 19,F23 C , I, HU68/HUC68 14 5% 5%s 2'fz Min 10-16d 4-16d 900 1490 1680 1805 1280 1445 1555 C0 5/a x /, 511 5"As 2+1h Max 14-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 19,L12,F6 93 HGUS5.50/8 12 5i4 615/,c 4 — 3616d 1216d 3235 7460 7460 746D 6415 6415 6415 514 7% 2'f Min 14-i6d 19 HU610/HUC610 616d 1345 2085 2350 2530 1795 2025 218D CD v 5'/a z 14 5% 7% 2% Max 1816d 8-16d 1795 2680 3020 3250 2305 2605 2800 i9'L12'F8 HHUS5.50/10 ' 1016d 3735 5635 6380 6880 4835 5480 5910 r g+y4_ 5.4 9 3 — 3D-16d HUCQ610-SDS 5'r412-SDS'/,5c2'fi' 6-SDS'/a°x2'rz' 2520 4680- 5380- 5715 3370 3875 4115 19,F23 HGUS5.50/10 12 5'r4 8'%e 4 — 4616d p I 16-16d 4095 9100 9101 91UU 7825 7825 7825 HU612/HUC612 5'� 9'/e 2'� Min 1616d 6-16d 1345 2380 2685 2890 2050 2315 2490 5,� f 14 5% 9�e 2'r4 Max 2216d 8-16d 1795 3275 3695 3970 2820 3180 3425 19,L12,F8 11'/<-11 HHUS5.50/10 5'k 9 3 — 3016d HUCQ612 SDS 5'r4 11 3 10-16d 3735 5635 6380 6880 4835 5480 5910 �• — 14-SDS/'x2h' 6-SDS'/a'x2'/z' 2520 5315 5315 5315 3825 3825 3825 19,F23 y HGUSS-50/12 12 5'r4 10% 4 — 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 � 5'r4 12% 234 Min 20-16d 1� HU616/HUC616 8-16d 1795 2975 3360 3610 2565 2895 3110 c 14 5% 121146 2% Max 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 19,L12,Fe 5 5/,x14 HHUS5.50/10 5% 9 3 — 30i6d 10-16d 3735 5635 6380 6880 4835 5480 5910 Its HUCQ612 SDS 5'/z 11 3 — 14 SIDS%'x2%' 6-SDS'Wx2W 2520 5315 5315 5315 3825 3825 3825 19,F23 HGUS5.50/14 12 5'fe 12'r4 4 — 6616d ZZ 22-16d 5515 10100 10100 10100 8685 8685 8685 C HU616/HUC616 5'Y2 12"34e 21A Min 2011 8-16d 1795 2975 3360 3610 2565 2895 3110 l W 14 517Z 121346 2'fz Max 2616d 19,L12,F8 �] 12-16d 2695 3870 .4365 4695 3330 3760 4045 5'/,x 1 HHUS5.50/10 5'k 9 3 — 30-16d 10-16d • HUC0612-SDS 5+1h 9 3 � 3735 5635 6380 6886 4835 5480 5910 14-SDS Y4W% 6-SDS/x2'r4' 2520 5315 5315 5315 3825 3825 3825 19,F23 HGUS5.50/14 12 5% 1214 4 — 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 HU616/HUC616 5% 1211% 2'k Min 20-16d 8-16d' 1795 2975 3360 3610 2565 2895 3110 5'� 74 5'11 121% 2% Max 2616d 12-16d 2695 3870 43 65 469 x 18 HHUS5.50/10 5+% g 3 — 5 3330 3760 4045 19,L12,F8 3G-16 I 10-16d 3735 5635 6380 6880 4835 5480 5910 HUCQ612-SDS 5% ' 11 3 — 14-SDS''/704'16 SD1 2520 5315 5315 HGU55.50/14 5315 3825 3825 3825 19,F23 12 5'r4 12' 4 — 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 HU410 2/ 7'!u 9% 2'/z Min I 1416d 6-16d 1345 2085 2350 2530 1795 2025 2180 W w 7x HUG410-2 14 7'/e 9'r6 2'r4 Max 18-16d 8=16d/. 19,L72,F8 s z 9'�"g'� HHUS7.25/10 , 1795 2680 3020 3250 2305 2605 2800 7 9 3a — 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 z CL ri j HGUS7.25/10 12 7% 8% 4 — 46-16d 16-16d 4095 9100 9100 9100 7825 7825. 7825 19,F23 F 2 HU412-2/ T/a 11'/ 234 Min 16-16d. 6-16d 1345 2380 2685 2890 2050 2315 2490 f 7x HUC412-2 14 7+/ 11% 2% Max 22-16d 8-16d 1795 3275 3695 3970 2820 3180 3425 19,L72,FB 8 11'/,-11% HHUS7.25/10 7'/, 9 3�;a — W 3016d 10-i6d 3735 5635 6380 6880 4835 5480 5910 o U.HGUS7.25/12 12 7'/, 10/ 4 — 56i6d 2Q 16d 5045 9600 9600 9600 8255 8255 8P55 19,F23 °a o HU414-2/ 711 '� 13% 2'% Min 2016d 8-16d 1795 2975 3360 3610 2565 2895 3110 zCC HUC414-2 14 7'/s 13'/e 2'/z Max 2616d " 7 x 14 12-16d 2695 3870 4365 4695 3330 3760 4045 19,L12,F8 m o HHUS7.25/10 7'/ 9 3Ms — 30-16d `y a 10-16d 3735 5635 6380 6880 4835 5480 5910 -m � HGUS7.25/14 12 7'/, IN 4 — 66-16d 22-16d 5515 10100 1U100 10100 8685 8685 8685 I9,F23 = to HU414-2/ 7% 13% 2% Min 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 e N 7 x 16 I HUG414-2 14 TrG 13'/e 234 Max 2616d 0 0 HHUS7.25/10 7% 9 334e — 12-16d 2695 387D 4365 4695 3330 3760 4045 19,L12,F8 N N 3016d 10-16d 3735 5635 6380 6880 4835 5480 5910 U HGUS7.25/14 12 i/_ 13% 4 — 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 19,F23 HUG414- 7% 13r� 2% Min 2016d 8-16d 1795 2975 3360 361D 2565 2895 3110 7 x 18 HUC414-2 14 7+/, 13'/. 2'fe Max 2616d 12-16d 2695 3870 4365 4695 3330 3760 4045 19,L12,F8 j !•HHUS7.25/10 7% 9 3% — 30-16d 1016d ;HGUS7.25/14 12 T 3735 5635 6380 6880 4835 5480 5910 • � /, 12'/s 4 66-16d 5515 10i00 10100 10100 8685 8685 8685 19,F23 7x14 to 30 for additional hangers see HGU/HHGU on page 107. See footnotes on page 105. 0 MINIMUM GRADE OF LUMBER c : UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1x4 "r-BRACE, sor Top Chord 2x4 SYP #Z SPP 1/#Z or bolter LENGTr1 OF WEB, VALLEY WED. SAME SPECIES AND GRADE OR BETTER•ATTACHED Bull Chord 2x3(4) OR 20 SP #2N OR SPF #1/#2 or better EQUAWITH LLY SPAC�,O FON Y Rf1CAL VALLEY WEBS GREATER THAN 7u9'- B�CINO, WobE 2x4 SYP #3 or butter MAXIMUMVALLEY VERTICAL HEIGHT MAY NOT EXCEED Ve—D', (+)•20 MAY BE RIPPED FROM A 20. (PROHED OR SQUARE) TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WItHi �R0 E' ATTACHED, RATED SHEATHINO APPLIED PRIOR TO VALLEY TRUSS (•") A77ACH EACH VALLEY TO EVERY SUPPORTING TRUSS•WRHI rMS AU.410N CIA (2) 18d BOX (a.130'x 3,9"1 MILS SCE—NAILED FOR PUrRUNS AT 29 CO. OR AS OTAERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN FBC 2001. ASCE 7-10 -t."tP—MPH*IND, OR --Aar— MEAN HEIGHT. ENCLOSED BUILDING. ENGINEERS'BY ALLEY TRUSSES SEALED•DESID IN LIEU OF PURLIN SPACING AS SPECIFIED ON EXP. 0. RESIOENGAL,WIND TO OL-3 PSF. CUT FROM 2xB OR (,,#)NOTE•T1WTH.TNr PURLIN SPACING FOR BRACING THE TOP CHORD OF THE TRUSS LAROER AS REQUIRED bCNEATH THE VALLEY 19 MEASUR€D ALONG THE SLOPE OF THE TOP CHORD. (40) LARDER SPANS IMI BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES q'—O" Max NOT EXCEED 12-01. BOTTOM CHORD MAY 0E SQUARE OR PLTCHED CUT AS SHOWN. 9 • VALLEY wM NYx+ fj 8'-0" Max UARE CUT 4x4 TTOM CHORD wxx wsx SQUARE CL VAS C Wix W1x0 OPTIONAL: STUB OPTIONAL HIP Wsx w1x3 244 9 �tlol END VERTICAL • JOINT DETAIL WIx3 WI93 16'-••0" Max x4 O(IMI 40 q rR JS 3ES A ' " QC. w1x� V S lxs 6'-0"Max Spacing Al. Q W7x4 .WIF3 waxy w1x3 W1x4 -ZI FZPLAN. IAL FRAMING 20'--0" Max SUPPORTING'TRUSSES AT 24" O.C. MAXIMUN SPACING, W cl Ir t--1 t r--► g Erection bracing Is not the responslWVly of buss designer,plot*manufacturer TO LL Load PSF ndr two lobrlwlo4 pets* arecling INssae am oautlaned to seek professional SOUTHERN adllee _gard(ng erection bracing eh►ch Is always required to prevent loppUng 7C DL 10' 15 PSF' �p+t� Fort Pierce Dlvislarl Ind domino!nq during encltorC dnd ppermanent bracing whkh may be required In 6C DL 10 10 PSF TRUSS USS 2510 N�{ KiR�12)4'094'—+ kit way, apeeHb applikallmn.Sea 6CSI—BI 511mmory.shael Commontary and recommsn- 80 LL 00 00 PSF Fort Plerea, for hondUng,h ilolong A bracing metal plain connected flood I!ussQ TOTAL LOAD 40 45 PSF Qi[91V�Ip,{q,p1 TES (Bao)a37 jg1B0 Trusses ore to be rreclsd and laslfned In las(ened In a slrolghl and plumb poslltFax.(772)3DotB where no sheollnyy Is app Iiod dhcly to the lop chords,they shall be braced as p(gy,L• T1CIq{ 1.25 1.25 specified on the Truss design,Trusses shop be handle elih feesonoWa care during 1recVon to I da SPACING AT 24" O.C, ACS1— 7-10 "—MPH WIND •SPEED 2 MEAN HEIGHT ENCLf7SED I='- f - d — --- — - -- -- 1 L 0 E B CE 2 RACE Zx0 E 2 04 BRACE' BmCing Group 5 BalBs and Grades t Goble : ca Braes races Group A Group B Group A Group 0 Group A Group B Group A Group B Group A Group B 02VE A .N own logo rD SPF 1 2 B-0' B-11" 7-1 B-3' B_r.g• 10-1 11-2 12^71" 13-3 g U, �- SND Eh1—Fl J 3-3" 4-11 4-11" 0—e a'—a. a-3' B -3' 10-1" 10—1" 12-11' 12—11" 1 2 STANDARD 2 C. c? HF yND s-3 h-11 4-11" B-B 6-B B-J" B-3 D-D 1D-0 12-11• 1z'-11• 3 911J0 J STANDARD ,J O srANDANO s-3 4—�. 4—z' B—e" B—B 7-B' —®' a—e a—e t 1—e 0000LA9 F1R—LARCH SO ERN PINE 0'-11" 7'-5" 0'-3' 0'-11" 10-10' 11'-g" 12-11" 13'-1 1' 3 g. B-11' 7'-B' 8'-3, B"-11' 1 D'-1 o- 13'-11' STUD SPUD O + S P, , ,_B 0-0' B-0' 0-0" 0-B" B-J' B-B D_¢• 1 D-4" 12--I I' 1W-7 STANDARD . STANDMD N DFL o s-0• B_0• 0-0- a-7^ -7• B,_3• B_B• t0_s" tr-I lz- 0 t • 9TANDAN J_¢ 4-3 4-3 5-8 ' 0-8 7-0" 7-B B-10' 8-1 G' 12-0 1 3- 0 0-e a-10• 7-11 B-1 B-B2 a' 14-0" 1' SPF 3 3-B B-G B-a -11" .7-11' B—eB-0 14-0 1VHF y�O J-D B-0' " 7-11' 7-11" B-0' B-8 1Z-4" 14-0' 1+- " r 1 A UD s-O 0-2' B-Z" 0-10" a-•10 8-Z" 9-Z" 0-7 10-7' 14-0" 14-0' t de Blr 7-2• 7-11 B-a' -o' DO 0 -NCH a •(] B a -Z" a-a' 7-2' 7-11" 0-8' B-8' 10-2' 12-B' 3-B' 14-D' 14'-D" 0 'to S P 3 _0 a-2' a-2' 7r-11• 0-2' 6-B' a-11• 12-0 12-B" 14-0• 14'-D'• 1 1 (� r Q FL DARD J'V -3' B'-11' -jr-11" B-4- BB 4' I 10z 10" 14-D' 14'-0' z 2 1 Z 4.-3 7--4' 7'-7• 0-B" B-11" 10-0' 1 D-B' 14-0" 14-O" Ce4BL.E TRUSS VETAIL NO= 3 4_2' B-11 0-11 0-8 0-D 10-B' 10-B• 13-B 4-0" 14-D'SPF sn,o }_za-t t a-71 B-B B-B' 10-8' 10-B' 1 J-B' 14-D" 14-0" LNE LOAo Ol>I ECTION CRrTEFiUI IS t,/Z4D.HF SiANDMO 4-Z 0-1 8-11 - 0 7-ta t0-s 10-a to-3• tk-0" +`0" PROVIDE'UPLIFT CONN OHS Ft tas PIP OVER 7-11 0-8 8-B 10-8 11-Z 14-0 14-0• 1 h-0'Z ¢_77_¢ 7- B-B" B-8' 10-8' 1-2' 14-0 14_D: 14 0: CONiINUOUs BFARINO. B PSF Tc DEAD WAD). O P 3 4-¢• _2- -2• a-a• a-2" 10'-B' 10-11' - 4-D' _ GABLE END SUPPORj3 LOAD FROM h'-D' DFL D 4 1 " _ 0 g• p_g 110-0 1 -0' 12-a' 14-D• 14 d" PLY�WDDo�WB ERHANo-G• �No,D% 14" A H EACH 'k BRACE WrrH 10d NAnS. FOR (1) L' BRACE, 9PACE NA313 AT 2" OC. cable I it)1BFOR 2) 0'L BRACE51 SPACE NABS AT EIWEEN 3 o0, Truoe I ia" EN .ZONES AND 0" OC, BETWEEN ZONES. t M MEMBER LENGTH. MUST ST BE A MINIMUM OF 609 (IF WEB uo 1 bµpl��oIL1 k$ Wq iaF 'pN00L'L F a! 0 owl mart aw! s cue CAL DT07 P TE yER11 No 8P o DUI,LgtarN 1B 14'. 2(4 8 2N DFL _ 1 () LE55 4-0 1u4 OR 2x3 8PF 1 2 bR B OREATER tWW�h-0", BUT 2x¢ auo BRACE L• LESS TWW 11-0" �MOLE aR pOUOLE CUr AS eHaNM o UPPEII ENO. e L ) a4 6 GREATER N 11-® 2.ax+ _ PFAx SPLICE AND HEEL PLATES, 0 R ---- --- DNODPUU.ATE MI�OPm DF v®Tr1MAL REFER l O CHART ABOVE FOR MAX OABLE VERTICAL LENM Erection brocfng la not the rssponelbhity of truss deelgosr,Plato msnufacturor nor truss fabdcola4 persona orocllgg trusses cre eauftad la such professional S O U T H E R I1$ odvke ragardingg erection broahry alllah b alaoye requlrad to Prevent loppgng and dominoing during eroallon;and pmrwnenL bracing which may be required in Fort P l e rce Division spacillo applootlons.Sol'0*41 lammory.wheel Cummonlary and reem(tmen- TR U SS 2580 N. kinga HI hway, MGM for handMg,indamrlg&bracing metal pule connected nood iruwa (i Q Ma%IMUn Total Load 60 PSF Fart Pierce, FL �4es1 Troprg are to be erected end faaloned h1 iadtmsd 1n a droighl and pplumb podtion COMPANIES (Bao)232-0809 (772)454-4100 where no eho beo le qpp tied dirsatV to the top chords,they shell bo broced Be SPACING AT 24' O.C. enr�� •,,�i"anw",,,, Fox:(772)31B—OD78 epecHied on Iha buw daelgn.TNeees allag be handle with reasanablD cars Wag , etacgDn la nl d a p � C:;i9 Pig191 b MINIMUM GRADE OF LUMBER SPANS UP* TO Top Chard 2x4 SYP 02 or better JOINT Boll Chord 2x4 SYP 12, or better TYPE Webs 2x4 SYP #3 or batter WEB BRACING CHART 30' 34' 38' S2' WEB LENGTH REQUIRED BRACING A 2x4 2.5x4 2.5x4 3x5 REFER TO SEALED DESIGN FOR DASHED PLATES SPACE PIGGYBACK VERTICALS AT 4' CC MAX. 0' TO 7'9" NO BRACING TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SD THAT ONE SPLICE 1x4 "T" BRACE. SAME GRADE, SPECIES AS WEB B 4x6 5x6 5x6 5x6 IS NOT DIRECTLY OVER ANOTHER. 7 9 TO 10 MEMBER, OR BETTER AND BOX LENGTH OF WEB . ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK MEMBER. ATTACH WITH Bd NAILS AT-4" O/C. G 1.50 1.5x4 1.5x4 1.5x4. IS SCUD LUMBER OR THE BaMMI CHORD IS OMITTED. PURLINS 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. 10' TO 14' MEMBER, OR BETTER AND 80% LENGTH OF WEB D 5x4 5x5 5x5 5x6 REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. MEMBER. ATTACH WITH 16d NAILS AT 4" O/C. THIS,,__DETTAL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: MPH WIND. 30' MEAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN ROOF, 1 MI. FROM COAST CAT 1, EXP C, WIND TO DL-S PSF, WIND Be OLm PSF 140 MPH WIND. 30' MEAN HOT. 6�•OgV2010 ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF WIND TC DL-5 PSF, WIND BC DLm5 PSF. FRONT FACE (X•) MAY BE OFFSET FROM BACK FACE 2' Typical B PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. I I • I I, �e C B B OPTIONAL SPLICE B I D—SPLICE i Eml %%% D C r--i�r--i17� 9 I I 9 - C JPF �r I I T9 C `I II %` B C. ` C—TYPICAL I I tir i ti B C t A 12 MAX I �c ATTACH PIGGYBACK WITH 6"xBx1/2" COX PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES 0 '4'—O" O.C. MAX. T try Erection bracing Is not The iesponsibmly of trues designer,plate manufacturer. Maximun Loading nor Iruss fabricator,persons irecling trusses are cautioned to seek professional 55 sf at 1.33 'Duration Factor S® 'HERn! advice regarding erection bracing which Is always required to prevent lopplmg P n Fort Pierce Division and dominoing during erection;and permanent bracing which may be required in 50psf at 1.25 Duration Factor TRUSS 2590 N. Kings Htghwoy, specific appfrcaliane See'SCSI—Bl Summary sheet Commentary and recommen— tllE Fart Plarce, FL 349s1 Zia"'for handfmg,installing&bracing metal plate connected wood lraese�01). 47psf at 1.15 Duration Factor COMPAmIES (000)232-0509 (772)464-4160 Trusses are to be crecled and fastened in fastened in a straight and plumb pomlkn n�My/..,...m..,.i......, Fax;(772)31B-0016 whore no aheoting Is oPpGed dbea6y to the lop chords.they shall be braced as specified on the Imes design.Trusses Aull be handle with reasonable care during SPACING AT 24" O.C. ,"rnnn In—a[,4nmm, i I ' SCAB-BRACE-DETAIL ST-SCAB-BRACE �I I Note:Scab-Bracing to be used when continuous lateral bracing at midpoint(or T-Brace)is impractical. Scab must cover full length of web+J-;6". ***THIS DETAIL IS NOT.APLICABLE WHEN BRACING IS *** REQIIIREDAT•113•POINTS OR I-BRACE I.S•SPECIFIED.- 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 I SPECIES(OR BETTER)AS THE WEB. MAXIMUM WEB AXIAL FORCE=2500 Ibs MAXIMUM WEB LENGTH=.12'-U' SCAB BRACE 2x4 MINIMUM WEB-SIZE- MINIMUM WEB GRADE OF#3 i i Nails / 5ection Detail i Scab-Brace Web Web Scab-Brace must be same species grade(or better) as web member. i I I , I I . i T-BRACE/ I-BRACE DETAIL i Note:T-Bracing/I-Bracing to be used when continuous lateral bracing is impractical.T-Brace/]-Brace must cover 90%of web length. Note:This detail NOT to be used to ccfivert T-Brace/I-Brace webs to continuous lateral braced webs. Nailing Pattem Brace Size Brace size Nail Size. Nail Spacing for One-Ply Truss 1 x4 or 1 x6 10d 8"o.c. 2x4 or 2x6 or 2x8 16d 8"o c Specified Continuous i Rows of Lateral Bracing Note:Nail along entire length-of 3-Brace/I-Brace. Web Size' 1 2- (On Two-Ply's.Nail to Both Plies) . . ' 2x3•or 2x4 ix4(*)T-Brace•1x4(*)I-Brace 2x6 1 x6(*)T-Brace 2x6 I-Brace 2x8 I2x8 T-Brace .2x8 I-Brace altemate position Nails Brace Size for Two-Ply Truss ;;Jr` Specified Continuous r \ Rows of Lateral Bracing SPACING Web Size 1 2 2x3 or 2x4 12x4 T-Brace 2x4 I-Brace WEB %;} } 2x6 2x6 T-Brace 2x6I-Brace �k 2x8 2x8 T-Brace 2x8I-Brace : } �- T-BRACE �% Nail / Section Detail T-Brace \ Web altema lie position Nai T-Brace/I-Brace must be same species and grade(or better)as web member. (*)NOTE:If SP webs are used in the truss3'1x4 or 1x6 SP braces must be stress eb I-Brace 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-Brace Na'Is For SP truss lumber grades up to#1 with 1X_bracing material,use IND 55 for T-Brace/I Brace. L-BRACE DETAIL i I I I • Nailing Pattern , Note:L-Bracing to be used when continuous L- lace size Nail Size . Nail Spacing lateral bracing is impractical.L-brace {ix4 or 6 10d 8`-o.c. must cover 90.%of web length. 2x4,6,or 8 16d 8"D.C. Note:Nail along entire length of L-Brace. .' L-Brace Size (On Two-Ply's Nail to Both Plies): for One-Ply Truss I Specified Continuous Rows of Lateral Bracing Web Size 1 2 Nails 1 2x3 or 2x4 1x4 2x6 1 x6 *** `1 2x8 2x8 **' —DIRECT SUBSTITUTION NOTAPLICABLE. j, SPACING i Jr WE } L-Brace Size —A for Two-Ply Truss L-BRACE Specified Continuous Rows of Lateral Bracing I Web Size 1 ,2 2x3 or 2x4 2x4 *** 2x6 2x6 *** 2x8 W DIRECT SUBSTITUTION NOT APLICABLE ails / Section Detail e L-Brace Web L-B 'I ce must be same species grade(or better)as web member.- Southern Truss Companies,Inc. Muss: Al ProjectNne: 1452-B SOUTHERN 2590N-king;Hig�way TrtmD,!e •ipxr. dhc c(n,p«xru 'I ImoQs7M TRUSS FLr1 Herce,Fl 34951 Dale: 611)2018 1030:17AM Tru COMPANIES1 (800)232-0509 (772)464-4160 (772)318-0016 Fax Page. 1 of 1 Nbsictr 2017..1[Bw7d 2j MatrrW Da 1 Selsint 15b5 Span Pitch Qty OHL 014R CA1v7'1_ CANLR PLIES Spacag WGJVpLY 42-M 5/12 1 0{W ( 0 1.00 1-" 1 24m 20211,5 42-" s 10-1s 6-8-3 i 7-4-14 _ _ 7-4-14 s a 4 F 61 5 6-10-15 13-7-2 21-" 26-0-14 35-1-1 42-0-0 i 5x6- 5 q 1 � 12 2 5� -15 3x4/ 3x4\ 4 6 3x51 3x5\ 3 7 m 1x4\ 1x4/ 8 4 2)I101 2x10 I 5x5- I 5x5- 1 1 9 T15 14 13 12 11 10 3x4- 4x4- 3x4- 3x4- 4x4- 3x4- 0 0-0 0-0-0 1 8-2-6 7-10-6 7-10-6 7-10-6 i 9-M 17-0-13 24-11-3 32-9-10 42 Loading General I CSI Summary Deflection L/ (Ioc) Allowed Lmd BLtc.&: FBC20171 TC: 037(5-6) 1hcx Obi, Ln69 (12-13) L/180 TQL: 20 TPr I-2014 BC: 035(1412) VAL• 026i, L/999 (1113) 1.1240 TCCL: 7 PpMbrinamse: V-c Vffi: 0.74(5.12) tk.CR 0.17 i, 9 BCLL: 0 1]OL: 125% GrdpFhmyKa=2D BCDL: 10 Flae0lrxsprtJ(,•.): (1.4I2,1-9A) (2DOy13,43) (UW,1-1(,22) (4DO 13A) (50Q1-13A) (6043-13)U) (7611,1-IQ121 (s0-0;13,43) (9:41249A) IOD-0330.1 (I IA424)Al (120QW.) (130ID3-M) (14002-W) (150-03-M) i Reaction 'II ry Jr TW k&RCm,ho B2VBh Maeni Rod&xWAh M Rea M.0 LW M=WndLW M.<Lw Maxrbic 1 ph(V I) I Si, C—Masmy 3Wi, Ib41 Ns - -mt, -6%h -12S hs 9 HM(W I sn ConomM—y Mi, Ibtl h; - 1981s 16S 1s 01s Material S munalry Bracing Summary TC SP(. 2013)422A Tca-69 5.,MdarRaiKal2a-0,11e5,h nb,/Odaz BC Sp( M 3)SS34 aopx acmcig 3.s1..0arBc6Ka,=1IAP. *d by0f- 11-14 SP( 2013)0.220 VAbs SP(.AL W1214320 Loads S ry I)Thsmhasbm, fantrNr�durro l0(iltnbrrid,ndFch'dpisdodlxx6 2)Th'stuslosha ` fafxdfmsafWndlnd;namxdaim.+�4�t7-IoMrolx.:igurdd•d'nM 16on5huli,ur,Expna C.rWYF�i�.+1,CnbLirPBuili,gGW.�'n(i=IDO),O+ealBtlB 17in5400x4733Ah ISryNaEnd2aeTn�httla adw&arob�OdrlbO,OCZoneWdh4fr 3)M'nt,om Mmg® �6adn d,i� .=, —i,1BCTa6k1607.11.s-b iappEd Member F rm Summ�ry Tab>id atsMenMlgmaxC9,mu aelfo�(n axm,yr.ro reGddfenarmmrtnxexhlro sj TC I2 0.742 -3,625 to 45 om -2(27 hs 6-8 0.791 -3,4bR 24 0.791 -3.4066s 5L 030 -2627 Ns 8.9 0.742 -3,5bU BC 900 i) 0.474 3p31s (-1a93 ta) 1113 0.754 1y26m (-7661,$) 15-1 0474 3,293 hs (4091x) 10-12. OS51 2b461s (-L198ns) 13-15 0251 2"b6 0.1971s) V46s 2-13 0.135 -4091s S13 0737 ns is (-3VW) 6-10 0" 6351r (-281 h;) 445, 0306 635 Ns (-251 hs)5-12 Q737 H35 is (-3.q2Is) SIO 0.133 A08b, \ 11 NOfm 413 0b70 -7131s 612 0b70 -718 b: \\\(\}\Q\�\�>,t / 1)TF$&bj,'stnxd asr E7-10do—dbyft24 de7Fkrda Bu1fngCn �` V,� \4�1GENC�S 3)1hrO(e,dHn acMonala,dhor¢amld,fhvsd,reuFekadplsEimuyanryawofd•Rnundirnbadlv4o*nprmlaslb111-+(Fc-I),nr�Ll.i,aorn4nexi,R.4/IP(I. \ / s)Agiarryaxew�u#-;Cq=IDO,hasMna(Sddoiq,k,ehtralnsi®nml�Tvel,sacyuifidlyheTruxMnmduamrpaAh9RR 1-2AN.Soix,242 PE 05 a)L,du:d ya6 I mmmMwF,LSaytinc g 1 � 1 ST OF , OWA��E�G�� i Q ,I�n�A�yorn; snitct.�alurKeni�ti anxTnnrue:d�;tat.n t�md4a,o;� admrva„msa1•kr�aM.r.r�andnssv�an w m�ama.np orNoi,r.m6,,araeN kBnarng BrianM.Blcaldy 1 DspicA�lmn's�n igiidot-augrana>dlrofairnalareresi�reQe.si+7y:ok}�'fat.nnxoxr�nmdugn iounSsh:m,•cpugraMix"Imr:nrnl�ron&ema„R7,eC'paxroreacnxninro,rcunnea,uwrp`a�ieebe sn,a&gp7cQ�1 msndauauibySin $mgTii•Gmpevry,Irc:,aomdaria:wtl,ESR-2762.AIaxnnrrphaare�p,rg�unLw/�gcfidpUvmeafo6r+eilya-418'whii,Fda�an lSFe,�•pLga4l13,w1idi i.T®nahghuci•,Isputcpbe 7590NKn¢;F1d�R Fl34951 I y Southern Truss Companies,Inc. Truss: A2 771 2590 N.kingsq_Wi vay Tn�Dc�1� 1sDUTF1EAN wnTM TRUSS Fat Pierce,Fl 34951 Date: 6112018 10 0:17AM di- CaiWxtrdCOMPAN IES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1011 �i00: Ald2] Material Dd Hermon lw Span Pitch Qly 011L OHR CANrL CAWR PUPS Spacing WGr/PLY 42-0-0 I 5/l2 2 040 000 1-0-0 1-" 1 24 in 20011n 424)-0 6-10-15 6S3 + 50.104 I3-0-0 I 6-10-15 6-10-15 28414 i 35-1-1 42-" 5x6 HS 18/ 5x6 HS 18\ 5 6 12 12 1� 5F— --�5 3x4/ 3x4\ 4 7 45/ 4x5\ 3 8 -m 1x4\ lx4/ 05 9 ,III ,t 2x 01 Zoo I 0I 1 S1 - 5x - 0 1 i 10 T I 16 15 14 13 12 11 to 3x4- 4x4- 3x4- 3x4- 4x4- 3x4- I � 0-" 0-" 1 8.2� 7-10-6 7-10-6 7-10-6 8-2-6 1 8-2.8 17-0-13 24-11-3 32-9-10 41-0-0 2 Loading General CAI sumimary Deflection L/ (loc) Allowed Load (A BBgco&: FBC20171 TC: OSS(45) MICiL• 039h L/781 (13-14) L/180. TCIL: 20 TPI 1.2014 BC: 085(11-13) %MU-. 025h L7999 (13.14) L240 TQL: I,7 T4pMbrl : Vs Wb Ob7(414) H.ipL 0.17n 10 BCLL: il0 noL: 125% C pFa--,K-20 BM: 10 Ibe00'�(h¢X,Y/lrgk (It0.12,1-9A) (lAQtl3,48) (30-I2,1-144) (4A0,3-13)2) (50.3,24C.14) (70034312) (8A-12,1-14;a) 'I (9A4)31a481 104121-9A1 I10434t0. (12402-0A.) (13f103.8A) (140.OM) (150 O-OA.) (161)3 .) Reaction Sihmnary Jr T,,, 1II&xCa bo &xMdh Matsel RgdBnal3Bh M.R— Ma C—up6fi M-V"Lw Maxtw M.R ii I PG(Wm 1 I Sn Cu M—y 300n lj6lM - -698 bs -6%bs -1196s 10 mt l(w t S:t G—M—y 3AO:t I619M - -M bs -M bs 01. Material Siry Bracing Summary TC S'( 2013)922x4 TC&amg 9.s44.-t5d7D017 BC S'( 3D 3)SS2t4 eugx BCBrsft ShmhB.FA W4-10QBr.&t plyo- 12-15 S'( 2013)l.22x4 Wu S'( 2012)ON4 Loads Su I)Th'snshastmt '' f rye�du:n lOp�Ybotxndvdfietndptsdsdlnd; 2)Tlunb(473fkb 54NXxxlf Tn.%lve&namdarmd/.�-7-1,60,Crf—%Vdu.rddml:pt 1/ArryhWimE•;EtpnaoeSB�p Ftdt O,bl xp,BoaLgc'wegnynp=tAOJ,aale8s . rSm40flx4)331(h=�IS$TbtEd7meTner.x-ticedwd axealediXL=IfA,OC7�a+elVdh4fr 3)M'nimm�svagm¢kad.Q;naaudarmWiiBC'fabk1607.1 hasnahm�eppEed Member Form Summary TabeidassMeMv)RmaxCS,maxaxwlro�(ma�.nx.ro�ldere�n6.nmaxaablr� TC 1.2 0.754 -3$SZU 5-6 0 5674 -2,113 bs 9-10 0.754 -3573 1n 2-4 0.76S -3552 it6-7 0848 -2,S70Lc 4.5 I am -2570bs 7-9 0763 •334 hs BC - 0 32 !s (-)2 ) 11 9M (8c) 161 0474 3246ht (•I433 a) 3 I 29111I 251 - QN1 4-6 0251 iS90m -11626s1 RBc 2-16 0137 4fsbs 5-14 0345 7776s (•35M) 7-11 OM6426s (2M 1a) 4.41 4 0671 -707 ba (-�N) 77--13 0� 770 (•3576s)9-11 0137 -4156a \\\\� Notes �\\ Q?�'�\GENS`(�� I)76-s •b.9d B7-IOas�f--Ityt.2a7Fbidi Wkfn c k \ / 2)\MQtandFtnn:irwual.udhuicmalddhtianduebfvebadpbsteaupmmpxaeof6lhiniArodsdlnd,ornpudasl]lIll-iO:o-I)<IIfl ll:tnaonWnna%1�.4h9/11'fL U 3) 5y—lq-IDO,kssbmepp&infrplaeb�Ir innoais�nva4sasguifidLryt�eTnncMand'aamcpaMNRFT I-2D025mm 24� FE 051 � s)L�In:mup 'snasa4mr.41Hrxso�Htxa:,� 1 — !�O` OF 747nCE/m1U'orh'edo slol6efiwAt�oleatmnam.vrlheh nofhi::d::ruletm:6lsa�ilmd.�tsvi+aM.sprinraa.apr4dlp•f,cTnesMe�ufaaaaednitgrmMmva�aNmmpkvusoffrnfimximwfaAba•fe&tiSrR Brian MBlealdy 2yiicAsslmh-sdawrgid'aaa�mfpnfacnaleq,'rmigrei*mbi!'a,lt�•ror4,n,camnymeud n,+.,wn:a.+emww ^dbz'le¢txanridmmimscrnaalxs-pagerorawi,nlhrmr�arcv.,11¢...mrpb�dnrbe S-W&A#76D ma �ysny�nyn�r�.npu,lrc�aa aa�,utst-276z.aaa.oxo<x:area7gau ��4r�lpb �firo�d6a=1s"w downls�u,phc«ce1,r,ba:aoaan�lnls� c 2590xluscs)rehFi p}t951 Souern Truss Companies,Ine- TLuss: A3 1-3 ` th 2590 N.king;N1g1\lray Pr ..141552 3 SOUTHEANhi C(xnpooua Wution'- TRUSS Fort Pierce,F1 34951 Date: 6/12018 1030:18AM T u COMP4NiES (800)232-0509 (772)464-4160 (772)318-0016 Fax Pa2p: I of 1 Vbmion 2017:.1[Build 21 [ Material M verson: 1565 Span Pitch Qy OHL OHR CANE L CAM'R PLIES Spacing WGT/PLY 42-IM 5!12 2 0.0-0 0 W 100 10(I 1 24 in 207 Pb i d 42-0-0 _ it 5-10.0 5.3-5 11 + 7-0-0 6.4-11 5.3- 5-10.0 5-10-0 24-M 30.10-11 312% 42-0-0 5x6\ 6x6- 5 6 12 12 5F— �5 3x4/ 3x4\ 3x5/ 4 7 3x5\ 9 3 8 A 1x4\ 1x4/ 9 .q 2x I al 2x10 �j 5x5- 5x5- 1 1 10 T16 15 14 13 12 11 3x4- 4x4- 3x7- 3x4- 4x4- 3x4- r 1 7-9-0 8.9-0 7-0-0 8-9-0 7-9-0 1 8-9-0 17.8-0 24-0-0 33-3-0 41-0-0 2 Loading General CSI Summmry Deflection L/ (loc.) Allowed L.d Coo) 114cade: FBC2017/ TC: 0.76(4-5) \6tQt' 059n L/737 (II-12) L/180 TCLL: 20 7P11-2014 BC: 099(14-I6) \&tLL - 025e L/999 (13-14) L/240 TOOL: 7 RgiMbrlmna:: 1-es \Vb: 029(7-13) H=Ck also 10 BC(.L: 0 DOL: 125% cmpFm;W=20 9C1L: 10 Pet0lfsa(Jmx k (1-0-12,1-9A) (20-0,'i1336) (30.11,1-10A) (4b0,41322) (3 341,7M) (6:1-12,38f2) (7D-0y13,72) (sM11,140A) (9D-03-1336. (10F121-9D1 (I10038D) (12D02-0D1 (13D-03-80.1 (I4:1-1738LL1 (1=1.001 (16D033A. Reaction S' wary Jf Tpc Cambo agvkh Marcel gqdBmw±h MaxRma M.C— Max1\M M-1701ft MaxHx¢ I ph(uhll I Se Ca M—" 3DOe 1,591u - -698W fi98W 107hs 10 HRoll(W4 I .se Cm Maexay 3D0'n 1,591W - -Mbs .6%bs 0W Material S ry Bracing Summary TC SP( 2013)922x4 TCB-bg 9ied da%fta 2-7-0,A f da�by0h- BC SP(. 2013)S52x4 aopc BC&aur- 9-M.Puf x4,W aafiidi,n6y0Fns 12-15 SP( 2013)Q2x4 - Wet, SP( 2012)02x4 Loads Sum nary i)7h'sma�tasban � forfeETasdtro lOpaibofixndxxd FeetmdpScdmdead; 2)Thcauahssbai '� taledfmsorw:d Wd;naoada .Ix49CE7-IOwfNhfobwFgu�rddmedifu[160mphutirer,Egm veC,FJyEniw�Cabkfip, C3xgrxyR(1=IDO�Oaaa0B8g . D..400x4733%h-l.5$14yEMZaeT�,1S>ha-mdwd��b.iD01P160,CCZ—Wdh4iL 3)Midma gea' &mi,..r&-4TBCTabk1607.11.s—banappkd Member Fo ce,4 Summary Tab e&arsMmntalQmax�,maxazalfgm(maxompcfa¢JdEram frmnmaxaxalrma� TC 1-2 05s6 -3558bs 5-6 0.758 -2,258 W 9-10 0596 -3559 W 24 0664 -3,1M W 6-7 0761 -2A W 4-5 0.761 .2468W 7-9 O664 -3303hs BC 10.11 !I 0509 3,241 W (-I,R9 W) 13-14 Os10 2X W (-fp32 W) 161 0508 3,2411. (-1,730 W) II-13 0379 7 60W (-144(1bs) 14-16 OSs6 760bs (-1.439W) VAN 2-16 0.124 -352 W 5-14 0231 534 bs (-kIS W) 1-13 0291 -]Si bs ,f 414 0-190 02-0 1 7553 f (-136 W)613 OOJ32 5851 262 Wa (4844 WW>9-11 41123 -�Wbs (-136 W) hates \�\N4; ; �,<GENS`��/i� I)ThRdngn'sbasd E7-IOacidemxadbytrD77FbridaB�3fngCnc� \ � j 2)\MCRaid HMCR.ieirvenNandirr¢mnldAesx&cbi�Wdptaficompsmpvunordtlminduebdredlnd,ampuedasLkFIIL+O:u-11xLbI Ri�amrdanm ATHI(Pf1. !—C Ulf E051 3)Aq.hymxmmlfamr, �a- — 6)L'sdwndupBl .�I ImsdonMWFRSOiytmdag � � STD OF `SIGNAL ECG \\\ I I I I 14:7I1�Am(yafd�s "Bmlhr nfi�nacastinaxnasx.Tnehnorni;:x6,Khelne�u(w�tmdaTuiri�amra)a:m, ay�6ltry•rermnManAanaxndrcccupnheaao:�qanlaxapaxront d.:hr«,mfmmra[�h�•hemafr�g Brian M.Bleakly "7 DsgaxA�lmh's�ax'.�iide�ampmnovrpnr®*ra1a4°emnR�' Y�i•firMncssmpomuda�n�nSsdxurvc(ngcanie�'lmpamm)nrrmeimScanall�"(x+G fnaM'uxulnranx�rcnAe,nvavrpN�cau1M 3ua&m.i17G(61 Jl mamda,awbysnp,oa r�ecmag�;lroea®rdann:ub�E9t-n6z.am�o�pbeare�gauggu,>�I�aapee�zaroa.�alya=lswnd,�xr�aQaals�agapb�o<sels^,und�ld�xxalr �a1s � Bn Yd�E'aPF�' 2590T(Masiish-.Fiffra:B34951 Southern Truss Companies,Inc. Truss: A4 t` 2590 N.kin lfi wa Proj7edName: 145243 . SOUTHERN y ThmDcsgwx2 rt 'I TRUSS Fort Pierce,F1 3495 1 Doe: N12018 J00:19AM T '1 COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 100 V.si(x3:2D17..1[Build 2] Ivfaterial Databa venii(n 1565 Span Pitcb Qty O14L OHR CAN L CANI'R RIES Spwing WGT.'PLY 4240 I 5/12 2 04M 40-0 w 140 1 24 in 2071bs 42-0-0 7.6-14 7-11-2 6-0.13 411-3 7-11-2 7-&14 7-6-14 156-0 21.6-13 26-fr0 3452 42-0-0 5x6 HS 18- 3x4- 5x8 HS 18\ 12 4 5 6 12 5� �5 3x4/ 3x4 3x4! 3 7 3x41 CP 8 .q 200 2x101 i 5X5- 5X5- 1 T16 15 14 13 12 11 10 1x4 4x4-3x4- 3x4- 3x7-4x4- 1x4I I i ill i 0-0-0 0.0-0 1 6-&14 ' 7 62-9 7-572 7.614 15-0 3 -01-04 2 S0.7-7 26-10-0 4 1 2 Loading General C&Sumrmry Deflection L/ (loc) Allowed road (ps>) B41gGM. FBC2017/ TC: 094(8-9) VAC, 066 LrM (1243) L/180 ' TC4I.: 20 TPI I-2014 DC: 097(I6.1) IMLL• 0386 L/999 (12-13) L240 Tom.: 7 I.Vmb lmeise: 1Ls 1wb: 035(&12) RX.M, mi, 9 8=: 0 IX]L: 12556 —2.0 DM: 10 Phe00%(J k 0-4- "I 0-4-2,1A9DAd ((2IODO , (7a (s13: } 1 (s1612 a0-142)t3$17920.))Reaction S summary .Tr Type III BO!Canbp BTWdJi MebiA R4d&a11i81 M.Rz M.2C-!Lw h4.yhwlw M.Lym Max Hartz I Pb(ml) I 86 Gm M—y 3106 1 ,%3 ft ffl8 he -Mbh 95 ha 9 )1"(m) I 8is Caxxr2Masxay NO, ,Wft - 403hs -Mi. Ohs Material S ry Bracing Summary TC 6P(. 3113)iQ2xa TC&aog 9.#We P f—a-34%fndspmby0ds BC sP( AI3)arD a BCBaog spa«Io Rac�aa9 0. M R� 8P( 2012)N32x4 Loads Su>z�nary 1)Ibi;—huabenddfa h.T tdp bIOWWd—dxxd4velxa*d dbads 2)Thi4axshashml forAedf�pfw:dhadsbasNas�¢u%N�k7-IOv]ilefpixviguardfrnl:qx¢I(Amphu}'nmgEqKweC,RsiyFiidaa>i,CatxF�,&d5g�tguyR0miD0�O.ea1B1� Dkm40f1x4733f(h-SftIxEdZ=Tnw,Nedwedudl=dkaDO PIM,CCZm Wdh4fL 3)Mbimsm�agea'-i h—dass 4bTBCTabb1607.11.nwhmsappW Member Fo Ce5 Summary TahbFd actMenbel0 maxB,mxaxelfomp(rtnwunp.fo�Eddfam fi mrtw ax6lfwa) TC 2I-2 I 09B -3,4%L1 4-5 OS76 -7,5091a 6S 0915 -2,692h -4 0907 -2693 bs 5-6 O222 -2371 b; 8.9 0338 -3.457ba BC 940 I Q971 33143 b, (,699ba) -13 0.711 2S18h (-IrHh) 1416 0951 3.142b, 06N 10-12 0.936 3-4 024 2384 b (42D bs W 0974 3,42h (396W,PBs 2.16 Q129 318 ha 413 QI52 373 bs (-152tc)6-12 02W MON (-245W 2-I4 0347 -876hs SI3 0.175 -191 bs &12 0348 -878hs 4-14 0.199 490U (-120hs)5-12 0.167 -383U 9.10 Q127 3146a Notes: 1\�� ply M 1)Th'ed.b,kbd GCE 7-10—f—adbyfe2o7FLida BpifegQ& A� / 2)\h CR-111 CR ie1,,, ardhai<malhl�sdeof.:chadP� P�^Pe�efd.#L�nduwded6xl�nRudasi}!I)La(Ku-I)xT1�1)]L'nanvdarm.+sR9/)PI I. �\ v/'410EIVS,(\�� 3)n�nrymmdfamryhv� I1phasbmsapp6dnfKp6ehvalnsia�suaY sas�cF�byfnT�MandmxvpaN9/fA 1-2702Smin242 \ / ` � 4)gpvidcW¢ryurdai�geopevaPond'g. Nil C A ®)^ mpaa ahbaln�a:e(alq ndaNaaauan(s)dmSn Rowsorcuemval+ndsFaeNCx��omNbia¢d,oeou�erra.TtBRncE Pur.iamn.�oanta.ddugwnlu»d�,9c PE 051 � 6)lmtuid�ys '�mMWFRSQilyb:Wiig 1 _ T OF- ONAL E.NG �\ �I11 11111�� wjnEEA vyeft ' nlhfian bfx:auimaxdamr.7hreq sorhe:divifirolnesamsMmd oi,;pant.ap;ene�spsFn)xfeTnaaMamdaanvam sn(,ttslnsmung andn.ryhb.�-nt'he:+r:n,,.•u fiats aseBuli' . D�pneAalmhsaax.''beme ao�+�orauf�le�:�g�w��r t.>av�mn�o�.a.da;gns=arp,�e i�e^1 � Brian M.Bleakly rtmsufanrd Sn T' In-namdanzwEsESR-2762.Nmmaa aarc20 � "d n4x"vminfirma6nSG.aarz113�^rygekraMibminimrwvnNanmr(dSn�luiM by fsn ccar9ei0l ph gauunLaf �idpheee'sfiJwslbya-1,C'uhCiid'mcanl3gigy-Igor'J`''IS'.ulidiiidemah'glsbeun184nurarhr 5"aF;at6n'I 25A1NI:.r�F4hR •R34951 Southern Trass Companies,Me- Thins: A5 . 2590 N.kin Ni 1Wd Wc� ed Vie: 1452-B SOUTHERN � " Y Tnn�D:swr fix J -muss Fort Pierce,F134951 D31c: 610018 Ma..19AM czmponcni UtimT1, COMI PANIes (800)232-0509 (772)464-4160 (772)318-0016 Fax Pam: 1 r>fl %bvm:2017.'.'.1 rBuild2] . h1e(erial Lhtd6o '!venio r 1565 Span Prtch Qry OHL OHR CWrL CANCR PLIES Spacing VXWTLY 42-H 5/12 2 No o 04M 14W 140 1 24 i11 201 lbs it 424)-0 - 1 6-6-14 6-11-2 7-6-0 7-6-0 --�_ 6-11-2 6E-14 1 6-0r14 13-" 21-M 28-6-0 35-5.2 42-0-0 5x6 HS 18- 1x4 1 5x6 HS 18- 12 3 4 5 12 1 5F— �5 3x4! 3x4 ° 6 6 Y 2101 200� l5x5- I 5x5- 1 7 T1 14 13 12 11 10 9 8 1x4 j 447 3x7- 3x4- 1x41 3x4- 4x4- 0-M 0-0-0 1 1. 4 6-7-2 7-10-0 7-10-0 6-7-2 5�i-14 1 6814 13-2-0 21-0-0 28-10-0 35-5.2. 41-0-0 2 Loading General CSI Summary Deflection L/ (loc) Allowed Inad BggCnde: FBC20171 TC: 085(34) V.CR: 0E7•b L/(91 (10-11) L/180 TCLL: 20 TN 1.2014 BC: 093(7.9) NhnLL- 031 n LIM 11 L240 TCrL: 7 PpMbrl—. Y. Rm: 0.75(2.13) HT/.CR 022n 7 LL: I 0 DOL: 125% ck pna Y-20 BC 10 FbxArfms( k (IA-I;IAA.) (2I-123-1;2) (30-1312J1) (40036J0) (541312pa (I -12,MA) (7:44ZI-W (844'+a.90) (9:1-1234tA) 10002-0A.1 (1100330) (120-02-0D.1 (13:1-123% (14003%,W) Reaction ry it T RvAffi M—bl RqdftVM6 M.R— M-r— M-WdLW M.rW M.Haz I Is,(1wq t sn Ca M—" 300n I54bs - -693 bs 489k 83b; 7 HRa1(MI) I 8n Cn Mawwy 300n 1S.54bs - A381s fi98hs Obs Material S znmary Bracing Summary TC SP( 2013)m2x4 TCBravg 9xakicnhatism2-7ART dsgnby0ks BC 8P( MU)QN4 BCBradg Sh tdmPwfn t})14),14Fdgnby0hs Wha 5P( 20I2)m2xs Loads S 1)T1f.-1asb- ' f�aSdueb l00bo dbrdhclbd*d dW& 2)Th''. �hnhmi forf�('msofwidbad;naoxdar�m�h49�7-IOt�kfo►xtigu ddmlipt 160�hW:rar,E�ptzaaeC,TiJyFni�aµCnbLifj>,Htding(besayll(I=ID0),0.eatBlk= Di.40fia4733fth;154N%EtdZ—Tn-,14.* e"w4...B,LDCL lfD,CCZ—Wdh4ft 3)M'nmcnaa� badignao,d--,AT9CTabk1607.1 h—b-apptd MemberFllrcesSummary Tbr:dM�nhrlgma.cs.�xax�r (�.�.np.ra�danrr�nmaxaxhlr� TC 1-2 0.763 -3;SM bs 34 0253 -2y371s 5b 0%il •29761u 2-3 0.331 •28761s 4-5 0853 -2937bs 6-7 0.763 k BC 7-8 0925 3,)90bs (-1,7651s)9-II 0903 %566bs (-1�40bs) 13.14 0913 3,190k (4.7641s) >;9 I� 0913 3.190bs -17M1.) 11-13 0903 2566bs (-1339Is 14-1 091-5 1190b, (-1,764 h0 Wbs 2-14 0.103 2S5h 3.11 0_306 590bs (-2761a)5-9 0193 475te (ohs) / 2-13 QT>4 -7251x; 41I Q279 4Q5 is 6-9 0754 -7251s \\\,,� 3.13 n193 475 bs (-89tn)5-11 05% 5901s (-276h)6-80I03 2551a \\\\ fir+,p_�� Notec 11Th'sdson'sFaalmA�E7-IOaznfaamSbykXl7FtridaBuH'gC� \ 4\C-E/V& 2)VmCRand}ba fewtiedand heviemald�ancd,ebivetedplsica�an�ute¢o(dtl�nduebdad knd,am(am1azII71iL+(Fu-I)�mI II•na�darmWiA1.4/IPr I. \ U4$' 3)Aq-k, aol rC4=IJA•-banappLxrbkphcb-1snn¢hg ,1.a.T rdb3kT—M...f—sATH/f711.20025d-242 4) \ / PE 051 Atrkir�daparSanag�bpnev(x.xfig. = 5)Liaaiwidtgdfftrm ' ta�mMwll:saybaabs Ulf �ST OF O�FS; I b[meEAtap,•ora,>rd t9�a16efianii.eabhmemtmr4adr.Tl nnrtu::drriAmin x6taalond navitmdrwuiurw�rcq�talFj•1rTner.Mamlanrcrardrdjwsn a,wm.yanimn,pw,asoftitnrmm6nsxu,Nln kH,kfr(e Brian M.Ilea v t1{7tcAmlmhcdas�:tgiidiaeampatnrofpuRcSaalagiwip rt@ac3+5y�1lyrmtawt�ampnandegndwn�irmcrygzndk-Imptauialnrmtu6n.@CuaalNx�(nFcfrradfr;>rd'nfontinAla.cmrphn.lniM ��1 manSanndbySmp�9nx�T'eComparylrcnamxdanxaiSE9i-2762.AImnmrphe�aren-0pu�tmiasi•WmfulphtQ'm'eroNuuflya=l3-uhiit iidauan 18P�14sKa'S41S,uh��n;a fi�v¢n l8�e�.ephb 259JN10ceH�hlirsh34v51 Iil Southern Truax Companies,Irc Truss: A6 2590 N.king,Hide Project Name: 1452-B SOUTHERN a y Tny.0kaiener do rM TRUSS Fen Pierce,F134951 Date: 6/12018 1QlR.20AM CA 4lporlela h>ticrii 7n'4 COMPANIES (800)-232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of 1 \bsi(m 2017 7.1[Build 21 MaterialDA ,.rust IM5 Span Pitch Qty OHL OHR CANrL CANPR PUSS Slracirlg WG IPLY 42-0-0 5112 2 00{) Q{10 11}0 1-0-0 1 24 in. 201 ft 42-0-0 5-10-14 7-2 6-4-0 6.4-0 64-0 57-2 510.14 5-10-1411-6-0 17-10.0 242-0 30-6-0 i"2 5x5- 3x4,- 45- 3x4- 5x5- - I12— 3 4 5 6- 7 12 51 �5 3x4! 3x4\ m 2 8 110 2x101 l� Sx5- 5x5- 1 B T16 15 14 13 12 11 10 1x4/ 3x7- 5x5- 3x4- 5x5- 3x7- 1x41 0-0-0 0-0-0 1 I 4-0-14 511-2 91i-0 9-6-0 511-2 4-Cr14 1 56-14 r 11-6-0 214)-0 3(}6-0 36-52 41-0-0 2 Loading General (SI Summmry Deflection L/ (loc) Allowed Lmd (W) B68Codc FBC20171 TC: 07O(46) V GL 0.71 h LMA9 (12,13) L1180 TCLL: j 20 TPI 1.2014 BC: 056(1315) VnLL 032n L1999 13 L1240 TCOL: 7 RpMbl—: l's �: 092(6.11) H-M 0.19n 9 BQL: 0 DOL: M% 0apFamr.Ko-2D WI..: 10 pheoffees( } (1,3-12,I-9A-) (2:1-14j-0,12) (30-0}9A) (40Q4-Sp.) 150-Q2-0,0) 16403-8Q.1 (74039A) t8:1-143gj2.) f9412.IAA1 (IOD-03-S81.) (11:1-123-M) (129II2 1 (130-03-80.1 (I4p03-S01 (15:1-12330.1 (16A0 I. it Reaction Summary atr r-s 3r Tvpe I� B�4xnbo BMyMb Me1 WBMVith M.P-d M- Lw M.V"Lbldt Max1w MazHor¢ I lrn(Nbq I Si, CornedM—y 3DDh 1,554 h; - -698 bs -C9SIs -704s 9 HRoI(l1Mq I Sil CanoeeMasrny 31ODh ISM bs - L981s -M bs Ols MaterialSonumtry Bracing Summary TC 9'(4-2013)A^_2a4 TCB,amg 9.hdd P fisat244AP f d.�nbyU— BC 9( 2013)SS2,4 BCBrir- 9-M.Pxisal49-0,R.W gnby0hn 11fs SP(N 2012)A32x4 Loads S ry 1)Th-.Z,.bm, rafeer�e wlo�lmomd,o,dFemdplcamdisd; 2)ib'snashasbmld�dfa6xdTaxofand hed;naaD,dam�i1.15LE7-10�1¢fdas:g rddml:pa160^ih�kER��Cr�sS' ��'�.��8��Y110�I��I�B U-40fb.4733f1h¢'15kNl&4Zo Tnw N&wffdad3mrtddaa DRrI10,CCZmeWdh4f[ 3)1,f. anso,agmkeba&gu mia a�da,mwhMCTebb)607.1 humtpp5d Member rcCS Summary Tabbnaa=ManI.IQ.xC4,mT-Wfms(—pr.fineaaT—frtvnnnaaaelfora9 TC 11.2 I OfA3 -3,533 bs 4-6OA96 -3,3811x S-9 OA33 -3yMh . 2-3 0681 -3,018Lc 6.7 01M -Z756hs 34 I', 0673 -2.756hs 7S 0651 -308bs BC 9.10 0422 3�21 bs (-I$I I h;) I I I-I3 03W 33171a (-i$ h) 15-)6 0452 3)036s (4$166s) 10-I1� 0452 bs (-1817W 3 15 0562 33176s 4301W 16-I 0422 32216s 0810h) Wt. 12-16 QQgi 207bs 413 0.142 350Is (-)ISbs)8-11 0458 -5776s 111 2-IS 0458 -5776s 613 (1142 350bs (-1I5bs)310 Om 204 bs 4-15 !viXffehnnsPe�oa la,dMv maldd�hin�sdlxnfueba(a-Pls�flc)o o7-q�mnWu'a�32afdiImmaurod®a-baa9.axnµmlosDdl l.La+(Y,a_I)xAiI Li3,aumhnmW,.4f.97rR 1. \�� `\ � 0329 S LE 092I -713 7-II 0329 80bs (-355bs) � 4 Notes: GEN&4� I)Thsda2l ibavi7-IOafcly4n27xa B3igCm 2)161CRardM= �' PE053 m 1-2002Sbn242 5)UW.uupffi-i IedmMWFRSTybg I � �>f' STA OF � T • i0 � � 0 ID /OVAL ENG 117r1�lmiryafh'see ndn16a6m,aWnr�cans„meaa.7h�p„arh's:SniSnlnese�m a:sax,dnyu:trn„e:v7{:&I1y1Kr,uaMandacram,J s,gnnheamvag•annangle vcoro,anr rtn�rnhgrKBnnrg Brian 14 Bleakb, C1sgcAsslmhcda:g'rdxe;auapo,¢afpufe alagnnr:g,gxn3dryxdiyfa4rnmmm}vwdcigndrws5e:lirmw-)niram M'Impmn!Infomaicn&CuaalHa"rygdaadd'm,ulntumarcnAlmu arphss9,a16e s—F—,.y'051 l nmmdaoaeibySm �m8-TeGun[a,ry;Ircnam,darn;adlF9i-2762.AImmnvpbe;are''11gmoCunlglrs(.as�elphevez'sfobudbfa=l3"whi,iKGetsan)Sp,Legt+rtrStllS,whitt ni'aL•,siip,�sv�n l8pwghe 25A11�k:e�HehAWZH34931 I Southern Truss Companies,Inc. Truss: A7 2590 N.kin Hi nway Pr(jecti�,me: 145243 SOUTHERN � � Trl%;D-l- x dh TRUSS Fort Pierce,F134951. ,Nle: WAM M30.21AM r COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Pa2p: l of Nk:, 20177.1[B,@d 21 D•]sterial]kiha ter9al: 1565 Span Pitch Qy OHL ONR CAN i- CAiNrR PUPS Sp-mg WGr/PLY 42-H 5/12 2 0-010 040 1-0-0 14)0 1 24 in 197 N I 42-" 4.9-0 49-0 7-8-0 7.8-0 748-0 4-9-0 49-0 4-9-0 - 91r-0 17-2-0 24-10-0 32-&0 37-3-0 T 42.0-0 I i 12 5x8 HS 18- lx4j 4x6- 3x4- 5x8 HS 18- 12 III 5� 3 4 5 6 7 15 1x41 >lx4/ m 8 S 1101 WOl� 5x5- d 5x5- 1 , 9 T15 14 13 12 11 10 3x4- 4x4- 3x9- 3x4- 44- 3x4- 0-0•0 0-M 1 II 8-" 743-0 7-8-0 7-8-0 8." 1 9-" r 17-2-0 241'0 32�r0 4143-0 2 Loag General (N Sunuwry Deflection L/ (loc) Allowed Land (p� BSBade: FBC2017/ TC: 0.77(2- din 3) Nmck- Mil L/567 (12-13) L1180 TCLL: 20 TR I.2014 BC: 0.48(I5-1) AMLI- 038i, L/999 (12-13) L240 TQ(-: 7 %pMlx1—: )is va: 0.49(7.12) audG 14 ObUp 2L/999 (1.1) 2L/M Ba3: 0 DOL: 125% C i aaaFR oil2L/O tiro BCM II 10 lb at 0.19n 9 1'he00'sas(1 ): (14-12,1-9A) (240,34119.) (3:1.12,•4n) (4",1-8.90) (5",2-OP) (6:1-1238,0.) (7:1-1238A) (80,*13,19) IODO3U.1 (11 -0D) I2:1-123-HD) (130034 ) 14002-0D.) (15003-80) Reaction iu►uuary Jf T� B,xaxnbo Blywh Maeal RgdBrp3Wh M Raa M.C.,Lbtfs M.Vkdtw M llufdl M.Hre I Pn(U6fj I 8n Cd wM—q 3D06 I,554k - -Mtn L981a SSW 9 HRgt(t16q 1 I Si, Coroe:Mamrcy 3D0'n 1,554k - 198 is .6N is ohs Material ■unary Bracing Summary TC SP( 2D13)92h4 enept TC&rerig 9,mhalvRA-l2-KM da�by0has. 3-5 SP( 2013)332x4 5-7 SP(AL9C62A13)SSN4 BC SP( 2013)SS2a4 Bc&rft 9wtW rP ft.44QBaiid*by0h- 11Bn 9a( 2DI2)R32x4 Loads Sur 1)Thisaushasban 1' r f HTm&=10pdW1bmdnnl6 ubadptsdad(ed; 2)Th's—hashm, forheeR orwrtdied;naaadar,¢�sh7-IOW,kfobvguadS.slip[160mphul:rekEyxaaeC,ruff•Fid�ul,O,bL•14p,&,3Ir�,(4egaryll(1'10J),aeal8ag Das40ftx4733%t 13 -ba—ds%&D0L.Ib0.CL?meWdh4ft 3)M'nnwn kbfti--&l¢niilBCTabh1607.1 hsswb-appSsl Member I orces Summary Tabti.J©gManhrl(;ma(Sl,uxanelfa¢(uxmm r.fadYdETeaafunmaxaxelfo a) j TC 1-2 0M1 -35271ss 46 O%5 -4p:lbs 8-9 Om] -3527 tc 2-3 I 0767 -3xSbs 6-7 0597 4,0 ft 0598 -4DI8hs 7-8 0.766 -32186s BC 9-101 a479 3,2361s (1y11 bs) 12-13 0439 4pl9bs (-2X4bs) 15-1 0479 3;36bs 01910m) �\` 10-1 0467 2941 bs (-I6016s) 1}15 0.467 29421s (_1 ts) \1 111 I 1 11&i 2-15. 0233 -388ba 4-13 a166 426bs (420k) 7-12 0.494 1Z17hs (-714M) �t }Is 0166 408bs (-26bs)613 a188 414bs 7-l0 0.166 403W (-266a) \\\ A\"� M^$C }I3 0494 IZ16ts (-713Ms)612 0.166 4246s (-02Dts) &10 OM -3886s �\ \ Notes �� 41CiE1V5+�\�� I)Thsdcig�ckaadW9CE7.10asnf,mibyk�117HxiiaBukl'ngCede 2)VMCR.-4 Hrs hewn,la,dhaizawtd]}��,sduebh+ebadpisko�ampu,e4edddlmx,dnnde,dbn4mnpu¢IasIIl1LL+({;a•-I)vpJl_p-naavdanmJ,A1.S1/f17L PE OG.( 1 3)Aqualy—.Wd C4'ID0.h•�sbmapp6dntephebtrelr�aaar pj,vebaas>pmT.dlykTnmifvul'aaua IcATFIRA I-711025®n242 J I .►• 4)Aovidradape mS�nP'�°P�'b" A � l _ 5) ®Ovfia healr�aiv(CLR),yuiala,kbm¢,n(s)stwnRwsofC(Rr,mb�d4ndy'd'eB�A'hra®4seUNF13aRBR/,CE RxaLnwvnsoQ]asaMdngn+lMemLse 1 � !�� 1 6)1-iad.,id4'Sfi �. -IesdonA4WFRSO,bhadg �� STjk pF I D 0"NgL ECG\\� I TARCEAawdi u; trett five'ehni f was/aMamplvaoofknfmn,ionssfahbs kHdfrg Brian M Bleakly Qv'gna•A�lmhcd i,,1iaL ml¢s�f[<ofatmlaw�'rasieregxrmtJgs rarkmaarrymu:le napunSzdxmw P,Lvardl,e^rmponminrmnvim,4 Gcunitkas-pager adiixelnr 6nAln,r.mxptudmllc cry&g.0(4131 manufamelbySnp�nSlet�Tii,m{nrry;In:i,asvdam:uihESR-2762.Alarcmrp§sart'.DgeugSu,L•xt Tidphewcitfokru�bys=1S^utidiidiaaan l8p,eephga'Si 1S-,whd,iid e�ahp,u%n,18J.,gsphe 2.iglK*u Vkd,RI"n¢R37951 i I � i T,-, Southern Truss Companies,Inc. Truss: A8 ProSOUTHEAN 2590 N.kings N1g1)way T4 -,Designer ct Name: )c r-TM TRUSS Fact Pierce,F134951 Dale: 0/1018 103021AM ' COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1ofl �rsia1:2016 . Binld 10) Material Datala. wrsiorc 1564 Span Pitch Q.y 011L OHR CANTL CANrR PLIES Spacirw WGr"PLY 424W 5/12 1 0." 04W I-" I.N 1 24 in 216 b 42-0-0 1�-0 6-2-0 6-9-0 6-9-0 6-9-0 691 121 7.6-0 14-3-0 21-0-0 27-9-0 34{r0 4059 42-0-0 ill . I r1E-0-t-1.6-01 a t-3-2 4 4 2-0--I 3x4- T12 Sx8- 3x4- 5x5- 3x4- 5x6- 12 5� 3 4 5 6 7 15 gT v p1 T7 v4q 37/ 3x7\ 3x5- - 6 3n5- 11 1 9 T15 14 13 12 11 is 6x6- 5x7- 3x7- 5x7- 6x6- 10 1. x5 1.541 0-0-0 0-M I 6.2-0 6-9-0 6-9-0 6.9-0 6-9-0 6-2-0 1�-0 1-0-0i,1 7-6-0 r 14-3-0 21-0-0 27-9-0 34-6-0 40-6-0 42 Loading General C&Summary Deflection U (loc) Allowed 1md (p) B88Coie: VBC20171 TC: 069(2-3) 1b4CR 0294 LIM4 (12-13) L/IRO TCL: 20 THI-2014 BC: 099(I2-t3) )b4LL• 0.44h LIM 13 L/240 W TCCL: ( 7 Rvmbrf� Y. b: n94(&11) C.a/(7171: ON illy 2L/565 (99) 2L/I20 BC L-: 0 OOL: 125% 0-daYIL 002nty X1999 (9.9) 2L/120 BCE( 10 HxzCR Q16h 10 Pbrwgz(3n (1314;-3A) (21-12}1,12) (3:1-1234A) (4:1-12j30.) (SAg2SA) (6:1-123Rn) (7;1-123S) (H-12,14,14) (933142-3A) (10083.090.) 0I ) 12 SA) (13 ) 145.02 ) 150 OM1 16043.090. Reaction Spry Jf T. Canbn BMVAjh M..h] Wdh. M_R_ M.Gnv MazW.d Max M.H i¢ 16 15.(W.� I Rb 0. MM—y 3A74 I$.54 bs - •l986a f98hs -46bs )0 Hm(ml) I Sb Ca Ma q 300n IS54 bs - -Mk -Mft Ohs Material 4mmary Bracing Summary TC SP(AIX&2013)R22x4 aape TCB,.6g 9sot/xdarRaL,saQA-0,Flafidegnby0f m 3-5 Sp(.4ll.97r2013)SS2a4 5-7 SP(AL9D5.20I3)SS2x4 - BC SP(A7 2013)M-2f4 BCBadg 9smlclarArfisas3.10QPvisda�StrLphcs Wbs SKAILM&2012WN4 Loads S I 1)Th'sn4slmsbm. ` ro�keraz;�oloouma,o�ac,�t,aae�m 2)7hsn4sshub- forhMi'esofu:d kad;neavdar x.sful9�7-IOwh hefolrxnBuaaSrol:pa l6o�huBsaeExF'mxeC,fiJp'E�¢aa>,CebUFTliBu3rnSCa�arYn Q�ID(iJ,O+aa4BBS U-10fns4733kh )SfklbFidZ—TnMt&c dwd,-6J dDL-l6O.00Z—Wdh4ft 3)Mir4mxn�.a8n buftisaw+ihTBCTabr1607.1hasmmsappW Member Irces Summary Tabk4 aamManbsrgmaxC9,maxm elfaq(maxmnip.fradddfam fmnmaxexalfo� TC 1.2 Q463 404 bs 4-5 0541 -4,%S hs 7S 0684 -2,715 bs 2-3 063R -2,714 bs 5-6 0541 456Rhs SA a467 -405 bs 3-4 (482 -39R2M 6-7 0.482 -39V bs BC 9.10I 0.458 425 bs (-237hs) 12-13 0987 4,031 bs (-2;06hs) 1516 0.4% 425 bs (-23Rbs) I I I 10.1I 0.458 425 bs (-2374s) 1314 G987 4A304s (-2,199hs) 16.1 0.458 4251s (•239hs) l 11',f 11.1 07 002 2,442hs 43154s) 14-15 a702 Z441 bs (4332h) Wbs 2.16' 0339 -13904s 4-13 . OM769ha (-341ts) 7-11 096I 192hs (-79bs) 2-15 0917 2ASbs (-1,1064s)s13 nil4 -363 b; &11 0933 2p30hs (-1,1306s) 3-13 0060 ISM (-79ha)6-13 03M 769bs (•329h)9.0 0339 -P90bs \N�}��GEA, 3-14 0697 1,715 bs � (-9571s)6-12 a193 S21 bs � �f� `, `YS��\`� 4-14 n193 -621h 7-12 QW7 1,715Is (-965bs) PE / 051 I)ThFda�n wln ui E7-IOnssdaxnudbyi.207F1.Jfl hm C.& 2)V.CRa.d}ba neirwnalxsdiuirpmladlmaAebheknaplslw¢puxrpnaaorddlmon�eodmdbadmmpmlasOdl IL+(Kv-11x Dd E[i. ,d—hA\'WM 1. 3)T),hWph— 3 4)Agsafiya olfair, 1.20025®0.42 ^Q 1 /.+p QQ I J OF 6) ®6 az Iraaiu(Q3t)n pid.ihel: 6iAs)4—nRwsofCSR.m9b dyicaly&W b ba��DWEBCLYa ACF 0Frak,muv.anCLisanadatsmlha6gse WWRCE 7)ub+wid.pV s''isWvdmMwmts(�yMa g /j ;6,%14 0 I'D / s/O/VAL ENG \\ f - )l WnCEAa>Iryofdu; Snellefimiiadol.ennimm�nax.Teds .dhii.dnfalnmuba©1mdc�msvea.drcpumvr.:>�y4dbyfeTr.uMandamcard.J�supmMamvarya.dmngJtnesofl.cnfomxuns7fa.htyknuifng Brian M.Bleakly tt�,1�41.>,hsma:.�..�sar�,rr.ors..alp::m:enter.plan•�,tf,.rKic��.,po<.,.a�,.d,ow.sa:i.�o>�ra�.d+k'1n.pax„a)arama;,.ecx>�113x�r'�ro�aaawR,r r„a.,cx,Aemm�pheadln� s,ns�rnrasl mvmfanmdby5m1m�i9tex{3-TeCxnpnn);wnamd.m:wE.F3R-n62.Almnvrphsare2,1pug5wl�ix:spa£.dpbesivzEfoAi wllya:ls^ahitii scan lR�w•pbGrc'Sv"1swfi-di i.d aah'ghmon lRgeygephe 2590Xr—M9.RP6..A34951 Southern Truss Companies,Inc. Truss: A8GL Ned l lame: 1453-B tOUTHEAN 2590N.kin N )way TnjasD-s-igner d1 II TM TRtjSS• Fort Pierce,F1 34951 Dam: 61112018 lCr3o-2-)AM n COMPANIES (800)232-0509 (772)464-41.60 (772)318-0016 Fax Pdge: I af3 Nkrsiom 201 [B-1d21 Material Da .r79aL 1%5 Span Pitch Qly QHL OHR CANrL CANTR PUSS Spacing WGUPLY 42-U 5/12 1 0&0 040 1-" I-M 2 12 in 230N 42-" 1-4-0 6-2-0 54-13 5�13 5�-13 5d-13 SJi-13 6-2-0 1-LO~ 7-6-0 12-10.73 18-3-10 23.86 29-1-3 r 34-0i-0 40-8-0 42 i i 12 5x8 HS 18- 3x4- 1x41 5x8 HS 18-3x4- 3x4- 5x8 HS 18- 12 SF— 3 4 5 6 7 8 9 --15 T� � 4x6/ 1:�: 491 0 3x5- 2 10 31- 11 1 1 T20 19 18 17 16 15 14 13 21 7x6- 3x6 HS 18- 3x7- 3x4- 4x4- 7x6- 12 2x5 j 44- 3x6 HS 18- 2x5 j I CJ7 J7A J7A M 0 Q J7] 0 EKI J7 DT] EM J7 EM J7 C:J7 I I 0-0-0 0-M it 1 6-2-0 5�-13 5413 5-0-13 5-0-13 5-0-13 6-2-0 1�-0 7-6-0 t 12-10.13 1&3-10 23-8-6 29-1-3 34fi-0 40-8-0 2 Loading General (A Su1»ary Deflection L/ (loc) Allowed Lmd (p9) ffi Cade: TBC20171 TC: 034(2.3) VnOC In LAM (1GI7) L/180 TCLL: 20 T111-2014 BC: 053(1617) VnLL 0.43b L/999 ()&M Um TCQ.: 7 R pMkxk— hb Vkb: 094(2-20) (iWO L• OMKV 2L/699 (11-111 2L/120 BOLL: 0 UM: 12596 ChWCH I_ 002KV 2L/999 (I I-II) 2L/120 BCC(.: 10 7-M, 0160 12 tt+bgiss(7 .k (13142-3A) P-1*16) (3:1-12,W) (4:1-12;8V.) (SANS,%) (600,2-8) (7:1-12}8A) (8:1-123-8p) (9:1-1238p.) (I01-1231,7.) (113-I4Z-3A) (12r1-0).'010.) (13"11,V.) (14:1-123-8A.) (15AQ142p) (16:1-1238JL) (170-0350.1 IBA-0.I-I ) 19:1-12350) (2DD-038p.1 1210d24090.) I Reaction S' ry Ir ftCmbo Xmlh MabiO 1118r MaxRmo MaxGav Max0.Fd Ma: Max}#¢ 21 Fn(Nhq I 8F A)b C—M—.,Y 3 3Mh - -1696hs -1f066s -23 tc 12 t1RoA(Qbn I sh Caoo+xM—" 300h 2,Wft -1675a -1675N ob4 Material SWumry Bracing Stm nary TC SP( 2013)92&4 a-pt TCBaBg R.A d.Pxim13-7-0,)Sa.&Wby0l- 3-6 SP(N19O:2013)SS2x4 69 SP(.4L9C1f3113)552x4 BC SP( 2013)SS2r4 BCBang Sh t daAa6aat}IIAP,.fndsgiby0h- WIbs sp( 2012)MN4 Loads Smnmary 1)Th-i;—faab- - r eredr—dmlOpiLmnd saF.ekad*A dmd; 2)Tb'onashasbmiddra of4rdknd;namdarmv�iR�7-10��hfobn:gutirdf.W:gas 160mphutinmgE<poaveC,FWy&�m1,CubLiipk3uMirg�guyBQ=ILOJ,O.eakBk� Dkrs4011x47331(h ISO,T1x&dZaeTn�Tklnadudraz�cdlXLrIfA,OC7arcWdb4ft 3)M'n'rtnansuagra 6adrgne dari¢nhIBCTabb1607.1 h.—b—ppW I PE 0�1 S, OF / OAS, <O I'D TSJrICEAmp9ordwdni(m3akk�6anR�udxemm�mmar.rheiv�norew'.Sn�ial�ta;etaadoodz{a,airir ardr�riuran-,appFdnyhGTn>:sMararauaam rd upm+,ramaaq anaahrpkaxsorn�brtrnaa„aaran67•k8rarg Brian Ni Bleakly lkspvnalmnican�g nd xsampernxof(mfaiuulmginmgn�tcyarli�'fahauQangm�mden9�ounSe/rmwryy{andhe'lmprmrulnf wnscraalrk>as^ry�raadrnxel.dmrreiu.AlaxcmrpknsJelh: �,�47bks1 marNfasacllyCnprrl9ag-TiCanrurryfrcnamchno F92-2762.AImmmrphecarc�p�Cwtasdty+m7'.dpbs�earo6rvdbye'=18"vlidiid'a�an lSpuaphRaSelS.uh�ndzuah b`dn i8gpugephe 25MY.gmHnxR%4 n34951 \PpLLI Li 00 01 10 = x A M Ea f m 4 wyF¢` L�9 1419 :d s 19 � s g o � v G V M - b r - � s %� � � mad df3r adAaa � s v N ssgssessAs8s 0 pop �] igN �gd. gg � E ,L.C.G.C.G.C.GF.G F A r 9.��n r.NNNNn�iH n N ry Fin N NH.AAAN��NN �} NA;4AAANNNNNN;rAAAl NN AnAgi.evNNN;-ry 7l.n E b Qr s2nya ssslsJSsl9ss°ExjaaAsIsa 4.6AisA a9A X.6A -a js 4.4 xx as.5aAxjaJ5 4.6X.8 J9 14 14 19 14isJ3A.9.Exx19A m „�8,,,8g8_6=5=6_8_S_^o�6_S_6_S=S_6_aq A 7WQ�iq�RNo�Ae QRg8RQ8Ro8Ros�e9gZR4sR9 .a�.,j,s aS-t�� w h�� 4 , �68 6 88d8 c4 Bd 8 r366 8 8 B CB 88 8 6 4sss4ss4.3Ais Rj Gx N^ 4QQa NNNNNNNNNN_N q yy y q y q y�q yy c QQa N_NNNN NN N_N NQGq y g q y y y per} p q q VVT --------- NNN��,:,/h/,,NN J:�,N,yS:A•hN44xx 'd yV•4 T�0.y �O.O`Iw �D•Q 44J�NNN A,�/,,JN,,JN,N A�NyN yN Q] --—--------- f�Fl Ntdvry AF]F1 .�.M.A eh SSA N N LID a�aa E 3� �< • , Southern Truss Companies,Tne. Truss: ABGL Pro W-'-.=e: 1452-B SOi.jTHERN 2590N-kings Highway TntsLLtivxr. dr- t TRUSS Fort Pierce,F134951 Date: &1018 lo-3U.23AM �Of 7p01i` `�1015 1 OPAPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Par-: 3of3 %Ln%x¢2017 f.1 1Bmld21 M3tenalDara versim 156 Span Pilch 42-0-0 01 S -% WGI7PLY 5/12 1 ON 0 00 14W 1-" 2 )2 in 21011n Truss-to-tr JI Connections Summary M !c-iATma T— . of% k TT4 MA _ ASM 7-0 313dg Try 37.4 ASCII. 7412 270dg TTS J7A ASCL 9612 2700% TT6 J7 ASGL 11.612 270dg 776 J7 ASCL I3b12 270dg . TT6 17 A8C3. I--&12 270dg T76 J7 ASCL 1:.612 270dg . 7T6 37 ASCL 19b12 270dg 776 J7 ASCII. 21." 270dg 16 17 ASCL 22-5-4 270d19 TT6 17 ASCL 24-5-4 270dg TT6 17 ASCL 2654 270dg TT6 17 ASCII. n-54 270d19 TT6 17 ASCII. 30.54 270dg TT6 J7 ASCL 32-5-4 270dg ' TT6 III 37 ASCL 34-SA 270dg TT7 C17 ASQ. 3460 225dg Notes I)Tli;&egnaba.d E7.10es6h—lbyh277F-ibBuSingQde 2)SM(Ra�dlioa yen dewialardhd¢paalddkfi�Aebivebadphsam�mn�paieeofddl®nduebdadtad,mm7amdasildlSL+({;c-I)ci]al IIiia®darn AXWM I. ' 3)Aqualyaxvd ,C4aIDQhasboneppidbaKphebbal.s®nn va6sas�mT�byfieTn�MamdamcicAT9RA 1-2002%i.242- 4)Aouidmd paMa,. reap 5) ®Inds hcal�ai[((IR)rery'alartr6mem(s)#wnRwsof(IRmuahadepmdl'degnaTi'ba¢d.aUWEBQRBRACB rvalreava6ClRsanddeg.alhadiya BWEBREIt3M(£ 6)Thd—dw.f. mworIOdIbisw mMis[miial2vdiLx2iVbn?J@lro�,BC-I moor 10d1•>aka(inNa ;baMdax27$'bngl@Iroc.%Mbs-1mwlodM`isvGmt•Bk[mn0.12Vdax27B"brg1(g9"ac Inaddanb a�aboKpwii-WobnitgsMbn lrasansva,b24•ofaebmmy<s)Wbdiwkimoruang)aWmnnax in alebiwfr daunt—iebadb—tryi. TC76(,(2))Od korCxml•Lk[mn0lMdo.x27B'tbg] T034-54O,(2)I Pbkar(im13k(mnO.120"dn.x27rbg1 7)Wf�dui, �lw.gesslalbepwil�lbycdas)br�naaiaadwrt 8)lumlacmmsfiak'mesdCdouosifpb+aSua�shakdal6e'rv�Dd'nMsmemspyladrJangesa rmdnln 9){aealtraanshaC '—dnib.&py. lo>a>a�+�xm`,.•••_1f.,',.2-12'bgw1soanaiaaei 11)hkkbI9ard3d dvda16e9ggaalfians�."F byIQaereignaft 12)UW.id 1i�'�- b dwMNM1RSO yWft I i i I I I i I r PE 051 ST,� OF`� • � O � .cam ( /:'///s O/VA i �tEG\\�� Tt7nCF.aaSryn(a.k daibrrm;d,�eae ax,m,x>.Tx,>q,,.ofaui.M'i4nhusuLvsviond ausan7.eryiersnvppidb9FeTnexMan£anreaM rdsumniw.mvag•andmary6sa a oflriirwrmunsafoifiip•MBudirig Brian hi 131=kly �t)6Ri1 Q*Awala�ni;ma�itGi�i'a�camymnxo(pvfronnlagiwiigrc ,rt�5y:c+4fjfa temtssn(niavdvgndv�xu5xlemw'pfgendhe-Inyomru)idama$nSCs�aaill+et"pagerraddu7minrmnadonAt,pvKmrpLsdialbe 4„QF„g, nuiw6dudtySmprrl0ing-riCeniiaircnamxd nrn�EW-2762.As¢mmcrpbvsare�gev¢�ml�asipbttive'srobuafbya=i8-W(diidiaaan laCnwepLror'Jllff.uhdiid'raua h' uein l8�t�e�epke 2jgJ)y7;�}& RR�Fl3a951 it i Southern Truss Companies,Inc. Truss: B I. ■:: 49 2590 N.kings Hi4iway T°s D--i rn c� SOUTHERN Cumprne4rt I]1 tionsTA4 -RUSES Fort Pierce,Fl 34951 Lase: GD2018 MY)MAM Thi's COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Pam: 1 or) Vmmr.201h1[[Bmld 10] Malerial La veraiex IYA Span Pitch Qty OHL OHR CANFL CANER PLIES Spacing WGf/PLY ZO 5/12 3 04M 0-H 1-0.0 0-00 1 24 in 87 lbs 20-" 6-2-9 4-5-7 4-5-6 5-2-10 -6-2-9 1048-0 204-0, I 4x6- 3 12 12 5� �5 1x41 1x4/ 2 4 m v i . 3x3\ a, q IIx10 I 3x57 I CS 1 3x4- 1 I T 8 7 6 T 3x4- 3x4- 3x4- 0-" 0-M 1 6.11-14 544 6-11-14 1 r 7-11-14 134-2 20.4-0 Loading '� General CSI Summary Deflection L/ (Ioc) Allowed / L d �I(pd) BBgCode; FBC2017/ TC: 046(1-2) Vhat 034b L/397 (8-1) L/I6o 7C(L: 20 TR 1.2014 BC: 060(94) 164LL• OD9 i, L/999 (8-1) Lr40 TCOL: 7 RepMbrinonx: Ys V4b: 02D(3;) )baaL OMh s BCIL: 0 IIC1L: w% GGaph, —20 BC OL: 10 PhtoffsSORXYN,ek (13-142-3A) (21D-031352) (300313A) (40,0313521 (52-7.411901 (600380) (7"1-12D.) (80039A) I IZP3c6UR SMM 7f T '.� C«Nu xvdb Maehlr M.Re M-Gav M.W d Max M.H it I hr(llhq I Sh C.—Maaxvy 3DOh 794 hs - -338h -3386s -65hs 5 BRa(Bt,q I 3h Gmm Mamy 300n 794ft - -338bs -338 hs Obs Material Siumnary Bracing Summary TC Sp( 2013)022x4 TCB,.ft 9xxbd«1lxtism424),AtGidrs nbyOFias BC SP(A1,� 2013)Q2x4 BCBa6t 9.fdaPAi m64-O,B f dj bj0h- . VNs SP( 2DI2)402x4 9& SP( ,i 3013)4!27x4 Loads S 1)Thfan h!-U '' r .—T td�deblOpObobmdmli b d&l dsdbads 2)7h's hasbad,- fl iedf=afuWbadsbx=*—*L.49LE7-10%,ifiWdwiVu d2rnedipt160mphi&-,;Ev--r.F,yb,dt4r.NifRBaS%C.%.yn q-ijn0 iBdg U-40fbr47330--,SfLMEdZo TrunNN..*w"v .ri3.anRP1,60•C1CZ—Wdh4ft 3)M'rmm, ,gFamida,msl,rBCTabh160211asndt,dnapprd Member F'rces Summary ,eb>:a�Ma bQlgmaxe.nnxaxhlr«4< p.r«�ddaraa 6a nx�a:o r«a� TC 1.2 it 0.455 -IS10bs 34 0352 -12166s 2-3 0428 -13466s 4-5 0290 -13Mb1 BC 56 1,1 0521 I.162 is 604h)68 03" 8895s 090W IB•I O604 1349bs -776Fs1 W. 23 0104 -335h: 36 0127 314 b, (-1386s) 38 0193 512bs (-249ba1 46 OA90 251 hs 0031a) Notes: 1)Th'sd�'stavi E7-IOasrdem¢dbyte277Fkxida�lLigCud: \�\\\P`' M_g� 2)VACRardFirz archewialaMlueonmlddmosAebfxehaaP5s4,eaaq,anPmenofddlearanod®dlnd,mnp¢desnlllL+(P,a_1)xL]il l3.n.ozxtfa�¢wl,AT31R'(L �� // 3)AµaFymvd iCq-IAI,Fashxnapp6elmhepbehtalr®rmd_gnvaYxsas�mf'xdb�fnTr�MamfimcprrAl•H/fR 1-20025®n242 �� / `G'ElVS t� 4)Ui 4.idwfft banlmMWFlL Q b badxrg. \ % \' 4$�\\ PE 051 �q` Sl OF N(JnCEAmpyoftludrdnlhefinn:iaEo4xroro:naxaamr.Thed ,nfhi:id"ni4alnessi:In.sfmduVisardrapirmvaaQp6lbu MTr,cr.Maredaartrandrs�is�mlramaaq ardan,plow¢Oftra,fomaa7,s;foA,LyMBuifi,g Brian M.Bleakly T1gy,uAsaimlisdta,�.lg ixf�aa Inn¢c,fpnreximlmdnrigr�gxreid'qua,U�rviR,uKan,pmxd jni,a n5sleareprgeard he'Impsnrelnrnno6nKCsnealTL+ts'p+ger«adfbralnrcrtmrunAlaurnxrpbadialhe :muF'�47(A51 rmmraaxdby5npar5lixgrecorger0{lrcuasxd,ru:,,aEs4v6'_.Arw,r.«xpb�Kartmpugyrml�s4,esE,d�pt,e�ei:rotr.,mlha-1s^uhei,:Sot_an lspweph�«selswfid,:d'acan�l,utvo,lsL.n,4zpLe 2 90N l:mKlie�R 1'Lne Fl 34951 i ,.• '� Tr41ss: B2 Southern Truss Companies,Inc. Project Name: 145243 t' _ StAUTNE�fE[ 2590 N.kind Hi_Ji-vu3y Tnn-sDa i w;r: dh: 1 TRUSS Fort Pierce,F134951 IZ11e: N12018 laYk24AM -Orr - hitionsTM 7• '1- CGMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Pabti: 1 of 1 Zhnicvx 20161 13[Build 101 Material Data wn-;iai 1564 S1ran Pitch Qty OHL. 011R CANI•L CANCR P11M Spacht Vn,/PLY 21.4-0 5/12 2 00-0 000 140 1-" ] 24 in 901h3. II 21--0 i 6-2-9 45-7 45£ 6r2-10 .6-2-9 10.6-0 15-1-6 214-0 I 4x6- 3 12 12 5F— -�5 1x4) 1x41 4 rn 4 .q 2x101 2001 O 3x4- 3x4- 1 1 I 5 T8 7 6 3x4- 3x4- 3x4- 041-0 0-M 1 -0 6.11-14 5-4-4 6.11-14 1 -0 r 7-11-14 13.4-2 20-" Loading General CR Summary Deflection L/ (loe) Allowed L®d (79) BegCd-. }BC2017/ TC: 0.46(4-5) 1MQt 026n LM7 (SA 1./180 TCLL: 30 TPI 1-2014 BC: 058(54) VnLL• Mil /99 L9 (SA L240 .CDL 1 7 RepMb l—: Ms �: n19(36) H-M, OO5n 5 BQ1.: 0 nQL: 125h C�apFam,Ka=?A 8COL: 10 Aat06' b (13,14- ) ( -1352) (3003130) 4003.13521 53-142.3D.1 6043-30.1 0,00-121q ( ) ReaLdon ry 3f T �I C—bo Wdh Mane) )Wh M.FR M.C— M-V" Ms: M.Hu¢ I Pn(RAq I an Can4x:MMM 3mn 833 bs - -354 b6 -354he •65U S }1Bo1(V8q 1 8n QuiosMaary 3mn 833 ha - -354ls -354hs OM Material umarary Bracing S�unmary Tc 9'( 2013)4f2N4 -rcB ft 9-td4 P fisat4-0O,Bufi d�by0hsa BC 9'( 2013)K22a4 BCBradng 9imtnd4 P ksa16.l APufndappibyOhsa Ntdn SP( 2012)93N4 i� Loads S 1)Tbis4 lnsbmi � faludfaudxo l0p:iboaandvdMbadptsdadbads 2)Thba hasban rorfiodtasofuidbad;na�da�m�IJS�-l-10%xihWobai derblip[1(AmphuhwtEr�wueC,fv►7Fiduad,CebLiipH��.g(]agayrt0=1m�0uea3BNg Uh.Vfk.4733f1�ISQ1SxEdZ4neTne�hilcmduahmreded.DCL=IlO,OC7unWdh4fl 3)MAbi— 'u;badikh—da—m R)CTabr I607.1 hu,.b—ppW Member forces Summary TabkidansManEclgmax(S maxasblfaq(rtwm p.faa dddfesnfmnnaxashifacd TC 1-2 n456 -1,607 bs 34 0445 -1,442 br 2-3 0.445 _1441 bs 4-5 0457 -1:607 bs DC 5-6'I 05M 1,439t. (SIOhs)&a 0S4 931 ba (440b,) 81 05" 1440b, -SII Is) Ulhs 2-8 I 0.106 -346hs 36 n195 4936s (-244bs) 3-8 0.195 493 bs (•244bs)46 n106 -3466a } Netet I m&,k p's LE7-10asrdasndbyin2017HxffiMiftC.& \ M• / 2)V.CRa jterz an;fnw®laidhueomldihiusduebhebaapYafineq�mmroworadlaunauenamabagmmradasBn LL+(1;Q_I)xAdl DtiiamxdanssMi.4T9071'I. \\\ \I� �_ _�� /// 3)hga0ymnaol6 ,Cq=107,hasbaiappWofnphehnalrm valxsspdfulbyfnTmaMam£eavcprATHJIIT I-20MSam242 4)l1 iuidup6fi 6—dmh4WR1S0dyle&g \GEN 1!� PE 7 051 C Ulf b- .A,- 0`` ST OF Act see I ///j;s70NAL PIII7LEPnlryord,� a,ntmruna,door,„;on�aau.Tlaorh;,diis,alr,N:i;�,:imaw�, am�,:name:as;,c,ayeKrMa�.�raanaNw.*�n�.n.aa�aaxnporfnnrnnad„s:raa,l.��fnH,a1„g Brian M.Bleakly ; D_�gnrAYslmft& �uiiendian;aa�anzrofpmf dnnlmermilein{xrsbFys&ia•rori.a,reurnpenmdc+p�3msn$dnmwint dfr^ImpaninlnGmnin�(.Cmaalhtr3'Ingrfirnddnrulnfomnux.4lamemrpbea9alM R= ma'wraudty5in �4ug-TeCmynrry,In;bam.diwuEiF32-7762.AImvtar phcca�i�yugVmLvtvy�df�dpt�em<'sfdlu+dt5•a'=13'uhdi:d'racran lffaiaepbGa' IS;uhdiid'cebahp�n ISgiw=eti 259u241.:rafEfiap0,B4. 51 ill 1 Southern Truss Companies,Lic. Meet"` B3 Name- 2590 N.kin � 14s2-B �H�way Tn sDe:sipper. &1C I� 96UTHERN TRUSS Fort Pierce,F134951 Date: &1018 103UJSAM �C7D T COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Rage: I ON Vem'orD2016.1! [Build 10) Material llefabe lwnim 1w Span Pitch Q(y Of f- OHR CANfL CANIR PUSS Srrcilg WG/PLY 2040 5/12 1 000 0100 1110 000 1 24 in 821hs 204-0 5-4-0 7-M 8-0.0 13-4-0 204-0 4x81 4x6- 2 3 12 12 5 �5� � I 3x31 a 3x7 1 d 3x4- I 1 1 1 T7 6 5 T 3x4- 3x4- 1x4 j 1 04O-0 I 0-0-0 II 74)-0 54-0 7-" 8{}0 134-0 204-0 Loading General CSI Summary Deflection L/ (loc) Allowed Imd I' (ps>) BklgCode: FBC2117/ TC: 0.7(2-3) 1MCR: 035e L1622 (7-I) L/180 TCLL: 20 TPII-2114 BC: 0.71(7-1) \MIL• al4h L/999 (7-I) L240 TCOL: 7 RPMbrlroxa¢: V. Rm: a13(3-7) H_aL ODfe 4 BQL: 0 UM: 125% C.M%",Ra-711 BCCL: 10 Pb.QT_(BvA t 13-14y3A) 243.4978) :I-123.80.1 42-7,411$0.) 5,1-1 ) ( 1-1 (73-838II Reaction >maryIr T i'l C . wm% Meisel WBreVAA Maxtimd Max(iav MaxNid Mai Max7ixz I }fi(Nb1) I 1 Be Caamma y 3DOe 758b, - -33865 -338 hs 49bs 4 HRoI(Nh911 1 8e Cm Mamry 300e n56s - -Mbs -3Mbs Ohs Material utnmary Bracing Suumrary TC SY( 2013)912r4 TCB.vrg 9xehslorliaGaar310-0,AxMdagnby(kres BC SY( 2013)M2x4' BCBm&g 9.6�d rP 9B 6.7-0,AaindatbyOh- WN SPf 2012)k32c4 Sir SP 4K20I3)422x4 I Loads S ry I)Th'sfussb3b-�' frtKdrs6Ax:b IOpfb.Mdxxdk be dp)adadba& 2)Th'sruvhasbm IILdgnlfcrfxdresorwid hadsua®r&rms+.4�.E7-InufifcrokragssahL,aliip[160n�huEmaahN�dCrsWHP.�Trts��yn0-11101,Ou�iBk� Dirs408x4733R.-15f511xFrd7meTrv,AN*�mdw&-WnadDCL-1.60,CCZ—Wdh46 3)M'rrmmn 'b.&igeanvdanxssMlBCTebk16021 humb-appbd I I Member ,orcess Summary TabkedassMmJxrlgmaxG4,maxaxelfpq(maxmnp.famLd4leexfomma*axhlr� TC 12 1 0.7M -I 55b: 2-3 0.7W -1204bs 3� OAM -12)Bix BC 45 II 05M 1wb6 fiD76s) 5-7 0,623 1 la L076a) 7-1 0.710 11971b5 ($166s1 W 2-7 OD91 MU 3-7 QI32 324 fa: (4276a)35 Om 215 bs 1)Th e pnASCE7-IOasrdeamtb/tr.217FlxidaBalf gCode / 2)1MO(ardlln arehewmelardhv¢malddhwm&d I bdphsfrcaap—plreaofddbsbn&mdmd 64—p,ml Dd IL+(Yu-1).W DU.—&rmhAT.N"I. 3)Arpaiya lfa 1.2p2S bn242 4)1lwiic dapm �B�f�Pead� � / 5)L'aaduWupfO ¢ Ih dmMWMOS bbft � �_xCENS+��`T�'�/i � PE Z 0OT 51 i0 S OVAL /1111111 WfiffAmpyordrwdagidafixfiun6'adoMem�nmrtaar.TMl nNtt'e".d'n dial.ua;islaalmd:+ignaiaeanlrny:ana+6aq�pp4clby/cT xMand'aanrandrs syosfracsveyardovnplu�¢ofMidmmronaskfibylr13u35� Brianlvt Bleakly R�nAsarlan bk arrlyidlaesaagnria:ofpofeFivale rwi�rcpws3i5y:uliy fortienn mmlxxiavS ndvartS�fKmwpagrardh:"Impunminfmmarcn Cf alxm"p,IxroraaiwadnranunlnAlaxmnrrpbtc3nibe .ynnFn&47601 marufaaadti•San 9agTeCm�curylrcnaav&n¢w0iE4t-2762.Naxvntrph�are2OpargrsnL�slx�rifelpbearecfiRa�dtya=lffssli Tiidreuan l8pugyh�u'SC lff,whd�ndresxali{��rroniSpsraphe 2+WhiunsFfehAF4saA3e951 III I Southern Truss Companies,Inc. Tim: B3G Project Ihnie: 1452E 0 N.kin Hi wa �`'" 259 % SOUTHERN � � Y T1tnsDesigrx:r dl,c TRUSS Fart Pierce,F134951 Date: W2018 10,3o--2GAM ca1'p°n`rt I)`m°"rM CGMPANIES (800)232-0509 (772)4644160 (772)318-0016 Fax Pag:: 1 of2 1 Veniyx 2016.1 [Bwld 101 Material Databa vet aoa 1564 Span Pitch Qry OHL OHR CANtL cANtR PLIES Spacing WGT/PLY 214W 5/12 1 040 00.0 1-" 1-00 1 12 in 131 lls 21-4-0 3-0-0 5.1-5 S1- 5-1-5 3-0-0 B-1-5 13-2-11 18-4-0 4x4) II I J 12 3x5/ 3x51 12 5F— 4x5- 30 3x4- 4x5- �5 3 4 5 T v 2x10) 2x10) 3x4- 3x4- 11u 6 T11 10 9 8 7 3x4- 1 x4 j 3x4- 3x4- 3x4- I aJ31 J31 J31 J31 J31 FJ-31-1 FM 1 J31 J31 CJ31 0 0 0 0-0-0 5-15 5-1-5 5.1-5 2-0-0 1-0-0 1-0-0 3-0-0 r 8-1-5 13-2-11 ,8-0-0 2l}4-0 21 Loading General (St Smmnary Deflection LJ (loc) Allowed Laad (pd) Btlgcodc 1BC20171 TC: 057(4-4) \htcp. 03n Lnn (8-9) 1./180 TCLL: 20 TP(1-2114 BC: 054(840) \6tLL Q16n L/999 (99) L240 TCLL: 7 PpMbx,ma�rh : M Wb: 055(4.7) H—M. 005b 6 BCIL: 0 nQL: 125% Oepram,Va 20 BC L: h 10 1be0I�(3maYk�k 0314y3A) (20438p) (3Qd3SA) (4a-12,MA) (sflo3W (63I4.1-3A) (738.L8.0) (81-1234M) (90QI.12A.1 IOA03M t11 43-80.) II Reaction ry Ir T Combo BMVAdh Maeel Wdh M.R-d noa: MaxOav M.Vw Max M.H i 1 i4,(11611 1 8h CoMamay ION, 433 bs - -337N -337 bs -9bt 6 11Bo1(a'a9 1 Sn Co Ma y Mob 433M - -337bs .337bs Oh Material unwary Bracing Summary Tc Sp( 2013)Mx4 TCBatilg Shalxd,-gx2-5:27000 BC Sp ( 13)022x4 BCBmdV 3-Miar%fi 14.511%f dag,byCba W. Sp(. 2012)1.3 N4 Loads S i)Th-a—has6mi '� raper}raSAeblopdbaandnrdivctndpicdmdbads 2)Th'sx,>$hssben rafrrtfe�ofwid hemr&„xvl,. 7•tOuk,Ix:roav,�ardfnefi5,t 16o^WI" ,mkB C,FuFi'FidxdCabl 4BuMrg�g4o,Yn(I'IDD 0—Beg Di.408x4733ft m154(11,t&dzmcr�,t.Wradv.��edOQvltO,OCzmewdE,afi 3)Mninu 6:bafti,a®*a ihMCTkkl607.1 hunotbm,appfid Load Case Lrl;Std Uw Laid Point oadt Manba it Eamon 17rnzm Land T&%h Topchd ,I 3-0-0 Lp Oft Baud 3110 Li, 291a lbpoP-Chd 4b12 Lbw, 20fth 24h BaOd a-0-12 Lp 86s Zan TopOd 6.0-2 Lb,m Mb,s 24n BaQd 64L12 Lb 81.- 24n \\�\ TBo�tO�id 8612 Db 20bs 24h �(` TopChd 104112 nwn robs 244n ��\\4�'\,\GEN BaOid 10-0-12 Lb 8bt 24h TTChd 11-3-4 Lban 201. 24h \ BaOd i1.34 Lb 81. 24n Ulf PE 05TopOd 13-3-4 lbw, 20b: 24n B.CW 13-3-4 Lb 8bs 24h wsTapad 15.34 lb 20bs 24n BMCM I5-3a Lb abs 24h TmO,d 17-3.4 Lbws 201. 24n �+ 1 Bald 17-3.4 Up M 24n 'P, \ JT/� OF �y TLip w B.00 di 14 awl L hc %OT i \ 0 10 ////�70NAi, ranCEnmpyorhEdLnsrel6efin„dimohrne�nmoau>•.71ed={norhs:d'n•:4ralmaurusda,icmai,i,ammr�:'a„ af5�4whTnN:Manufaa,eud,d up„I,eas>naa•amax*wla,asor(vi,rom,w,�krnby4nLmtrry Brian M B)Gildv ik�icAsalonhi: Nx,g ixlLzx tamgwnsorrpmr�aimlmRi*v*4: '�'TNQ'di fa Len um+ixnoudaFdv nszixowpsF�MM•1mPonvuinfcmre@nKcmalTk�"fnLrroradduwlnr:,u'utAlaxv axpb.s9albr Se EnSrnnlil meatfaaa,dbySi„ rca,mpa„sm:�amxd,,,Ewa,�4-nd2.air:apha�7g3„ ,�keh,�a�frbe�arw�.mlya=ls^wha, anlsga„�rLao.s4i4.,.ba,1>dm4xan•�,o,i„1agxpl,c 2590I11ix_F�hA14rsA34951 ICI Southern Truss Companies,Inc. Tn1ss: B3G ( ProjedN-1ne: 1452-B ` 2590 N SOUTHERN N.kind HghNvay Twss Dac dl,c Fat Pierce,F134951 Date: 6(1)2018 10-3&.26AM TIROSS°np°7 I CQMa�3N1E3 (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 2of2 Vemcur 20161 'i[Blnld 10] Mated d Da&b&, wrsioa 1564 Span Pitcb 'Qty OHL OHR CANEL CANTR PLIES Spacing WGTiPIY 214 �� 5/12 1 040 0-0-0 1-00 I-N 1 12io 1311bs Ind Case DI:S d DeadLoad ""nt loads Mmdv lomiin Diuf— iced TrbWdh TiPOd 340 Lb 141a BdOd 340 lip 12ts TTCd 4412 Lbws 3bs 24n "ad 4412 D— 7bs 24 it TopOd 1 6-12 Db 3bs 24 is DNC d 6412 Dunn 7bs 24h TopOd 8412 D— 3bs 24 in B.Cd 8412 D— 71c 24h TopOd IW2 lbws 3is 24h BxOrd � 10412 lbun 71s 24. ToPOd 11-34 Ibwi 36s 34n BmOd II-3-4 Ltns.r 7W 24h TPod 13-3A Dour 3tr 24h BmChd I 13-3d D— 76s 24h T.Pod 153-4 D— 31s 24h BaOd 15.34 D— 71s 24h Topod 17-34 Drsr 3bs 24n Baord 17.34 Ws 7bs 24n TopOd 1840 TIP I4bs BaOd 1&" lip 121s Member FilroesCL413 SumQmry Tsnt'�sd�ssManlrtgmaxCl.mazaxalratSlmasms�r«mederavarnmmaxaxhlran� TC 1-2 0375 -lPwbs 3-40365 -1�321s 5-60379 -lA08bs 2.3 -9596s 4-5 0.417 -959bs BC 6-7 II 0281 9301. (4526s)8.10 0543 1xbs (-I,SS3hs) 11.1 0281 930bs (-7526s) 7-8 0506 1832 bs 45nh) 10.11 0507 1882bs -1 1c) NUs 2-11 I 0.112 276 bx (431 bs)3-8 0108 182M (-181bs)5-7 0.112 276bs (•1311s) 3-11 0546 -962bs 4-8 0rti9 146bs 3-10 0..039 Wbs 4-7 0546 -Wbs Ihiss.-to-tr Lps Connections Summary ID IQsmlT— ' Tnra cmnimcffz TT5 CBI B3G 340 315dg TT6 DI B3G 4412 270dg 776 33 WG 60.2 270dg TT6 DI. li3G 8612 270dg TT6 DI B3G 10412 270dg TT6 DI M t1-3-4 270dg i 176 DI B3G t3-3.4 270deg Tf6 t B3G 15.3-4 270dfg TT6 DI B30 1734 270dg '1T5 II CBI B3G 1940 225 dg ! f NO('GGC 1)Th hbadynAXE7-10as f- dby#rV7FtrdaBs3fngCade 2)16tatasdHazCC�an:r-lardha¢onalddb2N hebMbadplslnaepmngauaord&l dumdmdbadmnPublwDd LL+(r-1)xDn DLhaonrd—fiA NnTl 1. 4)l}dsbddphlsarelSi3, 7pa 4)Agsn(ymud5aa{�rCq=IA7,lasbmrappC>1bEr{ajebealr�rimsL-�nv4bsasPmTdbyheTrsBMamdao.apcATHrtR 1.7002S®on242 ; 5)Amiiradapm rewrap--tpm&g 6)I3nluidup laidmMWFRS0nyte&& I i i i 1 I I �I I i I i i ��\ll \\\�p,1� M i Z\\�4''41GElVs+�.��i U PE 051 1 _ ; �- OF O��SS 0 jr /tllllll rzm�empyntmsQvzndallr6mkdbteembmuanx.'IludgnoflienfidnitF6b.�Aw&*maeeanlr4tms .%4rUb3h-Tn Marfamcardrdsupmt—gadmnPl ofdebfmnruraranbyf.13.1ft Brian M.Blealdy 11�raA�rlmiuc,P3,aT1'onig'.liaraa�mrn-orprofacyulmg.mirgrc7ur,ikMWyf'ortrenwmsPs.euh nh..snvMvanvpageand klmpcmminfa 6a i Iagefvaddwi l nfamaumAlanmvrphwlalbe nmaff e1 •Sn T trcnamxdann drF t-2762.Almrnv �sareL7 ml�c ui ed+e'sfohrad e=1Yuhiiii esanlS � M Bv�eC.vrPvey Ph gum hesynif Ph M' gasLrc4dsf«SSIY,uhHr:diarsahghmsvrlsgauls7be 255U111SnnE 476051 34951 _RNm III II way robed Southern Truss Companies,Inc. ProjLd eI :.. ,. ,• 2590 N.Idn Ni Nalne: 1452� SOUTHERN � ThmDtsiglx:r. dx: TRUSS Fort Pierce,F134951 Date: 6'1/2018 10:.3(r27AM Ccm A IukxrTM COMPANIE.S ( ) ( ) ( ) � � 800 232-0509 772 464-4160 772 318-0016 Fax pap: 1°il Vus.n-201.h 1'i3(1 to 101 I Material Data vemoa. 1564 Span I Pilch Qly OHI. OAR CANfL CANCR PLIES. Spacing WGr/PLY 1740 5/12 3 am (10-0 I-H 0-0-0 1 24 in 661hs 17-" 5-7-2 3414 8-0-0 II - 5-7-2 9-0-0 17-M I I 4x5- 3 12 12 �5 I 5� 1x4\ v it3x3\ c o �2x101 34I 1 3x4 1 1 g 5 T 3x4- 3x4- i i p.0 0-0-0 �14)-0 II1-0-0 r 94-0 1740 Loading General (:M Summary Deflection I✓ (loc) Allowed Load (pd) ftcode: FBC20171 TIC: O163(2-3) )btOL 021 i, L/944 (6-I) L/ISO TCLL: 7D T7'(1.2014 BC: 0.77(54) NbtLL• 006k, L/999 (6-I) L/240 Tom: 7 P.Pmb l cmrc: )is Wb: 017(3-5) H..00 03 h 4 BUT: 0 DIM: 125-A 0e pp—,Y-20 BCOL: 10 Ft+e0lraa(Inr),'1/u�k (13142-3A) (2a03.1332) (3041}13D.) (42-7.44 (5:1-123W) (6401-12a) Reaction Summary 3r T,, IiI C..b. EkgVldh Maebl ROftVA±h M.R— M.Cxav M.V" M-LW M.Hxrt I Yn(Pbq I 8h Ca,meMaaxay 3D0'n 664h - -n2bs -Mh Mbs 4 FIRoF(P69 I 9h Cu ftm," 300'n 664bs - -2Mft -292bs Oh; Material ummary Bracing Summary -TIC SP( 2013)QN4 TC&adrg %.fWo PA..4-9-qP f drsg,byQh- BC SP(k-91L2013)Q2.4 BC&.6r- 9mtd.VLd.at74}Q7larndag,by0h- albs SP(Z-C�2012)A32n4 sbd SPI(ALS0S-W13)A2b4 Loads S IuTMna I)Tlia—has rarryhedr—im 10pdbMmdrodF,ekadpWdmd lad; zwsms— fbrte Tr of%Wbad;haoa,de�vh.a9CE7-10ar ixfolo 4T, &oi,dipia 160niphuenatExpoAr� );u,'F�dx4Gibt,lrp,Bnla:,ga�yllo—IAIO+ ift LSas40ftx4733$��15RN„EdZ—TnmW ad.db d.,IDO.-IM,CCZ—Wdh4h 3)Mi inamsara ''hafi¢i nda -.ihMCTebr1607.I hasmI..appW �1 Member orcesSummary TAb>:m�Manbalgmax(s.naxax�ra�(�xmnpr.r�amrae.r�n axaxalr� TC 1-2 i 0.435 -1.1%ft 2-3 06 I -Mft 134 UM -971 ft BC 4-5':I 0.749 wft (-3a56s)SI 0774 IDSbs -6791s) Ntls I 2-1 i 0141 -MI bs 3-5 0.174 4mbs (014 ' Notm 1)Thkd�,'s m/SCE7-10urde db3l 2(F7HxihI&MgCade 2)VbtCRand CR.., e5alandhomuml �ebf�badp5sd,mapmmpmmtorddf�nd¢bdmdte4amP�lasDdl LL+(IC-I)zQfl iL'na®rdanmW,Ah9/fPf 1. �{ L7 / 3)/'9�4Ymma .C9'IDQhubm,a�ialbfrghehbalns�n¢d�,vahaas ellryheTnmMandanacpaAMA'ff 1-20102Sabn 2A1 \�\\\P\v M�L- C 4)U..Nid,W6R��dtmbasd.MW nQ b kaft PE 051 � 1 — �S OF � L ifillO H7nCEN¢Vryoih tivp,dutlrfw;d,db4n,ma,xn-udr.T+rdc�'n,orlini.s,i4Hina.:i;ha.:.dood afeeand�umrow•agp4albyerTn,Mam,raa...and ,grnh rw.y,mma,pUa,e�ni a,enramamns:rofibs'ent3,ii'rte Brian M.Blcalit, F, ne$nrJ,�,lcv,dri: aw:,g ixf taa:7xu vflrora:;zalmg:,er•.,g mTnnl,&,'a,kia'frhenNcan,povud qm .anSelen,wpagarote"Inippvnlnfm„a6nRCunalll�es"{ugefn addii,rminfmmL.xtAF,anm rpbg9nl(e S.=E,p,476031 1' rrendaanadl;:Srn nSlis�-Tef<mparybenamzd nxN0,E4t-2762.Akmvmrpl.�art37ka,�,ml�sh•�vrblphc�D.tRrohnallya_L4'u1;d,idv.tan lAgzu�phKa-S'd1g",wbd,ivGaeah-y�n�nlSC.ntr�cphC z59ox1vasF�hFttb.>;A37951 F` I Southern Truss Companies,Inc Truss: C2 >;".�• SOUTHERN2590 N.kings Highway Tr dbc i)L6pnTr4 TRUSS Fort Pierce,F134951 Late: 611/2018 3o-9U37AM r I'1 COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of l �L7901f:2ul�n�iBl„�a 101 MatawLeta iwnoon: 1W Sp., I Pitch Qty OHL OHR CANTL CANIR PLIES Spacing VKJT/PLY 18-0-0 5/12 2 04H 0-0.0 1-0-0 1.110 1 24 in 69160 1SU-0 '.I 67-2 34-14 9-M 5-7-2 s o-0 18-M II4x5 HS 181 3 12 12 5F— �5 1x4\ v � f • 4 WO 2x101 0 1 3x4- �I 3x4- 1 , 4 T 8 5 3x4- 3x4- I i I 0.0-0 0-0-0 i L 8-0-0 9-0-0 17-M 18-0-0 Loading �f General (S1 Smeary Deflection L/ (100 Allowed Lnad (psi) B118Cpde: )BC2DI7/ TC: 082(2-3) VAM, 0.45n L589 (4-5) L/180 TCLL 20 TT11.2014 BC: 094(5-1) )6iLl_ 019h L/940 (4.5) LrJM TC13L 7 RpMbrl— V. Wb: 0.18" QMICHJL- OnLP 2L/999 (1-1) 2L/120 i BQL: 0 00L: Its% C d0HL1. U 2L/O 2L/0 DCCIL: 10 110140R 0D3h 4 14x.0R-J k (IS-142.3 ) (2"3-1332) (30.0}1390. 43142.3D.1 (5:1-1234a 6DAI-12DJ t Reaction 'I unary !f Type pyMh Ma"I RgdBr¢Nf1h MaxResa MaaOavLbB1 M.Wdgbfdl Maxi{:fd1 Ma:W¢ I lit(Rht) 1 Sn CmpxeMaasry 3DOn 7O3bs - -nbs -299 ha SSbs J HRd(Rhq I sh CO—Ma m 3DOn 7Mb6 - -N9 bs -2996a Obs Material Ilummary Bracing Summary TC 8Y( 2013)f,21,4 TCB.,ig R t.dI P f.w39AR f.de pby0dua BC 81'( W 3)MA BCBamg Slmfnf.N h.at&1ARvfnde pby0h- wft Sp( 2012)02x4 Loads S II ry i)Theneshasbas'�. Fp t—f-A.0 10pibpnndmd1.1.d*dmdW& 2)Th's haslxsn '. fmdrdfeaofaidbad;uamdatm�SA9CE7-IOt.ISlefob�:sgsaadiFeliQe l6omphufnmKE�oareC,f+'fyFidmd,(('dWARBuid'nBCaegaYn(1=IDOJ.0�ea4BBG . OinsdOfu4733f\-15fyTSxErd2meTngNlradu*a>.USad.DOFIfA,OC7mLYdds4R 3)Mhfnvmaaa u:badh ..,&r-.ih IBCTaabt1607.11.n—xi appfd I Member orces Summary TabYndcnsManbQlgmaxCST,maxaaelrp Q(ma mryx.rpnsrddsem[frnnmaxaze rah TC 1-2 1 (1422 -1293N b3 0817 -ID961a 34 OM -1243bs BC 4-5 I OTC ID93bs (-711 bA SI UN M30bs -7126s) Wbs 2-5 0.124 --MObs 3.5 0.181 4461s (-90M) NflfEC I I) igns E7-IOasrdamodbyfe7O7F1nda9 Code 2)V.CR1MCRandflaz atetewualasdhpmmml8fhiosdmF.e�dplefearanpuripuvuordflnmd�rndadba4�npmdasDdl IZ+(xa-I)z11f1 IIiumdarmsIsAT9Dl11. 1 3)Agpafymmu1faCq=IDO,haslnnapp6dnhephehsnln vats¢as�aifidbyfeTrs�MsmdanuvpcMHIIA 241 1-20028mbn �p 4)led4dppWi basd.WWWSOsyfadg. \\�\\ PE 051 � 1 1 a ;4a1•-'f' 1 __ S OF O �Ili; QNALI I 14CR7CBAa�•of7sn' 4nlhfion�i.dnikmonar.Tled�enorf,n:nti�i4alne4ah eafunignaenanlnpi.mnd;ygp4dbylaTnd;'Na�ura�ierardi�sfm4xnnnay usdamplv�ssM4rnfomnn�¢sfdhbyheNukfi�+ Brian Bleakly L1k—A.relanh6di' &-Em mandanadhy.Sm 9ug-T-eC:nyn�;In:haanrdim:�itE4t-276±.Nmnoxph�sarc2l�puKrminchq�.dfalpbev<i;fNrnudtya:l3-whEii�r_san lSerugzphs5ar551S.whds iid gah'h4ses-irs 18L-eghe 2i9Jxl:resF&h12fS gH34951 � i I i p Southern Truss Companies,Inc. Tniss: C3G Project Name: 1452-B 2590 N.kin ' 3€h aY Tas �rOUTHEAN &c I ,M TRUSS Fort Pierce,F134951 Date: N]/2018 1030 8AM i dCin 1 aio Ls COMPANIES IES ( ) ( ) ( ) 800 232-0509 772 464 4160 772 318-0016 Fax Page: 1 of 2 �f Nbsim.2016. ,I.3(Bw1d10) MatenalDa veniac 1564 Span Pitch Qty OHL OHR CANT L CANfR PLIM Spacing WOMPLY j IM-0 it 5IT t 1 040 0" 1.W 1-0-0 1 12 in 1021bb 113-0-0 r 3-0-0 "_0 44)-0 4-0-0 3" -3-0-0 7.0-0 11.0-0 15-0-0 18-0-0 i 401 T I 12 3x5/ 3x5 L 12 .17 5F— 3.5x8- x l x J 3.5x8- �5 2 5 Tv 2x101 2001 I � 3x4- 3x4- 1 1 6 jT 11 10 9 8 7 1x41 3x4- 3x4- 3x4- 1x41 C:J31 J31 J31 J31 J31 J31 J31 CJ31 I 2-0-0 4-0-0 4-0-0 _ 2-0-0 1.0-0 3-0-Q 7-M 11-0-0 15-0-0 Loading 'I General CR Summary Deflection 1J (loc) Allowed Load (psn BllgCode: FBC2017/ TC: 035(2-3) VnClt 0.14n L/999 (9-9) L/180 TCLL: I 20 TH I.2014 DC: 037(8-10) 3lnLl-: OOSn 1,/999 (8-9) L/240 TCQ.: 7 %PMLxtnsxaa: L•b 14b: 024(5-8) knot ow 6 Bat, 0 nor-; 125% Craq,Faax,P=20 =: 'I 10 Pba:pTsas(Jrea, k (131ay3A.) (2:1-12,14A.) (3"Q 4t,90) (4S}Qi-M) (5:1-1V 8A) (63-142-3A) (71-1*W) (a1-123-8PV) 10-123S0) (11:1-123,M) I Reaction ummry Jr T j Cmibo 1Wh Maim Br�NNh Ma R— M.C— MaxNM Max fdl Max Flxie 1 ifi(NhTj I 8i, C._Masoay 314h 350bs - -273 s -273 bs 9bs 6 HRoI(LIbIJ I 8b C—Maxxxy DO 350bs - -2731s -273 hs Oh; Material ry Bracing Summary TC SP(#-�2713)A23:4 TCB,.ft Sh.64mapt15:20000 BC SP( 21I%22x4 BCB ft 9xaf�orAxisa�i7-0,Auind b701,as Va., SP(. 4 Loads S it 201:ha3z. mry 1)Th'stusshsbendgaxdforl,edfasd,x.b 10(eibotrndvdivekadPYsdadlvd; 2)Th'6auahasbm; rorhedfmsofwid bad;na®rdanxsA9CE7-IO, fefotnw,g,�dfrbi'ryx¢160mphahna�EgxtneC,FuulyFixhrel,GabbFr(yH,iL;gCaegaryR(I=IDO),Qcali38g ' LSasdOfix4733R L15ftNxFnd7meTma,F&i .d..b-6dmdnQr1(0,OCZa,e5Ydh4fL ' 3)Miii—seagan-badignnogdv_w,lBCTabt1607.1 h—b-.pp%a1 Load Case Lr Std Live Load Point Loads Menbc Loa4on Dimon Load TrbNM Tupo,d 3A0 Lb Ohs t Bao,d 3" LIP 29bs Topod 44112 Qnm 20hs 24n Band 14 2 L. 8ha 24b Topo,d 6412 LMv, 206s 24n 13ao;d 6412 Lip 8hs' 24b 1� TaPcd 30.12 D— 20 bs 24b �\\\\r`�M-B�F9/�� Band 8412 tip. 86s 24h A� �T— TopCfd 9-I I-4 i2oun Il1bs _bh 41GEIV& BaC d 9.114 ilp B 24h Topo,d II-II-0 M D— 206s 24n Band II-II-4 to Bbs 24h PE 051 TTCM 1}11-1 ILun 20Fs 24h BmQd 13-11-4 Lb 8bs 24 i, TopO.d 15" t.), 0bs Ulf �„ A,Baod I.i40 L), 291a ( �S� O WOCEAmp7orh'qq-lenn4xJberim,il.dnar-�aaA at>+asr.Tled mdl,;:i`1ni5ainn:winvdm4ti�uni,n�dmpvurowagp:d(ytrTrusMaa,faa,canin4x,gcntieun,nr3•andmnlisc�rdienfu,mnnsafal,ty/rBuNnB Brian M Blealdy . T2m�eAm,la,bisda bR;dia�aaA,nnxx rpnf iarsla,€i`eia;;4-`asl'Ty'aiki fit(rnnsattgKxaaM�,9xn nSeieww•Ings'nda,e'Tmtoam mndnR('vna1N 'Wk'frra.Idinnlnramtir4nAlmwvrPh`sdrefM Sm Fn 47&61 [b axallrySinp i,Slate-reCa,gnrp;rn:i,a,m,br`i:xil,EFt-n62.AFoxvm Pl+�are�k3'4c,nL�si fdpbedickrMmaltya=1s^wtrd,'r,du�an lsla phror7.Y1Y,u1,ii,iSeaszh'ghu�v,ls29�rb- z590T:U�t{thR F134951 Southern Truss Companies,Inc. Tn1ss: C3G i -: Pr6;ectM i= 3452$ Cm PC. "r"` v'' ' SOUTHERN 2590N.kingsNghway TrucsM goer fl3c �# ill�«nTM TROSS FratPierce,F134951 late: 6111M18 103 28AMv1 T COMPANIES (800)232-0509 (772)464-41.60 (772)318-0016 Fax Page: 2(3f2 Vervm�161 3[Bold](lJ MaleriA L�3tala i sm 1564 Span Pitch Qty OHL ORR CANIL CANPR PUSS Spacing WGD/PLY 1w 5/12 1 04M 01" ](W 140 1 12 in 1021ts Load Case DI:S DeadLoad Point Loads Mm,bc I 1�afu, .Diuisb Load Trbvkh Toped 340 lip 14k Build 340 Lb 12 bs Topaid 44I2 Da— 3bs 24k Band 44.12 Lbwr, 7bs 24k Tapad I', 60-12 D— 3bs 24n Baa,d 6042 Lbws 7ks 24i, Toped 8412 wn La 3bs 24h BOIa,d 8412 Dassn 7ba 24n Toped 9.II.4 D— 36s 24n Band SL -4 Dmn 7bs 261 Toped II-IIA Uauri 31s 24n Budd II-11-4 Dan 7bs 24'n Toped 13-11d D- 36s 24n Band 1311-4 D— 7tr 24k Toped IS-0-0 Up 141s Band 15-00 111 12bs MemberF9rcesSul�mury TabbndoesMmhrl[�maxCl,maXaXe,roaG(nmmnpera¢ESdree.(mmmazaXel(aaj iC 1-2 'I a254 -n4 hs 3-0 0350 -1,7781a 56 0253 -7W bs 2.3 0350 -1 786s 45 0346 -1 78 is BC &7 '�I =4 709 bs (-583as)&10 03G4 Ij78 bs (-Ip151s) 11-1 =4 '091s (-5$ihs) 73 0255 'am -5976s) 1411 0YO *09 bs (--WW was 2-11 0042 1336s (41.)3-10 Q079 Mbs (-1541s) 5 4 3 02 593bs (-552hs) 2-10 OSA4 5991a (-552bs)4-8 OA79 250bs (-154M)5-7 0.043 135bs (-22bs) TYusfto-}`.'-�YI�''��'Connections Summary ID Ili(]nidTns CarrvimT— cuoi cfLm lv21. TT3 C131 C3G 340 45dg 71`9 DI MI 44-12 90d% TT9 331 C3G 642 90dg Ti9 Dl C30 &0-:2 90dg TT9 DI 430 901-4 90dg TT9 DI C3G II-11-4 906,E TT9 331 C3G 13-11.4 90dg TTS - 1731 C3G IS." 135dg. ' N01e5: I)TR&6 bba d 87-10azrdamndby8c207Fb idaBd6,Z L& ; 2)3y,Qrandlirc aalxwimlardhoixmbl�mrsduebFebadpishnepmmpmatofddltiX,dmbd®dhaQmmp,nalasBO lLi(Ku-1)XDdI IIisam&rm�,AT.91(PI 1. 3)Skhlddpla5a l 2DgL 4)Aqua4ym,uol(am},Cq^IDO,hazbm,appT�bl,ephchbalr�tas,¢dgmv4baazsyailulb7fieTnssMamd'amepaN3/fA I-2N2S¢rin2.d2 ' 5)R—k.deWaedr.' pewap}dig r 6)U.d.idgAfi- 7- .MWFRSD,lyledrg i I I i i V\CElVs-,��i/ PE 051 !lam-* i OF lCnCEA¢Tgn(4,'s ahiltrfuniiWbixacf .usatr.Thar,orni.nin•iYminnsi;laadmd na'aaandmN.mvisc�s[rlbytxTn,asUe�.daors.ed,diss�X,i,c,avragand,m,plsu<oflni,fmms,iX,as(nfiiry•IxBok Brian M.Bl LLi�vAsalond,n r,grS.:ula¢gontvfpSdarS�re,Imgrmiye,ey,}rat,Zn'!o117(arh+lsac¢nryc.•,msdegnAwrtSclxasx'py�xrdlY'Ingrxom)nf em CGma�x.�^pa8eraaalYma�i,r„uroaAs¢maX.pbazsnllx mWy Se,nEmO6Qt1 rtunufaa.slly N�sr 7-rCmqurp;Ianam.daa„sa,La+.27(1.au,vunrplraarealpa�.K,mtu4xg.,;iitlph�•oee;roknwatye=IsX.l d,is isan laps rytw,rrselssslia,i ua,.sah�A,bein lsg-asgepLc byONr.:h,wd:RM Fl34951 I ' II ' Southern Truss Companies,Inc. Tnlss: CJ31 :: .. 2590 N.kings Highway Project cIig .. r- 243 SOUTHERf�i C4n,parxxlL 'I11tauT" I BUSS Fat Pierce,F134951 Date: 611)2W 103(l29AM ve IC T ' COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: I oft at:Nkrsi 2017.,[Bt@d 14] ia)MaterDahrbe � rso:io1564 Span II 3535/12 Pitch Qry OHL OHR CANFL CANPR PLIES Spaciog War7PLY 417 4 04W ON 14-3 000 1 12in 1211n 4-1-7 ~ 1-314 2-3-9 1-9-14 4-1-7 12 3.54 3 1 x41 o � 1 2x6- T4 101 J2 C3G J2 B3G I I I 0-" D-M I 1-9-14 I 239 4-1-7 Loading General (N Summary Deflection L/ (loc) Allowed Fad (pst) ftC. FBC20171 TC: 0.13(2-3) V.CR: 001 b1P L1999 (4-5) L/180 TCLL: 20 TPI1.2D14 BC: 025(4.5) ths1L Ob1P L/999 (4.5) Lr.W TCIL: 7 Rq)Mbrlmmrc: bb Pb: OD5(2-5) CamttF17L" OD4•n 2LM--4 (1-1) ZL/120 KILL: 0 AOI_: 125% Cam/OHLL ODI a X1999 (I-1) 2L/120 Bm 10 11-M ODI b 3 1he0f1'S�L¢X-' k (15.42-2Il) 1090. (S:IQ7-8.90. , Reaction ,I ry IT T ' Canby Fltlh Manbl Brz\Vdh M.R®d Maxe— M-WA Max M-Fbr¢ 5 Pn(t169 I 113136 CmaQItl 3D06 596a - -49Its 49 bs 65 bs 4 HRW(I'nes) I I.5b - 3D)6 95 bs -41 bt -39 bs 41 hs - 3 FBiof(r=)- 1 ISb - 300h 11 bs -27bs -28 fe -28 hs ohs Material pnmary Bracing Smunary Tc SP( 2DI3)r2h4 TCBremg 9iwlr¢Ia V.War6-3q}la(ndr b yOd— BC SP( ]113)A22x4 BCBramg Sh tgdaaxirsat63QBa qd .by0h- W. 8P(III 2012)02x4 Loads Summary 1)Th•' hasbaar inl1,f. a6d b100bM dadfvebadphsdmdbad; 2)Th'en><sshasban �' fahedfeasofnird badsbamdarims�,�7-IOvirfrfokaairg�ddadipe lGOmphulinakExp¢are�FulyFi�QCnhl�F6p9rddigCatguyBQ=IDOkQaalBbg U-40fbx4733ft-'15ft74 7-xEd—T.�,TFtcarA,.b-,&drar1tO,OC7anewdh4ft 3)Mbmunsbmu:ba&�ba®rdarm�TBCTahbICA7.l hasnorbmia�Nt Load Case 11A Std Live Load Point Loads Mantic L..f n IImim Lad Ttb%ydh TapChd 2-11-0 tip 13fa BaOd 2-11.0 lip 27hs TopChd 2-11-0 up 13hs 1 BaChd 2.11-0 $ 27bs Load Case DI'StdDeadLoad \ M•B4 Point Loads N Menba �I L=ion IYmon Lmd Trb%th TopChd 2-11-0 417 bs BaChd 2_II-0 >¢ 17M Nil nCTapQd 2-II-0 l¢ 17hsPE 051 wchd 2-11-0 1}r I7 ba Men%er orces Summary TablidL,�Manb,111.xC5l,naxaxhlfam•(naxmnip:fa�8dfraaafmrn rexaxh1foro� k*- A,- 1 TC I-2 0.I26 LSls 2-3 1.134 -236s 1 ST BC 4-5 'I 0246 Obs 5•I OD77 65hs (-14fa) i \ /� OF Wt. 2-5 j oD48 1511. (-Di b0 �7f� 1 1111111 , NJfICEFarfryofdrn'.. :rnilc0aniixdnhcomiomnraar.Th i=3n,orhi;i.in itualnei:isls,..nlaract-+naereanarapi.mu,syyL+ty IrTnw.Man a,sard rdesrgcn roam.aq•anaa.nptn„sotru:annaa,er.nyfK&run8 Brian M.BlmlJy . LtnaA�lmifs 'Isisgbdulsam7rensofpofe<ixelaw�rmign�..>s�2xTgs�y foh:eunanryY.mrhs',rAmsn Sa:luara{vgrrrdhe'fmiunminGmnfi�&Cu.rzlxc-psf add'u,ruinf minnr�ra�mrphesJnitrE-,q76051 neradsaaedbySrn it�a12Ti•Cumry�;in�baanrdam stlrEsR•27Q..41,va mrpbram'1)Lm�wlxi4•sprSadphesehfobr�tys=1S'ulich id'amnl3gar�„phSrc5Cl8•.uhiirniar_sali�bein i8pagzphb 1s9ox 1:.mtihRtin�Fl37951 �I III ' Southern Truss Companies,Inc. Truss: 031 2590 N kin ProjectName: 1452-B SOUTHSOUTHERNgs 1�1�Wa y Tnt%D*oa db- c >�n IllwiasTM TRUSS Fat Pierce,F134951 Dace: NV2018 10-3Q219AM T COMPANIES (800)232-0509 (772)464-4160 (772)318-00.16 Fax Page: 2of2 %[niaL 2017.�'[BuBd 14] MacarialIJa � > 1%4 SpaD I Ptch Qty O3L 03R CAN7L CANrR PLIES Spacing Vur/PLY 41-7 3.535/12 4 Gtw 040 14-3 01" 1 12 in 1211s Truss-to-t ,I Connections Summary 1D �Ca,ndT— Cam' T„es cmvicff. A,ek Tr7 P- _ CDI 2-II-0 315d19 TT7 n ml 2-II-0 45dg 775 CB3 M 340 315dg 775 - CJ31 M M4-0 2258g TTS cB, OG 3-0-0 454 M iI CB] CiG 15410 135dg . Notes 1)Thid,;wk nsd E7-10a rdf dbyhe21117FYvid.Bdf gQde 2)�OtardFln4ilandMemaiddY6orsArofve6adP4alm�,mnTa,enofdflm,dumd®dhad,mmpmfasTYfl 11.+(Ka-I)aLlfl G:�amda�A,�49lrP11. 3)/giafrymmolGmr IDQhazhm,appFdoiephrbcnl,®nmd_dgnvdhsazsp¢ifal6ykTnffiMwdaa�e prR•9IfN 1-2M2Sin242 4)Tnw,au� 'sfrrgraphmlimp,mconany Nargcarohcswoalca.,�,dtalbcp,midalo®hdraa,mmana,d„prE�a,aw,nixBa�nsmmay. 5)L'e d dqM .n base-MWMSChfjba E . I I I I II i I I' I � I I I. I i t li M PE 051 A.- 1 STA OF 1•C7fICEAmpyofhu dalkficn gkexim.xxrtamr.11etroofhsiSnilnlnesclsadmh:Ya,aui,nid,��rmn,E,agpGltrykTnn;Mam,lan.raMnfix,gvntlR:nmsaaardum ,nni,ronn,d„ rornbykm,a'ng BriulMBIM* Q+37nA:mlmhe ;,g:diaecaml,nr�xorporutinlmsiximgrc7cre{,Tiys�ayrml,eneFanyuannegnJ..w�asn:+�arwwgcandi,c"m,ryx,minr.vicnsen,ualnr�s{ngeraadr'imfnre.nnrunNnmmnl+csdmnr rtumdaynibySin �9v gTcCmgo,ry,I2na,m,LnYuY,E9t-^_7fit.N¢mnrr6eare�p wUxi,ey4sif:d �b<nrotrn�edhya=l8'uhi9,idc,wnl3Lvuxph;mSilY,uhm id®san�J,uebn lspugTne 5"°Eg'il76 051 2590N IvpsiE3�RF6mR37951 Southern Truss Companies,Inc. Tn1ss: 04 dig 25 0 N.kin Hi wa Prolectiv�lnc 1452� I' sDl1THERN 9 °� " TrLmD©gwr. mz I TRUSS For(nerc2e,F¢34951 Irate: 6n2018 103a.30AM CMi});xi('41t IUDQIiTM T Ct}I1PI1}lSI1l1E5 (800)232-U509 (772)464 4l 60 (772)315-00]6 Fay Pam: 1 of 2 \krsiort 7DI6 3[Bt@d 101 Material Datahi l rsiar 1565 Sr. Pitch Qry OHL OUR CANT CANWR MIES Spaavlg WGT/PLY 5d6 3535/12 2 040 04M 14-3 otw 1 12 in 1611n 1-9-14 _ , 3-M 1-9-14 5-6-6 12 3 3.54 0 1x4 k 2 O 2x6- 1 , T4 1 x4 1 J2 L2G I ' 0-0-0 0-M 1-&14 M-8 t 1-9-14 5-" -- Loading General CSI Summary Deflection L/ (loc) Allowed Iaad (psn B4c.&-.. FBC20I7/ TC: 017(1-2) VACR O03nLP L/993 (4-5) L/I80 TC(L: 20 TTI 1-2014 BC: 029(4-5) VnLL: ODI MY L/999 (4-5) L/240 Ta)L: 7 RpMbll—: )•b X%: M(2-5) OMQtTL- mil 2L/489 (1-I) 3.n20 BCLL: 0 MIL: 125% a dCHLL• 0D22i, M1999 (1-I) 2L/120 BAIL: 10 HnCPI 0Mh 3 PheOTss JM% ), 0542-2a) (2"34 ) (5:1 ) Reaction ummary 3r C—bo Nt& M..iJ RqdBr9Wdh M.Rm M.CG M.a Max MaxH�a 5 P" 11) I 113M, Ca MwvM 3DOn 48bs - -54 bs -Sella 7865 4 HRd(r I ISn - 3D0i, 57bs -11 bs -lobs -IIbs Ohs 3 HRal(rrus I IS i, - 3DOh 201a -7la -42 hs �12 ba 0bs Material ummary Bracing Summary TC SP( 2013)C1,4 TC&.ig 9swl�da'AnSae1634ZPlufii 'nbyCtl,es BC SP( N113)A22x4 BCBra6�. 9aMorAaiaat630,A¢isdcprb7QMx Wbs SP( 2012)n32,4 Loads Suaty I)Thcvushas dagrelfaheEreasAolOp4botandordrvehadpludmdbd. 2)Thi:_hss dc'gdtorMdi'�ofwid had;nemda,�ssh49(f7-10 l�efobu:guadfi�ip¢I(Ar�hWimkEgganc�Tvly&d ,CnbL-F(P,&�hGgC+�ayIIQ-1DO�onxlsng r➢,¢40fa4733fAt U$IilEd7 Tm N*.edl b.,.a &DM-1/A.CCZ—Wdh4R 3)Me— rcbafthn rda ,ATBCTabLl6D7.lhasmb=aK&t Load CaseLr:Std11wLmd )'hint Loads Manb¢ Loafon U-b. Load Tb%Mdh lapChd �I 2-I1-0 UP 13 hs TopOd I 2-11-0 lip 13 bs Bond add Lp 27 b; ,mot t ImdCaseD aStdDradLoad � \��P1`z M B Point Loads I,� Mew L_. Mor. L d Tfi3ltlh /' _\G & TaPchd 2-11-0 TIP176s \ F BaQd I 2-1 I-0 Lp 17bs !7E ` TWChd 2-11-0 Lp 17bs 05 BaOd 2-11-0 tip17bs t— = Member orces Summary labrQMIgma.c�. a:a1r (na w.�.raaddereaaeon na¢axbu� l Fa- 'E 1 TC I- i 0.169 -92 ks 2-3 O169 -Il bs -Q C+ QQQ it 0237 ON sI Q095 78 hs (-14bs) i \ ST,� OF V.6vs 2- I Q060 190 ba (-77h0 �O�` �� y Tnw-to-trtw Connections Summary // �(��.�OTD Tn CamdTsu¢c 04 ©2 1:41 V (�\\ TT9 P_ CM 2-I I.0 4 ft �Ili; ZONAL O/ TTI CFI 1220 4-U 315dg / ,Il 1 f t 1111\\\ TT I C34 L2rj '8-M 225dQ NJII(EAm{yofd,'�qn,.iattefumid¢doica��amaulh.t:Fmol'hi.ix6.C4al�uabhmlmduen.ri¢i,aidrapumwrocy+pLslM hTncr.Maixrfavnandnf�.,ganlcamvaa ani.vn,plvk.�.,rek:,r,a.,�.rM,hy+rlmu:,k Brim M.BIeaW [1i�arnsala,hBawi�)d'�a¢saaq�n�•nrrynrers¢mlmgnm:,gnyx.Kiag'colt,rorlw:mxan,P„a¢e�,iJses,wseh urwCendi.:'lmpx:.,¢1srfm,.ann.hCovalN>L'pagrraadiiirel:,famannNamnrPLustatfie SEnA#76051 -��.Tsb�Smpzn�mg-T�•mgvsO;In:iiaandsnxsad,F_92-2762.Nnmarpis�arcXlgeu-+{,nlvhq¢vtadPhe;nei:fnaardlys+IS'whBi iiuua.�lsgai{ephea'S`�'1S•.,ahl,nd�a�a nghnni+n lsgnp:phe 255f�H l:reslkfi.kFomFl34951 it Southern. Inc Truss Companies,In T>ss: 04 Il a Project Name: 1452-B SOUTHERN 2590N.kin�Highway Tnml3-%q=-- ate TRUSS Fore Pierce,Fl 34951 Date: &1 01s 103030AM Con"T01TT ff't COMPANIES (800)232-0509 (772)4644160 (772)318-0016 Fax Pa.T: 2of2 VUSIu2201 3[13 101 Material Datata ;uccsion 1565 Span ! Pitch Qty om (HR CANEL CANER PLIES Spacing VXYMPLY 1 3335/12 2 000 04W 14-3 00" 1 12 io 16 h ! Notes u gT,sa�nst�d e�-Ioa�m�hyir��Fld;mtcm ; Z)thrCRaidFhzQt idiew®la�df�eaiatd9v'aedutofuekudPlslieoe{r�'enofddkundeodmdteQmmp�asDdl ll.+(I:a.ilalkll DLhunnfanxwYiN9/fP(I. 3),q-rym.0116 xcy-rmtrstenappwofcp>selaealmiai¢de�valnas odq•AeTuaaAUw6aucprATHm'it-xpzsa>va xaa 4)T� nr«p�aph©r.�.wenmy nha�a«oe�ammalw,n�n�a�hepo�ddomaie�rws�„amimuLdownni�erw®nsanmy. s)UAA..;a,prA ba.,d-MWFCSWbb-fia i i i 'I i i f � I r ' i I I ' I I , I I Bk �N��\Q-�P E PE 7 I � a- !l•-'c' i — ST,, OF OVAL T.Oil�tvep)ofd.0" Aalbcfinni3�Mohmv�nmvawcTkd�orlie'.drv�Lol�usi:1¢a+1m.i'iatruaidrap�nmuecy�+Fdtr�•heTrua�f.ndae�veMn;:�on iramaayardmn�lma<oftMnfmn�nnaf Imhajm�£CaAmm�ditmySfunt !wisgoigdor eescammpgoa��mylorefphuafmsa.m�or leb^mEi4ge-rnszvc.�alFmy:molm�'frr§+e,�snarces�an�yu.g.SwwdLay h�ydoewinrasirzhhee�mcwir:rryomgrwa trdyaka^=imlsi-uwrnn mi:ndru'a„uaroann KlRG•�„ugre�nh3K�o«"'ryStlgleYrr,wanddcui:dnial6ercmah,n'€hro vi.anLna.lRe.a«rrfloihnrho�h fiyei�nhm 77-M Brim M Ble ky:.-MA RTI.-Fl3 f9 I � i I I Southern Truss Companies,Inc- Thiss: 07 .z." 2590 N.kind Hi ova Pro�eclNanle: 1452$ ." SOUTHERN Y -1-rLeiDe4a . dx: CD11pmera 'Ihlfi(xem TRUSS Fcxt Pierce,F134951 Date: 612018 1030-31AIM ; t ! COMPANIES (800)232-0509 (772)464-4160 (772)31 8-0016 Fax Page: I of 2 Vkroar 2017.11[861d 21 I Material Datala, !waiat: 15615 Span Pitch Qry OHL 011R CANrL CANCR PUS Slating WGT/PLY 10-512 3536/12 1 04M au 1-0-3 0&0 1 12 in 39 N r 10-5.12 1-414 4-11-12 I 3-8-2 6•9-10 10-5-12 i I i 4 .12 3.54 F— Sx4/ II g N ' N t'a tx4 1 R 2 1 3x4- I , T 6 5 1x4 1 2x81 7 1x51 J3 J5 J3 DO A8GL i 0-0-0 0-0-0 1-9-14 4-11-12 3-8-2 - 1-9-14 6-8-10 10-5-12 ' Loadin General CR Summary Deflection L/ (loc) Allowed Load (psn Bldg(u&: FBC2017/ TC: 031(2.3) Ih,CR OD7b L/999 (56) L/133 TC L: 20 TPI I-2014 ac: 0.47(6.7) MnU-- 003 it L/999 (56) Ln40 TCQ.: 7 RpMtrimrax: Tb W@,: 022(3.5) C dCRlL- 09b Xa43 7L/I]D BCI3.: 0 DlOL: 125% D.JCHLY- 004 i, 2L/840 (1-1) 2L/120 &II.: 10 R.M. oD4 i, 4 Phear-2 k (13-02-20.) (21-23690.) (3:1-II-1416) 51 .) ( ) 0"3-0 ) Reaction 4m.-T-n-Y 3r Type Ek3zWOh Maeb1 M-P— MaaC—Up60 M.WFdl3>>fr M-Lw M.H,ric ' 7 7'n(V14q I 11313 i, C—ft f my 3DOb 3906s - -212bs -212 bs 110bs 5 }"..(T.) 319 bs - -181bs -1$3bs OW 4 HRuI(frrx;) 1 15b - 3OOb 90bs - -741s -74 bs 01s Material summary Bracing Summary TIC 91( 2113)112s4 TCBradag S dWorT%;r'-w63-0,Ba4,d.}pby0has BC 9'( 2013)A2.4 BC&.&g 9.tKdo Flufrsaz6347,R f.&*by0tms WN. 91( 2D12)A32a4 I Loads Summary 1)Th'sar�hasbmi ' ralairesmaw lop,�bdundisrdcKkadpls6sdbad; ' 2)Th'snssFnsbm, torMd4'aEofaid naonrthrm FS(.E7.IOafhhefob goadd.Wipp¢It4mphutiw;EN-.Ce T*ErJavd,CeH4T0Bui1-erg®tgayn(ImIDO�QealBtlg Lins40fn4733rt'-'151kHx&dZ—Tr-�N:i cedabmsdm&DCLPI.60,CCZu Vrdh4fi 3)Mia— d:6advgb.-M.¢.ifiIBCTabbl6WO7.1lasmt—.pp6d Lead Case Irl'Std Live Load Point Loads -' M—bi I L..f n Di.*n Lmd TrbWNb TspCld 507 11— 121, BatCld 507 4 51s T"pC 507 lbws 326s BaO,d 507 (4 5 ba TipChd 1 7-10-6 inn 71 bs Bacd 7-10.6 Dmpr 4k \\ j Load CaseDl StdDeadLoad `\ �\CE1V19 Point Loads PE 051 Mm,bn iaadn Dr®n L d TrbWdh BxQd SD7 Drm 14ft Ulf TopChd 507 Dra, 9Ls Tq,Od � 7-106 Dnm 27hs 7::-- � `((f, I-,/jLf OF BnQd 7-106 Dmn 37U % O resod 7-106 m� a>A / .(� �f ��j�C/ 11nOd 7-10-6 loon 371s �i \�`O ID % r/ \ Member orces Summary 76k�meeMmdvlgma( ,maxaahlfo¢(nnvmnyr.fa¢Yl aafmn mxaz'alfsol //��c�iO�/— _`G\z TIC 11.2�I 0301 4111s (�471141 2.3 0303 --M s (-536ty) 3a 0254 751a -606s1 / J/AL SV' \ AC 56 i 034I f06 is 6.7 0.466 106ts 7-I 0.466 -497M W9s 2-71I 0.120 3786s (-255bc)36 0094 232 is }5 07.0' 6931. (-SlOhs) ,L717ff Ampyofd,'s'- 9all,efiansWoheemimmrrcaar.The,tent,ftwid'+i5n4nesi:la=DimrL�nu'vvbardrulrvmnmapSd6a•IeTr,xsMaruraavand,rfsrq,,x,heamuaq ardmnplv�oflrnf r�,,.>:rne,tw•a,rtn,at.,x Brian M Blealdy RpcA�lon h-s �ai(guduasuyurzofr.ofa,aule,g'.mi�ryrnxbyT•s,�fatrnnsomrousdegndrn.nSclem,aµagaidhe"Imp,rt+minfanncn&CvwalTl'rygerssrNrtYnl n(mmicnNunmorpLtss'n41e EnW�I mamLnnar�bySm ''9or�T'eCm,paryrr�baaadaraxaArE4t-2762.A1mrumrp6esart7Dg,w,rrmLehcRn£,dpLv mecfnmunllya=lS'wl;di niiaNan l3�rgcpbRsSY1S'.and,niiatiahthuefin 18gap, ,- _+90t:F:.rSfrsh}i F134951 i Southern Truss Companies,be. Th s: 07 ^^ " SOUTME6�K 2590 N.kind I�ii}iway Tr°,jedllame: )45$ CamnTwpoacommi TRUSS Fart Pierce,F134951 Late: dlrzols 1030.31 AM trsi 2T„�,1�14ild COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax P°!: 2of2 Material Data verso¢ 1565 Span it Pilch Qry OHL OHR CANIL CANTR PUFS Spac'vw. WGUPLY 105-12 3.5MA2 1 0-0-0 ON 143 a" 1 12in 39111s '[him-to- sIss Connections Summary ID YC.IWT— Crnvie'r— CanAgark ArO 712 I B _ Q7 507 315d� .TTI_ B CR 5417 45�g 7T13 I Oc is C17 7-I 3154 TTI3 I 35 C77 7-I" 456% T77 W A4(L 34.&0 2254 . 'Notes: I WW6Wcnas.d E7-IOas�d'emodbyh7lA71�ida Code 2) s6ebFekedp4sfruvpurgnanofddlnmduebdodked,mmpuetasCdl lli(ICv-I)xIN1 IX.na®rdaim�hN9/fPl 1. 3)Aquairymmdfaa«Cq=IlD,latnm�appLdbleEbalia%>atnwY�sasdbyteT�Mamt nmpcAT•HIIPI I-2($02Sa�5.242 4)Tn-w— sr«gjaphmr�mp®rmmy aa�e«drw,matem��ndtan,epwdafbmaZ�maad,y�viaow��kx®ao,su�may. S)U;duW.pffi b d.MWFRS&1ybsdg . I i r ' i I I I I ' I I I PE 7 051 �ST OF � \��( Ili; ZONAL TUII(EAmp7ofdu: dnlbermneiplblreaem�mnramr.ThMc�murfii:: alrugel�imdc�jia'vea�drapummunq�L lbyMe7tuaMamifanffia�vi rdisipmlram��andamtivesnfMnfmmnTafrahbatrc13i6i� »A�io�n; 'W;gi�dm�a�,nn�orl.or�naimg:m;��•�r n�n��o,�,„d��,o,�n�+,�,.�e�+d+K•Imp<nw1�r«�nx�s�alrn«•'�r«a6r:�.nrl:,nna„am�,rtd,ganetn Brian MBlexl;ly nmmdanu�bySm ,��r�nm;in`�•��Fs+-nhz.aa.�«pe�a�par�w��kyrir�pn�aromwanya�iswna,i,��an1s��«•s1><.nnmid�ocan�,u�an lspn�c s,nE�.i:r�is1 2+�ON l:.sl fe3iR(5nzR39931 I� 1 J Southern Truss Companies,Tnc. Tniss: 07A ngSHi qua PrgeLlNdme: 1452-B 2590 N.king;Highway ThmDzs>Iler: dbc TRUSS Fat Pierce,R 34951 Date: 6112018 1030-32AM CmgbDellt Eli M 1CDIMPAN IES (800)232-0509 (772)464-4160 (772)318-0016 Fax Pam: 10f 2 ' lkni0m2017. I[Build 2] Material , rains 156 Span Pitch Oty OHL OHR CANIL CANER PUSS sp-ing WGr/PLY 9-0.13 3536112 1 Nw 0-00 04M 010-0 1 12 in 37 ft s-a13 54-11 , 3-8-2 5-4-11 9-0-13 d 3 12 3.54 3x4/ 2 N t 6 cS 3x3/ � 2x101 1 ' 1 i 1 T i 5 4 1x4I 4x3\ 6 FJ31 Eal J3A I FJ-5A—lABGL , 0-0-0 0-0-0 I 1 4.11-12 3-8-2 r 1 5-0-11 9-0-13 Loading General CST Sunmrdry Deflection IJ (hoc) Allowed L®d (pfl BktgCndc FBC20171 TC: 06I(1-2) 1b4CFL ODSb L/999 (4-5) LASO TCL: 20 T191.2014 BC: 0.40(56) VnLL- OD2n LIM (4-5) 1.240 Tm.: 7 RipMbrfm 11a VRb: O27(24) H-M. 0A1 b 3 BCL: 0 DOL: 125% OvpFamr,K-20 flQL• 10 YbeOfl'sa( (1r4-3.4190) (21-12}2161 (43153dP3 (5903890) Reaction IS teary 7f T. II Can6o Bmxvdh Mabel W±h M.1t= M-C—Lw M.VkdW M.EW M.FTa¢ 6 Ifi(VbL) �I I 10594h Cm M.." 3mh 371k - -198bs -198bs 12ON 4 HRoI(Frr�) I ISb - 3mh 3666s - -201 bs -201 bs Ob. 3 }TRnI(Tnes) I ISn - 3mn 961. - .71 bs -71 ba Obs Material umufary Bracing Summary TC Sp(ATS�2013)h22x4 TC&ackgafg 9rmlWaAvieai634),IkxGid�byClxs 13C S'( IIAt^Sx2113)h2b4 BC&s s,whelorFLrccu6614nvc,d hiOhes wft S'( 2112)k32r4 Sdc S'(�1LSL M1314122x4 Loads S �lu I)Th'abrahasbear � forkdi¢SAieb lOpsfbntrndbrdkvebadpicd®dbad; 2)Th'sn�lasbamds�d(fedfeaafwkdl>adsh�danmwtiA9�7-wv�ktokrvg—ddh!dipt l6or�hulmaaE`qua.d.FW'FidmdCebbkF1'i> 1^SGrgayn(I�Im�o+ea1B1� Li.40Rx4733 fib=15fkMErdZarcrnm,,FYd..,A.5.i3.dDCL-1E0,CCZ—Vrdh4ft 3)M'hinwn. Smi�ba&Cbamdanm%%iiTBCTabb1607.1 hasmbmappial Lmd Case Lr1i�SO Like Load Point Loads M-bc I L=fan Dili. Lmd TrbVAM TopCha 3-7-8 D— 43 bs BaOd 3-7-8 TLon 7bsTopOid Ix BaChdid 177-8 Lb 5L \\\ 1 M. BaChd bsi — sbs ��\Q,\P�--- TopOd bS7 Door 71bs BmCd 6-5.7 Lbws 41. V i �.1GENS+�.��j LmdCaseDl'StdAadLoad PE 05� Point Loads Mmnc� Laai. Dhdm n Lmd TrbSliih TopChd 3-7-8 D— 21 bs ( �' 1 Bac d 3-7-8 D7 21 bs c+ ee 1 BaChd 3-78 Db. 14b � Sr Top d 3-7-8 L3— 9bgTapOA 6S7 Loan 35bs /I� � �, v //4BgOd 1 6•3-7 D— 42Ls ��`O `(- TopOd 6-57 D— 27 ba BaOd 6S7 Man 371. /�j Member OrcesSutnrtrary Tabby tMenbalQmax(S7.reaa.ulra (maaomp.raeed4ra urron�aa.h,r� Ili; ZONAL EN �\\ LC1.2 1 0615 7291. (d121u)2-3 0-107 79k (-65b) BC 4-5 Id 0329 -74462 5-6 0.401 .744 Ls. 6-1 0.401 ai126s 1 VNc 2-5 I 0.I04 2`6In 24 0270 851 bs (fir6bs) It hTRF�Ampyofh'a dnlbefanitadbhm4fan�taar.Thep.Srnofhuird,4Aralmoshasal.d�aiav andr¢pi mmtaq:pkdkykTrw;>Aandadcanire4�upmkasvag•aida.np1s>�afkiifamm6natfoArtyki3uiTr Brian M.Blcdld, LLcpjvA�lmhi: 'uiq,ndm4saa�arrradpnfeeixule�ieei�r�rx�ysolt7firkrusonmrmrdeTm-0pxn:ctraMrp.Enndk'Impo,aininf.rurnn.f•(nualNs�'rygfirndl6-rulnfamannAlonnmpbus'nIM 4inF.re,K7(O51 mandaoaMb�Sn $ag-Ti•Om{rv0;irbnasxdan¢uiErlslt-2762.ASmu�rphesarcXlZbogr wd$Ir;.rYudphrs'vc'sfob tya'=18"Wbdsidiaesan lSp4rQa phGarSCIS.nhdrnd rseli won i8gnga:pht 2+9OKrk,,7AA16¢Fl349SI IJ i . 11 Southern Truss Companies,Inc. Truss: C17A SOUTHEFI N 2590 N.kind Hi lway Ths;x��e`• 7d45c2B — TRUSS Rd Pierce,F134951 Date: N1018 1tr30-32AM �"' '!1 COMPANIES (800)232 0509 772 464-416U 772 318-001.6 Fax gam: 2oi2 Vhza=2017.!1[Bmld2) Maw i l Da lwrsa2: 1565 Span I Pilch Qty OHL OHR CANrI CANrR PLIES Spacing W671PLY 9413 3.536/12 1 000 04W 0-00 00{3 1 12 in 37 Rb ThIss-to-t>r Connections Summary to ctkdT— - Tn c cmyi.906. I! 'tT8 BA (77A 3.7$ 3I. TO D C71A 3-7$ 45d g TTIO 15A CnA 6-5-7 315dlg Till 15 07A 65.7 454 TT4 C17A ABCs- 7-0 315dg 1 otm 1)7lfsdspni 6bl rul CE7-10.,Qemmibyl-M7Ftridanuif gCme 21 3)�LWC smhmii,mappp®Ldmolaxnpyh Me hstraalroaimdn,mr9de,m j,va4llw�uaz,®�pna34'dtaeblj,ehpewT,mu�iMnaemsdla,oaa,mcsp,cwAaTiHra/1mAa,pvNw7wS+n(nFnQe-l+1�) cIkns Rumm,aym. ffixhAS/P1. 1-272Si.142 4)5)F�i.i,d Wd-MWFRSQ*a&Ig 1 I � • r i i j it I 1 I I I I f mst PE 7 051 II � r'�!! Ili; SOMAI ISN'\\\\ rartcEAagYard'sdpjStnlhefumfadndxauwnmma�r.Tado¢nofh's'rd Snlnn�6aadmd5gnoivanl quiurewsgg4s165•IeTnesMamfvaend sunnirasxagandamgln din:dummnnsifal,MieAnSLg Brian UBleaWy LL�cAsalonN's arg�,diasaagei,nvfnoftisnoingimi,gib,nefify;oHyforhy�m,rq�anad�SwnSshranaryg,sMd,e'Ingrraminfomncx,RCn,ealTkia"rygefaaddiominfmraiunAlsrvmrglt dupe ��,��1 a�a,raa.�tysn „�mmgTeCmgnr,Kl,�naa,NanrwE,E9i•2762.AImn�rphe;art20pua;,mL�ic�d�d�esveiA,bWdtya=l3'ahiiindce;anlBp,�epUgor'SCIB',uhihidrae:ahghcev,IBgaugyhe 2590N1vus7bAi.A}6¢F1319S1 , 'I , Southern Truss Companies,Inc Truss: 71 2590 N.kin •H•(ahwa 1'��1�1C ]asz3t SOUTHERN g' Y TrucsDesi m` Cw ''� -, missF(rtPierce,F134951 Date: G1018 103033AM T , miss IES (800)232-0509 (772)464-4160 (772)318-0016 Fax Par: 1 of 1 Nbw=201h1 3[B,@d 101 MaleriaiDambasbyenim W Span Pitch Qry OHL OW CAMEL CANfR PILS Spacing WGT/PLY 1-&0 5/I2 3 04OLO 040 14-8 0O0 1 24 in 51ts 1-6-0 I 0 12 sF— I 2 Tq 0 2xr- I �l T I, i 0- -0 "-0 7.6-0 i 1.6-0 Loading General CSI Summary Deflection L/ (loc) Allowed Load 04) BugCode: TBC2017/ TC: 0060-2) VnCR: 0h L/999 3 L/180 TOLL 20 TPI I-2014 BC: 011)(3-1 ) V.LL. Oh L/999 3 L240 TCCL: 7 RgpMlrl—: Va Vkb: 000(1) CaNCH7L• On x1m (3-1) 2L/120 ECfL: 0 IIOL: 125% Cam/QILL• 0h 2L/999 I ?L/120 BCIL: 10 1 H..at On Aaon.7 b (1}I4-3A) Reaction ry Jr Tvpe B•C—bo BmWdh Mavel RgdBmVOdh M.Reaa ?&XCa lw Me X%WLW M-tw M- r¢ 2 Pn(rnm) I ISt, - 3M, 93hs - -06Ls -46hs -9=bs 3 PbCWM 1 6h Cm M—y 3A)n 27M - .4hs -4hs +QMbs I Material§ummary Bracing Summary TC SP(/II-905-2713)i22x4 TCBnng 3xafial«Axfsat100-0,AxL,d byOhes w aP(IFQ.9]L2D13)b22x4 BCB.,ig 9-M1 P.%at6-3-0,A W.Vby0h- . vAkd I�I Loads Su> I)Th'sn�huhmi fmhedrasBx:b lOpr<hmn dad Felndphshad6ads QM-10YAfwonvgmddm]ipt 160mphuireqEVomer,ruyEd34&bVTRBul5g(2rgmylI0.1MO I 4u73m311� moruydN --=ML-I60,CC7mwdh4ft 3)Mnimnnaep¢Isdignam�ss.�IICTable1607.1 h.s bmiappkl Member 1j orces Summary Tabkixro=MmbclQmaz(SI,,nuaxelfau;(mum,pr.foivdddraanfionmaxaxelruaj TC 1.2#1 0057 -273 hs BC 3-1 1 0.105 2921a 438W Mks NBtm I)Th'sd�i: a,AA:E7-i0urt!eendbyfn7117F1rida8uitngCud: } t Z)\htCRandffazKRartnw®landha¢malddkfasdeofsekedplslme},m,psnertofd<tlairdmdmdksd,mnpmiulld113.+(Kc-I)xllil fIi�e�dari¢sJ,A131rA 1. \\\`,l I I`�1/,/'/ 3)A,paftymod ,Cga100,hasbmtappfeiofrpbeheaim%a wY,saz�T�byMhusMamdampcATH11Pf 1-2D02S'm242 �{ es8aph'.1h.,a immly Ahargcaolcso,ncdlcavrmondtalbepwda5daiatmax�minaM,pB'[-0osviuMR®®r,9v,may. \\�\\A\`S /��C //// 6)l.edwidup i'&-beadmMWFRSodykedrg. \� , 1�_7�L�� PE 051 A, _ ` S1 OF / .r" OF � � 40 IDA�:ki 'i s70 NG \\ NOl7CEAmpyafh�d ,snlbefunA,auneeuro�mu-es.7heee'norh�;:,d'e aolnesutr.da„L ,rouamnyvicnan;cGpcaq•h rn�eMemiraonr»„d n5s,pooreamuag•imda nptvvoofi>Lnra,m6mscrahlyl,eBudtip. Br,=M.Bkaldy + LlpnaAsalmhn�iewigidib�sampunavfprofi¢'aoW�gnmi,g,�govdyryvHj raMnv�mnpmmdcvgnd,wnSsMmsarluy�,xlM"Im)axnixlnfm,aa Een,ezltSns"lager«addigrernramaion.Ala.v.uorpl,aJaobe y,nF,t;nt+u1 mvmfanaeltySm(fc.,9mgTi•0mpu�;inci,a�sda�isd,E9t-z762.AImuynrpinsarr�ypu mil,eq,�dedph�ve'sraM,rdbya=ls'untl, san lapp -phr;«'tW hd,ie aeh'Cfimi.Ispu"phe u90 vl r�)rehx Ba951 II ' Southern Truss Companies,Inc. Truss: J2 Pr6ed liamc: 1452)43 SOUTHERN N.king;IIi lway Tm%D=sgrzc. dhc TN TRUSS Fort Pierce,Fl 34951 Date: N12018 Io-30-34AM ICanpwmt ) CQ6APAN IEs (800)232-0509 (772)464-4160 (772)318-0016 Fax gd�: 1 or 1 Mmion 2016.1 3[Bwld 10] Material Data wr&=1565 Span I� Pitch Qy OBL OAR CANFL CANFR PUES Spui% 'A IMPLY 2-0 0 5/12 12 0110 00-0 w 04D-0 1 24 in 7 h 2-M 0-M 2-M ,2 5� ,x4l 3 Tp O 2xs,- . 1 T 4 5 . i ,x4l B c.,b i I i Loading General C&Sumznary Deflection L/ (loc) Allowed load (pa) BBgcode: FBC20171 TC: 0.I0(2.3) )btu On IP L/999 (4-5) L/180 Ta'. 20 TFI I.2014 13C: QII(5-I) l$tIL• On[P LN99 (45) L1140 TCQ.: 7 RepMbrT—: V. uffi: 07(16) C dCFrR_ 0.01 n 2L/999 (1-I) 2L/120 BCCL: 0 T]0L: M% Q dCH1r. On 2L/999 (1-1) 2L/120 BM 10 RxzCR: ODl n 3 Raeoffe XVAMk (13.142-3A) 02 0-3 13 9 0. 5:143.8.9Q) I Reaction Iry 2r liBwCMb0 BMVkh Mmbl Rtlb M.PR Max(iav M.V"tm Mw MaxRxa 5 M(MI) 1 8n Cu M—y 3006 226bs - -Whs -696s 93bs 4 HRalCrnffi5 I Isis - 3b0n 81 bs •446s -43b -44hs Ohs 3 F cr=) I ISn - 3M, 36bs -306s •27bs -30 hs Oh Material u 'Mq Bracing SUMHA" TC SK ]713)M2N4 TCB-ig 9.fd.P.& s6-3-%P feg ndnby0hax BC SP 2013)0210 BCBmsg 3asfatorllaisazl0{IO,Aaiids onby0haz 9'( it IZJ#32x4 Loads S I)Th'sausahas=la Msdeollpft l0.drrdF baap1sdadbads 2)Th'snlbhasbmi f f—T,, orwidba&-—da— ASM loin W bWm—dfrciiQ¢160mphuFiragE�naaeC,Fu}yFi3md,CmbbFTp�i&gG�uyBQ=IDO),oaa3BUg D:rt40ftx4733RII((�i 1p�, 511Tktrm=T�us,F3l� .e b tide.iLYirI,60,OCZ—Web4ft 3)Mniraxnsoragc}eGba&gnaaadar-.A,TBCT.W607.1 h.—b-appF d MemberIlorces Summary Tablend a ManglgmaxC9,maxaxelfixo(maim gr fo¢acerava6unmaxaxblra j TC I-2 0084 -756s 2-3 0.099 -25hs BC 4-5'1 Q099 Ohs 5-1 Q114 93bs 49W Wbs 2-5 I OAfB 20b, -(-125h) Truss-to- Connections Spry r m I ®nidTma CsrrmaTma C-Vi*Cfrs Ape 7'3 n C14 2-.0 o f \�\P� M,k+"`1//� Notes — — �; �,1GENS 1)Th'sdt�s'sba anA5CE7-Ioasnfaexal6yteE77Ftrda Hs3rngCode � / � 2)rhrCRandfbz aalrsa,uslandlamo�mladkfortdebeetaaplsre�mnryaeaoradlsnm,eba®ama,mnpmlaa�n lI.+(I!a-I)xBdl niieapmnmJsN•s/fR 1. �� i 3)Aq-fyoxaol 'Cq�IDQhasbmsappWbinp6eheals®r r46¢aaspm7ieib)hrmssMamdaoacpe-ATHIIPfI-X1f129nns242 7. Or-t 4)Tnw*s cforgaph'inliaq=63nmy Atmngcorobcsysnaalcmmimsalbepwidnlbeistt xwamm mnh asdupiftdteR®&n .y. 1 � 5)Limlu:d '' taadmMWFRS0*baft Ulf t" A, = tiST —� � OF I /I//;s/ONAL NT10EAmpyofdie' saialbefiani3�adolxmaiamaos.7led notls'nid'ni5alrusuba©lmdeifsi6antnquiamccgp[dtn•IeT uManJamvandni�uponhnoauag•aMoxnplviesofhenfivnartnssfoihtyl<Bodl:sg Brim M.I ilvgn•Asslmh'sdhu'yidz�aaq�aeevfprotea'orolegim:ignymstdiymli�•faMiasanpouudgmJsv+rt51•Aemwpagr idlie^ImlvanelnfmmrtnSCanalilx�"pageforadfibmlidmsaronNarnmpbradalte �F�� mamdamdhySm gag Tifinqer�lrcnasadanx..dsE4t-2762.Naxomrphaare�gay8emisslr�it'uiphed¢'sfahwdbya=lS'ahili i�dc-eltan l3 gaugcplsgarS4lY,uhih isdiatsa hFJstnailRgauZxpbc 255UTd1vwsFfidtR Fl3395I it i' Southern Truss Companies,Inc Tniss: D Project tv'ame: 14s2-B :,,;'16- 2590N.kin�H2b ay ,��,�;,,,� �z ' ` 11 SOUTHERN ilN Fort Pier FI34951 Date: 6112018 M304AM C"� ' 'I><monsTM CQMPAPOES (800)232-0509 (772)464-4160 (772)319-0016 Fax Pagc: I of I Marc 20361 3[Build 10) Material Da I Vc rbi0 i 156i Span Pitch Qty OHL. OHR CANT L CAN-rR PllLS Sp.,9 W iMPLY 360 5/I2 3 040 0-0-0 1-" am 1 24 in 111136 3-6-0 I 14-0 2-2-0 j 1-4-0 3-0-0 I i 12 5F— 3 T o, 12 11 21 T 4 5 1x4j CJ7 CJ7A l CJ7 0-M 0-M 1-4-0 2-2-0 f 140 M2 Loading General C&Spry Deflection L/ (1oc) Allowed Lard (pd) BdgCgde: FBC21D17/ TC: 0.10(1-2) WCR.. ObLP LIM (4-5) L/180 TCLL: 37 TPI 1-2014 BC: O07(5-1) V.U- OnLP LIM (4-5) L12AO TCOL: 7 .Rq Mtrr— Vs VI&: OD9(2-5) CardCHM. ODI a 2L/999 (I-1) 2L1120 BC L: 0 ❑OL: 125% Cam/CHLL, On 2L/999 (I-I) 2LI120 i B=: 10 }back ODI i, 3 l }be00�Jntx k (13442-3D.) (2 1390J 5:14XIM Reaction ry it TM I3�C-1. BmVA±h Maew RgdBTVAM M.PR MuGavWfdl M.Vli,LW M.tw M.Me. , S Fn(V1hq I 8n G—M—" 3mn 214& - -66bs -66bs 159 ba 4 F1Ra1(fn�) I Sin - 3mu 301s - - - Obs 3 1iRd(1'ms) 1 1Su - 3mn 491a - -556s -SSbs Obs Material Bracing Sw mrdry TC SP( 2013)x22r4 TC&adg Sh fkl«raisat6.3ARA d�by0h- BC SP( X113)nN4 BC&ady- SlrafnlvAsisas100.O,Rai,dqpby0t— . WN SP( II 2012)18 h4 Loads SrV I)Thcn V-- I. IIIOpdboundiadk0.dpindsdba& ' 2)Th'siu h.-- f«ledfa.NWbadsnaa d—d'�4.9LE7•IOu�,hero4TMguxh!'.slip[IfO,�hutirekEapmceC,R,hE, CnbL'HF&>aiiffiQ�'n(I�1m�olearBlig DimQ1h4733R-IStLNmSdZm Taw,N&wcrda�bami3adIXlr1,60,CCZa Yrdfi4ft i 3)Mni.- 'iaditi,.udm,¢sATI)CTabt160/.l htvnotb—ppid Member orces Stmnary 'fi tidm=Mmbcrgm=Cs,n axialfoa;(mum Tr.f=rdefantfim azaxalfo* TC 1 1-2 1 0.101 •1541s 2-3 OD82 -46bs BC 4-5 111 O074 Obs -sl 0074 1596a -28hs V4ta 12.5 I OD87 2746s •(148� TYuss-to- Connections S>�ry 1 r J a„s1r a 13 �7 A rus so-� d�5 Tilt 13 07 547 45ft ��---�B• �i Notes i)Th'sddq�'s anhSCE7-IOasrtfeamtlyl 2017FtrilaBuifng(bde � � PE 2)V5sg2ardFiorz arel,eva6alaMhu¢«mldikvnnBcbFebadplahgeyaxnpa,eaofddi�ndaeodadtsd,mmpciasi3lllL+(K-Ilx[k11 LIiiemntaimJsAlWfA I. 3)Aquafiyaanml .Cq=ID],I,asFxa,app6dofnpbebeal ,wbass�ailidbyhTnssMandamcpaN3/fR1-2(.1025®n242 �Jr�( 4)Tr cwaus cf«gaphial'repaacmm7y Nar�pp«oha9,Hurls«u,rmnsimlbepwilaioashen �maana,dupfftdpw,nhd7®gin9manay. 5)Liaduidap b,alanMWRtSOdybed` b A,' k ST� OFO D( iiI/SS1ONAL ENG �1\ ��t I 111111� CnCE/--rygrd,,Qi@mdiallx:f ii,alnMeminmoanx.TlKdvtinofhi:e,d'v'rknl�ur,'sF,amlmlga,aveanlralaiareisuip,CdbyheTnxaMaiadacmeand rdn,qa»kasuraq•andmnp4sTa grhidgma6r,asfotdg.heBuirm Brian M.Bleak)y rsa�A�almha ,,:,Bi,d:��asy�,x,r�r�n,la,�cx�,;,eysat�r«+rn�axap,.�ad�ado�nsy:nx�cpa�ada�•1a,p�.saalaimaaansa„aalr�t•p,E r asrnxnr ron�roania„a,npni�ani(u swF.,ea7rasl mawfa�lySm SLo TrGxryunyrn:bamrdn�u2i F$1-2762.aaa�pbaarr�8as ,e,L•si��mGdpbem�'sioSw,dbye:l4"„nC�idree;aa l8pupe(,tsG«'St'lY,wbil,:diacan'e�lii> nl8geuapbn 25-3 IGe<IThRISnxR34951 Southern Truss Companies,Inc. Thiss: J31 king;HgbNuy ProjectName: 1451B 2590 N. SOUTHERN Tho DcsiglYx. 6-c TRUSS Fed Pierce,F1 34951 Date: 6q/2018 I0:3035AM aCsCinM cn= Ih&M TM COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: I of I T Vom201&1 LB�W101 MaterialDa7wzscr 1564 1 1 Sr- Pitch Qty OHL OHR CANFL CANrR PLIES spcirg War/PLY 34W 5/12 14 00.0 0" 140 0lm 1 24 in 10 lbs 3-M it I 12 sF— L 3 1X41 '7 2x6- 11 � -7� 1 5 1x4j FMG� B3G-j 0-0-0 141-0 Leading General CS1 Summary Deflection L/ (Ioc) Allowed L-d (A WtGod= FBC2017/ TC: OD9(1-2) VAOL Obtr L/999 (4-5) L1180 TCLL: I 20 TH 1-2014 Bc: ODS(45) VnLL* Map L1999 (4-5) Lr.W 70L: 7 R4pMbrl— '9z %Vb: 0,CS(2-5) 0a/CWM 0.01 b 2L1999 21-,1;20 WIT: 0 DOL: 125% GuVOILL oil X1999 2L 20 BCOL, 10 H-(R- GO i, 3 (15-14.7-3A) (20-03-1390.) Reaction unruary Jr _Tyj. 41 MG. BtRVft M..bl WBIRWM M.Re M.C-4m Ma WdLw M.Upm Mtkm 5 F%(%b j I 1.8i, cw M...y IDA 244bs -a ft -0 k 137bs 4 mmcr—) 5 i, UOh 2.5 h -2M .2bs 3 Hmg—)it 1. 100h 3065 -1 k. 42bs 421. ow Material btenal ry Bracing Summary TC SF TCB.&g 9-MwP.Fm.t6-3ARfd6pby0fin BC SF:((E.-7-3)F44 BC&adg 9.dwrcRAIM000,Piufndmijpby0hM WIS SP( 2117)h 3x4 Loads S y I)W.m-bj- frtff=&m]Odbwddk�bdpksddW& 2)TFs—hasb- Di.400.4733 I Nd,..ds.b. m DCLPI6D.00—Vdh4f 3)M'.'— eo.&—kT3CTbLI607.1h.ab-ppd Member orces Summary TC 1-2l 0.092 -I261E !2.3— OB74 -31!n 1 1111 7 CLO76 137 -24ft) BC 4-5111 b� VAb. 12-1 238ft .(-1321.)l Thw,to- zm"-flo's smumary M O.WT— C.YbATs WYMOTIA A,.t 7r6 13� B3G 4412 270dg Tr6 B3G &0-12 7T6 DI B3G 5412 270dq 6 'DI B3G. 104-12 270dg. _6 13; WG -34 270ft xCEN& 13 M 3-3-4 270d% 4� TT6 DIB3G 15-3-4 270ft M MG 17-34 2Mft PE DI OG 44:2 90d% rr9 J3 C30 &&2 goft. M 13 C3G &&12 gDft A.— TT9 B; C30 9_1 1_4 90ft Tr9 131 C3G 11414 qbft rr9 n, OG 134M 90dg STA 01= 0 NNotes l /O'� 4 ID p-.p,—.fdffkYw&.oddb.A�p.,dmD11 LL+(Ky.1).�DA DLb..wb-6hAX5Vm 1. x, PNAL 5)U.dwWupfft,—"'nsbav-NMMCh�,Wft Brian M.Blcaldy pd—Szi—p.Wnd fcnAl--pbuhAb�'� 2:,.MK i Southern Truss Companies,Inc. Truss: DA ! 2590 N.kin Hi wa Proiedt�tvne: 1452$ SOUTHERN �' �' Y Tn,%DeUgner &)c �1�mgTM TRUSS Fat Pierce,R 34951 Date: 6/12018 10:A36AM T COIu1PiAN IES (800)232-0509 (772)464-4160 (772)318-0016 Fax page: 10f] Wsm201611,[BD11d10] M�.•4teriallJata ;�iD0: 1565 Span Pilch Qty OHL OHR CANrL CANPR PLIES Spacing WGT/PLY 2-60 5/12 1 04)0 0110 0-0-0 00-0 1 24in 11lls i f 2-6-0 i 260 2 I 12 it 5� 2 17 3x3/ to�j 2,d0 1 rn 1, T3 CJ/A I � 041-0 0-" 2•fi-0 r 26-0 Loading General (St Summary Deflection L/ (loc) Allowed Imd wgc.&: FBC2017/ TIC: 0.17(1.2) lbtM On L/999 (31) L/180 TQ-L: 21 TPI 1.2014 BC: 009(3-1) veal_ On L/999 (3-I) L240 TCQ.: 7 RrpMbrinotaa:: Y. R�: ODO(1) %h M' ob 2 BCLL: 0 IDOL: 125% cmphm'Yi 20 BM: 10 Thew-m Y. 0:34,44 ) Reaction II 3r T�. Cnnbo BmWfi Maeial RqdBrAWJh hk_p® h4ar0av FR M_1 Mar Ma%6. I Rt(Nhq 'I I Sh C—Maamy 3DOh 92hs - -19 is -I8ks 159hs 3 FiRo 111) I ISh - 3DD'n 40hs - -I ha -1 h: Olt 2 HM(r—) I Ish - 3DOh 73hs - -64ha -646a Olt Material ummary Bracing Summary Tc SNA 2D13)912.4 TCBndng shmMlorRr8tat6-3-0,AaSida�bfOhas BC 9'( 3713)6.2h4 BCBrafirg 9.hd«Au6ta1101KP frdag,by0h- . Rtlt I 9drr SP(I 2013)k22r4 Loads S 1)Th'tnm;hazber f«f.dfasdcb,Opibalxndm Mb-dp4td.db.L 2)Thknmshasbe>, f«/drnaof idb.&ha danmi.49M7-10.Jihdwa:g�dermdipt 160mphu8matF),er F*Eid.ACab;a p&A Oiponnp=IDOj0—IBUg LL,m=47r%�15 QxxEdZ—Tn�,1•k*hrmd,.b—O..iDO,160,CCZ—XVdh4R 3)M'nmmaagrarclndrghaandarm�IBCTabh1fD71 huriuhmiapp5d Member Orces Summary Tablo dagMm bcl[�masC9,maraxalfgq(naxmmp fo¢dddrae¢fommaxaxhlfu� TC 1-2 II 0.169 -141)e BC 3-1 1 O03 -150ht VWs i Thns-to- �\\Connections Summary \\ 1 ro '� 6rtidTruQ Tnffi M. C ]3A CF1A -3-7-88 TTS \\\\�315d:g � � 'V1 � Notes �[y2' c 1)TIiRd�@n't oMSrE7-Ioasr fe.4byfe3117FlridaBditCode 4,GGNS 2)�btQaardFhz arcMa&alardha¢maldiltiorsdebFeladpltfm�mmpa+euotddl�dumdcdMdmmpmissLltllL+({;c-pzLMl IL'naaada�•.frA151/IA I.' \ �� 3)Agrafrymrud ,Cq=1DO,hasbmiappitduf�phehealnsarrrd.�vaL¢az�mlldbyleTnmsMar�arcpcATHIfA I-7DOZS®n242 4)Tn�.onms 'sfargapholhepm¢Wool}Nmeadrmuuslamremn3m16-pwdaib slvrmr�nadupl4'cdovnhfrR®mm9amrery. O51 5)LhWl dWM �. bamimMWFRSOdybA% ' I A,. OF / ID 70 i11,111 xt7I10EAmpyonc� nslalbefimii><dulruninnoavaMcTFedtinofhchclnaTaltuxwlx3dmhv3nai9v aidrap+hnurssq,p[dln•tcirua\IanufamvanclydsupnMamu: •nndanplsmtofhchfivmm6naffoihbl/,eBuiiig BrianMBlrakly uvy.vAs®lmhi<maurgneoesamisrmvrporexiraleEra.:gr ym3,7�ya,lt,r«d,en�an,prund�nJv+o.szeemw•pn�ndir'1m)uv,alnrp,rcumscuazlW�-poorr,daiominfmnncnaa.,mapl+rdulbe sm,n&�¢m6Q".1 ,�m,F•.+,�•1bvSm SeMe-TeCongmr�lrchx�mrm+dhCR-n62..voratmrphesart'-0�w;rmLcfeQ.>f'uiphevrr'sro&nudbya-is"whihid:a�san ls�rFeFd+g«'SC�s;Wh'rh id�sahghmion lsCr'Snptm 2590x1:.1z1E3ifi Wrc Fl3495 II • li Southern Truss Companies,Inc. Thiss- J4 s., 2590 X kings Highway rn lksiFi2er ojea Name: lrp, $ SOUTkEIR N TRUSS Fort Pierce,F134951 Date: 0 018 103036AM e 60"S,„, Ci1MP ANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 10f l w 2oTh1 3�Blata 10) IvJatcniatr�a �ecaim ts65 Span I Pitch Qty OBL OHR CANrL CANrR PLIES Spacillg WGLPLY 4-0-0 5/12 3 0" 000 1-0-0 040 1 24 in 121Pv 4-M 2-" 4-0-0 it I 12 3 51— 1x41 ryq T 26_ 1 T 4 5 1x4 1 !2G 1 I 0-0-0 0-M � / � 1�•0 4-0-0 ' i Loading General CS[Summary Deflection L/ (loc) Allowed j L-d I (� BBgCadc FBC20171 TC: D13(2.3) VAM On L/999 (4-5) L/180 TOLL: 20 TPI I-2D14 BC: O0(46) Nb U-- Obl.F L/999 (4-5) L/240 R TOOL: 7 pMb,inpm2: ra Wb: 0.10(2-5) Q•WcF17L ool a 2L/999 (1.1) 2c/120 I Bal 0 130L: 125% m,d/ONIL_ ob 2L/999 (1.1) 2Ln20 1 BCOL 10 tbrsat 06 3 -i R,CCIT—(7,0,-V,lv¢k (13442-3A) R¢0.113901 (5:1-03-M) 1 Reaction 3f Type li ry a7tlUdh Maee1 RgdB.VAft M.Pm MaxGa Lw Ma.VWLVfg Ma.r7prfi M.H i6 1 5 PSn(R6q I 86 Cg Mmq 300i, n7bs - -71 bs -71 bs 1761. I 300, 41 b4 FR (f—) I56 Ohs 3 HIom01ro 15n 3D0n 65bs 67h 6/bs Ohs Material Bracing Smeary TC sp( IDI3)Kthd TCBra6g 9,a,be5«}Lrica1630,iLi,dcgnbyCi,as BC -sp(. 2013)A'22.4 BCB,ad� Sim1,d«Aaicdl0-0-0,A.G,deaB,byQhas VRI sp( 2012)K32x4 Loads Su II 1 gTh'snsbasbe., r«t—T�zd elOpdb to avdkKbadylnde,dled; 2)rn's hnbm, r«+earmoNidbdba.,aa—A M-lowhrerbAg—dr..dipe160n00ir rE .—CRdyFd..�cbbffAB.BdigcnM11 mIDO)Oa lalg txn,s40n.47331t=15fL?bEdna,ern,aN.*.e,d�A-dkdnaPlaO.oczmewdh4a 3)M'drtn.nsx.a —,d.—,JhTBCVdt 1607.1 h.a b—pp6d Member forces Summary r m�.��Me mamma.csa.�rg�(nm.mnu.rpnfedar�.0p n �a=alro TC 1.2�1 0.112 -182bs 2-3 0.133 60bs BC 4-31 OD81 Obs 5-I 081 176ft -32b W. 2-5 it a101 3186s +1681as) Zrrlo-'in CurMTrus ConnectioacSu®ary \0111�,�///' CUIY,Tn Q"iRar. MRb m u M �-4 7o `\��p,N Notes: . �10ENS I)Thi;detpn h+s�lan E7•IOaznfammdbyte2017F1xda MlfireCnde \ 2, ,a�anal pia la al aldd drcp�e�dp� p�pdpagrdd daeddedbada,np�da.>� 1).Dd,L�aan,d—%ifiANWM1. PE 051 3)\MCR-d olra6..cv�IDO�abos app�due.�b�b�xl�,ana d vJ>tea. lyben�Man�au.ep�+ram�1-2002Sim242. 4)Tnmsb-o,aaari 'srargmph®fi,epeefonWy Alrargc«ot�as,nualwv�n�albepm(dedneapErr,w.rmpbria,dupVtdwnbr,eA®mn9urv,ay. e — �_ 5)Liad.W,pol d—basdmMVhRSadjbad'.g. �13 f gTa OF (!� �l/1 / NAL �18/1111111\\\�\ N7fiQ;.6mpyofdirh.ypdialkfiuniialol,tentimmramr.Tle2vcngfAe:,d�•Aaln aetaadmd ngvea,draTmm�,bnq bplrTnca:MawfnumaM,day.nlram.ag•a,dmn,plma orhnf m,�,ioe,t,•beaas,s Brian R Blcak)y QgmnA�+lmh's.dau:�gi,d�esaa •orp,prab,nl�gi,a,:.g,yn,�ay:,puyt aK.,ffi�,npmegd s.onn:Qe,e,.rm•�w(x�lmpo,o,alaro„naa.,sc>,�a1xx�-�qr«am'a„nr,ron,ai}.ae�,a,ssx pbesaolk s.,nF,p.n6o;1 �arameibysnn4i51ugTcCmIrcbaanda�udE9i-2762.ABmv®phtsareT7papgGwl¢h�xdfidpbemebra+swdb•a=1S u16i, aanl8rnpk,e«xls nna:dmnan�rno lsyrac 291Nk-r-}ShR14ra:A349i . 0 d Soudiern Truss Companies,Inc- Truss: J5 �j SOUTHERN 2590 N.king$Hi way Tm,Pro3 et ame: l-z f � Tru>;Desaxr. rfli: can es TRUSS Fort Pierce,F134951 Date: olnnl8 103R37A,bi 4 KTrt ,i Page: )Of I T COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Wrsai2017. �1[Bwk12) Material Da �54 rsion 1-%5 Span I Pitch Qty OHL OHR CANrL CANTR PUSS Spacing WariPLY Sb0 i 5/12 3 ON ON 11)0 000 1 24in 17)h3 1�-0 4-2-0i 1-4-0 i 9 i 12 5� e � 9 , N 1x5 i 1 2x5- T , 4 5 1 x5 i C.rl CJ7A CJ7 I I 0-" 0-0-0 11-0 4-2.0 _ I r 5-" Loading i General CR Summary Deflection L/ (loc) Allowed Lw" (Pd) BI�,Cndc FBC20I7/ TC: Q37(2-3) VA(R. OA2n L/999 (4-5) L/180 C(TL: 20 TH I.2014 BC: 026(5-1) )FILL- On L/939 (4.5) L/240 TCOL: 7 Rq)Mhrlmease: 4s Wb: 0.14(2-5) 0.d0Fl71, 004u 2L/639 (1-I) 2L/120 BOLL: 0 M1L: 125% cadan.L• dot nLP 2L/999 (1-1) 2L/120 B=, I IO H-at 002b 3 t4x:OtE�) 1114-3A.) (2:1-0.4-1 5 ) Reaction ry 2r T� (Lrsbo Ridh Mae¢1 Wdh M-P— M.Gav i8 MaxWid Max M.H.12 5 P"""LM.3)iQ2x4 1 sn CmosMasmy M, 274Ix; - 4i6bs -86bs 214hs 4 Aibl(1'ss:s1 1Sb - 300b 723a - - - - 3 }1Rn4(TnasI Isn - 30(ih fill. - -104hs -104bs Ohs Material �ary Bracing Summary TC SP( 13)MA TC&amg 9wlwJrcPvi..&3AR.F.sdcgnb2QMs BC SP(, BC&a6�g 9hmtW.Pxfiv9l00A%f dc*nby0ih- V,ts SP(. ;�- I)TM�h.�b-,. 40 Loads Su ff tdmlOpeiba dxxdLu badpisd®dba& 2)Thcnlshssb�s ror+edr�orambaasba®rm��a+rvs7-1o..hkrda.:�a�d:rrei:�l6orr�nae'�tE�a�rnNE��^s��rn(r=1no),oaarBt� Din 406x4733ft ISItXaEdZ—T�T�cadu*m vkaL02 I60,OCZ—Vrdh4ft 3)M'nmms '�tibad:eguamdasm tilflCTabB1607.1 hamotbmapprd 1II Member V1,orces Summary �n>:�czMenbQigmaxcs,naxaxaR«g( �.r�aanraaarnan nxaxblro� TC 11-21H 0.166 -2626a 12.3 Q375 -97bs BC 4.501 0232 oft 5.1 0265 574. (-44hs) 51.s 2-5 I Q144 453hs '(-242hs) ' Tiu -to-�COn�ecdons Summary amiceara ftb ` TT13 ]5 C37 7-I66 45dg -- NoteS 1)Thi:d�ns as/SCE7-IOasrdavml6ydieIl77RxidaBu3dngCode \ ' r� ♦ i 2),blCR.xJH IasdhorieomldJbtnrsdx:bbelx+dpleclmeymnpxsendddismndueDBadkaQmmpmlasOdl il.+(f:n-I)xDil_EamxdasmwhATGIM 1. (—E 7 0514. 51 13)Aq.fiy�I �r,Cq=1.00,lasbemappidohephebxnlnsnsasd�vabsas ufbyiseTn�MandanxepcNbl/rPll-2002Sni.242 a.7 1 4)Tma-Dnu sforp/aphmlisupxmuosmy nsaord,ca,n.atcnxs®mdsaid-prniaib h•^•••nsannardsQrGrianw,nnersm®nsmanay. `♦ -- 5)L'ezdnidupEn dMbasdmMWFRS(Tyke&sg � 1 I Al- 1 S OF �' 740 1 �lr`�� wneFaapyarm a sat�ea d�lorr wo�nam.nrd mnrh:.+ �lbK;haaon o am�aoaa�s ,it,'/cTn�Mexda�am naa�aaaandmnyi„�orne rona�mromt,rK»aa� Brian MB1caUy RgjvA�lmh' ungrdia�sas{Rsnvarryvfacaalag:vuim� txidsSys+NyraMn><amrgvnvdndiwn5alemwpa�dhe'7nyvnninkmavn&GmalNva"psgefinedd'¢ml'rsf 6nn.ama,anppksess6Be y_E--#7603l mawfanaldty &ay reCtnipanyircnamxm�wih6w-n6z.Aimr..:tria.sme�-0ps�CwL¢aa�uiruiphx5vc'sro6r.eibya-is"w,Js:xLses.n lsPrsg�pi,garsels^,wna,niot ah'@hue-nnlspau�ryke 2s9dxF:nxFE:Ithw�Fl34- ail 1 Southern Truss Companies, 1[1C. Thiss: J58ProjedName: 1452.E 1j 2590 N.king$sway SOUTHERN Trtm dhc Was 7Rti$$ Fcrt Pierce,F134951 Dare: N12018 103P38AM I (COMPAN IES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: ION Ni Ndom 2017.I[Bt9d 14) i Materiallk versOr11564 Span I Pitch Qty OHL OHR CANM CANCR MIES Spacirt WGl'JPI.Y 5" 5/12 2 0&0 040 14W 0-00 1 24m 2011a S-s-D 1�0 44 �-0 5-8-0 ,.Sx3 1 3 I , 12 5� e N ,x51 I I 0 21- T I1 15 4 1.5X3 1 0-0-0 l){LO I Awn Loading General (SI Summary Deflection IJ (loc) Allowed Lmd (0) Bklgc.&: FBC2DI7/ TC: 038(2-3) Vrtck OD2h L1999 (4-5) L/180 TC2L: 20 TPI I-2)14 BC: 027(5-1) VRLL: Ob L1999 (4-5) L/240 TCDL: 7 R4pMbrl� Vs RW: 0.14(2-5) C.WcF 1Tl ODd-n 2L/640 (I-1) xL1120 BC L: 0 IIt1L: 125% Can/OH L• ODI bIP 2Ltm (1-1) MAW BCD.: 10 H-M On Phe0frsa;(J 1 (13142- •I 4-190.) :1-I J (4:14 ) 5003-49D. Reaction I� ry IT T H.Calb. BrgWdh Matrbl ROBRwh M.FR M-C— M-W.MW M.W Ma H it 5 Pn(VV6q 1 gb C—Maxvry Imb 2746s - -84bs -846s 217bs 4 HRoI(Wb<) I Bh QmisMasorry 300b 16Ybs - -104bs -104 ba Material Lr ry Bracing Slaty TC 9'( 6224 TC&a8g 9-tdaP f..63-0,%rbd»,byChea BC 9'( 2313)0.224 BCBft Sh hda)laiaat 1000RA d.gpby0,es W� 9'( x0Mh324 Loads S 1)77,F�hasban rat—T tdeol0ob2b.dnrdiebWoudmdba&- 2)77,snffiI�b®q�drahadr�or:dma:aaamamr 49�7-1ow+4erow:g�ddd:qu leo�n umaaE.paaae�rWy&rm4m�*ra»e� rR(r-IDo)aaateng CFrs4Df6,4733fk-15ftT4xrndZ—T,.nN*..d..b..dsalDQF160,OCZ—Wdh4ft 3)Wnrtmmsas '''h fti--W- .w,n7CTabLIf07.1l-.tena(pW Member OICCSSimmary •rbbl,crosMantclgmaxcsnmraMblr«q(maxm�.ramrdRaaa6aaamra:�lra� TC 1-2'1 0.165 -261L, 2-3 0377 -104ft -. BC 4-5'1 0232 065 SI 020 217bs (-0sbsl Wbs 1 jll� O.I43 451U (-242bs)3-4 GOA 233M (42I bs) Notm I)Thadagnc6t-wE7-I0asi f..dbyte277}bddaB.0 gCaae x)VnCRardHrziQtaieelesedaludln¢a,raldllmaBebFekadPlatea�,mr^PanuorddkSmdtSenhadm4mmpancllasLltl IL+(I(a-I)aQtl IIiie®da,¢ahATS!(PI I. 3)Aq,nrymmd Cq�llp,hasbm,appWofcpbehealrtimna•h�,whaassp¢itdtyl,ern�MamdamaapcN•H/(RI-20029IDn2A2 ln \��\ 4)t-'edand,q�Elt J dmMWFRSanlym&g \ / ��6E/Vs�.�� PE 051 l 1 = 1 a- ll,•* 1 — �"� ST OF Ili; Iltl 70NAL I 14JIlff Am{yoftl,'i+xm�INbafi,n,ihtlnttvmbnmrtaar.ThcA. norh�nindialtua:uh 1[aS�y,uvwanfrcp,ivnawegpCslbylcrnasMmufaureand tgvnlraauag:uda.nptvesofE,ehf n�for,yMBuarnx Brian M.Blrakly RapicAx+lmhu aw:gniae:aagewof{.ofexoula�grmiigr�rd,iryvkipraretusn rpnnndgmswnSiia:mMc ee+ndhe-Imryvnrelnrm,annSCa,celtlyd'rn�taadd'�ualuratrodnAlan�phgd,arM yl l aamt—dbysnno,9t�-recomrynyrncnam daixxud,}yr-x762.wmmenr ame2opa�mL�se. dfidpLtrvcurobsulbya'-Ig"whiiiidc,ctan lgpuayh�n 5913',whd,id'rae:ah�hnsm lRgd,�ephe 2590)1Mes}NhA}UUo=}7349 �I , Southern Truss Companies,Inc. Truss: JSA N.kin Ni Project Name: 1452-a 2590 N r SOUTHERN ' wa Y TnlseDsg4 dhe TRUSS Fort Pierce,F134951 Dale: &1018 103039AM CO01p°' II 7� COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 100 Xb i0112016.11.3[Build 10) Ma1e1 W D wba ;'version: 1565 Span I Pitch Q(Y OHL OHR CANrL CANCR PLIES Spacimo waripLY 460 I 5/12 1 000 000 040 0-40 1 24 in 1611n 4-" - J 4-6-0 4-6-0 • 12 2 5F— A U-3 A N i 2x10I 1 T 3 CJ7A l • 0-0-0 0-0-0 I t 4-" Loading General C4 S2mmlary Deflection L/ (roc) Allowed T.®d (psn BbgC0&: FBC20171 TC: 041(1-2) NMCR US L1812 (3}I) L1180 TC L: 27 TPI I_7014 BC: 033(3-1) 1trdZ OD2h L/999 (3- Ln40 Tom.: 7 BepMtrTaaeaq: V. RTb: OAO(1) 1167M 002b 2 BCIL: 0 DM: 125% Gv;,Fa ,K-20 JIM, i 10 IbtOfsa(1 L• (13-441 3 III ' Reaction I "1T T it 13reCombo %vdh Maeial RqdBmVM Ma.17md M-C-'LM MazTlFd M-tM MaaWa ' I ') 'I I 8 b C—M—" 300n 1671. 436 436 231a 3H (Ta Sh 30b 79M •2M -21a Ora 2 ! Ish - 300i, 124 hs - .105bs .105bs Ohs .. Material Bracing Sunmgry TC SP( X13)K22x4 TCB,-69 Shashi«Ibhaas63-0,Aa4selesgsby0has TIC SP( 2013)422e4 KB--g Shea1W«AuisatlGDAR fidepby0d— . 35be S7de SP 2013)9.22.4 Loads Surpmry I)Th'sn�hasben f«frdfead�eblOp9Lcvnehwd FekadpSadadhads 2)Theasvahasbmi ' f«kdT�ofvid bad;ua®rda.�e�7_IOu1ik(oboi�u3eddndipe160^WhuSinatE�oa"eC,TW'&dms(GabbRp,BuifryyCa�vyBQ=IDO).0�a3BNg . T17ns4016e4733$ 'ISfLllhEd7m TnegT•Y.ad..b-di.aiDCL-160,C)CZ—Wdh4fI 3)M'iWfi- �&bftnaemedv—whWT.*1607.1 haambanappTal Member orces Slmnllary TaWai M—brlQmaxC9,axualfo q(reamng.fa¢Lddfawfiom acaxalfomj TC 1?11 0414 -154M BC }I i 03'S -252ta ' Wflre TYuss-to- I nnnections Su®ary 11) I n \ I��y M.B� TTIO 15A CI7A 65.7 315de9 \\\2\• Notes: <'� 1)Th'seieaigesc IOM'LE7-10ase r—dbyk2717Rnda&AImgQ& ' 2)WCRard}brz aretrw®Ian Jheaemaldd�osdcbFebadP4slmegaompmmdddlaimdswdmdked�npmisaIIfi lL+(Ifu_I)<Il9 D[iee®dvmuhA,5IRA 1. , PE 05 i 3)Aqufey—W Cq=IAA sb-i ppWot.0eb-1,6.,-daip,-ba sspmTdbykT aManfareipe MSr P(I.2702S®n242 a.7 1 � 4)Tns o+ug- tram, ..y. I 5)U.d. Lq,Vii b aedroMWFFtSO,ybft A,- I l — OF I/// �pNAL ECG\\\ N7TICEM,Mvh dwObzf i#ndnlmnfinuniaar.Tr.•hwnoihk:Lvtolnenntnedm eoieeandinpiimvi5:aqs,4dbykTne,sMarwfaunraMidaapm4,eamaaryaedomplaadknfmmunsrfutibykH ling Brian NEBleaWy 1]sp eAaalml,n,"r:eg:diasac�xro.•orpmr�i.ala�.�i�ec�m¢,7cyv ltyf knncmry»mda{'mdw,sn:xlnmwpagraedk'Irkrwulnfama�SCn,eafN,n"pagef«adddxalnfimurtnAlmnmrphsdolbe S=Eg47(051 norulsa«,dbySm "SLmg-T'i•Com(wylKnam,rt}vveuciF9b2762.A1mu¢rpb 70geuge,unLakspdf.dph¢,v<Kf baelby.IS'.6d,inT.w.ls;pagepl+g«Sl IT,ufi:hhf hjl fi eein Ispugphe 25901 IQ=TTenR F134951 III Southern'Truss Companies,Inc- vaY c Truss: J7 2590N.kin H& ProjcctName: 145243 z SOUTHERN Truss DesigoLr. dhe TRUSS Fat Pierce,F134951 Dare: 6/12018 103039AM C 71 'ent 1. I �M COMPAN IES (800)232-0509 (772)464-4160 (772)318-0016 Fax Pam: 1 of] NLmm-2017.A[B,@d2) Material Da I wrsim 1565 Span jl Pitch Qry OM aR CANEL CAN-FR PLUS S, WGULY 7.64) 5/12 12 0" 040 1. 0 04H 1 24in 22ft 7-6-0 J ICI - i 14-0 6-2-0 1-0-0 7-" I , 3 12 5� rn m 1 I 1x51 2x5_ Ta 5 1x5 l ABGL 0-M 0-0-0 6-2-0 f 14�-0 7-" Loading General (M Sun=ry Deflection V (loe) Allowed toad BBgCed= F11=17/ TC: a72(2-3) VWX 013h L/520 (4-5) L/180 TOLL: 20 TPr I-2014 BC: 049(5-1) V.LL• 007n L/999 (4-5) L/2A0 TOOL: 7 RepMbrinamse: 1's uBl: 020(2-5) Cam/OHTI-* 012h1P 7l.f101 (1-I) anal BML: 0 COL: 125% C dCHLU, o05hLP 2L/495 (I-i) 2L/120 BCDL: 10 H—CR. ODSh 3 Phvoff.b(1 l (13.1Q (21-03-139a) (5043490. Reaction Iumaxtry .T Tvr. Bmc—b. BmW±h Masml RqdBmXVdh M.R®a M.Chvim M.Wmuom M.LW M.H ib 5 Tfi( 'L2013)#220 I 8h Co Mw y 300h 345bs - •108he -IOsbs 250bs 4 =Cr= I ISh - 300h 112bs - - - - 3 HRd(rms1 15h - 300'n 169 bs - -151 bs .1511s 0h Materialmary Bracing.Sumnary TC SP( 2013)A22x4 TCB erx 9�lela}lrtisv63Q11afnde byCtas. BC SP( BCBadrg 5hmM1orM6sat1040,Haisdc�rby0das Rms SP( I 2012)A32x4 ` Loads S ry I)ThstusshasbedfaaBeulop4bourndardisetedlAsdad bad; 2)Tbcn�hssbezten forhedfasofc.d tmd;oaov&�v s�7-iovfnierolT,:g�hf.�:pel6o�hWiretErpoaaeC FJjEdrdCsbbFiQ.BdfnBCarguynQ-IDO). —Bug Cns40flx47.3 fl1¢¢¢¢1'7'-ISR�BidLrcTngT}gn adwdammBeeLM,160,CCZ—VMh4R 3)M'naaansaakaQrghamdar�xu�fBCTabk 1607.1 hasrotbanapp6al Member Orces Summary Tabs:dmtsManbcn�maxCv,maxaxetra�(maxampcfa xdQer aar maxaxblfom� TC 1-2 1 0281 -349ha 2-3 0711 -1271s BC 4-5 I 0.443 Ohs 5-1 0A86 1506s -59bs) va6 2-5'I 0.196 617hs (-36M) Thus-to-�Itn�Co ectionc Sumnnary aria Tr6 I n ASM AKL tiwi2 227od�gA/�4�///// Tr6 n ABCi. ISd12 270ft //// Tr6 n A4a..- 17-& 270dg Tr6 n ASGL 19d12 270 ft Tr6 n ASa. 21.00 270ft ` !- 776 n Asa. 22-5-4 276ft PE 7 051 , TT6 n ABa. 24-54 270 ft Ulf, Tf6 nA9(L 2654 270ftTT6 n ASGL 2&5-4 270dge 7T6 n AKL 305-4 270 776 n Asa. 325 70-0 2 f T76 n Asa- 34-5-4 270ft l f, (� OF Nobs 1)TTkckr{9F1wyovL5CE7-10.axnfaamlbjhm7FbriG BudTngCade //�'(� --p`O \ `V\ 2V1CRaad Fkr<'Qtareiewnale�dMieomldJkmxsdzbivdad ofddkn'v�duwdud ha am v �__ 1D �\ \ I,; da�Wn9� 4 wmaslvi u.+pa_I).Ofl n;�aQoreanxw,Awrtn 1. /� 4S� G �\ 31Apalty exadfanr,Cq=1,0),knMnapp4dofepbehealmi3.nsdegiwh¢asspdidb/kTn�•_-' pcAKa1IH 1-NJ02.S�i212 �i OPAL EN �\ 4)Tneso. cfmpaph'relhth¢iy a^H AFre^w'trohaauausltavmbnd�abh:lm+iido4«:maxim®narvlupl(tA�a+nnheRatinasLmmay. //It11�1�1\\\ 5)Ladv:alr 6fi-�aarsbamMtlrF)s,Spa lndrre, I 1,UnCEA.W.I*daS,&-psh,lkf.,Amlbhecain.,.—.ThrdL,.�nof-fsi,,4is1.—x bamland-tnaLvaniraTaiewK:WUbyMT—Menafayvendr&stqmivrmcagandanTb—%ofimnf—mmrc,.fc&bytead ag Brian Ni Bleakb, 17) 0*wAasimhe uiwhdntsamp�invflmfsirnlargimirgn •:oldyfarMuxanquvud nSlwnSs:tea*w las-araMhe"lmpmrulnfmrairn&Cale-alFa s"rngefiradfwulhfomnintAlarmav[danda3bhe s—Fq-C&'b1 raamrfaaiaa)bySn ',sn,_dleGnquiq;IrchaaadtrixwitiF$i•2762.AIsoumr�aearc20p�wls4regaufdp6ca'e6fi�bn.uitya=l3"uhiii:dc+uan l8yp�s:nr9l.Iffwhiii id'creva lighenaon l3Eey,�e z�wx x:as)�nr.w�fl34951 I ` Southern Truss Companies,Inc. Tniss: J7A TDavcnoar 2590 N.kin Hi wa Projectlbme: 1452a SOUTHERN y Ti»,sDaSV3er.TRUSS Fort Pierce,F134951 Dale: d112018 Io3a.40AM COSTM tOMPANIES (800)232-0509 (772)464-4160 (772)318-0016Fax Rage: 1ot-1 %CT'Mild 10] Material W Span I Piich Qty OUL OUR CANrL CANTR PLIES Spacing WGIYPLY 660 5/12 3 000 000 000 040 1 24 n7 22 fh; 545-0 6-6-0 �I ICI I 2 12 5F- rn vs C rn I 3x3/ O 2001 1 , i T3 ABGL i I 0-0-0 0-0-0 1 I 6•Fi-0 _ � r 6 6-0 Loading I General (A Summary Deflection L/ (loc) Allowed Load (Is) Bugcode: FBC20171 TC: 0.77(1-2) \WR. 023h L296 (341 L1180 TOLL: 20 TR 1.2014 BC: 036(3-1) VAL. OD3n L/830 (3-I) L240 TCDL 7 Rpmbrinpmse: lis va: OOO(1) F .aLl ObSu 2 BCLL: 0 IIOL: 125% Q pFa .Y 20 BCOL: IO Ph,eonzoroc ): (1344190.) Reaction ry Jf Type IiI B,pC—bo &s WM Matrhl R4dBrr-Wdh M It.. M Ga IbrR M.R3,dllm M.T_7VM M t}R 1 Pu(Phq 'I 1 8h Cm Maamy 3100'n 243 is - -67U 611s 275h 3 HRoI(Trt�) 1 Isn - 3DD'n 1161. - - - Obs 2 HFtol(rms) I ISn - 3OOu 178hs - -149bs -149ks OM Material unmary Bracing Spry TC 5P(. 2013)R2N4 TCBndr,g 9xefiadorhA-t63-0,Avind%pbyObas BC 9'( 1 2713)na4 BC&adg 9xafielor}laisulO-0-0,Axi,drsg,by0hax lubs 9dr 9'(lll 2013)Q2x4 Loads Smmm I)7bh—hub- '' fwt—T-t r loryibabndrrdW do d®d� 2)TA'sv,�hexbm, fatesitesorw:d ba�nn®rdarimi,.�7-IO�irfolrvg>eaddGei:ps 160rrWhotinatEapos�FWyFlds�f�bUFip,B,iLgCaegayRQ-1110�0.eaFBl� ISns40Rz4733fth';15$Tk[Fnd7 ,r TFlxmdwdroasEeal.D7p1L0,OC7meWdh4R 3)M•nnwn &hadi,&'—rdano:,4fiMCTabkl607.1h.=bm,eppfid Member orces Summary Tabbndc�Mm bslgmm C9,maxaxhlfo q(max¢mpcfa¢Edffeenfanmaxaxelfo� TC 1-2 II 0.771 -390bs m3C 3-I 1 0-136 -313 L. Thmss-to- Connections Summary ro 11 CaindTruss T— QT= Anpb \\ M TTs nA A4(L 7b-12 270dg 1.1 I nA ASCL 9612 Zffift \ Now \� 4�CENS��i I)Thud�'s a,ASCE7-IOnsrefaemihyre2a7F1xiiaHdingGxle ` PE 1 ` 2,4++CRa�dFlorz artfiewdalandtxximinlddkiushroFekudplsemeq,arrpcm,4dditmndueodsdMQmmp,mdaslkll LL+(Y.a-nx471_Iliinoadanz,�NST/rP11. 0� � 3)AgiarrymudG�,Cq=IOQlasbm,appfidofep4rhealre®nmd�val,sas�mfftdbyl,eTmsMundauaapcN9ffR 1-2002Smun242 4)Tnson� s(gmphalnvprminaidy Narigvoroe,es,vo,alga.ma,s,alleprovimoerM,mxr®aarand,rpif�aimu,ne,eR�r,sn,mry. I — s,1:wAv;,d,PhaadmMwFRsayh,dg ( I,— :�"'E' 1 _� "� ST,� OF ;� 1 0( �o•�F �<O IDI"��\�i�� , Ifltll 14(1110EAa;ryorA's �akem;a,moka�x,oxna�.Tkd�,orn;:xs,•(a.,h,N:hl:�o,mono;�ansnquc.,,.,,,;.z�1try(rTn.�Ma�N��and�ppx,+,��.�•andompw�,.or��ra„nana�ranbyrvBou� Brian M.Bleakly , Ihy7,eaaslon h's wi�iS�aujnmpfpd'e'isvnlegienitarcq�.xrt+3ysllia fnteniaam(mcad�q'm4�a�n:shem�{u6�nlie'Imp.undo(omofinSGnealWn'pnnfcradduvminrmrounAl,�ro,®rPl+sdalbe S—E%H76051 nurmfaamd1y54n 9nng-rrCom(nnyln-namrchnn�,B,E4t-n62./Jommxpl,caam20gang.tmkstxy,aiiidphea+ti:rNo+td(ya:18'vbiii irfu�an lBP,gX1ioB,vvS:lY,wh'diid'remah'gl,atan l8Pugrpbe 2c90xiG¢s9d.awmF1305� i Southern Truss Companies.Inc- Pr4edTus Ll . < roje+xl�as7nc: 1452-r3 $RUTHE�Sf4ti 2590N.kings Highway TrLmDesig>r rl,c 1 rM TRdSS Fort Pierce,F134951 Date: 6J12018 11r3041Abf 1 T !i 1Ct}MPAN IES (800)232-0509 (772)464-4160 (772)318-0016 Fax Pare: 1 of 1 �' II X-r.mr 2016.11 3[Fllnld l o] li NM Wtibwsc(,version: 1W Span Pilch Q1y OHL OHR C&NrL CANrR PLIES Spacing VARTLY 124W I 5112 2 ON 6H 1410 1410 1 24in 4411n i� 12-0.0 12-0-0 1 i 4x5- 2 12 12 5F— �5 - a I 4 WO2x10 dl 31 �I 33 1 � T4 1x4 j I 04)-0 0-M II1-0-0 5-M 5-0-0 it 1-M r 60.0 11-0-0 12-0.0 Loading General (SI Summary )Deflection L/ (loc) Allowed Tmd (pd) BBgC0&: FBCM171 TC: 058(2-3) VAM, 009n L/999 (4-1) L/180 Ta.L: 20 TRI-2014 BC: 043(4-1) V.LL• 0imh L1999 (41) L/240 TQ(-: 7 Rq,Mbrlm�: IV. VAb: 0.11(24) FhrsCR 001n 3 WILL: 0 UM: 125 h QapEmyKae20 B(II-: 10 PbeC(w L (13142-3A) 240313A1 (33-142-3A) (4 ) Reaction Tr T. II Carnbo BgW±h WOW RqdBgVhih M.Rma M.Gvw M.Vk4upw Max M-H ix I FF(Silaq I 8u CpgaeMasrxy 300i, 469hs - -1991s -199bs .37M 3 Frnw(v2,q l 1 8n Co M.T-y 300n 4WM - -199bs -199hs Ohs Material urmsary Bracing Summary TC SP( 2013)t22x4 TCBraa(y 9imMorllxisa1630,Axind�ty04ns Tc 8P( 2013)Q2r4 BIC S,mldmRrima17-6ARrfndsMtrj0hm Nth 8P( 201 G1,4 Loads S II ry I)Tlisaa�hazhm,��. rortwTaI l0)srbo1orndvdfv bad*dmdhads 2)Th'sn�lashnn". rormxasora:xiwmnaomfanma,Ac"E7-10uAterobv:,g—dSnA:pt 160mphutimaa��.RArF+�'4�TP.B�&C�rR(InIDAO—I 8 17i,s40fa4'Al ��ISO,)isEdZ—TrwNl d,endu6-63.dDOL-1b0,CCZ—Wdh4ft 3)Wninmmag4Eb.&,giI—dar—ihFBCTable 1607.1 hssnmb.appTd Memberl{orcesSummary TbtidmsMenbrlgmax(4,mxaxalro�( axmnp<.roaranFaaa�mn axaxalsx� TC I-2 0577 -8121s 2-3 0-M -8121s BC 3-4"1 0.434 71l be (-589ls)41 0434 711 bs -590hs VAbs 124 0106 262ts (-331s) 1 ot= 1)Th'sdepb mASCE7-10.,dee.dbyk7017n da 8Afi%Cade -•\\`` 1 I ////// 2)VdOtmdlb,z arefnwualandhti lmL�rseebFe6aaP4sl,maPmrtpmia.ordd�mmradmaksd.mnpm+asnllu.+(1Ca-gxnd�l7;,a®,da,rca+,ATs/77'11. \\�\\\Q' �S-8��J 3)Aq.hy—Ifs ,Cq=InO,haztm,a oiepheheal,limn¢6�,aabmazspeXelbyheTusMarrdeaucPaN•S/1A 1-2(p2Samn242 4)T W.Wup �. tradmMWFRSQdybedrg /� J GEN PE 051 r O %S OF p `UI� Jx � 'q� G� �lVAL� I MnCEAmpy sff,&V4n1bf,k.eun•aa,u„r.,rasvTnncl.inn,i:;,s,•d3,lhw:i;k.:ela,cL wi,ad, ,:mas:q�Wl+sleT,uaMamdatsaM,du,pnEraauary•aManya orn::,rm,aion�,et,o-�e,r>ar � Brian M.Bleakly rl,k—A.-10 �tinxgnfucxauBnroa,rpormtindeE:n,iign:pr„c3.7yedijrxtr.,nsolmp•.mad nJvwnSehemw'(sgadM'lny,mnnlnf,.i,u¢nScmaalT•ba'pugermahf;rrelhrun>a6.nAlaw,anphe:9n(le yFip976051 numilaaualtySm(em4ur<Ti•Compuryln:namxd„uxibG9i-2762.AInrnarpinsarc�puge,a,7$4x�.n7dpbm�;;fe�ndlys=l3uhi,idixasan lBp,E�7i�em'Se'1Yulifi;xraaah'�oxim lBPa,n�epkc b-g1Nirul7ehARmB34951 II I i ♦ i Southern Truss Companies,Inc. Truss: 'L2G Pro x t4523 2590 N.king;Hi waY Tn'ss Design SOUTHEl;N dhc Cmlpmult )UtionsTM TRUSS Fort Pierce,R 34951 Date: 6/1MJ8,1030:42AM Tn ' COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax ]oft Versicnt:201hI Ii[Btukl 10] Material Do 11 I v er iom 1565 Spa. III filch Qty 014L OHR CANI-L CANI-R PLIES Spacing WGr/PLY 12-N 5/12 1 040 04M I-N 1-0-0 1 12 in 50lbs 124)-0 4-" 4-0-0 4-" _ 4-" g-o-0 12-" i II I �I • 'I 4x5- 4x6- 12 2 3 12 � 5F— 15 o— ,v q 2x101 2x10! Id 3x4- 3x4- 1 1 4 T 6 5 3x4- 1 x4! I 1 I C.F4 J4 ® CJ4 J4 ' i i • i 0-0-0 ao-0 1-0-0 3-0-0 4-M _ - 3-0-0 1-0-0 f 4-0-0 840 11-M 12-0-0 Loading General CS[Stmnnary Deflection IJ (loc) Allowed Toad (psf) Bi*coda: FBC2f1171 TC: 0.40(34) V M Ooib L/999 (5-6) L1180 TCIL: 20 TP11.2014 BC: 022(4-5) V LI-1 02n L/999 (5-6) LIM TCOL: 7 R pMbrt—: 11, VIb: 0.05(3-5) }Erse, OAI n 4 BCIL: 0 I)M: 125% OapF'sar,lCc=T11 BC L: 1 10 Fheofr-J L• 13-142-3A.1 ) (3:1-123-M) 43.142-3A) (5:1-123-M) ) Reaction umn"I" Jr T Combo VBh Mambl Rqd8MWN, M.R— M&Xcatbm M.W d Max M-H ib i 1 PL,(11h0) 1 sh CmaxMasaoy 300n 3601a - -2276s -227hs 42bs 4 I.td(Rhn 1 Sh Cm Mamw 3Wi, 3616s - -27S hs a2sh, ohs Material lunmary Bracing Summary TC SP( 2013)R2- TC&adp, ShahadarRa—6-3AR.-.dapby0t- 13C SP( 3013)#-'Zs4 BC&adg, Shm6atarAaE w65ARafodsbaby0ld.. VbG SP( 2012)A32,4 Lo � ads S !I i 1)Th-4tuahashmi ' asaaco lofaAhm„avaFeledptsdsd had; 2)Th'sn basbm, '' fo tr Ta ofundlad;namda�ahk9M7-I0aW,1,efob4g, Mffvdipe 160mfhuYaakF_gwmC,TWyExbgACabLiFp&d*gC e"yR(f-lna),o—Ift I M.40A.47334'-15fLWErdZ=TneaNibcWvAbmrd&dUL-IIp,CCZa%Vdh4R 3)Miimun tekafthaanda,mW,1BCTabe1607.11asmbmiappbd Iced Case Lr I Std Live Load r i Point Toads Mmdr Loadm Uk da, Toad TsbVtth TopO 44W tbun 20hs I BaQd 4410 lip 15bs TapOd 442 12ow, 42 24h BaOd 441:2 Lti? 26s 24h � 1 TopChd 62 Ibvn 426a 24b Balrnd b0-12 Lp 264 24h M�g� TapChd 7-II4 RMn 421n 24b BaChd 7-114 4 2bs Nin Topchd Soo lbws 203a �� 1GEIV.S+��'T, WChd S00 L} 151. Load Case D1;I :Sid Dead load PE� PE 051 Point loadsm Mha• Loaion Dhd. load T,bV4hh 1 TopOd j 4410 Lp 0bs I BaO,d 4-" tow, 4bs "Q %ST TopChd 44}12 Lvo b 14 bs 24n — (((J� OF!1 BaOd 4-0-12 Oum 20bs 24F /0 TopChd 6812 IIam 14hs 24 i, O�♦ , (l/`^(JA IVY BaC d 60-12 Own 20bs 24b Topchd 7-11-4 tb,m 14 ba 24bTop _ BuChd ?-" 0 OM J �j BaOd ' R4lU Riw, 4ts 1 Member orces Summary TabL•iaf.e MenbslgmaxCSI,mat..elfmS(max.W.fa irdd'rae.6m,mua ielfua) Tc 11- 0396 S1i 1. a7561. -3 0397 S57M (-701W 34 0400 S96 to (-759h0! wnCEna,pyordf �ndaYbeOmia.ilna,eautt.,axanmr.neno;�narr,u:.�Afialneeki—dm .,dW—..,ppceq•fnrn eManJ:awrda,pv,he—Y aM.-PI. fi,44—inaaGxhbyixBaW,g Brian M.Bleakly [.Lsp,c.AvalmhR uigbdaeaagencrofpmfatiaolas nvi,erq-xnss,dg•adi4 fx1•vuaanp aaMip,dw.v,Se:deorarypyMt,e'Impvesminfiv„nrcn.@Cv,aelTt>�"quo:lbradd'uralbfmmimNamarpheatalha marcdaaaaigcn }1vg-TrCmgahl Lnaa rd n>MmF91-2711.•Uowm pF uarc3lgain,nlc iw�aofdpkewr fobwilq•a=1Su iiiiatan lSlnugepheo 9sIS,uFd idc�ahld vNr lSp�xpFe 2g MGm A n34951 �I f '' Southern Truss Companies,Inc. � L2G '' SDUTHE6t Psi 243 2590 N.kind FED iway Pr oject Name: I- I TRUSS port Pierce,F1 34951 Date: 6112018 J00.42AM ti� 7M C"R Tnn iaion COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 2of2 Vkruae 201611 [Btnld 10] Material Da" kusm 1565 Span Pitch Qry OHL OHR CANI'L CANTR PLIES Spa6ig WGT/PLY 124W 5/12 1 040 04M 1-00 I-0-0 1 12 ui 5011a BC 4-5 '1 0.2Z -759bs Su 0216 -784W 61 0�2 -39hs Wix 2-6 it OIK2 153h: 3-6 025 13.5 OAST 114. Truss-to- IS Conntxtiom m Sumary m car r— Q.Yivcfra a,k TTI - L2G 440 315dg rr 31 L2G. 44-12 270dg m A L2G 60-12 270d g T32 j 31 L-10 7-114 270dIR TTI ;I 04 L2G soa 225dg Notes 1)Th'sden's6am1 E7-IOasrdaeml6yi,e2p7FtriiaBuiingCoit 2)VnCR;ndl#rcQt' I.dhrimalmbi-,d uLKbdda+—.pm„wrenofddbio�&md®dmdma.WazDdLLL+(Y�-pxunu.:,e�m ,aTsirrl1. 3)Apaym„mlramr, =IDO,Faslmi�cao+,�Iab>,rl �,i,sas,�cbfykrn�nfa.anmQ�n*HrrR l.anozsem,x,az 5)ubdorowv—- b-d.MWFltSQ*b n& II NN I I it it I 1 I r I I i I i • i i PE 051 A, I - - p�� S�� Ot wort no, orm d�d an<rIoebam�ti.�a�.nth�orn:d1.b�h,oa,a �+os o�d b„�k cir,•irrnc,u.�,rna en�ihra>�g a de} ork�ro 4„�r.nm•tbB�a Brian M.Bleakly u a I�ns :s d�.�a�.�orror wl,�:xi,;�,�.�a •Rt�yro rb a send ak nsa+b�v� a+b 1mp.�wl�r 4„sc 1n p=<nnd r,r e�,Ne„n. rk s,n�ne051 me,adasv db�•Sn n -rccmy yin:nam„hnt,.v,Eai�7h2:Nmnm,-),6�ore�llla ;,mtiaE��uirulpk�e:iuRfnlra,dlrya:l3'vlid�ida�sn lS�aug�I�h4aSi13".wlid,idalinh�,b,.*r,lSg+.ggbL ugephl• 2590K.-)1,,RPk=M34951 I,I u Southern Truss Companies,Inc. Truss: MV2 2590 N.kings N wa ProjedName: 1452-B SrOUTHEFIN Y Th2s%Dl-ager: dhc Cxxnp(mA. x7 r -MOSS oPierce,F134951 Date: &IM18 1tr(WAM T '1 COMPANIES. (800)232-0509 (772)464-41.60 (772)318-0016 Fax �: 1 Df l \krs=2016.1,�i[Build 10] . MatLTialDa• 1,v,.=1563 Span II Pitch Qty OHL OHR CANrL CANCR P11ES Spacing VIURPLY 200 5112 2 0" 000 &H 0A0 1 24 in 5lbs 2-" 243-0 2-0-0 12 5F— u I . 1 2 I' it o 11 0 O 2x4! XXX I 1 I it I'I it i 0-0-0 0-0-0 2-0-0 r 2-0-0 Loading'� General CS1 Summary Deflection L/ (loc) Allowed Load 4 0 U%Code: FBC20171 TC: 022(1-2) )b,at on L/999 L/180 TCLL: 20 TPI I-2014 9c: a14(34) V.U- Ob L/999 L240 TCOL: 7 R�Mbrl-- Y. Wtb: a00(1) H=CFL On C BL: 0 11pL: 125% O.pFam V-2.0 BCCL: 10 PhearasOra)." k (1:14 1534M) II Reaction Jr Type �� B:eC-& 1 MVAth Maval M.P® AeRma M.C—Lw M.Mw1w M.U$ft NU.H k 3 Cmiomsl'. I 24b Cp Maaavy 1716a 91 pir -15b, 446s -am 131 b, Material Suiumry Bracing Summary TC TCBrang 9:mtkd rRwisal6 ARAndeiMby0hes BC 6P( 3012)p32r4 BCBmdg 9:mf d Pnism63o•Br1.d,�pby0h- �_ I Loads S II 1)Thanavlos ds�atw,t—T.%6,eo10pdbotmdndi bedpksd bads 2) 10or,4:erob4gmhrdMt160mphwtinaaEV-.C�T:NEnd.ACnbbtip B.IftOgvrn(1-Ibo.Oma7Bag Ui�rs401b(4733A' HdZ—T.k;,t4 .edw,bmnsieaiDOL-1.60,CCZ—Wdh4(t Member orces Summary ,e6;�Mm�Igma=�.na.a.�ra�(aev .rpn=Raar�ppap�nm.,�lrp� TC 1.211 0216 412W BC 3-11 W37 1211. (-556n) \41hs . Notes I)Th'sdegnuba mrSCE}IOasd mib�•IeXl7HaritaBu37'ngCod: 2) Qtard CRarthew&xlaMhoRavaldfkmsduebF.ebadplsfmapanpcmeddiLmmdmudadbaQmmp¢dazll}I[L+(I(u-11a1]dl LCna®dara� AT19/IP(1. f 3)GabFapua bmDOdt-b..pp 4)Aq,mfryamd Cq-IDghasbm:appErtlolrpbebealnssmmdtig,veLau;,afdbylwTruaMamdauvcpcAT9/1'PI I-?(IptSaim242 5)LimdW,d,q, ',pUf6ba d.MWFRS0,ymd:gg 4Qj 4\CE/VS i PE 7 051 4 OF , �Il//S 01VAL 7x7nLEAa ora 1+ sanxr�na.do+ „a.,am.n�• edorh;.s dal. t�Yao,a i�.3am a b, cnh,•r eTp,aMapar a�aadni�,v mt�.u,aaa a d�xppe,.yore. ru a b a,romwr a 3vaieg BrianM Blcakiy ca�,tmhc'W:,g:,duixa�nntorpormmrel„,m;�g,c),osb5;,01fgrorlenena,m(me,Lv�:d.,„nsvt,e<pHrp�yyrdi,e-Inyvrt,nlydm:aknRCvaalTk,¢'ppgeRradiimli,(ama6rtNarvanrphc dnlle 9p,2g.+ rr6o51 nwufanrallrySm'; 9p,grcComleny,loci,emzdanmwd,is4t-276z.amnimrpbazan•mgnr�u,La:1,egn9:dpbw•.e�,ber,�bya•-13'oh'd,id�auan lRpugt7Qpr'$K13',uhd,idrw�ss h'gh usm lRiaagcphe 2590 t1I;.Ey}{&hlTirn;Fl34951 i III i �— E1` �,. Truss: N1V4 Ad Southern Truss Companies,Inc. Truss: )wame: 14524 SOUTHEI:N 2590 N.kin_Hidiway TnwD=_pxr: &e C. .I�— TRUSS Fat Fierce,Fl 34951 Irate: 6112018 1031 COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: ION VwaD>2016111 iBlnld 101 Ma11'xial Da1ab� ivemm 1564 Sr.. II Pitch Qty OHL OUR CANrL IPUPS Spacing WG1•/PLY 4-M 5/12 2 00-0 ON 0-H 0-M 1 24 in 121hs 4-0-0 4-0-0 4-M I� 1.5x3 1 2 12 i 9 m I 2x4/ 1 3 1.5x3 i II it 0-0-0 I 4- 4-0-0 Loading I General CS1 Summary Deflection L/ (loc) Allowed i Load (pan BlJII;Cadr. FBC2017/ TC: 035(1-2) VnCR on L/999 L/180 TOLL: 20 7W 1-21)14 BC: 0.15(3-1) VnLL- Oh L/999 L1240 TcM: 7 RlpMhrTm MI; Wb: 0.41(2-3) H-CR On 3 BaT 0 DM: 125% C.Pl ,ra-20 BOLL: ii 10 PbtGT—(3ra).'0M), (1:141.153-M) (21-12,44M) (3:1-121M) ' Reaction4"11 ET C 2 Wdh MmW M.k— AeRma M.Caav M-Wbd M- M.H..t 1 Camarns I I 48n Con�a:Maavay M5hs 78p1f -72ts -726s 256ba Material Bracing Summary TC SP( 2012)1B2a4 TCBmdeg 3imheiarF4ican63QRatnhsunb�•Qlnx BC SIR 2012)1B2s4 BC&aair 8hmt�a R fiaal6--%AR snd bbyOl 1wn sr( 2o1I)K32x4 Loads S Il g7L'ena;kastml �. fortedraracnlopifbm drddr n,dp(�dmd; 2)71,'mlaslmr '. rnra�f��w:rdmm�a�aa�a,�cE7•(o kroa,:�,.mar„a(:�16orrp,w:reed.a�>;,yE I,�nL•(rp.Baairzc��yn0�1m>,a�a1Ba8 Dirs40ftz4733Rti',I 1sftr7aaerruuassbkdnadu�anvieaiD(L 16o,aczwdhae Member-x I F}Ilorces Summary Tabi!i4m=Maraalgmaxe.�mhlr«e(r�,ra.fo ir&frmaeonn mhlfara Tc 1I 0350 -nth: BC 3-1 111 n d3 146 121 hs ba) wk 2-3 II 0.410 239 ba (40U) . Nam I)Thad�shasel,�piA9CE7-IOasnfee�byhe7n7FbitaH�ngCade x)3trtQtaad}ior�Thadmmlardhl-m lddbl KvIl p1shwalbl bad,a pndmDd LL4l1):D:f IIhaaadan¢nf,A?,%"I. 4)Arpaq.liyy 3) aiamam,nabaaandvdbmmg \\\, �,1/// a.oafadir,Ca-lnolaaeanappcduhepmetealmim�rahaaapffcdtydl.QpaArslrx I.2O02sarion242 5)L'eduid.pBi '' baed.MWFRSO:d Wft / \_\GEN& I r PE 7 051 I 3T� OF 147nCHAmpyorhF5Ia�spit�r i4aioluanfonaaaadr.7hh nofhu:dniLnlnxubludmd�q'g,aizaeMr�iwnrwugyfdba•heTnex�lawfaaicardnisrq�mlxamc�•ardarry.lv�aoftlxnfn,rana,�rorerghea,•,d: BrimNtB IlvericAvalmiudhvsrg�esampanmfpafasiralmgnnigrgni3.v:y:c�•forkeu+:angmaadsa,:ixNnScdnurufnngra,din'7ni,Yrnminfimunin&Gn.att-ba"paf krndJaaul:rurmavxAl¢rvvmrp;r�da1M kaldy raaR,rr arlys.,� „sow-rcc�np,r0;rar�aa„mna�aa,es(-z762.aa,oxo,rpb�am?o�a anL�sl,e sdpbe�,rafnco."ate•a•:Is-und,�d:��.nlsr.ra�.pt�a�•anlrwn:i,�,r�,;ab ra nls�� •pie 2590xr-ffd aNT.Fi34951 1' Southern 0 IN ki Companies,Inc. Tnlss: MV6 ProjectName: 1452-B *SOUTHERN 2590 N.kin�,Highway TnssDesi.�. dhc � TRUSS Fort Pierce,F1 34951 Date: 6112018 103Q44AM -!T 1 l la;an COMPANIES NYIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 Of] Vaskyr 2016.11P 1Btild 101 Maielial Da versfa>; 1564 Spun I Pitch Qry OHL OHR CANTL CAWrR PLIES Spacing WG TLY 600 5/12 2 0" 000 01)0 04010 1 24 in 191ts 6-" 1.5x3 1 it 2 I 12 5F— it II o N 2x4! 1 3 1.5x3 1 II it 0-0.0 I Loading General CSI Summary Deflection L/ (loc) Allowed Jmd (Pd) ftcdc FHC2717/ TC: 055(1-2) VnCIL On L/999 L/180 TQL: 'I 20 TPI I-2014 BC: 039(3-1) \b U-. OhUp L/999 Lf240 Tac: 7 RepMbrlrea¢: lts 1%: Ob9(2-3) FbaQt• On 3 BOLL: ! 0 DOL: 125% 0.02M.l--20 BCOL: 10 FheQTas Jra), k (1341 ) (21-1 4390.) (3:1-I Reaction ry Jf Twe Maebl RgftVkh M.Re M-2?r U:ldl M.V"Lya M.1w M.H k 3 xRa()wL1,72012)O10 1 72h Ca M.T y ui— 178bs - -77bs -77bs Ohs I lfi(R4qI 726 Ca Mam" Udmun 266hs - -61 hs .61 hs 194 hs MaterialMary Bracing Sum n iary Tc SP( 2112)h32<4 TC&adrg Seaf.J.P .&3AR.Fd4gbyCt— BC SP( BCBr ShmhftMu w6-30.Avind*yah.. 'A s SP(�2012.)# 4 Loads Sm�mary I)Th'snslaslxm''' farirdreEmrtb IOp9lmndxnd6setedplsd®dtads 2)Th'sn�hasbmi fat Ar�ofwidbadihamda�m.1�A9Cf-J-IOul�hefobw:guarddrofip¢160m(Aulinae,E�pcuv.eC,Fuly& ,CnbL•f7Q,BuHrigQrgayRQ=1DD�Wrntffi(g IIns401b,4733�orces SflN%EdZ—Tnc-1•ti0cedw�mrsded.D(IrIG0,0=7 Wdh4fr Member S�mr®alyTC 1-2 0546 -92b BC }I II 0390 -71h vkhx 2-3 I O.01 229 hs (-127N Nkltes 1p,h de�"s mASCE7-10w famodbyteM7Fl il.DAI gCodr 2) CR.Mtb.16, ad�ewtiaiaminrzonalaJ�'msdrcoFsbaavlstrm�mmwavormtmonmma®amd,mnpmfasLbl u.+(Ifa-I)x�I JIi�adpda�mtl�ArsnP11. (/ 3)M.eymnol Cq�11)0,hazbaapp6slnfcphehealm��diy�velvsuspe�'clbykT�MamdanucpsN3/fA I.y102�ron242 \\\`,1 1 I 1!,/// 4)Lad4dupR1 i' h-d-MWFRSQiybadrg. 7 PE 051 i � I �S� OF s� , 40 ID ��1111{111� NJI7d:/mpjofh'ddrelbefivndednierninnmmamr.Then;neJhnid'nlnra;i;baeafa�h+��otmad mtu.urax:.aypGltn•kTnmMandamenrdrdciq•.ntu�m¢�a and¢mpko4;ofixhfumncnvfohlyinT3„diq: Brian M Bleakly R�cAsalmh's aig'rdiatsam}xu¢or�olLaivulm€^m >bY iraArrusnn7*•bad- S�nGchearvcrygvanihe•7mppnNlaramn6tiS.G+amlxks"InBeftradimrcd'nrurtuanAiaeaa'ptns:hille S—Eie.i76051 mandanuedbySm' s>,ng-rxcompeny;la��aa,.zaa,��a�Fsx-n6z.wm.. ,rpb�5a2�7g, �,�t rr�lpb <ar<.zr„�>rya-1s•.na,:,cmr�anls� M.Wd,idi—I,i.via,lspvphe z�lxxr ird�H tt3a9il I� .I Southern Truss Companies,Inc. Truss: V4 N Project Name: 1452-B 2590M king;High gway Trh�Desi� a v Fat Pierce,F134951 Date: &0 0 18 1030:45AMTROTS COMPANIES (800)232-0509 (772)464-4160 (772)318-0016Fax Page: 1of1Trn Vx,kM 10) aierm 1565 Span Pitch Qty OHL OBR CANPL CANER P1JES Spacing WGr/PLY 40-0 5/12 1 000 01" 04A 000 1 24 in 10 Rn �— — —.44-0 1 - 2.0-0 2-" 24)-0 4-0-0 i 4x4- 2 I p o 2x41 2A XX>OMXXXXXXXX 1 3 li I • II 0-0-0 ' G-M 1I � r Loading II General CS1 Summary Deflection L/ (roc) Allowed (� ftCade: FBC20171 TC: 020(1-2) 3tr,CR ObLr L1999 L/180 TOLL: 20 TTt I-2014 BC: 014W) Ih1LL- On LM9 L/240 TCUL: 7 %Pmbrinaesx: 1{s Nm: 000(I) H—OL. oh 3 WILL 0 DM: 125% G,Wr.,F-2n BCDL: 10 1LedrsslJmX'M k (I:1.0.153-3.22) (204313,0) (3:14153322) Reaction�unurrary Jr Type III &mCombo &RNtdf, Maeb] M-R— AeR® M.G-LW M..NidLbfdt M.Lw M.Haz 1 1 48u Gn M—y 156bs 78pr - L6ba -666s 12bs Matenlunmary Bracing Summary TC �(, 2012)tB2x4 TC&sag Shea/,daAaiae,lO-0-O,Arinda$nbyGtes 5P 2012)A3h4 BCBuft She Wb F.iaa,6-3A%f da@,bi0h- Loads S 'I I)Th'sbwhas d. ibt dr Aa 10pdbobmdndi i d*dadta6 2)Thsn�has �,Ja�,drat,edfsaofwnd6ad;i,aaixs4rimah�7.lowiiherobu:,gsmdf.�iptl/An4hWi,aREYn�eC Fvi'F�,dxd.Cnbl•H{4>?�^8�4�'BP�IDO)G+ea1Bt� . LLs s40flx4733 b-15ft&idZm Tnff N*L adwd,mnOYIDQr1,60,OCZm Wdh4ii , Member orces Summary 7zbl uda�MenbafQmaxC9,maaa afro q(mmmapr ra¢addreatr¢.nae.a:elromj TC 1-'1 OL199 -112bs 2-3 0.199 -1126s BC 3-I 0.137 I35ls (.55W Ws Notec 1)Th'ade;®,h II onASCB7-IOaznfamad ybe207HribBuHngCade 2)U.MQ M "CRue/ca®IazdhueamlddYmsdebHekndPtsleoapms„pun¢ofddlmnduebdadts4mmpunias0dlt3.+(Ka_I)xDdl lIiieamfano;vl,R.4/fR 1. \\\``��'I�'///// 3)GsbLiapues '. bunndxntb ft 4)ngicrymma' ,Cq=If10,lasbanappSeibkphthtrals�risdcjpswlisazs�db�hTs,asMandauua paNSRF I.2 &im241 5)LFodwid,9 'si sriossbasdmMWFRSSQIybad.& \\\\\ i PE 051 g3 a OF /ip��s�<r-O�►j I D�� L it �ilittl�� wn�aa;yor sd n�,Fttr amb+ra�mn,�m.7hdmorns:d;�l.�staidon,f a: aamnysnnas fy(�TnnMam,ramnamre�wan4.aaaa�ama.pt orne ronme.:ar«+,ynatau� Brim M.Bleaw t�{'inAsalmbi� aw:gidi��ampauaxsfpmfrulmgrnir,;,y,ue3.�7Sysiyfafen�ampunadrpj,d,oun.Cehemw ryani/,e'Im[,nwlnfmmnnACaualN,s'ry�faaddsvul::rum,4�aAtpbesduFbe f! . BnnFa,e, 6051 mamdeaadb�. pan9sx,g-TeCassry,p;fn-i,amxdanmwd,ESR-n6z..vmv,urphrare20Pr,gG,mL�tcsfa>£vlpbcemsrnllrwlby.•_M,\bd,M—18g,gepb,.".9118-.wf a,fds ndi—hghne' l anns:r8tn,g.•pbc Lcg3)\t5e:.tiehHftr Fl.'i19S s I II 7� i. Truss: V8 Southern Truss Companies,Inc. SOUTHERN 2590N.kin Iiigllway TruoA=grer 1 c raI TRUSS port Pierce,H 34951 Date: 6I'1r2o18 103(WAM Canponezu.,hn ai, COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of l 1�cxi 2016. [BtDld 10] MatcrialDab %er.iom W Span Pitch Qry OHL OHR CAM'L cAM'R PUFS Spacing WGr/PLY 8-M 5/12 1 000 000 000 04H 1 24 in 23 N I 8-0-0 44}0 4-0-0 _ 4-0-0 8-0 4x4- 2 12 12 5� —5 I i �i m 41 2x4 1 3 I it j t 0-0-0 II 8-0-0 r Loading General CSI Summary Deflection L/ (loc) Allowed fmd (pA) B-80dc FBC2017/ TC: 0.47(1-2) 11M OF LIM L/180 TCLL: ID TPI I-2D14 BC: 0.14(34) VnLL• On L/999 L240 TCLL: 7 RCPMbll—. Y. Wb: OD9(2-4) Rn2CR On 3 RC[L: I 0 DOL: 125% Q.PFb='K-2D R.M. it 10 FheOfF�(7 4 (1:14>IS 1 13A :14153-M I Reaction jr T �! c_b. NOh Maeal MaxR®a mRmc m.cvjw M-Wd1W M.Lw MaxFiaa I Qsdioms', I 96n Ga M—ry 279ha MPF - A9hs -99U -24tc Material Bracing Summary Tc SP(.. 2-012))032,4 TCBmmg Shmf dl P.icat&3QR.T de pby0hea BC SP( 2012)A32x4 BCBmng RaMmAufwat6-1A%*tdeppby0bm 1�; 5P(., 2D12)#32,4 Loads S !iu xnm ly I)Th'st hnb-dsym fm/ifabd¢o 10pdkMdiad Lek dpindmdl>.&- 2)Th*.—t.sb-, i& dfmt-Ti .faidka&i,.�.d--ALk9M7.10vAfefo1m%iig xd!dip[160mphuhm4FVoxeC,FtBxb QCabbFTp,Buft0atMITO-IDJ),O+alft Dv.40R.4733(t=ISf(EdZ—Tn.%N&.adxdtmrtddmdDOL 160,OCZ—Wdh4ft Member Orm SD.IIiIIITary Tabti�aMmbclQmazG4.maxaxalfo q(rtarmmp.fua8ddfeaafmnnaxaxelfm� TC I-2 j! 0.467 148b, -1031a) 2-3 0.467 148bs -103hc1 BC 3-1 I 0.136 1111a -SSbsl 41 0.I36 III bs -SSIs) WN 2�II OA92 790ta (-147h) Notes: 1)TNW.jp I,SCE7-IO..f-mlbyf 237FtrG.BaftoC& z)�bcaeaaawakname.�,mlamh�d�ladbso�ewe�mar�e��axofad�m,enematad.�pualaan u.+(1;Q-qxD�u;�a�reannrsrrrl 1. / a)Muarymn 3)Aq -sm mshcmmdmlhmmg \\\,1' f II// . nitm,cy-ID4>a=bm�appamoe�eheal, wa�sa:�aadb�e�er�n+a�acpenbsrtx I.21oz�za2 11 5)Lwdwndup6ft IsmbdmMWFTLSOi}ybad'ng \ M \ i�� PE 051 = ��4 0 ID� 40� j 1(illll N nCEM"OrA';b ndallefiuni4 iotrmaonnntamcTlaasenofh's:diuihalruselnvton nabiaandryuim»ksgptdLylieTrur,MamfaaRrand�dssq�macamvag•ardnruptfrraMheufana6nufirhtyrKtn, Brian M.BleaWy DagcAsalonbi iguduesanq�amofpof irale8^airTMsr�dHmliJ•fuirrusmagwnd:9 nAou¢Sa:frmwry8eeidhe-Impmn7ufimuimSCa�oalNx�'pa�rmaddi'mamfomauonnlnm+morpbrsdatbe SbuaFirr+'76Qs1 ma�ufinunlbyFm.. g-TiCnripanylmna®rdanm�d�E9t-2762.AImn mpbesarctll�uggsmlx/r;aifidpt+eveeBfi �tya�13"wh'diidiaesan 18pugepbSm'Sf IR-,ahaicd'.r,�alr�e�.ion IspuD❖phc 2590141:nu}fd�R Rn�R}t:1<I