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HomeMy WebLinkAboutTRUSS PAPERWORKSOUTHERN TRUSS COMPANIES, INC. SOUTHERN RANDY@SO'UTHERNTRUSS.COM TRUSS 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: COMPANIES Project Name and Address: Oakland Lake Occupancy:. X Single -Family Lot: �I Block: County: Saint Lucie Multi -Family Truss Company: Southern Truss' Companies, Inc. Commercial Truss Engineering Program: Simpson Component Solutions Plates By: Simpson Strong -Tie ',_C Contractor / Builder: Ryan Homes Sy Model: 11833 Elevation: A.D. Options: Per Plan T. fLWkie C41Inty STATEMENT: I certify that the engineering for the trusses ,listed on the attached index sheet have been designed and checked for compliance with Florida Building Code FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces as required by the following provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: --- P.S.F. Design crilteria: 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:12590 N. Kings Highway Bottom chord dead load: 10 P.S.F. Bottom chord dead load: --- P.S.F. Fort Pierce, FL. 34951 Duration factor: 1.25 Duration factor: -- Mean height: 15' Exposure: C *10.0 P.S.F. bottom chord live load nonconcurrent with any other live loads. This is an index sheet submitted in accordance with the Department of Professional Engineering. Tallahassee, L. Engineering sheets are photocopies of the original design and approved by me. No. Truss ID: No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 A10D 21 J2 41 61 81 96 2 Al1DG 22,' J2A ,'42 62 82 97 3 AlA 23 J4 43 63 ` 83 98 4 A2C 24 J6 44 1 64 84 1 99 5 A3C. 25 J8 45 65 85 100 6 A3E 26 46 66 86 101 7 A4 27 47 67 87 102 8 A4D 28 48 68 88 103 9. A513i 29 49 1 69 89 1 104 10- A5131 30 50 70 90 105 11 A6B, 31 51 71 91 106 12 A66 32 52 72 92 107 13 A7A 33 53 73 93 108 14 A7Di 34 54 1 74 94 1109 15 A8 35 55 75 1110, 16 A9G1 36 56 76 17 021 _37 57 77 18 04 38 58 78 19 CJ81 39 1 1 59 79 20 1 D3G 1 40 60 80 L - As witness by my seal, I hearby certify that the above information is true and correct to the best of my knowledge and belief. Name: Brian M. Bleakly Lie. #76051 Cli^, "--opY FILE ' ` � A . T .4 TYPICAL DETAIL. @ CORNER. - HIP NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. OA UP TO 265# = 2-16d NAILS REQ'D. 132.5# per Nail (D.O.LFactor=1.00) OUP TO 394 = 3-16d NAILS REQ'D. nds toe nails only have 0.83 of lateral Resistance Value. - 12 -0 -Q -0 Q 12 if 10VER 9-9-5 CORNER JACK GIRDER • I J1 use 2-16d toe nail TC & BC., H7 Typical jack 45' attachment use 3-16d `C toe nail ®TC TYPICAL CORNER LAYOUT & �-16d _I Typical Hip -jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 TO HIP JACK GIRDER 2-16d nails BC — — — — — — — 2-16d nails — — — — — J5 TO HIP JACK GIRDER 2-16d nails BC — — — — — — — 2-16d nails — — — — — J7 TO HIP GIRDER TC — — — — — —— 3-16dnails ————— BC — — — — — — — 2-16d nails — — — — — HIP JACK GIRDER (CJ7) TO HIP GIRDER HI TC 3-16d nails BC _ _ _ _ _ _ _ 2-16d nails 13 MINIMUM GRADE OF LUMBER LOADING (PSF)• INCR.: oax PBczo17 T.C. 2x4 SYP 2 L 0 B.C. 2x4 SYP 2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24. O.C. SnIJTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, Fort Pierce, FL 34951 COMPANIES (800)232-0509 (772)464-4160 h#://www=uthwrbum =m Fox: (772)318-0016 M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL @ CORNER - HIP NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. Q UP TO 265# = 2-16d NAILS REQ'D. 132!5# per Nail (D.O.LFactor=1.25)' nds toe nails only have 0.83 of © UP To 394# = 3-16d NAILS REQ'D. lateral Resistance Value. W) LO to i 12 �, o� �O !�O I-O 4(D A use 2-16d toe nail TC & BC. Typical jack 45" attachment I .- A "s H5 (HIP GIRDER) use 3-16c toe nail TYPICAL CORNER LAYOUT & 2-16d Typical Hip —jack" attachment CHORD HANGERS FASTEN ER GIRDER JACK J1I—J3 TO HIP JACK GIRDER I TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16dnails ————— J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC ——————— 2-16d nails — — — —— TC — — — — — -— 3-16d nails — — — —— BC- — — — — — — — 2-16d nails —. — — — — HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — 3-16d nails BC _ _ _ _ _ 2-16d nails MINIMUM GRADE OF LUMBER LOADING (PSF) M. INCR.: 25% T.C. 2x4 SYP #2 L D FBC2017 B.C. 2x4 SYP #2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24' O.C. SOUTHERN TRUSS Fort Pierce Division 2590 N. Kings Highway, jCOMPANIES (800)2 2 01509 (7 2)464 - 4160 http://www.southem4vss.com Fax:(772)318-0016 Bridn. M. Bleakly Struct Eng #75051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 i 6Z.- 0% This pmdad is praiecable to similar connedars because of �Geasier iufallaffan, b) higher Inds, c) lower imtalled Costor a Combination of these features. ieAll hangers in this series have double shear nailing — an innovation that distributes the load through two points an each joist nail for greater strength This allows for fewer nails, faster installation, and the use f all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier Installation than the HUS or 7HA hangers, while providing greater load capacity and bearing than the WS. MATERIAL: See tables below and on page 133. �FlNISH: Galvanized. Some products available in stainless steel or ZMAX® coating; see Corrosion Information, page 18-19. (INSTALLATION • Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. - Not designed for welded or nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified. • HUS hangers avallable with the header flanges turned in for 2-2x (3%1 and 4x only, with no load reduction. See HUSC Concealed Range Illustration. • Concealed flanges are not available for HGUS and HHUS. • See Hanger Options, pages 20D-202, for sloped and/or skewed HHUS models. • Other sizes available; consult your Simpson Strong -Tie representative. CODES: See page 20 for Code Reference Key Chart - These products are available with additional corrosion protection. Addilioml produat on Mis page may also be available with this option, check with Simpson Strang -Tie for details. pr These products are approved for uhstallatian with the Stmnodve SD Structural- Connector screw. See page 30 for the correct suhsfWffon and SD screw sae. Model No. Min Heel Heigh Ga Dimensions Fasteners W H B Carrying Member Carried Member SINGLE2xSD7=S WS24 2% 18 135c 43S 13i 4-lOd 2-1Dd WS26 41/. 1%,c 4% 13, 4-10d 4-10d MU526 4"iSc 18 194c 53Sc 2 6-lOd 6-10d r 1.See table on page S allowable loads. W W i 6HHUS210-2 (Truss Designer to provide fastener quanldyfor connecting mutliple members together) � TYR g� 6MUS28 011"MUS211-2 Strong -Tie lob .s 4 Y HUSC Concealed Flanges (not avallable for HHUS, HGUS and , HUS2x) th neouceu neer neight ® Double Double Shear Dome Double Shear Shear Nailing - Nailing Side View Side View (available on Nailing Do not " some models) Top View bend tab U.S. Patent 5,6m,580 [♦ [� �J t= FIlIlo les ; SP Allowable Loads SPFniPAllowableLoads Code Model No. . : _-- k F31Prr floor 11oq� Jionf_ Mma- a60j t .o`oj =# 1� is 760){. UprdC (160) I Floor • (1110) Snow (115) flout (125) Wind (160) Upw (1601 Floor (100) Snow (115) Roof (125) 1 wind (160) Ref. SINGLEWIZEs WS24 490 670 765 B25 1045 490 725 830 895 1135 420 575 655 705 895 WS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 17 F6 L17 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 HUS26 1550; 2?20^ 31z959 3i_5 ,3335=- 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26 -7765^= .�_43kg' 4--:At Y AWE-lg :.., - Wa 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 17, L17 W528 . �1]65-•. _•3�00;: � =�36d�,*�i'z5�. 1165 1200 1365 1480 1835 1005 940 1075 1165 1475 MUS23 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17,F6,L17 HUS28 2000 : 3965 4120 4220 4335 2000 3790 3960 4070 4335 1720 2905 3035 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 5705 6870 7275 2595 4950 5160 5290 5745 I7,L17 WS210 _�9(5'. 3,40�. 325- 650� 90 1165 1445 1650 1795 2270 1005 .• 1145 1305 1415 1745 17,Ffi,L77 'HUS210 _3D©0'= 425A99S A575 °. TD2D 3000 4105 4310 1 .4450 4930 1 25B0 3150 3315 3425 3815 132 Note: For dlmenslons and fastener information, see table above. See table footnotes an page 133. = - These products are avaWle with additional corrosion protection Additional products on Pr These products are approved forbrstaltatian wftlr the Strong -Drive SD Strodrual- this page may also be at2Aable with this option, check with Simpson Strong -Tie for detags Connector screw. See page 30 for the correct substttuthm and SD screw sae Aiodet No Min. He�ght Ga Dimensions Fasteners :.:'OF%SPAUowabfeCoads'E:==;:• J� SPF/HFAllowahtelgads Code ReL W H B Carrying Member Carried Member _, Uplily (,60j d-===: : Flnor::: �(100j_=,(1�1Sj: _T'�sa Snow : r,:•. ;:Roof • i(25j:• s,�.t.._ _Wind •(160)_ Uplift' (160) Floor (1I10) Snour (115) Roo( (125) Wnd (160) DOUBLE2xSIZES LUS24 2 2% 18 3% 3% 2 4-16d 216d 440 800 910 985 1250 380 680 780 845 1D70 LUS26-2 4M4 18 3% 4'h 2 416d " 4-16d ¢1165f; Q38� Bb,=_ ; Z80 ' fi25 ,. 1000 880 1010 1090 1385 17, F6, L17 HHUS26-2 4%6 14 3% 5% 3 14-16d 6-16d ;=�55_Q i-:278's ,`3a55 z`-39U52: `-0265 . 1335 2390 2710 2925 3665 HGUS26-2 49Sa 12 33�u 9/u 4 2016d B-16d 21�5s: '„4355_ : ._5I5; 1855 3750 4200 4500 4795 W. L17 LUS28-2 434c 18 3% 7 2 6-16d 4-16d 1165 1315 1500T 1625 2060 1000. 1125 1285 1390 1765 HHUS28-2 6%s 14 3% 7% 3 2216d 8-16d 2000 42-10 4770 5140 6440 1720 .3615 4095 4415 5375 17, ��Lil HGUS28-2 M 12 SY. 7% 4 36-16d 12 16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17 LU5210 2 RHUS210-2 6'bc 83. 18 14 3'b 344c 9 8'h 2 3 B-16d 3016d 6-16d 10-16d z7745'8 '400 _'� ; r�635 : 90_.7265 90 �6880 ` ._ U:+, :z71fir 1500 3525 1565 4835 1785 5270 1935 5380 2455 5765 F6, L17 HGUS210-2 834s 12 3%s 91/K 4 46 t6d 16-16d �4095 91. y 1Dd . 91U0== ,�J�QO_i 3525 7465 7730 7825 7825 17, L17 TRIPLE2xS17ES HGUS26-3 4% 12 41%. 5'fz 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 V50 4200 4500 4795. HGUS28-3 M. 12 4%1 4 36-16d '1216d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 HGUS210-3 8134s 12 4%t12%. 4 46-16d 16-16d 14095Y 43 U= _9)OU: 9100 � `910U;Y 3525 7825 7825 7825 7825 W, L17 HGUS212 3 10% 72 411 4 56-16d 20-16d 5045 9600 9600 9600 .9600 4335 8255 8255 8255 8255 HGUS214-3 12% 12 .4% 4 66-76d 22 16d 5515 10100 10100 1010- 10100 4745 8685 8685 8685 8685 DUADRUPLE2x SIZES • HGUS26-4 SIA 12 6% Ra 4 20-15d 8-16d •$t1.55i Y_ . �-035_� . 4M 3-- 523p . . _... , 575 1855 3750 4200 4500 4795 t7, L17 HGUS28-4 7Y 12 6%s TKe 4 36-16d 12-16d ?35^ 79- = 4 4fi— ski) = 2785 6415 6415 6415 6415 HGUS210-4 91h 12 634s 9%a 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 W,, F6, L17 HGUS212-4 HGUS214-4 10% 12% 12 12 6% 69s 103E 12% 4 4 56-16d 66-16d 20-16d 2216d = 5 15-Z ,:,96003t OW S600_ 0 . 9600= 010Dy' �¢00 07Dg .4335 4745 8255 8685 8255 8685 - 8255 8685 8255 8685 17, Lil 4x SIZES LUS46 4% 18 334s 4% 2 4-16d 4-16d 1165 1030 1180 128D 1625 1000 880 1010 1090 1385 17, F6, L17 HGUS46 431s 12 3% 47% 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17, L17 HHUS46 4%F 14 3% M 3 14-16d 6-16d 1550 2790 3160 3410 4265 1335 2390 Z710 2925 3665 LUS48 HUS48 • 4% 63S 18 14 3% SYx 63; 7 2 2 6-16d 5-16d 416d B-16d v 165" �� -- 55Q '�1315 , -_�-=.= 5.95� �1500 8 „ T]625� 1960 2U60`' 147t 1000 1550 1125 1365 1285 1555 1390 1680 1765 2115 17, F5, L17 HHU548 61k 14 3% Th 3 2216d 8-16d j20b0 215='Qti 1720 3615 4095 4415 5535 HGUS48 V. 12 33i 79. 4 36-16d 12-16d :�3235' �4�6�D� �A6 - ���46U 2785 6415 6415 6415 6415 17, L17 LUS410 61h 18 3%. BY, 2 8-16d 6-16d 1745 1830 2090 2255 1500 1565 1785 1935 2455 HHUS410 8% 14 3% 9 3 30-16d 10-16d 3745 5640 6385 6890 J7165 3440 4835 5480 59j0 616r f1,F6,L17 HGUS410• 834G 12 3% 9 4 46-16d 16-15d 4095 9100 9100 9100 3525 7825 7825 7825 7825 HGUS412 1034s '12 3% 10r/s 4 56-16d 20-15d �504_, �6 �60B,= �00Q 4335 8255 8255 8255 8255 R, L17 HGUS414 1PAc 12 3% ITA 4 66-16d 2216d � •t551 . :111100' a�01Dif =10�OOm -10104�? 4745 8685 8685 8685 8685 1. Uplift loads have been increased 60%fir wind or earthquake loading with no further T ANSIIPISPF T-ANSITPISP and T-ANSrIP1DF for allowable loads that consider Increase allowed. For normal loading applications such as cantilever construction ANSUTPI 1-2007 wood member design criteria (see page213 fordetags). refer to Simpson Stmng-Tie° Connector Selectoi*sattware or conservatively S. Loads shown are based an minimum of 2-ply 2x carrying member. With 3x carrying ^ divide the uplift load by 1.6. members, use 16dx2W nags into the header and 16d commons into the Joist with no 2. Wind (160) is a download rating. load reduction. With single 2x carrying members, use 1 Odx1W nails Into the header ® 3. Wmhmum heel height shown is required to achieve fug table loads. For less than and 10d commons into the jo"rst, and reduce the bad to 0.64 of the table value. H minimum heel height, see technical bulletin T41EDHEEL (see page 215 for det2&). 6. NAILS-16d - 0.1W dda x 3W long. 4. Truss chard cross -grain tension may limit allowable loads Refer to technical bulletins See page 24-25 for other nab saes and information. b m CO C C y 133 a a v C 0 v E V r y e C� i 42 ,: y 4a 0 S� iv C C W Vkeeted Wadi & Structural Composite Lrim Actual Joist Model No. IGa Size W H 8 L4 2 5'% x 7 HGUS5.50/8 12 HU610/HUC610 HHUS5.50/10 14 HUCQ610-SDS HGUS5.50/10 12 HU612/HUC612 ,5/ , HHUS5.50/10 14 HUC0612-SDS HGUS5.50/12 12 HU616/HUC616 5'/. x 14 HHUS5.50/10 14 HUCQ612-SDS HGUS5.50/14 12 HU616/HUC616 5'/, x 16 HHUS5.50/10 14 HUCQ612-SDS 11 3 - HGUS5.50/14 12 5'r4 12% 4 - HU616/HUC616 5'r4 IT% 2'% Min 5'/, x 1d, 14 531 5'k 12% 2'k Me) 9 3 - HHUS5.50/10 HUCQ612-SDS 5'k ' 11 3 - 1 3US5.50/14 12 ] 1`4 12'% 4 - HU41D-2/ 7/ 9% 2'% Min E14 HUG410-2 14 7'rb 9% 2% Max HHUS7.25/10 7'/ 9 3-Ma - HGUSZ25/10 12 7'/ 8% 4 - HU412-2/ 7'% 11'/ 2'k Min 7x HUC412-2 14 7'/ 11% 2% Max 11'/,-11% HHUS725/10 7/ 9 334a - HGUS7.25/12 12 7/, 101e 4 - HU414-2/ 7% 13% 2'% Min 7 x 14 HUC414-2 14 7'/, 13% 2% Max HHUS725/10 7/ 9 344e - HGUS7.25/14 12 7'/, 12-% 4 - HU414-2/ 7/ 13%% 2'/z Min 7x1¢ HUC414-2 14 7/ ja% 2'k Max HHUS7.25/10 7/ 9 3946 - j HGUS7.25/14 12 7/, 12334, 4 - HU414-2/ 7/ 13% 2'k Min 7x18 HUG414-2 14 7/ 13% 2'k Max HHUS7.25/10 7/ 9 3% - HGUS725114 12 7/ 12%, 4 - 7x14 to 30 For additional hangers see HGU/HHGU on page 107. See footnotes on page 105. Fasteners Allowable Loads in/ DF/SP Species Header SPF/HF Species Heade ax Face Joist Uplift Floor Snow Roof Floor Snow Roof 1160) (100) (115) (125) (100) (115) (125) lin 20-16d 8-10d 1515 12975 3360 3610 2565 2895 3110 ax 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 - 56-i6d 20-16d 5045 9600 9600 9500 8255 8255 8255 - 56-16d 22-16d 5515 10100 10100 10100 86B5 8685 8685 - 14-SDS''/'x2W 6-SDS''/,'x2'W 2510 5460 •5560 5560 3930 4000 4000 in 1016d 4-16d 900 • 1490 1680 1805 1280 1445 1555 LX 14-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 - 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 n 1416d 6-16d 1345 2085 2350 2530 1795 2025 2180 x 18-16d 8 16d 1795 2680 3020 3250 2305 2605 2800 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 12-SDS''/,'x2%' B-SDS''/,5c2%' 2520 4680 5380 5715 3370 3875 4115 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 i 16-16d 6-16d 1345 2380 2685 2890 2050 2315 2490 t 22-16d 8-16d 1795 3275 3695 3970 2820 3180 3425 3D-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 14-SOS %'x2%' 6-SDS'/,'x2%, 2520 5315 5315 5315 3825 3825 3825 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 30.16d 10-16d 3735 5635 6380 6880 4835 5480 5910 14-SDS %'x2'/z' B-SDS''/,'x2'h' 2520 5315 5315 5315 3825 3825 3825 6616d 22-16d 5515 10100 10100 10100 8685 8685 8685 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 26-16d 12-16d 2695 3870 .4365. 4695 3330 376D 4045 30-16d 10-16d 3735 5635 6380 688(l 4835 5490 5010 14-SOSY7c2'%- 6-SDS''/,'x2'%' 2520 1 5315 1 5315 5315 3825 3825 3825 6616d 22-16d 5515 10100 10100 10100 8685 8685 8685 20-16d 8 i6d' 5 2975 3360 3610 2565 2895 3110 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 3D-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 14-SDS Y,'x2'%' 6-SDS''/'x234' 2520 5315 5315 5315 3825 3825 3825 66-16d 22 16d 5515 10100 10100 10100 8685 8685 8685 14-16d 6-1 6d 1345 2085 2350 2530 1795 2025 2180 18-16d 8-16d 1795 2680 3020 3250 2305 2605 2800 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 4616d 16-16d 4095 9100 9100 9100 7825 7825. 7825 16-16d 6-16d 1345 2380 2685 2890 2050 2315 2490 22 15d 8-16d 1795 3275 3695 3970 2820 3180 3425 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 5616d 2016d 5045 9600 9600 9600 8255 8255 8255 20-16d 8-16d 1795 2975 3360 36i0 2565 2895 3110 26-16d 12-15d 2695 3870 4365 4695 3330 3760 4045 30-16d ID-16d 3735 5635 6380 6880 4835 5480 5910 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 2016d 8-16d 1795 2975 3360 3610 2565 2895 3110 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 30 i6d 10-16d 3735 5635 6380 6880 4835 5480 5910 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 20-16d 816d 1795 2975 3360 3610 2565 2895 3110 2616d 12-16d 2695 3870 4365 4695 3330 3760 4045 30-16d 1H6d 3735 5635 6380 6880 4835 5480 5910 66-161 22-16d 5515 10100 10100 10100 8685 8685 8685 SIMPSON $trorigTe 1=1 1 19, L12, FB 19. F23 19, L12, F6 19 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, F8 f 19, F23 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, FS 19, F23 19, L12, F8 19, F23 19, L12, F8' 19, F23 19, UP, F8 19, F23 Q a MINIMUM GRADE OF LUMBER �, Top Chard 2x4 SYP #2 SPF #1/#2 or better Boll Chop( 2x3(+) OR 20 SIR #2N OR SPF #1/#2 or batter Wobq 20 SYP #3 or butter (0) •2x3 MAY BE RIPPED FROM A 2xa. (PITCHED OR SQUARE) (49) AITAOH EACH VALLEY TO EVERY SUPPORTING TRUSS• WRHI (2) 10d BOX (0.136' R 3,8NNLS TOE —NAILED FOR FBC ODI. ASIDE 7-10 _L PH *IND. _—Pa- MEAN HEIDHT. ENCLOSED BUILDING, EXP. 0. RESIDENCIA, WIND TO DL-B PSF CUT FROM 2xS OR IARGER AS REQUIRED 4' '0" Max lyyr V2x4 8'-0" Max 1■3 I 6'-0"Max Sincin 20'--0" Max (**) SUPPORTING TRUSSES AT 24" O.C. MAXIMUN SPACING, SOUTHERN TRUSS F" 2800 If K "g COMPANIES ( )Fort B09 7L 800 z32-0908 (772�4E Fax:(772)310-001 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1x4 'r-BRACE, 80R LENGTH OF WEB, VALLEY WEB. SAME SPECIES AND GRADS OR 9rrmn •ATTACHED WITH Ud BOX (0,15551287 NAILS AT 8' 00, OR CONTINUEUS LATERAL BRACINO, EQUALLY SPACE, FOR Y CAL VALLEY WEBS OREATER THAN 7'—s'. MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'-0", TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WRHI I)VOiAUJ1TI0N ACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS OR ORRUNS AT 24" 00. OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN BY VALLEY TRUSSES USED IN UEU OF PURLIN SPACING AS SPECIFIED ON ENCINEER9 SEALED -DESIGN. )HT7}iEALYISMVALOTN O SLOPEOTE7PFTRUSS BAH HVLEE�UR�DONFH0CHOR (+t) NOT LARGER SPA i2FA BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES BOTTOM CHORD MAY Uz SQUbRE OR PITCHED CUT AS SHOWN. (2)12d SQUARE CUT SQUARE CUT (#*)TOE NAZI V EY �M CHORD IRAs" w7" BOTTOM F RO VALLE( OPTIONAL STUB OPTIONAL HIP 5") END VERTICAL JOINT DETAIL w c= r- rn 1 r—t S=—[ Erection bracing Is not the respanfflV of truss designer, plate manufacluror ndr truss fabrlcalor, ptrsom erectingg imam are ooutlonW to seek profssdonal to toppling afts regarding trecllon bracing it Ich Is always required formal and dominoirp during traction; and permmanl bncing Which may be rrq" In applica0om. Sea'BCSI—BI Summary shod Commenlory and noommtn- /Talon 8t�apeclllo t �dlons for handhg, Imla@ng & bmdng mdol plate Connected Sod lrtwes ((NQ• 'o 4-41 BD Tntses on to bt rrecitd and Imlentd In fos(entd In slnyhl end plumb position e where no shtoN, Is applied dhcly to the top chord sf they shall bs bmctd as eI clBtd on Ids ruse design. Trusses shall be handle W31b reasonable can during tRcUtn to I dt . FRAMINQ .a.� Loadlna TO LL 20 20 PSF TO DL 10' 15 PSF 130 DL 10 10 PSF BC LL 00 00 PSF TOTAL LOAD 40 45 1 PSF kC110A rMOR 1.25 1,25 1�OTN�LmN�GIN �� , SOUTHERN TRUSS COMPANIES am ming Group Speale® and Qradeae GROUP A- 5 UGE— E—r IZ Eh1..P I 2 STANDARD 2 5ND 3 9TUD J STANDARD MUM FIR —LARCH 8MSTANDAMRUNE 3 STUDSTANDARD . 1 QmLE TRUSS DETAIL NUMI LIVE LOAD DEFLECTION CRITERIA IS VZ40, CD�0FNOTPS FOR 136 Nr1N00SBARIO SF TO DEAD LOAO CABLE END BUPPOri(S I = FROM 4'^0" , ' ouTLuoiim WITH Z--D DmHhNO,OX iZ PLYWOO{00 OVERHANG. A i) FORE�7 �L' BMCEW9PAQEdNAIILLSS AT Z" CC. rr� BFOR 2) 1' BRACESi SPACNAILS BETWEEN7 3� Do. 1B EN ,ZONES ANO 0. 00, BETWEEN ZONES. ' :' 6 RCILCi NCENMUST BE A MINIMUM OF 009 OF WED DAB • %(MeW PLATE SIZES TIDAL OTFI NO SP GE LESS TiN 4-0 1n4 OR 2113 OLE99TTHAN�7N'-Ie'0,� BUT 2n4 GREATER PEA( PIJDE AND HEELRPLATE% C R REFER TO CHART A130VE rum mr+n w+o• •- •�•••... - V�f r n f C-0 Encgon bracing III not Ihm nmponalblllly of Iran designer, Plato manufaclurmr nor Ina lotalcolor, penoln emUng tram are cwlionod to mash pnfamsioncl h n red to pnranl toppling advkm ngardlnp mnoCon bncing'w which b allraym 9d uirad N and dmmbacing during arecton; and pmnalvat bracing'which moy be n9 rt Plerce Division spacing opptcallonm. Sol Vjl._91 Summary shaol Commentary and recoTmmn- 2880 N. IKIng, Hi hway, dagmtu far handling, indaMng k bracing mobil pida eonnecled nod trusses 01). Fart Plmrcy FL 114g51 TNppm an io bs eracied and foelenod la fadanad in a mbaighl and piamb pm:wn 10)232-0308 ((772)464-41 SD ghmn no ehooI)l im gppllad dinally to the Icp chordo, Ihey shag 6o brucad as Fan:(772)A B-001 B spadg� on the buss deign. TNnes ahog ba }wndlo'will reasonable care during moximun Total Load 6D PSF SPACING AT 24" O.C. -F dc::;.A P!�pJ�b�ck ®�ta.oI MINIMUM GRADE OF LUMBER Top Chord 24 SYP #2 or better Boll Chord 2x4 SYP i2 or better Webs 2x4 SYP #3 or better REFER TO SEALED DESIGN FOR DASHED PLATES• SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPUCES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. ATTACH PURUNS TO TOP OF FIAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED. PURUNS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENOINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDRIONS: j (4 MPH WIND. 30' MEAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN HOOF. 1 MI. FROM COAST CAT 1. EXP C. WIND To DL—a PSF, WIND BC DL- PSF 140 MPH WIND. 30' MEAN HOT- FFBg�2010 ENCLOSED BLDG. LOCATED ANYWHER N ROOF WIND TC DL-B PSF. WIND BC DL-B PSF. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 1x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND BOX LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER AND BOX ENGTH OF WEB MEMBER. ATTACH WITH 16d NAIL AT 4" 3 C. JOINT TYPE SPANS UP TO 30' 34' 36' 52' A 2x4 2.5x4 2.5x4 3x5 B 40 5x6 5x6 5x6 C 1.5x3 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 *ATTACH PIGGYBACK WiTH rxax1/2" cDx PLYWOOD WiTH 4-#5d NAILS IN EACH BOTH FACES 0 '4'-0" O.C. MAX. \/\/ = r— r-n T r—t c_7 t Erection bracing b not the responsibility of Ines designer, plate manufacturer nor truss lubricator, persons erecting Imun we cautioned to reek professional S(3STRERN advice regarding erection bracing which u ahsaye required to prevent toppling TRUSS Fort Pierce Division aN. ceKings and dorrdnofig during erection; and permanent bmang which may be required in specific opplfcolions. See 'BiS1—Bl Summary sheet Commentary and recommen— 2SB0 HI hr+i Fort Pierce, FL Ja4B51 dotiotu for hondrmg, bistolMg do bmcfig metal plate eonnealed wood irvases' (IPQ. COMPArdiE•S (800)232-0509 (772)464-4160 Trusses am to be erecled and ImIened in lastened In a straight and plumb 011on m�,y/.......u...w..a . Fax.(772)3113-001B when no ahwft is a plied dhcUy to The lop chords, they shall be braced os apecIn d an the Imes Sssign. Trusses shall be handle with reasonable care during _..n.. 1...--1 a........ i '11-�C C Maximun Loading 55psf at 1.33 Duration Factor 50psf at 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING AT 24" O.C. i SCAB -BRACE -DETAIL ST -SCAB-RACE 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 +/- 6". *" THIS DETAIL 1S NOT.APLICABLE'WHEN BRACING IS "* REQUIREDAT'1/3•POINT-SOR ]-:BRACE IS'SPECIFfED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3" X 0.131 ") NAILS SPACED S-O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 Ibs MAXIMUM WEB LENGTH =-V-0" SCAB BRACE 2x4 MINIMUM WEB -SIZE - MINIMUM WEB GRADE OF #3 I Nails / 5ectlon Detail Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. T-BRACE / I -BRACE DETAIL Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length: Note: This detail NOT to be used to c6fiJert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattem T-Brace size I Nail Size- . ( Nail Spacing 1 x4 or 1 x I 10d 8" o.c. 2x4 or 2x6 or 2x8 I 16d 8" o.c. i Note: Nail along entire length •of•T-Brace / I -Brace• (On Two-Ply's.Nail to Both Plies) .. ' I alternate position WEB ` Nails j Section Detail T-Brace \ Web alternate position Nails web I -Brace Nails Nails SPACING k t Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size ' 1 2 - 2x3 or 2x4 1x4 (*) T Brace 1x4 (*) I -Brace 2x6 1 x6 (`) T-Brace 2x6 I -Brace 2x8 12x8 T-Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8 I -Brace T-Brace / I -Brace must be same species and grade (or better) as web member. (`) NOTE: If SP webs are used in the truss, •1 x4 or 1 x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1X bracing material, use IND 45 for T-Brace/1-Brace For SP truss lumber grades up to #1 with 1X bracing material, use IND 55 for T-Brace/1 Brac L-BRACE DETAIL Nailing Patter . L-B race size Nail Size Nail Spacing ilx4or6 10d 8"o:c. 2z4, 6, or 8 16d 8" o.c. Note: Nail along entire length of L-Brace .' (On Two-Ply's Nail to Both Plies).• I I WEB Nails -A SPACING Jr } i L-BRACE Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover 9090 of web length.- i \Y I (Nails � Section Detail 175�61 L-Brace I Web I I must be same species grade (or better) as web member. - L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1 x4 *�* 2x6 1 x6 *** 2x8 W DIRECT SUBSTITUTION NOT APLICABLE. L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 , 2 2x3 or 2x4 2x4 ... 2x6 2x6 2x8 W •** — DIRECT SUBSTITUTION NOT APLICABLE. Southern Truss Companies, Inc T AlOD <:.. .<.::.. SOUTHER g3 I$ giwaY RN 2590N. kin PlojedNme: 1833DA T311sDesg=. ft 7RI OS Fort Fierce, F134951 Date: 922MIS 92$12AM �, Trum CGMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax �SohltcmT1 rt i Var im M16.11.3 [BlaldIO] MatmWI)a�bmvelsim 1565 SpL Piuh Qly CHL Q13It CANfL CANER PLIES Sp ft VU lmy 4800 5112 1 000 000 1-00 1-m I I 24h 222lls I 4&40 5.7-12 4-4.4 7-0-0 7-0-0 7-0-0 7.0-0 4-4.4 5.7-12 5-7-12 10-0-0 17-0-0 E 24.60 31-0-0 3B-0-0 54HSIS- 3(4- 5x7- U4- 5x6HS18- 12 5'F_ 3 4 5 6 7 �5 T W\ IA/ 8 '101 2<101 1$ - T 15 14 13 12 11 10 3X9 4x8 HS 18- 3(4- 3A 4x8 HS 18- 3x9- DO-00-0-0 9-0-0 9-rr2 B-11-11 5-6-3 �540 10k0 19-C 2 28-513 38" 47-0-0 Load'rig General (mumlary Deflection Lt (loc) AIlowed Lmd W BitCA: lW2DI7/ TC: 0.73 PA) VOM, u7h L959 (12-q LIM TOLL: 2D TKI.2014 RC: 06)(lo-m V dL: a55h LWI (12.13) LIMO Tom.: 7 P4,mbl—; ffi Nft: 010(4.15) RaCR: 029h 9 BQ.L: 0 naL: 12574 aup3bnor,8u�2D I BCCL: ID PhkCaads(M>(gJ: (15.41AA) (250,3-33xf.) p=('13-12A) (<003$1) (7D428P) (C�384) (71H31$0) (80A3-13211 (95y1AJ1) (IPl-12jSp) 0.10-0yoA) 02D-03SA) (13U038,a) p4DODQa) (LSd-723$a) Reactioia .Slmunary Sr %pe Ilgttmho Bgrdb M&U Rg3By&% ?A.Rmd MmRha U* M.W�drA m-yM Mulish 1 I7 CW4 1 8h C..&m_.Y 3Doh L776b - 7771n Alb 61b 9 MWI(W4 1 8hC=*Mamy 31)Ob 1.7761B 797h, Alb Ob Materdal Su rnary Bracing .Stinrtmly TO iPWl3)822c4 -qt TCBremg 3nAaiQAvhmt2-3-0,Rni4d�lpOhmt M R•(AiSM-2013)SS214 S-7 1p(AL262013)ffi2N EC 1£(A7SaM2013)SSW BC8®g 3.b9.PA-t.7-1D41PAft lyCbn VfBa �(ALBY>7D12)832c6 Loads ry 1)'lhbloaho. i�rleied�deblOPil�dadiehndpindsdhah 2)1fi'st�ha6md%g�dfahediacdaudhe�hmdmat�P�7-30a;bbd'owdg�ddn�dipC 1EOm)hnl�ra,�..rTa�y r�d�Bd$QYIIQ����� ffic4D$s473aiaF dZ T..Al.mda,b =r1L0.CCZ—WHh4fL 3)Mnnmm miegea5cbadgh®d._j'lBC•BL616O71 hemza6®eWId Member Forces Sammy Mbkh&W =b.M new--;,Mm(mr=mTdstrxmmw.&ff..O TC 1.2 am 4A90b 4-5 Ohm 4ml. 7.8 a726 ?1739b �3 4ml. 0726 -3X91MJ-6 a605 4S841n 89 0658 3-4a421 -3M4b. 6.7 OA21 b BC 9-]0 0594 3g9b (-ZM614 12.23 "M 5P84b (-416hO 35-1 a591 309b (•2,l451a) ) . 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YSATE 11!!I(Ill� 1JJIICEAapydhbdm�d�e5mbedbheaidmmrtedz9�ed�otbehdxihWYnmbtndmd�uiQemdmPimmt�idtgb'Bu®Tf mdrtl�Wmhnmvsy mdmmpl4umdhoFmn;��fuhlryheHtiig 71agysA®Imbedrm�igodmbmq�a-dpo6�tagumggn��iyml�5nc�lvm®Pmmtd�dwu�LemmPogeadhe^lmpubfid®nim&(beeAi>ti'P44�xedd�dofmn�onA9mme�pbb�Lalbe Moldy BISRM Moldy Smp$3aeg-TeOrmpmBlms Fffit27R.A1®mapltism208mgm�apcEdPk 6vd6'n'+d6"ahid�hdimbnl8giaeepYla5818;ahBvfmbah�b�l8gggepbh 25903i R9MR34931 Southern Muss Companies, Inc. � ..k SOUTHEMN 2590 N. king; MBh�y ThwDt,. : dr M..:•'.::,::.:::::...:: '; '•-illSS Fcrt Pierce, F134951 Date: 9MMIS 928.13AM gyp° FM (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pop: 1 a'3 Truss .COMAN1ES lFzm= 2017.7.1 pffi23 lte-alDnatm mmoo: 1565 pb:h Qf C. CER CANrL CANER RM Specug WGT/PLY 4800 5/12 1 ON 00-0 1-00 1-00 2 12II1 2901ts 46-0-0 41-10 310-6 54-13 6-4-13 6-0-13 Fr4-13 6�73 3166 41-10 4-1-10 8-0-0 14-0-13 2a310 %2'1 317-3 48-0-0 T- 11 T �a 7xBHS 181 4x4- 1x41 8x8 HS 18- 4x4- 4x4- 7x8 HS 181 12 is I0 it 10 ID 4x4- 5x6HS 18- 4x7- 4x4- 4X8- 4x4- 4x8- 5x6 HS 18- -a.j8 JB JB ® ® gil ® ® JB EE JB ® EE EE JB Je CJB JB M D-" 0-0-0 7-0-0 6-0-13 6-4.13 6-0-13 6.4.13 M171 8-0-0 14413 , 20s-10 27-2� 3373 40-0�0 47-0-0 Loading M &MMMU Deflection L (loc) TH wed Lind FW r;1/ TC: ORO.1) IMQt 178u LM (15411 L/I80 TQ,L: I'Genend MI-MI4 BC: 0MA -16) I VKM 06u I L/893 (16.16) L/3W Tom.: 7 14Pmb l—: I•b V,%: 092(i-18) B=CB: 09Au 11 B=: 1 0 IIOL: W% QapRdxx.- D 11 EMC%IV4 1 8u CmmiMamy 3DDn Material S mm3arya 3d ;PKSCSw1 SSW 0 se(MAMM 3)IS?a6 BC 8PKSMw13)882t6 xdm �plsxwlz)e3m1 Loads Hwrimary Brachig,%nVIMTcBmig v1bb 114FU&d pbyChn 3CP.ft 9-fW.P.b.d4-aon dmjpbyaem•. 7'7 i PE 76051 r r -a % s ATE j0.c� GRID 81QNAL. /1111111�� irw `(o x n a M a i3 lay 9 g Pala w v �a aid O Q v i. S9.�g+dxA S AS88SA9 Fnr 5� :f !I W ^ N <;:.:: ��� $ 7 RRf3Fi Y�19Y9 €IF1FI�k �iNtE tdA44 9-11131Hoi �t= Southern Truss Companies, Inc. Tmss: Al1DG SOUTHERN 2590 N. k{ngs Hig muy � Dame: . 1833DA &r 7dQ TRUSS Fort Pierce, F{ 34951 Date: 9/I72018 928:13AM p T� COMPANISS (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap 3 of 3 Vasi= 2017.7.1 [Md4 MaterialLhtabasevMM= 1565 Span Pitch Qq, C1II. CER CANfL' CANTR PLIES Spacug WGUPLY 49W 5112 1 00.0 000 Lao 1-00 2 12in 2901ls Truss-to-tnss Cbmwtioffi &UMnry Nam XC-x s)I�tnma�ekm�edeaomtPv��atbmai�,ac6em�eh�py Em6eh�gaeaeohmadn ���s�t�ommeb u)r�mo»amayH�r�i�am 1z)I.6elwodu'p�mdrmab®dml�SVnR6�ljbaffn5 I PE 76051 r ,Ir Z -o S ATE / {� Ss/ONAL ��G ��\~ //IIIM " Southern Muss Companies, Inc Tmss: AlA � 2590 N. Id n H, � omay PmjectMme: 1833D-A 'Pq rM SOUTHERN ,-TRRSS Fort herce,F134951 Tnlslksg=: dhr Date: 9MO19 928:14AM C. COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 1 c' 1 Vnim-2017.7.1 Puild2] MatzrWDatabwevmsi= 1565 Span Pitch Qly CEL C3HR C:ANFL CANER PLIES Spachu WGT/FLY *6i O 5/12 3 ON OLM 140 140 1 24h 24211s 46&0 1-4-07-1-5 7.55 7-55 7-55 7-5-57-1-6 1-4.0 8-M 1 _10-11 23-0-0 30-9-5 i 38-2-10 45-" i 5x6- 6 12 12 5F- 15 3X4 / 3x4 \ 5 i 7 3x7/ 3x7\ 3X4/ 8 3X4\ 3 9 eI ,x5j 1xsI 4X5- 2 0 4X5- 1 T 18 17 18 15 14 13 19 3X4- 4A 3X4- 3X4- 4A 3X4- 12 5x5- 5x5- i 0-0 0 0.0-0 1-4-0 8-66 8-10.6 32 T 8-108 88-7 1-4-0 310.E 18-8-13 27--11, 36-" 45-4.0 Loading General M Suzzoary Deflection L/ (loc) Allowed La.d (X0 B]tOD&: PBC2DI71 TC: on" WCEL 052b LIM (17.18) L/180 TOLL: 20 MI.2014 BC: 047(12.13) ,Lt1.1.: 022b L/999 (17-18) LIM TaL: 7 Bq)Mbd-; Ys Rb: 096(6.15) Cad/m'n.: ODlb 2L/999 (1-1) 2L/121 BQ.L: 0 nm: 125% C WCEU .: ODlb 2L/999 (11-11) 2L/120 B=: 10 $a(R 015u 12 Phb06�i (Y/+A4T (19-149-1A) (24143-L%-) (15-1(k4.7.-) (40.141.1=4 (5-3-=) (604 -13A) (7110313A) (80.11.1-1422) (11-]Op•7TR) (100.11,111M) (119-I4ylA) 022-103UA) 03D0.7$a) (1042-0A.) (15b4MA (160 A4A) (170-02AA) (181FQ34p) Q924)-0A) Reaction .SIInmm" jr mmb Bmvdk M.I vw P.M.Wffi ?A-p-d Mmcciav Mu MxMacEvrb .19 Ph(W.M 1 8m Cma*bimn MM 1,8Z3b - 715 -775b b 142 12 HRdC," I 8c CmamM.y 300b 1AT3b - -775b -775Le ob Material .&molar Bracing .R1[r[ix TC SPKS W13)d22.4 TCI,�dg &mLd¢Ba(metb6-0,Aa1ad IgCdta¢ BC sp(AL94 mn)SS2.4 BCBreibg SomArdaAo6eLLS4QAa<ada�FgCLmt Fba 9PKBO6Ml2)fB2[4 Loads *¢nary 1>iL'shml®b®d�edfa; h�deblOptLo�dtmdbeLedplydsdLoda 2)iL'eYaxhabmd�dflbeBeEdaodhdLesad;na�A4�l-lOxfi6ef�uga�d�¢160a�phalm�HryOa+eC.FLtJF�CL6�BdS�g�$a<9H([-1fI0�OwdR1{B I5ma409:4MU-l5$13iBvdZmdhDleu$.W,basaA 'DC -lM.CCZ-NTV14fi 3)Mn®aa- sImmcubb16075 bmotbm qi&d Member Forces &mmu r3' TbLLdmffiMmbQ)>.pwCEzmmCa q(amcmm�rm:rdi7eet5®muamrmd TC 1.2 a562 -Mb. 56 0249 -Zb21b 9.10 0599 4xobb 28 a599 459b 6-7 am -ZMIE. 10-11 052 67ib .. 3-5 0885 -3.189b 79 0m -3 90b BC 11.12 am 706b (-264ba) 15-26 0A34 lwb. (•703b) Lm a= m6b 12-13 a473 2901b (-IX7b.) 16-18 n468 2a98b. (-IMb,) 13.0 a468 2A97b b 18.19 OA15 29mb. b (263b.) \\111 I - Vb. 219 0190 S98b (-522b) 5.16 Ow mM 743 an 478b 3.19 a942 -2A566 6.16 093/ 846b (-395b) 9•19 OD96 301b 3.18 0096 304b 6.15 099 846b 9.12 -22DLs) �\ 1V1 • L �/� (B (•Zt0br) (-395b) "a -w3b 5-18 am 478b (•219b) 745 Om429bt 10-12 m 599b ��\ (5M b.) --, \s ENs \ ` Notes `z 1)TI®d�ebealmA9CEb10auEa®dby1x2LL7Bviln Code j C 76051 2)1htQta.dliaa:Qmbe.�mlmdhv�mlddhd�debEeLedplaLea�ampmatoldd}doadamdadtrulamptdmAO IL+Qic-1)sIM1II.uamid®awLIOS/lY1L PC +-�c.� \ 3) mdolfam.Oq=USgh�bmop{idbbepl9ehdalnabaaede(3.vnf�mbna3ma7DY.f6trim5m7abmmby/wh�oM�mapcMl$/1R1.20019e�23A9 1 �" 4))od�molb.mLlaehmYaid(CfiVt�idmLeLotimj.)bwnRan.atl3lt�kedR�1'd46m+bL�aal.a�UWfiB4YAIDU)�raelmxdeobCLB.mddagimmmmgsa -);, -• DWF>glbIIdal� Y 1 _ ATE •- i� Yam• ss/0(VAL G //1f1111�\ 1DQmAapyafbbddt.�LmibdLbceamaadaaor.Thed�ar4ba6ui3W.�m'shmdmh�aim®dtaq�immsm}plait/LeTim�Mamfadcmdedsepmbeatma�®dampbm®dhnt'amdmMfahb,beH�ifgg 1�eA®imbiedimeq;Ldic�om�n¢dP^� 8 �1''6a•behmampmem.k�dm�m8xbeaHep�emdhB7mpa�aaQ�o(m&G.,d Jo9e^ Al b $1H11M Hle8ldj' --rb dbya pm9arg-Tdmpma7aeuaomtnaadtiE4F2762 A1mmL.P�'�B�IBem dPbk�ee6bwdFya�sIB'v5bbdmts®18gg;�tr ar5Si8',abbndrabeb�mtm BtuaEgFfll6¢SI 290IS Pea;B34951 Southern Truss Companies, Inc Truss: A2C :....,H < ter,. SOUTN6` N kin Hi wa 2590 N. its � Y Ploj dMme: 183iDA TmsDes =: &r. 'Talus$ Fort Fierce, F134951 Date: 9=18 928:14AM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10171 Tnxs 1&skxr 2D17.7.1(BiM4 IvlaterialDli�wvenim: W Pitch Q(y CHL CHR CANU CAM, PLiFS Slacilg VJ=Y 46M 5/12 2 i DUD DO-0 1.00• 140 1 24in 267)6s r 46-8-0 6-8-0 7-0-0 7-0-0 2-0-0 7.0-0 7-11-0 6.8-0 1.4.0 1-0-0 15-0-0 22-04] 24-0-D 31.8-0 5' .0 45-4-0 i 5x5- 5x6- 6 7 12 12 ' Sr 15 3x4 / 3x4 % 5 8 3x5 / 3x5 \ 3x4/ 9 3x41 3 0 3xg / 3x8 11 4x5- ,2 to 21 20 19 18 17 16 15 to 14 22 7x6- 4x4- 3x7- 3x4- 3x4- 7x6- 13 1,cy� 3x4- 4x4- 1.W 0-0-0 a00 1-4.0 6S0 7.0-0 7.0-0 2�8.0 7.0-0 7�0 1-4-0 8-60 15-0-0 22-0-0 24-80 31.8-0 38-&0 45-4-0 Loading General CK wry Deflection lJ Qoc) Allowed Lod w E*C b: FBC2017/ TC: 4179(8-M) \Ytm, amb L/964 (1617j L/180 TCLL: 21 1A1-2114 BC: a81(14•L) VAM: on LW9 (16.17) L/Ra , TCE : 7 &pMbrle : Ns a@: 092(2.21) Om1/OBTL: = Ep 2L/9� (1-1) 2L m B=: 0 AOL: W% Omdo3ld.: 001h1@ 2L/999 (12-M 2L/120 BCM, ID H-m 016h 13 Fbb : (14-14Y4A) (M•lZ3-LiL) (31.123.127.) (40.11,1.10= (51-m-121) (6UAM) (71-123SA) (81-123-UM) (91F11,1.11n) (101•]23•Ut) (111-123•I,11.) 'Al023-uy(13f103+Wa) (143-1134t,0) (161.12,3•Q0.) (1611Oy-0A) 117Og38A) (I81•]2}-SA) 0900ZeA) (2R1-123�8A) C4:1-12.i8A) (22DN-09a) Reacti6n tin miarj 3r %,6 BrgC mbo 881Ndh Mehl BdHrz� M.Rma Mox6avmm M�Wd,hB MnaLJpf@ Mulbri 22 7n(N§1) 1 8h CmcdeMa�y 300h 1$Dtb •775b •775b •134b 13 eL Cm.WM-M 300h wix d731hr -7751. Oba Nbterid aminbary Bracing &mumy TC ,SP(AL9064013)422r4 ICBmmg 9-hd-PbdZ-11AFaiddpb90- 13C 8pKX 5-2013)R2b1 BC&em8 shmbelorlhdmtl-uQA�bode�byCLea Vahe SP(A2BO60012)M214 Loads Stiubbnbary 1)Tbslmhob®d�dforhe�etrdxb lUp#bo� diadielmdple dmdlodn 2)31de1�5eaben8a@�dfo<hdiobdw,dloe�h�mviA4E7-lOwLbe�bcvig�ddndip¢ l� WhivbBad�(,IDifgO�a3'BG�>ml.�>� L� W ORa4733$h-IS $NotFndZme7m�liLcmdw� mm>boiDQrIb0,OL7m Wdi 49 3)MM®eec�gemclmdoghooWm�IeC76bb16D'llhmnotb®�ppid Member Forces Spry 7fad�SMm6cB1mex0114m�om16nr(m�®pc6ao iddfa�6mmmc TC 1-2 03u +922b m 0.72 -2¢941c 8•10 e782 -Z$ b 2-3 a736 -3pDlb 6-7OA91 -?Jab. 10.11 0736 •8=001, " 3-3 am b m 0736 lb U-12 0511 -323. BC n 0324 54960 (•251br) 1517 0826 2,A8b (4,1531n) 21F21 02M Unk. (-=b-) . 13-14 05L1 s49b (-231bo 17.19 W15 a870 b lb 18-ZO a391 mb(-ME,) M-22 OM5NI. (Zvbl) 0818 •LI91 22-3 0523 548b (-Z50b4S l 1 - va. 2-22 0378 -UMI. 5.18 0396 -Mft 8.13 a164 40ib (-Wb� 2-m a 2333b (L13464 6.18 m am MI. (•308b) 10-15 OA6, •315b 3.21 000 1%b (•9314 7-18 3-m M67 •a72bo 'F17 m 269b (-253b.) 10.14 a0R 1966e 0462 MI.(-251b) 11-14 a920 2331b (-1j35b) Q.. �— C 5.20 0163 4Mb (-196r) 8.17 0399 -M. u•13 an •100b �� "�� �` N ` �XGSA !Votes 7C PE 6051 i 1)Tt &jpib..d.4 R7.1a�dimmd6y6r2LL7R Cb& f 2)4RatmdHaMteLevafol®dhu�ldd66msdsbFrtladliuheaq�odd$dondubdmdlmd®Ableal7d)7Z+(Sc•1)SffiI II.nem�mA)V9IlpIL 3)hpr�mo{o1fim:Cq'L13,Etsb®gQFdb c 4)P�Pm� 1.20028efi.= ' �` � 5) ®(31��mdtl6ebtv4m(a)�wePnwdaAmmlbeeh�et2/dgg�+rbmmd�Dwrrptsuimera Rre►�aabQArmdde8®Itramge � Im 6)Lbdavd��ds*1onMWHfB'b64B �+ /� -13` Ate' /��•�LORIDP%'����� �S1ONAIL ��rriittt� bmCE mpyol�d�dandm�b4eemmo�ntrc7beds�at6b�iidolYomitmolmdc�abia®drt�pi®effi�pLdl9beT`oaMmdeb�mdidaopmbe�nq o dbeura®�elfihb9��8 I-�+�m+BdPABY'forfiei�omlmmtde��haim &Oana3Fd' amamtrrphb�ntbe Bf mM Bkaldy maoofomaelb9�P®liorg+ifeC)�P®Rlscuemdmmwbffit,27R1u•••••wp�•••••-�n69487m1sLrymTdVisaeifabwellq�wl8"Wihd�l8gmgepl�oY5418;hd�eh�bpmlagngep7! 61o¢B�.M6af1 2590N R 931 Southern Truss Companies, Inc Tnass: A3C <.2590 ...." SOUTHERN kings N. kin PlujectI4ame: 1833-DA Tmslxsg= &rc iRUS Fart Pierce, F1 34951 Lae: 927/XJ18 928:15AM Ca<n,„ p=dTrue COMPA1411E9 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap- 1 a' 1 V:rsda1:201zz1 DhZd2] Materiai Dat ebm versa]: 1565 SOall Pitch Qty CHL CHR CANrL CANER PLIES SFecug WGDMY 412O 5/12 1 ON ON I-M OOw 1 24 u1 23211B 42-2-0 1-" M-12 6-0-11 5-59 6.8-0 5-5-9 6-0.7 4-0-0 1-0.0 &5.12 U., I 20-60 26-&0 32-1-9 38-2-0 42-2-0 i 5x5 - 5x6 - s 7 12 12 _5 5� 3x4 / 3x4 \ 5 8 3K4 / 3x4 \ 9 3x4 / 3x4 \ ay 3 0 1.5x3 j 1 11e, 1 T T 19 18 5x4 - 3x4- 17 16 15 14 4x4 - 3x7 - 3A - 3x4 - 13 12 3x4- 3x61 0-M O-M 1 4-0 9-0-0 9 4-0 6-0 0 9 3 14 6 2-2 1-4-0 10.8.0 ; 20-00 26.8-0 35.11A4 42-2-0 Loa&u g General 61 wry Deflection L (roc) Allowed La.d 44 B*O,&: McM11/ TC: a65(3.5) ]Mat 047n L/999 (17.18) L/180 Ta.L; 70 T8: hm14 BC: 0933(1345) V&M: B17b L/999 (17-11) L/240 TCCL: 7 B�Mhrb-: Y. R�: D&(3.19) C.VCE *. a01u 2L- 0-1) Win Ba.L: 0 11Oi.': 32.5% C.WCEI.L: a01a 2L1999 (1-1) 2L/lm BCCL: ]0 BuC& a14m 12 plamaff>b(Snt1(ylb�: (19-14Y3A) (2-399W (33-1g4$1z) g9-IIA-IRM (M0.3-=) (60-0*9A) (71.123$1) (86(%3-1332) j (9D-11,1•1g22) (105-1ah$?Z) (113-1234A a73$3-M) (13003-$0) (14UW12A) (]50-03-8A) (161.123-$a) (1700y0A) (180g7SA) (192g3-0A) Reaction Stiulmmty -A' _ _ 10 eacmha $swab M.bel &dacyddh m cB.d 1�6acc -UM M-WWUA M Upie a .H i 19 Pu(1 1 8e CmalMamQy 3DOb 1b.511. - -719b. -7191e 169h 12 HP.Xr.V 1 Bb Cmaa;M=M 3DOb l"b, 682h -MSEb. Ob. Material &m[naty Bracing &mnmry TC 0P(AL8OS-2013)#22d '1CBamg tb®fida Rd.0-2-0y.&dsptya,aa BC SPW305 013)d22.4 cult BCBarig .1, B.-d-2Ar bd.pbyCd.- 17-1 T(A SM-2013)692z6 Rma 5P(411Xm12)932c4 Loads � mnnary 1)'1Liiim bm&* dfa6ediv dzblopdb mAadisbadpladmdbn& 2)71miuehab®dfafied3�d�dloadsbeaudmm�fiA4S:b77-10aihfakn�aadEndopallWmlh..a,..a.,.TA.o.p�i�l,ffv.>O+�sIIa��a� ffiaaoa<a733$b-ss$a+.r�� MMbbl6G7M-� gpkd.cczmeWaae 3)Moe.m da$eatibadggbe'IDh616071bmaat5®a{p61 MemberForces ry vdaasM®lamaa<((mmaaa�fam�a�lfaal TC '1-2 096 4%b. 56 OM '2.3 -20841s &lo am -Lpab " a635 -046bv &7 a645 -1904b. 10.11 aim 621. (-31bO 3-5 am - b. 7.8 ams -IX4b, ' BC 12-13 a8761s12b. (-Mbl 15.16 a8L h 1,730b. (-WW 1819 a112 2372ba (-I3%h) 14 d3-15 0929 Ath 16•la 068 Whin 7-39 am ell. (•538W 6.26 an 3-19 063E-2J7.31a 736 Dim3196a 2222b. -1 91b. 19.1 0367 ®lb. -2Sih 4761a (-Mb.) 10-13 0184 453b. 1® (-12,h.) ID-12 M ,7A75ba ( 1 \\ 1�N i"� 131 �i f 3.18 0090 263h. (-7?1h.) }IS 0147 S.a179 441b. (.3306t 845 Daz Sol. (-Mb.) 11-12 DMO 127h ,77Lb. (]� 516 0239 d09h &13 a2w Yi9h ,,GENS� `�V iVotes \�!}` I)Tbadsgahkmdav19CE7-ma+afnmdby6e2017Bo�nH�ggmde 2)l6tat®dliaaQiaaM�mlmdhazmmld0sdm.doebivebadlda4..rgi�dddl6md.bdmdlnd.mP�a+17,9LL+(6c•1):Il01LL.am&aeuLA4ffil1PIL PE 76051 i l_ i 3)IUQ.Ey'arYniBda:�'113,h®hm.WMlbbepllhl.obdlaa¢d�v.ba®�hyOieTdaepaA�ffiRHl-2a723.fmZ12 � ,` � 4)R°"d`.da°ataa�aPma s S)®lodo�sm;aoml#ning.m(a3Unspud�h.6orm(.) d9�a►ldffidas�WpIKSAWtS�.Rr.k®ti,aba.F.eddngmi6omgat Lv •t 6)L'em1xadupadaaMWRL90,bbadbg �C\ �� S /L_O_RI_D /S"�/ONAL //! III 111� MUC9Aapyolt4e'dj,dmhdaoihdbbeamman emeibed�aaF6ebd dwlCua'shaadmde}pakemdrspn®mbmpplat6ylm'11amMaad.de®drtFs.pmh.�.ry and qsd-dEs�®dmwfab N� E BranM Bleakly r +�mhb&-M a•fP ° 8 ��'�hUvaaavpmmW�d,an9e6earvapggemdhe'Tmput tia5maim&CMv.Qifd'pggd .ddba.iot.®asnNano atb. 3a1"",6a51 61'�1��8'reomp�mcv.aanima:xbFffit Z7¢.Alom.trP��E•�84,m1�P��tr'n1b�e`L36'vshbdo�®14�eptdSa'9E36;.hppmam lS�gepbi 259015 R A34951 Southern Russ Compmles, Inc. Tmss: ACE 2590 N. ldn SOUTHERM &s H1 ghway Plojectlbme: 1833DA TrussDmi =: chD C®pme1II Sd6mI 77, '-MUSS Fort Pierce, F134951 Date: 9iz7M18 92R16AM Trm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax fie: 1 of'1 1@asaa. 2017.71 [B &2] MzlmWIk1abmvecsim W Span Pd131 Qty CHL CiR CANrL CANER PLIES SpIci g WGT/PLY 480-0 5/12 1 ON 000 1-0-0 1-40 1 24ai 254h l 48.0-0 8-5.12 60.11 5-5.9 6.8-0 5S9 6-0-7 B-5-12 14.6.7 20fi-0 26-B-0 32-1-9 38.1-15 44-3-6 5-7 48-0-0 1315-3.15 sxs- sx5- 5 6 12 12 5F— 3x4 / 3x4 \ 15 7 3x6 / 4x6 \ 1x4 \ 3 8' 7x61 9 2x10 86 HS 4812 6x8 HS 18 \ IS 2K10 l 1 5x6/ 1 10 11 5x6 \ 12 T ,9 18 17 16 15 3x4- 5x6- 3(4- 3x7- 56- 14 13 3x4- 5x10- 0-0-0 0�0 9-314 B310 2$-8 10.8.0 20.0-0 , 26-8-0 3511-14 443$ 47-0-0 L� dh g General C I %mnIK7 DBflCCtLOII If Ooe) ARowed (p� BkUCade: B1CM17/ IC: O88(;.q Vmm- a93b L/576 (LW) L/180 TOLL: 1D 7b31-ZD14 BC: 09/(14-16) ydm: 041u LM9 (13-14) TCCL: LIXO 7 MpMbrlu : 55s �: ON(P-13) SaCR D24o 12 BCLL: 0 IICL: vs9, CV�x.-u . BQL.• 30 1RlO�i1(yAgg): (15-7,1-UL) (2&*13.%) • pA11,1-1Op� (4D-03-]?¢) (52-123.SA) (6D039A) CM-*13F1) (OD-W-14=) (9b•]Op8,2L) (1DDQ38,72) (110.2paA) 025.7.1-M) (13a-12,3 A) (14U41-$e) (15"7-BA) 061 W- 0.) (17DDL3aA) (18aQ AO a9&QM) Reacfioi2 .SIIm uwy . jr Me BMC®bo 11ctBdh Mabel 09d11ut5sab MmcA®a Mm:CavlloE M¢15/adCb1@ 1 pn(wm 1 8n CmaQr EI!- 3DDb ]$IS he - 797Ls M�lJo�ia MncFbm -79.7bs -1221n ]2 8R_d-(IJIRI'Jj 1 8b C..*M-my 3DOb 1,8121s - -097he Materiela,,�`-+��,',' a,,,.�,�,,�, -797b, Ob. `r"•�•`�7 1•C F.PWSC6-WB)#2 MR.6* $� la SP(A19C M13)SSW 8-10 SP(AL.qD62Dl3)S32.S BC 15.18 W(41S3S.M]3)SS2c4 aapt BOk.&S �mbtdQB�osB4.30.Bufnd�6'Ob� KS062013)022u1 VlkbS FPWASCS9D12)f ZA 1)lbebmh�ti®d�' df�rd3d�lOR#b�md,nai2hedpleamdheda z)•1%�uas�txma��b�otv�ab�mb�a,�ps�/•lD.,�trfd �m��:putlmmpsnl�a�GB�cis�d.mar�m�arBp-lm),o.aemt� l�a4o�a7xi$s-ss gx,eBnazmein�p��maAa,�e�narlaD.cczmew�aD 3)1�mam 6edo8bam�axiilBCMbt1W71h®at6®�pfal Membe>y< Forces &ulimry 1Bblmam�M®bab0m�ts�(rmaaamt6®m� ;-2 osm 0627 -33.7W - 6 0.710 7 5 -z�6e 10-11 o u =1m 44-.5 D716 -28131n 79 0665 4mb, 11-12 a5m lb BC (( / IZ-13 D494 39DObs (ZXII.) W16 Us 3.1201e (-1,%7bs) 17-19 0.898 29766 (.1.458M) 1344 a639 40151s - 42b, 1617 OM l.-1,16ibn 19.1 04% 3 6ft - VAbs Z19 Q181 d571n 116 614D 3226 (-ZN� 9.14 0279 -7D6L j�� �n4 �\ h,V °` • ` 1 419 0340 7391. (-3121a) 6-16 OM 710be (-33Zb,) 5-43 0874 2.214ba (•1/M96s) d!17 0306 -765W 7.16 UM913 18lx 1D-CBS2459h \\ �f �,��-•+`� 5-17 am 700m (-268bs) 7.14 a525 9711a (-08lbs) 11-13 029 zmbs (-=bo !Votes 1)lb'nd.i ASCE7-1Dae.ft-bybUA7Bmda3d6igmde 2)V,talmd8�Qtmi-ernfimleb 8sbirelalp mapmmtdd$dondubdmdhaQmnpNes119II.+p',c.l)E411II.b xbAPffiAAL � PE 76051 wkb11 �aBQEePEkbbev�s1®1mn7DYa1'§b:id 7a�nm�4dbYhfhm;M�mucpcRSliP11.207JOedm2369 f .- 3) ® bD-VPRENPMMtra4a�(CLZ{ltapid�heb�mG)aew�AaaeofC[.Rn�heede8®Ijhrem4cDWID(71tB8A2�3tre�sbQ.Namddegoalhem&® �' � J�°• .� S OL � �T �� S/0IVAi,ENG ��\\ �� dabb��•meaag,m��ltmdgb®ama��ma�1,;m,ms�tq•a71®Mm�martr �Pma:mmmma�®����n i���krrabetm®pm�a�d�se6rmmp%ema6c"Impa�tsm&cextalDa� Brim1MB t�,,7,7,� 7 �p ��9��q6•Tbemm�mwhb4p27RN®�'P�yD2�8Sm�h�Plasrsid'ofbxeib/e�18'vtubndo�IBgmgepidSa'SAIS;xb�u5m�eh�d�IB�gepb! ��'� _.. 25901Q 51 - Southern Truss Companies, Inc. Tmss: A4B SOUTHER 2590 N. kin H1 ff erway PmA ]ectnme: 1833D Tn=Das =: dho' ;w TRUGS Fart Piero; FI 34951 late: 9MM18 928:16AM CcmpardScht Tr1165 .COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Peg: 1 d'1 Aksicx' 20177.1 PWd2] Ma4riallitab se velsm: 1565 Sp_ Pitch Qty CUL CBR CANPL CANER PLIES Slacig WGT/PLY 4320 5/12 1 00-0 I 0010 1-00 000 1 24m 238Ils 42-2-0 1.4-0 4-6-11 6.1-5 6-0-0 5-0-0 5.4.0 i 6k0 6.1-7 1-4-9 1-0-0 5.10.11 12-0-0 18-0-0 23-0-0 28-0-0 34$-0 40-9-7 42- 5x6- 1x4l 5x6- 6 7 6 12 12 5[- �5 3x4/ 3x4\ 5 9 3x5/ d 4 n 4x4 / Sx4 \ N 3 10 1.5x3) N 11 1 1 x4, �- 1 T 20 19 16 T 5x4 - 3x4 - 3x4 - 17 16 15 14 13 12 3x4 - 3x7 - 3x4- 3x4- 3x4- 25x6 I 0-0-0 0.0.0 1-0-0 743-0 9.0-1 45.15 1-0-0 9-0-0 18-0-0 234-0 1 288-0 374M 4-2-2-01 Loading General (Sl snmmry Deflection L (loc) Allowed Lad (4 lftcb s: BCM17/ TC: 066(3.5) WC& Ob9h L/985 (18-W) WIM TQ.L: ID 7P31.2014 BC: 096(19-20) !btu, Q17h L/999 (18.19) L/240 TC.; 7 PMMbdl­ Ns V&: 0.72(5.17) 0.110R L: Q01a0P 2L/999 (1-1) WIM BOLL: 0 =L: 12596 C=VCHIL: Map 2LP.M (W-1) M/120 Ba.: ]D H—M QlSb 12 PMe pt3(XNg): (19-14y3p) (2D-10/1-130.) C31-1409L) (4D-lV-lOp3.) (5003-1=) (61.1233) (7003a1,91t) (81-lZ"A) (9D-03-13¢) (305-]5/Y9,72) (111-17$Iy0) QB-43$90.) (1300M) (14001.12A) (150034A) (160033 ) a7003-SR) (18041-12A) (19DUi$Q) i202-23QQ) Peactic6 Smmary . 3r TWo B'rtrtQmbo BreN4W Mshh1 F dB.VV& DA.Rmd hftxow0nm M.Wnd1b23 M.UVE Mali 20 pa(W�AP 1 8n CmmbM.—y 300a 1625b - 719b -7191. 157b 12 HRdCRik 1 8h C.Umm mmy Mok ulah. -681b -6823m Ob. 1Vtaternal &Mmiaary Bracing Slmm" TC tPW_90M13)#.2c4 TC&.iW 5abdaAmlmm3-lA%& *Ay0ha BC Bp(A15050ID3)822W BC&�&g ShmhdWRd-d44AdodimbyCbma Nab &W_SM-2012)0219 Loads &m n ny 1)Tlataahmb®d�dfahedisd�deto IOp46�m dwdfxbodpbdedhodt 2)Thstr�hmb®d�df¢hfle6drmdlsdau®d�m�/;�]-lOx�hdvbaigmedf ediQd 191mphntin94E�B�CyBnd {(L6hHP.StiC�0e18uyBQ�LO�O�ee113k� ffiW0fl3�4733$h-]3tN,S-d7 Tm.O bmmdx6m.H.iDQr160,CC2—W&48 3)Man� eongealsbadigbamaJnar+*ur7IDhh1 WIllmmct6®wid Member Forces wry mb>as�nd®b:>nmmlc�meemlfm e(mm�cfavidff4�0®mmtm®Ifuv) TC 1-2 Q29/ 351b 56 am-Zzl8b. 81 am -7489b Y3 0321 -4541n 67 0M .2p261. 9-10 0.179 -1,714b 3-5 am b 7g 0-596 b 10.11 0331 571. 40b BC P-13 Q657 714b (45724) 16.17 0865 1,995b (-lA29b) M-1 0495 357b OSLO . 'a15 =7 1$17bs (1p04b) 17.19 n9:3 2366b �15-16 0258 It. •.1. 19-2D 09mZ40b. (-13MbO Nib ?,M Q12i 301. (-316b) 617 Q210 517bs 3-ID Q673 -2380b 6.16 Q10s 26660 - mk (-mW 9-u o091 wl. (-199bs) 9-]3 UM-539b ('71 b.)\\\�(�xA 17.19 0056 161b (41b) -m6 032E 470b '19M23 3mbs 8.16 0415 384bs 10-13 OA23 1Al2b (469b) (-245b) 10.12 0419-1,737b Q- i �/ �/ 5-17 020 -552b 8.15 QI18 2911. U-12 0n -1QTb �� ��--••E1,'(� Nofis I � / 1)aCRb®1mA�B7.1Q,s�dammibyhtZQ7l�aHd�gCLde 2)NdQtadHael7tmxhewfmlmtdhu¢a�l�£msdabFebedp�luhn��dddtdmfLebdmdhed®p�md?di LLiQC¢.1,xDd1 DLnvm�d LADffi/1P1L ,1 ` // PE 7605 1 � 1 — 3)A�po89mdvl����,Cq'113,hahmggTeinhep�hmdnslmadin`absm�eidbyheTumM�rpcRS/181-2002Befnu2A2 4)DWREREDREMAovdmdgmmdi®gebpmupmdgg � _ -- 'T � ® CllUreyniddhebadm(e)harm.RavadC[R,m+ai,.s�P�J�F/ly0¢dm.4WEB(5RffiVtCERrolemavbCLRamdd'�Ihndagsc � .� a \` S ATE I NAIICEAmpyalhhd�daDfrSm�adbheadmcmbaxlhed�dbehdrvtlmiln w'slamlmd�a�h®dtspi®affimlpldbyh7YomMmdedtQmd�dsrQmAeeaeaq mdomp�®dhnta�e6fah u^8 BCtd[1M Bk8' Da�cAmdmh`cdtma44dP�Ba-9��'�fmheY®®pmmtd�orhoxn�lsm.Spellemdhe'7mpatmOdumofon9Cboee03:Ydp�doroddsmdnf mdmAEc�pbi�atb. tomdmsdby6m{®Sag-7eCmipmp;Tawa¢udmexitEHt-2762.AAmmamry5:trsme20gmggm�hespmTdp�mssl'bmedb)n'i18"vbihhdmb®18 �t18',vhihhd b '�� Smd&&976051 25902d R=FM9a 737 Southern Truss Companies, be. A4D 2590 N. kin Ffi b'� ShRaY Pz*ctN=e: 1833DA Sou THEIRM u $ Fort Pierce, F134951 T1usIk9glea: Date: 91=18 928:17AM Com �126 �Thm .CGMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax �: 1 cf 1 2017.7.1 Pkgd2] Malelia D robes w s-m 159 Span Pdci1 Qry CHL CEP, CANrL CANER PLIES Spacnlg WGMY 4800 5/12 1 040 00-0 140 1.00 1 24k 2641s 48-o-0 1 4-8-0 6-0-0 64)0 54.0 5-0.0 6-0-0 7-7-5 1 3-0-8 14-0 6-0-0 12.0.0 16-0.0 23-0-0 28�-0 34$0 42 M 3-7 46-&0 2-1-13-1-15 us- 1x4j 5x6- i 6 7 8 12 5 1� �5 3x4 / 3x4 \ 9 3x7 / d 4 4x4/ 5x6/5x8- 12 10 11 -75 1x4 1 3x8 \ 4x51- 2 4x5- 3 T 99 22 21 20 23 3x4- 4x4- 3x4- 19 18 17 3x7- 3x4- Sx5- 16 15 3(4- 7x7- 14 5x5 - 1.5x5 0-0-0 0-M 1I 7-8-0 9-0-0 5-0-0 5-0-0 9-0-0 511-8 ti 4.0 9-0-0 180-0 23-0-0 28-B•0 37.6-0 437-8 46�-0 Loa General 05.1&mxmry Deflection L (loc) Allowed Lmd 64 BitC.&: MC2DI7/ TC: a77(10-n) VAM. asb LIM ca-M L/189 TCLL: m 7PI1d014 BC: a99(t1.23) 1 lb1IL: mi. L1999 (I80) L/mO TOIL: 7 ftmb T.-: Y. V.Ib: OA(';.18) o tfa IL: amialp 2L/418 a3-M 2L/120 BOLL: 0 IICL: W% ekdCms- amhllp ZL/811 (Im3) 2L/I20 BCC.: 30 lb.M a18i. 14 Pb20ffM CYNBk (1944YIA) (2a17,4.890.) (33-I4,-A) (49-lU IOA) (5a03AM) (61-W-8A) 0007.6,9a) (91-W-W (904(3-L3,72) '(IOaOi$78) (lla2p-2A) (17:1•123L11) (I33.142•IA) (14a034{9a) (153-123.%) (165038A) (170.0]AA) p80-03.8AJ (190•o3.8A) d1fD-438A) (2I>)02UA) (72OU3�,0.) (21263-OA) jr Wov 88Cmb4 ftw& Memhl AudHxPOlb ?j at a m a.G IIda ISmWdU& If um hff.H k 23 PnM I Su C-aftm M 31qu 1,7%ft - -797bs -797b •UOb 14 BROI 1 8b Cm d M-y 300b 1,789b - -797b -7"b. Ob. Nbtel7al swnmry Bracing Snlum" 2C: OW-S4 -2013)82204 a -Pt 7CBmmg 9®hedarP.k d2-IKP.bddpabyCh.a . &.10 1PKBCN U)S42.4 BC SPKSOS90I)M2c4 -qt BCBr mg 9mbd 21.1 *(AI--13)02- Va. .9P(MBO5m12)#JU$ Loads .�IIltliflrj 1)11m1ueaI ;drcblOpdb l=d�udinbdpladadhem 2)1L'ctos;hm6md�dfatrdT bofvadbombomdm¢vm0.4�7-lOvabdefaloxigmrdfnd�tl®m�nlmetB�eC,B�yPC,Hd�CUguyIIQ�lOD),O 17m.4011s4793$h� 3ANAMWzm 7L adatb!d dDa Iao.m.7mew,n4s 3)Id-n®aaggeeEcbadggb-d- E=Mbb16071hesvommsppid - MPdliIBI'Form .&mmtry +kbdubld®bcIIlmoz,mas®15nq(m®�fami'd8amt6rmmm;melfa� .. 1C 1.2 aril -395b 6.7 Um -=I. lall a714 .2-"1. a353 -5n]. 7S om -=b. n-n OA% 3,'=% �l am -M"I. sa a35I -VMb. 5b 0671 b 9-10 Q490 -3 b U-0 om -Mi. i \•1�, `1 � 1 1j r � I,, - w JU Q118 -b. (-Hsbs) 16-19 a" omb. yLss am 260b (•lssb) 1&19 owls 2p39E.' (-LWb.) 2•22 M 2,715b (-MMh) (-S,I37b) 27r23 O.�I 2,7Gtte (•labeb.) \\ \\ '� "1155--16 a4&1 1. Ib 19-29 0431 b - 15b. 2L3 om 4R/b -113 \\ \� F@. 7.9 QI30 410b (-342b) 6.19 019 392b 3d3 Q766 7.29 o3z6 TT3b (•214b4 1a16 OTl4 5171b. 846 (ds) 10-13 0479 Q X \(``�ENSF -2AMb. o65 �-22 a161b 17/ 8.19 an8b. (273b) -Imb n.0 049 1. ��\ �`�� (714 am (-Ink) Un (-Msb) ` S22 275b 8.18 02M 637b 328b �m am . 9.18 WE 751b (-Wb.) 12-ss a935 MIL. (.1344h5 IL14 a38'I -]y94b / IDi 76051 `\ r 6-m a208 513b (-141b) 9.16 01% 482b (•136b� /� �_ NIdPS 1)Tb'cdipbb d .A9CB7-10=6.lbyhe2a71igCbda 2)W.CamdEieOlte�erdml®6hamo�ld�'msdoebbebed¢. 1d$S'mdnbdad}ed�mA9 LL+QSa-1)xI1B II.b.mamoa.bRffi/1PIL 3)lgviY�olfamc�l`08gh®b®.p¢dmhepilk..l�ah®bmdma2D'hiAF.Mm'&Immadridbyhe'15m3Mmui m.cpcM•MliPil-m0/Stlb23fi9 1 1 -� \ ' A� / ` \ 3)]XVIEEREDEMCP ®® bkabaee�'8(CLly�uidetheb�m(a) d1�.big.mlamDW®C7R1;ttA�Fc.lmmNabQ.F.mddagmelhsmgss -I��� 'iwd�H,m�aad' ,�\L GRID_ r'•' ��` - 6)1.9.1 mMLVHtSCb�hu6b . ` __ 14IIICEd*,d k. h p mbJh•B.®M�f.armd�dmpnh.m.q mdmmpl�®dhMa�ndfvhb/6.BiNoB WanM BlcaW 17�5/ lmhdmir bd'm9s.oa{doad'P•b�••I sRP '-*hd-bmm dwmBxhe 8<(b.eRbo15' AI®�trp4bddbe mesbf�..lbyZ 9vgTkC=pq,l- mad.a.,hR876t•k1�P6 8 Pbffieaf'oba�dlffe.'t18`abihhdo�ml8 @.gpiF,Q'9Ol6,xh9 bdobah�bA®18 OW1 290TI 1-U5a24 31 Southern Truss Companies, Inc. Truss: A5B . � 9OUTHEiiN 2590N.kin Ffi gs ghway Projednme: 1833-DA Th=Dms dtx -TRUSS Fort Fierce, Fl 34951 W. Date: 9/?J/1b18 928:18AM C®p3=t S0160 - Thm CDPAPAN IES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: 1 C' 1 Vzsk1: 2017.7.1 [B 02] Matri-alIktataseversi m 1565 Span Pitch QV Cim CUR CANfL CANER PLIES Spacirg WGUM 4a20 5/12 1 000 W0 1-00 aw 1 24in 218lls 42-2-0 839 7-8.7 71 7-" i 7-8-7 39.9 8.3-9 16-0-0 23-0-0 30.E-0 38.4-7 42-2-0 5x6- lx41 5x6- 4 5 6 12 12 �5 5F— � 4x4/ 5x4 / 3 3x4 \ 7 m 3x5 \ I 8 Dr10 i 1 5x5- T 15 1x4i 14 13 12 'xl2HS18- 3x7- 3x4- 11 10 9 I 3x4- 4x4- 1.5x51 I 0-0-0 0-" 1.0-Q 739 7-8-7 7-04 7-4-0 748-7 3-9-9 &3.9 16-0-0 23.4-0 30-M 38-4-7 + 42-21 Loading General CSI smamm" Deflection U (loc) Allowed Lmd Htgmk: FBCM171 TC: Offi(5.6) vem. 0A76 LIM (13.14) L/180 TC'd.: ID 7H 1.7D14 BC: 0.79(13.14) vdm: Q216 L/999 (13-14) L/b10 TaL: 7 B¢MbrI—: Y.Wb: Q76(613) Q tla II.: oil2L/999 0.1) ZL/12D Bal: 0 DOL: 12596 CeW CEML: Ou WO WO 1D Ha CO: Q15b 9 P��: (14.37JAR) (3:1'14z•13F-) ii4121-14T3,) (4413.1?O) (]a03$BO) (6411111- (71-1411R) a�g•BL71Z) (93-123054) (IQl•1233A) 01s-838A) 0201U-72Q1 (13D03.3A) (16D-02.8A1 (15"3.89Q1 Reacllolp &mwmry jr _ Type Hxmabo BrgW& Mmabl ROftWdl, Mnsam¢ M-z UA M.W.M M M.m N ¢ Hi! 1 Pia(94 1 8b C..&M—y 3DDa U55 bs - 696be �6ba 1456s 9 HAnkV4 1 eb CmalMoffiy 3DOu U%k.. - -7056t -7056a 06a Material .&n mlary Bracing umm J TC SPWM62D17&- M-pt TCk iw $e�edQAdmm,300,Adodag�b,Clhmt 13 W(AL51&W13)EB24 BC & 19)42204 --pt Bc&od4g t$adrdaAniosH4.7-0,Bdnde�byttas 14-1 !P( 305-2013)S924 Nfhn GPKSCS-2M)102,4 Loads Smmmary 1)TL"ntu�6sb®de�dfabed�deb10pt1� ihmlishedpmdedheda 2)1Latushmdsb2dfwbm&bcfmdbmbhmndnnwbA9CE!-10a�bd3mig�ddnadi�dl�mlhuti_ . ..rTa'„'F ,dO ABud (>9$c4'Ba-1DO�Owallilg >�naos:azi3$h-ss$laemazmeTr�a�aQmdmndnarlsa.cczmewdh4s 3)M40 trtge=cbado8hemr&mvLIBC746kIW711mmoRh®gprd Member Forcesbtmrmry TubbdmtM®baIR-e:Cs6mas®11aq(mnxmmRrm$dSn�Smmcm®lf� TC i-2 0575 -3pMb. 4-3 am-2p48Fe 6.1 Om-7,216b. .. 2.4 0847 5bc 56 0892 bs 7-8 OMD • hf BC 9.10 0340 Ob.n 3 Q788 197663 (3,0786a) 11-15 0494 3A876a (-1,7656a) . ID-11 Q725 1S37ba -W Li 14 Wba 2-13 MA 3296n 5.13 Q792 m - ba LSl OA38 ba - 766bn 030 -Mb. MO 0241 -7176e ( - 2.14 0359 4S90bs 6.13 414 022D 542ba (-1306�) 611 Q759 6416s (•371bs 8.10 Q719 1,71060 (-IMba) 0.0® 179b. 066a) BA 0399 h, �I /111 \� 1Vt. Om mb7 -1.93 `� j�N 4-13 (-Mb.) M m 4Wbe (-206M) r' \ �� / �,v L(y5 1 T1ID' d�ebadmA9CE7-lOazld mmibyhr7II7PodhB�(Lde ` `i 2ddiedo nd�dmdhn4mnp�dnsilH LLi(Bn-1>zffi II.nemmbOes�lOSf/1HL ) bhephbldadrmibuad�vaba�gnrdby1rc11Rffi/1H3.20P29nim2A2 r''] / iE 76VS 1 r 4 S)®(Cl2Um}ocad�b�)x'mG)dramAa�sofTiAm�he+d��rdn�eg'b:mdm:DW&BCIBffiIA[EFce�lnsbCLRsmddig¢ilFn�gge 1 — DWFJ3l1FBa�+ 1 :r 6)L• mb6wHlsagbmfog -O AT j Yfl \-, llfli�lll� MUCEARyg4ed� 6eaeemm*amt7heJ�afheudiJ�elhoebMmimdagia'7aie®dngmbm}pidblbeTNmMmdoecmdrtis�mhomnegmdo'mph®dtlmidamtmeefah BrianMBlealdy »>4�n�laabad��om��a�Dtir���E�m��amdb�•7�anrum�nae.c�nnB4o� ,y DnbJ6mF®3v8•TeC®pn�lxbema�axLFS&27R.AImmettPb�e20gagt®I�cdPll�e�abnedbJn`L38'xh'Abdo*sml8p:grybkc9818;t�h�bdod9ah�18�gepY! Etwt$LtlIW11 ZWN FegH349A Southern Truss Compmies, Inc. Truss: ASD a : r-' " `r � � SOUTHEA.N 2590 N. king; Highway Pr*ctNalne: 1833L1A Tr(mDas =: &r -muss Fort Pierce, F134951 Date: 927201E 928.18AM cen Tim d=,M COMPA1il IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 1 1 Va-6=- 2017.7.1 P02] MatcrW t3I:=velsia W 4- Pdrh Qty cm cm CANfL CANER PUPS sp icg WGT/PLY 480-0 5/12 1 000 ON 1-00 1-00 1 24in 244ks 46-0-0 - B-38 7�7 7-4-0 74-0 7.8.7 1-11-1 140.3� r B•3-9 1fi-0-0 23.4.0 3.D-8-0 3&4-7 17- 48-0-0 2-11-ffi11-15 I 5x7- 1x4 1 5x7- 12 12 4 5 6 �5 T 5� 4x6 / ` 4/3 3W 5xfiHS1B- 2 r 7 Sxfi 8 1812 9 15 2(10 i 2(10 l 1 5x6'/ 5x6 0 T 17 16 15 14 13 12 11 1x4j 5x12HS18- 3x7- 3x6HS18- 3(4- 3x4- 3x4- 0-0-0 0-0-0 �-0-0 739 7.8.7 7h-0 7-4-0 7-8-7 331 S-0-B 8.3.9 16.0-0 NO 3D-8-0 '-7 41-7-8 47-0-0 8� Loading General CS1 Snmmry Deflection 11 0-) Allowed Lmd (p� BISC.&: W-20171 2C: Q%" 16t@: Q78h L160 (14-L1) LAW TOLL: 20 1PI1-2014 BC: 010(17.1) NULL: 036u L/999 (14-M) L/MO 7'�.: 7 RPMbH rl-: H. Wb; 0.61(4-U) SaCR ank 10 BaL: 0 rm: W% QmRd.,Ra-10 BCM: 10 P (7or3SYnagk nS7J-0,1L) (29-1Q7rLi1Z) 00"IU-14p.) (4¢1315A) Pm;;-8.9Q) (60-1315,Q) M-1Z3.1T2) 00'4i'Qfy (107Da7 )) (105.7j4UL) (ll9$3$Q) CM-14SA) (13M-12A) (R ) (25D03d0) (16DAW) I Reaction SIImtary .Tr 7tm Hvam6o Rear; Meb d "33MV dh 74.dt d hbxQWna@ MmctRodih@ Mmc11o10 MaHae 1 lb(11b1) 1 8. C-*M-W 300. L776L. -097he •797b. -98b. 30 8Ra1(V4hq I ab Cm ftm.-y 300b L776ha -797b. -797b. OE. Materiel .&=mry Bra®g Smmiuy 7C 6PKSC63D13)fAlld ne# TCBM&S M-4daA2tM2-34Rd¢d*mby0h= 13 ,g'W-90S-W13)882:4 (A1 BC SPS05-MV)S92:4 Va. �s'KSOS-MM)03214 BMk-& R-4A.Rd�d4-1AR db/a. e�Ob Loads Sumlary 1)IL'ai�heibmd�:dfa6ed'en:doeb ]optmrmmaar.ebdplad.�dh.dt 2)TL'etmzbeibad�ydrv6edZ-MmNd,..a,6-6i A9FI.106HAH¢iiigD�trBoYIIG�100).OwallQia ,CCZ-W4mrddad�rtl60mphnlnv�&Pa®eGR�'1'�alCC ffie408z473i$h�158Sxc.,a�...-yea mdvd.�dD0Ir1b0.CCZmeWidh48 3)Mvimm�emc�vS¢gnem IBC'lBbk1�71L4mAb®gqW , l&mber Forms Smut" >mbbh&a.MmbsMpuCM- 7C 1-2 Q700 39712. S6 09D-3216bs 8A 0.7% 3,718b. 24 am -:k.W 6.7 09M-3$29La 9-10 OMO Awl. 4-3 am -3216b. 78 090 -4261b. BC 10.11 Q484 3309Ia (• mk.) W15 U42 0391 4219b. (-20714 13.16 O421 ZMb. (-L151k) 17.1 Q498 3AD91x (-],M b.) Om =b. (-14731e) 12-14 OA82 39816a 16-17 VIBe 217 ME 327h. 1-13 OAM 3 b. - by Ni. BL/i 0362 7-12 02M 493b. 216 a3.56 -sob. 6.15 -Mb. (138b.) all '5193. (-234b.) 8.12 Q131 d141a -j 4-16 (t= 541 b. (-12964 6.14 �i-'-�� O2b7 641h (-253� B-11 03:3D -LV21s \\ �- i E1.1 � f VS��\\ 4•35 ON 388b. (-2976) 744 UO-L137h. 9.11 am 1=1. (llih.) � l !Votes 1)'12edeFpobaalaOASCE7•Ioeefd.e�by6e1II71g@de Z)Vb." dmaCaehexdalmdbae..mlditr6m5diebwei dpb.heanpmapmmtd'dd 3)Mpaltjmrt¢IfeerCq�Bghmbmvp)fdb9xpthhhebe�nred:�v.berm¢20%ibtritim'!bk®¢ad�he7lasMaad¢daepcAi3l1PI1-711078dm2ii9 ` J J PE 76051 d.&obd¢:dW..p*d. D4. LL+Gtc•1)sI!O IL'c. AMML (� � - j ,T $$ 4)Pm'�PB tv ® aiUcaNldmeeb�mrr)m u+�Ar. baA.md�me n Hbnmta(uw e� r -O 7), 6)Lhdmem6o+dmMWRL4�h.dogTE J� 0g10NA I IJ;nICE Br=M B)esidy r�cA�tmbaa��m.odpa�s�u�s+w�r�irahea.®Pds�.�apasemdhe�nsctn..nr.erp�aQ.d�m.lbr.�malbe s.aP�ei6m1 0 mmdaltdby6ml®9a�g-Tedtmpmgloch.n�masvLB3b2762.At�piYsmUA@uggml®h�pklaze's(nb�vdtr/¢'�1B'v8ibad�sm l8pngrykta'8C16',gh�odmis¢h�en�l8�gep12, tg0ti RFEv.P34931 Southern Truss Companies, Inc. Tiuss: A6D- ♦ .. ;,., � SOUTHERN2590 N. king, Highway TP11=Dmig e: &311A :,::.:.,:..: cn �1M IU S Fort Pierce, F134951 late: 9/I?/2�18 928:19AM Y''''TI11$ .COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pagm 1 Ci] Uxsi= 2017.7.1 BuHd21 an Pitch Q(y Cm CHR CANrL CANTR PLES spzig '"GT/PLY b8 5/12 i 1 (100 ON 1-0A &W 1 24h 219Ils 43-2-8 7-6-1 63-15 5-11-8 6-9.0 511.8 M 4-0-8 7$1 I } 14-0-0 19-11.8 26-&B 32-0-0 39.2-0 4�-8 1x41' 3x7- 4x4- 3x4- 4x4- 3x7- )u 10 3x9 - 1.5x5 1 ME 0-0-0 0-0-0 0-" 62-1 6:5l 9-40 94-0 7G-1 14-0•D 23-0-0 32.8-0 39.2-0 43-2� Loadhig General CM &MUkuy Deflection IJ (loc) Avowed La.d W MO>d,: BBC2017/ TC: OSC71 Vb1CR a586 L/862 (14-15) L/180 7XLL: m TH1.2014 BC: a9((12.14) vdm: Mh LIM (14.15) LrAO 7'CM: 7 RcPAW a»s: Y. Wb: OM(2-16) H-M 016h 30 BQ.L: 0 II01.: I" ChpF+e.X-20 BCCL: 10 mamz(3s1(y %� (14-W-9A) (21-12J-IA) (M439A) (4803$a) (100M) (60o38A) (VA-9A) (01-123t=) (93$bs=) (101-W-O90) (111.1238A) (12 —M"A) (13";-OA) (14M(341A) (11002-0A) (161.123$0.) Reaction Sammra;ty 3r 7tan B.Q.�b. BptVAk Meael RQlW2W& ?j p d Mm Cky m hft.VWQM M.Ma hl lba I Ha("q I 8u C—demeuy Mi, 1,193h - 7146. -7141. Mi. 10 HM M-) I 1So 3006 x6mb. -722b. -7221. 01. MaterialSI=IN" Bracing& mt" TC 6P(AL;C&Ml3)#22.4 aiyt lak ms ffimladWRd=12-lDO,FafodWbyChM 13 W W,905- 013)-b4 BC WWBM-2013)63&4 --pt BMk iW. ffim6edarFafas�4fi4Ha6dq+by'CLmc I— 1@(Al.9.13)81214 ttim SPKBOSMIZ)412d Loads Sumnaty Member Forces %mmary vekad kM b auaats,— I(m raQaaa mom m 1.2 0412-3y111a 46 aW -2A99" 8A o56S 4,0 k I2.3 m a -240W I6-7 Om-21036a wlm 12,17 a111 2711* 414 UM -Wk.P•12 WN 3881, 2.16 am -759b3 6-14 017/ 4M (-216e) MI U92 R46 3.16 (1308 719b. (-3296e) 6.12 a345 3016. 9.11 Om imba 4.16 Ow AMU 742 mm 17/b. (-2211a) 9.10 0397 •Lsmlx 'hiss -to -teas Cbmections &mvmry m C—dThe. Qmk;Tmm Cam'brt(ffid t.* T3H AM ma 1.2.12 2•Adeg Not= >,,llll/ PE 76051 x- # —o ; TATE S/ONAL ��IllIi!►.1 O Southern Truss Companies, Inc. Truss: A6D �! 2590 N. ldng3 Highway ff : 1833IIA w SOUTHERN TP Dasiar Fort Pierce, F134951 lkte: 911J11n18 92820AM Canme.ar h COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 1 d 1 J 2017.71 p3dd2j 1%&tma1Dataissevelsim 1565 Span Pitch Q(y CHL OHI2 CAWrL CANTR PLIES Spadsg MUMMY 4&N 5/12 1 ON ON 140 140 1 24m 245As 4&" 7.6.1 6-515 5-11-8 s9-0 5.11-§ 5.7.8 ,40 M10 4-11-14 7.6-1 14-PO 1311-8 26-8.8 32-8-0 3&3.8 7 43�2 48-0.0 3-9-15-9-15 5x6- 3x4- 4x7- 3x4- 5x7/ 12 12 3 4 5 6 7 �S T5� 6x7 \ 3x4 / 5x6 HS 18 / 12 8 �5 N : / I2c10) >IX4 0 2(101 5x6 / 1$ 5x6, 1 T 19 18 17 16 15 14 13 12 1x41 3x7- 5x5- 3x4- Sx8- 3x7- 5x9- 3x8- I 0-0-0 0-0.0 6.6-1 &5.15 940 94-0 6-it-8 7--0-8 7.6-1 1441. i 23-0-0 32-&0 39.71 47.0-0 Loading General CS1 Summary Deflection L/ (loc) Allowed Lmd 64 B1gC�&: FW2717/ TC: 0.3(74) waL• ani, L/608 (15.16) L/W TYLt.: 20 TF1 1.2014 BC: 057(14.16) '&dL: 039u L/999 (L,-16) UM Tffi.: j 7 B�pMbd—i Sb V&: 03$(844) Ca1/CH•11.: out@ ZL/M (11-11) 21 IM BOLL: 0 naL: 125'A ®m/QRL: Ou 2L/0 2L/0 8C.: 10 M.M. a21h 11 (15-7.14,IL) (M-12.-1R) VDd312A) (40 ,34&) (50 ;-OA) (6003-8A) QW,4.3,78) (W43.4 B) (90.13141L) (10043132x) (I1S71QL) (121-1238A) (13M-8A) (144.1*M) (150,U-SA) (16"3-8A) (17DDy8,a) (184.1233A) (19D03$90) i Reaction Slmnnary 5r R. Btombs B.N%% Mkbl 11ndBxWdh Mmdt d M-ch8 thl@ Niy&dae M.Ubw bl ffii 1 %(VA* 1 8u CmaeMmmy 3DOh 7,7%hs - 797ba -797bs -86hs n EF.I 0a, 1,,,,, eu �mbMn�y 3DO. L7761. 7976a -7971a Ohs Maternal Sumnia`J a,,,�,,�,.,� Bracing' Summary TC SRKBC1fii073)N2DA ICBcova6 QAcIoW2441,Bulnda�lgOhm 13 60(AL937D17)ffi204 13C 1PW-- MWI3)Sa2of BC&.d* tbmfidorAviosat43-0,Anfnd�nb�Ohea W.I. 1PW--,M*12)0- Loads Srm miary 1)TL'eYasheeb®d>g�d6¢�hedj'em deb lOpdbo� dzad isbadpf m�dhedy, 2)Thht�bmb®d�dfa6effaa9d,ueQodmav�A�7-1owfi0ef�a��dded�d 1®m{bn1:.�Ar...,.gip=�'�(C%bbRP.>��sQYIIa��). >�aDD:a73313n-ss$x�maz�Ttimaxaba•md.�a�e�m,-1w.oczamw,dbaa 3)Me1 d.Wesfbaftbe laC7Abb16D71gp4d Wrnbea Form Summary 7bbbb�M®baDDm=CSLn=wmWn%(mmaom¢�r� me�lr� Tc 1-2 am 4007hs 44 0.732 -=bs SA OM3 3x6h .. 2-3 a428-3360be 6.7 a748 -3j10b 9.10 O-W4 -3AIFe 34 (L724-3D55bs 7-8 (172 bs 3&I1 Osa6 4D811e BC 11-12 am 317 bs (-2$Wbs) 14-16 a5® 3j96hs (4,MM) 1&19 0471 3447ba (dA31bs) l 111 ///��� 12.14 Ow 146s-23OShs 16-IS O.Sf6 3 9Z2 bs-1hs 19.1 Q4 0 3 7ft bs - NEba 2.19 MID Z701m 4.16 2.18 3. 18am 752be 6-16 (4486s) 6.14 �b3 Q164 403bs (A8h$ 8-14 OM 485bs a177 321b (- nw) &12 0 % -U(.b Os43 -57518 412 0.135 1317b \��11 \�\ � �"1 • �✓� /�� 4-18 am 744 DADS mi. (491W) ID-12 0114 -2996s 2�P \ /i�\GENS ` Not= " `i- 1)72id�ssEeni®FSCE7-lOmndtm�bybe2Q7gads ` PE 76051 \7, 2)SMC1lmd8o¢Qterhe�nl®dhvaaobl�&ebfrsimil4sheavpmopmmto!'ddldmdmbdmdhadao�asD® IL+(Ka-1)aDA 1Lnamudm¢�ctiAtffiIffIL C j,fedO6eQbebb�ffin¢d�veu¢brim.aDY.lSlxidmthuen¢aiddlrj'eeTn�6a�mcpclAs/s11-mDls�Ouz3s9 5) DWk�IISdt� - � ATE Yc: 4ORIV��'����� �S/C)NAL G�\�\, /111111M TSJIICBAnpyafbeda�d:amdmibdbhoaebomuomc7tedmeoafueudrid�eit¢muhmdmds�u�b mSmWieib/6e71u®Meo�de®drtEaipmhemvny m�dmmp�®aE'uei6 fmdfa6bfhdk FB $1HRM 131 1a�ann�ldbe»oa�a�� �rso�l®ydm�ea®dbeTm��cb�ua�r9 �fatoEa alb. OodP�.Ftff! �(F®9aB-T P lclscuemdmm�LF3A276iAt®�P�•�B�B4� P �e ohvedfga=38"and,bd l8�gepl;a'gF16'.xh&�bahio�L9gmgeptR Z990Fi RReQR349A Southern Truss Companies, Inc. 'Truss: A7A 2590N. kin Pmjedlbme: IB3DA SOUTHERN g;ff4rway TnlsLDsxr. dhn Campa�etiSdLdicasrM 'TRUSS Fort Pierce, F134951 Date: 9=18 92821AM Trx CO,MPAMES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pap: i d-i Vzrsia12017.ZI p30d2] IvbterWDaEabasevmsi= W SIm1 Pitch Qtg CHL cm CANfL CANER PLIES Slacvg MT/PLY 446-0 1 5/12 1 00-0 ON 000 000 1 24in 22916s 44-6-0 543.14 511-2 7-6�11 7-6-11 7-Cr11 511-1 15 5-0-14 11.8-0 18�-11 26.1-5 338.0 i 39.7-1 44-8-0 5x6/ 1x4j *5- 3x4- 5x6\ 12 3 4 5 6 7 12 T 5I- I I5 3x4\ _I 4x31 K 8 4x3 \ d 7x71 1 7x7 1 9 T 17 16 15 14 13 12 1x4l 3x4- 4x4- 3x6- 3x4- 4x4- I 11. 10 3x4- 1x41 i I 0-ao 0-ao 54}14 511-2 7111 7111 7-rr11 5.71-1 543-14 11.40 1&T_ 26.1-5 33-8.0 39-7-1 44.8-0 Loa& General CSI Stinmrary Deflection I/ (10C) Allowed Lmd 64 B1kmde: aCM17/ 7C: am(4-6) W aL• 073h L/726 (13-14) L/I80 117.L: 20 7P11.2D14 BC: 099(13-14) W4LL: 034h L1999 (13-14) L/240 TCQ.: 7 RepMbrldvraQ: Y. F4: 098(3-14) EbMCR: 02h 9 BaL: 0 naL: US% 6ePF d-X- RD Q : B10 (1-P-I090) (21-123-19L) (3-3$1L) (4MO-&%) (S&WOA) (61.1u4w (7903W) (81-123.1,a.) (I0D03wM) 019$9SA) an -GM) (131.1233A) (140.OPM) (13002-0A) 46943-8A) (93-8.3090.) Reaction SumnsaU . _7f_ -TSpe HrnCanbd B:rtV&% M kw R dB.Wdh M�Rmd Mmc6dvik@ MmcWdC6i0 MmcDoffi Mdx13rz 1 Yn(1L'f9 1 8n Cmd*M-.y Mm 1b53b - -742b -7421. -731. 9 HR.1(I-) I is - 30M. ]yob _ -742h. -742b 0b 2C ZPKSDS-MB)MA a[apt 7CBI-bX Zbed'daBcfiseib30jf�dod FlCLa% 5-7 SPKSMM13)a22n2 BC SPWSW0J3)892:4 aogt BCOdmg Sh f d 12.15 Wa1LSOL2013)022o5 Va. 5PLW1 )1)1ta2124 Sur Loads Spry 1)7bbtmh.b®d be sdm 20Pdbm d.dLeb dvdb.di InSm�eiD�4�7}3�8,L-LS ad h.d db - 1DM-11M,CCCZ-V S�§�1® 3)dfu®m �e9ficbazigghdaffimdhIRC79b616071hdmatb:meiPid Me-1-1 Forces .Smm ry W%JBb&m MmhrR4­cSZ Md fiM(m=M3pcfmxldffMfi=M= tfu� 7C 1-2 am -3,1661. 4b am -3p761X 8-9 OAA 3.165b 2-3 0374 3A691. 6.7 08% -3b141, 3-4 am -3516b 7.8 0372 -3170b 2M81. (-IM14 13-14 0995 3b141. (-]yl2b) 17.1 0450 2X9b (-1}711.) AD-11 am wk. (-1.585b) 14-16 0871 �� h. ANA . 8L 71-13 086d b b 16-17 03� b - 73b wbs L17 awl IN; 4.14 0228 4161. (d06bsj 7.11 u128 3161. �� \A �,_,�_ ♦ �� �� n' ,y-- 2-16 am-IMb. 6.14 OlA 369b (-3661.) 8-u mx -155h /'` 4q � VXC;E YSL���1� 3.36 un 315h, 'F13 am (-0Oib) 8.10 DD50 17Ab 3.14 \ \ ^f 0982 99610 ( W 13 993b (-SAb) PE 76051 ) t - I 1)2hhd�hbmaimA9CE7-IDmdummdhyhe7A7�ddogmde 2)W/QidndHo¢�e�evdmlmdhuhamtledebhxhdFdoeheae�®pomtafddleQoud�mdmdlad�pmlmDdi LL+([Sc-1)xDA IL'namdAtSU1411 3)AT* .&kvl6d;Cj-L13Uj=b-%V 1b ;r ` au 1-20028d£m2A2 4)4�dad> k go titrpmbam�nh�gcue6rdom.am�aslbepovHdlb m4<amdupEndo�muhaim�osdm®y. ��s 6)®Idd�md®uehmh�xm(CIZZ)mPnlBtheb�ut(s)dtORaRa�edfiAmmaM.tr®D1Vl.R�1YETVomOafrAbQ.lkmddheagan -a �` S ATE j �`- (�}( `��� 7)Lizdwh mMwBls�rg j0.C� ORID NAL HIII�eirp/e�'hed��e dbheamhoartnme7Led dbshdamdtumshardmdea�risumdr�immgsgPfeihyhe'Diomldmdea,emdrtbiPmbdmadry ®ddmPNm®dhoFmm6mdCahbyhe&ding Btian!A $1C81dj� Ltr/+mtimmednaigudmbea4.4mxdpv6mmlgimygapm�iyedkyfuhelow®pmmtd��o�9shemwpK,emdhe o>�eys�ao�-r��heo�d�>�cz76r ��c�reDa,�P�daam,dla dmaeb< .ASmmdtrpSksmr20g�g4�dhe�ridPliazeafdbvmdhy d'yIe'v3ihhdmksm IB®agryht4dr'9818;and, udmbdl�hra®18�geph! sdaE.&arwsl 2590N R.lhz.R3499 Southern Tivss Compmies, Inc. Truss: A7D N. kin Ili SOUTHERN €>s Shway Mme: 1833D-A Pmject2590 Tn D—I gw. d1c �Tr �1� Tm fIUSS Fort Pierce, F134951 Tate: 90MI8 M21AM T11>$ COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Peg: 1 Qe 1 Vmim 2017.7.1 Puild2] Mate WDatab=velBim: 1565 Slav Pitch Qty CHL CKR CANTL CANTR PLIES s1adg '"UsmY 4&" 5/12 1 ON ON 1-00 1-W 1 24 in 247ks 48-0-0 6-11-14 `r11-2 7-Fr11 7tl1 7-6-11 1-7-8 4-11-8 5-5-0 6�14 12-0-0 19b11 Z7-1-5 3450 42-7-0 48A-0 37-7-8 4-7-18-7-15 i 12 5x8 HS 18 3x4 5 - - 5x7 - 1x4 I 5x8 ,2 3 4 5 6 H618 7 6x10\5x7\ 12 �5 3x4/ IA/ ,} 0 2x10I 2x10� 5(6;, 5x6 \ ld , T 19 18 17 16 15 14 lx41 3x4- 5x5- 3x4- 3x8- 3x7HS18- 13 12 3.5x8- 3x4- I 0-0-0 0.0-0 5-0.14 'S1'{-2 7.611 7-6-11 9.2-3 42-4 6-0-4 6�14 124 0 19 6 t1 27-1-5 3fr3-8 40'12 47-0-0 Loadiu* General C % S =nuT Deflection u (loc) Allowed Lmd CA ftCUm: B3OMW TC: OS6(/4 Wm. a95h L/564 (14-M L/18D TOLL: 2D 7141-2D14 BC: OM(15.26) vdu.: Q44h L/999 (1516) L/740 Tom.: 7 Rip fthm : Ys Va: OMC7-IS) H.M 024h u BOLL: 0 nQL: 1259, QapRLrXB U BCCL: 10 HlQff.ft(k]CXA # (15.7. -UL) CM-123 =) 0¢2+2A) (43-123$O) (Sa42 W ( 9a) (7 *2A (SOW-=) (90-0,3$IL) (300-03.13A3•) (11S7J-0JC) (12D-g3AA) (111-173SA) (14M-12A) (15D0,7-M) (1&1-12"A) (17D023AI (18933Sp) (1900,38.90.) Reaction Sm mmry _Jr_ Type Ng" RV Ma>Qei Ra1B.W& MmcRaaa M.Q6 UM Ms:WdIIo@ Mm:iis@ ht l i 1 lb(916Q 1 Sn CmalMs_y 3DOh 1,76b - -797hs -797hs -01h 11 1IRo1(91Iq 1 8. OmamMesny 3001. 1,761. - -77M -797hs Obs AUtel7al SIIlIInaly. Bracing Sminary --pt 7Cmamg A®6dwRdmzdzag &iFb/ohaa 3.5 8POL9DS-D13)S%2d 5-7 S?(DL8C62DU)M29 BC . 1PKaC6-2013)S.92c4 Bak—g %-f-d.RA. t44ARdndpb/Chn Vlths �P44_ >f-7D31)A62e7 Loads �Wry 1)n®mmn®b®dzamaa,lo�dumad�arw�d�a,wbam 2)11rat�473AhJ5JRN 8� » ¢1WmphuEm pm 8�'FadsdChbhffP.Hdl�gOsgayIIU�L00�O�neIB Tw N&nmv,&c=HMO,OCZ'oJaa�' z>maaDD:amB>•�ssaru�azm�'i>�anvu=ma.��naruo,azm<w,anae 3)Mnhmm mrtgeamtadognemIDC'IDbb160711�ath®gy� MemberForm .&mxnary 7661iA k.M-brIRmQ(Amm�omibq(mmam<cfuceLdffwYfioOmsc¢�lfaa� TC i-2 a696 dpSl lm 46 OS& 4jmf. 89 0.7m -3x9he .. 33 0840-396hs 67 a513 4=b. 9.30 0.722 3$S7ha 34 a593 42ha 73 Om-3$26hr 10.11 0618 AMIs 13C 11-12 a484 37nbc (-2,aSb,) IS16 um 4,1421. (-2 ajo 19.1 DABS 3,7151. (-7,107h4 ,12-13 a453 3352b. (-1,899h.) 16-18 0395 3128h (-1,754bc) t 11 13-15 asm 3 b. -1919 18-19 OA24 3,7z5b. 07 Va. 7-19 am 214hc 4-15 0191 470ha OmM) 9.13 0328 8D8b (405bO ?-18 am 6036s 6.15 0229 416b. (-219hs) \o \\ \�N i=t_BLF�, \ -7i7- 318 at79 441hs (74b) 7-1J OM 9511. (-04%h,) 1%�12 aW-33111. a447 LIOOhc (656147-13 0221 557b (-265h��,t+ _ _ �� Q- ` i I� E n' C� i / 'Val L�\\C��i 4. 4.16 am 467hu 9-13 aA95-1,101m � 1\T61QS 5� \ = PC ,� 76051- 1)T6ndagis�mn�87.1saertremminyhe2n7HngcLde 2)WtQtmdBa�m�aa�imdly¢�mlddhbnsdebhriad{inheaq,mmpoo�afddle4udabdad�d®P61mI]8 L[h(K¢-1)a11A II.homad�A1J$i1PLL 3)A�paFymuolfimr,C�aegh®h®oppadbhepkeeo�vehahmdma20%Ahiafm766tm¢�SbEb/Idlk�mM�euepcRSAPil-7D(179tEm2369 — ® �U (s) bit.mdasDwlaYS�.mS...Rro�6.ala.Rsedd4g�lhemBm 6)L'ldsmdemlmMWBL40e5jhadig -�O{'� ` S AXE y� \ �\ �G /!O �111111111 rua��9{ela�dita5bnma�moram�Ea9mmh�Ilasama�md�;®1m1�e,7n�Mm�armdas�mmammplm®dm��ruammtlyhe BcffilMBlealdy »�ena�mhla,M:�i.aa�norm�l�omomx➢t�eamsmmdwaeshmaha7mv�m���ss Iy�6•T=.=,='Ie®dmmxB�Rl-Z7B.AImmmorp�mUDsmgmd®h�¢3'edPlt�ddalaedFya'i18'v5ih'mfmtr®ISg�eplRa'9118',wlth�b ��'1 Lq z�orl RmeH34951 Southern Truss Companies, Inc. Truss: A8 ' 2590N. kin H SOUTHEEiN � } PmjmtIFame: 1833-DA TnlsDes w. dr .. TRUSS Fort Pierce, F134951 Date: 9l17/X118 928:22AM � Tn3M .COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 10£ 1 ZklaQr201&U.3 [&B1d10] I&telialD3te wvelarn 565 Pitch QtS CHL OHR CANrL CANER PLIES SpaciT MUPLY 46$0 5/12 1 000 000 1-00 1-W 1 24in 215b 46-8-0 6-7--12 4-0-+i 6$-0 6&0 6$-0 6&0 4-0-4 5.7-12 + i 6.7--12 100-0 16.8-0 M 30-0-0 I 36$ 0 41 0 4 W 3x4- 3x4- 4x6- 3x4- W% 5F- 3 4 6 6 7 8 �6 T 1x41 1x4 / 9 2(101 2x101 4x17 4)C/ 0 T 16 16 14 13 12 11 3x8- 4x9 HS 18- 3x4- 3x4- 4x5 HS 18- 3K8- 0 a0 0-0.0 940 B-10-11 0-1a11 8-1a11 9-0.0 10-0-0 18.10-11 Z7.9S 36-8-0 46.8.0 Loading General (NI s m anry Deflection L Ooc) Allowed Lind 44 BBBCbd:: IBC2D37/ TC: a95(43) vh46L' L16h L/449 a3•I4) L/180 TCLL:' 2D M14D14 BC: a6tal-M VAM.. am L197L W4) LIM Ta.: 7 iu me. ns: Es vo: asq..) ti-at O27h 1D BQ.L: 0 nm: 125% Q prftjw-20 BCM: 10 1ffi�b(1ot7(Y{vg} a9-I4Y1A) (zoQa.13,?J.) pDa3-ez2) (aDD3Sp.) (sDD$3A) (6D373A) (7DD33A) (ao-a3-A�) - __-- l_ (90-0,3.13¢5.) _(709-14g1R) fill-123-BN (121W2-0A) s130038A.) (14003-BA) (15D-0T+OD) i (1&1-123.8A) Reaction Seminary jr Z1,6 Bmo-bo Bieyim Mftw FAditw% hfi.R d MaaG-W MasyHodib@ Nf-U* hT.HA 1 Ph(v01i1 I 8b C..&M.My 3DOh 1,727b - 775b -7731. 611. 10 HRaII Bu Cmvd- a 31)0u 1,7Z7b - •7/5ha 775b Ob. Material Summary Bracing wry 7C �PW-S 520MC2 4 Whl &g-q-dMQRd d26QAa5dipb/MM BC 8PK3O&D13)EStv4 Wall* wBaios S-ll-gPa50d*byCba v0b !f(AiPC3?Dl2)A52N Loads Summary 1)'11,6h®hmb®d�dfa6edf'etdcbl0piboamdwdfirtlmdpla8edhedc 2)'lfi®bOhmL®dmj�dfaLe@'�daudhehumdma�di/SCE7.30aLbdobcdgmcddnadip¢ CftayllO-LODjOdft ffie408z47334h-ss$A&FLdZ—T.M N-b dtabmmdedDM,16D,OCZmevr.dh48 3)Mhh� ehm5-ha..d.nXIDC'lshblWZllamatb®RFW Member Forces Summary �b1na�M®eema eo®1�aec�p�raa�ma<�ro� 7C 11-2 0649 -3914b 43 OM6 •4y13b 88 Ob93 -308b 23 "M -3y08b 5.7 09% -41.. 9.20 Oro 3914b. 3d 0727 h. 7.8 a727 -3 b .. BC '10.11 a539 V83b (-7jMl* 13.14 on 4$01b WOW 16-1 039 3,Mb. ROMW .11-13 0613 4AM. -2442b,14.16 0613 4¢28b RAI bo' VW. 2-16 am 384b 5.14 0350 d26b &11 0431 XMI. 3•LS O431 15161b (d89b) S33 am d26b 9.11 0213 -384b - iii u a Isnd (346) �ii aim .13 ( � . E3 \\��\\N,111i Nokx \�!}+-C-, �`GENsC�. `V, 1)7h'ed�%+,•-,-na•a'F10aadaemibyhe2II7Av1aBvffigQde \ t- 2)tbtOiodR�CaaImdhuiazrldtY�bFeladplabeae�ampmatofdBOndomdmdhadamprtdnAO,JI.+�a•1hDdl,¢h�hnxa�ADID!ffiL >)®(�a�dethebo£m(s)dimn.RmsadT7Ron�hmd�'Qg600a4'badaeDwr±w�Rraeera Itro►�fr®bCLRemddggami6amg� aaadopfbaadoBheealmMWHlam6'hedg4 \ � PP 76051 i j �_ 6)L�1 ' '� '�,y �/` �i0'� N7D�AmPyd1'vd�dm@d edbhea�Smmua?c7te8�ofLhhdn&e11umsba�md�ai�mdnlpimnta ld'hdlh�MamdwcmdCh ymheumsya atLeuf®/meFahby6eHiNoB $iMM131M 1j+ >�a�a'��+�Bb���P�m�i'Si*h�h�aaPo�d�b��bm:aP�emdh27mpaime:((bae0itl'p�doreddimdo6amdmAtcmneaap}n�hulbe 11, H6 ' 9udFigM6aS1 ' S 1�6•Teo®p�{Iocbe®dmavdbESl•27RAImmetrPffi�8a'85v�Wai�Pil9bxdbya"-18'aodoi»1BdS918;xhitihdabab�b�18 290H Bna1Li49Il }� Southern Truss Companies, Inc. : A9D- SOUTHORN 2590 N. kings HtghwaY T1 Ixsg,er: dh `TRUSS FcatPierce, F134951 Date: 9/l?!X)18 92MAM Tln$ COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pag: 1 cf3 ,C�siac 2DI7.7.1 [B1Dld2] elialIta6acvelsm 15fi5 Spy- Pitch Qty CHL OHIt CANM CANER PLIES Swig W zmy 455-0 5/12 1 000 000 I-00 140 2 1251 282DZ 46-8-0 42-0 3.10-0 6-1-10 6-1-10 6-1-10 "A6.1-10 3.10-0 42-0 4&0 B-0-0 1 141-10 20-3-3 26-0-13 32.66 38$-0 42.6-0 4G�8- 12 6x8 HS 181 5) 1T 4x4- 1x41 WHS18-W- 4x4- WKS181 12 19 18 17 16 15 14 13 12 4x4- 5%5HS18- 4x7- 4x4- 4x7- 4x4- 4x7 - Sx5 HS 18- I 0-0-0 0-" t-0-Q 7-0-0 E}10 6.1-10 6.1-10 6-1-10 6.1-10 7.0.0 .40 {.p21 8-0-0 141-1033 �26-0-13 32�r8 38-8-0 45$-0 41 Loading General CS1 Spry Deflection L/ (loc) A owed Load (pd) Bk�OD&: RC2017/ M as4m WaL• Mi. L/4M 45-16) L/ISO ML: 2D 1 Ml-2014 BC: GMW116) I VAIL: 056u I L1927 (BR6) L/M TCCL: 7 Roibrba : 140 Vft: OAQ-M RMC& a23b n Bab: 0 .: W% anPFM-x-U i mlmy a an rma¢naa�y awn 11 HWC➢ b4 1 S. C..*M—.W 3DDb a, ui® 3j07ba MaWrW Stamm y Bracing 7C 6P(AiSffi2013)SSW cot IrE1.4 3b 6P(A1805.2013)92:6 6-9SP( M6-2013)ffi2x6 BC SP(AL106413)S32r6 BCOeegg Wbr :WKSOL IZA2.4 Loads Summary I)lbbtanbasbm&*miBrhdCeMdnblOpolcr®d=dLtbad*dmdi a b 2)haY®Wb®I6o.Fbu .*,Rq. ffi�08r4733$h�17$fbrFadZme'huo{tfdhrmdt+�am�eiD(Ir1d0,CCT�W�48 3)Mnoom e�cbudo8uem�nmvhIBC74Lk16fl71bnsnatlamww I a�,,.- -lyazh -I=b. Obr Mlles J atmbd cAvfamt3-ll1(Arlod�6yame sh wrkdn 4 4%R derbyC6a¢ RC,�HFnd>44 f e1BQYB F�3�. �o;ll l HI/oE Ns PE 76051 41 �, 1 -o x` YAATE 0 Gil -��� V✓ OIVAt ./llllttl� DcB, w o Ob x �S M �'y n cWGQ � V1 v �zr�N ot� NX o � � tN� N O a.� g a AAA aaA.a.aAAitAA.a .a A A.OA AA.a.a AA.a.a.a A. a A.a �2`>LU Qzo�z— j J o� An AA a aXAAa5AAaIaAAA AA;iAaaa5;$AAaA5.5 52.1AAAAA2.8xAA2.8AAA AAA AAA isAAA A AAAAaaA H'$H�8'$BSHF �������4�d�dtid�ddd��d��Qd��iid��R�R�RRlSd �R��R��3dd��R���Rd�RdRRR�RR�ti�d����Adl3�A �•� Southern Truss Companies, Inc. Truss: A9G SOUTH�N 2590 N. ldn 1-r ��} Pm ctlNbme: 1ffi3BA Truslksg�er: �c :;' � USS Fort Pierce, F134951 I&: 9D?/d�19 928?3AM �,�e C0"PAN1E,-9 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pag: 3of3 TnE Vcsim 2017.7.1 P L02] MateriallAt bmvmmaL 1565 Spffi pitch Qly Cm CUR CANFL CANER PUSS SFacag WGT/PLY 458.0 5112 1 040 OII0 140 1-00 2 Min 2821ts Truss -to -truss Cbmections &mmmry II Notes I O� PE 76051 ri 1 -v YSAT-IE ,p �`.�L ID S/ONAL I �llli{111\ Southern Truss Companies, Inc. Truss. 02 :np .MtS 3GUTHER.N 2590 N. kin Ili 1R'aY Trtn 1Natne: Tnlsslksgler: 183311A ' tic �pmels so»QSTM d TRUSS Fort Pierce, F134951 Date: -%=18 92824AM T1tffi CDMP,ANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 FwL Pap: 1 ae 1 VkrsaL 2016.113 [BuUd 10] Matelia DkebmvelsaL 1565 sk Pitch Qq CHL CHR QWL CANER PLIES Spacing MT)PLY 3? 13 3M6112 1 000 000 14-3 0-0A 1 24in IOIls 3-2-13 i 14-14 1-4-15 t 1314 32.13 12 3.54 F- 3 D t 1-9-14 1-4.15 1$14 32-13 Loading General (M Smmalry Deflection Ll Qoc) Moi Lod W B4cD&: BMW/ IC: 017(1-2) WdQt Ohip L1999 (4-5) L/180 7CLL: 20 781-2014 BC: 021(5-1) N41IL: OuiB L/999 (4.5) L/740 TCCL: 7 RVgblm®e: Y. vim: 010(2-S) 6.410EEM: aaih TEEM (1-1) 2Ln20 BOLL: 0 110L: 121% OWCER3.: a03u 2L/999 (1.1) 2L/120 BCOL: 30 H-M a01h 3 P91.(ffid;6titJ PM4 .• (lSd,2.21q (2fl•0}10.90.) (33-73.890) Reaction SffiIIYdry jr 79x ftMmho bgwdh Maul RadBgVWh Mm<R®d Mae-upla Mm[W d141a Mm:II3 ! Ph!Mp 1 1L313n (3mo@MomQy 4 HRdq(-) 1 u 13 3000 274h -114b. -1141. - 3 HW(Pn� 1 13u - Mob 79b. Mi, 41a -28b. -2Db. -211. -201. -28h qOd lv�te17a1 S1 , Bracing wry 10Era*F Ebad dwftim t&34jb&depby0h= RC SPKSM-20130224 ECH.4 Sb®fidQR*.d& -0A&dsgabjmm Wde SP(Ai.SC1i.2012)#32,4 Loads &mmrjy 1)IL'et®habmd�dfv6ede6dm10P41ot��ad fvebedplodsdbeds � o�d�di�Qrt 1Wmphny..rTnT.....rTa,y"F 2)'flcin®hab®d�dfvhdZ—Th ��N�B�8a3'IIa� 1, lsnwoE:a7si%n-ss$ruFoazm�nu-xdt�cmd.�movdeatna,-1w.oc7mewa,afi Af--d A 'I --DM,1 3)Mncmm agWcbedoBuIBC1§b6160'/lhmoo0ame}pid Member Forces S MMay Thdndm,>:M®h�mm�csmm omto�(mffio�s�a m� 1 069 S also S am PTotOM Oh PE 76051 SvAr - r 0 •�4ORID�.'�� \.`� j�(IIIll1� .1 t ' Southern Duss Compmies, Inc. SOUTHESIN 2590N.kingsHighway Pi*ctMme:- Tr=Dssgw: 1933DA dr �IITTim �� TRUSS Fort Pierce, F134951 Date: 9MM18 92R.24AM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pop: 1 oft Vusim- 2016.113 [Bmld 10] MatuWD318b=velsi= M Span Pitch Qty CHL CER CANPL CAWrR PUPS spB WGT/PLY Sb6 3.535/12 i 2 000 ON 1.43 aw 1 12fr1 16Ils 1 i 1-9.14 3-8-8 1.14 5dr6 101 )-J2� D3G J2A D 0-0 0-" 1-9.14 1-10-10 1114 1-�14 3-0-8 5{s6 Loa&ng General (SI amnary Deflection U (loc) Allowed Lued W ftoxe: MC20171 TC: 019(Z-3) VktQt Obup L/999 0-0 L/M TCLL: 20 TP11-2114 BC: Dmp5) V aL: OuDP LIM 0-6) L/W Ta.: 7 Rq Mbll--: 1b M%: =94) C.WCff1L: amim 2./999 (1-1) 2L/120 BCLL: 0 I]0L: 1Z9% a3m/oma.: ob • 2./999 (11) 2./I70 Reaction Sumnuiry jr Type asombo ftV9dh M&sl E43,gWdh MAxRmd M.0-uple M-W dCpS 6 Yn(G4 1 U313b C ad!Memy RWh 1Z1M 791s d Zol(M I am. C..*M—y 3Wb 871. -Z7bs -nbs 4 lma(Ihta) I L9b - 300u 191. 3 MUM* I L5c - 300h 36k d9de Mateerw & mruy Bracing .Sn nary TC EP0L905-=l3)M24 TCR da & BimhedvAvhsm63QAvbd�bgman BC &(AlBMM13)MW BM9-W.Avlosst6KP.%dpby0l m Vibe SPOL935.01 M2" -n29 o1n oh. •49bs Ob. Amd I.oede M®bc Lao- Dhd. L-d T&WA TtpW 2.11-0 Dam 171. . Bntmd 2.11-0 UPm BB.t� bl -0 lip aim% LoadCase:Dl:StdDoadLoad MMnbc L—fen D'rsfim 1®d T1bW& �\ /L1GENSC�•1i� 1� Thpmd 2.11-0 D— 6hs Balhl 2d1-0 Dam 31. \ ./ Uad 2-1-0 >P 176' ; PE 7F?051 >m 27c' Member Forces Simm m md�M®bQro�Qa p (�. ra m� Y 7C 1 1-2 2111 -901c 2-3 us -28ha BC 4-s ao13 0k! s•6 OM ohs Q 0➢96 78fa -14bs �—p ` TATE. 1, Va. 2.6 am Z53be (llz�) r�•-�'j';�� Tlmss-to-tnM ODM)KdODS Stinmmry ID Peale TTu 11A cos au o 315d4 O, Tg9—` — Ell AL \ �uIy�, C14 D1G 3-0-0 41dg '�'..�'.. � Southern Truss Compmies, Inc. Tom: CY4 SOLI. . HERN2590 N. kings Htghvvay PPmjedRme: 1833-DA c asotmesTm ,Use FaatFie=, F134951 DateTrusr =18 92825AM Tr= OMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pop: 2c'2 �Fasm 7�J16.113 [BuUd 10] MaterielI�tah�sevasim: L565 SI. n Pitch Qty III. CII2 CANEL CANER Pi Spacing WGT/PLY 566 3.535/12 2 000 000 14-3 000 1 12in 1616s Nees 1 0 Southern 11 uss Compmies, Inc. CJ8 2590 N. ldn xa €� � Y Picjed I Fame: 1833�A .... ,,, SOUTHERN TfIUSR Fort Pierce, F134951 Ti1mill:sga: Date: dho 9!1?/LD18 92825AM (800) 232-0509 (772) 464-4160 (772) 318.0016 Fax Page: 1 of'2 Tim .COMPANIES lkcsm:2016.113 [Bm7d 101 MatelWDatabeseveram: u65 POrh Qty III. U R CANrL CANER PLiFS sp-9 WGT/PLY 1124 3.535/12 4 I ON ON 143 000 1 1251 41Is 11-2.4 i 1-SA4 5-9-14 3-" 1-314 7-7-12 11-2-4 Lmd TQ.L: TCDL: BQ.L; I� 1x41 1.W 7 1x41 J21 Em 6 IA11DCa 0-0-0 0-0-0 1-�14 &9-14 3-" 1-9.10. 7-7-12 11-2-4 General C l smmwy Deflection I!, (loc) Allowed 44 MCA: FBC20171 TC: 0.76(2-3) VAM. 609b L/999 L/180 m 7H1-2014 BC: 031(/-1) WL: 0mn I L/999 L/Z0 7 R4iMbrb— )b VAb: 0239-5) amyc L: m6b ZMW (1.1) 2L/17D 0 Rm, mg, C.VCW.L: 606b a./53:! a-1) 2L/120 JI 7ype EtROIDbo HRVddh M0fH1 Rg48RWL MIRW M1111,17WC M.W'wLbw M.Upw 2d ltm 7 Pu(90.� 1 11313b CmdeM, 3DOb 308 bs - 4BW -223bs us bs 9 Hblm-) 1 Ldb - 300u 390bs - -238bs -238b. Obs 4 Ma(n—) 1 Lsk - 3DOb 82bs - -60bs -Qba 01. MatmW SSlm[naly Bracing .&mmary TC dpwsos2013)St2t4 TMIA4 thmW fti.s634R kd.�igOhm BC 8PK 05-Ml3)A22,A WE-bg FN-fWandGsd&2-DYdfud*byChm Wk. �(�12)lxi2W Loads Sunwnary LmdCam Lrl: 5ffillve Lmd Almt Loale Mm:ba• Laai6m Dhli. 1-d Trbw& .. ligmd 2-11-0 DP 13bs Brtmd �� 2-11-0 aua 54-15 DP D 27bt z/m BBstQd 5.8--155 UP zln B*Cbd 84-14 D— 6ba Botmd 8b14 Dw 80b ` ;[ PE 76051 x ATE 17/ ID �/lflllll\ d e iR SOUTHERN COMPANIES ldasrn:2b16.11.3 rBmld 101 Southern Mruss Companies, Inc. 2590 N. kinks Horway Fort Fierce, F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pilch Q(l CUL CHR CANrL C4NTR 1124 3.535/12 4 OQO 0O-0 14-3 QUO LoadCaw Dl: SldD=dIiad FbhdLoob Mm6c Lmd'm Di dm L®d TlbwA 241-0 DP 17W Bdcbd 2-11-0 IIp 17Ls MpChd 2-11-0 IIp m7 Bd(5d b11-0 Dp 17W npcbd 5815 D— 14na Bdmd 5-8-15 Dom tom Tapmd 58U Dam 14E. Bdmd 5815 D— tabs Mpmd 8814 D— 311. BdOd 8-&14 Dvm 42Ln Mpmd 8814 D— 316e Bdtld 8614 De- 421a Member Forces &mmtry wta 12.7 Uzi 38164 (-2796v)I % Was 2651. Thl%-to-tnM ODMWtioas Spry M cw dM= a-IileT— Cm ingamd A,* T13 12 CB 211-0 315.dt S'�`",�s'"���,i'i�: zN�;s"�; �„`:Yz�rto�Y`•,i"$,%$::;'•r..��zs��'�%A,'t;Y✓' ��'�yl:���.''?�?(B':5' TM I x ... . C8 5813 45 dgkr �osi.%�z%X•'..3"i'1'�`�Soz<'sn.�?:4�:'.��i3��a�.'i���.a.k�a�'..sK ��;!fi�'es z15.6f'3'`.a'wr.Fw�",..w•^�F`>'�.'sa:::"'ie✓'�i.`'.ir5'.�i"'.„..''%�5„4`0..'.+.r`o'.'9:•'L".>"0i"�,'Cuz'�.i5ii8:ixi.F:h T'18 c1e Alms 80-0 3ssd$ lames i Tmss: 08 ProjedMme: 1833-DA i TrLwDe =: dir Date: 9/l7l1018 92825AM Page: 2 a 2 PLIES Spacirg WGT/PLY j 1 12a1 4116s E 3 t 4///�, i PE 76051 i 1 ATE /�llllillll��� r� �j o o � � �S M o� �q 11:01 V r- - Eb Q �N O O9 �d N O � qq � Q t�3 Ell 2 W L N b m hh AAA o 39 A A A C -Olt ��14, -?1,� �ogglavqxgeAAA Southern Truss Companies, Inc. Tom: D3G SOUTHESiN 2590 N. kin gsIlighway Ptajedliame: TnlsDasg= 1833DA dt>r cmva=t salub=— 'emu$$ Fort Pierce, F134951 Date: 92711J18 92826AM Tram .COMPANIES (800)232-0509 (772)464-4160 (772)318-0016Fac Pap: 2af2 Vxsi= 2017.7.1 D3uUd2f Mat nalDdebasevelsim 1565 Prtcl Q(Y CEM cia CANrL CANER PLIFS SF-itg WGUELY 7� 5112 1 00-0 000 14-0 000 1 12in 4016s Member Fnm--c ammary ....n:r..,..�--n...sare.u......e.e.:,ic.a 11 TC 1-2 0373 657b. (4121.) 34 om 2D16. (dill 2-3 am 2746s 67a. 4-5 0121 =k 091. BC 6-7 0.181 ob. .9 0Zi6 -3391x 7.8 Q140 -166be 9-1 0236 -559bs Was 7-9 a236 -Mb. 3-9 a105 '3311. (-2Mbo) 5-7 WX -n71a 2-e U78 684b. (fiWba) 4.7 0.093 292h, (-I456a) 5-6 om 236hs (-66bs) Th1SSbD-tnm ComectioILS &mmialy 5)Lb damdgi&m-..b.s d.MWHtampb.do8 \�o W l l f l////- INA PE 76051 -a i SvATE S8/0NA i Southern Truss Companies, Inc. Tmss: J2 SGUTHEM 2590 X kings Highway T1 as mr1833�A �T� °`� -TRU&S Fat fierce, F134951 Date: 50=18 92827AM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax ice: 1 CE 1 Uasm 2016.11.3 [Ba11d 101 M&,ialDabmvelsim L%5 Sp�1 Pitch Qty CHL CHR CANfL CANER PLIES Spacrg WGT/FLY 200 5/12 10 om 000 1-00 000 1 24k 7ls T$ 11 T 2-0-0 1-0-0 0-&0 14-0 2-0-0 12 5r 1x41 3 4 5 . 1x4 C 8 C18 080 0-0-0 1-0-0 2.0-0 Loading General m Smmrary Deflwfim L (loc) Allowed Lmd (pd) B%OD&: MCTDI7/ 7C: =;,3) wm- okw LIM (4-5) L/180 TCEL: 7D 781-=4 Be: 0110.1) I WIL: I Gulp L/999 (4-3) L/7A0 7UL: 7 R pMb l-m: Y. Vie: a0704 C.1/�il.: amb 9./999 (1-1) 2L/m BOLL: 0 IICL: W% OoNCEM.L: 0u 3L/999 0-1) 7L/17D 1 8a C..*M-W 3DOn ffim -am 1 ISu - 3DOu 811x -04b d41a 1 L5u Mi. 35h, -301. -271. wry Bracing -many 3N31w Tca-. qx �m6olQUalo®t63-0REdz�b�mm 3)fa2W BcBmdw bLmw.lkvEm1004Bdodqpbymec Loads Forces am.mry 70bkudmtsMmbclD,=wC(mamddfmq(mmcm�s`aia8avt6mm¢mifa� C am :M! t- 0D99 -7s6s f am Obi 11 0114 ON (-191s) i am 219ba (-m5b) tnM ODmections .�BYQflffrj' C..dM— CnN4s71us oxsRaC63 A4% a en 7r11-0 45de Ndm 'Al, 01, 30E9 0b PE 76051 -O ATE t `.:. •,: ,, � r Vk1sm: 2DI613.3 rBdd 10] Mat v,jd Lhtabm vemsim: 1Mfi5 lddbhl�2590 SOUTHERN R11S5 .COMPANIES Southern Truss Compmies, Inc. N. � ' �� Fat Pierce, F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax ,�: "" Nme: 18i3A4 Tr ss Dasig=: ft III: 9MO19 92827AM Page: 1 d 1 Span Pkh Qty CHI, CHR CANEL CANER PLIES S111cirg MT/PLY 1-0-0 5/12 2 DW ON OW 000 1 24m 41ts F 1� 12 5F— d 2 1.51a� 1� �I 5 3 1.5x3 1 4 0-0-0 0-0-0 0.4-01�0' adaig General CSI Stimffnmry Deflection L/ (loc) Allowed L�d(pat) B*C.&: MC2017/ TC: ODS(I-2) Vhm Ou LIM 5 LIM TCI.L: m 1P31-2D14 W: O02" V&L: Ou L1999 5 UM TCCL: 7 Rlpmbrlw : Y. Nib: 050(1-5) H-M. Ob 2 BQ.L: 0 nOL.: 125% UWIbd-x- 20 3 8WI 2 ERo, Mattel' TC BC V06c Loads 1 15b 300b 1 15b 3DOu IOis dm -31v 291. Bracing I%uzr -J TCSai�g A-6 -R &-&3-0, kd.4plyCh- BCB,.gF �e�edarAelmel0-0QAdnd�byOS¢a Member Forces Slmm 7WIAd�WMms:lllmacM (m 5o aiaHa�mac®iraad Tn l i-2 a¢ts -321e I i BC 3d 0018 of. 4-0 ODIS 44b. (.36s) Vies 1.5 WOO 3Yb m CST— C-fkRT— Cnsb4cffie AMb TM 3A C% 2-I3-0 3154g dtr -xm obs d i N-\GE1V`S4Z,�r ��a i PE 76051 i - r � YA1! p ,S/pNA i - Southern Truss Companies, Inc. Teas: A � SOUTHERN N. kin 1� 2590 N p ghway Pr*ctl�me: 1833DA TrtwDesigler: dhD TRUSS Fort Met=, F134951 DatE: W=18 92&28AM C"D This COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 Vk-scr2016.11.3(Md10] MawrialD36bawver>im 156 Spat1 Pitch Qty CEIL C€R CANf L CAM PLIES spa ft wGTMY 4-0-0 5/12 11 ON ow 1-00 Ow 1 24a1 12h I 4-0-0 1-4-0 2-M 14.0 I 4: -0 lx41 D3G D6 C,JB CJB 1.4 2-" 1-4.0-0 4-0-0 Loading Geieral CR amanary Deflection L (loc) Mowed Lmd (W) B%M&: H C2017/ TC: Mno-3D W aL On L/999 L/130 TCLL 20 TISI•]M BC: 1 DamV&M: 1 Obl@ L/999 (4-3) L/M Tom.; 7 Rq,)Abral Y. Wh: D.M(1.3) C.Vclrm: 001b 2L/999 (1.1) 2L/IM BCM: 0 DCL: Vj% 4mNCEIL7.: Ob 2L/999 (1-1)2L/120 BCCL' 10 M-M Oh 3 PftV,& (19.1*3A) (2003.1390) (5143 k%) _ Reactidn Smrmaig 3r TSve BigComha BMWs Mehbl Rad88596h MaxBma Ma Gi upf@ M.WadUpM LWIW M.B. 5 pb(" I Sb Cma&ma mp 300b 22.71n - •71h -71ba 176h 4 138d(r—) 1 156 - 300h 41h - ok. 3 a0d(rI_* II Lsb - Mil Oh -67h -671. al. �� •8PKBCr TC WI3)iAW TCB,.* 9imhdaPwf d63AP,&d.�pb/Ch. BC W(ASCL2013�2c1 Nab, �9?(ArSLE2o12)EW BCCB.;& �®hdaBda.WUj kd*.byCb- Amber Forces Smmalry mrrbd kdd=bw lmes�� ( r aaa ma Odra a TC 1.2 0312 4821. 2.3 OJ31 -60h� BC 4-5 am ob. 5.1 0081 176ba -32b. wa. 2.3 Q301 3181. 068" ThM,to-truss animflons Summary ID CMUMM OersgeTn® C-moffid AVb TT4 1 A CS a&u 45 -- TTTo A D33 5-7d 90ae \�oWlIlloo i PE 76051 S AT �OR1OA������� 1ONAL ENG 0/fill Southern Muss Companies, Inc. 1833DA SOUTHEIFiN 2590N.kingalgh Y Pr*dlbme: T=Das xr. � . .. "TRUSS Fort Pierce, F134951 Date: 9/MIS 928.29AM compmMtscilitcm— TInm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 10f I Vxsic 12017.7.1 PvW] W=WDaWmeverskrr 1565 Span pitch Qly CUL CHR CANU CANER PLIES SP3ciT Vi=Y 640 5/12 8 000 0M 1-00 0-00 I ?Ain ISlls 6-M -- - J 1-4-0 4-8-0 14-0 i 6-0-0 a 5 1X5I e CJB 0-0-0 0-0-0 14-0 4.8-0 1}0 6-0-0 Loading General CSI S =Mq Deflection L/ (hoc) Allowed Lied 64 lftOA: EBC2I17/ M OM(2.3) VACiC 004b Lim 0-3) LAM TQb: 20 M1.2014 BC: =(3.1) vaL: OOlb L/M (E-3) LrX0 TCM: 7 BtpMbrb— 7B Vl>b: O16R4 O.WCUM: 0wk 2L/303 (1-1) 2LIM BQ.L: 0 noL: 17.5% OmN�7.: 002btP 2L/999 .(1.1) IL1120 BC.: 10 SaCR OOib 3 A�gk (13.142.3p) . (200)-990) (33-0$d,90) Pxach0n .S! IIIIIIv" H' 7dpe BAo h. ftvh& Maid It4dHxtVBh M .P..d M.Cka p@ M.V&dlb@ hft-u* . M.Hz 3 F.(VO I eb cm bm-w 30ob 2921. - Alb -911. 223be 4 HP lM* 1 ISb - Mi. 821. - 3 Wag—) 15b - 3LOb 126in -116bc -116b 0b Matt """�•""J lira®g a,,,�,,,,, &mmiar TC jSPW-AMW13)42bA TCBmm& &mbdi.P i i63*Xb&tkpby0b- BC SP(AL9CSW13)R2W BCBmtb& l:LafidQl4doset1080,Acinde�b,�ea Ntb �(AL3C64012)032a Member Form S mm=7 7 U.&W 24m�.Ek n cCV4,m®vmq(o¢m�Cprvd B%mSmms®ISo� TC (1-2 0191 w=b (2.3 OA56 -B11! BC 43 0284 Ob.Sl 0316 223b (d8b) VIA 2d 0136 491b (•271b) 1Y ustio-tress c mxctioffi wry ID Gtcn{Lw C-Yi tT— Qsbcae AAb r>3 16 CB 3614 43dg fi�..<.'�'3%th'�,.�£'as:si'.1�.'."r�v�;isYr�'�3"is�". r. i PE 76051 i ZZ TT, c.^-- c. 1 f S/OfVP,L �II1I ill\\ JI d " 4 Southern Truss Companies, Inc. Truss: J8 z ; SOUTHERN 2590N. kin &9 ��Y PrcjedMme: 1833DA TruzDmi =: cDr `MUSS Fort Pierce, F134951 Date: 9/L?/2D18 -WA 29AM canpMutsom =17 Thm CDAMMNIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 1 d2 N46= 2017.7.1 PuUd2] 4 Matuial Ta6bm vepsim: 1565 Span Pith Qy CHL CHR CANM CANER PIM Spacug WGTIMY 8.0-0 5112 34 000 000 1.00 000 1 Ail 7Arx r e-0-0 1�0 6&0 a 5 lX5I A11DG &0-0 ,-0 o s-" Loading General (,%=nary Deflection IJ (loc) Aliowed Lmd (pEt) B%M&: HEM17/ TC: 0MCM) W1C81 018u L/403 (4.5) L/180 TOLL: 2D MI-0034 BC: DM(5-1) W IL: nob L/999 (4-3) LW TCOL: 7 RgMb b—: Y. VPm: 02104 C.VCEM: 01 UP 2L/M (1.1) 2L/IW BCLL: 0 ROL: 20" C.VCW .: MAR Sam (1.1) 2LIM 3 Ro(N69 1 un CIDa Nm..y SWn "D9 -llan0 4 8F 1(II—) I L5u - M. Inn. - 3 ERQIT* I L5h ON, ]ffiks - -162ke Material ) S )many Bracing - nlnlary TC SPKSM-2DI3)02204 7M bg fmW.R k d6 ARdndmjpb/Okea BC 1Ppllsouol3pr22.4 BLBmmg �he6a•Rdmmt1o64R.6d�krUea Va. (A AX 012)932c4 Loads Stnrmary 1)Tkknahmk®d eeB &ftIOpolftdimdicked*&dk 2)Tbka®hmkmd�ldfa6edCa9dxudbadn®imv�A9CE/-lou�6efakmig¢addndiy� I®mpBkJFdD6�m7RP�L�.114 rnmwoft4?l3aJs-54MB dZ—TW jNfficm ,.bmmiJ,ainQrlm.cca®w,b4a 3)Mn®r�e�chadggntm�¢x6IDCLbk1W 71k�altmgpfel Alembpr Forces ftmary mkkd�Mmd m%mscsr�mod c �rmmcraa m�.mr� Ols -162kc Ob. PE 76051 -a ` S. ATE /�Ss1ONPL LNG ��\\ Southern Truss Companies, Inc. Truss: J8 30UTHEIA,N 2590 N. kin H► i Y PrcjectName: Tr=De*w. 1s33-DA cUm � Pierce, Fl 951 Date-: v2�3oaM Tnffi CCtMP13L411ES (800) 232-0509 7OG 72) 464-4160 772 318-0016 FaK ( ) ( ) per: 2cf2 Vies 2017.7.1 P MU] Material Database ve[sim: 1565 SPn Pitch Qty CFM cia CANf L CAM PLIES Spacug WGT/FLY soo 5/12 34 ON 000 I-N ON 1 24in 24N F � PE 76051 Lo -�v STATE / '` Q ��ORtp'.'�� /���aNAL�NG �\\ fillt