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HomeMy WebLinkAboutTRUSS PAPERWORKSOUTHERN TRUSS COMPANIES, INC. S O U T H E R N RANDY@SOUTHERNTRUSS.COM TRUSS 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 4 COM PAN I ES (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: PrQj'ect Name and Address:_ Oakland Lakes Occupancy: X Single -Family Lot: AA Block: County: Saint Lucie Multi -Family Truss Company: Southern Truss Companies, Inc. Commercial Engineering Pro - 1 Truss En i� g Program: Mitek Engineering , Plates By: :Mitek Plates Contracto / Builder: Ryan Homes Model: 1452 Elevation: A Options: 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 Top chord live load: 20 P.S.F. Top chord live load: --- P.S.F. Design criteria: ASCE 7-10: 160 NTH chord dead load:-j_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. This is an index sheet submitted in accordance with the Department of Professional Engineering. Tallahassee, FL. Engineering sheets are photocopies of the original design and approved by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 Al I 21 73 41 61 81 96 2 A2 22 J4 42 62 82 97 3 A3 23 1 75 43 63 83 98 4 A4 24 J58 44 64 84' 99 5 A5 25 76 45 65 85 100 6 A6 ! 26 77 46 66 86 101 7 A7 i 27 MV2 47 67 87 102 8 A8 28 Mv4 48 68 88 1 103 9 A8G 29 MV6 49 69 89 104 10 B1 30 50 70 90 105 11 B2 31 51 71 91 106 12 133 32 52 72 92 107 13 B4G 33 53 73 1 93 1 1108 14 Cl 34 54 74 94 09 15 C2 35 55 75 95 10 16 C3G i 36 1 56 76 17 CJ6 37 57 77 18 C77 38 58 78 19 71 39 59 79 r 20 72 1 40 1 60 1 80 As witness by my seal, I hearby certify that the above information is true and correct to the best of my knowledge and belief. Name: Brian M. Bleakly Lic. #76051 - - �o.iA ,`P._., FIL C00VE - .� i TYPICAL DETAIL (�D, COR.NER. - 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.L.Factor=1.00) nds itoe nails only have 0.83 of @ up TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. I 12 , 7 0 9-9-5 CORNER JACK GIRDER I use 2-16d toe nail TC & BC. Typical jack 45" attachment J J3 I J5 H7 (HIP GI 17 use 3-16d `, toe nail ® TC TYPICAL CORNER LAYOUT & 2-16d P_I Typical Hip —jack' attachment CHORD HANGERS FASTEN EFR GIRDER JACK J1I J3 10 HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - - - - -- 2-16dnails --- -- J5 TO HIP JACK GIRDER • TC - - - - - -- 2-16dnails ----- BC - - - - - -- 2-16dnails - ---- J7; TO HIP GIRDER ------------------------------------------------------BC---------_-- TC - - - - - -- 3-16dnails ----- =-=--=--�----2-�16d-nails------_-- ---- HIP JACK GIRDER (CJ7) TO HIP GIRDER TC - - - - - - - 3-16d nails - - - - - BC - - - - - - - 2-16d nails - - - - - MINIMUM GRADE OF LUMBER LOADING (PSF) • INCR.: 00% FBC2017 T.C. 2x4 SYP 2 L D B.C. 2x4 SYP 2 TOP 20 WEBS 2x4 SYP No. 3 BOTTOM OD 10 SPACING 24" O.C. I I SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, z')COMPANIES (800)z-0509 (�264 14160 http://www.southemtrus com Fax:(772)31 B-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL G CORNER - HIP NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. (Z) UP TO 265# = 2-16d NAILS REQ'D. 132.5# per Nail (D.O.L.Factor=1.25) B UP TO 394# = 3-16d NAILS REQ'D. nds toe nails only have 0.83 of lateral Resistance Value. I- 1.5 OVER 12 & �OA _OA _OA A 1O J1 A I U 1O 0 I u �0 n n n n u u ii J3 ,- in -��use 2-16d H5 (HIP GIRDER)� A I A A O O 5-0-0 toe nail ® `ETC �O HIP GIRDER I 12 OVER 0�'---' 'G'• - - - - — - -� - Typical jack 45' � use 3-16d `. 11 OA attachment TYPICAL CORNER LAYOUT toe nail ® TC�\ & 2-16d @ _BC:,� ` `11 7-0. 14 CORNER JACK GIRDER i Typical Hip -jack' attachment FASTEN ER CHORD HANGERS GIRDER JACK TC - - - - - - - 2-16d nails J1-J3 TO HIP JACK GIRDER BC - - - - _ - - 2-16d nails - - - - - TC - - - - - - - 2-16d nails - - - - - J5I TO HIP JACK GIRDER BC - - - - - - - 2-16d nails - - - - - TC - - - - - - - 3-16d nails - - - - - - - --------------- --2 1-6d-nails- -------------�-- - --- - - 3-16d nails HIP JACK GIRDER (CJ5) TO HIP GIRDER BC _ _ _ _ _ _ _ 2-16d nails - - - - - MINIMUM GRADE OF LUMBER LOADING (PSF) STIR. INCR.: 25% FBC2017 T.C. 2x4 SYP #2 L D B.C. 2x4 SYP #2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM OD 10 SPACING 24" O.C. SOUTHERN TRUSS Fort Pierce Division 2590 N. Kings Highway, Fort FL 3495 COMPANIES (800)232-01509 erce, (772) 6414160 http://www.southenitruss.c6m Fax:(772)318-0016 Brick M. Bleakly Struct Eng #75051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 y tu ic 4 N 132 ",is product Is preferable to similar Connedars because of a) easierinsfalla0an, h) higher loads, e) lower installed cast, Ora Combination of these features. �-•-•'• Ail hangers in this series have double shear nailing - an innovation that distributes the [Dad through two points on each joist nail for greater strength'. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double shear hangers range from the light rapacity LUS hangers to the Highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load rapacity and bearing than the LUS. MATERIAL: See tables below and on page 133. FINISH- Galvanized. Some products available in stainless steel or ZMAX® coating; see Corrosion Information, page 18-19. INSTALLATION • Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. • Not designed for welded or nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified. • HUS hangers available with the header flanges turned in for 2-2x (3'/a) and 4x only, with no load reduction. See HUSC Concealed flange illustration. - Concealed flanges are not available for HGUS and HHUS. • See Hanger Options, pages 200-202, for sloped and/or skewed HHUS models. • Other sizes available; consult your Simpson Strong -Tie representative. CODES: See page 20 for Code Reference Key Chart These products am available wtt6 additional corrosion protection. Additional products on this page may also be available with this opffan, check with Simpson Strong -Tie for deWk '' 7hese products are approved for urshallaft with Me Strang -Drive SD Structural - Connector screw. Seepage 30 for the coned substitution and SD screw shr. Model No. � Min. Heel Heigh Ga Dimensions Fasteners W H ti Carrying Member Carried Member SINGLE2xSIZES WS24 23S 18 uric 4'b 1% 4-10d 210d WS26 4'/ 13Sc 4'/. IV, 4-10d 4-10d MU526 4^/�c 18 145c 53Sc 2 6-10d 6-10d HUS26 V. 16 13S Sit 3 14-16d 6-16d HGU526 4-Ms 12 1% 53i 5 20-16d 8-16d r S 1.See table on page 133 for allowable 1i 6HHUS210-2 (rruss Designer to provide fastener quanta for connecting mu/hole members together) 6MUS28 StrongTie HUSC Concealed Flanges (notavailable for HHUS, HGUS and HUS2x) th tieaucea Heel Height Double - Double Shear - - Dome Double Shear Shear Nailing a Nailing Side View Nailing Side View (available on NView bend not o� some models) Top --- -bend tat --- ---US_Patent 5,603,580— Model _F;�DF1111owableluads.. �.=u SP Allowable Loads SPF/HFADowahleLoads No. - - - -h Upli = door- ginow _=Aoot{� {a6:.12_ _zj160)_ - :t.= r. - _. =wind_ - Upldi' (160) Floor ' (100) Snow (115) Rool (125) Wind (160) Upfdt' (160) floor (100) Snow (115) Root (125) Wind (160) Code Ref- SINGLE2x SAES WS24 490 670 765 825 1 1045 490 725 830 895 1135 420 575 655 705 895 LUS26 1165 865 990 1070 1355 1165 940 .1075 1165 1475 1005 740 845 915 1160 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265, 1370 1570 (7 F6•L17 HUS26 -- _7550 --- t 2 i2Qt; , _ 535 3335= 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS2665 �9360F4885`7.O. a5390 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 17, L17 LUS28.L`-: 25Y 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 HUS28 2000 3965 4120 4220 4335 2000 3790 3960 4070 4335 1720 2905 3D35 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 I7,L17 LUS T55p �'3D9ti1 1165 1445 1660 1795 2270 1005 1145 1305 1415 1745 HU5210 FDQO- '=42445 e;45T5:;D2D -- 3000 4105 4310 4450 4930 2580 3150 3315 3425 3815 L77 Note: For dimensions and fastener bdomiation, see table above. See table footnotes an page 133. } a y 0 U - 7hese products are available with additional corrosion protection. Additional products on P" These products are appmved farkstallaffon with the Strong -Drive SD Sbvctrrral_ this page may also be available with this option, check with Simpson Strong -Tie for details Connector screw. Seepage 30 forthe correct substitution and SD scow sae. Min. Dimensions Fasteners ,.�.,-r±_•�,� raj-+ri t_ ._i•v":a:;� �.:••• DF%SPADowahlelnads'=' _=`. .,.::..�__'.._•.•vr•.�.•- SPF/HFAllowableLoads Model Heel Height Ga W H g Carrying Member Carried Member:(16nj;;rjlD r.�s llpllfll;'_Floor::now•:-Root• d . _:['sr1,r.1::Ng. .Wind Uplift' (1fi0) Floor (100) Snow (115) Roo( (125) Wind (160) Rei. DOUBLE2x SIZES LUS24-2 2% 18 31/ 31A 2 4 16d 2-16d 440 B00 910 985 1250 380 680 780 845 1070 ` LU526-2 V. 18 3�/� 4�b 2 416d 4-16d YD3B= j8_D r 280 - V- Ot, 1000 880 1010 1090 1385 17,, F6, L17 HHUS26-2 4% 14 3s/ic 5% 3 14-16d 6-16d 1` ;�2785 3.155E 3 O5 -`-0265 1335 2390 2710 2925 3655 HGUS26-2 4%c 12 No 57As 4 2015d B-16d _ 15 1855 3750 4200 4500 4795 17, L17 1 LUS2B-2 - 4%. 18 3'% 7 2 6-16d 4 16d 1165 1315 1500 1625 2060 1000• 1125 1285 1390 1765 F HHUS2B-2 6'/,s 14 3% 7/ 3 2216d B-16d 2000 4210 4770 5140 6440 1720 .3615 4095 4415 5375 !% F6, L17 HGUS2B-2 6%6 12 Vs 7Yic 4 36-16d 1216d 3235 7460 7460 7460 746D 2785 6415 6415 6415 6415 17, L17 1 LUS210-2 1 HHUS21D-2 V, .8% 18 14 d51s 9 8 i 2 3 8-16d 30-15d 6-16d 10-16d $7745`.;• '400Q- y83 =3_635_�=6390�.�6880' 090y : 2255 _ �_ 0 , 7165 1500 3525 1565 4635 7785 5270 7935 5380 2455 5765 17, F6, L17 HGUS210-2 "894s 12 9Vs 4 46-15d 16-16d E.4095a pro .: rig • 9100== ]00.r 3525 7465 7730 7825 7825 17, L17 TRIPLEWIZES HGUS26-3 4% 12141%1 BE 4 1 21-16d I 8-16d 2155 1 4355 4875 1 5230 1 5575 1855 3750 4200 4500 4795. HGUS28-3 M5 12141%.1 T/ 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 HGUS210-3 P%a, 12 4 %. 91% 4 46-16d 1646d -14095 +__ = 0 ~9600 _9�D,0;., 4410U �9100: 3525 7825 7825 7825 7825 R, L17 HGUS212 3 101A 12 4% 10% 4 56-16d 20-16d 5045 9500 - 9609 9600 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4% 1235 4 66-16d 22 16d 5515 10100 10100 10100 10100 4745 8585 8685 8685 8685 0UADRUPLE2s SIZES HGUS26-4 5'k 1 121 6M. 5-A. 4 20-15d B-16d :_•,�-�'435 '.: =�7.5_ r5230 � ``_ 575`r; 1855 3750 4200 4500 4795 HGU528-4 T/ 72 6'fic 735c 4 3616d 12-i6d235z46= =9604ba_ _46A _ 2785 6415 6415 6415 6415 A, L17 HGUS210-4 9'/ 12 61ia 9i4c 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17, F6, L17 HGUS212-4 1034 12 6�ic 10'h 4 56-16d 2016d ;�045�=s 9600= - � �600- 9fi00- P_J= �q�00;� .4335 8255 8255 8255 8255 HGUS214-4 12% 12 Vs IN 4 66-16d 2216d 5515 701b0= O1D0° 01Da_-d0].09; 4745 8685 8685 8685 B6H5 17 L17 4x SIZES LUS46 4% 18 35Sc 4Y, 2 416d 4-16d 1 1165 1030 1180 ' 1280 1625 1000 880 1010 1090 1385 17, F6, L17 HGUS46 Vs 12 3% 47As 4 20-16d 8-16d 2155 4355 4875 5230 SS75 1855 3750 4200 4500 4795 17, L17 HHUS46 4% 14 3% 5Y% 3 '14-16d 6-16d 1550 2790 3160 3410 4265 1335 2390, 2710 2925 3665 LUS48 436 18 3'/w 6% 2 616d 416d t1165 375=15U ._ �7625g _2060 `, 1000 1125 1285 1390 1765 HUS48• N 14 Viis 7 2 616d 6-16d 55[1�,.�595- B13 :'@560= W470� 1550 1365 1555 1680 2115 - n L77 HHUS48 61k 1 14 3% 71/ 3 1 2216d 8-16d ".2D7�0� O5c' -077Q.. �15��' e8440: 1720 3615 4095 .4415 5535 HGUS48 67fis 12 33: 7Y,s 4 3616d 12-16d 5a46t=A6[#460�7A60_? •= •- 2785 6415, 6415 6415 6415 f7, L17 LUS410 61/ 18 35Ss BY, 2 8-16d 6 16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 -HHUS410 -- -B%-- '14 --3%- --9.- 3- 30-16d- -1016d- -3745` `5640 - - 6385- �-6890-" -7165- -3440 " 483S- -5480 3910 -6165 n E6,.L17._ _ HGUS410 834c 12 3% 9 4 46-16d 16-16d 4095 9100 9100 9100 1 9100 3525 7825 7825 7825 7825 HGUS412 10'/s • 12 3% 1034s 4 56-16d 2D-16d r�045� �6__ g OI -�960fY 5600 ; 4335 8255 8255 8255 8255 17, L17 HGUS414 1% 12 3% 127As 4 66-15d 2216d `��575�k9m0:= 1111U0�% 1010Q� 4745 8685 8685 8685 8685 1. Uplift loads have been Increased 60% for wind or earthquake loading with no further increase allowed. For normal loading app8cardons such as cantilever construction refer to Simpson Strong -Tie® Connector Selector"sof ware or conservatively divide the uplift load by I.S. 2 Wind (160) is a download rating. 3. Minimum heel height shown is required to achieve full table loads. For less than minimum heel height, see technical bulletin T-REDHEEL (see page 215 for details). 4. Tnus chord cross -grain tension may limit allowable loads Referto technical bulletins 7 ANSI[PISPF, T ANSrrPISP and T-ANSITPIDF for allowable loads that Consider ANSUTPI 1-2DD7 wood member design criteria (see page213 fordetails� 5. Loads shown are based on minimum of 2-ply 2x carrying member. With 3x carrying members, use 16dx2W nails into the header and 16d commons Into the joist with no load reduction. With single 2x carrying members, use 10dx1')T nails Into the header and 10d commons fmto the joist, and reduce the load to 0.64 at the table value. 6 HAIL.S:16d = 0.167 dia. x 31R long. See page 24-25 for other nail saes and infarrnation. ■ 133 Engineered Wood & Structural composite 4 C SIMPSON StrorigTie Actual Dimensions Fasteners Allowable Loads Joist Model No. Ga Mau/ Code OF/SP Species Header . SPF/HF Species Header Size W H B Max Face Joist net. Uplift Fiaor Snow Roof Floor Snow Roof (160) (100) (115j (125) (100) (115) (125) HU416/HUC416 14 3�;s 13% 2'% Min 20-16d 8-10d 1515 12975-1 3360 3610 2565 2695 3110 3%s 13-4 2% Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 19, L12, FB 3116 x 18 HGUS412 HGUS414 12 3% 1034s 4 — 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 C v HUC0412-SDS 3% 1234s 4 — 14 6616d 2216d 5515I 10100 10100 10100 8685 8685 8685 19, F23 C Ws 11 3 — 5'% 51% 2'% Min 14 SDS'/,'x214' 6-SDS'/'x2'k' 2510 5460 5560 5560 3930 4D00 4000 fi , ,I 5/ HU68/HUC68 14 10-16d 4-16d 900 1490 1680 1805 1280 1445 1555 �0 x 7/, 5'/ 5'i4s 2'/ Max 14-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 19, L12 F6 HGU55.50/8 12 5Y1 6' s 4 — 36-16d 12-16d 3235 7460 7460 1460 6415 6415 6415 19 E HU610/HUC610 5%7§% 2'/ Min 14-i6d 616d 1345 2085 2350 2530 1795 2D25 2180 HHUS5.50/10 5% 7% 2'/ Max 14 5h ' 18-16d 8-16d 1795 2680 302D 3250 2305 2605 2800 19, L12, F8 O �5'/, 9 9/, - 1� HUCQ610 SDS 9 — 3 5'fe 9 30-i6d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS5.50/10 3 — 12' 12 SDS'/,'x2'fi' 6-SDS Y4WW 2520 4680 5380 5715 3370 3875 4115 19, F23 5'% 8'44s 4 — 46-46d 1616d 4095 9100 9100 9100 7825 7825 7825 HU612/HUC612 5'/ 9Ys 27/ Min 1616d 616d 1345 2380 2685 289Q 2D5D 2315 2490 i 5% x HHUS5.5t/10 14 5'% 9% 21 Max 5'/z 22-16d 8-16d i795 3275 3695 3970 2820 3180 3425 19, L12, F8 11Y.-11Ys HUCQ612-SDS 9 3 — 534 ii 3 30-16d 1D-16d 3735 5635 6380 6880 4835 5480 5910 y HGUS5.50/12 — 14 SDS Y,-x2YZ' 12 5'/ 1014 6-SDS Y.'x2'f' 2520 5315 5315 5315 3825 3825 3825 19, F23 4 — 56-16d 213-16d 5045 9600 9600 9600 8255 8255 8255 a HU616/HUC616 5'% 121/i6 2'% Min 20-16d 816d 1795 2975 3360 3610 2565 2895 3110 c SL 5'/ x 14 HHUS5.50/10 5% 121% 2% Max 14 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 19, L12 F8 HUCQ612 SDS 5% 9 3 — 534 11 3 — 14-SDS 30-16d 10-16d 3735 5635 6380 16880 4835 5480 5910 411 HGUS5.50/14 Y'x2'/' 6-SDS'/,'x2'/z' 2520 5315 5315 5315 3825 3825 3825 12 5Yz 12Yz 4 19, F23 'r — 6616d 2216d 5515 101D0 101D0 10100 8685 8685 8685 � - HU616/HU0616 514 12'Ys 2'/ Min 20i6d 8-16d 1795 2975 3360 3610 2565 2895 3110 YC 5'/, x 16 HHUS5.50/10 5'/ 12"tis 2'/ Max 14 26-16d 1216d 2695 3870 .4365 4695 3330 3760 4045 19, L12, F8 HUCQ612-SDS 5'/ 9 3 — 5'/ 11 30-16d 10-16d 3735 5635 6380 6886 4835 5480 59t0 HGUS5.50/14 3 — 14-SDS Y,XL'/' 6-SDS'/'x2'/' 12 5'/ 12% 4 2520 5315 5315 5315 3825 3825 3825 19, F23 — 66-16d 2216d 5515 10100 10100 10100 8685 8685 8685 HU616/HUC616 5% 121346 2'/ Min 2D-16d 816d 1795 2975 3360 3610 2565 2895 3110 5'/,x18 HHUS5.50/10 5'/ 121149 2'/ Max 14 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 HU00612-SDS 5'% 9 3 — 5% ' 11 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS5.50/14 3 — 14-SDS'/'x2'/' 6 SDS'/,'x2'/' 12 5'% 12'/ 4 2520 5315 5315 5315 3825 3825 3825 19, F23 HU410-2/ — 7% 9% 2'/ Min 66 i6d 2216d 5515 10100 10100 10100 8685 8685 8685 1 7x HUC41D-2 14 7% 9% 2% Max 14-16d 6 16d 1345 2085 2350 2530 1795 2025 2180 9'/'9% HHUS7.25/10 7Y4 18g6d 8-16d 1795, 2680 3020 3250 2305 2605 2800 19, L12 F8 HGUS7.25/10 9 3-Ma — 12 7'/, 8% 3D-16d 10-16d 3735 5635 6380 6880 4835 5480 591D ---- -- 4 _ 4fr16d 1616d---- -4095--9100---9100- -91D0 - -7825- HU412-21 7x HUC412-2 T/ 11'% 2'/ Min 14 16-16d 6-16d 1345 2380 2685 2890 2050 2315 2490 11Y,-11Ys JHHUS7.25/10 7Ye 11'% 2% Max 7% 2216d 8-16d 1795 1 3275 1 3695 3970 2820 3180 3425 19, L12, FB �HGUS7.25/12 9 3is — 12 T/, 10% 4 30-16d 10-16d 3735 5635 6380 58B0 4835 5480 5910 IHU414-2/ — 7% 13% 56-16d 20-16d 5045 9600 19600 9600 8255 8255 8255 19, F23 HUC414-2 2'% Min 14 7'/ 13 % 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 7 x 14 NHUS725/10 2'/ Max 7% 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 19, L12, FB HGUSZ25114 9 Ws — 12 7Y, 12% 4 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HU414-2/ — 71A 13% 2'% Min 66-16d 2116d 22-16d 5515 10100 10100 10100 8685 8685 8685 19, F23 HUC414-2 ' 14 T/ 13% 2% Max 8-16d 1795 2975 3360 36i0 2565 2895 3110 7x16 HHUS725/10 T/, 26-16d 1216d 2695 387D 4365 4695 3330 3760 4045 19, L12, FB HGUS7.25/14 9 3VIs — 12 7'/, 12% 4 3016d 10-16d I3735 5635 6380 6880 4835 5480 5910 HU414-2/ — 71A 13% 66-16d 22-16d 6515 10100 10100 10100 8685 8685 8685 19, F23 F UC414-2 2'/ Min 20-16d 14 7'/ 13% 2'/ Max 8-16d 1795 2975 3360 3610 2565 2895 3110 7 x 18 F1HUS7.25/10 26-16d 12-16d 2695 3870 4365 4695 3330 19, L12, F8 3760 4045 1�GUS7.25/14 12 T/, 9 334s — 3016d 10-i6d T/ 12Ys 4 3735 5635 6380 6880 4835 5480 5910 , 7x14 to 30 For — 66-16d 22-16d additional hangers see HGU/HHGU on page 107. 5515 1D100 10100 10100 8685 8685 8685 19, F23 See footnotes ai page 105. a MINIMUM GRADE OF LUMBER c, Top Chard 2x4 SYP #2 SPF #1/#2 or halter Butt Chord 2x3(+) OR 20 SP #2N OR SPF #1/#2 or bet(er Webq 2x4 SYP #3 or buUer (•) -W MAY BE RIPPED FROM A 2x5. (PITCHED OR SQUARE) AITACH EACH VALLEY TO EVERY SUPPORTING TRUSS. WITHI j (2) 10d BOX (0.1.31r x 3.0 NwlS 70E—NAILED FOR FDO 2001. ASCE 7-10 � PH WIND. W.._ MEAN HEIOHI; ENCLOSED BUILDING, 1 EXP. 0. RESIOENCIAI., WIND TO DL-B PSF. CVr FROM 2x6 OR I/IROER AS REQUIRED 1 „1 ^is ,i_.. . I e 20'--0" t SUPPORTING TRUSSES AT 24" 6'—O"Max MAXIMUN SPACING, Fort oTRUSS B2COMPANIES (B00)3Fax hll�,//�garvU.mL�,r+m, UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY ix4 'T"-BRACE, 60R LENGTH OF WE(R, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER • ATTACHED EQUALLY BOX FUR VERTCAALL VALLEEY WEBS OR THAN 7 -NUEUS g'- BttACINO, MAXIMUM VALLEY VERTICAL HEIGHT MY NOT EXCEED 12'-0", TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WRHI II'ROPEIIIY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTAU171DN OR OwumS AT 24" CO. OR AS OTAERYMF— SPECIFIED ON EHOINEERS' SEALED DESIGN aY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON ENGINEERS' SEALED -DESIGN. (gt#)NOTr MTH ,THE PURUN SPACING FOR RRACI G THE TOP CHORD OF THE TRUSS BENEATH THE VALLEY IS MEASURFD ALONG TH. SLOPE OF THE TOP CHORD, (04) LARGEERR EPA S2MAp BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES BOTTOM CHORD MAY BE SQU6RE OR PITCHED Cur AS SHOWN. (2) 12d SOUARE CUr SQUARE CUT (**)TOM NAI Y TrOM CHORD WIR lvsx BOTTOM F RD VALLEY. DPTIONA;I: STUB OPTIONAL HIP `apt""T END VERTICAL JOINT DETAIL 9p� , w C= r ri i r—t Erection bracing It not iho respoasf6fllly of truss designer, plate manufacturer ndr lrm lobricalar, psrei;m mcclingg basses are vvuWned to seek professional adrlce re9ardfng crccllvn bmcing which Is allays required to prevent tappfinq Division and domla*q during ereclion; and permorlent bracing whkh moy be required In 3 Mg hwoy, sF ft applIcallons. Sao'BCSI-01 Summary shoel Commentary and recv en - FL 3. dallmu for hsaft ImlollIng & brocing mdal plate connected wood Irtmm11). 772)464-41 BG Trasses an to be treclsd and IwtenW In fostened In a slrolghl and plumb pwiAvn IB-0016There no shsaN Is applied dhcly to Ihs top chords, they shag bt braced as speclped on the (lust e119e. Trusses shop be handle Idlh remansWe can dudng Irecbn to pml doffm . FRAMINQ Load TO LL 20 20 PSF TO DL 10' 18 PSF BC DL 10 10 PSF 60 LL 00 00 PSF TOTAL LOAD 40 46 PSF DUAlCII01 rxm 1.25 1.25 -bl F—:--ncd IDE=xt�Gk EAN HEIGHT ENC ACSE 7-10 O MPH WIND •SPEtu M 2 2R RAC Group A Group 9 ee Group A OE 2 Group B Group A n L B CE Group B L GrOup A B CE Group 0 Dab a i oa StageIT-3" •N gain goes m a a -1 t" 7 -1 s -3 s —e 1 g —t ' t t —2 12 -11' • r C. 1 z F41 s ^o •'1J V SPF 3 4-11 B -B B-B" 1 HFC. UD STANDARD 4 -2- B -B 8 -8 7 -''B B'-11" -B 10 -10' e_B 11—e 11 -B" 12 ^11" 13 9'-3' B'^11' 7'-'J" 7'-B' B'-3' B -3' 8'-11' 10'-10 1 -B' 12'-11' 13 O B S P• 2 3D 3 -7 3 -B' B -1- B -0" B -3' 5-0- 0 -11- I B -B" B -B" ". u 10 -3" 12 -11' 1 U N DFL 3 -B- B -0' B -0, ; B -7" -7" B'-3, 7 -B' 7 -B B - 00- B -10 12 -0 1 ANDARD 3 -4 4 -3 4 -3 a-10 ' B -B• 7-t1 B —B a-1 g—e- o-a 1x—e tz-g12 t4-0 7 SPF 1 2 s— O B—B " ut— 12-4' 72-F" 14-D 1 51UD 3-0 a_a•7-11' 9-B' g-B• g -2. g —2" O —7 t O —7' 14 N O fi DARD s -g a —2• B -2• e— g" B —1 D a —a 9—e to^2 1a—B- 3—e" 10 1 —3 4 a—e — 7-2-t1 a a a a a � �' 1z —s a —a• 14 —0' ' p c� S P —0• a — —2- . -1 —i- B— • —a• g-s g- 12-8 tz—B• t4-0 fJ ,— DFL sTUD 4—o a—t' 0— a 7— t a —t r a -t I. g-4• 9 —4 10'-10- i 0 —10" t 4 —o• STANDARD s�-10- a —s• 7-4' -3• 7'-7' i B-e' 8-11 10-B' 10-B" 1s-e" 14-0' 14-0• C C SH " e -11 i 8 -B 6 -11 10 -6' 1 D - 313 -6 13 -B' 3 -8" 14 -D" 7 0 F 9TUa +-Z a -11' B -11' 8-11 B -D 17- 0 B -B' 7-�a 10 -B' 10 -B 1a-s 10-e 1a-3 to-3 14—D' 1TAN MD 4-Z B-1 7 -4 7 -11 I B -V 9 -6 0 -B 1 -2 1 J -B 4 -�- ; 4 ya. �E X A S P 1 Z. 4 -e 4 -7 7 -4' 7 -11- B -9' g -B' g -2• 10 10'-B• 10 - 1. 13 -B" 13 -B' 1 14 -0' l7 (� 7 4 -4' 7 -x' 7 -a- -1• i e -9- i B-g• 9-2• tD—e tD-t1• t4l r DFL D 4-4 7-t- B -1 8-t''-a- 0 -B' 10-B 1 -0 12 -0" STANDARD 4 -3 gable II' r b Is, Ir.49 pp�pa,tµ ►tea$ 171TUR 7N le t41.' SOUTHERN TRUSS COMPANIES no. np Bracing Group S salsa ana t�ra( �& G 5 UCE—P E— HEM —FIR 1 -5. t 2 STANDARD i'T�6- 3 STUD 3 8TAN1 DOUOIA9 R—LARCH S75TAnN 3 STUD 3 -7' 2 -0" STANDARD . 4 -0" 1 & Eel lr UMLE 'MUSS DETAIL. NmESI UVE LOAD DEFT un()N DRRTiRIA IS L,/240. CONTINUOUS BEMINO PSP TTo DIEAD L CAD)' GABLE END 9UPPO P LOAD FROM 4'-D" ,L=OKER9 WITH z -a" OvERHANO.OX 12' PLYWOOD OVERHAND. AJITI FDR C((7 •kV BRACE 9PI10E NAII S NAIAT 2" OC. B' EN ZDI�ES AND h DG BETWEEN ZONES. ")ta E.N��)ZONES�AND a' 00. SPACE NAILS ZONES, "L 'HRACING BE A MINIMUM OF BOX OF WEB OAS Pl TE SIZES VERTICAL TWO!NO SPUOE S h-0 1x4 OR 20 LE99RrAN 11'1B•D"' BIrT 2e4 OREATER 11 PEA( 5 UCE AND HE PLATES. D R REFER TO CHART A13OVE FOR MAA WWL-r vcn"I'll ••• cturer nor Inusblu�cator no, enom vrrecill a�rnu88 am ces auulli �od to plate plrufladonal advke ngardlny erection broalnp xhfch to always required to prevent IoppMg and dominaing gdwing eroallom and ppormumnt bracing ehhh may ba required In Fort Pierce Division spacing 9ppocallorm Sol VSh91 Summary sheet Commenlary and recommen- 2590 H. Kings HIghxop, dagone for handMg, tnstamng do bracing mslal plate ammeeied load lnwts (14 MaXimun Total Load 50 PSF Fort Pierce. FL 34gs1 TNnN to be erecied and foelenod in fastened hl a straight and phanb palrTbn (eo0)z3z-080g (772)464_41 Ba xhero na uha911npp la Applied direcl�i IB the lair chords, gley ehan ba at as SPACING AT 24" O.C. Faq:(772)31 a—ODt a spec fled oo the hrrn duelgn. Trusses steal be handlo xilh roocsnablo taro during —FVPiJOff,l Pi MINIMUM GRADE OF LUMBER Top Chard 2x4 SYP #2 or better j Boll Chard 2x4 SYP #2 or better Woba 2x4 SYP #3 or better REFER TO SEALED DESIGN FOR DASHED PLATES• I I SPACE PIGGYBACK VEATICAlS AT V OC MAX. I TOP AND BOTTOM CHORD SPLICES MUST' BE STAGGERED SO THAT 04 SPLICE IS NOT DIRECTLY OVER ANOTHER. ATTACH PURUNS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED. PURLINS j MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURUN SPACIi;IG. THIS �"DEIAIL IS APPLICABLE FOR THE FOLLOWING WIND CONORiONS: , —MPH WIND, 30' MEAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN ROOF, 1 MI. FROM COAST CAT I, EXP C. WIND TO DL-5 PSF, WIND BC DL- PSF 140 MPH WIND. 30' MEAN HG7: REV' a ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF WIND TC DL-5 PSF, WIND BC OL-5 PSF. FRONT FACE (X• MAY BE OFFSET FROM BACK FACE PLATES AS LONGG A9 BOTH FACES ARE SPACED 4' 00 MAX. OPTIONAL SPLICE ER D r j B B B * ATTACH PIGGYBACK WITH SO • ■��. ,,vvv I COMPAmE i WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 10 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND 807. LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" 0/C. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" O/C. 2' Typical e I . I B B I B D—SPLICE I TYPICAL I " COX PLYWOOD WITH 4—#6d NAILS IN EACH BOTH FACES 0 '4'-0" O.C. MAX. JOINT TYPE SPANS UP TO 30' 34' 313' 52' A 2x4 2.5x4 2.5x4 3x5 B 40 5x6 50 5x6 C 1.50 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 Fort Pierce Division 2590 N. Kings Highway, Fort Pterce, FL 34951 (800)232-0508 (77I)464-4160 r V V <= a^ r--s 7 0-1 tz—; Erection bracing is not the responsibility of Isms designer, plate manufacturer nor buss lubricator, persons erecling trustee are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and doadnoing during erection; and Permanent bracing which may be required in specHic applications. See '11CSI-111 Summary sheet Commentary and recommen— dolimm for hmldTmg, indaring & bracing major plate connected wood lnmsei 01) Trusses are to be Heeled and rationed in fastened in a slralght and plumb ponlfon where no shealing is applied direcly to the top chords, they shag be braced as specilied an the buss design. Trusses shag be handle with reasonable core during nurinn In wwnl hmnne. 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. SCAB -BRACE -DETAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T Brace) is impractical. Scab must cover full length of web +1- 6". *" THIS DETAIL IS NOT.APLICABLE WHEN BRACING IS *** REQUIRED AT'1/3•POINT-S OR PBRACE IS'SPECIWED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (WX 0.131") NAILS SPACED 6"'O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. • • MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH=.12'-0" SCAB BRACE 2X4 MINIMUM WEB -SIZE - MINIMUM WEB GRADE OF#3 Nails Section Detail ®F� Scab -Brace \ Web Scab -Brace must be same species grade (or better) as web member. M T-BRACE / I -BRACE DETA1L 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 cc&ert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size. Nail Spacing 1 x4 or 1 x6 10d 8" o.c. !2x4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length -of :T-Brace / 1-Brace. (On Two-Ply's Nail to Both Plies) .. ' I alternate position WEB L T-Brace q \ Web alternate position Nails Web I i Nails I -Brace SPACING _ Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2- 2x3 •or 2x4 1 x4 (*) T-Brace 1 x4 (*) I -Brace 2x6 ix6 (*) T-Brace 2x6 I -Brace I 2x8 12x8 T-Brace 2x81-Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6I-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,,ix4 or U6 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 1 X 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/I Brace Southern Truss Companies, Inc. Truss: Al 2590 N. king; HL0mW kin PrcicaName: 1452-A SOUTHERN.: ThEsDm4mef: dhc ( TM TRUSS. FaPierce,R34951 D&: 517I-M.17PM !It CG,MPPANJES; (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pag: 1a'1 hiasa¢ 20161L3 [Bu1ld 10] Matetial 1558 Span Pitch Qly OHL OHR CANM CANER MIES Spacing WGT/PIY 42-H 5 /12 1 ON 040 1- 0 1-0-0 1 24 in 2141hs 42-" 14-0 5-6-15 6-&3 7-1-14 7-4-14 6Sd 5-Tr15 14-0 6-10-15 1&7-2 z1.0-0 28-4-14 35-1-1 40.8-0 az 5x6 6 12 12 5� �5 3x4 / 3x41 5 7 3x5 / 3x51 4 8 05 3x4 / 3x4 9 glxsi 1x5I 3x5- 10 3x5- 1 1 TI 19 18 17 16 15 14 13 3x4- 4x4- 3x4- 3x4- 4x4- 3x4- 12 4x4 - 4x4 - 0-0-0 0-M 14-0 7-10-6 7-10-6 7-10 6 7-10-0 7-10 6 1d-0 9-2-6 17-0-13 24-11;; 32-9-10 40-SO 42 Loa ft General CSl Bury Deflecdoa U (loc) Allowed Lmd (p5f) BUBCodc iBC2DI4l 7'C:' 083(&7) W L• OL48h L/961 (15-16) L/180 TCL: 20 TRI-2007 DC: 088(18-19) vau. 0.18n L/999 (14-IS) L1240 Tom-: 7 BpMb l-- V[s VAb: OM(3-19) Qua HTL• 001 nip 2L/999 (1-1) 2L/120 BG:L: 0 DOL: 125% QudcRLL* OUP M/999 (11-I2) 2L/I20 B�.: IO H..TL• 0.17h 12 I%cC1Is�(Iirc7(YMgk (I314,7-3A) (2.1414-IX) (3:1-IIA44n) (40-11,1-10,= (5"3.1=) (6M-13p.) (1".-13= (Mllj-1422) (93-IIA-Bj2) (Ik141,4-1y0.) (11312, 3A) (I2:1-12j8p.) (13DQi$0) (14M-OA) (ISDOj Bp.) (160A0 a) (&IJ7 41D) {I8403-8a). (19:1-123&q ReactloII Silii> inn 2f TYM IBmQndn BMWs, mmw . WBMV&h Maxltmd M.G.,Iw Ma MwEbBt MaxibBt MaxAxz 19 lin(VIhI) 1 Sn .Ofms:M—W 3DOh Ij41 bs - .688h 198h 1286s I2 ARd(Rhq 1 h C=WMasmy 3DOh IZ hs - .698bs -BSbs Obs Matenal Spry Braci% SUMMMy 7'C 9'(A1935-2013)t920 TCBmtig 9.d dorAaisw3-1-A%isd.&byGh- BC )2c4*720 BCB�., 9imtdvAaisrtS30,11nfnd�liyOMs 9'(AL9 , b20 jAla&.Suank v I)Mlbt—hasbmi�f.;i.e 68cb10psfbodadudWS.d*A.dba& 2)Th"st�l�bm�dml nlfafedfasaEwidladsnamih�uiiA9�'7- l0vAfxfo6akg�dfmdige IWmphatimat;E)pomreC,TvlyFidsd,—ipBi f O%.y8(I-IDO),QaOBldg ILrs40ft733fth, 3) ftM.E.d'-T..AMd Wl.b tllDCElIL0,22aWdh4ft M�tbmeppmd.0 z %A IX Member Forces Smnmdry TC I-2 2-3 03A �1591s 5.6 O8'32 • 0408 -590bs 6-7 Og;2 � 9-10 a4M -mobs. -2Mhs 10-11 0379 -49bs q*`� GENS �`. 3.5 0.752-27606a 7-9 0.752-27606s \ ,' `\ BC 11-12 0608 473hs (-13SbO IS-16 0.753 lfimbs (dubs) 0608 473hs / \ I2-13 It .194 (t3514 0876 2,515hs (-IJ62bs) 16-I8 0230 2;lWbv (-994bs) ` 4 PE 7 0830 he-995hs) 18.19 0876 151,-1163bs a VI. 2-19 0.147 462hs (-3Ahs) 5-16 0524 -562bs 7-I3 0.131 322hs (489) _ 3-19 0694 ,2, b0. 6-16 om 7006s (-313bs) 9-13 0071 225bs (-I��) 3.18 OD71 2256s (-1256s) 615 Ohm 7006s (313bs) 9-12 OA94-231LSbs .�• S. Ndw nA mstolfam;Cq-,M, Q131 3221. 4 (-SBbs) 7-15, 044 -5626s 10-12 0147 462is (-378hs) � \ �A'� O�• 4 ` sbmmppTeichphthftWmima¢deipwhsasspmTdbytzTa Mamfa \'•• CO, 2) Q9 L�d�m�ianshealmtait(C[R)mpidadebm 3)L!2ddid¢uptftsmmo�sbadmMWFR90dykadig IRAMPONCRCE MAI-WRI-20MSmfm242 •,',j•.� a(s)duanPo ofQRsmabadapady&o=lyhad,=DWIBal=A�Tbratrsaumt)axsand6 malbmmp$ / �'.. �. //V AL III hDI7CEAmpyofdisdm; $vl6efimiidohaedmortaRs.Thrde�ofA'sii3vitelt�hhamimdegna>'nasdmginm6evpkdbyt.T—M—fmamd�apmiramaaq ndomplae�aftieidm�edmstfab fe � BrianMBleakly 1]sgaAvlmlfsdanGS�P�1�iBs9�Y�1'tort¢asssmmpunadegndiwinSai�emscpegasdh"Inpavn[Infmsafm&CcndNtts" �a����N�a�rphefialbe manutioaslbySmpanSt�yg-T�mlincnamdan¢wisE4F27Q.Nmm®rph�ue70gaugSsnl�ftspaifsiphe�ecfabadb7a=lff'vdiii�iidu�an l8 �PhCorS418',wh'mitrntsa}ightr�sl8gas�,phe 9rmErgN7(dSl 2590h1 R R3495I Southem Truss Companies, Inc. Tom- SOUTHERN • : 2590 N kings Highway Pioj(xtName: 1452A Thw. Desigo d3c ' TM 1R4SS: Fort Pierce, F134951 Date: 5r=17 2ao-18PM CORIpw%l Ob rnM ..COMPANIES. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pw: 1 of 1 -:Vcasaa 2016�3 [Bmld 10] MaterWDA*a6wxsi= 15.% Span Pitch Qty OHL Cm CANfL CANrR PLIES Spacing vlar/PLY 42-H 5/12 2 0" ON 140 1-0-0 1 24m 2121hs I 42-0-0 1.4-01 5-6-15 V 5-10-14 3-0-0 510-14 s$4 5-Cr15 1-0-0 1�-0 6 10 15 117-2 19E0 r. 28�-14 35 1-1 40 8 0 42 5x6 HS 18 / 5x6 HS 18 \ 6 7 12 12 5� �5 3x4 / 3x4 \ 5 8 3x5 / 3x5 \ 4 9 3x4 / 3x4 \ 3 0 c 1x51 1x51 I 1 3x5- 1 , 2 T, 20 19 18 17 16 15 14 3x4 - 3x4 - 3x4 - 3x4 - 3x4 - 3x4 - 13 4x4 - 4x4 - 0-0-0 040.0 14-0 7-10-6 7-10-6 _ 7-10-6 7-10-6 1-" 9-2-6 17.0-13 24 113 32-9-10 40 8-0 42 Loading General CSI Spry Deflection u (10c) Allowed Laud (p9) ftCadc FBC2D14/ TC: 0.75(7-8) VnTL. 0.5b L/932 18 L/180 TCLL: 20 / TH 1-W BC: 086(19-20) VnLi- O.18h L/979 (I5-16) LRAO TCM: 7 Rq)Wba Va Rlb: 0.70(3.20) C dCHT1: O0261p 2L/999 (I-1) 2L/12D a=: 0 1OOL:. 125% C sWCHLL• 0h 2L/999 (I.1) 2L/I20 BCM, 10 %ZTL: 0.17n 13 Pbtoflsm(75a7;Yik (111I4a-3A) (2:144-I 0.) (3:1-II/}R,22) (4.11,1-10,U) (504-13;l2) (60-P-12,IS) (76);-IZlll) (.411372) (961,1-102Z) (IPJ-I1,4$,?]a (I Id41,4 M (IT314,2Ap) (13:1-I2,%= (14D038Q) (15041-12A) (164Q7.8,a) (17a0.341p.) (ISOQI-I2A1 (190-0,3.8A) (d21-IZ.180.1 Reaction S1=ary Jf Type 1 BgCoabo Bmwdb MaedD RodBmVJM M.Rmd M-C—LbYl M.VkALbBt M.LbBt M.%"k 20 n I Sn (LaMmM Db 188h119h H if9h -13 testis E986s Ohs Material %tummy Bracing Sun wary 7C SP(VM6-211I3)R22,4 TCBres x 9�mh4=gt6-T.2DOOO BC Sp(ALSOS-M 3)922x4 BCB.&g 5hmtW.P k f5-lAP.Fd*bydna VAm S'(N Loads Spry M 5M12)702c4 ' gThc dbotrndvdk b dpladesdbW& 2-40fffi47334de$dfalxdZ—ThM?4* hamdadorA9�7-IM,O iePokaWdb4dfmlipt 16ort�h>OinaCE�m�eC i'ulyFiabyy,(b6Yd'iP. S��YRO-iDOAQaa1HN8 Iins40Sa4733 $h-(5 3)Mnnaaa•��•:.' $ns*v..� ��-�-Th�,liirmdcd,ma�h+dD(It1EO.00ImeWd648 c9ha®dai¢sAJBCUW1607.11b9notbmiappid ,�, Member Formsummaly TC 1-2 Tahtid®�MmdcR�max($maxaxblfao(rt®mnPrfas¢8d8iaa[fann��lfacj •' _g��/ 0316 Im S6 0.74747�vV► `• 2-3 `�\�a -451 -2Zhs 8-10 0.;728 714bs . 0.404 -57916 &7 0627-I$SOhs 10-11 0.404 -57916 * .• �GENS�► `. ,( / 3-5 0.728 714hs 7.9 0.747 - 471s 11-12 0375 -451 hs BC 12-13 13.14 14-16 0608 464bs (-131Is) I6.17 0.770 %7426s (436bs) 241 0608 464bs (431 bs) 0877 2,478bs (-I,=bs) I7-19 0MI 2)(ebs (-IAnbs) : PE 7 O23I Z209ft -1 hs) 19-2D 0.877 Z478ft 4 19hs s RSs 2-20 0.145 - 457bs (-371 hs) S17 a543 -572bs 9.14 0.I32 324bs ) 3-20 Q696-7,273ft 6-17 OL440 651u (-288hs) 10.14 0073 22968 (-131 31U) 6s 3-919 0M 229bs (431fs) 7-16 0.440 6516s (-288bs) I413 0696 �.Sbs SI9 0.132 324bs (_89m) 8-16 O-W -5726s 11-13 am 457bs (-371.) aSTATE OF • 1mmolfam;Cq-1D0.1asbaiaplidbhp}aeh�Imdesahsaa�mi'(dbyheTaasMamdamocpaAT9,fA 1-20O2Smn242 /i,,,•.�`OfRVO 3) QIUrsFosdatbehmim(s)AbanRovaofQRm�e6mdetma'HdaSoalyha�.sDR'®QRBRACE FaalmvurabQltseMdegadbad/DWEBIONFORM� sS �N 4)IadsssdupHbmaiisbamdwMWFRSO*m ig\`` III Ml7CEAmpyof6uid ,mlbe--imibhaaionmtamr.7lr oftfsid-iuiialt�'sla�mi�ab®a�dsaFuammsplFlbyleTn�Ma�atluca�drdmlpmoileamnya'do ke�dlcidomaimsefoAlbyfieH3Bg p1�,,1,7,• IIsgjcAs.fl. sdwa•'_••tlndmeao>paaoxfP ..bW 8i mbYfateb� d�fiow�S¢Axmse andte'lmpvartLdm�mcn&Gm®iNxs pog:.fvaddoalidamsionNmmnaplaessM1albe r rt m%=,adly&np=9nigTdmgdrylFenaauda�aiiE9t-Y/62.Aloaeevpbaaie7D8mgew�tespa�ietplatmesfoFadbye"-IS'WsihidnLsan IS�sgephgor'9tlS,ahRidmesaFip�n�I9go�.pbe SnaEig876051 Z990N FiahR R34951 Southern Truss Companies, Inc. Tom: A3 2590 N. Mn&S Y NectName: 1452-A SOUTHERN.. esi TWssDer dhc c lson>>;�Im -.SUSS. Fat Pierce, F1 34951 Daze: 5C2M17 1]0:18PM T COMPANIES; (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pap. 101 7kcsiom2016, 3 [BmZd 10] MaterialDaf>Ilmser�rsM 1558 SPan Pitch Qty 013L OBR CAWrL CANER PLIES Sgacmg )NWMY 42-0-0 5/12 2 000 0-0-0 1-00 1-" .1 24in 2171bs 42-0-0 1." 4.6-0 7, 64-11il-" 3LIM1 5-0 F 510-0 30-10-11 I a ' 5x61 6x6- 6 7 12 12 5� 7�5 3x4 / 3x41 3x4/ 5 8 3x4% m 4 9 3x4 / 3x4 \ 3 10 e 1 2x31 I 3x5 - ,1 3x5 - 1 , 2 T 19 18 17 16 15 14 PO 3x4- 4x4- 30- 3x4- 4x4- 3x4- 13 4 - 4x5 - 0-0-0 0.0.0 1-4-0 7-5.0i B-9.0 7.0-0 8-9-0 7-5-0 1-0-0 14-OI 8-9-0 17.E-0 24.6-0 33-3-0 40-8-0 42 Loading General (St Summary Deflection U' (loc) Mowed Lind (pd) adgcak PBC2D14' TC: a73C7A VnM1 058b Ln96 (14-15) L/180 TOLL : 20 TW I-2007 BC: 092(I344) YsrL• 0.18n L/999 (I5-16) L1740 1 TC13L: 7 RepMhrlm Y. Fib: 0.72(8.16) Cudaf f. 001 MY 2L/999 (IL12) 2L/I2D BaL: 0 nal-: 125% C.n/09LL• OnLP M/999 (2-12) M/I20 B=: 10 fh TM 0.18b 13 PhcORsa(Ira7( (13-14}-3A) (201013X) (3:1-14,4-9,M) (4A11,1-IQ22) (560}13;2.) (60-1}II,78.) (h5-IZ3- p.) (8403.I3]2.) (9b11,I-1022) (IQI-144972) (I 140,41M (123I41-3R) (13J-I2,%M) (I400y$Q) (15W-W (16UQ38U.) f17:1-I238a) (18"2-0 .) (19"JI M) (70I-1236A.) Reaction Spry 7r Type I B,,gQn p BrnFtth M.91W RgdBxMBh MmsRmd MazQWJW M.Mbd18Bt Maxlm M.H.': 20 Pis(Fbr) I' 8n Cxmb-- -b I--Iffi - 678ffi -608h -107hs 13 BRgI(9Vh1) 1 8n CmMM=.y 3DDh 1591ffi - Sgbs .(bBLs Ohs Material Smmmary Braang Smeary TC SP(AL9352013)Q2s4 TCBmdg q ddw%fi ar33-(%pwF dewbyeh- BC SP(ALMS-2013)1a22x4 BCBreft SlxeldwhdwW-1-4%.bdgnbyOhsa Vft SP(AtS S7DI2)#3h4 Loads Summary 1)Th-sbrab, pstbWndndMb do dmdffids 2)77isbt.lms6�d�idfgAcdZ—T,idhadsnadvb ➢Frs40ihs4733@w fO,OCZgbaidb4fL tulip¢160mphuliregE�poevef'TuFjExl�d,fabbti;s,Hiidig�tguyB(1=iD(q,0:esl�ig Nx&d2uu=vA feadIW7.l �hmap 60.CL.7meWdhbft 3)MMmnffiagaichadsgneanrrlanxai�IBCTa5t16U/.lbmrotbmigppid ba Irem Member F Summary Tabkid®�Mmdx lgmaG9 nexa®Ifaq(na mmprfa¢idifea¢fvnmmmmlfp� , TC 1-2 2-5 0309 345ffi 5L ,0.7.iI-2,I60hs 8-10 0614 -2,lbi Es \ `V1W'•• �• y`r ; • �ceNs 0-'3'-459ffi �• 0.731 -Iy70ffi 11-11 0309 3-5 -444ffi i 7.8 0614 - ffi 74i Q731 - 199ffi 11-12 0309 -344ffi BC 12-13 13-14 ;� 0.462 3581s (-101hs) 16-17 0105 1y24ffi 0918 z36zffi (_1�IObs) I7-19 0913 23azffi (;- 71L1 0463 359ffi (-101 hs) = ; PE 76. 14-16 . ,17714 0.915 2302ffi -1178hs) 19-20 0.916 Z362bs -1 19hs MBs 2-2D Q128 4Mbs (-335h) 617 0.198 488% (-1371s) 1044 00.57 141 hs (6ffi) � 3-20 0636 2783bs 7-17 6136 243b, (-242� ,10.13 0,97 -Z 8Mhs 3-19 5.19 0A9! 141bs (6bs) 7-16 0.198 488bs (-IISbs) I1-13 QI28 402bs 0.112 276ffi 8-16 0.720 -Mbs (_335ffi) s STATE 5-17 0 0.719 -539ffi 8-I4 0.112 276ffi - �., , • cORt o I)Aquslrygmdfpmr,Cq=1DQi 3)®Indmb:mrimabbdnsssa(CLR)�udatlritmmn(s)dbnnRa�spfQRnosbeads8atlydegvstgtraod.�UW®QRHRKE ahminppidblcphtbedsa®mda@rval�esSpmTdbybeTnasMsndsamcpcAT9l1A,-20MSdbn24,�, •� �`��\ •• 2 Taral�aismbC[]tssMdegadhmmysx 4)11®du4dupRhmdusbndmMWFRSC*Wft / NDnCHAgyd'dfsa.Msh 1b6midelbfrmQmmtamr.Thed�oflcidvhbltms'sbaalm aabwdrt�ercssppidbylrcTs�Mmdmcssdrd'ss�snlramuaq ssdmnpYe�ofhidmmvisefaAibyleBuifng BrianM BELI Bs@cfs�tmb'smaw+$idmhaoepss�of'pofa�¢Iegimiess�udtTHmkNftrtp�m�u�pde�sdwnSmtemsQw�s�dk"IrtpusK)dmssim&cay.ttb6"�famdvai:damsipn.AlmmrmrplUsdntl6e 9snJOLR nsmdnnpdbySmpsm9lm8-T'eChmp lrcnsaa&sn aisFgt.2762.AlaamatrphesmlDgn(grwdeslr.�C7idpbeme'sfabndbyx=18"wiofiiidursgn l8 R 1\ Southern Truss Companies, Inc. Tins: A4 SOUTHERN. 1dngI-lighway PrgedNw= 1452-A �,,, -TlRdGG.: Fart Pierce, F134951 T2usDesgaw. dic Date: 5MM17 IMOPM T3,>ss CClMPAN1ES:; (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Palo:: 1 of 1 • Ursi= 2011a113 [B1nld lOJ Mataiall6,.1558 Span Pitch Qty CM OHR CANPL CANER PM Spacing WGf/PAr 42-H 5 /12 2 00.0 000 1-00 1-00 1 24 m 220Ils , 42-0-0 I 1�3 0 6 2-14 7-11-2 ' 6-013 4 11-3 7-11-2 6-2-14 1-" 14-0 78,4 15f-D 21$13 26b-0 34-52 40.8-0 42 5x6 HS 18 - 3x4 - 5x6 HS 181 12 5 6 7 12 5� �5 3x4 / 3x4 \ 3x4 / 4 8 3x4 \ a 3 M 9 rb 40 3x7 / 1 3x7 \ I 3 0 3x5_ 1 1 „ T 19 18 17 16 15 14 Y0 6x6- 3x4-3x4- 3x4- 3x7-3x4- 13 6x6- 12 1.5x3 1.Sx3 1 0-M 0-0 1.4-0 6-2-14 7-7-2 5.5-7 6-2-9 7-7-2 6-2-14 13-0 ,h-0� '7-Fr14 15-2 T17-7 26.10-0 34-52 40-8-0 424)41 fl I �s'Plleial .�'�l.�ry Detl8Ctt0n L/ (10c) AROWed Lmd(psQ BllgCad. FBC21141 TC: OS7(7A WtTL• 049n 1.96 (I8-19) L/180 TQL: j 20 TPI I-2D07 BC: 082(1 - 1) Val-• 0.19n L999 16 LfX Tom.: 7 RgMbrlr m Hs va: 095(10 13) audcH 1- Of n1P 2L/999 (1-1) 1 2L/12D BQL: 0 DHOL: 125% QLWcRu- On2P 2LIM (1-1) 2L/120 TICCE: ! 10 F—TL- 013b 12 PNcOff�(=RX4'NG! (1314;2-3A) (2J-1234.7L) M-1231,2) (a4d1.1-10,221 (sA1312A1 (6d-1238R) (7b-134133 (W-11,140X) (9dJ-1231,77a (IOd-I231,Aa (I1314j-3A) (I?1FQ3$90) (13d-I13-8,0) (14041-=) (1504 34A) (I6:1-1238A) (I7J-123-8A) (18DAI-Ifl (191-I23 ,) (IDD-038.901 IZeadiOn ry 31' Tvm I BmC rib. H¢WOh Mmsni BndHxWNh Mmsltmd MmsGavlbBl MmsW1dL6Bt Maxtw M.Hwk 20 Fis(WM 1 8n CmMammy 300n 1,56i1a - .&Sbs {ggh 95bs 12 ARoI(916t) I 8is OMMMavry 300b 15631s - -08bs -MIs Obs Material Skumary Bracing -%mml►ry TC SP(AL90-2Di3)t22x4 TCBmmg 9mleia'Bviraa2,&gAa6deigsbyOMs DC SP(AL5nt20 3)922x4 BCBmdg 9mldaauicv56QAxisda$nb�0(ns Alias SP(AL905-21112)402x4 . Loads Smeary 1)Th'st�laab®da�dfah�las8eb IOWbmmdvdfi lmd*sd®dk.& 160mphotirmSF TW'F-dse�G�bY{rP. Bd�YBO=1D�.O�IBbg 2)Th'snb-hasband-1idfandt'—T,.%N*.n.d dAnx.hl�/-IOD.00Z Wdh4ftd'�iQe 6.s4oItra731ftMI5ft11tF d7QeT�TE%cadad,mm8e�i7CIr1lO.007mWdh4ft 3)Wk6—mngat ign MC7abbIM. h—orb—ppim; Member Farces Summary ; �`\ TC I-2 O4ai -3841s S6 am ,2,189bs 9-10 0801-2,R41s 3S 1 OLM -;M-2�42� iA � 10-i1 0396 ihs � •� • • �: `,�GENSF •,•,(�/� Me })C 11-12 OA20 3981s \�� (-176h) IS-16 0.782 2,197U (-IMbs) 19-20 0Q7 399ft (-I991� 12-13 Q420 398bs (-1761s) 16-17 1714 2p71 bs (-IA171s) 2D4 0414 399bs (-181bs) 13- 0821 4571s 4 1a1 17-19 0T71 �► I b CC \ i PG 456bs -1 1s Vft 2-20 0.339 4,401 bs 5.16 0142 349 bs (-14564 9.13 OM 213bs (-771s) 2-19 0942 2A70bs (-I,1611s) 6.16 0.18 1811s (479bs) 1413 09a 2A746s (_1,1691s) �/_ "' 1 3.17 OD68 (-74bs) 6•I5 0156 -36315 10.I2 0338 474M 3.17 a191 �74hs }IS 0216 5311s (-ISI bs) 5-17 n158 390bs (-0m) 9•I5 M92 -4761 s ,1 f, 4 �wTE OF NOtex niepnelealse�s�¢d�swlaav�eidbyhTss�blandanucpcRSRPf 1-70�Sa�s2A2 ; %�OA • �icoRro�; N. •• �lsgaiY1D4 ` , YON INWEENHWWROL 4)L'sdaidopEftsm®isbamd-MWfBSOilyladrr� AL //'1/'�' 1•LiI10EAmpysff6'sdggs�delbetwsiddohss6mmraur.TheA�ndlsidaismlu�abealmda�satrnmdse}uemgs4pinlbyfrcTn�Mssuaacmdsdm 1)a®cAlslmlisd.aai�isS®�am�a.sxN'Ptf®det.�mi{gso�sislymki'fQlcnamsspuseuds�SsdoanS�CPsB®^dh'lmpmu¢Wmsscn&Gme�I�a"msdmmpkbamafhidmnimffifahbyfeHsifrg B27a11M 131eWdy �°rad�uW:domeimAlmmsnrpi�dmlh mamdemel6ySmpmss9oB-TeOornwyGcnemsdassss�SIIF2762.A1mms�rpb�me70gugGudmte�m%Sptisime-sfolmai a"-IB"whiisidnssan l8 by QStlIB;Wid.i.dn�ah'�strmslB�SgepLe 3scF'sgifT60Sl 2MK R M4951 Southern Truss Companies, Inc. Truss: A5 -' 2590 N. kings Highway Proj�T 14dhcc SOUTHERN D*mr Soh&WTM Fart Pierce, F134951 Date: 5/27/1017 2.,W2OPM C. MPA91ES : (800) 232-0509 (772) 46" 160 (772) 318-0016 Fax Paw: 1 of 1 T . - tVmsi=20151113 [Bmld 10] M&,WDatahliseTels= 1558 Span Pitch Qty om OAR CANrL CANPR PLIES Spa g WGMY 42-H 5 /12 2 000 004 140 14W 1 24 in 2121hs 42-a0 1 5-2-14 6.11-2 7-6-0 7-0-0 6-11-2 5-2-14 1-4-0 1-0-0 6.6-14 13.6-0 21-" 2&fr0 35-5-2 405-0 42 54 HS 18 - 1x4 1 5x6 HS 18 - 12 4 5 6 12 5� �5 3x4 / 3x4 \ ° 3 7 3x7 / 1 31x7 \ 3xs- 8 3x5- . 9 T17 16 15 14 13 12 11 18 US- 3x4- 3x7- 3x4- 6x6- 10 1.Sx3 3x4 - 3x4 - 1.541 0.0.0 0-M 14-0 5-2-14 6-7-2 7-10-0 7-10-0 6-7-2 5-2-14 1-4-0 1-0-0 6-Cr14 13-2-0 21-0-0 28-10-0 35-5-2 40-8-0 42 Loading General (NI Smnmary Deflection U (loc) Allowed L-d (0) BldgCodC R3C20141 M ' 083(4,5) VnTU 054e , LI80 (13-14) L/I80 ' TCL: 20 TAN= BC: 084(1416) veale• , 0.21 L999 14 UM TCCL: 7 RvMblh..a.- V. VOb: 085(2-17) Cem CHTT..- O02hU M/999 (9-9) 2LI20 BC1L: 0 nOL: 125% O dCR[I-' OLOI MY 2L/999 (99) 2La20 : to tbaTTz aloe 10 PheOffem(27 (111a -3A) (M—I 31?2) (3:1-I 31,M) (441312p) (S>}QiF,9a) (641312A) M-123txL) (H-123I;M) ' (933142-3,0.) (10603-8ya) (11:1-MMA (121-12}S,a) (I30.0,1-I2A) (144038M (154g1-12A) (I&I-12;-M) (t7:1-123-SA) (ISd1038,90.) Reaction Summary _ .Tr _Type BmC—bD BmVAM Mabel RgdBmWdh M.R d Max(}-1w MasKS Min MaxLbHt Mazt6¢ 18 F.(WM I Sh Ga hf-ay 300e 1j54b; - -f88ffi -fAbs 83ffi 10 HMCWsl) 1 Se C s Masmy , 300•s IJ54bs - -Mbs 188ffi Obs Material Sm m>ary Bracing Smmnary TC SP(ALSIG2713)92114 TCBndg 9.d darAA w3-OAA.%d*by0h- BC 9'(AL9C1b2013)t22.4 BC9mng SmfialwPwftd5-O0,14Fd�+ by0h. . VOht 5F'(AI�I2)M.U4 - Loads SIIItimary I)Tiist.hasb-de$&faf. f.%8eblOpd a.dudhetad*Y dmdffids ' 2)Th"sb�l¢sbm�d�dfar/edt'�ofwndhad;eamdm¢a�sA9�.7-IOwbtiefoknsig�ddrotip[ 160rsFhainmgExpoveC,Fdyfldad,Cebbffjl,H0.fig�uyRQ=IDO),QastBlig L±m40fbs4733ftfie 3)Min.mn acha6gesaadansssThB1C79Lk1607.I IS ft1L[Ed7aeT�N�vada�msedadlYIPIL0,OC7meWdh4ft basmtbmmpp5ei \,`,1111' Member Forces Smmoary Tabl i dmgMmdrigmmC3 maaxelfua<mas vryrfam Fddiacd6nnmasmlfuo� \ TC I_2 2-3 03M -314bs 45 06'i9il-2;fi68bv Sb Offi2 aSroffi 7-8 OM3 -2(Abs 0$32 �,T/0ffi BA' 0322 -314ffi ; C� .� � ��GG S, . , 3.4 BC 0807 71ffi 6-7 0807 •2471 bs ''0 �\* ` 00 • 9-10 10•II 11-12 035I 323U (-139ffi) I2-14 0351 323% (139ffi) 1416 0819 Z411 ffi -I 1 bs 16-17 020 2j04ffi (-I,I23ffi) 17-18 0351 323h (-173ffi) OW2,7INbs (-1,122fs) 18-I OMI Mh (-I39ffi) 0819 Z411 ffi 0130114 = PE 7 `; VIEhs 2-IS 0339-1388hs 414 OA9.i 563 hs (•2�bs) 7-11 QO72 22Bbs (-]sots) 2-17 0854 2,I01 bs (-PlSbo 5-14 0276 -399is 8-11 0954 2,IOIffi (-Ij16ffi) }17 0228ffi (-ISObs) 6.14 a493 S6iffi (-2(8ffi) 8-10 0339 -1388ffi }t6 0297 297 -086ffi 6-I2 0.145 357ffi I r11G OF 416 ffi 0.145 3577-12 Om-786ffi I �7,A � , Of��O 2oD05sinfeHealnaaises�mYdbyheTmsMarodaaaepeR3AA 3)L'miWd 1-20025aun242 bamimMWFRSOdyfmdsg TDR(EAmpyofdusdm NOnCE .WfistreainB sdalbefimiddoimsdmmtia�Thedagioflfsii6vdala¢s'slaffimd�adeanlmpem6soppfetbyf¢TnesMamdaocasdrtmspmMammg mdmn s�ofhidmrerimatfpAibyleBaifiB BI784M-Bkald � y msn£meibySmpmsS�ag-TeCa P��i B 9�ifaf mngo�ndm®stlw.nSxhmvcpageardf�e"Impxa�[Idmsmim&Canail3� pagforaddtimlidumafim.Am'cnaphe9�albe mylrceaabda�wTsE4t 2762.A1mmabrphmsrt20pgui..i.bddphtme'afpbaedbys'IS"WidiMw.. 18 gm VIr," idw Ajo'bstm 19pv�ptst . � � 2990T1 R R34951 Southern -Truss Companies, Inc. Truss: A6 • 2590N Idn �' �'dY NectName: 1452A SOUTHEIiM• Tns9Desigir: ft I 1RL15S.... Fat Pierce, Fl 34951 Date: 5=17 20020PM Campmemso)tmmsTs T„ .. . CZ"XNIES; (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pag: 10f 1 i€ .Si=201fi113 [B1ald 101 MatmialData6asel+e(sam 1558 Span Pitch Qty OHL OHR CANM CANrR PLUS Spacing WGI'/PLY 42-N 5/12 2 0." 080 1-" 1-" 1 24 in 208Ils 42-0-0 ' 14-0 4-6-14 57-2 6h-0 6�-0 57-2 4.6-14 1-4-0 1-4-0 5,0-14 11-6.0 17-10-0 2'2-0 30-6-0 36-1-2 42 5x5 - 3x4 - 3x5 - 3x4 - 5x5 - 12 4 5 6 7 8 12 t 5F— 3 E —I5 3x4 / %3 .67 3. 3x5 - 7 / >3x4 2 3z0 \ 0 3x5Ea - 11 1 1 T1 19 ,8 17 16 15 14 13 20 6x6 - 3x7 - 4x4 - 3x4 - 4x4 - 3x7 - 6x6 - 12 1.5z31 1.5)01 r o-0-0 0-M 11-44--00 4-2-14 9.60 9{ 1-4-0 5-r14 214)-0 30.6-0 36-52 402-0-104&11-2T 42 Loadtng General (A Slmlmary Deflection L/ (IOC) AHowed. Load (psf) ftCudc FBC20141 TQ 065(S-7) V5LTL• 064b L/724 (I5-I6) L/I80 TQI,: 20 TRI-20D7 BC: 095(16•I3) VhRL• 023 is L/999 16 L240 TCOL: 7 RepMbrl�,.AP )Is WIMP 092(7-14) ChWCFT L WIP M1667 (11-11) 2L/I20 BCLL: 0 DM: 125% lSWCU L- O0 MIP 2L/999 (11-II) 2L/I20 Bam, 10 R.77- 015n 12 t,aco16e9( k (15-1423A) (21-123-IA) (3.1-14,4-= (40o39A) (500 ) (61)4142A.) C 43-BA) (e0439A) (9d-143442L1 (1ll 1231,721 (I19-142-3A) (I20{4?.$90) (13:1-12-MM (14:1-123.BA.) (ISD142.OA) (16443-M f17L-02-0p.1 (11:1-1238A.) (19:1-I238D.) (70D436.90.) Reaction .StIQIDldry jr _ Type Hmc.d BseVA5 Maeel RodBmVl41b Maxitma MaxGsa lw M.Wdw M.Tip 1 Mms3bsu 20 NMI) i Sb G mcMabsay 3D0'b � 15546s - -(Abs •698bs 701x: 12 Ima(wm 1 Bb Cxaemm" 3DOb Ij5465 - -Mbs -698hs Ohs Auterid Stmnuary Bra ft Swm3ry TC Sp(K-gm2013)422x4 TCBeaig R.MmRd—L2-11-4Axbsdab*yOhm 13C SP(NSUi2013)622c4 CWTt BCBmng SI d dmAaiw4-7-4%e dmjp*y0bes I5-17 SP(ALM,2013)SS2s4 Vft SP(ALS 2DI2)f8N4 Loads Spry I)Th'sa hasbmsdOsaltmMdfmsdseb 10p4b.1—d6dbe3adpbsdsdhads Uu*4saslms6m�d�md6rhdZ=Tr:dkedsaidvib 0u19E7-IM,OCZWm6rdit4miad:pc 16onQh�nat xeCB�i'F+da�v4G+�FR+.>3 �8�x�YnO-1Do),O�IBgB IS�c40fb�a733$h-ISft1ixF�d7a�eT�,Tiicadw�mr¢ilert0ar IHI,OC2meWdh4R `,� �' fI//, 13�a),M,,nbatma+m_�,�.i .rans®da�B3CTabbl6M.i hasrot6m�eppFsl L� ember Forces S1�ry'nbt6dm6Me�a-IL�mac(S,nmcaxalfarq(maiwn¢r faa:8'ddl'esefivnrtaxm®Ifua� �• ,,TC e'v- I-2 0277 -260bs 45 Ob43 -7329is &9 0647-2S591a *`/-CENSk •.' �/i 2.3 0.494 -25ens 5-7 06.51 34 0-647 bs 7.8 Ob43 -2953Is 9-10 0494 _2,56•Tls hs I0.11 �#A - BC 11-t2 0297 268hs (.121 bs) W16 09M - 0277 -26Dbs 2JObs (-1538ba) 19.2D 0297 268bs (-144W) `/ = ; PE 7 8 12-I3 0297 2L8hs (421 hs) 16-IS 094 2Mbs (-1,537bs) 2D.1 0297 268hs (121bs) ` 4 I3.14 0876 2351is 0301bs) 18-19 0876 Z352h -1300bs Vift 2-20 0341-1399bs _,;-IS0918 .7I1 bs 9-14 O297 -122bs 2-19 0842 2im is (.jobs) 5.16 0.135 333bs (-98bs) 9-13 O079 249hs (-7291s) , 3-19 Oin 249bs (-229bs) 746 0135 333}s (-1203bs) (ASbs) 1a12 0341 �r}� ^�• i STATE � ; 3.18 0254 -I22hs 7.14 09I8 418 Q254 6241a (Zi7bs) &14 0254 Note l,3Wbs al4hs 10 o3a1-1399hs 6Mhs (-237bs) ; � • �/• [ ' ,� i \ ��i�yl�/'�•]c`-.�/�--CLORVD ,,[�'� I)lvpmiya:nndfam',Cy-IDD,havhmiapp&dbfbpbtbeals�axd®8naiasasspmiTdbi'hTsussMandamcpcATH1IF11_20025®s242 � - v 3)� � ftba ft TD110E/mpyafdmdags mlbefiaidnibhaeimmtamcTkdepCf* iidvidtalbss'sb,-dmdagnaeaudrepuem6soppialbybeTn�MasdaoaaM � �h � B1Tanl B) y D�cA�Im/fsdtacgB P�®� �B y�l'tmhesmnxsPu�da�SdwnSelmsc(egrasdfe9 s trdmreim&'G—WM paO;fmadddualifwmfmNmm®rpH�d lbe ssmn�nudbySh>pbss 95xg- TeQnyvsyisebamxdasxea�sE9L2762.N mmseas'phtsase7Dgatig•,sml�tespm7dplstmeatobsselbya=lS'WulsiduasanlBmSV18;Mi}iidmsahgltbmsl8givgphe'xSanFigR 6pS1951 Southern Tivss Companies, Inc. Truss: A7 - 2590 N. kings wa g'� Y ProjedName: 1452� SOUTHERN Tnasnesg=.. dbc I ,M . � Fat Pierce, F134951 Date: 5B7J2017 21*21 PM Tii>ss CGURANIES;. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax NO= 10e1 '•1k1s1Ddx 2016.h3 [Bm1d 101 Mateiia Dab aae msim 1558 Spas Pitch Qty OBL OIR CANI L CANER PISS Spacing War)PLY 4240 5/12 2 ON 00-0 140 140 1 24m 204ft I 42-" 1 3-5.0 4-9-0 7-" 7-" 7-M 4-9-0 1�-0 4-9-0 9E-0 17-2-0 24-10-0 32-M 37TO 40-8-0 42 5x8HS18- 1x4I 4x6- 3x4- Sx8HS18- 12 512 4 5 6 7 8 �5 4x4 L 4x4 \ m 3 g lW V11 0 c 1xa 3x5- 1 1 l 1x4I 10 34- , T 18 17 16 15 14 13 ,g 3x4 - 4x4 - 3x9 - 3x4 - 4x4 - 3x4 - 12 4i4 - 4x4 - 0-0-0 0-04 1-4-0 8.2-0 74-0 7-84 7-8-0 1-" 17-2-0 2410-0 32-" Loafing General (Ni Spry Deflection U (loc) . Allowed Lmd (0) BI CW. FBC2D14/ TC: 099(45) WTL• Wh L/562 (I5-16) L/180 TCEL: 20 TA 1-2DD7 BC: 096(15.16) VtLL* 033h L/999 (I5-16) Lr)AO - T OL: 7 RepMbrT-- Vs W OB3(3-19) C pdOH U 0D5n1F 2L/453 (1-1) ZL/120 BCLL: 0 ' MIL:' 125% C dCHU. OD2nir 2L/999 (1-1) 2L/12) 10 HY.TLL 02n 12 (7aci)fTss(Irrc7CY1 (1314,23A) (2:I.0.4?M) (3J-14,49,M) (M-1238A) (51F03$9a) (6"Q-OA) (7:1-12j-8A) (8:1-123$0) I6k � (9-.1-14j49(10.1-0,45y0.) (11314y3(1) (121-1233A) (1300j-8A)' (140Q-W (I5:1-12,3-W (16DA"M (17D-02-0,0.1 (18f10.'�FA.) (19.I-1233a.1 Reaction $®ary 3I' Type I B.C-i. BreRBh Mabel RodBmVMh M.P d MU04vib611 M=Wrdtw Ma upa MVH.r. 19 lfi(Rbp 1 Sh CanxW&.W IV. 1$54hs - .608hs -"bs 58bs . 12 ARpf(R6Tj I Sh G—M—W 300n 1,554Ls - -Mbs -M8bs Ohs Material Bragg Spry TC SP(AL935 2013 M.4 TM di(v, S'hmld BC SP(AL972D13)#22s4 BCB-,ig 9.fid.Rd.94-1-0,A�bdajpbyOt— vas SP(AL9C62012)482,A Loads Slm I)Tfia—hnbe-d-6rdfarlr ilm" zdeb tOpsfbm dimdiFebdptadm b h 2)Th'sm�l®sbandey/dtprf�edfiosofaid6adsnemdanxvhA9�7-1NAf U-40f.4733fth-15ft1a&dZ—T.mN:&redaAa,65ed.IXI-1,60.007meWdh48 fOAxig—ddmdip[.160rt�hWinagE�nveC,Fvi�Fidsd,(bhhFlryHddrg��vyRQ�If10),OsalBgg 3)Wurimmmgeaicle3gneagdan¢uh1BCTabk16D/.1 h tb-gp61 \`\` I/Z ` Irces Member F Smunary TC 1-2 2-3 0241 �408b, 45 Q986 0273 �22bs 5 0986-3j04b�s D 00.2T3 - his *` �' �GENS� •.,�/'�i 3-4 Q7O5-2fi50bs 7.8 0.984-i504ta 10.11 a= -408bs � � . BC 11-12I 12-13 Ob15 374bs (-196s) ISI6 0961 3,504bs (-1$82bs)-19d O615 374bs '(19bs) ossa 270415 (-1,781 bs) 16.18 0876 2,419bs (.1281 bs) PE 7 1345 . . OV6 419bs -1 Ils) 18-19 0258 bs -1 1.) Rlhs 2-19 1 0318 370hs (2S4bs) 546 0.165 42,4bs (.418bs) 9.13 DA94 242ba (-IIObs) 7f �{/L/ 3-19 0334 �,I85bs 7-16 0.I74 3846s 942 QS34-2,185bs �_ ��- _ 1 1 3-18 4t8 0f194 23215 (-IIOhO 7-IS 0.165 4246s (4196s) 10.I2 0.118 370hs (-2541a) w� ^C f M93 229bs 6•IS 0.498 Ij25be bs) i 1 416 Nadi (-721 /. {./r / , / • 1 . �.� ` 0.498 1�25bs (-ii06.$) &13 OD93 229h fa,01 /YC `p ', ,, ORfo 1)Agibityaxoolfaaar,Cq-ID0.has6em � b hephelmplr®nxdsprvahasaq�m7'd67frTmsMa'offad.cpcAT311A i-70O2S.1i. 42_(1 ,�//`7�/V/rn�`\`� 3)®bld®BmssOsbtrelrmae(QR)mfvdotfr.6osbi(s)dbinRp0.50fQRn¢s6adapmtlYdegr51Y1.amiSI1W®Q.RBRALE TV9bnaw6bQR5811ddugn0lhearga /'I'I 4)ladasldopffls�shadaeMIUFRSQdylodig I II' \�`` TD(IIEAmpy.fdisde dal6efimiEhrdbfrasimmMamcThedsgnoffreidis�lt¢sssbasdmdagnaanadrtgoimis6�PislbYleTnssMendadcend��pmfram.ayvdm d'leidmn3imafah le &ianM Blealdy D.WaA..Im sdma' mmu my ..ePmfammlav-m, .Md*�s�'fet�oznpmnd�shwns¢lem ew�d4n^(ayma W-.1tar&cetp.trl araddinolidamumnAlmm�rplassM1albe 'stdmeiby.=11r.idiidutsas SwME yi(16Q51 mamdeapalby&.p— re lImb—hf¢aA R-27ML-Almn�rPbsue7D9-mma ;/r�tdfdpb-t l9 ar9Y18',difi idim4seli�e®ii8gagephe 259DK H A3495I Southern Truss Companies, Inc. A8 .... ` 1d Higway 2590 Nh edNam SOUTHERN .ng Tn� De9pw. &c -muss , Fart Mmv-,F134951 Date: 5=2017 20=PM Cat>pmei,riSDh,boas2M T COPAPAm IEW (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax paw: I & I -V:xsi=2016.U3 [scold 10] -A1&r lDatal7Mv=si= 1558 Span Pitch Qty OHL (]FIR CANrL CANTR PLIES Spacing WGr/PLY 42410 5/12 1 000 0&1 14)0 140 1 24m 216ks 1 42-0-0 1-0-0� 6-2-0 6-9-0 6.9-0 6-2-0 1-4-0 ,-4-0 7-" 14-3-0 214)-0 27-9-0 34�i-0 40.6-0 42 I 3x4 - T 12 US- 3x4- 5x5- 3x4- 5x6- 12 5� 3 4 5 6 7 �5 mT Ig3x7 ( , 3x7 ) a.s 2 8 3x5- I1 1 1 9 �I T 15 14 13 12 11 16 6x6 - 5x7 - 3x7 - 5x7 - 6x6 - 10 1-9i3 j 1.541 I 0-M 0-0-0 1.4-0 6-2-0 6.9-0 6-t3-0 6.9-0 6-9-0 6-2-0 1.4-0 7-6-0 14-3-0 21. )-0 27-9-0 34.6-0 40�-0 42 Loading General (N[ Summary l etlecdon IJ (loc) Allowed 1md 0.0 ftc do FBC7D]4/ TC: O 09,3) V47L• 1111 is L/459 (1243) L/180 TQL: 20 7RI-2007 BC: 099(M13) WDL• 0.446 LM9 13 UM 1 TCQ•: 7 FApMbrbm 1h R&: 094(8-II) O char*- 00561P 2L/490 (9-9) 2L/I2D BC L: 0 it T 125% C daR - OalhtF 2L/999 (9-9) 2L/120 TvW : 10 Hmz7L- 0.19h IO Pde(116sple%X ,19C (13t47--3A) Cti-1231;t2) (d:1-1238j1) (4d-1234i3O.) (SD02-Bjt) (&I-12}•B¢) (/:1-12$8jL) (8:1-123-I2Z) (93142-3A) (IODBi-S90.) (IID03421H (I}3A2410.1 (13D 0380.) (143W-M) (15003,80.) (160.83-M) Reaction Slumary 2t TAW BMCDH. BmTOds MaWW Rgd&xVklh MaxPma Max(bavtw MtmRb UA M.tJM M.Ibli 16 ph(Pbi) I 8is C1-1A mq 3DOis 1554fs - -698ts -M8bs -46bs HRo1% 11 Bn C m M—q 3DOh 1554bbss - -Mbs -Mhs Obs pp1O0� Material S1mmxry Bracing Summary 7C SP(AL9]i2013)422.4 ampt TC&amg 9eddmAaisu2-Kft%de®iby0hn 3-5 SP(AL9720I3)S3h4 5-7 9'(XS3S-2013)S52x4 BC SP(AL972013)i22c4 BCBradg 9.f d.P ..t3-10QhAnd.�pby0h- - Nft 9'(ALi 52012)(02%4 Loads Stmmmry 1)76atmslesbmsdsge3(ahedt�8ee IOpsflvbrtsdimdbemdplsdadh.ds 2)Thcat�Fmsbmida®dfatedia>sdnndl>�namadan¢aitA9F!-IDafilefobvig�dddi¢t IfAmphulnae,Elm•eC+FuhrP+d,�,GsbleFi0.&tHsBOtgaYB(f=IDO).CiaatBNB � r r I1srs40ft:4133 ftb-ISft34ec..s 3)Mmtunma�tsh+ffignamsdan¢nislBCTa661607.11asmtbmuppFi �"�T�TFicada�m�ediXI�IID,OCZmeWdh4ft `,,►1 I �I, ` \ z Z Member Forces �N\ M 8� OWI merry 7C 1.2 2.3 0.468 -404 - 45 0341 -4 603 743 024-Z7151x OM856 OSq89 Q467 -0aSbs •;� -2,714hs -4568hs ` �`,• 0.7 - i3s 13C 9.10 OASB 4256s (-237U) 12-13 0987 4A31 hs (,2,7D66s) I5-16 0458 425i, (-Z8b) PE 7 10-II 0.45E 4256s t-237hs) I3.14 0987 4A30hs (2,199W 161 04% 425hs (-239te) • I0112 0.702 4421a -I ISFs 1415 Q702 4411as (.1332k Wx 2-16 0.ii9 -IMbs 4.13 0383 7(Bbs (.341 bs) 7.11 QO61 192hs 2l5 0.917 2)Mh (-I,I06bs) 5-13 0.114 -3671ss 8.11 0938 2A30h ( I30bs)- 1-15 OD60 189 s (Abs) 6I3 QW 769bs (-Mbs) 8.10 Q339 41 90bs . STATE OF • 3-14 4-4 0.97 1,715fs (-957bs) 6I2 0.193 421hs 0.193 -Q1 h 7.12 0697 I,715:6 (-Wbs) 4�, r / . l • ' T Notes:'•.,CORVO.•�� I20yp I)Ibhbadphtsuel �S `�\ 2)Aq¢+➢ymmdfia.;C'9-IDO.hxbmsePPislot 4) mrtinshenls�ait(QR)snthehmb{s)rinwrtRossdQRm>46md�saBydegaah'bamd,sxllW®QAHRA�Fanlnsis�oQRsenddegsmlham�s eheelrdrmmd�Swlau�mTeibyfnTn®MemfimcpaATSIIPII-2002" ' n2A2 /// S//�bp� •� `� //�'/rV1'Iv1111,```\ DWG I 5)Us dvsdopylmsmisbesdmMWRIS0*ba ft D, FDItCEAmpydlis dmEbefmiiJ�to/emdonmmamcTbedepfdlfsis3viinlhs'sbvslmd�naehardrtg*-.. ;mppidbyleTm Mambawadsdmupmt a Nawadm ommoficidmm6mstbhbjl Rdit BrianUBkOdy IB�rA�lmh'sds idmsampamcQ'Pd®mla�migs�aaLiSmkHfalen�mrtyoetdegndaanSehcroscpe�asdh'7mpomKbd'mma(m2(it'nalFbls pa�faaddioulidmsuiutNmrrmrpha9Wbe mamd'amdbySmpmnSl�v(q-7-e(LnQuybenamudassxuihE9t 2762.Nmnmrpimase7DGwdestespaddpheme'sfolmdbp=18'wiufiidm�an l8gphgorSglB;didsid®eah�StrmnlBepYe 2590TI R A34951 Tom: A8G • Southern Truss Compm1m, Inc. N. king, I igbw Prq2590 �D*oer. 1 ,SOUTHEiiN ---uos$ Fort Pierce, Fl34951 Date: 5R7I1D17 2DaMPM MTM COMPANIES, (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax � 1 of3 m Tri-V=sicm2Dl6113 [BuW 10) &tmWDaWbawmsa 1558 Sp- i Pitch Q1y OHL OBR CANTL CANCR PLIES Smecmg VVGrmlyY 42-H 5 /12 1 00(1 000 140 140 2 12 m 20918 42-0-0 6-2-0 5.4-13 5-4-13 5�-13 5:4-13 5�-13 6-2-0 1-0-0 -0-O 12-10-13 7 18310 23.8-6 29-1-3 34-0-0 40.8-0 2-0.0 35 I� rvA FLC 1A- 'WA - 1x41 5x6HS18-3x4- 3x4- 5x8HS18- 12 20 76 7tl if 21 7x6 - 3x6 HS 18 - 3x7 - 3x4 - 4x4 - 7x6 - 12 2.5x3 1 4x4 - 3x6 HS 18 - 2.5x3 1 C.17 J7 0 EKI Q M M EKI 0 [2:1 0 i] � 0 EKI CJ/ J7 0-0-0 0-0-0 110 6-2-0 5•i-13 13 5�-13 5-0-13 5�-13 6-2-0 1 " 1 7-6•-0 12-10-13 1T8-3-10 238E 29-1-3 346-0 40$-042 Loading General (si smmany Deflection i✓ (loc) Allowed Lmd (psf) BBgmdc FBC2014/ TC: 082(13) NUTL• mh L/471 (1(,17) 1./180 TCLL: 20 TH1-2007 BC: OM(16.17) 16tIL 642h L/M (1617) L/240 TC13L 7 RpMtrfia Fb Ve: a91(10-13) C.VomL• ofshUp 3L/696 (I -I) II-/I7D BC(L: 0 720I_: 125!5 Q 1=1-• ambLr 2L/999 (I.1) 7L/I7D BCOL: i 10 F—M 616h M Fhe0fRm(h0;XAl p (15-14,1-3A) (11-W-19.) (H-17 -W 0142348A) (50A3-M) (6M-W (7:1-12;;-W (8:41234A) (9:1-123-8A) (10:1-123-IA) (113d4$-3A.) (12003-89(L) (1301D, A) (14:1-12,44M (159QI-12A) (161-1233A) Reaction Sommmry Jr Tvoe 1 Bmambo BMVAth Maeol AgdB¢VAM 21 1fi(Rbq I Sh Ga Mwmy 300ir 12 RRdC.M 1 8n G=ftMm" 3DOh Material Stmm ary TC S'(AL90i2013)t22a4 3-6 SP(9SM2013)S34 69 S'(AL9362013)a2.4 BC S'(AL43S-20LI)SS2x4 vas SP(A131:2012)OW Loads Sunkmary Bracing Snnmrary TCB..g SimfdarP k-O-K%fndm�pbyCIO& BCR-.Sg 9nfdwPwft•t3-11ARff a4pby0h= 160 rr@hntir®C>�CFu►lFird�f366FiP.HdGBdsSUYO (<-ID0A0reaf�i8 oh \\\ IAA• 9� �/i wr PE STATE OF ,,'•:�L ORVO BrimU Blraldy IZ AN A 00 w Hoy O 0 COD mcq S Ff�V tYl �t��N1SHe�Nt�V tyl t�Nfpl t�' f���NpN t�V tdV Nf�l tyl tylHNN r imp Hffi, � Sd.dd�n�saada 222 a a vvy cl �lNNt�l fpl f�fYi t�![�lN�N�NNIV t�VNNf�f�l tglNNtpV Ntgl fpV tYl t�l tpY E �0tR0fAQ&IgeqgtRg03ggigR0RgotgeRq gRLciq%r� e�aL,ttee rj F � �N-•�`�'�'','yN•4 `�y�RRx��xxxxxxxxx�x�.q � � 'yNN��'�''V'�'_�''�_g4xybx x�x �����e'A £ SggBg��gg8888&gBggSSg�BB &�g��&gS &B&BSg& ��& &g�&&gg�&BSg��g Wag • � ���e�f���� �� E&� ���g8������������ ���� �� � � ft -fie H,& Southern Truss Companies, Inc. SOUTHERN 2590 N. kings Highway -TRUSS . Fort Pierce, F134951 C.DBAPANIES, (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Tmss: A8G PmjectName- 1452A Tn>ssDesigyer dic Date: 5/1 M17 2-0.23 PM Page: 3af3 -Mmsi=2016113 [Bwld 101 Mat=WDafalmseversm 1558 Span Pitch Qty OHL OHR CANEL CANER PAPS Speciog W r/PLY 4204 5 /12 1 040 a" • 140 1-00 2 12 m 209 ih6 Thus-to-trIm Connections Smeary m QIIEIT— Cwni¢T— a9rtVi offba Mat TT7 CA AEG 76-0 315dQ TM n .,.. .- 7a.1z:� 27oa�., . TTs n AEG 9612 27M9 TO, R AM, 270dg Trs n AEG 13612 270d.9 ....- T78 n AEG 17412 270hg 'Tr8 n, �• .. .. ,ABG_ 19612.... .,. .•..... 270dg . m n AEG 2140 270deg .. - ._ Trs n AEG 24-5-4 270dg T73 n ABG 2B. 4 .. 27od�g... Tis ... n A®G ... 30-54 270dgg TTs n AEG 32-54 270 ft To '.. n . .. AEG. 34-54.` Md.& . m Notes: all - ABG 34-60 225 ft WIBQ.RHRALE Frakm6mbWtsand degnaldaag� mwoflOdT�Q(imT�k[mn0.12Pde.z27lE'trgj®ITue,RC-1 mayor �� QN,�,•��GENSF(��ii STATE OF : [ORV .•G is�gephe • Southern Truss Companies, Inc. Thm: Bl SOUTHERN 2590 N. kings I-Egh,%uy NedNarae: � A De9� Fat Pierce, F134951 Date: 5MM17 2:0 7 PM Thm -CQMPI NIE0. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax par.: 1 of 1 -'%Easica 2016ll3 [B11BBd 10] MaterWDWt sever -sac 15% Span Poch Qty OHL OBR CANrL CANPR PUB Spacing WG 7PL1' 204) 5 /12 1 0" 0-0-0 I-0-0 a" 1 24 in 87 Em I Zos-o 6-2-9 4-5-74--" 5-240 6-2-9 10-8-0 15-1f 204-0 4x6 - 3 12 5� 12�5 1x4\ tx4/ 4 m v 3x3l a 1 g '2x10 33 7 l d 1 I B2 LLJB1 T T 6 7 6 3x4- 3x4- 3x4- I I o-M I 0-0-0 1-0.0 6-11-14 544 -- -- - _ - --- - -- - 6-1144 1-0.0 7-11-14 13-0-2 2044 Loading General CSI S>mn»ary Deflection L/ (loc) AIIowed LoaB68Cadc FBC2DI4/ TC: 046(1.2) VMTL• 027h LMn W) L/180 7'QL: 7D 7AI-2007 BC: 060(8.1) VhtLL. 009h L/999 (8-1) L/1A0 7CCL: 7 &pMbrhm VS RW: 020(A Fb.TL• OD4h 5 BCLL: 0 DOL: 125% C pa, Y -1s BCE : 10 ' Ase0ff=ftXVAwr (13142-3A) f200.3.1352) (300313A) (4D0313S2) (52.7A-1150) (6M344A) (71KI-12A) NAM) Reaction .S�ry Jr T-,, I B�pG..bo BMVOdh Motel BnditVMh MaRata NC.Q vTbal M.%d4a MaxW Mazlixa I ph(VA , I 8n Ck M w" 300h 794hs - -338ffi -338bs 65bs 5 A8o1(WM 1 Sh C=MMa q 300h 794ffi - -338ffi m8bs Offi Material Summary Bracing Summary TC SI (M-93i2013)am TCBmng 81-it WP0Ma4-bO.%&&ipby0hn BC Sp(ALSOS-E)M.4 BC&.ft 3-hNQAe.5at64gTLi &fWbyChn )SR(XS35- Vohs 012)0B2,4 SFda SP(ALS 3L2013)MYA Loads Summary 1)W.v=IB96tmd* df.d=T.S8et 100botmdvdMb do dmdb d& z)Tb�„tbasb�d�adraftdf®ofadffid;Haan,da�scE7-Ioar,4erou�:g�astf:Qe 16ot�n�maeBr�m.�erwr&+md.me�+Bua�a�arBp-Inm,o�eaFet�a L7aa401l.4733$h-iSftNot&d7atT WilBC akl6MhasnAb mrlfA.CC7aewdha8 3)Mn'aunasgs¢ho3ghemdar-afilBCLbh1607.1 hssnnb-a<pid ) Member FormSummay Tabu-tsMetbclt)maxC3rttxamlfov(nwmt�rfonrdd3favofmnmaxa®If� `��M. YC��i, 7C 1-2 0455 -Ij10ffi 34 03R-I,216ffi 2.3 0428 -1346ffi 45 az90 -1 ffi �\ *` . '`GEMS '•. /� BC 56 0521 , 162ffi 604ffi 64i au4 ffi9ffi-390hs, 8-1 Obflb 1 hs - Mbs Mhs 241 0104 0.177 13.8 \ �` ,. . ,� -335ffi 36 314ffi (-138ffi) 0.199 512hs (.249ffi) 46 009D 2i11as (-208k) ; PE 7 Notes = 1)AT.rty If—,,Cq-ID%I-b-e OdlDhpheb-l-b ads% lA— dWbyt.T—Msn6-a FaNJ-200 Wm242 ! - 2)Lia)uids a baae)mMWFRSChyb ft • STATE OF 01�// CO TDfICEMgyofdfsd� atbefinmddtfraa;mataeRr.Thdsgnoffisi�daltus's�sdmd�a'tremdmpmn6s4pislbyleTnaMaWWaatlrtittpmlramnryaldanQkt�ofleidmmimsafaTbyhBu g BrianUB)eaW Dm�cAnlmhBBsa*BPwj Y�yfarlen�oary[eeadai�sMcnSehamtepsgatdle9mpuan[Wmmim&(;asafNa pegeforWddordidmtaiotiN�a�rphmdnlbe Sna&gKl/aSl ntnffanadbySnpan9u�Tefbrtyenylmnamda�-ohF�t T162-Alax•�pheste70ppugesmffife�pmTelpM�e'sfobnalbya=I8'alidtidiise;an IBarStl IB,nh'd,odm�ali�e®i 18�spphe 2FJOTt FiehA A34951 • ' " Southern Truss Companies, Inc. Tom: B2 SWTHEAM; 2590N.1dng Hghway jeectName: 14MA 1ksg3w. &c C S0II&mTAf 'ZRUSS.: Fo f Pierce, F134951 Imo: 5=17 2-P24PM Truss COMPANIES. (800) 232-0509 (772) 464-4160 (772) 3.18-0016 Fax Pao 10e1 •Ntrsi=2015113 [BBBd 10] 1\2a1Cf1a1I%18)BSC3R15iD¢ 1558 Span Pitch QLy OHL OHR CANEL CANER PLIES Spacing WGMY M": 5/12 1 000 68o 140 0H 1 24in 8716s 20-" 6-2-9 3$7 0-B•0 3-9.6 5-240 • b2-9 10.0-0 1 15-,� 204-0 I ,14-0 US - 5x4 - 4x4 - 3 4 5 12 12 5F �5 1x41 1x4! 6 v 0 T 3x31 2x10 1 O 3x7 d 1 3x4- 7 1 , , B2 B1 T T I 10 9 6 3x4- 3x4- 3x4- 0-M l 0-M ,M .b11-14 { 544 6-11-14 1;0-0 7-1144 134-2 20-" Loading General esl wry Deflection IJ (10c) Allowed imd ({sf) ftoodc FBC201JJ TC: O47(1-2) WM. 028h LrM (10.1) L/180 TQL: 20 TPI I-71p'7 BC: O6D(104) 1Etilc 009n L/999 (10-1) L/240 TCCL: 7 P.Pmrl.— Ha gib: C19(4-I0) F=TL• ODsh 7 BCM: 0 II03_:' 125% C rFanx,v—is BCDL: 16 Pnegfss(Jre7t',Y/up (IS14Z-3f1) (240313SL) (30AMA) (40A3- ) (SDAMA) (694)}139) (724A-110O) (800,W) I (9DAI-12n3 (IOD0380.1 Reaction Spry Jr TVM BMCombo &eRBh Masai AodBmWdh M.P-d mo(irayw M.WdU0t M.?A.H.,b I Pn(V18P) 1 Sn C"Maaxay 300n 7851. - -33M -338bs fil bs 7 F30o1(Vlkl) I 8n Cmomm—Y ION, 784ts - -338bs -338bs oh Material S*mary Bracing Smmmaryy TC SP(MS=013)f2E4 TC&amg 9xeld,erap[}S:IOtOD BC SP(AL93S-2013)82214 BCBteuig 9�fslapaiaa163QAaind�ty0hesc vas SP(AL972012)182x4 . SFtr SF(ALMS-20MM2x4 Loads Summary 1)Thcvsti$haslend.6rwM;—Tm &.b 10pdbmmdiudi b d*W dhads ' 2)Th'as�}aslmld®gndfaledf�ofaidfsdsnaaa�¢ss%uL9�7-IOanfe6kmilgmrddielipt I]ins40tht4733$fi�15R1NF+d7meT�TEBradaebo�laeLnCIrIfp.CC?meWdh4ft 160mphu►napF�FdyFiidaad,(n664ipHdfigCn�uyII(f�IDO),Q®iagg \`t�� �' � 1�/' 3) ne®dub a&MCMd*1 07.1 hasrothmapi d _ ZZ/��i MemtJerFOrCCS T' <Manhctgmax6$ Asa®lfpq(rtm�nprfmsFddfaesfivnmacamlfuv) ``N50ix TC 1.2 2-3 I 0466-1,479bs 34 CAM bu 4.5 0331-1,197b m o30S .1,194bs 0307 * .••�GE�1Sn� . �( / \ C / BC 7-8 -1 I 0515 138bs dilbs 8-10 -1aft 6-7 O-W IM81. 0543 874bs 413bs 104 . • vft 2-10 I 01033 � (.310b0 " (249bs) 69 Ohm 1 19bs. -789hs 0123 302Fs (-133N 0M 251 bs = PE 7 ' (-1926s) hates— I)Aq.kymmol n C4=IDQhathat appidblepntlssall¢Esrtadagnvehsasgimi'ellyhTnmMw6naepeAl3lIPI I-2002S�2A2 - l . w STATE OF 3)Lisedwnds tteousln�mMWFRSQd�1nds� ow ii�•.0 Rt�+ :•���� . tl TDrtCEA¢gjofdied®gndulle6mii�Abfm�nm�tamr.7ted�of'16'Mivd<d�'shaalandsgaitrnsdmpumtaapfiflbyleT�MandadQatdtisspmMamasry aMonpintxssoflteidomeimeatuhbyleBuifiB BOMB )may Ea'gcA�lmh'adtaugB P��� qB a' YES'forfim�mtpueadmppdoanS cpagmMle"InryuartWomaim&.Ga�ealTiet'legefQadd�al:damaitnAlan�rphaitdbe &=F^E076031 mvu�eaeib�S,�mt3ugTeWs� Ircnaaada�aitFSR.2762.AomearpLaare70gn�sn�leye8eiphtsffe'sfob d1ya=1r hihidim. 18gugp1tporS418;ahifiitduseh s®18gtgptte 2%031 %&R 834951 ' . •i�r:��% ... Southern Truss Companies, Inc. Truss: B3PtqectNa=: -SOUTHERN 2590N.king; Hlghw 1452.5 Tnssiksg=. dbe sg •.. . Fat Pierce, F134951 Lute: SII?11017 20tr?APM /` IM .16 �QMp�yry"fig: (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 1 °t'1 Versim 201fi113 [Bmld 10] MaterigDatablisewtsi= 1558 Span Pitch Qty Om Om CAMEL t..WrR PLIES Spacing RKTd'LY M4-0 SA2 1 000 am 140 000 1 24in ffiIs 20-4-0 8.0-0 54-0 7-" 8.0.0 134-0 20-4-0 i 4xB 1 4x3 - 2 3 12 T2 �5 f,2 51 T3 Cb A . 3x3 \ m d 3x4 - j N 1 1 B2 UB, T 7 8 5 T 3x4_ 30_ ,x41 1-Q.o 7-0-0 54-0 74)-0 1-0-o 8-M 134-0 20-4-0 Loading General al S1=ry Deflection L/ (loc) Allowed Iaad (psf) EM9Qdc FW20141 TC: 0.71(b3) Vbt7T- 037h L/582 (/-I) L/I80 TCLL: 20 TH1-= BC: a71(7-1) , WSI: a14n L/999 (7-I) L/1A0 Tom.: 7 RpMhrfi— Vs Vlb: a13(" H=TL• OOSn 4 BCIL: 0 i)Or_: 125% Qwfhdx,V -15 'BCIL: i 10 Iise0nma.rxyAme (13-142-3A) (20-3.4A.7E) f3at-t23.8:0) (42-7A-119a) (5:1-t73$90.) (690.1-12A) (7343-RA) Reaction I Jr 1 ftOxsho B,RVI& Mmw RodBmVAih M.Rmd Mat(hvibrtt M.V*dthe - Ma•rroHt wl-R ¢ 1 )fi(N1aQ I 8h G=MM=n ION,75Bhs - -338h: .338hs -49hs 4 HRoI(Vfhi) I 8h C=&Mmn 300-n 755bs - .338hs 378hs Ohs Material SWmzuy Bracing Smeary TC SP(AMOS-M13)fC2c4 TCBmaag ShaddmPmisat3lOAP tid,*nby0 .. BC SP(ALMSM2#22.4 BCWft 9im/dwRe-d5-7-%R.%dmjpbyOhn Vohs SP(AL905-2012)f82:4 Sac SP(AL9XM13)f/2M Loads Smeary I)Th'snsshasb-d!6dfbTt dasdeb10pibmmdtdbO.dphsdxdksds z)Tlisns$I,�sbenae$d��fasora:�ah.ds�l-lowtkfo�,:��dsD+:pe Icomyn,r�Ev��NE��;a�ad�rrtp-Im).o�aga ue40fh47.331th-15ftNoff d7 TmnN&.r d.d,m.B.&DOr1aO,CC7p wdh48 3)Mnn�oLnmmgtiehi6r8npoadat¢v�IBCLbh160Z1 FasrcahmuPPT� 1 Member Forces SmmmaIy Tebbbft=Mprbcr4m=CS.mauelfor¢.(mDcmV.fb=fdifcvtiamm a:mlfao ``\ TC 1.2 1 alai-1355hs 2-3 BC 4.5 OM9 1 hs dA71 0..7m -I hs 3.4 a48G-12086s OM OI 1s .scabs 7-1 a710 11976s Blsbs `` N �� Vuta 2-7 01091 2251s 3.7 a132 324h: (1271435 Ojw Mh \�` rotes: i PE 7 .: 1)Arpmiymcolfpm,�Cq=10(4lssbmippiadDlrPhebeelmd;a whsasrpmTdbyhTnasMandaopepcAT9/IH I.ZM8m6m242 _� 2) 1 mahimpomma"ft 3)Ij9d.ddupBhmansbdmMR7RSQdy1ft — — t = STATE OF o ` LOR�O .•��� i��,S 12. ?NMCEAmpyafais�tdmlbei Dmjp �Imhsd�auiBndma nObdi) pdonoa�r.Thdo�pfh'sidxi6alt�'sbdmdagiaifeaMmpana6a} dbyleT�Man taepdrtsupmMamnga�dosnp}D�afhbfamee .Tbtby*.Aa g fPd®daq mn8MPMIity.klyfalr4usaasRcDtd�9DwtSa cpt�atdls"fuppmaldamsion�.CmmlNus"pp8efondd'utdolmmanNmmeapwmdone BIimM. BlaaW SnnFigilMt .-d-WbySrtry-3agTeClmPasybriuoadt�ni�F9FZ/62.A1mDanrpheue70gpyggmtateepmTdpb�mtalx�dbya`-IS"alidipdnaan l8 phgQSglB;adidipdmhati�hm�18 2990hi R H3A51 Southern Truss Companies, Inc. Tnlss: B4GProjedNalne: tGUTHERN 2590 X king; H-ighway 145�A Pr4e 145 >�gmrdhc V g Fort Pierce, F134951 Date 51=17 2.00 PM 1M TnW Coll PAN109, (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Paw: i Dt'2 • Nk3sactr 2016 ll3 [Bmld ]O] Material I):7tahase �etsi� 1558 Stan Pitch Qy OHL OHR CANfL CANTR PLIES Spacing Warmy 2140 5/12 1 W 04M 140 1-" 1 12in 91Es 6-0-0 4$-0 l 4-" I 6-0-0 6-M 108-0 15 4-0 214-0 4x5- 5x7- 4st5 - 3x4- 4x4- 1x41 W- CJ6 J6 DKI EXIJ6 J6 C.J6 J6 0-0-0 0-0-0 1-0-0 5-0-0 4-6-0 4-" 5-0-0 1-0-0 6-0-0 108-0 15-0-D 20.4-0 21-0-0 Loading 1 1 General I M Summary Deflection I✓ (loc) Allowed Load (ad) B1dgCodm FBC20141 TC: 089(1-2) VnTL• 031 is L1691 8 L/180 TCLL: 20 TP11-2f07 BC: 078(0) Vrtu— 0.13n I LIM 7 LrM TOM: 7 BepMb t-- Fb Wb: 037(34) H-TL• 0.1 h S BCLL: 0 D.OL: 125% O.PFB ,V-15 Reaction S6nnary Tr Type BMO-bo BgRBh Maebl WBMV41h M.R= Nimca 1W M! WisdLbBt Ma tW M fhi I Pn(vbq I Sis . Cm Masotry 300'n 1,10/bs - .643hs -Wbs labs 5 RM(WM I 1 Sis C—MM—u Mob 1,107bs - 6431a -Whs Obs Material SwMary Bracing Spry TC SP(AL9'X2013)M22t4 -,Pt Tca drlg Slsmfdar%kewISO,Bd'�s odby0hes 2-4SP(ALSQi2013)SS2t4 BC SP(ALMS-M13)Q2a4 BCBrdit StmisdwPUff—t2-11A?wb&*nby0hes Flhs SP(AL905-2112)102c4 Loads Spry I)7b'stss�hazbmsdrigedforhedTeEdeb 10pdb.1b dvdMbApbW dba& 2)7lfs�b.b-dcgdfwt—Teaofaidba&ih du-uAASCE7-WvAicobaiCg diielipt 160n¢hffrnekBB>�er Y*EdAGlbbFiRHWMC9eMU([-IMOwdBU, l .tQf.473341,=1Sftl'1tE,dZ—Tr.AN:kcmdadt..O.c LDOL,lf0,OCZ—Wdh4ft 3)Mi—.g.w_ti&gu..d.-,.hlBCTdt1607.1husvb®appfei Load Case Lrl: Stdl he Lcad Point loads Menbc Lorain DGnim L®d TtbVWh TopQsd 60.0 D— 576s Bead 60-0 D— 38hs 7bpad 6412 D— 80hs 24h BotOd 6412 Doan 6hs 24h MpQsd• S412 Doan 8obs 24h BotChd W2 Doan 6h 24h ' TopChd 104. Down 80bs 24h B.tCld 104H2 Doan 61s 24h 7bpChd 11-34 D— Bobs 20, Ba Chd I1.34 Dmn 610 24h 7bpChd 13-34 Doan 80hs 24h BatC d 1334 iban 6hs 24h TipChd I3,34 D— Bobo 24h BaQd IS34 Dope 6bs 24h TTQd 154-0 Doan S7bs BatChd 1540 Dmn 38bs 2t10 1 \� , PE 7 ; STATE OF a I \ OR ' C O`Rt0 '����� I' (7) 18 ;ahili.sdbma ligls tatmo 18ppssgepbe • Souti�ern Truss Companies, Inc. Tniss: B4G � SOUTHERN'.2590N ldn1�Hi � wa Y ProjectName: 1452�. Tnl§D*pw.. dhc - IllusS:..'Fort Pierce, F134951 Date 5/17/1017 20U25PM CMTanMtsduficwdomill lit (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 2af2 • �si� 2016113 [10] Mata3ialDamhasevecsio¢Bmld 1558 Span' Pitch Qty OBL OHR CANfL CANrR PM Spacing WGT/PLY 214-0! 5/12 1 000 000 1-" 1-" 1 12in 91 fhs LDadCase Dl: StdDeadlmd Po6t1 Loads Mmb, L—i. Mi. Lmd T`bywdh Topaid 640 Dorm 17hs BotCtd 6" Ibsm 63hs TopQtd 6412 Dtssm 31hs 24b BotChd 6412 Doan 42Es b(h Topchd 80-12 Dorm 311a 24h BttOid S0d2 Dm 42hs 24h TopChd I0412 Du 31 bs 24h BaCtd 104-12 Doan 42hs 24h 7EpCtd it l M 3110 24h Back! 11-34 Dmsn 42hs 24h Topod 1334 D— 31 bs 24h Bo[Chd 13.34 Dmm 42hs 24h Topod 13-34 tk— 31 bs 24h Batdsd 15-3-4 13m 42hs 24h Topod 15." Db 17bs Botad ts-" Dove 63hs Member Forces Slmm axy @bbndtatsMmbclt�mm (S,max taalfo aq(maim^Tr fa¢idiFaedfivnnm m®Ifata� TC II-2 I 0893 2969ts (-2599bd34 0479 z799hs (,2,418W 0352 79M (fi10hs)I36 0374 smu Comledions Smeary .. TT6 � { .. J6 � � , ... BIG .` ._ � 6412 ... . 270dg . TT6 _ 16 BCG W2 270ft _ TT6 -Jb 84G,." x `•. 10412 ". 270 TT6 36 BQ 113.4 2V t8 . TT6 36 BIG, " 13-34. •;27 ft . TT6 J6 _ BIG 15- � ..... 27 ft Cf6 .. � BKi-�.. . _ _ _ 1540 225drg. Notes: gAt3aiyaamol I,Cq=IOD,Irashmtttpp5rdofiepYeLtrsltts®ttmd�naltsasspmi'dbyEroTm�MnndenccpeN3l1A I-20029®tt242 APB 3)[�lwidt�l6mmrrsl�mMWFlLSpdy1>3dgg. �� Q�.•��GEN3F •.•,����i PE 7 STATE OF ORM r, i• 1 w p SOU�Ierll Truss COtI1�13II1t Inc. TMM- Cl SdUTHERN; 2590 N.1dng; Highway Pt jedName: 14-9,A TimDesiper. &c Sdhticm� • m 4 5 Fat Pierce, F134951 Date: 5=017 IW.26PM Tn>� ;QMPi41111ES, (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pag!: 1 ae1 . NbrSiam 2016.10 [BURd 10] MalaialDamb6wrsu 1558 Span Ptrh Qty OHL OHIt CANTL CANER PLIES Spacing MUDPLY 1740 5 /12 2 000 04M 14)40 00-0 1 24 in 66 ffi9 17-" 5-7-2 3-4-14 57-2 340 174)-0 4x5 - 3 12 5F— 12 �5 I 1x4 \ T2 T1 W1 \ 9 4 2x101 3x71 4 1 0I 3x4 _ N2 1 1 , B2 B1 T 5 T s 3x4 - 3x4 - 0-0-0 11-0-0 8.0-0 84H) it-0-0 9-0.0 17.0-0 Loa&ng General C& wry Deflection L! aoc) Allowed Lead BB,gmdc RC20147 TC: 063(b3) WTL• a25h LnO6 (6.1) L/I8D TC[L: 20 TR I-= BC: Q77(5-1) WL• Mh L/999 (6-1) Ln40 TCDL: 1 7 Ra?Mblb—= 4a Wb: 0.I7(i5) BoaTL• OfBb 4 BQL: 0 MT 125% QapFam ,ita�15 BCEL, 10 Peefllias(1ndCYAnek (15.IQ-3A) (2"3.1332) (304)3-I3A) (42-7A•11,%) (5:1-123-8A) (60QW-I2A) 12eaCtlon .5,W ' -Tr Type BMC-.bu ftymh Mabel RgdBMVAth M xRma M-G-LW M.%dbbff Ma 1te Maxlbc I ph(-]D I I lb C—M—" Mon 664fs - -282fs -2821s 55fs 4 BRai(Wm I 1 Sb Cgme m—.y 3ODb 664fs - -292bs -282bs Ohs MatP_rlal Sum3my Braang SMMN'y TC 6P(AL905-2013)122.4 TCB.,ig 9mfdarAxiau4AQAp(ndajpby0k. BC V(XM5-2DMM2.4 BC&adg 9nld.FAzd7-K%%depby0Ms albs RP(AL93:2012)43W Sid. SP(AILa062Dl3)fd2x4 Loads Summary I)T)istus hubmid dforAedf�Bcb 10pdbaCmdvdbyebadA dmdbada 21n�.pgloslxmae�d�lgf.: aama hv�/-Io.� krpgp�ddnd:pe 1wn�ndgu e�yI �bb�fagyRR=In�a�pfBna 1Sas4016c47.1(b=111 ltFsd2mernrgAFL,gdw�oasdeelnRrlf0.tx7mewdh48 3)MFu%h2MMdanM%lhlHCTib61607.1 h —mb=Appid , Member Forces' M&id=Manball\mb�(51—p lfu4(a®rycfam3'dbfaesfmnasxamifp� `` \ M, �C xim 71C I-2 0.485 -I 192fs 2-3 0ml -933h 3d 0629 .971 ft 'LENS,'• BC 4.5 1 0.749 �Ofs 385bc 51 0.774 1 hs 6Ab) VItEs 2-5 Q141 .341 fs 3-5 0.174 429bs (-89bs) \`��' • `,0 �` •.` �N N1� % PE 7 `• t)NgiaYyat,olCq=IDQMbm�ggfelblcpbbbeilnvebaacdbyhTn6sMandantapaAlSlfA l-E7D25am�242 JIr� 1 2)LiatlwidupTPommosbadmMR7RSODyhaffig _� -� /� _ — 1 STATE OF op�i N. OA L ORV'D .- S/ONAI. i /111111/1 bLDI7�Aagyafdrsd��-��++�bfra�mmifaAr.7hdegndl(s'�ndgltogi.6aalmde�aahmd�im�e6mgidbyfnT�Mnndaucudidsupmframaagadmmpke�afhidomesnafoAilyheBuifig iL�jcAalmh'sdaai6i�dnaa�armafPaf®udagnmirgn>posbij'�blYfQlr>�artyveud mpytdzRe�Segeadh'7mpuaeainfmnaim&GaaalNoes"pggefaraddacil idamrv�Am.bnrpkadolbe BrianhiBlmldy nandaogalbyS�gmi9v�TeCanp�llrci�aombn¢wi�F9L7/6iNmpmrpiaa�elDgso�,udmmfe�mTdpbts?iefpbaNbya"-18"alufiidae;an IBgau�plxrarSH18 ;ai�idaaal�b r' IBgdgphe 1 2590)i R A3495I • V-M, On Southern Truss Companies, Inc.' ^" ` SOUTHERN.. 25901N fang, Highway > �e Da.,f@ 1� n TRUSS Fort Pierce, F1 34951 Date: 5=17 2OZPM CQMPANiEt (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 cE 1 Vxim 2016.113 [Bald 10] Material Data6Bse vesi� 1558 Span Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGTIPIY 17-M. 5 /12 1 080 00-0 140 0-0-0 1 24 in 66163 174)-0 5-7-2 1-0-0 1.0-0 74)0 5-7-2 s3.0.0 10.0-0 1743.O 5x6% 1x51 4x5- 12 3 4 5 72 12 —1 IS 5� 1x4% T3 T1 W 3x3) dI a �WO1 6 I 1 I 3x4-� 1 1 B2 B1 EAT T 6 7 3x4 - 3x4 - 0-0-0 0.0-0 1.0-0 84-0 8 40 1-0-0 30.0 17-M Loafing General CS1 Summary Deflection a (loc) AIIowed Lmd (psn BBBCadc MC20141 TCL: 20 TRI-2007 TC: 0.53(3-4) VL• 0 InT27n W. (s0 BC: 0.75(7-I) VKLL OO6n LIM (8-I) L1180 Lf2Q TCOL: 7 RpMkbxsmsw -a BBs: 0.17(4.7) H=TL• OIIib 6 BaL: 0 DM: 125% Qer&d V15 , � B: 10 ISa1011�QsdCl'Asiek (13-1423A) Ob4,14332) (3b13I1781 l4D03490.1 (5043,80.) (6&741190) (71-123450) (8041-1200 Reaction Smeary Jf Twe i B, C,,, HxV05h MUrw RWBMVsblb MuRma Mms(iavam M.VkdTTpW MUTJPm MUH ii 1 %(WM I 1 8is QxXMMdamy 6 HM(VRM i 1 Sis C—MMM" 300h 651 Is - -282ts 300n 649hs - -Mbs -782ts 49bs 7821s Ohs Material Smeary Bracing Spry TC W(ALVQ 2013)f1 W DC SP(AIS]*20I3)022.4 TCBmdv &.tei.empc3-5:2w BCBmft 9smfiad.F kws61OAAe dOpby0ke VObs SP(AIS7b2012)03h4 wr 8P(AL405-2013)W.4 Loads Smeary I)m'sumbssbmsdsgW8rt—Td s6»IOpfb.bsnd.dMtmdpbsdzdbads 2)Th'snffihasbmsde�s�forlydfasofa dkedsnamdan¢ursA4�7-I0aislrtobw T—&-rod:p1(I=IDOAOsmlBiid >sw401bc4733ftba15ftruEridZ=TnznN:Rcada&mnWffdDOL-ifiD,Cc7aewdb4a d 3)MrnvnstngmichaSgnco�ma���,.s1BCT bk1607.1 bssm[bms ```,11 I I r l,l' TC fary� 1+N ad"�Mmbal4max($ maxm®lfaa5(ms maQrfamVdita >fffmnn®u�lfam) Member Fdree$ OWl W 4 3.4 0 0.492 -10 1SO isOM0ts 56 0.499 -956ts \`�\ _` M �e�n I'/�i/ �•y'/L� II 51-2 2-3 0 Ants 45 BC67 0730 8191. -433 7-I 0364 -BfDEs 0.751 1— -86ha1 \VRK"� ': '�� EN •.• / �� G 3 2-7 0.131 318h 47 0.167 411f (-82ts) albs Notec__� PE7 I)Agsaiymsealfams;Cq=IlIO,Isasbangpislbfephebeals®ssxdssaOssalsmas�ml'diryfnTnssMem>faooepaAT9/IPI I-2DMS®s241 3) bndmMW Imia6dsspBbmsiusBtSUdybaft 1 — 1 ^C i STATE '•.,,CORtD .•'�?��� I /llllllll f� TDrt�MgyoF6isdm�s9a16efimii3dbfma�nmtsaa.Tledai@sdlfsi�vddlo$'skmdmh�Saimudsapmcca4pfe16yfeTsusM.srdauceMsdmupmhsmvsry h�cA�lmlisdiang6^ °A�P���9iB Q mdm,sgllls�oFhenfune2msafoslsbyteBmYsg � due�Smhemsa addle'1ss�uanisdamaimpogefaaddvdNa�imAlmmavph�dal6e BriaIIly Bkaldy SnxtEm#76051 msvlaoaalbySsspsn3urgT-eCaspssyNenamvdassmssdsL4i,2762.A1mnmorplasme708mgesn�IcTai'dpbem�6olmelby�"-iS'sdofiidm>am IB�ptsear'S# t8 ;a6ifsisd®tsahi�sb®s IB@upbe 2990TI R A34951 Southern Truss Companies, Inc. Tom: C3G SOUTHERN 2590 N. kin Ili Pra]cdName- 1452-A ThnsDesiq= dbc Sd ,,,, :-BOSS Fort Pierce, F134951 Date: -54=17 20027PM , Tmss CQMP$NIES. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Par.: Iaf2 Versim 2016.113 [Bu5d 10] MatmialDatallasetetsiaa 1558 Span' I Pitch Qly OHL OHR CANE L CANf R PLIES Spacing WCr/PLl 1w. 5/12 1 040 &M 14)0 1-" 1 12in 731hs 3) F 6-0-0 - 6-0-0 6-0-0 6-0.0 12-0-0 16.0-0 CJfi J6 J6 J6 .10 0-M 5.0-0 M1-0.0 1 6-" 5-" 1-0-0 6-0-0 12-0-0 17-0-0 18-0-0 Loading General C& & mtuy Deflection L/ (loc) Anowed Lad (psf) BegCadc FBC2014/ M am9A 022n U189 (5-6) L/I80 TCLL: 20 TR I-20D7 BC: 067(5-7) vlax- 007h LIM (5-6) UND Tom-: 7 RVMbrl— Fb Vjb: O.I7(2.7) C dCmL• OhLP 1 X1999 (1-1) 2L/120 BCM: 0 IDOL:" 125% OaNQi[Z 0h 21./0 2L/O Reaction Spry 7T TM, C=ba EmUh Mavw BodBmwdh M.Y d M.Q-tm M 1RdLbat Maztm Ngnf ¢ 1 Ph(VIhTj I Sh Ca WE.,my 300'n 877bs - -5071. -507bs I8bs 4 HM(WA I 8h CmamMam y 30D'n 8flhs - -507hs -507bs Ohs Material Shy Bracing Simmrary TC TCBaag 9imtd P ffsm4-54%%dmgiby0f m BC SKAL9C670MSS2.4 BCBaag S-fWwhak-t3-1C4%fnd.gpbyCt— Ras 8P(9-906-2012)#22s4 2s4 Loads Sum inary 160nraiSutisakE�md.FWyFi�Cn6bfipBulGBCH�uYIIQ�1D0),OwamNg 3)1.siumsnMS...I�^ftneoad.M,.hMCTabh1607.1husMb-qpW Load Case Irl: StdLim Load Pbfrn Loads M-4- Lamm LSom Lard Tsbyft Tapcw 640 Do- S7M BaCM 600 Don 38bs TopOd 6412 Da 80bs 2 4h BDtChd 60.12 Don 6bs 24b TapC d 84I2 Don Wks 24h Barad I 84I2 - Doan 61s 24h T.PChd, 9-114 Db sobs 24h Whet 9-11-4 Don 6ba 24h ' Topcid 11-11.4 Db sobs 24h BaQid II-I64 non 6bs 24h TopC d 1200 Lbws 57bs Baal 1240 Doan 38ba InadCase D1: WDeadlmd Point Loads . Manbc Lasim Iieem Load TrbyA% lbp0d 60-0 Don 17bs BasOd 6-0-0 Lbws robs TopChd 6412 Amn 31 bs 24b BaQid 6412 nmm 42bs 24h 7bpC d 8412 Lbm 31 bs 24h BaOhd 8412 Down 42bs 24h Topdd 9.11.4 Lbssn 31 bs 24h BRChd 9-11-4 D— 42bs 24h 7tPChd II-11-4 Daum 31 bs 24h BaChd II-11.4 Don 42bs 24h TapW 1240 Dam I7bs 2x10 1 1( nanM. Bleakly S�a¢EngtA(IISI Southern Truss Companies, Inc. Thm: 06 SOUTHERN' 2590 N. Idng Highway edNmm �• O Sdd=TM TRUSS; Fort Pierce, F134951 Date: 5271LD17 2.�028PM ^''Y^��TL- - ..CQMPANIES, (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Psi: loft Vesim 2016.1L3 [Bu0d 101 MatmialDatab=vasoa 1558 Sped Pitch Qry OHL OHP CANPL CANrR PAPS Spacing WGT/PLY 84.5, 3M6/12 4 080 000 1A-3. ON 1 12m 291hs Sa-5 1 1-9-14 333 333 ' 1-114 ' 5.1-1 8.4-5 I �, � ( TCL: 20 TCM: 7 Bal: 0 Reaction Spry Z 1x41 J2 Ja J2 C3G B4G 0-" ,1 1-9-14 6-6-7 0.0-D 8.4-5 General CSI Smumary Deflection u (IOC) Allowed m(800dc FBC20141 TC: 061(13) VnM- a13h L/560 (56) L/180 TH I-2D07 BC: 047(5-6) V aL L. ODIhTP L/939 (54 LI740 4Mbrbo Fb V4b: 0.12a4 pNOHTT: OD9hLP 2LrA43 (1-1) 2L/12D D,QL: 125% Cad CHU- ODSh 2L/678 (1-1) ZL/120 2r Ave 1 BRCmbo BRVOdh Maesl RodBRVAM M.P ad M=Gwtw M=UWIM 6 VhMI) I 11313h C—MM—W 300h 138bs - -121 hs 5 HROI(Tms) I 15is - 3DOh 114hs - a4hs 4 Hug.) j I Isb - 3DOh 75bs --,�,�,,� -73bs 1r17Ateilal Tc Msl�a1'y4 � Aft% fpMOhaa BC SP(AMS-2013)122a4 BCBmig Sh®t,alarRA w6.3 kP4&de�;,byOha VIRs SP(AL97,2012)I8 a4 Loads Spry 1)71i.wsWbm,dab,aliQhdfabdorb IOPMb dmdimWdplsdetdbads 2)7h-sa-hasb-d*dfQlydfmSaFaidhadshaonnhnxanA9lf7-IOa1,hWbuirguaddandiput 160s9i,uE,,,akExpmaaC,full'Edatl,Ca66f;f4HNigO+�aYR([�1D0),O,ea1B 1bs40ffi4733 fth-15ftNFa6sdZ=Tns,N3cedw�b.,sdeeiDRP160.CCZ—Wdb48 3)Miimm®npach&gha®das,eai,BFCTabk1607.I ha banappid Load Case Lrl: S1dLmLoad PWW Loads Manba Lo afm Iisfu, Imd TrbRBb BatCd , 2-11-0 Up 27bs TopQd 2- .0 T4, 13bs BaQd 2-11-0 Tip 271s - 7bpod SHIS Lw, b 42hs BotQd SSIS lip 2bs Tepod 5$IS Ib- 421s ' BatQ,d 5.8-I5 $ 2ls LcadCase Dl: SidDe adlnad Pohd Loads Mmi. Lonfm MIX(m Imd Trbymh TvChd 2-II-0 TIP17bs BotQd 2- -0 UP 17bs TbpQd 2-11-0 1,1, 17bs BMOd 2.11.0 TIP 17bs Tapod 54L15 Ibas 14bs BatCd S4L15 n m 20ht Tepod 54-15 Db 14hs BotQd I 5-&15 lbw, 201s MembwFoicesSm=a1y Th6tid®tsMmhcR�mar(Smaeahlfuq(ncvmspr{ot¢8difsea6mmax®Ifoo� 330bs -1211a 96bs ails Obs -jibs Obs ��� Qiv.•��CENSF'�;��.�i� PE 7 / _ I STATE OF ' \ 18@ugpb;w%V 18,ub3,iffhmatthmso, 18 e Southern TYuss Companies, Inc. Tnlss: 07 2590 k fangs I-ighway � �` 1 �' SOUTHERN �€= • -6R(j FcatPierce,F134951 D �SG 5=17 2ODZ- PM Ccc�aoart!Sohmr�tM Taus cOMp{ mtd., (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pax 1 af2 •Vargm 2016.113 [Bm7d 10] MaterialDatahase 15% Span Pitch Qly OHL OUR CANrL CANER PLIES SpacingWGr/PLY 10.5.12 + 3Si6/12 2 00-0 0" 14-3 0" 1 12m 3816s 10.5-12 1-9-14 411-12 , 3-8-2, 1-9-14 6-9-10 10-5-12 31 7 1x4 1 FJYJ FJ-3-1 5 ABG 0-" 1-9-14 4-11-12 _ i_ _ 3-8-2 1-9-14 6-9-10 10-5-12 Loafing I General (Awry Deflection L/ (loc) Avowed LMd (p4) BBgcsd= FBC21114/ TC: O'Spa) YaTL• OWn 1.1999 04) L/180 TC[L: 20 TRI-20 7 BC: 0-51cm) )6RSY Mi. L1999 (56) Ln40 TCDL: 7 RepMbrbcmt Tb Wb: 0nv(l dedcMT-• 0.IIn 2LrAo (1-q 2L/120 BCIL: 0 MT: 125% �� cdc iu- 004n 3LMS <I-q 7L/170 BCCL: 10 HasTL• 004n 4 PacOtEsa (1542-2A) 24031090) M-12,,-,ZIfi) (60.OI-M) (7.I-03-M) Reaction .wry JrTwe I ftck o BneVWh Maebl RadBmVAM M.P-d MeesC4avibal M.%dw Mazibat Nwfbi¢ 7 F4t(r I 113 n13h C Ma-q 300n 390bs - -212bs -2121s IION Rd(I'n:s 5 H) I ril - 300k 3211s - -164bs -1841s Obs 4 Hw((nw) I ISn - 300is S7bs - -72bs -72bs Obs Material Sbmmary Bmcing Slmmnary TC 9'(AL90ir2013)492t4 T'C&aag 9mtdmAabsat63 %P.%daptby0lna BC W(AIS052013)Q20 BCB+am; 9em/dwP.&sas63-AP fhdapeiby0h- Was c9'(AL935-2012)032t4 Loads Y 160nphatimCEvower,TblyF=b946bbf BalftOkkMyR(1-100)O=21BUy' LmdCaselrl: j 1dL=Lmd Point Loads Menbc 1 LOtefm TSe6m L d TtbRBh Topchd D— 32bs Bot(bd 347 $ Sba 7bpOd 5.47 D— 32bs Bo27d 54-7 Lp Sbs TbpChd 7.106 Dann 71hs Batod 7-106 Dmn 4hs ' Tupad 7-106 Dmn 71 bs Batc d 7.104 D— 41s LoadClawDI: StdDead I oad Point Loads Mantic Iuw[n 1liafm T.md Ttbyl& T.pQ,d 547 Dmn 916 BaQd 547 Dlmn 14bs 16pdd 547 Tban 9bs BaChd 547 Tbws I4hs Ttq(M 7-106 DM 27bs Bat(3d 7-106 Fme b 37bs TbpChd 7.106 ntan 27bs Ba[Chd 7-106 Tbao 37hs Member Forces iy 7A6ti dn>SMmbclgmat(9 maamlfaq(ma� ¢faa idtTaatOanmac®Ifaa) PE7 ; STATE OF OR LORM i�-ZZ c1s SQUTHERN. ,�P�7A1 ''TRllS`3` Tbw COMPANIES' .�201hll3[B1R1d101 MaterialDatala�leJ9a 1558 Span Pitch Qry 140 5/12 4 Southern Truss Companies, Inc. 2590 N. king Highway Fart Pierce, F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax OHL OHR CANrL CANER 000 000 148 000 1-fi-0 i 1-fi-0 1.6-0 12 51f 2N T1usS.. J1 ProjectNanam 1452-A TR2isDcagor. dhc Dart 5J1?I2017 2MZPM Page: 1 ad' 1 PLIES Spacing WGDPLY 1 24in 51h9 0-0-0 0-0-0 Loading General (SI Spry Deflection IJ Qoc) Allowed Lmd (pd) Busc3k rBC2014/ TC: OD6(1-2) {MTL- On L/999 3 L/190 TOLL: 20 TR 1.2IO/ BC: 0.11(3.1) vltu_ On L/999 3 L1740 TCDL: 7 RepMbrbo I& RID: 000(I) CudO R,_ On X./m (-1) 2L/120 BOLL: 0 DOL: 125% Cdteaiu- On 2L/999 1 2L/120 BM.: 10 HmcTL• On RatDlEsesQts2CYAi2k (13142-3A1 Reaction Sw mary Jr Tvoe: I B20'sbo Bmvk% Ma"W w ttyAih MaRW Maxli-Tw M.Wdw MaxLfiEt M.H i 2 Pn(rns� I 1 ISn - 30D-n 93is - -46bs -46bs 4L222h 3 %(WM I I 6n C==Mmq 3DD'n 27bs - .4h -41a 4L292bs Material Spry Bracing S1m>mary TC TC&adg 9natdWP**W104DA%isdmt pby0has BC 9'(AL9Oi213)922.4 22s4 BCB=g Ste WwRd=t6.3ARdndab by0hm Ras 1 Loads Smeary 1)Th-sv=h.sbemd.6Wai—TMBeb lOps(bolmdbtdiuelmdpis6eadbaek - . 2)Th'sb�hasbemdes�edforl�edr�ofaidl�naavdae¢titA9�7-IOanlxrabaige�defmlipt 160mphs►fret,F�cC,rviyFid>�febblipliei���gyRQ�IDOAQeaIBtlg Dem40ft><4733ftb�15ftbb[EdZa TnegNdrnd-6P.H..iD(IP160,0CZa Wdh4ft 3)Mimmmsaa1hadignamedmm.&MCLbkW7.1 bmmtbm gpisl 1KCIDI7Pr Forces �ry TahkndatsMembcRlymu(S,n��®IIfaQ(mmoanp:tam•3'�1aso0unma:omlfaa) \\\``` ■ ��,,''�i/ TC I-2 1 OD57 -273U BC 3-1 1 0.105 292is-1381.1N Vag - PE 7 ; STATE OF ��i•. CORIO.•'��N.. A1.1\\���� 1111111 t� t IBppsgepkt ( R:,sim Material 'S'c' TM Rim 2016113 [Build 10J Dat xwveesica U% SOUTHERN'' 71iUS5. XOMPAIY.1_ • Southern Truss Compmies, Inc. 2590 N. ldn I$gh� �' Fart Pierce, F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Tom: PMectName: ThimDe*cr Date: Pam: J2 1452A dhc 5Il?1Z017 lWMPM 1 of l Span Pitch Qty 2" 5/12 8 OHL OHR CANrL CANCR 000 a" 140 00•0 PIS Spacing WGrAly 1 24m 7N 24)-0 I 12 5� To tx41 3 N I X6 - � rt 1 T I I ai 4 5 1x4 BCJ6 smmtssud 0 0 0 0-M LOadmg General (StSM L/ (loc) Allowed Lmd i (psi) Busoodc bBC2Dl4/ TC: 0.10(2.3) MnTL• Ontr WM (4-5) L/I80 TC[L: 2D TPII-m IMechon BC: 0." (5•I) MrtLL. ohUP L/999 (4-5) L/240 TCUL: 7 BCIL: 0 RgiMbrl— lb DDI—. 125% VA: 007(2,S) hrNCl M, ODIn 21.1m Cuv CH[L• On 2L/999 (1-1) II./12D (1-1) 2L/12D BCD-: 10 H... . 001 is 3 1%e0(iaa(LaX�lv�k (15.142-3M a0*4390) (5:14?-M) PeactloII S1mnIIary 1f Twe Brz(bndb BrgVk% Mesabi RadB VI& MarRma M.Ck-tyA M Mndl)* Mm18r0 M.H�k 5 M(WI) 1 an CmstatMMM 3DOb 226ffi .fobs .tabs 931a 4 HRa(rna I Ion 3Don albs .44bs -GIs •44bs Obs 3 HROI(rmm) 1 IS is - 3DOis 36ba ems -276s -30ft Ols Material sdommy Bracang Smmm" TC SP(AL9b&2013)t22s4 TCBarng 9nfda•1laissm63QAvisda�sby�es BC SP(XsM2013)f22x4 BC&.&g 9smbalWAdMril00QBufnds8 sby0h- Wbs SP(AL9>r7DI2)}B2,4 Loads Summary I)Tb'ab-basbmsd.j�mfW*.draEBeb Ioaababmd�abKmdpbsamisds dd.diQt 160mphcknakF.�cmf+FdyFndiai.(LM�Hp,BsiG14�8bYR�e1m).Osall➢1a 2)T7ismshasbmsd l5l%N3 cdZ=Tnzdtadsi&dN db m ff.LML-IAD,(rZa ILsss40fi:a733flb=15flHtBd7merngH�lcedw�mrmdaai➢(IP160,Gr7mewdhaR Wdh4 3)M'usu - fnlg ienwn&—vAMCTabk1607.11osmsbmappid `,,►��'��,,' \` �, MemberFoTCeS SmmaqTAbbFdnlsMmbcltlmaz TC I 084 -2 0-751a 2-3 0099 -2Sla C3 �2sbs (smmnpcfo¢3dbraeuOmmammflfuu) �st:p \ bIc Mobs 4s o099 OIs 2-5 0069 219b SI 0114 931. -19bs) \\`\ `A\_ * Y.• �CEN$ . ( / �. � j s (425M) • �� • Thy-to-trw Connections Soucy PE 7 ID CmselTsus9 Cenvi¢Tnns QrtvnEORs Am* TT3 32 C36 211-0 2 11-0 .. i t` .,456a :- lvar� I)Agsaaymsedfadv,CisfwUa msbmssPPWbhepnehealm taad sWm..jmY�byhTmssMmsdsmcpcRSAH 217�:e.nMm.�ricfa@aphmlibpmimWy/Qw�Qdm3us®IWnnim9elfepvs;blb STATE OF b 2� Soufhem Truss Companies, Inc. Tmss: DPn7jedN=e: 'SOUTHERN 2590N. kings Eiighv(ay 1452-A TnxsDzsgper. dhc 'Muss ' Fart Pierce, F134951 Date: 5MO17 2UP30PM T;,� CQMaM lES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax P 1 ort 1 . ve,6M20" ([&nld 10) MataialDe(alraseae 1555 Span j Pitch Qty OBL 0M CANEL CANrR PLIES Spacing WGIYPLY 3" { 5 /12 4 00-0 ON 1-0O G" 1 24 in ills 1 3-" 1� 0 2-2-0 3-" T Loadng y General L®d (psfJBH90Dd. H3=141 TCLL: 20 TP11-2007 T2(-: 7 BgiMblfi m Ms BC L: 0 DOL: 125 Baal 10 PheOliss(ba7CYAnek (13142-3Q) (2D0m Reaction Spry Jr Tvoe &¢C.& BMVI& M.21W 5 Bn(F6i) 1 8n C..Mm on 4 ARd(C� 1 S i1 1.5 - 3 HM(fms) 1 ISn - Material Smeary TC SP(AL9JL2,13)M2c4 BC SP(AL90:2013)122x4 Wbs 9'(M305-2012)i02c4 ,2 2 0-0-0 1� 0 2-2-0 1 3-6-0 CSIsummazy Deflection I✓ Tc: 010(1-2) Mn7L• obit L1999 Bc: OW(5-1) v9M. OhTP L/999 Wb: oD9(2-5) cudcFrM. ODIb 7(-/999 0ard/0H(L• On M1999 PMTL- ODI b 0-0.0 (loc) ARoWed (4-5) L/18D (4-3) UM (I -I) 2L/170 (1-1) 2L/12D 3DDb 214ft - -66bs 3006 30he 3DD'n 496s -55bs Bradv TCBnd{g 9.dwdwftis9634%%dspbvM— BCBmmg 3imldarAuiaet14014Bui�daip�bypies 1mdb.ds - loanle(obaigmadd-idiQt 160^ghutrtakE�mRC.R01'Fidml,Csli:HRIE��YBQ�iDI�.O'ca3ID18 =Id0,0CZ=Wdb4ft Member Forces Summary Te6ki d®SMm bcl4maCH mazamlfaq(mam��.fuv7ddlamtfmnma�ublfm� M 1-2 0.101 -154bs 2-3 0032 -466s BC 45 0074 Obs 71 O0W 159bs aft Wbt 2-5 OD87 274bs (-148b4 Thiss-to-tross Connections Smmoary TD C ddTms ChmftT— O-A*QTM Anpl: T79 D, C(7 587 45dg 317, 1)/q�eip m�dfa�Cq�IDQbasLmi�pTdntepbebnl�md��ala�Tm7'dbybeTmsM-6a cpmO&IMI-N1029im242- 0bs ,isbs ohs PE 7 STA'! M t 4 E � lllJJf ' //�.c�•:�L ORtOrr.% ♦�v xNN i►rrntu �q Southern Truss Companies, Inc. - 'Truss: A • •� " SOUTHERN 2590 N kinHF gghway PrD ectName: 1452A TnxsDmip=.. dbc DPI sotl>bD�1M �n>ss IRIISS :. CQMPAIYIES: Fat Pierce, F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Dare 51T?J2017 IM31 PM Pam: 1c1'1 • NE&M 2016.I 3 [Bmld 10] MatmWDaL6asevmsim 152 Span Pitch Qty all OHR CANTL CANER PL11±4 Spacing W DPD1 4.00 I 5/12 8 ou 000 140 004 1 24m 12N 4-M 24-0 1-0 0 4-0-0 m 1 x4j CJ6 CJ6 0.0-0 0-" 1-4-0 248-0 4.0-0 Loading General C91 Smmary Deflection li (loc Lmd (pd) BYigmdc FBC20W TC: O.I3(L3) VdM* Ou L1999 (4-5) TC L: 20 TPI I.2007 BC: 008(45) YnIL• OMP L/999 (45) Tom.: 7 RepMbrbm lh V4b: 0.10(23) O dcF R l 001 n 2L/999 0D BQI.: 0 DAL: 125!i �sG/(Hff. On 7L/999 (I-I) � 8.: IO H-M. On 3 1'he0ffasOm7CYA5ek (15-142-31) ( WD 4390) (51-aM) Reaction .�ry Jr Tvoe i Bretrnibo BreRdh mavw RndBmykh M.P-d M.Cc jL7p a MuW dLbM 5 Yn(V4 1 1 8n Q,c Mssmy 30D'n n7bs - -71 bs 4 FIB CM.) I ISn - 3D06 41 Ls 3 HU(Tnw� 1 ISn - 30D'n 65bs - -67hs Matel7ai &Mma1y Bracing `may TC 4 63-0w� a�byrn,s DC BCBF. S-WmRd,.dl00 ?kvf.&pby0hn h4 (B�PP((•A.•L��.4'!•K�7�013)A22,4 rY 1 bm�d lfbrledrdsdm 10p fbM.&odf b dosdadba& 2)m4Dft-ns3fth-Odra•MdZ�Tnidhedsne�sn•ssil�'J-Io I/0rtphs8nsfi>�m•eC.RdyFid (i36bAPs C YB(I-I0D),OsaslB� D,CCZ V,dh4tfmdipt 13ds40axa733 fth-15ftbbIP�d7merm$Nirmdadt msmdddl]Qr160,CCZmewdha8 3)M,ium�omso',agetl hed'igno(tmadar¢o�)BCTaffi1f07.1 hunmbmi ppW ML`okm Suma'y embe,i TbF^� RMmibciQmmc(S,mmcnmlfo�e,(na�r�pr fdx8'ddfas[fmnmaaelfaa:j TC 1-2 1 0.112 -182bs 2.3 0.M lobs BC 45 1 =I Ohs 5-1 =I 1761s -32hs V4bs 2-5 l 0101 318bs (-168hs) TkUSS to -tress Corrections Smmnary ID QsseiTmss Tins - paed� TT4 A 06 58-15 31'4 7/ DAa®�rmmott•m,�a-In0.l�bon.p�ne.�hche,l��da��rmq uarmssM�.�u.epeAranx 1.2noxsaid�z4�. Allowed L/180 LR40 2L/120 2L/120 - Obs - 7hs Obs NX njk \�s� Q ,•��CENSF •,•"o PE 7 1 1 • STATE OF ; i•• �,'.•ZZ �� a '• �ORtO.•'�� �� ��111I II111\\ Southern Truss Companies, Inc. Truss: J5 SOUTHER 2590 N ling; Highway � � : 1w. 45 A S` TM TRUSS Fat Pierce, Fl 34951 Date: 5=17 2.M32PM TIu35 COMMMEt (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pagc: I of i Vmscrc 201(xH3 [Build 10] MataialDatalia.cvecso¢ 1558 Spaw Pitch Q(y OHL OBR CANFL CANER PILES Spacing WCT/PIY 560 5 /12 4 000 000 14)0 000 1 24 in 17Es 5-5-0 1-4-0 42-0 1." 5-M �. 2 5 1x4 1 B C.17 1.4.0 4-2-0 j 1.4.0 5-0.0 Loading General Deflection L/ Lmd (Pst) BUsUdc FBC20141 TC: 037(2-3) MAM. 003h L/999 TOLL: 20 7PI I_2007 BC: 026(5.1) I WILL- Ou UM TOOL: i 7 BPMbrl.— )b Vffi: 014(M) mm/CiTMl 0D4n Ed639 BCIL: 0 I MT: 125 ;G CLWCHIL ODI nLP 2L/999 D=-, IO M.M. Omn )'be0tE�0�a)CYAnek (13-141.30.) R003.990.) (5:140,M) Pmetlon Summary JT Twe I BmU.Iho BmABh Mww RodB yft Ma.%d M.G.VtoHt M.V"t 5 %(WM I an OMMMM" 3Wh 2741s _ 46Is 0-" Allowed L1180 L/240 X/12D X1120 4 =(Cn I$) I ISn - 3DOh 72bs - _ ---- -- — 3 FiRol(Tmss) I 15h - Min Ill s - -104bs -104bs Oft Material S1mlmtry4 w Bra ry*-6-3AR.%d.Mby0h BC SP(AL9C&M:3)(D.2c4 BCBm-9 9.t dwFuFsu104 R bd6pby(lh- vlbs 9'(AL4K2012)024 Loads SW03 =y 1)7bi;%—bnb-d.�Wfvledf.bd.t IOpdbW�dndhebadpbsdsdb.& 2)Th'sn�hssbmlde�dfarfnifmsofwid�dsnamrdan¢u+W9C}:7-IOa�IIeO:bai�mdfmiipe 160mphdiimgF�e(`Tu1yFnFm4(lbbniiTp,�ddr�d�olyB(f�IDO�pImlgNg 1Ims401hc4733 $ham IS$TF[Ed7aeTnm,FLdredv.�mmEem.DC[PIID,CC7ueWidh4ft 3)MnimmBaagasks3gnamadmcv�B3C7.h616QZ1 h-ob—ppid Member Force$ SumnlarYTabkMn�Mmbc)I�m QG4 mazamlfal�(rtm®n¢fudAfmmfiommm unlfw� TC I-2 O.I66 -262bs 2-3 0375 -976s BC 45 D732 Obs 5-I 0265 214bs 44bs) Whs 2-5 I 0.144 42k (-242bs) TrDSS40-tr6 Connections Smwa1y ID 6.idT. tbnvieTms dmi¢C1Ta An* TTIO 8 Cl/ 7-IOb 45dg ,Ti10 ,.:� "" ��' ..]5 .. �':. ,Cp:,;.,. ,. -, <' 7-106 ?` ,.:... 315deg Natim PE 7 ; 1 STATUE OF 23 Is t CQIfpmP . V i-sim Material S011 iM Tna9 2016113 [Bmld ]0] Detaln c gel= 1558 .SOUTHERN TRUSS COMPANIES. Southern Truss Companies, Inc. 2590 N. kings I�ighway Fart Pierce, F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Tom: T g= Date: Pam: J58 he �. 5R2/2017 1M32PM 1 d 1 Span Pitch Qty OHL OHIt CANrL CANER PLIES Spacing VVGflPIY 1-" I 5 n2 2 000 000 I-" aao 1 24 in 201hs 5-8-0 140 44 1ao 5S-0 12 5� 1 5x3 3 N I T1 1x5 1 W2 I 1 I 2x6- 1 Li T4 B, 4 l 1.5x3 l 0-0-0 1.4.0 4" 5-8-0 1.09ding General CS[ Slmnvaiy Deflection I./ (IOC) Allowed Load BtABCadc FBC2014/ TC: 038PA VaTL: am in L/M (45) L/180 TC(L: 20 TRI-2007 BC: 627(5-I) Vdl. On L/999 (4-5) UM TCOL: 7 RepMbrVs 7a: 0.14(2-5) C.WCH7L• 04n 2L/640 (I -I) M/12D WIT: 0 .: 125% (km/Q1(3. OD) Ur 2L/999 (1-1) 2L/120 React on Sunmaiy JP Tym Bmcwo BmyAlh Mvw Rftwdh MtaRmd M.C—tw M.Woupa 5 %(Wm 1 8n Cmo mmv 3DOn 2741% - -84bs 4 HW(WM 1 8n C-c Mavay 3DOn 163b - -104ha MaterW S6=aty Bracing Smunary TC SP(AL93S-2013)fd2r4 TCBnuig 9imMw%ksn63APjfnd04p�by0h- BC 9'(AUX-203)Q2x4 BCBm&g S=fWwPminatl0-0 %fndspPbyChm v7s.SSSPP,'(.'A',L',9,',l,`]&2Dll222)),102c4 I)7M b-d*WfatmT-6d b10. .,d*dfmWpl dadb.& 2)Th'sn�hasbmidagdfarfedf�o(aidkedsne I�A9;f7-10aiif fobuig—dddipt IWmphuAmtb�mn{:.AilyF+dad,(§66FF0.HutG�Q�YBQ�IDp),Oues1BN8 Lioa40Pot4733ftb-15$NnEdZ—Tm fFBceda.bo.ded➢ -I.M,C 72 Wdh48 3)Mio,mn--Ir,b,6g'hun&.=.MIBCfil*1607.I Iasw0mappi d Member ForcesSmm33Py TabbFdiasMmmclClmuC9maomlfaay(nmmr¢.fa¢ddEfmmfmnmaxm®lfu� Notes OAgmtryomoltam.Cq�IDgI¢abmiapp�of�eteral���l�as�erdbyirTmsMu.�utmpQATsrtx I-2oozsmim242 2)Ltmlaid, Pffi...ixIata.dmM WRLSC*badig -104b: \N���►N �� Q'..•��GENSF •.•'�jL�i PE 7 ; STATE OF �•-•. t4�il ZZ I8',wa i,ft—iiphee-I8P.v*e -�-Lf ,i mNi BleaUy Sn¢B,gi W51 Southern Truss Companies, Inc. Tniss: J6 - • 1::'' 50UTHERN' 2590 N.1an&S H1�Y PrgedName: 1452-A Thml)migacr dbc = ��j�is Fat Pierce, F134951 Imo: 527f2017 2:M33PM Tres CQIUI AN IE3:, (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pax ION 1 "ix6an:2016.h13 [Bmld 10] Material nit"m wrim 1558 Span Pitch Qty OHL OAR CANI'L CANrR PLIES Spacing VKTT/PLY 60-0 5/12 10 i 0" am -00 140 0 1 24in 18Ils I 6-0-0 t�l-0 44-0 1--0-0 6-0-0 T Loading General Imd (pd) BldgCodc MC2011V TCFL: 20 'MI-= TOM: 7 P pMbrl.— Vs BQL: 0 BCQ.: 10 DOL: 125% Pht 0mm(hdR.YAtia2 (19-142-3A) (2003990 Reaction .SMZMary Jr Tvae I Z. ftVAM MMW 5 Pb(94 I I Sh Cu Ma 4 FDId(I'nts) 1 ISn - 3 ARd(1'ms) I ISh - Materw Smeary TIC SP(AL97S-20I3)FQ2s4 BC SP(ALS7.2013)022t4 vas SP(MSY12012)H32D4 Loads Smnmary 2) 5 IX4I PE 3G 84G 0-" 0-" 1 1-0 0 i 443-0 1.4-0 6-0-0 C9 Smeary Deflection L/ Ooc) Mowed TC: 0.46(2.3) VnTr- 004h L999 (45) L/180 BC: 032(5-I) veal- 001 h L/999 (45) L/240 VIA: 0169,5) Cudc rU 005n 2L/505 (I-1) 2L1120 � NCFi[L• OtMnTR 2LA99 (I-1) 2L/137 H—TL- OD2n 3 d-03$901 IBt¢RBh MaxR®¢ h4 G vTTPM Ma wdupm M.TbM M.Th 300n 292hs - Al hs Albs 223Pe 300h 82bs - - - 300'1 126bs - -1161s -1164a Ohs Bracing Summary TCBmdg ShtetdarAaicaz6-3-0,Plaitdts®tby0ha BCBtsag ShmftdrcNtissm104?QAabdts�by0htrs rdPMofDidbsdsha=&=mi =- IOvAkfobeizM&fimd'ryK IfOm�utim4> �Y fS4 ��'0(f=10D),O.aaPB�+ idZ—T,MM'tWradD�b. dadD(IrILO,CCZ—VTdh4fL ioinn4.-,OhTPCTa6b1607.11rxrotb-i ppkd Summary'Gbkitd®taMmdrlgmmt($,rttmtrv®IfuG(rrmz�npcfa¢ffd3fmmfianma:m®Ifo¢) Thus -to -truss Connections Summary ID 6hrt"vlTI— OtrvbzTM C.1yMolia An* Tit 36 CiG 6412 90d!9 T12 .IM '36 C30 `:.` 8412. ..,;9Dh8.'i• . ..90d59 36 C30 941-4" M... j 36 C315 - 90dg TT6. J6 B4G 60-12 270dg_ TT6 I 36 , M, - 8412. '.� :.. -. :; 270� , TT6 36 M 104-12 270 M 36 B413 1-3-4 Tf6 36 B4G I3-34 270d4; Notes j 1)AgmYyaNDifamr,Cq=IDQIas6mteppfidblephbhtalt�tb�selaas�idbyfieTna$MaraffannrpeATHIIA I-1002v 'm242 8 1 to ZZ PE 7 • /'�• STATE OF O.c�;•.FYC ORVO . ? �N TDIT�Ampyofd®d�4at6eficnBedbheaefmam�.Tlnds@iof/isit&vi'ialtt�s�onde@taeeatd�dmtecsWWbybsTmkbrL d=andBrianUBltdy D�sA�Imlmdmaiffi�I+d�1��SY�Y�����¢wnSalcrosc��atdh'Tn�otardlnfmrmemA.GemlWet'FegforadddualidammdsnNam�rpkedalbe SnxFirgfl16051 trtandancdbYS�ns®t9u�Tdatmtuircnamda�aitPSt-27Q.AImtmairo66sm2D�,�smLBfe�idobtsesfabadbve'IS'MilindotganlS�earStllB'-whdtid®tsnlisfie�tl8¢�e _..._---- _ Soutiiem Mmss Companies, Inc. ThP SbUTHERM; 2590 N. ldngs Highway h4ectName: 1452-. Desdhc C "O hificuarm TRUSS Fart Pierce, F134951 Date: 5=17 20234PM Tnffi CQMPAN.IES. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: l f81 Asa¢2 (,u [Bm7d10] MahmialDetalBc 1558 Span Pimp Qry OHL OHR CANM CANCR PUBS Spacing WGITLY 7,0 5/12 15 ON 04M 140 &W I 24m 22Es 7-" i 1-0-0 6-2-0 7-" 3 12 5� i A Ti 4 ' 1 24 B, I.09dug I General imd (PSI) B1dgG do VBC20141 TY : 20 I TH I.= TC13L: 1 7 RtpMb-bo )6 BCLL: 0 BCR.: 10 DM: 125% (Lnr7'YMkk (13-142-3A) f10TS90 1 Reaction Smrmrary n Type I Bmc-ty BrRvkh Morel 5 %(wM I I Se C t M_ 4 HRp,(fst4 I 13b - 3 HM(f—) I 1 Ish - Materral S*Mury TC SP(AL415-2013)422v4 BC SP(AL905-2013)R22.4 Wb. SP(93&2012)wB 4 Loads 5 lx4I A8G 0-0-0 6-2-0 1�4.0 7-" (X Slmmrary Deflection L/ TC: 0.72(2A 16sTL• 0.15h L1464 BC: 0.49(11) va . O04n L1999 Rffi: amcz-5) Cswwm,- Ql2hTF 2L201 Cm/0a[2L, MbLP 2L/495 300b 345bs - -108bs Mn 112bs - - IDDia 169h - -151 hs Bracing Stmm ary TCB—g 9vefmwRftW6-3-0,%%6mwby0lcv BC&adiy 9�fiatprAufwN10-0-0,71pteti�byOhos I®dlmds •lonrifcfpbu:g,xaddet:pe 16omPbuYreSExpnv�eCfuHE�cebbFiali�iiieCetgayBQ=IDN.O.calHldg -1L0,0C7mWdh4Q ppfal Member FormSumary mid®sMenbrlQmazC3mammltaq(masmmpcta¢dddlec¢fmnmammlfa� TC 1-2 1 0281 -3491. 1 2-3 0.721 -orbs Bc 4-s 1 Q448 Oft 5-1 0.486 230. _59bs) Va. 2.5 I 0,196 617bs (-369bs) Thm,to-truss Connections terry ID iHrti.ITM Cam4teTM (brtviyabs Arm TTS n ASG 7.6.12 270titg Ar _ ._.270f TT8 ! n _ ASO IId12 '. TT8 n ABG M.&M;. .. - .270Etg - ... TT8 n . AM 15-&12 TM n A86,. 176u '. ,270ft . 2M tg rM 37 .. ASO 19b12 ,. 2M tg To n - - ABG.'-.- -' 21*" . - Mdg .. -- TTS n ASO 22.54 _ 270dg. ' _ 17 . .. TM n ASG 26-54 270ft T7a t n _ _ , A8G 2&54 , ` - .- 270d!g` .T18 n ASO 30.5-4 2Mdg, .. .34:54 ,_. TTS n A8G 370dtg I)Aq.TWmmdfam;Cgl IAQbssb-.ppbdbfcphehe lsaiu—d-WvainwvmTsdbyt.T=M.�rv'ANWM 1-2002;m6m2A2. 0-" Allowed L/I80 LIM 2L/120 2L/120 -151 hs Obs PE 7 ; STATE OF ` ii ORtp .•G�� `�� //171S/pNA 11��� Southern TrussTruss: Comp�ies, Inc. MV2 'SOUTHERN : 2590 N. kings highway �: 14sz� Projectrnis � n*=. '--MU •• SS FcrtPierce, F134951 Date: 5=17 2:M34PM SchificwTm rn>a COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 Qf l . vcrsi= 2011i113 [Bmld 10] MatecialTktse1558 Span I Pitch Qty OHL 0BR CANM CANER PLIES Spacrog WGT/PLY 200 1 5/12 2 000 000 000 0" 1 24 in 5n s 2-0-0 2.0.0 2-0-0 12 5F- 4 o_ 6 1 z 0-0-3 • 04-0 2-0-0 2-0-0 Loading General M teary Deflection Ll (loc) Allowed L®d (psf) BNgCudc iBC2Dl41 TC: Qn(1-2) V11M. Q01 n L)999 (1-I) L/180 TCLL 120 TR 1.2007 BC: Q14(3.1) Vtm- 0h L/999 (11 L12AO 7aL: 7 RapMbrt.— Vs VAb: ODD(I) firzTL• On Bt3L: 0 DOL: t25:4 • Qepfhaxt—ls Reaction snumary Jf Tm, i ftQ b. Bmykh Matrbl M.PR Axltma MvOarwM.WdUpTd 3 Qd� I 1 24h ().—Maury 171 hs 91 p1f -15bs -61bs Material Smeary Bracing Spry TC SP(XMS-2Dl2)t32a4 Tc&aulg 3m4rdaHriset6344Refnd�by0ltes BC SP(AL5UG2012)102r4 13CBmdg stmataa«Rdmd&34%RaitdmAtly0hsa vas Loads ummary qabdeb10p9ffindvdf.Wd*W db�& z1T1,s.,asna:bnna�torker®ofwdb��,m�r,nv�/-lortiberaw;�a$ad:ra:Qe Itumpn�B,mac,);+yF,d�a,chbbF�&t���yB(r=1D�.o�.FBna lkm40ftr4733fth®ISft&d7a TniKN*wedubmn0saiDOL-16O,CCZa Wdh4ft Member Forces Stay Tabtid®�Matbsl4muC57 rtm a�IfaR(re�m �.fas Edflesafmn��®Ifu� Natec 1)mbeteN:mmtdssmsbmn dvdbmt 2)AgimYymmolfamr,Cq�IDQ1¢shminpFidolephehtralrmi�ad�Svdlvsas�m7dbjhe7t�MandamacpeATNIfA 1-=S®on242 3)J.adcFdttshnselmMWE1tSQJyi>eda� -abs 131 bs *`N�`NP? M 1y PPE.v7 ; STATE OF � ^ N LORVO 111I11 27 BriaaM Bl=W i .'.:. Southern Truss Companies,, Inc. Truss: MV4 9OUT14EA N 2590 N. king I�ighv(ay � � 14 -A c Ia • TM . Fart Pierce, H 34951 >�: 5/12f?D17 2. :35PM �^�'Y^�'T21>ss •CQMPAIY.IES:: (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 10fi . Asa= zolrzu3 [sl>aa 1oi MataialDahala B� 0 1558 Span Poch Qty oBL OHR CANrL CANCR PUBS spacmg WGrmy 400 5/12 2 ON 000 000 0100 1 24m 12J s 44)-0 4-0-0 4-" 1Sx31 2 12 5� o T1 R W1 2x4/ 81 Lj 3 1.51Cd 1 0-0-0 0-0-0 4-0-0 4-0-0 Loading I General CS1 b MMary Deflection L/ (loc) Allowed Lmd 10,10 BMgQdc FBC2014/ M 035(1-2) VdTL- On L/999 (1-1) LABD TOLL: 2D TRI-M BC: 0.15(3-1) Vnrr- On LM9 (1-1) UM0 TCnL: 7 R pMhrl.— Va RFb: 0.41(2-3) %x TL- On 3 BCIL: 0 130L: 125:G awram F -IS ph"Wm(Iiymkm): (Idb15343221 21-IZ440(1) (3:1-123,M) Reaction Smeary Jf TM, I6eC.mbo BmPHh Mmxel MuRmm A.Pm Mmc k-upa MmcRFzw N m.I 0 Mufh¢ I cb*o j I 4 i, cmcaeM—q 23h 78pr - -nbs -na 236h Material Smeary Bracing Spry TC SP(AL906-2012 MN4 7'C®sag. s adradaBaiam634wdaamypbyClvs BC SP(AISY2012 MN4 BCB-dg 9mdW.R i d&34Rv(ndmgnblavc as SP(At�2012)632x4 Loads Spry gTh'aflashasb®�' � dfafrdfase�m lopstbmadmtFetiedpaamands z)Tbc.asbssband�tQ�f�ofa:�dmas�,�ma,As�7-low�kroba:�ga$a�,.l:¢e Itumpfi�B,�.acfuN��t�b�a�na�rnp=In0),aaa�eng urss40)tx4733fth-15I Erd7m Tnwl*kvadu�m�aa,-lao.oc7a Vrdh4a Member Forces Smeary Txberdm=Manbcl4max(H4mumhlfuQ.(rtmmniprfa¢TdRamtfrma adalfac) TC 1-2 1 O.W -112a BC 134 1 0.146 121a dih) vas DES 2.3 0.410 239h (-SDb;) `\`��� ,-•' ` //�, ��. Q'�••�,�GEN3F .����i� 2)Aq�Yymuoifam,CgCq�iD4fisshm�etFidnf�bbeln��¢dapAaabsuspai'db�le7nasMmadaoxcpcNSllFfl-E1<aS®m2A2 � �P ,b % 3)Lbd-dvpft WMWF7 C*baft _� : PE 7 4 STATE OF %;•C ORt� 0,SS/ONA'L i /11111111 2S N:IIT�Ampyafdrsdmp�da3hefimi3doteaaommitamcThrdognMfai�Bdt�'sffi�m abevdm�miacmF4idbYbe7�MaManvaldnimupm/rsmraryaMm�ryke�ofhidmmcrosa(aA�byhBuiing BIMMY Ilc�jeJ�lmb'adnwigiid�amp¢ra�pmt®ula�gimigrtspusLiiymtiyfvf�ixax�quc.d�dvw�S¢le�c�mdh omumn&GacnlWs"pagforaddnxel:dmmmtiAS—O rpimdmlbe rmndanadbySnryan9agTemnQnyGcnaoads�uiiE92-Z762.Almx�rpl�ereYl�vSssfespm7dphetoe'sfabumibya=1S'Wid�iidmroln lB�gpbgorSpl8;didiiidmaeh�e�l8�gephn 076Q51 SrmFig 2590N R R34951 .0 " .., ....' .. Southem Truss Companies, Inc. Thm: MV6 .. SOUTHERN 2590 N. kinli &S Igh ' PrcjectNm=: 1452-A ThwDesig= dbc Tm M •iss, ` Fat Pierce, H 34951 Date 5rQMl7 2A035 PM Tips,'CdMPAN'lES' (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax par.: 1 of 1 -Vb sk 2016113 [B10] MatmialDatab m m m d 1558 Stan Pitch Qty oHL cm cAwrL CANER PUM Spacing V.UrPLY 600 5/12 2 o04 0."1 0d0 000 1 24m 19lls a 0-" Loading General CSI Slnnmary Deflechon L/ Qoc) Allowed tmd (psf) BNgc d. 1BC20141 TC: 055(1-2) VrtTL• Q05n L1999 (3.1) U160 7CLL: 20 Trf I-20117 BC: 039(3-1) 161IL• 001 Up L/999 (1-1) L1140 TCiL: 7 B: ' Ppmh m -6 FIb: Of8(2.3) ftrzTL• oil3 0 BCCac: I Io OOL-: M% OapFa�Ra-Is 1%.QTR rbaXXAMe f1:1415�)21-124-M) (3:1-1234M) Reactionry ]7 Tvoe )B OC ft H¢FSth umbi wf pR mpa¢ Ma(}avUM M.Wdtm Msxtm I cm*o I 72h C—M—W 266bs 74pF - -77hs -77hv Material S�rS' Bra aDg �l3' TC SP(M-905.2011 MM TCmdg 9imhdaBxisaz63 Vwkdsjpby0hm BC 9'(AL9ai20I2)d32x4 BC&adg 9xshd.R f..163-q%kdepby0hes Whs 9'(AL9 2712)132x4 i Ica&mno �deblOpdToundWf�e�dpisdmdh3ds z)TIr�.�I,az1m�d�xdtandr�oraldhasnnmym�anA9�7-1oabkrobw:�g�dd;d:Qe 16o�pnm'�tBxpmx�rwyEm�4mb�Bmtae�yBp-Inm,u�Bag U-40Po14733a h-If$11xFidZ—T.,4Nihcada&mmdeeLDQr160,cr7—wdh4R Member Forties Sm3mz ry Tabbbfi=Marg cT4mmccS, axialfaq(n mmpr.ra¢idifa=fi mmaxmmlrmo 1-2702S®m142 1.5)C3 1 3 1.5X3 1 -5 PE 7 STATE OF ' N". L ORVD 1s,�hdm�Irabe� lagxu�e