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Home My WebLink AboutTRUSSI , f `1 SOUTHERN TRUSS COMPANIES, INC. SOUTHERNRANDY@SOUTHERNTRUSS.COM TRUSS SJLd�,J@' COW 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: COMPANIES Project Name and Address: Oakland Lakes Occupancy: X Single -Family Lot: 18 - Block: County: Saint Lucie Multi -Family Truss Company: Southern Truss Companies, Inc. Commercial Truss Engineering Program: Simpson Component Solutions a Plates By: Simpson Strong -Tie Contractor / Builder: Ryan Homes Model: 1452 Elevation B Options: Lanai STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked fqi0abr. ipliance with Florida Building Code FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces =e' uired by the following provision: ROOF FLOORWi Top chord live' load: 20 P.S.F. Top chord live load: --- P.S.F. Design criteria: ASCE 7-10: 160 MPH Top chord dead load:_7_P.S.F. Top chord dead load: --- P.S.F. Engineer: Brian M. Bleakly Bottom chord livellload: * P.S.F. Bottom chord live load: --- P.S.F. Address: 2590 N. Kings Highway Bottom chord dead Toad: 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 I accordance with the Department of Professional Engineering. Tallahassee, FL. Engineering sheets are photocopies of the original design and approve by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID,.,, ID. 1 Al 21 ' Jl 41 61 81 _ 6 2 A2 22 J2 42 62 82 EMU,x 3 A3 23 73 43 63 83 ;• 9 _ 4 A4 24 131 44 1 64 84 t X COVIYI 5 A5 25 J3A 45 65 85 6 A6 26 14 46 66 86 , ,,,'_" . • ; ` --" RD 7 A7 27 J5 47 67 87 N.; 1 Pa ; 8 A8 28 J58 48 68 88 f-r 9 A8GL 29 JSA 49 1 69 89 '= ' 4 y 10 1 B 1 30 J7 50 70 1 90 IWO 11 B2 31 J7A 51 71 91 106 12 B3 32 L1 52 72 92 107 13 B3G 33 L2G 53 73 93 108 14 Cl 34 MV2 54 1 74 94 109 15 C2 35 MV4 55 75 95 110 16 C3G 36 MV6 56 76 17 CJ31 37 V4 57 77 18 CJ4 38 V8 58 78 19 1 07 39 1 59 1 20 CJ7A 40 60 J ��801 As witness by my seal, I hearby certify that the above information is true and correct to the best of my knowledge and belief. _�.. , nA► Name: Brian M. Bleakly Lic. #76051 TYPICAL... DETAIL , C C O .R. N E R_ - I---f I P NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. A UP TO 265 132.5# per Nail (D.O.L.Factor=1.00) = 2-16d NAILS REQ'D. nds toe nails only have 0.83 of © UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. 12 -n �n �n J] J3 J5 use 2-16d toe nail HIP GIRDER %� `ETC BC. 12 O 1OV5�& .O 9-9-5 CORNER JACK GIRDER III -�I -3 ��I 1II III I H7 (HIP GIRDER) A OA nAA 08iI i Typical jack 45' I u 3-16d ` attachment toe nail 9 TC TYPICAL CORNER LAYOUT & ?-16d P_I Typical Hip —jock' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J3 10 HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC —————-— 2-16dnails ————— J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC —————— — 2-16dnails ————— J7 TO HIP GIRDER — — — — — — — 3-16d nails — — — — — FBCC ——————— 2-16dnails ————— HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — — — — — — —. 3-11 16d- 8C— — — — — —— 2— MINIMUM GRADE OF LUMBER LOADING SM INCR.: 00%) T.C. 2x4 SYP 2 TOP 20 0 FBC2017 B.C. 2x4 SYP 2 TOP 00 10 WEBS 2x4 SYP No.3 SPACING 24' O.C. SOUTHERN TRUSS Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 COMPANIES (800)232-0509 (772)464-4160 tittp://www.southerntruss eom Fax:(772)31 B-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DET,AI'L. (�,D CORNER. - HIP NOTE: NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (D.0.L.Factor=1.25) nds toe nails only have 0.83 of lateral Resistance Value. 12 1.5 & - -OVER.-[- - -�0--- �0 �A II II II II II O O A O OA O 5-0-0 ` HIP GIRDER /- 12 OVER 7-0-14 CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT Q UP TO 265# = 2-16d NAILS REQ'D. Q UP TO 394# = 3-16d NAILS REQ'D. use 2-1E toe nail C TC & BC. Typical jack 45' attachment Lo LO I J1 A J3 _ ' 0I A ��J1 I t7 O H5 (HIP GIRDER) OO NI, use 3-16d toe nail TYPICAL CORNER LAYOUT & 2-16d 0 J Typical Hip —jack' attachment CHORD HANGERS FASTEN ER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — — — — —— 2-16dnails —— ——— J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC ——————— 2-16dnails -———— TC — — — — — —— 3-16dnails —— —— BC — — — — — —— 2-16d nails —— ——— HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — 3-16d nails — — — — — BC ——————— 2-16d nails —— —— SOUTHERN TRUSS COMPANIES http://www.southemtruss.com MINIMUM GRADE OF LUMBER LOADING (PSF) SM. INCR.: 25 T.C. 2x4 SYP 2 L 0 FBC2017 B.C. 2x4 SYP 2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24' O.C. Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 (800)232-0509 (772)464-4160 Fax: (772) 318-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 G��1E d This pmdud is preferable to similar connectors because of 42 a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. All hangers in this series have double shear nailing -an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nags for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capaeity and bearing than the WS. -- --- - - -.MATERIAL•-See-tables-below-and-on-page 133.— FINISH: Galvanized. Some products available in stainless steel or ZMAX® coating; see Corrosion Information, page 1B-19. INSTALLATION • Use all specified fasteners. See General Notes. • Nags 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 apprications. OPTIONS: • LUS and MUS hangers cannot be modified. - HUS hangers available with the header flanges turned in for 2-2x (31/al and 4x only, with no load reduction. See HUSC Concealed Range illustration. - Concealed flanges are not available for HGUS and HHUS. • See Hanger Options, pages 200-20Z 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 C2 Q N - 7hese products are available wftir addMonal corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strang -Tie for detaa ,' These products an: approved forinstalbUon wi h the Sbvng-Drive SD Sbvcturdl- Conneclorscrew. Seepage 30 for the correct substifzdan and SD screw sha Model No. Min. Heel Heigh Ga Dimensions Fasteners H 9 Carrying Member Carried Member SINGLEWIZES WS24 2% 18 1%. 43S 1Y, 4-10d 210d WS26 4114 1%. 4S 1% 4-iOd 410d MUS26 4% 1B 1%s 5%s 2 6-10d 6-10d 'HUM V. 16 1% SH 3 14-16d 6.16d HGUS26 41ie 12 1% 5% 5 20-16d 8-16d LUS28 4% .1B 1% 6-A 1 1% 6-10d 41Dd MUS28 6%- 18 151w 6%1 2 8-10d B-10d HU 61fe 16 1% 7 1 3 22-16d 8-16d HGUS28 6%. 12 1% 7'ib 5 3B-16d 12-16d LUS210 41/. 18 195s 7-A 13: 8-10d 410d HU5210 8iG 16 1% 1 9 3 30-16d 10-16d it 1.See table on page 133 for allowable loads. ■ r. 1'for� tY: for4>1� LUS28 �6HHUS210-2 I (Tmss Designer to provide fastener quanWfor connecting multiple members together) 6MUS28 SIMPS0 S:troStrongTie VnuaLIU (HUS26, HUS28, and HHUS similar) 6 HUSC Concealed Flanges (not available for HHUS, HGUS and HUS2x) fh Reduced Heel Height ® Double Double Shear -u Dome Double Shear Shear Nailing _ Nailing Side View Nailing141 Side View (available on To View Do not some models) p bend tab U.S. Patent 5,6m,580 Model - #OFIfOowapleLnad, SPMowableLoads SPF/HFA towable Loads No. -� -- 12- a. �,_ow- °ry Mani ` �_. . `wind u0m Floor Snow Root Wind Uplift' Floor Snow Root Wind Code - a6T:: 1.o))j�'{11 :12 160Jry (160) ' (1D0) (115), (125) (160) (160) (1D0) (115) (125) (160) Ref. SINGLE2xSUES WS24 490 670 1 765 825 1045 490 725 B30 , 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 17,F6,07 HU526 155D •272Dt 2 - 52" 4WO 174' 5� 1550 2950 3335 3335 3335 1335 233D 265D 282D 2$65 53HGUS26 9D 5390 1520 3750 . 4200 4500 4635 17, L17 WS28 . z;3fi5�-D': r_LL_o t3�!t20100 65 1200 1365 1480 1835 1005 940 1015 1165 1475 MUS28 1555 1730 1975 2140 55 1880 2150 2330 2645 1335 1475 1690 183D 2275 17 F6,L17 HUS28 200D 3965 4120 4220 433 379D 3960 407D 4335 1720 2905 3D35 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 17,L17 LUS210 '�7jfi5�: ttJ3!1D. 3253fi5pU9(1� 1165 1445 1660 1795 2270 10D5 1145 1415 77iUS21D -3DD0 =:4 5 995= =g5i5 ' �D265 3000 4105 4310 445D 4930 258D 315D E1315 5 3425 3615 I� F' L17 132 w.. v. unum a.mw mm 1—i m nuuiwauun, sce Buie eeuve. .beelNle TOOmDIM On page 133. 0 N a 0 n These products are available with additional corrosion protection Additional products on it These products are approved forinstal6Son wif/r ffis Strnng Drive SD SbucluraF this page r�yalso be avaiable with this option, check with Simpson Sbong ra for de611s / Connectarscrew. See pane 30 forthe correct sutrstdution and SD screw Ot rud Min . Dimensions Fasteners Model Heel Ga No. Hei ht W H B WrYing Carried 9 Member Member LUS24-2 21% LUS26-2 494 HGUS26-2 I 43fe LUS28-2 495c HHUS28 2 I 695c HGUS2B-2 6M6 E210-2 b7/. US210 2 8'/c HGUS210-2 Bm. HGUS26-3 4'3Ss HGU'S 3 6'34c IHGU S210-3 BuAv S212-3 iD% S214-3 1245 SPF/HFAllowable Loads Uplift' Floor Snow Roof end (160) (100) Sn; (125) (16U) DDUBLE2x SIZES 4-16d 2 16d 440 B00 910 985 125D 380 680 780 845 1070 416d 4-16d -7165;[p30 __ BD�= Fj�p Fes. 1DOD 88D 1D10 1090 1416d 616d j502785155_905{•26} 1365 2016d 616d _2155k : A$55=' 48�5` -�13p �y 1335 2390 2710 2925 3665 .; 1855 3750 4200 4500 4795 6-16d 4-16d 1165 1315 1 1500 1625 2060 1000 1125 1285 1390 1765 22-16d 8-16d 2000 4210 4770 5140 644D 1720 .3615 4095 4415 5375 36-16d 12-16d 3235 .7460 746 7460 746D 2785 6415 6415 6415 6415 816d 616d 7745'. iB3 -- .. 2265 . _ 0:�, 1500 1565 1785 1935 2455 3016d 10-16d '4p�ULL65=`63gOf ._6880' f• 165:. 3525 4835 5270 5380 4616d 1616d E4095o`ff3]. .1Dq;.9100=: 'J]UV 3525 5765 •y 7465 7730 7825 7825 TRIPLE Zs SIZES 2G-16d B-16d 2155 4355 4875 5230 5575 1855 MO 4200 4500 4795. 36.16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 4616d 1646d ; 4095 * r �]OU; • ± iDD "930b?° 3525 7825 7825 56-16d 20-16d 5045 96D0 9600 9800 9600 l 4335 8255 8255 7825 8255 7825 8255 66-i6d 22 15d 5515 10100 1D10D 10100 iD10D 4745 8585 86B5 8685 8685 QUADRUPLE2xSM HGUS26 4 5'A 12 6i5c 5'7is 4 20-15d 8-16d = 155 HGUS28-4 T/ 12 c A/6 4 36-16d 12-16d3235 4GUS210-4 9'/ 12 6°fic 93Ss 4 46-16d 16-16d 4095 HGUS212-4 c 103€ 4 56-16d 2D-16dU45 5GUS214-4 ]25'c 12 6'i9 12i4 4 66-16d 2216d 2,P15 Code Ref. L17_ 17, L17 17, F6, L17 f/, 07 17, F6, L17 17, L17 W,, L17 w�ar�.ti71P,.. 55€. 1855 3750 42D1 45D0 4795 agbp§4��` 2785 6415 6415 6415 6415 f7, L17 9100 9100 9100 3525 7825 7825 7825 7825 17,F6,117 96� F96GOi _0' .4335 8255 8255 8255 8255 101D0.`•01Do-'_a0]Og: 4745 8685 8685 86B5 8685 17, L17 41 SIZES S LUS46 4% 18 Ws 4% 2 4-16d 4 16d 1165 1030 1180 1280 1625 1000 880 101D 1090 1385 17 Ffi,L17 HGUS46 4%c 12 3% 477As 4 20-16d B16d 2155 4355 4875 5230 5575 1855 3750 42D0 45DO 4795 17, L17 HHUS46 4% 14 3% BAs 3 14 16d 6-16d 1550 2790 3160 3410 4265 1335 239D 2710 2925 3665 S LUM 4% 18 3%6 BY4 2 6-16d 4-16d �165 '�1315 1 �1625^ 060;= 1000 1125 1285 i39D 1765 HUS48 MA 14 3'!ic 7 2 6-16d 616d _i _ T _ 55Q';595`813 .'1�6061471i� 155D 1365 1555 1680 2115 �' L17 lip HHUS48 n `T 6'k 14 33E Ti6 3 22-15d 8-16d 2bb0�5440` 1720 3615 4095 4415 5535 HGU548 6%c 12 334 74Sc 4 36-16d 12-16d ?5i" <q`6�. -s'46U r7-060 2785 6415.6415 6415 6415 LU5410 6'/ 18 3B•,s B% 2 B-16d 6-16d 1745 1830 2090 2265 287D 1500 1565 1785 1935 2455 17. L17 HHUS410 835 14 33G 9 3 3D-16d 10-16d 3745 5640 6385 6890 7165 344D 4835 5480 5910 B1 n F6, L17 HGUS410 8% 12 3% 9 4 46-16d 16 16d 4095 9100 91DD 9100 9100 3525 7825 7825 7825, 7825 HGUS412 Ms 12 33S 1044c 4 56-16d 2016d�—D4_. 6 _ ---96DB .96 96Dd`- 4335 8255 8255 8255 8255 17,117 HGUS414 11°Ac 12 3% 12?'Sc 4 66-16d 2216d �515'.'?](ii� ;z10100_ �TUIUI)3 =1010� 4745 B6B5 B6B5 S6B5 8685 1. Uplift loads have been increased 60% for wind or earthquake loading with no further T ANSiiPISPF, T-ANSITPISP and T-ANSITPIDF for allowable loads that consider Increase allowed. For normal loading apprications such as cantilever construction ANSUiPI 1-2D07 wood member design criteria (see page2f3 fordeta!!W refer to Simpson Sfrong•Tie®Connector Seleclor'sotivrare or conservativety 5. Loads shown are based on minimum of 2 2>< divide the upfift load by 1.6. PN carrying member. Wdh 3x carrying 2. Wind (160) is a downlod rating, members, use 16dx2W nails into the header and 16d commons Into the )nisi with no 3. Minimum heel height shown Is required to achieve full tabie loads. For less than and cDMMons With O the wand rreduce the to dmembers ato 0.64 of the table value der minimum heel height, see technical bulletin T-REDHEEL (see page 215 fordetags). 6 NAICS 16d = 0.162 Cr x 3W long. 4. Truss chord cross grain tension may limit allowable loads. Rater to technical bulletins See page 24-25 for other nail sizes and inkumation. m Q y y 0 m n 0 0 133 Actual Dimensions I Fasteners Allowable Loads Joist Model No. Size Ge Min/ W H B Max DF/SP Species Header SPF/HF Species Head Face Joist Uplift Floor Snow Roof Floor Snow Roi 31;6 13% 2'h Min (160) (100) (115) (125) (100) (115) (12" HU416/HUC416 14 2016d 3'Yi6 13% 2% Max 810d 1515 2975 3360 3610 2565 2895 3111 3%x18 HGUS412 26-16d 3% 10'/6 4 12-10d 2015 3870 4365 4695 3330 3760 404; 9 to HGUS414 12 , 56-16d 36/ 12ti6 4 20-16d 5045 960D 96D0 9600 6255 8255 825 0 v HUCQ412-SDS — 6616d 22-16d 5515 10100 10100 101D0 14 8685 8685 868; 3�;6 11 3 — 14-SDS'/'x2y2- C HU68/HUC68 5'% 5%G 2'% Min 14 1D 16d 6-SDS'/.'x2'%' 4-16d 2510 5460 -5560 5560 3930 4000 400( �0 , , 5/< x 7/< 5'h 5346 2'h —16d__ 900 1490 1680 1805 1280 1445 155E - - -- �-- HGUS5.50/8 12 5'fe 6'3ie 4 . __ _616d---1345- 2085- -2350- -2530- -1795- 2025 2180 HUB10/HUC610 — 36-111 5'% 7% 2'% Min 14-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 ..r , 5'% 7% 2'h Max 18-16d 14 6-16d 8-16d 1345 2085 2350 2530 1795.12025 2180 g,��9,h HHUS5.5D/10 5'r4 9 3 — 30-16d 1795 2680 3020 3250 2305 2605 2800 y HUCQ610 SDS 10-16d 3735 5635 6380 6880 4835 1 5480 5910 5'h 9 SD5'/a'x2'/z' HGUS5.50/10 12 5'% 81-%6 4 —46-i6d 6-SDS'/a'x %' 2520 4680 5380 -5715 3370 3875 4115 a HU612/HUC612 5'% 9% 2% Min 16-16d 16-16d 6-16d 4D95 9100 9100 9100 7825 7825 7825 5'/. x 14 5'h 9% 2% Max 22-16d 8-16d 1345 2380 2685 2890 2D50 2315 2490 1795 " 11'/,-11% HHU55.5D/10 5,h g 3 30-16d 10-16d 3275 3695 3970 2820 3180 3425 HUCQ612-SDS 5'% 11 3 — 14-SDS''/,'x211' 3735 5635 6380 6680 4835 54B0 5910 7 HGUS5.50/12 12 5h 10'r4 4 6-SDS %)c2'h' 2520 5315 5315 5315 3825 3825 3825 HU616/HUC616 — 56-16d 51 12'14Min 6 2h n 20-16d 20-16d 8-16d 5045 9600 9600 9600 8255 8255 8255 � 14 5h 121%6 2'fz Max 26-16d 12-16d 1795 2975 3360 3610 2565 2895 10 3110 5'/a x 14 HHUS5.50/10 5'/z 9 3 — 30-16d .2695 387D 4365 4695 3330 3760 40 45 HUCQ612-SDS 5% 11 3 — 14-SDS''/5x2%, 1016d 3735 5635 6360 686D 4835 5480 5910 HGUS5.50/14 12 514 12% 4 6-SDS'/,'x2'h' 2520 5315 5315 5315 3825 3825 3825 6616d HU616/HUC616 5 12"ti6 214 Min 2016d 22-16d 8-16d 5515 1010D 101D0 10100 8685 8685 8685 14 536 12% 2'fi Max 26-16d 12-16d 1795 2975 3360 3610 2565 2895 3110 5'/.x16 HHU55.50/10 5'h 9 3 2695 3870 .4355 4695 3330 3760 4045 HUCQ612-SD5 — 30-16d , 5h 11 3 — 14-SDS/'x2/4' 10-16d 3735 5635 6380 6886 4835 5480 5010 HGUS5.50/14 12 5'h 121A 4 6 SD5.''/k2'h' 2520 5315 5315 5315 3825 3825 3825 — 66-16d HU616MUC616 5'h 12'f6 2'h Min 20-16d 22-16d 8-16d' 5515 10100 1011 1 101II 8685 8685 8685 14 5'h 12'146 2'fz Max 26-16d 12-16d 1795 2975 3360 3610 2565 2895 3110 2695 5'/, x 18 HHUS5.50/10 536 9 3 — 3016d 3870 4365 4695 3330 3760 4045 HUCQ612-SDS 5'h 11 3 — 14-SDSY,'x2'h' 10 i6d B-SDS''/,'x2'h' 3735 5635 6380 6880 4835 5480 591D HGUSS-50/14 12 5'h 12r4 4 — 66-16d 2520 5315 5315 5315 3825 3825 3825 HU410-2/ 7'% 9% 2'h Min 14 16d 22-16d 5515 10100 10100 10100 8685 8685 8685 7x HUC410-2 14 7+/ 9% 2i4 Max 18-16d 6-16t1 1345 2D85 2350 2530 1795 2D25 2180 9'/ - 9'h HHUS7 25/10 7'/, 9 3546 8-16d 1795 2680 3020 3250 2305 2605 2800 HGUS7.25/10 12 — 30-16d T/, 8% 4 1D-16d 3735 5635 6380 6880 4835 5480 5910 HU412-2/ — 46-16d 7%11'% 2'h Min 16-16d 16-16d 4095 910D 910D 9100 7825 7825 7825 7x HUC412-2 14 7,/, 11% 2'h Max 22-16d 6-16d 1345 2380 2685 2890 2050 2315 2490 11'/, -11% HHUS7.25/10 7'/ 9 3MB 8-16d 1795 3275 3695 3970 2820 3180 .3425 HGUS7.25/12 12 — 30-16d 7'/ 1D% 4 — 56-16d 1D-16d 3735 5635 6380 68BO 4835 5480 5910 HU414-2/ 7% 13% 2'% Min. 20-16d 20-16d 6-16d 5045 9600 96DO 9600 8255 8255 8255 HUC414-2 14 7x14 7% 13% 214 Max 26-16d 12-16d 1795 3360 WD 2565 2895 3110 HHUS725/10 7'/, 9 W6 — 3016d 2695 3870 4365 4695 3330 3760 4045 HGUS7.25/14 12 T/, 12% 4 — 66-16d ID-16d 22-16d 3735 5635 6380 6880 4835 5480 5910 HU414-2/ Tib 13% 2% Min 20-16d 8-16d ' 5515 10100 10100 10100 8685 8685 8685 HUC414-2 7x16 14 TA 13% 2'% Max 26-16d 1216d 1795 2975 3360 3610 2565 2895 3110 HHUS7.25/10 71/4 9 3%8 — SM6d 2695 3870 4365 4695 3330 3760 4045 HGUS7.25/14 12 T/ 12% 4 — 66-16d 1M6d 3735 5635 638D 6880 4835 5480 5910 HU414-2/ T2'h Min 20-16d 22-16d 5515 10100 10100 10100 8685 8685 8685TA13% 7 x18 HUG414-2 14 T/ 13% 2% Max 26-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 HUS25/10 T/. 9 33;6 — 3016d 12-16d 2695 3870 4365 4695 3330 3760 4045 • HGUSZ7.25/14 12 T/, 12'/,6 4 — 6616d 1016d 3735 5635 6380 6880 4835 5480 591p 7x14 to 301 Foradditional hangers see HGU/ iHGU on page 1D7. 22-16d 5515 1010D 101DD iD10D 8685 8685 8685 See footnotes on page 105. SIMPSON :StrongTie I -19; L-12; F6- _ 19 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, FB 19, F23 19, L12, F8 } 19, F23 19, L12, F8 19, F23 19, L12, F8 h a a w z i 19, F23 19, L12, F8 n 0 W a o H W 1� 19, F23 D o i � N 19, L12, F8 m o a f fD i � 19, F23 N y e N 19, L12, F8 m [J O N Z 19, F23 19, L12, F8 - 19, F23 sz• � sz• t. tlal�(I ►p� ASd 0, Ob OV01 1V101 Ad 00 00 11 09 •,qSd 06 Ob la 09 Ad 06 .06 1Q 01 -:lSd OZ OZ 1 11 01 0 owly V w • a10a olg0Ungou 4jr nlpusq aq pa41 f2alul 'U510P lmi aql do psjj1116 wq aq pays loin sluoga dal sql of 4jl3o4p plffdda q 6upaya au rugs qui pua Ig6I011s a ul psuajsol q paualml pug pelgan gq al am sasstuL EuDoB mmul upaau palmum l Itiow Sullawq tp 9up➢iul v6 �ppuggddoi "o oplow Ibu eq law galgu�wuq luluouuad puu :udq,wS6upppllkqaupuap puo I luguid of padplbas shulu sl Pit fwiawq uapgala 6up11a6as aoµps lied Im al psuglm ua smq Pit suoslsd 9alaoltgol slnq 4U inuow slgid '1auktap doll la dlpppsuedsu oql lou h bulgwq ugnaq IL-5 t_! 1 L-1 -a m 'AA iiyma . iop 1'd,011)13A aN3 dill 1VN0lld0 13n1S '1YMOLLdO Ls%lo k! 13'11YA -- ad 0*YiC Ltna 11VA INN 301(..) Ina 3Wn0S aain9 3 Gs m (Z) 'NAONS w inn O3H011d NO 3u91lbS 38 AYW OUGHO 1101t08 I ' ' 0—Zt a33OX3 10N S30U 1NWl3 013H WOA 3Hl SV ON01 SV 111n8 38 JIM) SWdS V30UN1 (.a) '0110H0 d01 3HL d0 MIS g. CL I CNOZV Ojunwrt St J3MYA 3H1 14IM30 SSMIL 3H1 d0 OUGHD d01 3H1 ONIOVUa U0d ON13Y4 Nt1Und 3H1• HLMa,310N(..6) 'NOIS3O. MUG ,SU33NION3 NO owdious SY ONIOVds Nniind io n3n NI 03Sn 93SSnU1 A311YA J.8 NOIS30 03VS ,CMINIDN3 NO 031d103d3 3SIMN3VlO SY NO '00 Yil 1V SN!1V d NOIlYI iV1GNl BSnul A311YA 01 HOMd dMltidV ONIHMNS 031YU '03M0YUNV )"WON OIld IHLAt 030Vu0 38 1ShW 13S M-nVA RmN38 SSnUL 10 MOM d01 '.0—,Lt 0330X3 ION AVW IND13H IVOu.UM A311YA FMIMYW 6—,4 NVHL 113wY a s83M A371VA waum U0d lavaa AIIYnM 'ONIOVUO'IVU31V1 Sn3nN11N0O UO '00 .0 1V 911VN G9'tx SCV0) X08 PO MA O3HOVIW • UM138 UO 30WO OW 83103dS 3WVS '83A MWA '03A j7 141ON31 'LOB '80Vu9-.L +xt AIddV 'NOIS30 o3'W9 SH33NION3 NO a311103dS SS3lNn ' f eo.lel,j 4j0=1 ��1■ti(1i' ��oW71 sanui muss -nos I)MOVelS NnINIXVIN V0 .' Z IV S3SSnH.L 0NMl0ddns . (**) xnW „o--,OZ j qaS xaW„0—,9 O nd.r�Q +xt xrA 03ulnb3N SV U3owY UO Oxt HOW 1n0 'dsd a-ia al CNIA ' inmatnu •D •dx3 •ONI011ne 03501ON3 AH013H HV31q 'ONM HdW"C"j-,T Ol'L 30W lOOL DUd NOd MlM-3M 91Pm (•C X .014 X09 1101 (L) IM *$SAILL ONU110ddn6 AM OL A311VA HOY3 HOV11V 60) tlUVnbS UO 03H0114) 'ONE V WOUd 03dd1U 30 AVW Cxt• (.) 1anaq ao z(i in *XZ dgmM 10i1aq ja Z#/Ltd ddS NO NZ# dS OZ NO (.)I!XZ PM nee AIM J0 Z#/I# ddS Z# 4M OME p104O dui I i lump 1 al wnwa ana algouaeoa� yalpun aq poye eaaalul •u8leap se oql uo psomadt+s o da e a ae� a ddo a Ou oa a au we x „bZ 1V ONI�bdS aalq aU pays �41 W 4� 1 41 1 III !P P I ll 4 4 a W P�1m1 al Pawl�l pus palaa;e aq of ua s7esntlsee , etoo—e44c(at�) ti�� -ti 'pz-ld VIIJ �.,/,p'0'0 j NV �.�no a o unw tto dSd 09 P l I 1 I W quq pun 146P�1s ; anwl poou palaauuw oleld blow 6ulaaiq 32 SUMO aul 6uppunq jai euonap waau pua boluewwoO laeyt ,(tawu nl lA—IM ADS 'BalWapdda alpaede 6ulamq tuanaan 6upnp [d� ,,�p,,y�jN eauW •N OaSZ UpIglnlQ t3o.161d a.t�dlnhal C` jSnui N'� H,1,(�QS aq ,tow gappt luauauw pun al IMAM of pajlnhni stash el4a11 ulaeuaaud O 0u�abaaulAPuaagoid gaae of paLg1nsa sn i6aMnli ouml ol1 deal a au alnuaw olald 4auplsep MR41 A NN 411 al 1 4 ....irr� �fMh111.1�A •A'•147iuN�i YWW Wid 3AO13V IMMO 01. M814 ilxz I Ina ' 93M JO atae do WnWINIW V 3e 1sl •S3NOZ N33AME1 '00 .0 ONV 03NO '00 .0 J.V MH 30VdS IS30VdO 'L 'S3NOZ N33AWEI •OO Ar ONV S3'i40 --00 ,Z 1V, oM uoL H, M Mun .ZL XO'ONVNN3AO .1 .0—,4 WOkd OVIn •(OV01 gaol aL dSd a MAO ,n-I aCL NOA SNOA 'anA sl VIMNO ISMN '1M134 eepnjp pup seloe .im d30 OVO'I 3An NO ��,' 4=I C13SO N 4 '-LHO13H N`d dVV Z pil Piggy�� MINIMUM GRADE OF LUMBER Top Chard 2x4 SYP #2 or better Boll Chord 2x4 SYP #2 or better . Wabs 2x4 SYP #3 or better REFER TO SEALED DESIGN FOR DASHED PLATES SPACE PIGGYBACK VERTICALS AT 4' OC MAx. TOP NOT DIRECTLY OVER CHORD S HEES MUST BE STAGGERED SO THAT ONE SPLICE ATTACH FURUNS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLiD LUMBER OR THE BOTTOM CHORD IS OMITTED. PURUNS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDRIONS: �Q MPH WIND, 30' MEAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN ROOF, 1 MI. FROM COAST CAT I. ExP C. WIND TC DLrb PSF, WIND 00 DL.A PSF 140 MPH WIND. 311' MEAN Hai. Fg�2010 ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF WIND TC DL-3 PSF, WIND BC DL-S PSF. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 1 x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND 80% 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 809 LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" O/C. r JOINT SPANS UP TO TYPE I 30' 34' 38' 52' A I 2x4 2.5x4 2.5x4 3x5 B j I 4x6 5x6 5x6 5x6 C 1.50 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 1 0101 .24 1 --fa�c 1 L C I I C *ATTACH PIGGYBACK WITH 8"xex1/2" CDx PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES 0 W-0" O.C. MAX. SO TERN TRUSS COMpAram Fort Pierce Division 25Sp N. Kinaa Htghvvay, Fort Pierce, FL J4BS1 (800)23 7.(772)31B7Z0018-4160 V V ca Lr o, o p--1 c� Erection bracing b not the responsibllly of Ines designer, plate n nor Ouse fabricator, persons erecting hussar are cautioned to seek advice regarding erection bracing which is always required to prov and dodnoing during erection; and permanent bracing which may be specifro apprreotionL See 01-111 Summary sheet Commentary and dollops for handfaig, Wailing & bracing metal plate connected wood tr Trusses are to be erecled and fastened in. fastened In a slre'ryht and PI where no shNN is applied dlecly to the top chards, they shall bi specified an the tars design. Trusses shag be andie with reasonable ,trecliao to prereld dargL us C. C - -- - - 1 -- 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 S T - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T-Brace) is impractical. Scab must cover full length of web +/- 6". 1 *" THIS DETAIL 1S NOT.APLICABLE•WHEN BRACING IS *`* REQUiREDAT'1/3•POINT-SOR I=BRACE IS-SPECIFfED. - APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3"X0.131") NAILS SPACED 6"'O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH=1Z-0" SCAB BRACE 2x4 MINIMUM WEB -SIZE - MINIMUM WEB GRADE OF#3 Nails / SecBon Detail Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. T-BRACE / I -BRACE DETAIE 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 c6hVert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size NailSize. . Wail Spacing --_1.x4_or-1 x6- -- -- .-10d------- 2x4 or 2x6 or 2x8 I 16d 8" o.c. Note: Nail along entire length•of:T-Brace / I -Brace (On Two-Ply's.Nail to Both Plies) ..• ' ' alternate position , }1 WEB ,— `{ \i} t } SPACING } i T-BRACE Nails j Section Detail T-Brace Web alternate position Nails Web I -Brace Nails _ - - ----. --- - -- ---- Brace Size for One -Ply Truss ---Specified Continuous--- - - Rows of Lateral Bracing Web Size 1 2 - 2x3 or 2x4 U4 (*) T Brace 1x4 (*) I -Brace 2x6 1x6 (*) T Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8 1-Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 2x8 T-Brace J2x8 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,"I x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X . bracing material, use IND 45 for T-Brace/I-Brace For SP truss lumber grades up to #1 with 1) bracing material, use IND 55 for T-Brace/I Brac( L-BRACE DETAIL Nailing Pattern, L-Brace size Nail Size Nail Spacing 1x4 or6 10d 8&'-o.c. Note: Nail along entire length of L-Brace, .' (On Two-Ply's Nail to Both Plies): I WEB Section Detail L-Brace Web SPACING L-Brace must be same species grade (or better) as web member. Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover 90.%of web length: 4 L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or2x4 1x4 *** 2x6 US *** 2x8 2x8 *** —DIRECT SUBSTITUTION NOT APUCABLE L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 , 2 2x3 or 2x4 2x4 2x6 2x6 *** W 2x8 *** — DIRECT SUBSTITUTION NOT APUCABLE Southern Truss Companies, Inc. Truss: Al gp p 2590 N. kings highway �iedNm1452_ B aw Fort Pimrq, F134951 ssTnw l Datc 6i�AS =18 12635 P (800) 232-0509 (772) 46"160 (772) 318-0016 Fax � 1 oft Vcmion:2017.7.1 [BaW 21 Mat cdd Datsbase version: 1565 Spec Piilh Qty OHL OHR CANPL CANPR PM Sparing WGT(FDr 424)-0 5 /12 1 0-0.0 0.0-0 1-" 14-0 1 24 is 202lbs 42-0-0 6.10.15 5.3-3 7-4-14 7-4-i4 644 6-10-15 fS-10.15 13-7-2 21-0-0 28.4-54 35.1-1 42-p.p 5 12' 5r 125 . 3x4/ 3x41 3x5/ 3x51 7 A tx4 \ lx4 / ado ( 2001 1 e 1b 14 13 12 11 3x4- 4x4- 3x4- 3x4- 4x4- 10 3x4- c 8 2 6 7-104i 7-10 6 7-104 g 2 5 SY2 b 0.1 17.3 24-11� 32-9.10 41-0-0 Leading General CSI S Deflection L (10) ABowed Lind fR0 N*Cd: AC 2DW TC: ae/MACH: "hk LIM M-M 2D I-M BC: 4sA VAM a6sa L109 (12L) L/M7CM L/21bI= 0 A mkhm�ao: �x VOb: 471(5-M B=M (Mi. g Cexpfvtlm Ba=2D . HCDL: 10 71als 0&ess OtetX7(Aagk 0:4•IZKO.) P.D0.3.1L4&) O�I1,1dD,a) (40D.743.72.) (s�D43-11�a) c�43-Lia) fr�•11,1-10.z) 0zfl43•l��at a?4121AA.t 000438a) 019424at (t2o438A1 n70a3a4) naDamin) 05:00.3•S.a) Reaction Summary 2r Trm aeCadn DVV+pah Mmdal yah M.Rexa hfi g- v; 1Eft M.VZ'adulm 1 pin 1 e!e cmoaeMasm 30011 Lda Be �611s M.11eBa M.n'ae. -dna d2das 9 HBan(Y61Q I 8Sa CmrsaeMamry 300h 1.69rx - .8826 4BBBs ODD matww Summary Bracing IC rt 2406 P dm dap byokh=. HC Cqt BCHa®C She-%edwPfti.rt4Bg Admdmiiplg08,. LL-14 SPWSC6.20M2SZS2l Vflbt SPVJSC62D12/£i2A Loads St®mety 1) Mils teas bUs b:m desi3Oaedfadta efftas dery W ¢ft-d=dwdr—kadplo dmdkuk A7hbt=bas bowdedeedfa&eeffxb dsdadlasd3 m=wftnmsi1bASM-Woad me00aarmsteaxdw,,Abpt 1®aoe3mmt, r,rsveC,'Pdy ari=W C.HdAR D=bftQtgMR0- LOn eomB IDAgffim 402 xaM q L 150. Nat Pad 7mehms, Nedamdoebc MaA D07PLW.CC7,=eVAM44 3)Mmi�atoopeaab laadnxn aaaradmm wi811aC 7lih WD.lbmnatlem append ' hFaubw Form Summary 7idemS�sMaa$aIDffiCS�maeosl�S(mammlcfueeifddiamtf®>oQedd6s� Tc 12 0.742 -33B9 45 &M. =a, 68 4791 3.4616s 24 alm Bs I 56 0.T69 -lWfk 8.9 4iQ Bs i BC 9•W 0.99 3;Wllx (a,MN) II-23 0.754 19tbms (-Wr e) 15.1 a47a 32431k Elsgaq 1D-12 a89 2616Ba 196Bx 7315 0.1151 2646me �. lglns VRbs a s 4135 •40ans S73 0.7s1 suns `111 I I ! 1/// 4.25 03M 635Bs (•781 Ba) 542 4IY/ 33S fh; (E-.'aft) MO O.W �ft fin`) 4.13 am 71e Bs 642 0.0 718 BaVV,rr p O \�\\\�`\`v ►Yl. i7L�///� Notes:C EN84 1) Mils a.(ga b imdm Asae 7a0 as wmmdlBme2D17Flsddt 8ulsaecadd ,,\ <�-�i 2, WICR and H=CIL=dw,emolaodnd>mmdarmma daWr-k dpbxmeaexpmgmmt OfMadm dew ddeadlaa4—Pud■Deft LL+(sa-1)xDeEJDLfo &*m.mwahANsVML PE 7 1 i 3)Agafgemtml fmac Cq� LO4 hasbem sRSd1olbc#abtmltabmmdesip aha. sp am byThe 'hmt Ma j$CwapaAllWM 14M sectim 242 ► = 4,Llstedwlddt�DtmaimcizsdmMRa:9s0alsladmg � — -0 STATE OF S%NAL E�G ��\\ 1I111 1111� NO'Dc8Amlgdmisdsipt daBlef—h'—'mine.aeedm amtmam 7he*sWa ddds iaddwtM=b btadm8slp aadaaadaq=MMaaappBdlalbsumb, I adte5a qm teaomary aodarrgitlmas atmaiacmtlm sa BaID �fbeBdMmcDeigamwaalmmiad�lailadotesaxgmmdpa>eslmal m>aseale8seade>S•faPoetaa m�mesadxi�xb®n. Seetbeawa B1iaaA>R.. psgaodme taloomllm tnmml Nated'pegcforadTdlmai ia6ma>rm.AOmmeelapb>m sLsIl letaeaofaadlySm�m lboatSeCao�Xlse laatmebamolm3�•AD®ee M ffiO CSCY am7D moat daifdlowe! as1Pwln�tedmmmlx a•SC ILf•whirl iadeaa■ tmdm l6 7550N13nD 8lkS#Aes,;A3mlS1. Southern Mrnss Companieshh�, Inc. Trass: A2 }' .' �' J 2590 N. kbW Highway Project Nam= 1452-B • SIN Truss Dmignm dhe IBM Fmt]'jeers, 134951 Dace 6/28/201a 1:2636FM CvqPncatSoldionsTM Taw �S (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pvc; 1 Oft Vases 2D17.7.1(Bmld 2] MatedgDatabase version: 1565 Span Pads Qty OHL OHR CANTL CANTR PLIES Spacing WCsTAUr 42-M 5 /12 2 0.04 0-04 1-" 14)-0 1 24 in 200 bs 42-0-0 I 6-10-t5 6$3 5.10.14 3-0-0 5.10-04 I 1 I I I 6.8�1 6-10-t6 6-10-15 t37,2 19�rD 22.6-0 28-0-14 MAI I 42.0-0 Soda HS 18 / Sufi HS 181 5 6 12 12 Sr— �5 3z4l 3=41 4L5/ 415] 6 IX41 1x4 / 2L10� 12=101 1 us 6 0- 16 15 14 13 12 11 3=4- 4=4- 3=4- 30- 4=4- 3c4- 0 04Y0 8-2.6 7-1" 7-10.6 . 7-10.8 M 6 1 12� s 17�13 2411, 32 010 414' Loading General (M SUnnary Deflection U Qoe) Allowed Ind (RO lftcc&: AC2= 7C: 0.65(46) VedCg 0S(e L/781 M44) L/180 lm 20 MI-7D14 IC: OESD1-13) Wti7e 02flm L/599 (11•TO L/ZiW 7CDL: 7 ftMbbce : Yee VA: 4167(414) HO&C& 037m 10 E=: 0 DAL: IB% CmyFack4Ka-20 XML: 10 Phk OStemvwt 'T,An& (L•442,1AA) R•'0031L18) 0:04Z144,n) etD4M=) (543,b1414) (fiO-LM14) (7D43-1=) 9OU144r-) nsp-ID•48.) 00CMA.a) (119 -MOL) (1200.24A) O3A438a)-. O4D0.34.a) O&MMO) O&M>Ka) Reaction Summary IT Ten U90aho 1letym Mmeaat Bd9x90M Mazlead M.GWUn30 MeevMMA 1&,Ufd MteHed= 1 Pm(P M 1 Lm CmvmeMMW 10Dbt '4619 am - 4MLs fi983s -119mt ' 10 RIWC M I Lm CmadeMsmry Mh 1,61925 - 46md -Mas Opt MatmW Summary m (ALSC6"M0224 7C A-e- sh.M4 ¢ept se 2M 7C SP(/13MM13) SS 2.A adept 1CBndsg ShamrdaPn%Rad4164Pdmde6MtVOmm. MIS SP( OMMMOIA Wdc SP(ALRC60012JE32s3 Loads Summary q iLic emt ba hm asllpea$a�e effem 8eb iDpct6mmcL�pre Imdplm dsalm8. 2) lbb ma ba ben dmigmlfwthe efs dabdlmhmemoesbhASCEI- IDw&4e fdbamgmadjmadmgt 18)vode®4CwC.FWF dW4 QUaft T-ldl-LC&OyHa-1.04O=BB1d Dmt40AzCMff. b-15XNa End 7aee7ha.Hesbamde&md&rMDM- Lm.CCzme7aAb4a 33&G-h-- smsla6nSlnHC MM. IWUWna bem.NU d Memba Form Summary 7�,em�nl�aam�:cs��amlr�(�mn�t�vac�ls��a�f� 7c 1-2 a75t 3,MAs sb 0.67a %1nrm 9a0 a754 357l as 24 0.70 ,Mums 0 0" asD3s 4a MM as70 a. 79 0.70 Bs BC W41 0.49 3,2163s Ofigmt) L344 a774 1.9%IX (413RE) 164 0.474 $2461b H.f®Tb) U43 CAM 2SD3■ >b 1116 aril 2SO me 178ps 1 ! I11 I////� 90bt 2-16 (13I -415as 544 OM 777nX Was) 741 a3od 6423s (•28)ps) \\\`11lI �p \� aw` 1Vt. B[ // 440301 6QBm Mrs)7-13 OM7AVMS) e) gat 0.737 -asks\� ! �X 444 0.671 7D73s 743 0.671 7013s � \P\v � \:\6ENS�� Q7Ladmip¢blasdm ASCE7•Wa,d=nzdW*e2n7P1dd> DWO& Coda 2,RnCamdHmCBdemetmal dstnSwleadplmPoeaeepnRmmt dae0mDmasmadnbt4a71ea u.+(Ba-T)=DrB \ � PE ^^^��CCC...((( / adbedrmlalddmfmt DI.Im an�eeaim AliS7/!Fi L 3)A9ftCwbdfad;Cq- LOD. Sabem gp6mtrnDepWelreaimbtasesdm)p/t vbaa q=lfi d*9wT sd uapmANMFM1�Secim 242 A 4)Fw"tdeQoledW- 10,eeantpmdisg •' 5) Ibld sbd gidl t=mioa laed m MWF= Cdy 1udmg STATE OF 0 A, •3i�1 4e, -,E ORID� \N�1 S \N ONAL 1QOlZCBAa4gdffih dmi�theabe6ahbedm�eemmim aatoma lbeddy dibh iednlddl math dtedmdedlg edtesaodmgue�uu{pliedlyths7hmsada6agmmeeooQety B>mm1t'L BI� tnd e�t dhemfma�msd )d•meBoDSmLDaI�m.Atedm mis davmg>nt�ecaepgmmdAdeamsi ngm®CtCqUnb'HWsdit lx*ema eagmeetdMIM dsva See & Sam So�7'ag07�51 lagaadme'Impnnl T-9--9— AB CMDOW ae tog be®d=edbVMcPm SmoW7kCMWMx7n9 tm a a Wbh ffi-=. AB..= �plgmO H�1 FL Ame A3HA am20 mien&e dah l30ered a'4r SDirb td M Wa`SL 11r vbid bAcosa tndm 18 Southern T Companies, Ine. ass = 2590 N. �p TmssPiDjeD amc 1452 B Dts!&a= &c 3OtJTf�N mss Fart Maw, Fi 34951 Date 6/2M18 12637 FM COIEPO MI SObtbns— �Q�Isi�yD:g (900) 232-0509 ; (772) 4644160 (772) 318-0016 Fax Fags I of l ,fig Vasioa 2017.7.11BuM 21 1D4abasevc3si= 1565 PR& Qty OHL OHR CAW CANER FLIPS spzdng WGTAUr 42 0-0 5 /I2 2 0" 0-0-0 1-0-0 1-" 1 24 m 207 En 42-0-0 510-0 535 6+11 7-0-0 6� 11 6.33 + 5.10-0 s10-0 11-1 5 17 6 D 24 6 0 3a1a11 36 2-0 a2 0-0 5xs1 sx6- 5 6 512 i 12 �5 3AI 3x4 \ �� 7 3x5\ e tit 1x4 \ I 1x41 2x10) 200� 5xs- 1 ad- a 16 15 14 13 12 11 3x4- 4M 3x7- &9 4x4- 3x4- v 040 a0-0 7�9.0 &9-0 7-0-0 6-0 & 7-9-0 9.9-0 17-" 24iFO 33&0 F 41-0-0 Loading General CSI Summary Deflection U (10e) Allowed Lmd as0 V4CDde: A3C200 1C: E76M WriCM 0-91.LIM CU43) 7CLL: m VI1-A14 SC: 0.190440 Wet IL, aM in Lim OM4) LIISD L/240 7=: 7 BLpldhelc�: Us Ta: OMCM3) H=CR 0.181n 10 BCIS.: 0 D.O.L.- 13% COMFs"Ka-20 BM: 10 1 AaeofsN P&XRAD* (L*UJJ;a) Q00,3•U,3S) 4�111-i0,a) (490.3L' .) '4f0•L311.7E) (Qc1-173$a) C 4}77.72) (B411.1-10�> 19>t•a.13335) n0.4-121AA) GI�4aanl Gznazaal fuoa3-lD.) i (14:I.123ga1 (1stoD.aaa) nsoa3aat i Reaction Summary n Tim &¢cadu BLewdh Mamw Ummyldh M.R.Ct 1daxGWIW Ma:wDet3e6l Mstthfft Mcta� 1 Pia MM 1 gin C=.mMasmW Mrs I-M 1. - -Mrs 1088d1(FM I bin CmmteMumry Min LSl at - -aft 333H35 wing -031s CDR Th� SP 1�Q3A 7CB�t®6 ��a�teb70,Potmdm6aM0dm& BC SP(ALSC60DL ssm easyt Ecoain6 Sht&adapadmsat4KNdm&siptvothes. MIS SP (MM67Dx 92A Wks SP(ALSC6,M2)620 umhsu�irdteeSeee I)� duew 30 yd--cUdr kd*s dsdimdc 'a Ibis 1®this hem dmgaetfa0e em—etwbdlm4t ia—f.—v&AS=6 10 vim me lCuamgumd6madiepm l�mAeli2ea Rqs C,Fmylaldavl GsVcfft VdL&9CatgatyH0-LOU Omasftm u 40lx4lM t1 h- IS4 Ndrnd7ma71mt.NeMat mdvebmacideed DOL- UV, CC 7mewdh 48 3)M�Oaage efdtlmdmginatsmlmm sei& IBC 71de 16011 has na lam gpxiod . Member Form Summary TM,, N l.Q TC 1.2 asa6 3,WHs 56 0.751 ?,2581m 940 DA6-3-9➢8= . 24 0.664 3,300 H= 6-7 0.751 3,4MHs Bc wn 0LIM �ffi (-LWU&) 13a4 UID zms� (Lnatht 164 C.M 3ABe F1TUMS) U43 Us 276D as - 44D W46 OA6 2.76DIs MARM NEW 2.16 (LIZ 352Ha 5.14 a2H M499 (-MHs) 743 am WAS 416 = 4955a (Izft) 614 0.W 2M1b (.a llx) -Al 0M 49514 (436Hs) 444 am MU 633 o.za Slstb ounc) 9.11 alit 39 mt Note+. �\�� :�CENSF��L-/�i 3)77tkt de�h}esedm ASC67iDa affae=a61yffiaA17Am�8mldndCad: 7JWRCRaedl3mCBtnthe.adfll®dLedmonld6em6w1m6yis memxpmmymmtalde0e�m demaatdlmq emgmede Dea rs+(sa-p=DeE ffi3n / ` / PE 7 1 amcdmmvMANWML 3)AqmftemdBdm Cq-UD,basb=gffimdmffiepimehte9 n-Woce deitpabo a spdbdtvdmT n MmakaapetANS1II 1-=Sa6m 242 ■ 1 i®tedstammumst�lszAmot(C[lpagdmda dtebeedm(s)thomn Hmq arms Tzs&q ddY baa4 =DMBMMRACR FaImsdtn I*CROoddmjmdbmcbgswD*MMMGW .6 STATE OF 6)rIIWaDe,pal> eaa6mlda G,b,aaa6 / , z ; \\\\ �1111 1111� )K)WEAm1BsfPob desi8t<>u➢ ha6mhhadwhe meland ' sagiiedtWg.Umbbnu&ctww=dstfimzgmlhencommI Bfraail makly mdmmylamat d6teiatt�•mtafam pytSeHdldnyDmgsaAselmthu da a gmdmeaaspowetpofinleaden mltspmt@Smsdfirlheum empmmt dmp Amm Seelheeua I awR¢f7msl pgpsndtbe'fmpmmtlsfmrmm&Gmemlliaes-Iegiatd3¢®tl isfmmtfm.AHamemaphtu da be 0 q tFSWm Sttmg3leCmpay. ldd In sasdmmait ES MU. All omnma ?�ON16DpHwSR Fies4A3ffi ase7D tAm me dsk BBDvafl t'-Ig'vhfda mdms m IR a511! vhl� todata = mssim 16 Southern Thus Companies, Inc. Truss: A4 N. kin DOliTHEplll &S �a'aY 1452-B hoic2590 CompnDe4rtsolutions- �psg Fort Pierce, F134951 Truss Design Truss Desigll� &c Date: 6f2(3/2018 12637PM Truss CONU NYIES (800) 232-0509 (772) 464-4160 (772) 318-0016Fax 1 Ofl Vesion:2017.7.1 [B1nld 2] Material Database version: 1565 Span Fitch Qty OHL OAR CANTL CANTR PBES Spacing WGT/P11 42-0-0 5 /12 2 0-0-0 0-0; 0 140-0 14)-0 1 24 in 207 ibs 42-0-0 7-6.14 7-11-2 6�13 4-11-3 7-11-2 7.614 1-&14 15.6-0 21.6-13 26{r0 345-2 42-0-0 5x6 HS 16 - 3x4- 5x8 HS 16 \ 4 6 6 12 5� 12 �5 3x4 / 3x41 3x4 / 3 7 3x4 \ d ' } 2xI51 2x10� 1 5xs- 6X5- 1 16 15 14 13 12 11 10 1x4i 4x4-3x4- 3x4- 3x7-4x4- 1x4i 0-M 0-0.0 1 6fr14 7-7.2 5£t-7 6-2-9 7-7-2 6.6.14 7$14 15-2.0 20-7-7 26-10-0 34-52 41-0-0 2 Loading General CSI Summary Deflection I/ (Ice) Allowed Lead (FBA s4cab: MC2017/ IC: 0.94" vatc& "in L/77/ (12-U) LI180 TCIL: 2D IPII.2014 HC: 0.9706-1) MSIL).• 0.21in L/999 (12-0) L/240 7CDL: 7 RepMlrinmesse: Ya Wb: 0.3SW2) Hod C& 0.22in 9 RC11 0 DAL: 12S% CteryFador.lia=2.D 13CDL: 10 Pate OBaes 9nt261�An (I:4.12,]-9,a) Rl-u3-ba) 0:0.11.1.1=) (4Q131Z0.) (scl-MAO.) (&o438`Il.) ='t- ) W-IZIa.D.) DOnaMM) md)gxaa) 02:&0-3s.a) a3:14Z3aD.) 04:11zsgat asooaan) (160AX90) Reaction Summary IT TAM 13¢Canln A2Vail Matedal Red HeWtsh MaRezd M.G.6,upaa Ma:t WndUpH MaUe00. Ma Hinz in I Pht (V18a) 1 8 in CmdaeMasmw Main 1.5611b -M as - Ban %Ib 9 Hltdi(NhID 1 CmaseMasmsy 100in LSE)Ib �--1i981b -was Olt AfaterialSary ZA Bracing �r, NI� Shemhnmmap.-t'ms at 2a0. Aidin deri&�bYOWas. 13C SPOLSCM� RC n®eibg SheehmmPm nB at 3-K Alin &dgibvOtbaL SP (A D32B4 Loads Sim unry p Ihis tmu bas hem ckal pedt rtheeEeda dm to IO p f tramebadfrolmdpim deedlmde :4MisvmhmbmdWgnedfathee&dada;odlmdiinemwftcew&ASCR'/-IOwA&ef owWgwwddmediopm 1WmpL +d�hmte. F�emeC. iLfYFadise4 OsddBip DdbftCsteMyna- LODI OsmSEUgDi=4D4x4733A h-IS4,Nd Fmd2meToss,Nde,ermd nbmosidczd DOL- L6D,CC ZmeVNdh4d. 3)lsfm®staaa attic lmdnginamoftwvvh 1aC We 16D11 has ad Ecru app0ed Member Form Summary ays naales:Ma�mm.,o�esL�twa1� (�m� gaelra�t�n�am�) TC 1.2 0.925 -3A%Its 44 0.876 -2.Nro 68 OM -Z692 as 156 24 D.9m Z60 as 0.822 a s71 as 8-9 a939 3.671bB 13C 9.10 09I1 3,110,ft (•1.699aB) 12-D 0.79S 2518 as (-1.181Id) 14-16 0.%1 3,1421b (1.606gs) 10.12 0.936 3143Its 469911s 13-u 0.7A ma -1 IEB 16.1 0.974 1142F. RIME-) Its;ass (Isz1b) (alsmt> 0.129 Mac iu a n 2.14 H O-W --IM88-1122 03 Mf I N/// Notes: 4-14 0.1S9 4901bs (1Elib) 5.12 0.167 388 He 8.10 0.12•/ 3141b \\1 \\\\�P� s ll f3 L ^/�L 1)Ihis deigi &baNm AWE 7-10as refe=edhythe2D17Fkft DAdsgCade 2)Vert CRasdMUCRsathevetiealandhad-al "wims deto asslmdpms theaeepmmpmmtefde0emm de tedmd lmq mmptedas DrBLL+ ��\�L\'• `tGV S��/�/ j aooadaoeeWM AN9/81L (Bm-I)xDdlpLla 3) AgnIlymalml helm Cq- LOD, has been gOW tethe plate tateal nsipaomedesiga alas aB spmfiedIs•meTws Msau6mrspeANS[B1 1-2p2 S.U. 242 A�''ide.adagmtOd®agetela-0210 mpu A®btdatematmmnsta®l=msmbt(CL�edat PoelB�im(s)abown. Rdms awB CLRt ieadeginaDyheeac\ltCB aee]1WFa Bhmdve a , PE�7605 \ l -- fo CIBs anddagmal ba®¢ rsD-WF=PIItDRCR t 6)iisbd w3odtpa0. teadims baamm M99PIa Onfytmdn¢ � - Y � ( //11IIW NOMCSAatjb•4ftbb dmim "En asmlehedtothe eeetim emtaem nedesigi dtbiB mdsldml terns 1a Iasmm dsi8s clime aod>e�m><agy6mbythnTa,sv Mvatiamaeramtdw endeaeptdeass of1helnfmntam sdfadiby die War- DesigimAsdmthia Iwin¢iBdata aooepmm dptl6sslmnl®®nmhig>apmaf�itysddyfmtEamsa maopBnad daigi ehma. Sa the axa Brian ptgimd ]i>�m d:0mea1 Nda'mgi firaddhimal ia6s®tim. AII eonedmp[meB aba0 6e�t6auedlrySimFsm Stsmk'De Cmp3By.1Be fn saae�ee w� PS&2762. AO svmehe Snstd 2D w=eant ate7D mless B,e skis fe0ecd ■ `-Ir which iodates an 18 cr-So 1S which mduatc a M moan IB 2A0NBmgs Hag PL Fea; F134951 Southern Truss Companies, Inc. Truss: A5 2590 N. ken 13i W SOUTHERN � ay Project Name~ 1452 B Taus Desig= lihe Component solutions -Muss FortPiercl, F134951 Date: 6/28/2018 12638 PM T Thus COMPANIES (800) 232-05,09 (772) 464-4160 (772) 318-0016 Fax Page:1 of 1 Vession:2017.7.1 [Shoed 2j hhteddDatabasevcrsbir 1565 span Pitch Qty OHL OHR CANT L CANT R Pi1ES spacing WGT/P11 42-0-0 5 /12 2 0-" 0.0-0 14)-0 14)-0 1 24 in 201 1bs 42-M 6-6-14 i 6.11-2 7-6-0 i 7-" 6-11-2 64>14 6$14 13{r0 21-" 26.60 35.5-2 4243.0 5x6 HS 18- 1x4 i 5x6 HS 18- 12 3 4 5 12 5r —Is m 3x4 / 3x41 IL 6 cb a 2dl01 2001 7 T 14 13 12 11 10 9 B lx4 i 4x4- 3x7- 3x4- lx4 i 3x4- 4x4- 04)-0 0,0,0 1 6{> 14 6.7-2 7-10-0 7-100 MI14 67.2 5fi 14 1 13.2.0 21-0-0 2K o o 35-6-2 41.40 Loading General CSI Summary Deflection IJ Qoc) Allowed Led (164 Dds Code: F3C 201D 7C: a89" vat Crt: Win L/691 (1411) L/180 TOLL: 70 IN1-2014 BC: 0.93(74) ved U- 0.31m L/999 11 1/240 7CDL: 7 RmMkla=se: Yea Ntb: a7Sa-13) B'=CR: omits 7 ECM: 0 DAL: 125% CtapFaaac.V=.0 BCM. 10 Plate Ofilets Pat X,%Aogb 0:4-72.1.9A.) �1-12.3.1r) Pd}1.3-L.0.) (4403&90•) (5.Q1. IZO') (&1-1 ;i=l (7:4 ZI-9,a) (8:00.n .) (Y.1-173sA) pD90,2410.) Oldla38.a1 (1200;tAa) 03t•12.3$) (14d0.3$91U Reaction Summary 3T Ike EWCmm Bm Wdh Mmaial RadBcxvaeh Max Ram M.CG ud0 Ma Need UDR Mmtttose MzxH:a m 1 Pia (MM 1 9 in CadeMatmry 3m io I,S561bs •093Its 4 96 no 931h; 7 H11d1(%M I g in Conde Matmsy 300 In 655416t - -g 116 Olbs Material Summery Bradng Summary TC. SP(ALSC67II #22x4 7C Btaalag Sb®thda•Pcd'ma at b7-k Pedro dalga byOthem. BC SP (aW62"9224 BC A-dwg: Shrathd arPaliu a13.IK P+En design by ether. vmx SP(hlW6Mg032A Loads Summary . 1) Thin tens has bem dsigtdlb, the e&M dmm 10psfb3tomchoalMlaadphs dadlmdc. :47his h= has ben dmgaedthrthv-Tm efwmdlaa& in amadammwvhA5Ch7• lOwhh thefoaowm¢hsealdadmpL 16)sghhitaate E4caaeC.Fd4yFadnsed GeblSp 8a7dmgCategayBQ-1.00), Oeeall Bldg lobes 4D 8 x47-M ft.h -159. Na BidZme7hss, Nedbercad vebtmtidaed DOL- L60, CC Zone VMh 4L 3)M=afm�attic lmdag m —rdmae with IBC We 1607.1 has na bem agiid Member Form Summary 71Heiadrmd:MemiatIn. —CSXsetaxialarea, caawxlbrx)rdttrmtficae— axialface) TC 12 a761 3=lx 34 Qav -AB. 2s31 -MM. 4d 0.99 3 a-2=ft b R� BC 74 0.925 3.1901b (-1,7d6 tEa) 9•ll 0.903 7„%6As 0.I40 Bs) 13.14 0.913 3,190 ac (1.764lbt) 8.9 0.913 3,19D ms - 7660e 11-13 0.903 IS66ft 1 N 14-1 0.925 3.1900s - 7041k NBa 2-14 0.110 Z55Iht }I1 a506 59011s (-2'ASlhc) 59 a193 4/51he (12) 2.13 0.751 725 a s 4.11 OM9 403 b 69 4rA-7t511s 3.13 0.193 475Bs (-8911x) Sll OM6 59DBs (,Mac) 68 (LIM 255 ast Notes: \\\ `�' 1N_8L 1) 7his dmige is Ina a. ASCE 740as teI bytha2017flaith Bs'IdagCsd; E ANm CRaodHm CB.ne thes�cal andhairmtal d�Betims duem)heloadplasthe ccapmxapmmt dmmdetiloA \ / �G Ng ordesettm caapmdas Defl LL+(Sc-I)xDcODLia aamdmm vtth ANSIM2 L I � 3)AgnftcrosdfitetmCq-1.0qhubemappliedmtheplatelnmlteaisteamdaigihsaluauspe!W%riheTi Maaa6aaapaANSVMI-=Settm242 .9Fnxidea&q.9 dmiaagempesmt}mdag , PEL7605 5)Llsmdwlsd hpae tatiaaa bssdm Mll'Flt,S ontylmdmg / ` � 1 — — Yi i -o N S� / felt NOIR:EAm "Idll9s dsilp abaBs a fm& bedmtlu e-g D tmoaam ihedea� of thie fndnidd hm a hhtadm deihlg ectesaaadseleheasats ecpiiedbythe'tnsa MaahBmaerhmdrBa lmda®plamaa tithe iaS�msd fath bathe Ra7Gn¢Deaigaa.A sadmthis danaiagladiaaamgianmaf qm theamracY palasrmalmgaeatngtes)msOt9irycde�f=thetnssomlmmtdaicgh.thoaa Sm theana )3IIaIIM. �y Phsandlhe'7apmmllaft—fim&Gmeal Nan' _ Inc is amadmm affi E4ETM3. AB omaeam be Fcaaa Mr Stma Bag67da51 am 2] colas the simis Mcivd ate" whi�hsdhieb iudaa sa��ar'SY lb dias tankn IsCgum oalr_�y, pum Vista, 2590 NICm® Hwy FL Picot, M 34A Soutliern Truss Companies, Inc'. Truss: A6 2590 K kings Highway Project Name: 1452 B SOUTHERN Tn1ss Des*= dbe �p Fort Pierce, F134951 Date: 6/28/2018 12639 PM Component SoL16012S7M COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page 1 ofl Truss Vasiow 2017.7.1 [Braid 21 Mattel Database version: 1565 Span Pilch Qty OHL OHR CANTL CANTR PLIES Spacing wGT/PIY 42-0-0 5 /12 2 0-0-0 04)-0 14)-0 14)-0 1 24 in 201 ]bs 42-0-D 5-10-14 5.72 6�-0 6-0-0 6.4-0 5-7-2 6.'114 1 ( ' 5-1414 11-6.0 17-10-0 z42-0 3D-6.0 36.1-2 a2.0-0 5x5- 3x4- 4x5- 3x4- 5x5- 12 3 4 5 6 7 12 T 5f- �5 3x4! 3z41 m 8 A- zx101 2001 1 SX5-- 9 16 15 14 13 12 11 10 1x4/ 3x7- Sx5- 3x4- 5x5- 3x7- 1x41 0-0•0 0-0-0 1-D• a-rr'la 5-1rz 9.6A 360 6112 afrla 1.0-p 5dr14 11-6-0 21.0.0 3066-0 1 365-2 a1-0-0 ' Loading General CSI Summary Deflection L (loc) Allowed Imd (1-0 ft Cade: FHC 2D171 TC: 0.7D(46) YctCm 0.711n L/649 (VM L/180 7Ci3.: 20 7PI1-2014 DC: 036M) VietM Ma. L/999 13 L/240 7CDL: 7 3tepMer1na®se: Yes Wit: 0.92(6-11) Hati m Win 9 WTI 0 DAL: IB% C1eepFadMKc,-2D BML-. ID Flare Offsets QDt•3:.XADa (1:4ZI.9.0.) (2:I4434R) (M-19,0.) (OAQ341,0.) (SA0,20,0.) (6941,3-8,0.) QdD39,0.) (8:1-143Q22) ry.4 ZMA) (IM43A81.) (IM-1238.0.) 12-002 ) 03d0.3S.0:1 04:00,2.8,0.) (1f1-IZ38,0.) 06:00.38.81.) I mcdon Summary rr Tsae DMeAsao Sn Vim Materiel NWWdh Ma Rod Max Gavtfdi0 Max WndlldM Martlk68 M. Hadz 1 Fis,(PM 1 8m Crouse Mamry 300 bt I %ft - fi980s -aft70 no 9 HPA(MM 1 Bm Caacee Masatry 3.DDin imas - -(9811s -aft 0Re 11iaterlal SUMMary Bracing Summary Tc SPW.SC6-701i)022D4 IC 11-6. sbeathed.Podma at 2841, Ad'm design, byOmee;. BC SP WX6-2DI3)SS 34 DCHada& ShmbadwPndiasat490.Admd itm MOtbas. Wda SP (ALSC6201$1#32x4 Loads Summary 1) 7bis. bs Lem dsiptedOrthee8eds deeto 10 pfhxttmr3adliss laadpLa dedlmds. 2)7his mat bes best"pod for the coeds afeindlards in acca*nccvMASCb7- 10witb the Mmiagwardefined-rapt 16ORbuli®te, F:pmviceC.F.UYEe1OSed, WdaSh lialdingCatepxya (I- LM OsmO HdgDbm 40 fi x47M 0, It -15 %Nd End7meTnns, Ncithemdweb cosmWeed. DDL- MD, CC Zme V1ldm 4IL 3)Mmlmm stage attic kadng in aeoada=m MIBC MMe IW7.1 has not beat agiied Member Form Summary 7aHe;D��:Medx=m.D=acs�>�adalrave(��raax;rd�me0®D�a:ul�) TC 1 z 0.673 3.SD Re 46 0.696 3,38I Us BA 0.0 3.513 Re 2-3 DAR 3,D)8IDs 6-7 0.673 Z7561k 3d 0.673-;7360.s 7$ 0.681 -3,01811. BC 9-10 0.422 =as (-4811 N) 11-13 0.562 3,3171be (1,8OD fie) 1S16 0.44 3,1131te (-1,816 ins) 10-11 0.452 3.2D3 Re-1.817ft 13.15 0562 3.317La08718e 16.1 0.422 3.771 ft-18100a 1I I� Wda 2.16 O.OB 2D40e 4-13 0.142 35D ft 015ths) 8-11 0.458 5n BE �\1 `�` 0.9n 7131b -1151ha) &10 0.081 31421e 3-15 OM x9ft (355ms) 6.11 ( \��\ N IYe. 0t��,/�� 4-15 0.921 713 ma 7.11 0.3I9 809It (3sft) Notes: 1) 7his deipt is bcedm AXE 7.10an 0 1ty1he7017Fkxt& Hn7r<mg Code 2)Vat CRandHmCR= thevedieal andhmamtal defladima dmtD lice lmdpbs the rab*cmVment ofde0ettim don to dwdlm4 caopwedm Dek LL+OCq-1)xDeO_DL(n weardaam with ANsf/IPI L = / PE\7665 t 3) AgnrgycmtmlSaq Cq-LOD,ba Lem t�pliMp thoplalebaud resistance sign w1ves a specified bylbehas ManDSdcaperANS MI -AN. Sectim 242. / ! 1 - 4)Awide d®na.=.-Lvmtpat3ag -----••III 5) 15stMwind MUR reactions bsedm MRM 0*lmdimg. ,r b.i A dr r/'_• 1 -40RI'D &/ONAL rill I l 111� N07C13AcWcfthb daWa shallbefemisbedtetheeerrion mmnae 7hedesipo(thisindidd l4ms is buedm dwilp aitaa mdsapnemmtssgplWWtheTnas Mandactscandeeliesqxxttheas-a v B11aQM,Blt: m andmpletmess ofthamfatimset fudh by theHa7dimg DesigDQAsol mtbis rlowingroA-- acceltmeeafy f eland mgne.ingregoc3iWysddy formet the campaceat deilp shown. seetbecom Satrt Eog® M pa�mdme'7mpatmtbtfimaim d:Gmeml Ntrts"pnl�fa DditiomliaBamatim. All cplaes � oennectshu beD�aixftSmm pSnmg7le Campmsca y, IncInct c-c visitEM-2M. All cmnetw 2590 NSiags Hwy FRL Head F134951 Elam asv2DMM atlas 0a s3ark faODmei a••]8'scbleb incises an 18 ar•5918', wbirh indicives ahlift lmsim 19 pwOft Southern Truss Companies, Inc. Truss: Truss: A7 3O1lfl IN 2590 N. kinp Highway Pn6caName: Thm Designs 1452 B &C FOItPiff0f, F134951 Data 6=018 12639 PM m CO�°II, �� COMMES (800) 232-0509, (772) 464-416D (772) 318-0016 Fax P 1 o�i vmk=2017.7.1 [Bmld2] Mate®1Datsbasem i0n 1565 ' Spas Pima Qty OHL ORR CANT L CANf R Rws Spacing WGT/FiY 424DA 5112 2 04W 0 M 10-0 1-0 0 1 24 in 1971bs 42-M 4gp 4 8-0 7.8-0 7.8-0 7.8-0 4 8-0 8 8 0 17-2-0 241D-0 32-8 0 37 3-0 42-0-0 1 I 5 Shc Hs 46. 1x41 4x8- 30- EaHs18- 12 5� 1x4 \ 3 4 5 e+ I6 1x4 / 2x10I 5- 15 14 13 3x4- 4x4- 399- 12 11 10 3x4- 4x4- 3x4- v 04) 0 0.0-0 B6-0 7.84 7-8-0 7-84 8480 g.8.0 172-0 2410-0 32-0.0 41.00 Loading General CSI Summary Ddection IJ (loc) Allowed Imd (P* Htea :: PHCmm IC: 0.71Q-3) VmC@ win L/567 (MtO LIUD 7ML 2 7PP 7,214 )iC: 0.46(16A 14ri7I emb LIM (UTA 'LIM I=: 7 RepD4h:lmaesa: Ye NlL: 0.49CM4 Cot/C$73: 010UP zing 0-I) 2I13) H]L: 0 DAL: 125% Cot/O L7- Of¢ 2./D - 2./0 Reaction Snmmaty 3r %M &aceshs Hxy9eh MA da BadH E M.Pmd Ma(imIIeTd MnlFeaus0@ Ma:I1dd MnHrtiz 11-0(%M I Sin C-�Idnm7 30)is 454Rs 486ms %As 9 HJmR (99� 1 Sh Coveemnany IMIR L548s -one -0PA 00s yTSPS�m�B� A-506A4aAeft 7CaPedmcn3PUrhdsSMti0fm. Sd SP OLSC62I3) SS 24 S-7 SP WSCGM 3) S52A 13C SP(AL4C6MSS2* H;is-ems Shed,adaP�fnc ad 444, Psdin Bai�MOd<m. ws SP(AL4C6d01AG2d Loads Summary A1Lis mss hs-lee¢ dedVedfsrmeelFrm dsm ]0 jdtru®d�Prvelmdphe d®dlmk. 2)'lbishm-huh- datlmedBrdmebl orwWkads h ecwd=wMASCh7-low h thefdlmsim¢wwddeedinpC 10mh%khone P�pemaeC.Fdlyrmelane4 pa-3;oielmdmHtw�]aC 861�e 7fiR.lha nn 6en �aea�R2hfB.aeadarbemedaad. DCi.=16).CC ZmeWfdm4R . s,r_L�lc_�r. e..��........a.,_is.J_..._`.,.._,.e.�..:.a,a...R.....:....e....c..s1c,.,,.r.,,.....mi i..,.� 7C 12 C.m 3,WA Id GM -v alb SaJ am -34)lh 2,3 V67 -=As 67 am 1D19as Z 3-459d 0. 4=fls 7-9766 BC 9.10 OA79 3.Zf611s (1.9n Bs) na 0.09 1019Ds RMR15 ]SI 0.479 3,2 us (-1%ODA) Im 0.467 292 bs - 01 DO 1345 0.467 2 22 OMRs WAS 315 0.24i -a 0s 4-13 O.if6 4261b WES) 7.12 UN 41n70s (-M40s) 3-15 066 4090s (-Nft) 613 0.0 1140s wo am AaRs MRS) 3-13 0.494 lAfiRs (-713ft) 612 0.166 4340s (4m1k) S." . 0M -was Notes: I) Lts d4pii,heed=ASC874Dn-eemedla9ae217PA" r-Ado04de A11nCRsndH=f'R—ftsediradmdh®til@deli--dnfa5mimdphsd+e=eprmpm-ld&4kA;mdatedmdk4wgmedssDd 1S+(6a-1):DeBDLis anom>mmxifh A17961Pd L 3)Ago.Tgy®ld 8ele[ CRC L04hnLe=ag&db0�eyhde}dmissianceQsip dm n rya�Af6be4ss ModusscPeAt75IBI1� Sa>im 242 4)Pawide ashs�sde dumszBbpeseetpndna. A ®7sdieab emfmmlsmlaesoafat(C[>�pregisedet�el�-(-)shorn.Bw-dClBamissd:qoa#/6aJms0yhsnLsmD-Vas'6CI1l�ACE rvr.D.bha 10C18-ddAPradbarisL seDD-R' d)ii9d kd+p5lese4imshod-3l1PkiC4 C*kmfti \GENSF-\Ill��ii/ PE 7 1 J�'* &.7 STATE OF o E ORID sS%NAL LNG ��\ III seapmmemav B1imMBleak]y 1Smdmeeser smaPl-gB7dla i. AOt®ena 29:UNflng4 Hvs it Fi®CP1349A Southern Truss Companies, Inc. Tom: A8 J" SOUTHERN 2590 N. king Higllvudy 1 $ TTID-- dhc n' FitCOMPOOMAScTROS Pierce, F134951 Date: OM 4:5819 Py1 221 cQMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 This Varsim 2016.113 [Build 10] Material Database versica 159 Span Pitch Qry OBL 01-IR CANEL CANER PLUS Spacing WT)PLY 42-M 5 /12 1 040 000 1-01) 1-00 1 24 in 216 A)s 42.0-0 i 14-06-21 69-0 6-9-0 6.9-0 Cr9-0 62-0 14-0 7$ 14-00 14-3-0 214)-0 27-9-0 34b0 40-8.0 42 0-6-0t'-6.01 r--3.2 4 4 3-2-0—y 3x4 - T12 5x8 - 3x4 - 5x5 - 3x4 - 5x8 - 12 5'F 3 4 5 6 7 --�5 4M7 3x7 / 30 3x5- 8 39 1 1 9 EES T15 14 13 12 11 16 6x6 - 5x7 - 3x7 - 5x7 - 6x6 - 10 1.5x5 l 1.5x5 l 0.0-0 0.0-0 12-0 6-911 6-9-0 69-0 12-0 1�-0 1-4-0 7-6-0 143-0 21-M 27-9-0 34-0-0 40-8-0 42 Loading General (NJ Summary Deflection L/ (loc) Allowed L-d (psn f cg do FBC2017/ TC: 069ps) N&M 089it L/524 (12-13) L/180 TCLL: 20 TRI-2014 BC: 099(12-13) vn1J_1 0.44b L/999 13 L240 Tom•: 7 R.Pwfmmsc Vs Alb: 094(8-11) 111 OOWY 2L/561 (9-9) 2L/I2D BOLL 0 DM: 125% �nil6i[Sc 002btr 2L/999 (9-9) 2L/120 BCrL: 10 fbaOC 0.16it 10 Aatwm(7ert741'A (13.14�1-3A) (21.12,14,12) (3:1-12,3-8.Q) (4:1-V38p.) '1 -,0-) .1 (@1.1238A) (7:1-1238A) (8:1.1231,14.) (9i14Z-3A) (I004LIM) QID0.38A) (123M-81.) (130A�80.) (113-02$Q) (I500380) (160$3-0.90.1 Reaction Summary Jr Type' BmC ft &RROh Mavw Rgdfi¢VWh M.Pm M.C—Lw M-VkdtW Mutt Maxlhtb: 16 PhC%hl) I 8n Cau maamy Moo' I54fa -Mh -6981s -46bs m 10 Hw(ml) I 8h C.Mm m 300h Nhs - -698ft -698hs Oft Material Summary Bracing S1m inary TC SP(AL9C6201 fdrg CN4 et TC&aShx Wt RA w2-9-4R.W.Wby01— 3-5 SP(AIS1i20t3)SS2x4 5-7 8P(AL9C6-7013)SS2x4 DC SP(AL94S2013)M22x4 BCBm&g 9=fd«Rdisat3-10ARxfndeeFby0fea Va. SP(AL972012)M2t4 ' Loads Summary 1)76'tnrsltasixmd.t7. dforttdreadxb10pdbp dudMbad*A.4bffi& 2)Tw.usl,mtm�d r«e.�fatoraidmmna�mmars.1 7-1ftAt fo►%ig—derm:pa lwm�wireaF> fuN& �bb+fa na��'vR(f�1 �s . fit40fk4733Re=15ftr&EsdZ« Tt.;W.ed�.b-.dpt<no(r1m.ae2«tewdn4e 3)Mninm =� �.namda�s�ihlBC'fa6r1607.I t-mtb—pp(d Member Forces Smeary TaNerd esMmhclf;maxC4, rexemlf«q(maxmnp.fa�¢iddfaet0ommalaml!«o� TC 1-2 Q468 404 bs 45 0541 -4,Wft 7-8 0684-%715hs 2.3 0688 -%714bs 5-60341 4XM 8.9 Q467 405 it 3-4 OA82-3982bs 6.7 Q482-3982hs BC 940 Q458 425bs (-237N 12-13 Q98-/ � 4,031 bs (-2^bs) 1546 0.458 425hs (-238hs) 10-11 Q4" 425hs (-237� 13-14 0987 4Ai0bs (,2,1996s) 16-1 Q458 425bs (-2f96s) I I-12 0702 442It -13" , 1415 03M Z441 bs 4332ba 1 l I Ribs 2-16 0339-1390bs 4I3 0383 769h (-341 bn) 741 0061 192M (-Alt) l A sG 215 0917 2JObs (-1,106W 52 QI14 -3631t 841 0938 2030bs (-1,130bs) 315 Q060 189hs (-796s) 613 Q368 7(81t (-328h) S40 0339 -1,390bs �� [ _ �ilI++�r—(�'�c� al4 0.1933 491bs (•9576s) 6-2 7-12 OOf97' 1715bs (-965ft) I �\v G,VU�`�ti V 1)Th'W.jD,tba9doMqCB7-10assdampdbyt,.M7FLiia&d1hg0De (' -mil f, PC 7fi \ �- 2)R. andMtQomiddh*rdmi bedpisim p—pmmtofdditi domd®db Ad ..padmWLLL+(I(u•I)xD:fLMnamda ¢ehAl, 1.zz /" 4)Aspaiymstdfam;Cq�IOQhssbmiappidotropbWminsearimdegnvallsmyr7dby6eTn�MamJmmpe'AT14/fPf i-BIp2Smm2A]. ��r jX zz 6) =tbP aR) dattKb®inn(:) R��ax�b�a�adyep�rybaad¢nwmaRBRA��a taxapdd alb % -O STATE OF r f�1-` \\ 'lJlgdaidDigW mMWFl50dybpdsg . -JS•G++l� ` O .c� •,1_OR1�P%'�� - /llllll� hL7fl�Ampyordt'ada�sdollefamtleiotme£onmsaao«.Ttcdsgioflw'�x'dalvuastasdm ptna�dsaaSdemmppidbyhe7haysMendaa>samldsupmMamxaq ardoxs ortieidomafimafohlryhBu3frAg 131i1aIIM Bleakly ffi�{ieAsalonhidmnngidaeearQtamsofpmf®uale�r�igrcp«shiysilyf«Irts�oxnpmecd�s9nan�trmscplgundle"fmppttAnfortrmem&GrtealTlte ��t«addmnali&*=3bmA1m«=rphft9albe nondaovdbySmpsn9agTe0uoparylmnaoadaro:w�F3t-2762.AIaxpmrfJazsese208zugrsnl$he�eifaiphtme'afobndFrya=18"whifsiidmean 18gt�§q«SMlffatidiid®aahghnsmn IB�IgepheFxgR7605i 299011 ffehRAMR34951 I Southern Truss Companies, Inc. Tnlss: A8GL 2590 N. kin 1� v(*a PmjectNarne: 145243 SOUTHERN &S Y Tns6Lks w. &1C Fat Pier F134951 ca �1�j�TM TRUSS Date. vz118 4:5830PM T74iss CQMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax PW- I o'3 Vbmim2017.7.1 P3uM21 Ma1,rWDaI@b—vmsim 1%5 Span Pitch Qry OHL OHR CANrL CANER PLIES Spacigg War/PLY 42-" 5 /12 1 000 000 1.00 1-" 2 12 in 21011s 424)-0 1 6-2-0 5-4-13 5.4-13 5-0-13 5.4-13 5-4-13 6-2-0 1.4 1-0-0 7-fi-0 12-10.13 18-3-10 23.8-6 29-1-0 34-0-0 40-8-0 42 T- mq �o 11 T I 12 Sx8HS18- 3z4- 1x41 US HS 18-30- 3x4- Sx8 HS 18- 12 w It to lb 14 13 P1 7x6 - 3x6 HS 18 - 3x7 - ' 3x4 - 4x4 - 7x6 - 12 2x51 4x4 - US HS 18 - 2x5j CJ7AJ7AI IRA I O IM = [K] 0 EEJ7 a] 0 J7 EEFJ7 I J7 C,n 0-0-0 1 121 5�-13 5.4-13 5-0-13 5�-13 54-13 1-4-0 7-&4) 12-10-13 18-3-10 23.8.E 2�11-3 34-6-p 4pgp 2 wading General CSI Summary Deflection 1J (loc) Allowed (pd) ftc., c FW-M[71 TC: 084(2-3) VnM I h L/464 (16-M L/180 TCLL: 20 TH 1.2014 BC: 053(16-17) WRL• 043b L1999 (16-17) L240 Tom.: 7 R4rMbrinoms; Tb VYh: 094(1.20) CvnAWMI 003h(P 2L/639 (11-II) 2L/120 BaJ_: 0 DOL: 125% Cnm c"M 002htP 2L/999 (11-11) 2L/120 BCDL: 10 HxzCR: 0.16n 12 PbeOtss(k.vAn k (IS-14Z-3A) (21-I231(a) (3:1-12j-9A) (4:1-123,SA0) (SM-8,90.) (64V-W (7.1-123-8AA) (SJ-123$A) (9-11238,(1.) QW1*4,73 (113-W-3A) (1204V.1090) (130A,MM (14:1-IZMA.) (IS00,1-12A.) (IM-12j-M) Reaction Summary Jr TA, BiRG-bo Brpvmh Maeai RdBcxVWdh M.R— M.C—L66( M VRdiw M=1W MeaFm -Ij>)6hs - 12 1 CU4 G I 8n m M 300n 2,Wbs _ 1�� - fi75ac-11675hs Ohs bs Material Summary Biadng Simmlary TC SP(ALSOS-2013)R2L4 eco}c TCB�a&g Short dmP k-t3-7-0,Wfid�nby0hes 3-6SP(AL9t72013)SSd4 6.9 SP(AMS-2013)SS20 BC SP(.4L90L2013)S52i4 BCBrsdt 9.tdmR,koo13-I 1AP.Fnd0pbypes. . VAbs SP(AL9C&20I2)it32s4 Loads Summary I)Thsimbasbmd*m(fortmTa%6xbl0p4mamdadivemdpWmdmd U-40fb,4733fta�mt-FjAZ T.:,m..d.ladr�l-10"rCZ—Vrdu$dsd:pxIlion�wnmaE��c>tiHE�at�bnl+vevaB�m�myna-1ama�Ba� C rs40f6:47330,h-IS$TiaE�dZmeTnE4Tk8cada��silem.n�160,OCImeWdhdfl 3)W,:--g..b.&Mb-®rd—m ATBCTsbB1607.1 hasn.b—pphd 76 9 STATE OF ,,g- �i0'o�� ORIGP%'��\� SS�ONAL Mandauormdrdsupmlramaary udaxnnpll�xmoffr:JJmrtadursefofibyheBuNslg BTIaI1M Bleakly A N w o "yy�`rr M 00 i Sams a q 2z�N yCrya.wv I O o N COD N O 0 � NNf'='�x�s�[rr��NNnNf�`IIsNt�VNs[vlf�Nt�iNe�Vtyi � i � gi W MCI Mrj cli i 1 �Iw �H �I Q_ _ N r I O l ZZ cnv��O` 14 �914 14 J9 J9 J9191919 a4 ��aa�aa 0-�-_af SIN - � Sdd d�a ed.add glteVn«fSNtaV �i t�N�^Ily1NNXl .gi r^i e�e�v e'�iNnn.^v eyi e�rnnn �R�m�cd�CRSG¢v��gaER�C47�Q��C4�ERoR&'R7ERY93 i q N N N N N N^ N O N o �S�A4 Y Southern Truss Companies, Inc. Tniss: A8GL SOUTHERNY 2590 N. kin Hi ma ProjeatName: 145243Thiss &r- CauPooe2>r Win, TRU $S - Fat Pierce, F134951 Date: Z212018 458:30 PM Truss COMPANIES_ (800) 232-0569 (772) 464 4160 (772) 318-0016 Fax Pam: 3of3 W9(J¢2017.7.1 [Bmld2] Material Databm tersiG¢ 1565 Span Pitch Q[Y OHL 0132 C.ANTL CANER PILES S12 War/ply 4240 5/12 1 am 000 1�0 1-00 2 12 a 16 Truss -to -truss Connections Summary m CartidTw C.M.T a C&rvmofirz Amt TR C77A TTS 17A ASGL AKL 760 72 3154 270d% TT5 J7A TT6 J7 ASGL AKL 94612 _ 11.E-12 270dl 270dg TT6 J7 TT6 R AML ASCL 13dI2 15b12 270dg 270d'g TT6 R TT6 n ASC2. A8C2_ 17.612 146.12 270d�g TAdg TT6 J7 _ .___TT6 17 AKL AKL 2140 222-34 270 ft TT6 J7 TT6 R A8CL AKL 2L5-0 26-54 270dg 270 ft TT6 J7 TT6 J7 ASM AS(i- 28-54 3054 270 ft . '21 ft TT6 37 776 17 ASGL A8C7_ 32-54 30.54 270d¢ 270dg . TT7 C72 Notes AS(L 34" 225dig dbankrffsnm4plybsartp6pynMtiammuaa�efvalpiaTaodcmmLuBs�retMJbdaMabddasfobasTC-I mwoflQlWisor(1nThi[mu0.I7!!'de.x2718'I�gjQa I7cc,13G1 maof 71�w�.��B��tbev�(Mdes)b�rmainsd�wn 8) f�ll�msfmbmoresdGdonott�tug5ce�sAakdeat6ertmE¢I nl�earrcn�¢plyfradrhv�asxrrabd�¢1b � iaexltraa�fial6®�bod�plg. 10)AlTaarcsm'nmxn 2.IQ'tgg�dnwsroeL I I)TLkn IsaM2�dply9vlbe��enifionm�3uepisby IQlval�}amy 12)I.faidtpumamsbdmMMRS( ,F baft -O STATE OF f n i, .cam •.� ORI� P'�� S�GNAL �11111110 9uaFigi�60.51^ � ,� Southern Truss Companies, Inc. Thiss: Bl SOUTHERN 2590 N. Idng Highway ��De4,� 1� $ Fart Pierce, F134951 Date: M12018 4:58 31 PM c Truss COMpAmES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax PA02: 1 ar' 1 201623 (Brad 101 MakrW DBlabDm versa= 1564 Span Pitch Q(Y OAL OHR CANTL CANTR PLUS SpQcmg )X ' JPLY 20-" 5 /12 3 w a" 1110 w 1 24 in 871ts 20-" 6-2-9 4-5-7 4-5-6 i 5-2-10 6-2-9 1 10-8-0 15.1 6 20-4-0 46 - 3 12 5F— 12 15 1x41 tx4 / 4 m v i 3x31 2XIa l 0 3x7 d i 3x4- i 5 1 1 T 8 7 6 T 3x4- 3x4- 3x4- ' 0-0-0 6-11-14 544 0-0-0 6.11-14 1-0-0 7-11-14 ' 13-4-2 20-" Loading General CSI Spry Deflection IJ (loc) Allowed I®d (pzn BNg(bde: FBC2017/ TC: 0.46(1-2) iA'[al: 014b L/897 (8-1) L/180 TOLL: 20 TN 1.2014 BC: 060(8.1) Vati, 009h L/999 (8-1) LrM Tom: 7 R�Mbrr--. )h VOb: 02M(3-) twaL, OMb 5 BQZ: 0 DOL: 125% O.pFam,Y-20 B(II.: 10 IheOfees(1nr MMO (13-142-3A) a0031352) (30-0313A) (404LM352) (52-7A41$a) C001,M) (7"1-12A) (8043801 Reaction Sunmiary n _ Type BMCWbo BUM& Meeel RWBmVMh M.R d MuQavtw MexAidLbBt _ -1 M..W MaxHt¢ Pk.(VJM I 8h CaxrtsMamr.y 30Dk 794bs - -3386s -3381a -65bs 5 BM(Vibl) 1 8h CoovtaM.W" IMh 794hs -338bs -338bs Oft . Material Su®rdry Bracing Stim>nrmy TC SNALSYli2013M22.4 TCBndg 9xat dmP %w4-20,Rd'ad�by0b.. BC SP(=2013)M-2x4 BC&adg 9®IdvAaFeat64AP.Wmgnby0haa V1lbs 9'(AL905-2012)43214 " Sick 9(AL90S-2013)K22x4 Loads Summary 1)Th'stmahasbmtdeAiiadforfedfea8eb IOp4Fmnevdheladpbsdmdbads 2)Th'snrEhashmtdap./dfarbeifsSofw:dhedsnaoadan¢aitA9.7•:-/-IOw7tfefoboigsmdded:p¢ 160mphutirmgE�esveC,FutyFitdiaQCnbleFipHtiBigdegvyR(I�1.00),O. a1Bgg Uh.40fix4733t(h-15f{t3xEadZ—Tnst,N*.,,da.b A IDOL-160,0C7 VVdh48 31M'nmmsorapm¢badngna�das�¢ufiTBCTabk1607.1 hasnotbmiappid Member Forces Surnam 13' M*rKr =Mm,bwRama .Chas mWfwq(rta=Wf=Fd;Tmdmmrt a)muao TC 1-2 0.455-IjlObs 34 am-1}I66s 2-3 Q428 -I h; 46 CM BC 5-6 OMI 1162bs -6604bs1 68 03" Mi. (-39060 8-1 OAD4 IMM -7766s was 2-8 0.104 --WI. m Q127 3146s (138bs) 3-8 0.198 512bs (-249N 46 om 251 bs (-218hs) NOfes I)TWsd.tpbba-WmASCB740.,r r..dbyt.M7FbilaBuIftmde 2)WCRandHazOlvefeuetiealatdhar®middkius8coheMdPi64me;rmngtneaofddlmidlseodadlsd,mmpmiasLkO IL+(Ka-I,xl7dlllaeaadmte �ATHRA I. 3)Agta4ymmdfaan;Cq=IOD,hasbmtap4idtob�isebtalrmi�ked�wba:uspaifdbyhTrusManffm.cpcATHII771-7AR9arim242 \\♦'i N+. %�,,�� \ 1��--��f`/�i •' �� 4)I�la:dapBtsmmnsmalmMwFRsodjmdig � r,� !+ � I �� \ �.�C'�N`SF�\`.L . lfi r Pi=��} r;ic 7 STATE OF •I-ORI—Q%'�� - �Illllll�� I'MCEAmpyotb'sd�rlml6efiandnioheevmmm�taar.Thrds; noflwiS iial4> 'sbawlon oteardraTdmie�sgq[dbyfeTn�aMandaneaMtdesapmkamaaq andompks�ofhentmmemstfadibyheBui!',g BilanUB1 �y IL�tcAalmficdmub8^�aa�°n�P ®nl�l�+R '�iforMusampoced�9mn�Sslnmtcgtgr dle'7mpuamldama(on&GsealTlxa pE+gefaeddraalidamaimAl—pba9elbe &=F.&tn6a5I mandaavniby5'mpsn9oTeCasgaxlncnaaada�urt�E3t•2762.A1mnmrpbsWOyp�GwL$/e�midpiaes'vecfobadFya`-IS'w6dtid®ean l8giugtpbta'g118 ;wh'diidmeselip�eeail9.yht 2590XK�2ftR R34951 Southern Truss Companies, Inc. Tmss: B2 -Adkbhlkin� Sh Y 1F wa SOUTHERN 2590 N. NectNatne: 145243 ThissDesip= dbc Fat Pierce, F134951 Date: 2J212018 45831 PM S&utiCw—TRM Truss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fast PaW: l (3f 1 Versi= 2016.113 [Build 10] Material Databasevessi= 15& Span Pitch Qry OHL OHR CANEL CANrR PLMS Spacing VXJT)PLY 2140 5 /12 2 0110 000 1110 140 1 24 in 90 ms 21-4.0 6-2-9 4£r7 4-5-6 6-2-10 1 &2-9 10�-0 15-1.6 21-4-0 44 - 12 12 1x4 % 1x4 / 4 d, h q WO 2x10� 0 1 3x4 - 3x4 - 1 5 T 8 7 6 3x4 - 3x4 - 3x4 - 0.0.0 0-M i 1-0-0 &11-14 5-4-4 6.11-14 ' 1.0-0 ' 7-11-14 ' 13-4-2 204-0 21�4-0 Loading General Ca Simlmary Deflection L/ (Joe) Allowed Lmd (1,60 136gmde: YBC20171 TC: Q46(46) %blM 0.26b L1837 (-,A L/180 TCLL: 20 TH 1.2014 13C: Q58(5Q %blu-, Mil L/999 (56) LIM TCCL: 7 1ttpMblkm Vs Wb: Q19(36) RMCILI wil 5 BC:0 nor.: 125% (>epF.6,v-20 13CII : to Ph_eOlissomXY/vek (13-142.3Q) a0W11352) (3=13pJ (4403-1352) (53.142-300 (600}8(L) (71041-12M (8003-80) Reaction Summary J_ r_ _ Type ftQ.m bo &Rw'M Matre1 Rodl3 w& M.pR Nf.Q-tw M.%d17p13t M.17pa M.1b. 1 }Sn(V14p 1 sh Cp Mammy Mh 833 bs - -354hs -354bs 65bs 5 HR C&I) I sh Ca M—y 3M, 833 ba - -354hs -354bs Ohs Material Summary Bracing Smeary TC SP(AL97&2013)A22,4 TC&.ft 9.dWaPuisat44AR bd.WbY0has EC m(.415t15-2013)822s4 13CBsang 9sm/e1vFLisat6-l-0,Aai,de;@sb�0lnz Va. SP(ALKIi]012)f(3a4 Loads Sunamry I)Th'stushasb®sd*Wfortedres&m lOpft wdvdLebMpisdasdrnds . z)•taco:shastend�rorf�edrasofo:dham�aoz�a,,s�7-lo.�+�fnrow:�guxrar.�:Qe i6o�pnau,�aaExpo>,.e�FuH&�i.Gahleripeaarns��rRO�Im),o,�ret� 17ms40fb�4733$h-IS$NxFid7peTnsT}lieaduaboasiic�lXL-I&I,�7aeVlydh4ft 3)Mnnnansuagm�\ed gnaoadarixMT[iCTibk1607.i h 4mthenappkd Member Forces Summary Th>:�QMea�lgmaxcsa�.x�,r«g< „prr�ad:ra�ar �ax�lr� TC 1-2 Q456-1�6t17bs 34 0.445-Ip42is 2-3 Q445 -1441 hs 46 Q457-I607ba 13C 56 0580 1.439bs (-810hs) 68 O-W 981 bs 440Is) &I 05A 1.440ht Allis) VAbs 24 Q106 _wft 36 0.0 498bs (-2446a) 3A 0.195 4981. (244bs) 46 0-3466s Nates I "�11// I)Thsdcgn's6aadoM�E7-IOasrdaem5lrytrYl7Pbs�13u�isg�de 2)VrtCRard}fxzCRaMew®IudhorcuaalhflmsAebFeksdplsteaaysmrnpusatofdd(mmduebdmdbeQaanpmlasIIfl iZ+(Ita-1)xIM1 IIisamadas¢ssfsAl•91fH 1. 3)�smain —td6m5('4`tXt-b-.ppRdbtgkxhealr�se.�dsH,vabaav iilbyheTn�MamGescpcATHRA 1.20Mdbn2A2>a8 `\\�,11' \l tom\ Wd.MWFRS0*baft—wa �,e P5lfi -O STATE OF 0'�` �i �� ORI'D //�fNzONAL - 111(I 111\ WMCEA.WorMds*pfibdbe—li.dbtee®mmddmr.ThedSgndbsinixilalnmsha�andsgnatreasdmµum�mtsppMbyfrTr,ffiMandamcaMrtfaupmtramvaq ardmrpksse3oftrcnfmrein$fubtybeBuiJig ll%gcA�lm�'sdmwgB^�ga�^�f1 Brian Bkaldy �1 ttB i'�i'rorfeb�oxryamud�dounSslem�cpageendbe^(mpommrdommeon�(3saaltl�s"{egefaaddrcnatisfamadnMmns�pisetdnihe 3+snEigif76M16051 na'ufeavdbi'S.ntms$or�rdmgerylmnaovdarixuehF32-nO..Almn�phtsartXlpy„tmis;h.�'edplseme'srobadbye=18'nhihisdmaml9�tg�phopr�l8;ah�iidmasli�seson i8�phe xs9oxl� x F134951 • Southern Truss Companies, Inc. Thus: B3 „ 2590 N. king; IE&way s$ SOUTHERN j FcatPierce, F134951 T, Dmigoer: � Date: 2(212018 4S832PM cx nponentSo>Imansr>,a Try COMPAMES (800) 232-0509 (772) 464-4160 (712) 318-0016 Fax 1 Pam: ION Versi=201&113[BL@dl0j Materia) Database t ersm 1564 Span Pitch Qry OBL OHR CANrL CANTR PLIES Spacing WGMY 20-0-0 5/12 1 ON 040 140 a" 1 24in 82)hs 204-0 B-0-0 54-0 74)-0 r 8-0-0 134-01 20-4-0 4x81 4X6 - 2 3 12 12 5� —I 5 d 3x31 a 2x10i 3x7l 4 Id O 3x4 - y 1 1 T 7 T 6 5 3x4 - 3x4 - 1 x4 l 0-0-0 7-0-0 54-0 0-" 7-M • 1-0-0 r 8-M 134-0 I 204-0 Loading General Cg S M=wy Deflection L/ (loc) Allowed Lmd (pb) Beacodc FBC20171 TC: 0.71(2-3) 16tck 035h L/6n (7-1) L/180 Ta.L: 20 TPI I-2014 HC: Q71(7-I) VALL QI4h L/999 (7.1) L1240 TCOL 7 PPmb"-- 1L5 Rm: 0.I3(17) RxxOC ON 4 BCL: 0 I1pL: 125 % Qapp ,I_20 BCL: 10 Pbe0frM(J,dXYM9): (13.14y3D3 (20-3,49,73) (3:1-12MA) (42-7,4119Q1 (5:1.12389Q) ' (60AI-12A) (7540- ) Pea(7hon .Smmmry E _ _Type BmCombo Bmwm Matxhl HgdBmVkfi M.P-d M.0-1b48 Mex11M1Nft M.Lw Maxtbrc I 7fi(ew I sh QxxreeMaaxay 300h 758M - -338hs -338bs -49bs 4 HRo1(MI) I 8h Cbn Masxxy 3DOh 755 bs - -338bs -338 bs 0be Material slaty Bracing SUnmrary TC SP(XS0S- )13)622x4 TM-W S.W.)i&-0-16QThiindwbyU— BC 8P(AL90i2D13)Ir22x4 w&emg 9 mhal"RA.aLS7-0,Wir b0y0h- 1Ws sp(AISJS2012 02x4 Sdrr SP(AL4]L2013)92214 Loads Snrm wy 1)Th-ensshubend!igW fb,t—Ta AM 10p4600xx nddbelaadplsdW b.& 2)'Risatsshasbamd�fandr�daeiz�haaDrmrmWtA9�7-Iowhkrant:��drel:prt �6onprauaatE.pon.cC rwyF,dossl,cnnLiia�^a�rH(1-IDmoeaimlg 14rs40fot4733!(h-15!(hixEd7a T.u,Nirieedw�—O.&nCr1lD,Q7aeWdh4ft 3)hfnimx mmparcba&tiiwv&n¢vAIBCTahk1607.1 has appffi Member Forces .teary Ta6lidatsMenbcTflmaxB,nexaxhlfuq(maxmnpc.fo¢dddfeetfiunmaxaxelto o� TC 1-2 0.703-1355bs 2-3 QAS-I2Dbbs 34 0.416 -i is 13C 45 0509 ID91e (-607bs) S7 92 t ba (-6061a1 7-I Q"0 1.197bs .816 Y06s 2-7 0D91 225bs 13.7 0.132 3246s (1276s) 13 01M 205bs Nofec 1)71cd.jpkt, a.ASCE7-l0asr f.—dbyt.W7Fb Buii%Gode 2,VnQt.MF6zOtmeheuaimlardho&amlddhdoisAebFehadPlalmvpaxr�OmitofddlmmAeudmdlad,mnprtdaIIfl iS-+(Ifa-I,xIMI IIiramx&rm�A1.9DR 1. 1 ! i �'AaTmiy�, �ID4 oMplebasalr�n¢d�v4iraas�imtyhTms;MandauaepeATHDAI-70025®m242 \ p�f5 /` w� 'sll� $Cc //�f/ 5)L•eedwids�6thmrduehavalmMA'FiLSOilyl�dry;. \\\\ \ \�\ice ENSF�� ` P .76 -fl STATE OF , 0�`. ORI� . Sf�NAL NOfICiA¢pyofdt"ed Aial6efivnBdofnaaionmrtramcTledygioflwiSvidualaus'ebaadond�athardBpriemmsgylefbyhTns;Manda�aMrdat�mframaaq ardmr�pl ofhidmmemgfortibyheHu3ing Brian MB LtgcAsmlmtisdmw:� arda�amptvrcafpofmdpalegimily reporddrysityfafeausmmpanad�slwn5afem.card le'7mpveminfomasranB Goiaa111�"ptgefaaddmralidueaunNmrtmQple:steal be SME,.&#76051 eanffioxdby8inpmn9tx�TeConrymrKlrcheanr&nmaE,E9t-2762.AImnemrplasere27�gGwl�fe�mf�pla�e'sfobantbja=l8'ahidrhd'm�an l8pf¢y�pltarStllS,uKxhi,daaseli�eeanl8ppyl�ple 25906! }iehA A34951 Southern Truss Companies, Inc Truss: B3G SOUTHERN 2590 N. kin Ili wa g' Sh Y PrgectName: TrussDm�goa: 1452-B &3c ,,,j Fort Pierce, F134951 Date: ?212018 45833 PM h COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: 1 O•2 Vrsim 2016.113 [Blnld 10] Material Database ver9n 1564 Span Pitch Qty OHL OHR CANEL CANrR PLMS Spacing WGDPLY 214-0 5 n2 1 040 ON 140 140 1 12 in 131 N 214-0 3-0-0 51-5 51.5 5.1-5 3-0-0 8-1-s 13-2-11 184-0 214-0 9 m v Tq �o 3) T Loading lead TCrL: Tax: BCL: 44 l ax4 - 1 X4 1 3x4 - 3x4 - 3x4 - Zoo I CJ31 J31 J31 J31 J31 J31 J31 J31 J31 CJ31 0-" 1-0-0 2-0-o 51-5 S1-5 5-1-52-0-0 1 3-0.0 8-1-5 13-2-11 184-0 204-0 21.0-0 � General —M Summary Deflection L/ (Ioc) AIlowed (W) Bk19Cdc FBC2117/ TC: 057(3-Q V.CR 03h Ln17 (8-9) L/180 21 7F11-2114 BC: 054(8.10) 1 �ItL 0.16n =L L/999 (8-9) L/240 7 � nepMlrlTb Wb: 035(4-7) OOSb 6 0 00L: 123% C pFamr,V-20 (lLoi�n) Reaction Summary v�-nsaw (+rt-�z*nul rr Tv--' &MCMft &¢Wdh Mnbbl nad&MWdh Max Bead Max0- LI'M M.Vkdtbm M.Lw M.%k I Rs(Vb� I 8h Ga M=.y 300h 433h _ -337bs-337bs -9bs 6 }18d(Vhq I 8h C=MM=n 300h 4331s - -337bs -337bs Obs Material Summary Brad Summary 71C 9'(AL9JS2113)M-2x4 TC&-my 9ml4—pt2-5:200M BC . SP(KSni2113)122x4 BC&- r- Sh do P isas4-5QAriidWby0lvs VBs 9a(ALA05-2012)Ma4 Loads Summary 1)Illb ssWb—deriioWfrbedl'.xdeb]Opibotrndvdiedmdpksdmdbe& 2b"fixhnsbm�d�d'bFMdZ� �¢vlaiDg II uadirdip[ I(OmphuEnegBxpoveC,FWyFid (bbB}i(3 o,�uyn(f�100),Ow-rBBg TrmkN*v ISss40fix4733flfi-ISO,TrRFed2meTn�THcadu�mesr6�DCIr�I6D,CC7meWdh4ft D,CCZ=V,r ' 3)Mrn.m &ghamvdana:aiilBCTabk1607.1 hasmabmuppfid LcadCase IrI: Std Lire Lcad Point Leads M-br LGMbn Srnsm L -d Tsb VA% Topod 3-00 LIp Obs BmChd 3-M Lp 29bs Topod 4412 rbm 2Dh 24h lbpC Botchd 76pOd 4b12 6412 D Lbws 206s DI 24h 21h S TaPOd B-tOd 64112 &0.2 Lp Lbun 8hs 20bt 24h 24h \ �` Nl• R/` f — TapOd Bo<Od 1OQ12 10,0-I2 m- lip 20bbs 8b. 24n 24h ��\�---'✓'� �E1� �� %r//�i 7bP0A BuOd rWad -3-4 II3-4 lbs 2Dbs s 24h 24h 3-� \ / = I PC 16 BaC d d 13- 133-0 13-34 15.3-4 Bbun D Lp 20m 8bs 20 24 is 24b 24h � MCh BuChd 113d 11p 4. Sbs Xis Topcd HMChd TTTM BaOd 17.34 a. o 184-0 Ib-n L' Lib 201. 29W.6 24h 24h � -4 STATE OF 1 Q / `\ • 23.2 15' 4fj G � S1OfVAL /l/tilllX {5 ate' Southern Truss Companies, Inc.- Tmss: B3G SOUTHERN 2590N.king; Highway TO 19 43 So1111ioMnN Fort Pierce, F134951 Date: 2212018 45833 PM Truro COMOAMES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 2of2 Versim:201Gll3 [Bidd 10] Material Database vm-sim 1564 Span Pitch Qry OHL OHR CANrL CANrR PLIES Spacing WGI-/PLY 21.4-0 5 /12 1 00.0 000 140 140 1 12 in 131 ft Load Case DI: Std Dead 1md Point loads Menbc Iaaion D:adon Ind TrbWdh Taped 3-" lip 14 is Bmaw 3-" -L;r I2bs TaPChd 441-12 D— 3bs 24is BOtChd 4412 Dwn 7bs 24h Topc.d &012 Dour 3bs 24n , BICd 6-0-2 D— 7bs 24u TapObd &412 nun 3bs 24b 13MChd &0- 2 Dour 7ts 24n q.Ppd__:04F2 ------ ._D—_...___.—_ __3b____.___. 24n--.. BmChd 0.0-2 Om 7bs 24h Top02d II.34 Douai 3hs 24b BaCbd 11-34 Dtnsn 76s 24b Tsg02d 1334 [bun 36s 24n WCd IS34. nun 7bs 24b TOPC d 15-34 - D— 3bs 24n BaChd IS-34 ❑— 7bs 24n TopChd 17.34 n— 3bs 24n BOtChd 17-34 V— 7bs 24n 7bpCnd 1844 Lp 14hs BaC2d 184-0 Lbs I21s Member ForcesSumm►ry Tabu?m¢Mmdclgmm(S.maxaelfa¢(mammofo¢tld2fw¢fmnmmexelfa� TC 1-2 2-3 0375 0.415 -lp8bs -959b, 34 45 0565 0417 -1$Ubs -959bs 5d 0379 -Ipxbs BC 6-7 0281 930bs (-752W 9.10 0543 I=bs (-1-M b;) 11-1 0281 930bs (-732k) 7-8 0506 I bs (-1 bs) 10-11 0507 I,8V bs 0bs) ve. 241 0112 2766e (431 hs) 3.8 0108 182bs (481 bs) 3-7 QI12 276hs (431 ts) 3-11 Q346 -962bs 447 0059 146bs 3-10 0059 Wbs 47 0346 -962hs Truss -to -truss GDnnections S1mBnny M CudsIT— C.IVMT— OffyW)frk Are& TTS CBI B3G 3410 315dg TT6 J31 .. B3G 44-12 270dg . TT6 DI B3G 6412 270dg TT6 Dl B30 8412 270dg TT6 AI B3G 100.12 Mm TT6 BI B3G 11.3-4 270dg TT6 DI B3G 13- 4 270dg 776 DI B3G 15-34' 270dg .M DI 133G 17.34 270dg TTS 07.31 B30 M" 225dg IVY 1)71-sdabi's6agdo"E7-10mieffmodb/Ie317Fb &iNgGD& 2)VrtQtsM}irzCRmdesaualasdMmaealdikiusAebFetsdplsim�mmpose4ofddlmmAxbdbdkodumptlas3]il Il+(ICa.I)xQfl II.ita®rdasrcsshAT141fA I. 3)Usbbddpbt—W20po 4)Agim6ymmdfamyCq-IDD,lashmreppLtlblsepUebbaln smdsgtsaissasspmfulbyfrTmsMemd'aa�cpeAT9rtA 1-2002S® 141 5)limidradguandsiSC�P 6)l..bdaidsp5fumt9oasbad mM W FRS0.Vbndn8 \\�\oWM •IE3 0 1/ i 76 -o STATE OF � � � • 73- AI�'��` SfGNAL E�\\\\\\\\\ r .. ''_' . .� Sougurn This Companies, Inc. Tnlss: Cl 50UTHEpN 2590 N. king3 H'ig my Thiss D $ SohmowTM TRUSS Fart Pierce, F134951 ]ate: 2212018 45834 PM Tnss COMPANIES' (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pag:: 1r¢'1 ism: 2016113 [Build 10)- Mazaial Database Persia¢ 1564 Span Pitrh QIy om OAR CANTL CANER PILES Speciltg VXJMPLY 1740 5 /12 3 04 0 000 1-00 000 1 24 in 66lbs 174)-0 5.7-2 3-4-14 8-0-0 s7-2 9-" 17-0-0 4x5- 3 12 51 - - 12- -_._.__._..---.--------- �5 1x4 \ v 3x3\ a 2x10 l v 3x7 4 d 1 j 3x4 - 1 1 T 5 5 T 3x4- 3x4- 0-a 1-0-0 8-0-0 B-0.0 1-0-0 9-0-0 174).0 Loading General (SI Summary Mecdon L/ (loc) Allowed Lwd(ps'f) BagC.L-. }BC2017/ TC: Of,3(),3) VAGLI 02I h LIM (6-1) L/180 TCL: 20 TRI-2)I4 BC: 0.77(5-I) VALL. ODuh L/999 (6-1) TCEL: 7 BpMbrlm VS Wb: Q17(3-S) H-C7C OOIh 4 L240 a BL: 0 nOL: 125% OapAunyxr-2D BCDL: 10 AaeoR�(1xXY/asek r13.142-3D) (2003-1332.) (3403-13A) r42-7A-1190.) (5•1123-8Q) (644112D) Reaction Srmmiary 7r Tvoe BRCmbo BFVAM Mabel R4dB Vkh MaxRean MaXGWLba( M.wmd @ MaxW Na TA 1 rfi(Vbl) 1 8h Cm M.D y 3L10h 6641a -282bs 4 BM(%R I 86 CamsMaxmy 314h 664bs - .282hs -282bs 55hs -282ta Ohs Matenal8lmnnary $ TC (L4 BC SP(AL936-2013)0224 BCBnSlmh &av adaftd as7-04P.Thdapbyah- Pas 8P(AL906-20 2)g3b4 SS&- SP(AlSDS 013)K22x4 Loads Summary I)Tist�hishmidciBeltatedtas8seb IOpeibommdxdFebadpYsdmdba& 2)Th'sx�hazbmid�e)fQbediaadwid badsha Js4 7-IOaiibefobxigsab•ddnaiipx I(A^4hWimkE9xm.err*Fiduasl,CebMiP.H�gowPYTIQ.IDOXO dBUg Dinb401h�47338,h-IS$11YBd2uern�N*—datb-0 &D0Lrl60,CCZ—Wdh48 3)Wsi. s=omwbadbzha®rdaec TBCTabE1607.Ihmmbm.(pid Member Forces Summary Ta�MabrMmuCSLr a®Ifdo;(fmxmmprf=dddracafmmm nialfbro TC i-2 OAS -1192M 2.3 0631 -953 to 3�4 OE73 .971 hs BC 4s Q749 870Fa-385bs) s•I Q774 IDSbs -679hd Was 2-5 Q141 -3411b 3-5 Q174 429ta (89hs) Notes I)Th'sd.41,"sbaalorJ�9CE7-IOasrdeem7byleNl7FtndaBaNngCLde 2)1htQtasdfhrzOtesdewclndhoa�IhflsiomBa:bF,ebadtiatmbpa..apaceadddlDimBebdmdlsad.cmpminDdllL+(Kb-I)xIkll lIiiamdas�xaliAT91fA 1. 1 �'�axddfamyCq-IDQlbshmuppEslbfKplsehbaln vaiaatsV fdtob TMM—h.0—paAMM I-20n&iM2.42 apatrmooabbase)mMP1i6Q�/yba&g y ! �� 1P��---_ ! � Pl=l6 G ul� J -O STATE OF IZZ SS/CNAL E?G\\ Elllllllx� bLIITCE Ampyaf6isd¢®�delhefimidedbbeanimmbamcThrdogndh'siidvAbleus;sbaalmdsgnaee arclr�umbEsppfaibyfe7soa;Mandmcandnia rh®�cAselmb'atray.Ge-ndn�ao�nmof)xot®ateg:miigs�orcLdgs9ii fn'"p°"�e+9'ammspte�dheid'oma6aaactabby6eBaiLg �d dhe"fmp�xartinfmm�BGeiealN�B p�faaddramtidmma6nAlmmnapha3aatbe Brian B1e21dy m u&madbyS'mp=&Dre-Tee lwit o &n wih -2762.A1 ata�rp�a�e70gngSsml�lx�a£dpbeseefobaefbya=18"Nidihdnesan 18gaStl IS;Widiiid�ahghbasun ISgas�ep§e I 259073 R A34951 Southern Tru% Cries, Inc. Tniss: a 2590 N. kingsI3iglway ProjeSOUTHERN g . 1452$ sohdi=TM FcxtPierce, F134951 Dare: M1 018 4:504PM Tnw COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: I Qi I Vmsi0m 2016.113 [BuBd 10] MaterWDarabasevcrsicm 1564 Span Pkb Qry OBL OHR CANI'L CANER PLMS Sp-ig )WDPLY 18-M 5 /12 2 000 000 1-0-0 1-" 1 24 m 69Ihs 5-7-2 3414 9-0-0 t 5-7-2 9-0.0 18-M 4x5 HS 181 12 12 5F— �5 tx41 V 2x10 1 2x10 0 3x4- 3x4- L 1 4 T - 6 5 3x4 - 3x4 - 0-0-0 1.0-0 8-M 0-0-0 84)-0 9-0-0 174)4 18-0-0 Loading General CSI Su nma y Deflection I✓ (loc) AIlowed Imd (pA) fto-k FBC20171 TC: Offi(2.-3) V.(3L• 045h LM (4-5) L/I80 TCLL: 20 THI-2D14 Bc: 094(5-I) vnu. 0.19h L/90 (4-5) Ll240 TCLL: 7 R4pMbrbm V. VAb: 0.18(3-5) Caie/()i1L- , OUP 2L/999 (1.1) 2L/120 Bai: o UOL: 125% c dCHLL• oh 2LIO 2LIO �. 8: 10 1b4C7t 0Mb 4 Phe05S(b0W*g): (13142-3A) (2UO3-1332) (3003-1390.) (43142-3A) (51-123-W) (61KI.12A) Reaction Summary 2r Tym BrRCanbD BRwm Mabhl P*BmRBh M.R®d M.G-IbM M.%dupm Maxibl0 MaxFksrz 1 Pk(VW➢J' I Sh Cm M.." 300h 703bs - -2996s -299bs 55Ls 4 Hmcwm 1 Sh Ca M—" 300, 7Q31s - -29965 -299hs Ohs Material Summary Bracing Summary TC SP(AL9OS2013)fQN4 TCBmft Shm4xd P r.m3.9Q8apndapby0va BC SP(AL4K2013)— BCBnai;r- 9xandmF.S w6.1A%i djpby0hat P4ks SP(AL9C62012)932a4 Loads Sugary gTn'sn�hashmtdspixdra4hdfaadeb lopetlmvndxrdkekadphsdadhsds. �Tnsn�lashende rQher�ora:dm��-loarhrot�:ffi�Qi.�:Qe160rnphmaatEv..4GruyF,�e�tsd�rr(+Buirea�ayn(r�Ino)oeaten U-40Pot4733$b-15QN3tEMZT TnmN!ificada.bo.0edDOL,ILD,OCZ—Wdh4R 3)NfoimmgxagmdcbafthaoadanwaihlBCTabbl6G7lhasrotbmappiM Member Forces Sumnxuy 7abl idmsMrnbcll4max(S.muaxelrmq(maamn¢.rmedddfaeafmnmaxa�hltaa) TC 1.2 0.422-1293hs 2.3 0817 4 bs 3A 02M-1243bs BC 45 0928 Imu -711hd SI 0944 II50M (-712hs1 W. 2-5 0.124 -300bs 13.5 QI81 446b, Oohs) Notes 1)T1d;depgs'sbas d-kgCE740sstdi, m byt.M7Fb, Ba i%G,& 2)VnMaadVi RartlnaedatdhQ¢malAlki m&cb ldmdplalmeporpmeedddh=&Wbdmdbad,ampadul)dl U+(Ka-I)xDifi DlitamdanxsihAF I. 3)Aq.By-mlfam,Cq-100twbemapphlblrcphehmin�nvdrsgiminssspad'dbyttTm�MandamcpcAMIMI-20028®n242 `�,, l 1 41L'adw:dupBlseamoreb.,dmMWFRSCIOykaft'A-fit`.CI \` \k /� ! PE 76 =_ -p STATE OF t41v 4-_ORIO_ - /j111111� WfiQiAmpjafllisindalhefum'sidofeatdnmmamcTheddh'sidxidaln�'sbaslma'thandrspuaro6s4QFribyh7nmMandaoosaMrdiauponhamvazy asdoagiea�dhidartsimsafahbyleBuiiarS R@tcAsejlmfiabaw^8^�� rP� I B Y i'tafimtaa[aa�osMdai�tdiounSxhmtcpggeasd6e9sa�uat¢Infmsmum&CmnalNs3^legefaroddrtxalidmrermAlms�rpbsdolbe Brian&&#WIdy namafaaaelbySmspexi9v�TeCmgatyircnamotdanxidtFSt.2762.Alanrmrphtsme2D�tg,ml�hspmfiadpbeme'stohaeibye=18'whihiiSmean l8ppagepiagor9Y7S,rhdi itd4seali�str�tlS�uyepbe 3adFigtf16051 2590N1Gts}id�R F734951 ' Southern Tum Guupmies2 Inc. Truss: C3G - SOUTHERN 2590 N. kmgg Highway ninissPrc6ea��. 145243 Fort Pierce, R 34951 Date: M12018 45835 PM � ."CONIPISNIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Par-: 1 aft Vtsiaa 2016.113 [&uM l0) =vmsio I-W lAataialDa Span Pitch Qty OHL 0HR CANrL CANER PUSS Spacing VXIMPLY 1800 5 /12 1 00() 01" 140 1110 1 12 in 10216s 3-0.0 I "_0 4-0-0 4-" 343-0 34]-0 7-M 11-0-0 1- 18-0.0 4x4 3x4 - 3x4 - 1 Ini 11 10 9 8 7 1x43x4- 3x4- 3x4- 1x41 CJ31 J31 J31 I J31 J31 J31 J31 CJ31 0-M G-M 1-0-0 2-0-0 4-0-0 4-" 4-" 2-0.0 1-0-0 1-0-0 3-0-0 7-" 11.0-0 15.0.018-0-0 Loading General M Sanlnary Deflection L/ (loc) Allowed Load (pd) Begco L- FBC2017/ TC: 03503) VnM 034h L/999 M) L/180 TaL: 20 THI-2114 BC: 03wo) V LL 0.8h L/999 (8-9) L240 TCQ.: 7 RpMbrl— th V1b: 024(5•8) H=M, 002it 6 BaL: tvtr • 0 m TW)T 125% O.Pr—,Xc-20 (63.14t-3A) (Y.1-123-M) Reaction Sm mrary 2x1D) Jr Tvm - B,MOmbo BmVI& Ma.W RodBMWlh NWRM Nf-a-lw M.%d16i8 M.LIM Mazur¢ I M(WM 1 6 HR.]C"4 I . 8h 8h Cz M..y 30D•n Oana:M—" 300h 3506s - _ -273 be-273 3501s -273bs bs 9bs -273 hs Obs 1&ferW SS.m1a1y C,,..,-,�,,.,' Bracing "r`..mm J TC SP(AlSOS2013)A22z4 BC SP(AL972013)A22z4 TCBadg. -.. 9ol�,eaxt2-i20000 BCBaat 3®1dorAz w-5-7-0,Bzh,deVby0h- vAbs SP(ALMS-2012)M2,4 Loads Stnmmary 1)11l'srmbmban&*Wfrtrdl'edsAeb 10pdtatrndvdFebadAsd dbuk 2)Thstmhasb-d*dror/edr®orwadkedshea.rdum/,k9CE7-10,Jhf ob+ig—dddipt Dim4Oftz4733fth-IS%N%Ed7acTMANit.adutbm W.,dDQrll0,OC7orcWdh4ft 16D phob tFpmcr-FuAjEdm4C.Wi, Maftd%myR(f-IDO),O, ABOg ' 3)Mnmmmagm=ba&ghao.*—¢ AIBCTabr1607.1 hasmtbm,appid Load Case Irl: Stdlim Lead Point loads . Mmba• Loatbn nhcion Load TrbVNdh Topdd 300 BaC d 340 Lp Tip ohs 29bs TopOd 4b12 42 4L1 T.Q TcOd 64L12 Dtt lip Lnn b 27ba a0m 24h 24h 24h d 2 T.pCtd = BBaaQd 8412 n Dwn TIP Rbs 2 1e 8h 24h 24h 24h k1 \\�\ �\ lVl VC ^ v D r_�7_(/1.-- / Tapdd 9-I14 BaO4i1d 4 rb, Up 27[a 8bs 24n 24h TcpOd 11-III Buod 11-Il4 TapOd Door LP 20bs Sba 24h 24h _\ 1 r-' c((('��V ��L[[[...((( ��. , PE7 13114 BaOd 1311-4 TcpOd 154F0 _ Dmvi Lp Lb 20bs 8t Obs 24h 24h -s V =- r - - - a - 9 �. BaOd 15-04 Lip 29bs x -O STATE OF ��O �\ � • 23.2�1�! �� .r •�C ORI'D Xf%�sSfCNAL 11111141�� &MES06051 CarpmentSoh>b0w— Russ W9on:2016113 [Bmld 10] Southern Truss Co>qpmies, Iu- Thiss: C3G SOUTHERN - 2590 N. king; Bi jn ay T � 145243 TBUSS Fart Pierce, F134951 Date: =12018 4S836PM CQMPA E3, (800) 232-0509 (772)464-4160 (772) 318-0016 Fax paw- 2of2 Sp- Pitch 18-H 5/12 1 040 0A-0 4L C " PLIES Spacing102fY II Lmd Case DI: S1dDmdLmd Point Loads Mmdsa Lmion Rai. Load TOWyh Topad 3-00 Up 14bs ' Bac d 3." LDS I2bs TtpChd 4412 Do- 36s 24n BaUsd 44- 2 13— 7bs 24is TopChd 60-12 D.. 3bs 24b BuCd 6042 Db 76s 24n TopChd . &0-12 Gown 3bs 24n BaQd &412 Lbs 76s 24n 7bpO.d__._._____-5014__.-__._.._.._DM.._—__.____..__3b�_.____—__24u_.__.__�_.�______ BmChd 9-11-4 lbws 7bs 24n 7bpad 11-I14 Dyl; 3bs 24b BaOd II-IIA Ibwn 7bs 24n TopOd I3I Id Dbwn 3bs 24'0 Bachd I3114 D wn 7bs 24n TopChd IS-0-0 LIP I4b; BatUd IS" L{ I2bs Member Forces S»nmury 7e1 tnSa¢ManhaB;m�alS;mucveiraa (maxmnrycfp¢dd�ea¢fromm�na tool TC 1.2 2-3 0254 0350 - J74b .1279M 3.4 4.5 0350 0346 -12786s -1 78bs 56 02% -7746s 13C 0 0224 7091s ('Mbs) 8-10 0368 12736s (-1j1156s) 11-1 0224 7096s (-5836s) 7-8 0255 708 bs 0806s) 10-11 0269 7086s -SWU) albs 2-11 O.042 1336s (.4bs) 3-10 0A79 230h (-154u) 58 0244 599b$ (-552bs) 2-10 0244 599bs (-5526s) 4-8 0079 25obs (-154W) 5-7 Om 13sbs (-22bs) Ih -to-trm Connections Slmnmry To C.mdTms 0-vimUrm Asreb TT8 CBI On 340 45dg T19 131 C3G 4b12 90dg TT9 BI CGG 64I2 90dg TT9 B GG 94L12 90dg 779 BI C3G 9.11.4 90dg TT9 331 C3G II-11.4 90dg TT9 DI C30 I311-4 90dg TTS 031 C3G IS." I35dsg Notes 1-2002S ' n2Ax 6)Usl dwbdsgLO b d. WRtSQ,�b. ng _�., PE !6 -p STATE OF �0 �` rvAL �aG\\\\�� /IIII x L1ggcAm+1. hidawig isS�aaaspa^¢ofPofasa®lagimigrt�onsbSY,atl!'fortrfu8ompamds@i9iwn8alearsc{eg®ndle^Impa>astlydommmnACmaal W e' pegeroreddnralidaasi.Alaru®rpbecdmlbc satE mwdeaodbySmp�n9ag-Tdmgs011ahaavda�ntlsFS%2762.AIOYu�rp23tssrtElgaugS.LBfiespmTidpbetee'sfa6wdbyn'-IS'alidi ivr®eenlBarStllB;uh�isd'ccusahgheeon l8gaugeplm �o.0 � oa.oc� South ern Truss Companies._ Truss: CJ31h SOUTHERN 2590 N.1(iril s Highway Project TTus Desiv= 145243 ft �V g Fart Pierce, F134951 Date: 2211=8 4:%36 PM Compaoed Sd ufi=TM Truss . COMPANIES' (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Rw 1 oft V§sm 2DIT7 PM 14) MaterialDatabaaeversim 1564 Span Pitch Q(y OHL OHR CANrL CANTR PLIES Spacing WOT/pLY 4-17 3535/12 4 OOa a" 14-3 ON 1 Min 12ls 4-1-7 i 1-9-14 2-3-9 + 12t4 4-1-7 1 12 f 3.54 I u5 q �o 11 2' T 1X41 B 1-9-14 2-3-9• 1-9-14 4-1-7 Loading General CSI Spry Deflection L/ (loc) Allowed tmd (pd) Hitow. f9Cm17/ TC: QI3(2.3) vhm. OOIniP L/999 (4.5) L1190. TC L: m 7P11.2014 tC: 025(4-5) Vnu_ 1 ObTr L/M (4-5) LNO TOG: 7 P.PW n 1b Wb: o05(h5) C-dafr . 0Dd-n x n24 (1-1) 2L%Im BCL: 0 nm: 125% a d/6ftL• 001n 2L/999 (1-11 W20 Reaction Summary 2f 'Ike BmCnnbo BOA* Meyel Itod&aWdh Mffin®a hwc.6w MnWd uMnfbc 5 m(mv- 11313h G=WMmy 300n o 59bs - 65hs 4 Hw(Tn4 I ISn - 300n 95hs -4l hs -39bs -41 Ix - 3 fiaot(Tss�x) I 'ISn - 30D•n II:E -27bs -29hs -28hs Obs Material S�mintary Bracing Simlmary TC SP(AL43im13)#Q2x4 TCBr ft -- .9imM5orAuFeaz6}QAciid$nbjOlet BC SP(AL9Cbm13)Na2,4 tCfkefiq: 9.mh'daFlviaetG311RaFde byOhas Was SP(AL4Y,2012)Q1,4 Loads Summary 1)7he—lusbandsjaW .dkrAeu 10pn.1b dvdk b dpiadadb3& nTnis.�b.sbend�lro<Corrmmdrh.®m7-Iow,kro�:g�d�:Qe Idompnm�r.>�,.e�>;,y�,e.c�fTpfa,�,sa�rn(I-1nD),a�fmg tins40az4733ftb-150,7brEd7a Tnn4THcadadsm6dadMEP1b0,CCZm Wdh4ft �n4..A1ICTabk1607.16 smhmuAM Load Case Ix1: Std Lim Load Point l.a�ads Manic tiaSm L d T.byAA Toped 2.11-0 � 13bs Wad 2-11.0 4 ribs TopChd 2-11-0 Tip 13bs Broad 2-II-0 ip 27h LnadCamDI: StdDeadLnad \`\�\`1 , I IV'it ..P-.0 OI.„ LP :11 Ba10d 2-11-0 Up 7bs Tapod 1 2-1-0 tip17bs tinQd 21.0 Lp 17bs Member Forces Summary '®bki.d®QMe�alQmax Cal,mnm®Ifgq(marm.pefa¢B'ddketfiommssaxelfo� TC 11.2 OL126 2-3 Q134 -3 bs 45 6bS9C Oh0077 65bs .14hs W. 2-5 am 151 bs (-61bs) �tPiz- ls X � STATE OF .c� •�� ORtG P' �� /llill111 (`� Southern Truss Companies, Inc. I Muss: CT4 SOUTHERM 2590 N. kings lEghway T g. P $ Camp-entsolgionSTM uu gs Fort hav, , F134951 Date: MOM 4�-TPM Tram COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax PaLr- I oft lxsm 2016.H3 [Bmld 10) A Span Pitch Qry OHL OHR CAPA'L ` CANTR PILES SP-* WGT/PLY 1'I 'I 5-66 3M5/12 2 0" am 14-3 000 1 12m 1hs 16 �g 1 T 1-8-14 M-8 ' 1-9-14 SBbi 1 1z41 J2 !2G 0.0-0 0.0-0 • 1-9-14 3-" Loading General CSI Slmnnmy Deflection IJ (loc) Allowed Load 0-d) BIlgcD&- FBC2017/ TC: 0170-2) NIMM 003blP L/999 (4-5) L/180 TC L: 20 TR 1.2014 BC: 029(4.5) Vrtly-' 001 Kv L/999 (4.5) L/240 Tom-: 7 RjpMbrin m M vAb: 006(2.5) hrd/Ori7L• 007h 21J489 (I -I) 2L/120 B(I.I.: 0 DOL: 125% Qm/OHU- 002h 2L/999 (I -I) 2L/12D BOIL: 10 HazOk 002h 3 R3e0flses(L=Wn (13.42-2dU (240-}IQ90) (5:1-03$90.) 1 Reaction Smeary ' Jf Typo BreOarrW BMWdb M trial RodBMVAM M.Rmd M.G-tw M.Wdtw M.1w Md Tbii 5 %(WM I 11313h C m M—y 300h 48bs - -54hs -Sbls 78 bs 4 HM(rms) I ISh - 30Dh 57bs -Il bs -10hs -Ilbs Obs 3 MU rm.) 1 ISh - 3DDb 2DU -7bs -42bs -ebs Ohs Material Spry Bracing Slmnnary TC 8P(NS(K2013)A2N4 Tc&-g -3i W0`Rvic &KPkafnd6rby0f--' . BC 9t(NSUS2013)A22s4 BCBaarg 9mlydprP-f w6-3-0,%&dapfby0h- Vohs 9'(NS0t2Dl2)032,4 Loads Spry I)Tlf.n h.bm&*.dfafeEfda&=10pdLotrpdadFeked*dmdbe& 2)Th'smabasbmish90E7-IOJIefobW dt.4ft lipe 160mphutiru4E�mn�Fufy&ds�0abkhiR> R� YR(f-ID0).0.aa)BIjB Dpsaofbra�33ab-Is$N.c.�� r�t�,�d�o>�etmrplrD.acz�wdbae -ISikNrlydfas T.% *d .d> 3)W.i—m.g.id ihe-*s¢uiMCTabtI607.1tmssmba.ppf�d Load Case Lrl: Std Live Load POW Loads M. b lamf. DL Load TrbVk% TspCd 2.11-0 ip 13bs BaCd 2.II-0 4 27Is TbpOd 2-11.0 lb I31s Band 2.11.0 27bs W 1. I III///!!!�/ Load Caw Dl:stdDeadlmd 1oad5 Point L \,\\� �•BL Loaf. Md. Imd TrbRith '\\ lP �'--�s-r •_�{/ rr/i 17bs T.Pchd 2-I1-0 LIP bs BwChd 2-1-0 lip 7hs —�rP.Y 76 \ _= �� Member Forces Summary Tabkid®sMmhcR;maz(3 �m®Ifaq(r�nprfamidffaeafvmrmmalfa� h _ TC 1.2 0.169 Atha 2-3 0.169 13C 4-5 am Ols 5-I' Q095 Whs 2.5 0M 19obs (��) -4I bs X 7ahr -14hs i '4 t STATE OF j ` Truss -to -truss Connections m C..4T- �ry 0-yim nd �� ` 23' 18,�0, �� `.� ORID p ' nmt Tr l C14 UG 4.00 TTI C14 L20 &" ` ,315 f �j!//�O14A � .: 225 1�DI7lfAmpyddmd�shsl6efiari�defeel.aafamr.Tieda�roflCsidxidalh�'s�.d�aeeWrs�mrm5ypphlbyfnTnssMaMtacardrtirstp.feamrery ardmrtipb�ofleid.rertnafafibyfe&rNrlg i1�eA�I.hcdmailgirdmt:er¢par¢d'pof�mlergimigrepadLirymllyfadusnSxlemralpgsrdte'7rr�aprtirdarr®e.&Gaeeltivs ppgefaaddmrulhamra6nNammrpbedslbe Brian MB kaldy , rtandaapdbySmps.9prr8-TeCmipuyfrnhamrdanmaiEsE9t-27d2.Nmrn®rpht;ea2lpygSanlsfr4aFdphe�e'stpbpdbya=l8"wlifiiid®san l8earrgtpbgor'9718'.wh'rh iidaeali�brcon l8givgep6t __ - &MEretr7605I 259tNif iieh AR..n A'11051 �.. Southem Trim Companies, Inc. Tom: 07 2590N.Itiug;I�ighvvay �� 4 243 Camp—dSoioiousT SOUTHERN ;TRUSS. Fat Pierce,F134951 Date: 2/2L(2018 4508M Truss COfiAPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax PaW: I oft \§sou:MRU [31ald2] Material Databa c Wecsax 1565 Span Pkl Qty OHL OHR CANFL CANI'R PLIES Spacing War/PLY 10&12 3536/12 1 0" ON' 14-3 000 I 12m 39lbs N L6 6 v d 1 T 10.5-12 1-9-14 4-11-12 . 3-8-2 1$14 6-9-10 10-5-12 1x5, J3 JS J3 JS I FA8GL 0 M 0-0.0 6-9-10 1 10.5-12 Loading Genet -al C& Smn mry Deflection U 0oc) Allowed Load (pd) ftCadc FBC20171 TC: 031(2,3) 160t: 007h L/999 (56) L/18D TCLL: 2D TH 1.2014 BC: 047(d-7) VdLL•l 0D3h L/999 (SAL/740 Tm.: 7 BlpMhrtmn4: * Vffi: on" 0.dCH • 009h II./343 (1-1) 2L/120 BaT: 0 nm: 125% ().NOHLI- ODth M/M (1-I) 2L/120 Reaction &mmry 7f TM Bm.Combo Bl¢Q4Br Meehl WBacWM M.pR M.( hvtjpm M.Wd160t M.i m M.TH 7 %(Pbl) I 11313h Ca M—y 300h 390bs - -2126s -212bs 110ha 5 HRol(r—) 1 15h - 300h 3191s - -183bs -1831s Obs 4 HM(rnasl I ISh - 3M, Sobs -74bs -74ls Obs. Material Spry Bracing &mminy TC SP(AL915-2o131S2s4 7CBm69 ShmfidarAsiseo63-0,Asfnde byObes - BC SP(ALS(X~ 13)42h4 BCB�aoft 9im1dor14iset63QAviideg�b�Clhs¢ P26s SP(AL905-2012)*32a4 Loads & mlary 1)7b tmb.sbmidsipWf r4—Tftcbm10p4bodndndkeb.dplsdadIndt 7)Th'snsshasbmi dforlcdl'saofwidhs�hnm.da�+.��7-IOalAx%buiS—ddi dip[160mphoh�mkE�aRC.FailFid�CeNfii(4HuiLg(i�aryB(f=IDO),O»slBkg Di"ft.4733Qh-15ft, UE,d7m TnsFidmed.thmnOesiDO:-I(D,OC7u Wdh4ft 3)Mmmcnana�atelmdighmdamiIBCTahE16P/.l h smbmuppfd LOadCase Lrl: Std Live Load Point Leads Mmdc lamicn 17rmon Load TfiWdh TapCid 547 than 32bs Bal0d 547 $ Sbs 7(pad 547 D— 32hs Bolc d 547 LIP 5bs TopChd 7.106 lb.. 71 bs BnOd 7-106 13 u 4bs 7bp0d 7-106 )bun 71 bm BmOd 7-106 D— 4bs load Case DI: SODead Imd Point Loads Mmbc U b. Rafm ' Load hbRBh TopCd 547 than 9bm Ba10d 547 Dun Mbs TopOd 5�7 DNn 9bs BatC d 547 Db 14bs Topm 7.106 Db 27bs Batod 7-106 than 37bs ' TapOd 7-106 mm 27bs BMCd 7-106 To. 37bs ForcesSmnmaly TabEFdmsMmbelCjmma(3ma:we)fa[S(rtaimnprfomdddfmtfmnmaxsoel(ocj Ii3'3 "-�GENSF�� PC 76 ` -fl STATE OF x BtiaaM BImWy ' Southern Truss Compauies, Inc. Tom= 07A SOUTHERN 2590-Xkings lligftmy T � 1 $ dhc F(xt Pierce, F134951 Date: 2212018 45839 PM co`npo��sotlma�*M COMPANIES (900) 232-0509 (772) 4644160 (772) 318-0016 Fax Pam: I a1.2 Vmsiolx 2017.7.1 [Build 2] Material Databasevesi= 1565 Span Pitch Qty OHL OH1L CANTL CANrR PLIFS Spacing WG /PLY W13 3536 /12 1 000 000 : 00-0 040 1 12 in 371hs d, 0 1 5.4-11 5-4-11 J3A J5A I ABGL 0-" 0-" 4-11-12 3-8-2 1 5-4-11 9-0-13 Loading General (A &MMMry Deflection IJ (loc) Allowed Load 4-0 Bi(gcodm FBC2017/ TC: 061(1.2) Vrtat: OD5n L/999 (4-5) L/180 7OL: 20 TPI I-2014 BC: 0.40(5.6) 1ht12s OD2n L/999 (4-5) L1240 TCIL: 7 RpMhrlm lb Wb: 027(2-4) Th7at 001 n 3 BCLL: 0 DOL: 125Si O�iam ,Ka-2D BCOL: 10 Phb0fFas(1=(YAr.0 (1143A-190) (21-123-216) (43-1-9-629.) (50,0 8- 0) Reaction Spry _ E Type BmCanbo Btl!W% Mavw RndB¢RBh MB.R®d M.xOa IM M.Wdtw M.Wdt Ma.Fbrk 6 JAM I 10594n CammMm.,y 300h 371 bs - -198bs .198bs 12obs 4 HRol(r.4 I 15h - 300h 366be - -201 bs -201 bs Ois 3 HM(fma) 1 15b - 3fI0n 86hs - -71 b6 .71 bs Obs Material Smeary Bracing Stim(Imary TC SP(AL9Oi2013)N22.4 TCBmdsg ShodmlorAaisat6-941,A.FdeisbyObms BC SP(ALB]t3713)$a2s4 BCH-&9 SI.W.Vsism660,B.i.ddMtyOhes vvbs SP(ALS06-2012ON4 Side SP(AL906-2013)OZA Loads Summary 1)Th•stsslosbmidsgmlforim felideb IOpdbotrndodFxbedO sdmdlmds Mbsnm>�im d rp ora dtn��e�mm�w 7•Io u hroa�:g,�a�m:Ae 16om(nam�tB .ec7 H c�bbffnB a p Ro�IDm a�Bag Dim4OOa4733fth-ISANIErdZ=Tnev.Nedwmda&ms im&Dar1(A.00Z=V6rdh4ft 3)Wris—=ag—h,d i,.m,d—r ihlBCT.bk1607.11-s bm..ppFd LnadCaseLrl:Stdl tLmd Point Loads Mar9w Lomfan Diefm Load 71b\Wh TbpCtd 3-7-8 Dson 43bs BotOd 3-7-8 D— 7be Top(2d 3.7-8 Donn 32bs BMQd 3-7-8 4 5bs TepChd 65-7 Doan 75bs BMOd 6.5-7 Drm 15be Topod 6-5-7 Doan 71hs egad G5-7 D— 4bs InadCase DI: SODeadLoad Paint Loads . M-b3 Lomfoo rkd. Lmd 'hbliFb T.paid 3-7.8 loan 21 bs Bead 3.74 m 21 bs T.POd 3-7-8 Dws 9bs BpOid 3-7-8 Dmn )ohs TopOd 6-S-7 Lbws 35hs Baal 6.5.7 D— 42be T6pasd 65.7 Down nbs BMC d 65-7 Dlws 37bs Memberforces Smeary TabYi do ¢Mar belQmm (9 mauilfon;(nmmnpr fa a�dffascfivnmame fa e) TC 1.2 0415 729bs 4;2bs1 2-3 0507 79bs -Obs >3c 45 0M -744bs 56 a.4oi -7441. 6.1 0be 401 -02 Wts 2-5 0.105 256be 2.4 a27a 851bs(-669bs) i • fd 9 STATE OF �� •23.2r�l�'�� V [/IIIIII .�o �...e......,a..m.. ..,�.,...........o.00s+H>moy.�srs�mar�maemse�sponnesmvaq smos �ornrnanmmsgumy'hitumh8 DagneAsalmtisdmwnghdmssaws.n¢ofpofea.almgrimilg2possbiy tarhnasonrywmedoig�#�msrtSeiem cpogenndh"fsrpuamintomaion�GesasRbm"(sgforsddduetbfomsa�Nm.marpi�9olbe BrianMBkaW mm�dao.d T frcnaonniassmusfsFSt-2762.Almvctr ma.e37,m�18 SnnE.g.i176051 ISMNL IyS:nPnsSaa� _ _ -- pb g811$�191i7Sh��pbGSOC6fOV4.<dlj'a�1R"Ptidl�®68111$g9l�hl.Of$(I��Ytldlfldp6p �n$epit L^.�SSd�A[iw. ilaeOc. Southern Truss Companies, Inc. Tom= Jl 2590 N. kin lei wa .SOUTHERN Y Prom jaclNaa: 145243 ThwDesW.. dhc Fort Pierce, F134951 Date 221/2018 4:%-40PM �' Thm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 oel moo¢ 2016.113 [Build 10] Material Database m=si= L%5 Span Pitch Qty OBL 0i1R CANM CAWrR PLIES Spacing WGT/PLY 1SA 5 /12 3 040 000 1.4-8 a" 1 24 in 5lbs it 12 6F— mg �l 2x6 - 1 T � Loading General CSI Spry Deflection L/ (loc) Allowed Imd (p� BBgcak: FBC20171 TC: 006(1-2) vncpl On L/999 3 VISO TCLL: 20 TRI-2014 BC: 0.11(m) VALT- On L/999 3 LrM TCDL: 7 RspMbrbcmc Vs Fffi: ODD(I) C.UQi7L• On 2LAJ99 (1-1) X./121I BC L: 0 DDL: 125% CudCHU-1 On $/999 1 M/12A D=-: 10 I Y.M. On 1%.0 fbi5(J.MVAn* (1'SI42-3A) Reaction Smmmary i M(Fn ) I 1.5. - 3m. 933bs - •46hs 3 PhC%g I 6n Cm Mwq 300'n 27hs - 4hs Material Smeary Bracing Summary TC SP(AL90G2013)#2b4 TCBmdt SimWmPutwl00AP.&&eVby0dns BC SP(AL9.0S20I3)(22c4 BCMft SmfdwP ies16--3ARende V by0h- Vb. Loads Si mnary 1)TNan t$h b-ds0,drarfdfazdebIOplbo4ndxd[v Wpindmdb.& ?)Tfi'snstmshmid�dratedrasafaidhadshaamhr¢nfiA9CE7•1ftAkrobd%—damlip[160rt¢hWinnSEVou�r-F*Ed.AGbbffB&M'BCagyBO-Im O, dBig D m4Oftx47331th-15f4?bEndZp Tni4Nlxradvmb xddad.DOLrIM,CCZ—Wdh4ft 3)Min.— mg.&b.ftin.= an—ATBCTabkIrA7.1humtbmiWW Member FormSummary raul�:a�Ma�amm�e�,�ro�(a�*a.ap<ra�adara�am�xWlrm� Ndm I)Th'sd�'shtmdmh9CE 7-IOatrtfammibylrl0 7PosidaHsiing� 2) VnQtasdfiuz(2tamfnaimlmdhaieualddiuo,edebFe�dPlaleaaPanqumofdlhtmAmdmdYed.mrgmduflH II.+(Ka.I,:DfI IIiiaoadarn s�AT9RA I. 3)ApafryoaoW faoacq-IDO,I�b�a�abf�ebc.In�naassa.�bmats�mlykrn�M.mcso.r' peAF>grlPl I-xuzsma,2.u. 4)rnsAnt$mromba'srorgmphiai:mpmemwy Aw(geord�csnmmlwxman3ml6cpovdalb�hmaxsm®imdupa�aoan uhxm�,s,msay. 5)Matpbpi..dbmmgsc'it 6)IsdwidipVuma" ba dmMWFFSQ*b fi,& Ohs aR292bs /i Pl= 16r""" - 77C -p STATE OF �P:-� p� � ORI'D P � S&/ONAI_ /// I 1110 IC Southern Truss Companies, Inc. Truss: J2 r SOUTHERN 2590 N. kings Mghway >wjedNmm: 145243 Tnw dhe TIRtiss Fort Pierce, Fl 34951 Datf-- 221lZ018 4: 41 PM � cQMlsi rings. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pa.T- 1 ot'1 Versim 2016.H3 [Build 10] 1,aterialDt3tahasevefsim 1565 Span Pitch Qty OHL OAR CANPL CANER PM Spacing WG )PLY IN 5 /12 12 0" 000 140 000 1 24 in 7Is 11 T 24)-0 11-"1-4-0 12 5F- 1 3 2x- 1 4 5 tx41 CJ4 0-" 0-0.0 Loading General I (NI Summary Deflection U pod) Allowed Lmd (psf) BUgCadc FBC20171 TC: Q10(2.3) Vnat On[P L/999 (4-5) L/I80 TCLL: 20 TPI I-2014 BC: 0.11(5-I) Vn L• OUP L/999 (4-5) L/240 Ted.: 7 RPMbrlrc IEs Ra: 07(2-5) G diTIL• O01n 2L/999 (1-1) 2L/I20 BQL: 0 13OL: 125% 6ra/dnZ On 2L/999 (1-1) 2L/120 Reaction Sunmxuy JT T3¢mB¢M m ..H. MmLMssfi¢x 5 ph(M Ca M-M 300n 2261s - -wk -69bs 931s 4 ftPgl(rho I ISn - 300n 81 bs 441a -43bs 44hs 0ts. 3 ARd(rmo 1 ISn - 3D0-a 361s -30bs -271s -30hs Obs Material SIm unary Bracing Smuma y TC Sp(AL90S-20i3)R22.4 TCB ft Sh.Wd R.is.16341i3.iad6Vby0vs BC SP(AL91L20 3)R2214 13CBmdlg Ratdg P b.5110.OQA.%depbyCkm Nfls 8P(AL97i212)f132,4 . Loads Spry I)Th'.n h.bmrd.OWfgrhdfasdrm10916aamdardhebgdpbsdmdbads z)Th'snashasbmid�alrmhdf�ofa:dlsdsnaanrdaraex�rA9�7- Iouihhfobn.r8vaddra3i�¢ 16omPnueg�t�.�c>uN>1.b�mr�s�,>�i+ga�rnp�lao),a�.1Bu� Ub,403R47334b-I5fkl4XEr.d2�T..;N&wa,d.d)g e'D0L-1ro,acZ—wdb4a 3)Mri e m eam aftne &n¢ai1n3CTabk1607.lhasnAmappisl Member Forces Summary Tabu d®tsManbai[�muG4,mazgsalfuglmaxmmpcfg2iddTaaafmnmm m elfa� Truss -to -truss Connections Summary T7'3 Cdri32 04 Cu2-11.0Otf�a l r T73 12 C34 i 11.0 45drg Notac I)Th-sd�ibavdorul9CE7•IOasldaandbyhlp7liti�liuFrngCbde 2)VAatsrdIWOta th imlardhmkmalddb*sdnbisetadpistwapmpg ofddidmdumdmdbaA=npikdwDd rL+(Kc- I)zd!_M!iamdar—JhA1SlIPf 1. 3)AgrafiymradSu,Cq=IDO,bsshmr.pprdohpbebaslvalaasspm7•edbyhTrosMandan.epaATSIITi I-7D02Smm'242 fo 4,Tn sfwVpMmdi2T—.adyAla Qgha9n,.l dan�a�dda rmda rdapsfrwnnkl�m�. S)IsdwidupYtrmoashsadmMWFRSQdyhadrW, ` I . 1 PE76 �� j � I /* 5 STATE OF �� •23.2�1�'•(v� ORI'D /OIVAL EG�� - �/llillll TYR1ffAmgoftfsdespfalbefunAdohaa5mgmamr.TFrd�sfHsidxitalkmi' ba ID�iaAalmlfstraairgirdn�emgelmofprtdaavalepjmirgrapwsbiyytlyfahn�mrrmaeadagndonn�epsgrSMh'7rtpgranlofmrain&Cmasiliex'p�gefaaddmnalidmroia�Alannnrptmddbe BI78[1M. B)e31dy �w I n—fia.dysmpm&og.r.C.apaaxlrcn,®mra%arESt-2762.Alumm pnea aa7 cm�te pipr .sfgbamby.-la wmrrdmr�.a16 Q�Is,Wdidmeah�htrabnlB pbG „... (yi ` Southern Truss -Companies, Inc. Tiiss: D 2590 N.king; Hghway 43 T e: 1 52 canponed Sdu ioos— TRUSS N post Pierce, F134951 Date: M1018 4:58:41 PM Thm coMPAN1ES. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 ot'1 Versca 2016113 [Build 10] MataialDatabasevasim 1565 Span Pitch Qty OHL OHR CAMEL CAWrR PLIES Spaciag VIMPLY 3&0 5 /12 3 04M 000 1-00 a" 1 24 in Jibs 3.6.0 1-4-0 2-2-0 14-0 3-6-0 12 5F— 3 m tx4 j �l 24- 1 x4 CJ7 C.I7A CR 0-0-0 0-" 1-4-0 2-2-0 1-4-0 3-6-0 Loa&Dg General (A smeary Deflection IJ (loc) Allowed fmd (ps1) ftcAc FBC2117/ TC: 0.10(1-2) VnOC obir LIM (4-5) L/180 TCLL: 20 TH 1-2014 BC: 007(5-1) VnLL-1 OnIP L/999 (4-5) L/240 TC13L 7 %pMb km 13s Rlb: OD9(2.5) cwa TL. ODI b 2L/999 (1-1) 2L/120 BCLL: 0 DM: 125% CkWcHLL* On 2L/999 (1-1) 2L/120 BCDL: 10 fb.CR: ODl it 3 PbeOBsasOta7'YMsk (13-M-3A) (20031350.) (5:1.03-M) Reaction Summiary Jr -Type Bi¢(bmbo BIRRNb MewRadBreRHh MexR®a MaxGavLbdt MaxVidLb18 Maxlbdt Mex3ixic 5 Pin(MI) I Sri Ca Maamy 3DOh 214hs - 66bs -666s 1596s 4 HRdCrm) I 15n - 300n 306s _ _ _ 0bs 3 HROI(r—) I Ish - 300b 496s - -55bs -55bs Obs Material.SmMmy Bracing Slmunary TC SP(MSM2013)922x4 rca2 g ShatfWo Pxism6.34Axf dajtbyM— BC SP(XS06- 3)022x4 BCBntdt Sltmfxdo Pft910414Aafndjpby0I.. Plbs SP(AL972012)p32x4 Loads Summary I)Thsbsshasbandobwdfmth Tazdteb 10pdbaundodhebsdplsdadlmda 2)Th'snislasbmid:��fa/rid(eada4dlsdsneaordarcea/W9CE7-10Whkfbag—&ffilipe 160nph i t;EV—eC,F*Fd3�4C.Uft&.'.gat MIJO-ID O—IBit C1mt40ftx4733th-lSfLN3E Z—Ttrz;l3!toad,,b..Hmd.lXi-IfA,OC7o V6rdb4ft 3)MWsitun ^-P-=-s-"r- .....Mass MCT.*1607.1 harp —.ppkd Member Forces Sunnn ry Tabbidm MmiwTgmmCS,nexnxWfarts(m =W.fax8'dffaa¢fimn aiialfota) TC 1-2 0.101 -1541s 2.3 0011 -461% 13C 4-5 0074 01. SI ODM 1596s (-281s) V1bs 2-5 ow 274bs (-148bs) This -to -truss Connections Smeary / ID Qme1T— Ctmvi*Tt C—*Mcf& Aa¢b �N Notes I)Tbsd5b,iba�a ASCE740aatdam ebydr.M7FDii,BuNngCode t / 2)18sCRaM}iuzCRertlruetialaMM�tal�hfusAebfuehadpYsfm�fmrnpmaaoiddkimdumd®dYadmmpadasi]fI LL+(1(c-I)xl7dl Qitaovdan¢ssdtAT�'4!(Pf 1. c((0 ff��...((( 3)AgiaiymmolGmr,Cq-IDQhasbmteppWbthepheheelr�nmd�tvdhsas�m7c16yheTnsMand'amcpcAT3lfPl l-M02&*n2.42 �� PE 7U �• 4)TtuzoatssaxutamnsforgrapNrelimpminonly AhasgaaraMvtavalcant�ndtalheptnidelb�ahtmxnxaimudsH6[4irnm niteRaiam9nmay. � -� 5)LnslaiduplftttaaixshaadmMWFRSOi)ybadig =� � 9 STATE OF RI llll illlll 18Fpsgepht Southern Truss Companies, Inc. Truss: J31 ,SOUTHEiiN .2590N.1an Hi uu � � Y This migu 14528 TrtLaDr�g>er 4i6c !�,�.�.„,�hfusTm Fort Pierce, F134951 Date: 2CI2018 438:42PM w' Thss COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: 1 d 1 Versi= 201610 [BIDgd 10] Mataw Datalase versiur 1564 Span Pitch Qty OHL 0BR CANU CANrR PLIES Spacing WGT/PLY 3-0.0 5/12 14 000 04" 1-" 040 1 24m 101fs II 12 5F 21 0-0-0 1x4j c3G B3G 0-" Loading General CS[Summary Deflection L/ (loc) Allowed Lmd (0) B1gCadm 133GD17/ 7C: OD9(1.2) YnQt OhtP L1999 (4-5) L/I8D TCLL: 20 TH 1.2014 BC: OBS(4-5) VrtiZ OhLv LM9 (4-S) L240 TUL: 7 1LPMblbm ii, va: O08(2-5) C.10U7. 001h 2L/999 (1-1) 2L/I20 BQL: 0 DOL: 125% C d cHu-.• On M1999 (1-I) 2L/120 BC13L: 10 M.10 lWyV v nYle9_anl nMi�a Ofll 141�119011� H-ck 0.01 h 3 Reaction Spry _ Jr _ Type BraCm3o &gRHA Meeel RodHeFBh MaxBm¢ MmGavll:ifl MaFtdibBt MuLbBt M.Hyit 5 %(Mg 1 8h QMOh r Mw" 3D 204bs dabs -0bs 137bs 4 HM(rms) I ISh - 3DOh TSIs -26s - -26a - 3 HM(rma) 1 Ish - 3DOh 30bs -1 bs -Chs -Chs Obs Material Summary Bracing SumnarY . TC SP(AIS0S.2113)t.^_2,4 TCBmdg 9nlmorA�iset6.34l,A�fnde by0has ' BC SNAL9]52013)$2214 BM-9 9iminlor7Licet104?QF1ri�de5gnby06ca Vohs SNAL9]5-2012)R32s4 Loads Summary 1)71is—hasb-dedbadfrt—Tf AMIOpedboondvdk�bedp5rsdedbnds 2)Th-s�hssbmidebvdfatmff=ofaidbo&-in=d+•='Lk9::E7-IOvA/efab,igmddmlipu[160rt¢hv4natE�ss�cCr+di'E+d Cmblst;Rl idhdgnYBQ�IDO).O-eatBtlB U-40Rx47334b-15ftt'UEidZ=Tmm;N:Dcedo6mmiI ' DOEMAD,0C7m Urdb4R 3)Mimvn .._bft' .ceder¢ ATBCTabL-1607.i hamabm 49W Member Forces Summary fabkF d®QMmd elQmazC3 mum®lfag(�w artgcfamiddraacfmn�xazhlfo ¢) M. 12.5 0076 238bs (-1326s)1 Thins -to -truss Connections Summary TD OmJ31Tnes C Tr6 w 0urvi1eOfr0 Avb \��`," ) / I TT6 III M • &0.12 .. 270� \ ��\IV,- 7T6 13 B3G 7T6 DI B303 TT6 DI MG I0042• 11-3-4 135ft 2706g 270ft-4 27M �j ""�✓' `GEN& � � \\ TT6 DI MG TT6 J31 B3G 779 DI C3G IS3M 44LI2 412 270ft 90dg 90ft. ` P C 769t � • ems=--f j Tr9 DI C3G 779 DI GG ; 64I2 &O-12 90ft 90dg - - f - 7 TO DI C3G9.11-4 TT9 331 OG T19 DI cIo 11-11.4 1311-J 90dg 90dQ 904 '' I_- l J -p ; STATE OF I)Th'sdegn's�sdm/5CE7-IOmrdeemibyAe7p7FtridaBoiLgCgde 2)\btQtmdFbaCRmdcaeidmdhucoelddltius8rcbhehadPiefeoeymngmetofddbnndmde�d)nd.o:^Rmiat�O lL+(Kc_osBil IIi�amadaf¢uiiAh9llPf 1. 3)Agiaayox+dtanr,Cq=IDQhasbmiappLdolnphthtraln��deglwlxsatspai'�byhTn�Manffao�cpeAT91IP1 i-X412..°�2A2 / -T \ D_ j/ � ORI �� \� �f �S � �\ �i Gn>y "A`°��rp� ale dnt do x and nh+ nBmm�. IONA;,E Southem Truss Companies, Inc. Tmss: BA _ -• , _ • SOUTHERN 2590N kin wa PrgcdName: 145243 TnwDmi�Date: � � FoltPier F134951Y 221/Z018 458:43PM Truss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax i'ag--: 1 of 1 Vmsi=2016.113 [Bmld 10) Material Databam%asi= 1565 Span Pitch Qty OHL OHR CANrL CANrR PLIES Spacing WGT'/PLY 240 5/12 1 000 ON ON 000 1 24in 11h 12 5F— M 2-" 2-" 2-" CRA 0.0.0 0-60 i 2-5-0 Loading General (NI Summary Deflection L/ (loc) Allowed Load 050 BItCbde: FBC2DI71 TC: o \bt17(I-2) k, Ob LIM (3-1) L/180 TCiL: 20 TK 1.2D14 BC: 009(3-1) WdL• On L999 (3.1) L240 TCDL 7 RepMbrfi z: ME Wb: ODD(]) H..CR On 2 BCiL: 0 DOL: 125% CR'a- epFam,20 BCDL 10 Reaction Summary Jr Type lamcmnho B�Wdh Masabl ROBTWM MaxResm WI.&B iW M-VkdW I Ir"Ilal)' 1 8n Ga Ma—y 3Wh 92bs - -IM 3 ftUM-) 1 ISb - 300h 40bs - -1 hs 2 mucrnas) 1 1Sri - 300'n 73 bs - 6i1. Material Smeary Bracing Summary TC SP(AL90i2013)E22a4 TCBmmg S dWd Apiam634Pwf degnbyOhm: BC SP(AL4]52013)/22a4 BCB-cig ShmfdmW.&.u101K aindepby0h- Was Sfdm SP(ALMS-2013)122t4 Loads Summary I)Th'sn�hasbm,dep7dforbMfmsAcc IOpeibptrndiadhctedpladmdhads 2)71�sn�1>asberm�drorf,eer�pfa:d�ouo�&r�¢u�nv�7-low,berol�:rgsradd�ed:pe IdompnpamaeE�aOeC,rWyF�mtG�bF��gCHfgo,rHO-Im).QvaiBdg LLns40fR4733 flh-IS RNtErd2meTru$Tiftcadw�oxaiadAlr Id0,OC7meWdhdft 3)Moinvnaagath�gneaada,m iBC'fibk1607.1 hn mb—ppW Member Forces Sunmlay TebL•iZd MarbmR;m=CS4m m®Ifu,q(maxm p:fmo•&&romdvomazmielfomj TC 1-2 0.169 sobs BC 3-I 0093 -ISOhs Was Ti•1>ss-to4russ Connections Smeary M mrtidT— CmyiyTmss CvrrviAQ%d A 9L TT8 BA CAA 3-7-8 ivy 315dg 1):]3f1 ]L',emsdu=vAANWM 1. 5)IAe d.idupif..m.budmMWFFtSQdib.ft -1 bs ohs -&ba Obs F'\11. PE 7fi9k�) 9 -o x STATE OF S/ONAL � G X ll1 t 11111 leD.Mhe Southern Truss Companies, Inc. Tm%: A 12590N. kings Hi� 5OSOUTHERNway Pf4xsame: 1452$ T�Dm�go=. dbc TROSS Fort Pierce, F134951 Date 721018 4:5844PM Coq°0This �7M cQ a14N M3 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax par.: 1 of 1 2016113 [Buld 10] MakrWDatabasevecsi= 15fS5 Span Pitch Qty OHL OHR CANM CANPR PLIES Spacing WGMY 4.06 5/12 3 am ON 140 am 1 24in 1216s 21 i 7�-0 2-M IX41 L2G 0-" 1-0 0 2-&0 • 1�-0 4-" Loafing General (SI bury Deflection L/ (loc) Allowed Load CA BVgQdc FBC2017/ TC: 013(24) vnclR. On L/M (4-5) L/180 TYTS-: 20 M1-2D14 BC: 008(4.3) Vnti OnIP L/M (46) UM TCQ: 7 RgpMbrlmnse: )E VAb: 0.I0(b5) Ca dCHTL ODI n 2LM (I -I) 2L/12D BCiL: 0 DM: I2596 Cvalt3i(7: On 2L/999 (1-I) 2L/12D BM: 10 Fbrz4C On 3 T%e0ffffiOf¢ k_— (1.3.142-3A) (2O-031390) (51,43,M) Reaction Spry 2r TM. BTtc-& &zVAM Mabel WdBMVAM ?A_Rmn M.GavLbTdF MaaTAi w MaxT3sS4 hWfbriz 5 En(wm I 8n C.VMMasony 3DD'b 2276s - .716s -71 bs 176bs 4 tMcrnw 1 15n - 30D•b 41 bs - - - Obs 3 HM(rn.) 1 15n - 3DOh 65bs •67hs d)bs Dba Materw $1mm)ary Bracing Smeary TC S'(933S.M 3)k22a4 TCBmdog 9mhd.P f w6-341,An(ndawby01n BC SP(AL90L2013).z BCRft 9.f d.RdmallD4K%bdbbyOMt Vm. SP(AL905-2012)ON4 IJTI�ads hm�i�df�l�Tat8Cbl0psfbo�ndvdTsebadplesdmdladc 2,Th-stushubmtd��nlfated(asofwidlndsna�darixcft/S11:7-IOw�t1¢fab�vgas�dfidiptt 160niphWirekE�m�eCfWyF+dv�GtbEifP.lidfn8degaYR(f�1Dd�Qa�IIiBB U,408:4733ftb=ISftNxEldZm TntATiicedvsMosdeaiDG[rIL0.007m Wdh4fL 3)W,i— &gnamrfa.-¢ fiTBCTabe16D7.1hasngI ppid Member Forces Sumnnary Tebl �tdaa�Mmbclgmex(S maovjlfaq(naxmmR.fu¢ddfemt6vnlrmsu nlfo ¢) TC 1-2 0112 -1826s 2-3 0133 -60bs BC 45 0081 OhSI OD41 I76bs -32bs) RMs 2-5 0.101 318bs (463M) ' rlr s +o-trc3ss d"^ l ions Simmlary TD QnidTn • Tnm C m rimOTC ATk TM J4 L20 40.12 %mil .... . . , . .270 . , . ft 34 ac }a 2Todg`Qy-/��/ s 34 �l\ }�� (v'S • p t Nat I/ I)Thsdmkpi;bcdonASCE7-IOaztdbmdbyt.M7FtWaBif ODde 2)\MCf(wdHazCReietne®Iudlvcwmlddh6sd�ebiuckadplstm�t�r�puieuofdd�nduendodlnd,amprdasRA LL+(ICa-I,xDdl il'nemadarrewnA75irtA1. 3)Agmtlymuolfmam,Cq-IDghasbanappidbtepbebtmlmb nmdeg*pw basspaifdbyleTlussMamdaoucpcAT9RAl-2f102Sntion242 41Tnm4> mmmwim sfmgmphimlimpmvmoaly AhaWwotff s lodmmbi9d%Mwoy. ' �P� 7finnn�� ` �- ,� `=y lR 9 5)IsdwidtgifvmmorsbasdonMWR50Jy1>a&g �dLVy-i�-/}_-� - -p STATE OF i ��`\ �•23.2rt1�'�� fI/s-"ONAL l/!(illl� 7MEAmpyof0isdsagtcWbyfCT�Mmu -aM�dmw!! ame'aq atdmvrpla�ofleidame6tstkd�byteBdieg BriaDM. Bleft �,. y Southem Truss Companies, Inc. Truss: J5 SOUTHERN 2590 N. kings Kigllway 145243 � � dbc IRUSS Fart Pierce, F1 34951 Date 2(21/2118 45$44PM � ` COMPANIES. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pag= t ON V=simr 2017.7.1 [Bwld2) MataWDatabasevasim 1565 Span Pitch Qty OHL OHR CANIL CANER PLIES Spacag VKJMPLY 54i0 5 /12 3 00-0 04M 1-0.0 0-00 1 24 in 17Ihs 4 ° � 4-2-0 ,-4_0 5-5-0 5 , 4:s I 1C1r7 CJ7A 0-0-0 o-0-0 4 0 4-2-0 1-4-0 5-6-0 w ading General CSI Su�ry Deflection I✓ (Ioc) Allowed (psi) BIdgQk FBC29171 TC: 037(2.3) Vmml Mi. Lr999 (4-5) L/180 TCLL: 20 TPI 1.2014 BC: 026(SI) VbtpL•'!, On L/999 (4-5) L1240 TCI L: 7 w pmbrbm Vas Wb: 0.14(b5) CaTmm-• 004h 2L/639 (1-1) 2L/120 BCLL 0 D(II_: 125:6 Ca dcHu-• ODI hpP 2L/999 (1-1) 2Lr120 BC[L: 10 H—M 002h 3 Phecfr— rxyY ¢ (15.142,-M) (21-0,4190) (504L34XI Reaction Summary Type &pCamho Bmwdh Maeal RgdBrp.Wih M.pw Ma.0-I iB M.WeLI'm M.1w MmRrz PFr(VV6 5 p I Sn Ca Manny 300h 274bs - -866s -86bs 214hs 4 Hwd(hrw) I I3h - 300n 72ft _ 3 HM(r—) I 15b - 300n 111bx - -104hs -104hs Obs Material S1n unary Bracing Summary TC SP(AIMS333)K22s4 TC&snig Shmhew i=&3QMndWby0hnt DC SP(AL9:1S2013)t122x4 BC&ang 9.id.AA.&1HAAe dapby0hea Wbs SP(41905r2012)031c4 Loads Summary I)Tbk—hasbmsd.bdfwfie T.rAm 100boorndivdW dphsdWbads. 2)Th'snsshasbmi�dfafwdfaaotw:dl�nam3nma�s.�7-IOw�sbefobraiguaedi'refipt 160nphu8rtakEsBmreC,FrlyEdsa4Gabbfip&siblgQgvyn(f=ID0),QaalBkFy U-40fa4733fth-15ftNXM.i7 TrVAN*cedwAm,s.s DOE,160,CC2aneWdb4fL 3)Mrvmanaa�d�giramda�uriTBCTahh16021humtbmralpid Member Forces Summary y Ta*idml=Mmbalgm=C3,maaadlfaq(ebsm W.fg ifdafeatfmneg lfsrc) M 1-2 0.166 -262hs 2-_3O373 -97hs BC 45 232 0Ohs SI 0265 214hs(44N) Wax 2.5 OL144 4536s (-242hs) Truss -to -truss Connections Summary TD CartelTms Chmyi¢Tw . cklim0()ia A ft TTI'13 1ss5 CAlOfi 13 sdB_ Tr13 25 C77 .. 7.10.6 45dg \ 11 ��'` \\��k�\ iv� \\ Notes \A\�''�_� I)Th'sdayn'sba®dmA9CE7-IOasninemlbyh277piaida&dS g(Ldc 2,VnptaM}EnQtarebere®,ardhnzumlddkvsdebFxtsdpYslmapmripvrtofddkvmdmdedhed mmpmiuDILL+(Ke_1,aD#I Qiiamarhnm rATSRH I. 3)Agmkymmlfamr,Cg-lMhubmiappFdbtrpbehealydmmdr_�wbsnVmTeabyteTn Mab mimMAT19/rHl-MMSmim2A2 Almigcorshamanaalwr�onsiblbeprpvideibrns��m�:resaimerdupHtdbannheRmum9mmay 4)LkW. \ / ' P� 7fi �• / WVb.dn ba.d MWFRp®dmmlf AL'mlwidsgiliimmrsbaalmMWF7LSUtytadig � = -p STATE OF ! 0�`_ORID_ ii '/%/,S0101VAL • �11(I 111� 18gaugepligorStllS,alidi iido¢ahghtrsurl6�tgephe �cmr4tc x�ww,.,. i Southern Truss Companies, Inc. Truss: J58 9DWHER N 2590 N. kings highway TRUSS Fart Pierce, F134951 Date: 2CLO18 4:5845 PM CanpMCrt So>t,l M- Thw CO MPAN lES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 10• 1 Wsim 2017.7 [B4ald 14] MataialDatala wxsi= 1564 Span PitchQty OBL CM: CANrL CANER PLES Spacing WMPLY 5$0 5 n2 2 000 000 140 0-00 1 24 in 2D Ibs Saa L" 44-0 ,40 Sao 1 z •L5x3 j 4 ,.5x3, o� 4-4-0 Loading General (Sl Summary Deflection L/ (loc) Allowed tied (pA) ftc do R3CM17/ •TC: 038(23) VITM 002n L/999 (4-5) L/180 TC(L: 20 THI-2D14 BC: 027(5-I) VniL On LIM (4-5) LNO TCOL: 7 RepMtrl-+.»r• Vs Rib: 0.14(15) �.OrrT- 004h 2L/640 (I-1) IL/I20 B(II.: 0 MT: 125% 6Nff17I- 001 UP 2L1999 (1-I) 2L/120 DCOL: 10 H-M Ob Phkarma XYMek (15-142-3W (2*144.1y0) (31-12A4M) (41-1234M) (5003AX) Reaction Summary it T3W BmCanbo BmWdh MMW RodBr¢ Aah M.P® M.Ctavd6H1 M.VidEM hwLT l M.H i 5 Pb(% I 8h C=ftMmn 300is 2744a - •84s -846s 217hs 4 HRdMA 1 sh Cm Ma" 300h 1686s - -104hs -104hs - Material Spry Bracing Smeary TC 9'(AISYS2013)M2x4 TC&a@g 9vindmPwftaz6.34RxrndefVby0km BC SP(AL4K3DI3)0.b4 BCBmdt ShWdwftk.m100ARe d%pby0hsa albs SP(XS06-3D12M482x4 Loads Summary 1)71tb )rsbwdzkdforhedfat&w 100bodndvdkvImdpindmdbuk 2)Th'stud-b-dsi,.dfr/edr�moraidW&hmdxw,. 7-Iovlsfebbig—dAdiput 160^ uhratE'�axe�FdyEdxad,4is66FiR B�4'aYRO-iD0)OaeIBHB t5rs4O(b,4733$A-15((DhEMZ7 T.s,N*..dssbaxsEmdML-160,CCZa Wdh4d 3)Mrummm,nga�1>a&gnmda�viiH3CTabk1607.I lasrvb-gp5d Member Forces teary T M 7gm�(s �,=e7r�<� rm rder mx�xhv� TC 1.2 0.165 -264M 2-3 0377 -104bs BC 45 02M ohs 5•I 0265 217ft -45U) Plbs 12.5 0143 451 to (-24264) 3-4 ' 0074 - 233M (121 hs) Notec 1)Th'sd�,'sba�dmk�E^�rdae�idbylieiG7RtidsBidfigCsfde 2)VnCRadFiazOteielm®IWMvaraldfhmssdeb[sekedPle(msWm^Tusauofdd4rmndumdmd�mmpsdssl]fIIL+(Kc-I)xiYil llisxonrdas¢ssisAT•S171i 1. \`11�1I I1lJ/ ` 3)Agmiyormlfemr,Cq-ILQ7¢sbmsappidotrphehealr®anrtde>g,valau�mTdbyAeTmsMarnfamapa'AtS(IA I-70029cm2A2 ,•i�)` p a>Lsdwid qt0 �¢toadmM02FRSo yladsg �� X.i� M - VCF„ \GENs�'�� -p STATE OF �0 ` 23 Pl�� i ,4_ORI� \ J7ONAL 1/11111111 18;afidiisdmeahghesan IBy�sgepte Southern Truss Companies, Inc. ThissBA 2590 N. kings Highway Tn � 145243 � .SOUTHERN TRUSS FcrtPicrc� F134951 Date: 2010018 45846PM ThIss n�2TM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Palp: 1DE1 Verso¢ 2016ll3 [Build 10] MaterialDaha6a5evm-sim 1565 Span Pitch Qry OH, OHR CANTL CANTR PLIES Spacing VIUDYPLY 440 5 /12 1 0()0 00-0. 040 00-0 1 24 m 16 As 4" 4" 4 &D W--A 0-0-0 0-" 4M 4 &0 Loadug General CS[ Sugary Deflection L/ (loc) Allowed Load (0) augC4de: FBC2017/ TC: 041(1-2) vns - ODSb L/812 (}I) L/180 TC[L: 27 TPI I-2014 BC: 033(M) IMLL O.Mir LIM (il) LrM Tom•: 7 %pMbrlrK— Vis �: O00(I) H=Ml 002b . 2 BC L: 0 DOL.: 125% OapFamr,Ku=20 B� : 10 nmoff§ (Ia7CYArg¢ (130-190) Reaction Summary _ Jf - Type &pCmrbo &¢VAM Mabb} RodBmVkh Max)tma Max(?avlw M.W dtw M.TAM M.H k 1 PFr(Vlhq I 8b CaiaeeMa4my 300h 167ha i- -43bs 3 HBdgm) I .ISis - 3DOb 79bs -2bs -43bs 233bs -2bs Obs 2 F1Bd(rm) I ISb - 3DOb 124bs - -1056s •105bs Obs Material Summary Bracing Simmzary TC SP(AL90i3013)(2a4- - rcB.&g 3rmhdorAvisub3-0,Puird�byChn BC T(ALS062D13)A214 BCBraurg SbmfclorAxisatl0-0-0,AxSida rrbyOhes VAbS S3dc SP(AL90S-2D13)922,4 Loads Summary 1)]b'sbalacbmrdei@racierleifs�seblOpeibobndbrdFekadplsdmdbads . z)7b'cnffiIesbmidsg/rdfrrhe9l'eaofuidbadsbamdarresa8s,A9E/• ioafihdo6xrgseadfirdip[ ldorrrpna}n�t;r�maec,>uN&da�,��.B�g�arrto-IDo),oaa�egs 17iru40ftx4733 ftb-ISANIFidZ—T,.nNicada&mmde.Ln(IP IfD,CC7meWdh4ft 3)Mnimuns g. bafti, o du-vi rMCTatt1607.1h.—bmreppid ' Member Forces Summary f f(Ef-Ufimtrmxarzelrm* TC 1-2 0414 -t54bs BC 31 0325 -252 bs Vltm , Thms-to-trim Connections Stmmrary rt) ® UrtMA as Cart&S-7 ss Anti BA TTIO SSA CJ7A bS7 315dg nfqq L �\ ,f11-$ Notes I)W5dersbasdmASCB7-10asrdaemdbyt1M7FtrdaBuiSVCode 2)VACRmldH=C mecwrmlandhm &%dms&Mkvaadpiatwa onrp—dddhimdi dmdba4pxdasIIH iL+(Ka-oxndl Rireaadan.,AATHIIPII. � 3)Aqua4ymmdtem,Cq=IDQlmsbmiappWbtrghebtraln3'sazi¢d�vabaasspmTdbyleTn�Mamdauee ATSDA I.2W2S®m242 \ � � 4)Tn�oana:mm�miforBaph®iirbpm@nmly NeggcoreAcsvumalcuretonshal6epwddbr�frembrrmmonardupB�doanhkRmaun9mmay. 5)i�daidrgWrm�rcba.�mMWFitSpdyb3d'rry �`—..a f PE� � j76 =��r j^— . X -� STATE OF '4�` OIVAL . //I111111 I °...�' Southern Truss Companies, Inc. Truss: J7 12590 N.king& I-ighway � 145243 *9GUTHB M �, 1 Fort Pierce, F134951 Date: 2212018 4:58:47 PM ThIss CQM ES (800) 232-0509 (772) 464 4160 (772) 319-0016 Fax Page: l'af 1 lam 2017.7.1 [&nld 27 MatefialDataba %csim 1%5 Span Pitcb Qry OHL OHR CANPL CANTR PLIES Spacug VVGT/PLY 71F0 5/12 12 000 a" I" am 1 24 hi 22 Rls w w A V 0 1 T i 62-0 t-0 0 7-" 2 0-M 5 7x51 ABGL 1-0 0 62-0 14-0 7-r0 Loacling General CSI &mmlw v ' Deflection U Qoc) Allowed Imd (p) mcode: FBC2o17/ TC: 0.72(2-3) V.CR 0.13n L/AO (4-5) L/180 TC[L: 20 7PI IaI4 13c: 0.49(54) 1 VALL oxil L/999 (4-5) L/2A0 TCM 7 RS,Mbrbm . . 7Es vab: 020(2-S) ckwcFr 2. 0.12b1R 2L/701 (1-1) 2L/I20 Ba.L 0 DOL: 125% Cam/OIm- OOSUr 2L/495 (1-I) W120 Reaction Summmy 2r _ Type BMCM*O B2KNb Maeal RgdBreVOdh M.PR M.!O ! MaxRSdibBt MerW M-Hosss 5 7n(%4 1 gh C—M—" 31W 345bs -bifl -1082s 408bs 250bs 4 HM(1'nse). I 15n - 300n 112k - - 3 HRoa(rma) I 15n - 3DOn 169bs 1. -151k -151 bs oftMaterial Smnmmy Bracp ing Stimnmly TC SP(ALS05-2D13)?ah4 TC&.ag, Shm4darA*-6-34%f deb byCks BC 8P(AL935-203)922,4 BCBredg Sh fWd P k"10-KRe dxd + byOks Rfs 5P(ALS05-2D12)Qh4 Loads samm ry 1)Th'stu$lasbaideign/forlydfaEdm10pd1mndbrdlvekbdpnsdsdbadt � 2)Th'skmbasbmide�TWfak Tmofuidbadsn=x&n*kASM-loaiikfa►wig�di'dip[IGOmphubnegE..pmeeGTalyEdosd fsNFTpHu4fig(ytgvynQ-IDDAo�aalBtlg 6rs40fix4733fth-I51(MtEd7u T.S;N:idcadud,oa¢ dDR=Ib0,OC7u Vrdh4ft 3)M'ommsaag—b.ft. avdv¢s TDCTabt16D7.1 has=b—ppSd . Member Forces Sommmy TaWrd=Maplvn;m=CI,m nhiforo;(me:mmprfo¢d'ddfaasfmm=whlfgm) I-2 0281 -349b .3 721 2QT -127bsC 4 5_1 0486 250bs -59bs)B PE66 2-5 0.196 617ho (-369bs) I_ linzc-to-truss Connections S>mmary / -- n0 QmdTnm C.rtvn¢T— Cnnvie0lfm Arret `\11111 1 I � 1 f J f/ 7r6 n ASM 11+12 270dg 1k hSS p r 7T6 '. A .. A8GL 13d)2.� • 270hg "(1 " \\ . VC TT6 n ABCs. n TT6., n AB(i- . 412..' .270deg: TT6 37 Na. IW2 270dg GENS �\ IL TT6 TT6 n A8(A. 22-5-4 - 270deg 7T6 l7 Na. 245.4SCL 270aQ ft PE jL`f(('''''��(gq[.j�� - TT6 n ASCL -I&S2&5-4 270 ft ` r 1 U j Tr6 - n A8(L 2&$-4.':. 270dt: 7T6 _ n rea. 3o-s4 ' z7oae Tiff n - _ AS(1., 32.5,4 M* s6 n aga 34sa x7oag STATE OFNotj �- � • 23 awl 4�• I)7h'sdcg'sha.dWSCB7-IOasntamadbyfea771}lriiaBONngCnde 0 \ 2)YnQtaMrixzQ4aafewcalazdMrva+eldnsdebFebadPlaha�arnpa,enofddktimdtebdmdtbd,mmpmiaai�rL+(1!a-n:INI D[iumdarixsRSRA 1. CORI �. 3)Agiafyomfltamr,Cq-IDQhashmiappidb4KpbtbLalnssd 1so11Ba55pei<dbykrn�MandaoacpaAh9llpl l-2DMS m242 �/ �[1 ��---0� G��\\\\ S)[Tmd�aM,pVt,.�shfeadmMWFRSSO*Ib�y adicsnnwlomisonn9mlhepo�iddb�krmx�m®naMspBtdigmnknmatn9vmay. &/ONAL �,\\\ • ��111 1111111�\ TZ7I7�Ampyofth'sde�ShslhefivnBntbkasimm,>ahr.Thedsgnofh'si�dsSblf�sba�onde�naenasdr¢gdvmEs;pkdbykTs Mamdauaandr&zupmkamaaW aM=npis�afknfgmsionmfoAibykBuNrg BriBnNLB] ealdy De�rA�lonhtdiaogg iidmBanspmn¢ofpofasamlegrmigr�usidys�yyforicnasomporbud�g�wsn,Saemvcpageand k"fmpuamWmreion &Gsiaaltt6"pagefarodd'rtrelidartefarNoav�rphmdulk ubmfiocdbyS.;-9vg-T'.Cmrp.yircbaomimxuvMESR2762.Al a ptaaieMpugrsmlmtcV ifdpb ' a fobadbya=1rWa ivf IBgaugephearSUlS,abihid�eli�btsm 18gnWepbe Fig4g6051 2590H A nN951 Truss Companies, Inc. Toject 7724 SOUTHERN 2590 N. Idngs Hiighway PF3ijed sip TnssDlsigoa: 1a52$ d6c Fat Pierce, F134951 Date: 2212018 4:58:47 PM CaR Ted sch,60n7M Tni% COMPANIES. (800) 232-0509. (772) 464-4160 (772) 318-0016 Fax Palp= 10£1 Vkrsm:201(sll3 [BIn7d ]0j' MatcxWDratalaw em= M5 Span Pitch Qty OHL OHR- CANPL CANER PLIES Spacing WGD/PLY 660 5112 3 00-0 000 080 000 1 24 in 22Iks . s-s-o r 6-Cr0 2x ABGL 0-0-0 0-" 6-M fo-6-0 i Loading General CSI &MMary Deflection LI (loc) Allowed Imd (psf) wgcwm FBC20171 7c: 0.77(1-2) Vack- 023n LR96 (}I) L/180 TCLL: 20 TH 1.2014 BC: 036(3-I) Vr1LL•. 0086 LI830 (3-1) L/740 TCM: 7 RgMbrIw— -93 Rtb: 000(1) H-M 0066 2 BCtL: 0 UM: Iu% CmPRWIR1=20 B( L: 10 Fmwlrassrr'mxvAaax ns4.alsai MYI IA '0 1-11 116 3 HRd 1 18k, C—mam" moo 7Aib - lilts $Ibs IDDh2 HM(r11ss) I 15i1 - 300b 1781s - -149hs -149hs Material Sunmrary Bracing Slmminy TC SP(MMSC is D 3)02M TC&ang 9.,M.Pau6341,R.%dmWby0h- BC R(A1-SOG20 3)MI14 - BCBmag 9.dWm Paisat104ARe dmpby0has %3D 9'(A 33S.2013)022s4 Loads Smeary 1)7h-snsshubmld*mdfmlm ToAmoIOpsfbonndodlaeb W*dmdlads 2>7Tisaloshasbmld�g�elfortodlmsafwidkad;n ASrf7-louf�kroknvguaddnelip[ 16omphld niWEypoaaef'F*FjxbgAGbbFFp Bd BCBBayO(I-Mov-nft )5m140fb,4733Rh=)SfLNYY,d7a Tn,nN&..Wo*orsdeeiDOL,IM,CC mewdh4fl 3)M-. —ga..b ftnemadas¢AMCTabh1607.1 b..Mbmiapphl Member Forces Sunmiary Tabbi da QMmbalQmaxQ mas�:elfpq(rtv mmpcfs ¢fddfaa[fmnmaxaxblfaa) TC 1.2 0.771 -3901s BC }I 0556 3131. Rlis Tivss-to-tnm Connections Smeary tD C-WTn C.MftTms CYnv3mOffa Alme TTS 37A AKL 7b12 270dg TTS .. nA ASQ ..: 96-12 .2704 . Notes I)• hi;dmyn6bavdmA9CE7-10urermnmdbyk2177Fluida&ditGode 2)3b1CRudH=C3t—t-.Ww dF.i�.mldtlx6sAcbFeksdpistenepmnyorisua(hlisosdueodmdlad,mmpaduFkfl iLi(lic-I)zLll LL'na�rdal¢nYiATHI7P11. 3)AgmiyMr"& r,Cq-IDQhashmnppialufrpiatbealrmserpd�valxu�paifitilykTrusMamdaompcAFH/IA I-=Sm nUl. 4)TnwA ammm . bforgmpliWiwprmimo*Aharffaroklaudralcuambn9¢lb*mMdblmoinandtW h hfxP—bn& lay. 5)I:9dwidlgtW�mmuab gd.MWFRSOlykedg oh OLs V \\\ -fl X STATE OF %moo `. - 23 2r�lf �46 Jf%jsS101VA l x\\\\ ISgalgephe Soufli rm. T Am Companies, Inc. Tmss: Ll - •' • 2590N Hi mva SOUTHERN• Sh Y Prcjectllame: 145243 TrssDe*er. dhc FcatPicrcq Fl34951 Date: Z21018 45848PM i ss COiIA fSN1ES: (800) 232-056 (772) 464 4160 (772) 318-0016 Fax Page: 10f1 «69m 2016.113 [Bu0d 10] Material Database wrsi= 1565 Span Pitch Qry OBL OHR CANM CANER PM Spacing WGT/PLY 12-M 5 /12 2 01" ON 1-" 1.00 1 24 in44l s i 12-0-0 6-M 6-M + 6-0-0 12-0.0 4x5- 2 5� i �5 o N i v 2x101 dl 2x10 3x4 - 1 3x4 - 1 3 T4 tx4 1 0-M 1-0-0 5-0-05-0-0 6M 11-0-0 12-0-0 Laading General CR SummaryDeflection L! (lac) Allowed (pst) Bb18Cude: FW20171 TC: OM(2.3) Vhtf76 ' O h L/999 (4-1) L/180 TCLL: 20 TRI-2014 BC: O.N(4-1) VnIL• Mil LIM (4-1) Lr2Q MI.: 7 RWMbrlo V. Wb: AII(24) RaCR OOIn 3 ECIL: 0 nOL: 125% peaFamyKu-20 BCOL: 10 l (La1(YMek (13-142-3A) (2AO3-13A) (33.142-3A) (4003-890.) Reaction SIID1mary 2r TM, Bmmsbg BmWih Maul RgdBieRtlh M.PR Mu(3w%M M.UWLbM M.tM M-H iU 1 %(R' q' 1 8n Gm Mam, 3OOn 469fs - -199hs -199hs q 3 RPoI(% 1 Sn G o Mamy 3DDn 469bs - -1996s-1991gs -31bs Ohs Material Spry Bracing Swwx" TC SP(ALSOS•2013)QN4 TCBntag 9-Mlc Rdc°63A%fndsbbymes . BC 8P(ALS06-2013)122.4 BCBonr 9-f df Faisat76QRaindabty0bes V)b. SP(AL901,202)102a4 Loads Summary' gThsauahaabmid>�fgrfdra�da:o lopsfbatrndmihebadpisdwdbadc 87uaa,�l�band�rQl�edr�gcw;,a�d;oaonaaa�ar+�7• lownkroba:sv��n� 1�o�nwn�t>aPm.a�RurE�0.mb�lrw�+a�rn(r-1m),ovalBnB CFns408x47331(h-IS$bhlEd7meTns•.Ti>Qradwd�m�sded.DOI.=IfA,27meWdh 4fl 3)Mnnaan�n�ra�&gnamda�wi�niCTabkl/A7.1 hazrotbmiappiai Member Forces Summary TAbi r==M�rgma:(s, axWrg��¢r (a,ctZCfrun ffm �a�m�, r 7C 1-2 OSn .812bs 2.3 OSTI -Sins BC 3a 0434 711 is •589b0 4-1 0.431 711 bs -5906s VAbs 124 A106 2626s (-39bs) Plates: 1)7h'ade-dH=CR-d 7_IU-,-d mibyte7A7F.daBui7gmde 2) VnOta�dfioaCRasdesaralasdhnvaolddkin¢dcbiekndPla(meDomptr�mlofdebimdtebd®dA29RA I. 3)A92T" °hepl eh°s'nsm¢ds@nanassspa fedb/hda ,h�ManaacpcAT.R11A 1.21D225erim242 4lr�alw;dupBumm oybaaag cb&.d.MWFRS �.�GENSF•��IL �-p STATE OF �� •23.2�18,'�� ZONAL'E ��\\ . �lllllll� NMCEA-wcfftd.s9a1be..d.Jofambnmriramc7heds8norFii3dniAdhe;"abaseian deeasd�vmntaippfel6yfeTnrsMsndazacandrdaupmlramcary and�npla�oflnntmreum�fahbyhe Lh�cA�lmhBdanil8nd®esaaq�asnoi'Pofemmlm8mi6n�uafiitY»'raftuamnPamdmp�AwnSelem�cpageandf"In�aanldgmmrimB:CmealNa- I raraddmmmlidmreionAl�aamrplu9dmlbe sran�mdbySnrysn9vr8•TeCarryas0siscnaoadanxwiiFS(-2762.Alma�rphsam�gng5u�af�aidplat�e'stobwd BrimUBkald,. �"l rrVk a=18'whidiidmaen l8 by gugpLemS218,wttifiidmsahghbsm lBpps�.pl¢ 2590NIGss GmN0R R34951 Soudmom Truss.Compades, Inc. TLuss: 112G :. SOUTkm N 2590 N. legs lbghway � 1452$ 5ohific& :TRUSS Fat Pierce, Fi 34951 Date:. 212IM18 4:%-49PM Thus CQM�i3N IES. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Paw- I of2 Versim 2016.113 [Build 10) Material Database ems= 1565 Span Pitch QtY OHL OAR CANfL CANrR PLIES Swing NVGF/PLY 1240 5 /12 1 000 0110 I-10 140 1 12 m 50l s 44)-0 4-0-0 4 3-0 4-0-0 84)-0 - 124)-0 a 14 >a 0-0-0 0-0-0 1-0-0 3-" 40.0 3-D-D 41.o-D 1-0-0 1-0 8-M 114)-0 TM Loading General M Summary Deflection L/ 0oc) - Allowed Lwd (pd) Bklgmdz FBC20i7 TC: Q40(3-) \hat: 003h Lf999 TC(L: 20 TH 1-2014 BC: 022(4-5) NbaLl amb LIM (5.6) UW TC L: 7 P pmb bt Nb Va: 006(3-5) DbrsOt 001 b 4 BC L: 0 UM: 125% 0.sramytt'a=20 BM-: IO Dtse0tl�(JaXYM¢k (131423Q) (204}80.) (3.1123800 (43-1423M (5.112.34 M) (634L8A) Reaction Summary Jr TM, BmC—bo BmIl s Mania] RadBMWM Mamma M.C—VA M.%Alw M.W Max}bric I It" I 8h Ca Mammy 30D'n 3(01s - -227bs -227bs -12bs 4 HRaa(WM I Sir CaiaeeM&T" 300b 361 bs - -228bs -228 bs Obs MaterialS�ary lira Summary TC (�4 nxindajpbyahx BC SP(AL97'2013)R22t4- BCBaaaAx u{g-9-f-di"66AlSaW.pby0has VRbs Sp(AL90i2012)iB2x4 Loads Shy I) Th'saushaslmi daiLaxd ia1rMasdx2l I Opsf Imn dsadbebadpbsQad bad; 2)Th'sfbh473mida®�fahedZc-T.zdbadsn 9�7-lO0,OCZ buigmnddadip[160mphutime;F. wcC,FuHFiid CabHi(lBu�i�B�egrYnQ�IDO),O.eapBklg DGrs40 fa4733 Rh-1s$NoIFid2aerrss,VTiidaradodsareidedlJn:� Ib0,OC2urcWdha0 3)M•niarnm-a-&b+Q,gisa.md.- .)IBCTabbl607.1tasaxbmsappi d Load Case IxI: StdLim Lmd Point Loads Marsha Lomfon Dimbn LOW Trbwdh Tcpoid 4" Daso 20bs Baoid 4 -0 $ 15 bs TepCld 4812 n— 42bs 24ir H%0d 44.12 L1a 2bs 20, TopOd 64I2 tban 42bs 24b BatCd 6412 Up 2bs 24b 'RpCM 7-I L4 D— 42ffi 24n I Bal0d 7.1.4 Up 21bs 24h Topod 844 D— 20bs Baoid 844 tip 15h LaedCase DI: StdDeadLoad Point Loads Manba Lomas Dimas Load TrbVIBh TaPod 444 Lp Obs BotCd 4-" ram 4bs Topod 44-12 Lbsm I4M 24b Band 4b12 Dwn 2Dbs 24b Ttpod 64-12 than 14bs 24h Band &0-12 Lbw, albs 24b 7bpod 7-II-0 ibwr 14bs 24h Band 7-II-4 D— 20bs 24n Topoid 84.0 tp 0U Band &" Dam 46s Member ForcesSmmlary Tabbida MantwRmax(SL, axblra4(mawwrrgrra¢Ydffmfansrexaaelfaed TC 1.1.2 0396 8941. (-756b)12-3 0397 857b- (-7011s)13-4 Q400 S%bs (758bs)l 2x101 oN1 V1 E3L_ll��i�r - 1 -O x STATE OF 18ppagepbSa'9C 18' W6 iemMbkb i.18wjphe r` Swffiem TrusuCampanies,-hic- Thiss: IL2G < SOUTHEAN 2590 N. in� ProectName: De�dhc last$ C��—TRUSS FatFi34 Date: 2121X18 43&49PM uss COMPANIES (800) 232-0509- (772) 464-4160 (772) 318-0016 Fax Pam: 2ae2 Versi=2016113 [Bold 101 MaterWDatabmtcrsim 1565 Span, Pitch Qty OHL OHR GANrL CAWFR pllF spacrtl8 WGT/PLY 12-00 5n2 1 000 000 140 1-G0 1 12in 50836 BC 45 0223 -7891. 56 '0216 -734h; 6•I QT2 -789bs Ntlu 2fi ow 153bs 36 OIDS -65bs 3.5 0.063 154 hs Thm-to-trm Connections Smeary ID Ch.WT— C..YiRTuss Cr wofs1 An¢b T71 04 I2G _ 4-" 315 ft T12 34 L20 - 44-12 270 ft 772 34 L2G 6-0.12 270dkg TT2 34 L20. . 7.11.4 270 ft TTI C14 Notes: _.._.11T:•".1::.�:Mmi.,.'eC(`C')_If1,�.f...�:�i' 1..'W�M'IA:iila'.N:..:f.H: t.2G _._ �_..______._.___, go-0 2256t _.._____-._—._...._. _.._... _. �.._._._. __.__ __.._. .___._.._.._-...._._.___ _.... .. _._.......... _ 11 5)Lades:dupLQ,mcm b d.MWFRS0*Wft L -fl \ STATE OF �� . �•73.2r1��tr� 4ORIDP tVAL /IIIiI ,�M nQ�an��> ��amnptiu�orK��na aranq>raai;g I BmnMBImW / i # Southern Truss Compmiujm Tom= MV2 SOUTHERN2590 N. king; Highway PhectName: dhr Fort Pierce, F134951 Darer 2212018 4M-MPM Trass C.OMPiNYIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Parm ION psi= 2016.113 [BuDd 10] MatmialDlatabaseve:sa¢ 1564 Span Pitch Qty OHL 013t CANPL CANrR PLEES Spacing W ITTLY 240 5112 2 am 0"; aw ON 1 24io 5l s 24)-0 2-" 2-0-0 12 5F I 9 0 d 1 21 0 0-0 0-" 2-0-0 r 2-M Loading General (SI Summary Deflection L/ (loc) Allowed road (psi) Bugo""• FBC2017/ TC: 022(1-2) Vd&-- On L/999 LAW TQL: 20 TPf 1-2014 BC: O.I4(3.1) Vrdl- Ob L/999 L240 TCCL: - 7 P Pmb rm— Y. va: 000(1) ffmrza : On BC(L: 0- nQL: 125% O�Famr,X -20 BL1I.: 10 Reaction Summary 7f Type BmCm16o &RyMh Mabel IA.Pm Aa= Mr'Q .Tjm Max%ddupm Maxw MaxFbra 3 Cmi 1 24h Cn M—y 171 bs 91PIf 1 -15bs al. -68bs 131h Material suimffiry Bracing Shy TC SP(ALMS-2012MN4 7r-B g 9ialWorAvicet6-30,AafndctbYOh- BC SP(AMS-2012)032x4 -BC-ft 9.i-M--3-4—dej;lby0ns va6 Loads Summary I)Thsnsshnbmi I t 'fr11eelta2Ax IOpsfbol=dvdLtbadosd®dba& 2)Th'snssTasbmlde�ielftrfndfaad'widindsn r¢ahi9�7-IO lefobxirgl�ddxnliQ[ I/AmphuftA SRC,TWi'F dCab�FF1 �B��Yr1(1=i00AQealBljg IIms40f.4733fth-15$FiidZo Tma,Nd..dadrox6dp.LML-1fq,CCZueWdh4ft Member Forces Spry Ta6hs dis�MenbQ(4mexC9 oaxaxelfan (rmxmn�cfao Eddfavafvnnexaxeltvo) TC 11-2 0216 -112bs 1 1 BC 3.1 0.137 121 bs (-55ba) Vft Not= 1)7h'sdmjg,cbamd-ASCE740a r—dbyt.V7Ftrda 8udf,&0Dk 2)16tQ(eldrior�Qtemine&s1a1dFo1va�IdditimsA�ebfoehadplslra¢pomPulanofddl�mduendmdhed, aslYlIL+(rCr-1)xtd rlilaonnd—x� A?WM 1. 3)CsblSeryiawiwsl dudb-ig 144.1yoxvolfamyCq-IDghasbmleppi�dntrnphebtrnln�arin.Jdegnaahaa5�mtalbyheTn>$ManuTmxvpaATHAA I-2fplSenn242 ! % S)l:bdwidupVLm® basdmMWFPS0*badrg . E3� LPN!___ 8 f� PE 76Q� - 9 _ -p STATE OF13 N /Z &ZONAL &b Erj&CAOSI Southern Truss Companies, ins Muses MV4 SGUTHEM 2590 N. kin SHi waY P2ojxtNam TnwD:*er. 145243 dhc TM TRUSS Fort Pierce, F134951 Ike: 2212018 4:5L%PM Thm CQMP)AN1E9 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page- 10fl Vbrg=2016.H3[Bu9dl0) Material Dataiae vemccr 1564 Span Pitch Qry OHL OHR CANrL CANER PU5 Spacing WGIiPLY 4-00 5 n2 2 Ooo 0-0o Goo GGo 1 24 in 12 ft 4-0.0 4.0.0 4-0-0 -� 1.sxd 1 123 0-0-0 0-M Loading General (SI su mrary Deflection L/ poc) Allowed Lmd (pd) BY(gCadc FBC2017/ TC: Q35(1-2). V.M Oh L/999 1.1190 7133.: 20 TNI-2014 BC: 0.15(31) VnLL- Ob L/999 L240 TQL: 7 R pMbrlm l 'Al vAb: 0.41(2-3) H=CR. On 3 BQL: 0 L1UL: 125% 0�pF .V-2a BCC : 10 Fhe0lismQndCYAr�k (I:I�153g22) RI-124890) (3:1-123.890.F Reaction StmMlary 1f TM, BntCanbo &RR55h Mabel MmBmd AeBmd Mexa-upR M.Vkdtw MmUoEI hl tbrk 1 Chip I 48n Cm Mmwy 2051s 79p7 _ -72h -72b. 236Fs MatClialSuamrdry4 T Summary TC (x�6aaBr5��ya� BC 6P(9-90&M 2)102c4 BCBft 3ra W.Pecat&3-q%.fndmbby0hn YYF SP(AL90t3D12)t02x4 Loads Summary gThsn�losbm�de�btrd•trdr�aeb lopa'bmna�adSKmdp5�e5,aas ' T) Qfb.hashm�d�ftBQdZd T,.gidlndtnabm&d.d�l9 1.60,OilihfWdh4imddrodipt 16ort�hutima4ExpmreC,Futi'6dm5.Cebb4FP.• 19��YBQ-11pb0ucalBlde I5�40f6�4733flh�15$Fid7aeTnm�,T}➢cedud,mnade�Dgrlb0,OC7.meWdh4R Member Forces Summary Tnbti dmsMmhdB�m�(S muaselfom (mazar pr fo ¢7dvfaat6vn ma emlfo TC 1_2 0.i50 -1121s BC 3-1 0.146 121 hs •6iEs1 VIs; 2.3 0.410 239Fc Rob0 Notec 07hMmip shaadmA9CE7-l0wmfevmlbytrW7FWd.Budf%Co& 2)M-Mm'dHdzQU-M-Ml- dh-kM& ddkir¢BebA?&Nff 1. 3) Cebleen:ia mduadbmm dodb.Ag 4)AQairyaHd6mr,Cq�iDD,hssbauppTedOtnphtbesl valrsasspa3'dbyfieTnffiMan�mapcATSIIFI 1-711 &2 on2A2 5)LbduW baslmM%M0dybadxlg. �`, � 1/ 1 //` STATE OF \ //lli11111 Snnft#76051 Southern Truss Companies, Inc I MUSS.M`V6 ' tOUTAERN. 2590 N.kin,s I�ighway � � $ Compmed TRUSS FCat Pierce, F134951 Date: 22MS 4�51 PM Tnss,td . CQMPAMES ' (800) 232-0509. (772) 464-4160 (772) 318-0016 Fax 1� 1 Vasi= 20M3 [BuW 10] MeaW Database vas IW Span Pitch Qty OHL OHR CANfL CANER PM SpacmO WCiDPLY 600 5/12 2 000 00-0 am 00-0 1 24 in 19l s 6-0-0 6-0-0 i 6-0-0 5.5145� 2) 0.0-A w ading General G4 Summary Deflection I✓ (loc) Allowed (A Bftcaac FBC2017/ TC: 05S(1.2) MrIM On LIM L/180 TCL: 20 TR1-2014 BC: 039(3-1) Val- OhtP L1999 LAM TM: 7 pjpwlo Vs Wb: O69(2a) FbaCR: Ob 3 BCLL: 0 nm: 125% OapThaD,;Y -20 ' B� : 10 14e0H=(k0CyA0 (I:Id153$'t2) (2:1-1244M) (3:1-12,'-M Reaction Spry Jr Tvoe BMCmnbo Bmwah Mamw RadBTWdh M.V® M.G- bm MuPMtb>dl 3 HM("q 1 72b C=MMavmy U*o 178bs - -771s I Pn(W I 72h Cx Mnanry U*i 266hs - 61 hs Material S1MMry Bracing Suinroary TC SP(AtS05-2012)ON4 TC&adlg Shm#Ww%mat6� 3QBd%Fvby0hn BC SP(ALSM2012)A32,4 C-B Bradg- R�dWoRe aW.Rftende�TbyQ— MEW SP(ALSOi20i2)#31,4 Loads Slnnmary I)7Mnwhmb-d.jgr b,t.dRmdm 10p9b3u dxrdW*adptcd®db-& �msn�l,�bm,a�lrQ4edr�oradl��-1onr�lcrotm:gu$adnd:Qe 16om�+oe�E:po�raye,�tcabtttatw�s�«vR(r=Ino),o�-atBga Iins40f.4733fth-I5fkN3 sdZoeT,.ANiicada.bm,sdodDOL-1,60,OC7mewdh40 Member Forces Summitry rmVddfeedanmmexelfoa) TC 1.2 0346 -92hs BC 3-1 • 0390 -71 hs Whs 2.3 a691 229hs (-127h) 1)Timde�'s6a�onA�E 7-IOasid'ammlbyhe277FhrdaBoNngCade 2) VrtOteMF7oaQtemtnwdaladhvemaldikdusdmiK6edplalmnpmnPsnexdddlamdmdmdFnd,¢xnpmtasndl IS.�(Nc- I)x[1!1 iIii�da�¢s�ATHIfR 1 3)AgmfrymrWLaO,Cq-IJ70,hasbmi.{gTdotxybebml vabaas�mTelbyhTnffiMan�ompcAFSrt771-20MS®m242. 4)UzdwndupSW2aoishaado.MWFRSO*Ibm g 61 bs 194hs -p X STATE OF �O-, �' 23 2ey18', �v .c� C ORID_ I/`sS�ONAL E't �N\ �/11111111 Southern Truss Companies, Inc. •• 2590N kin lli wa - SOUTHERN &S � Y Canpoocmt Souficnsw TROM Fat Pierce; F1 34951 T„ss COMPANIES -(800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Vxsi=201Cz113 [Bind 10] WerialDatabaseversi= 15t5L5 SP- Pitch . Qty .(M Oi1R CANEL CANrR 400 5/12 1 000 000 000 000 4x4 - 2 a This V4 PrgeaNamc: 145243 TrussDesig= dhc Date: 221 018 4:5&-52PM Page: ION PL1FS Speing warmy 1 24in 10Pos 11 G-" 0-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed Land (0) Buscadc FBC2DI7/ TC: 02D(I-2) VnM- MAP L/999 LASS TC[L: 20 TA 1.2014 BC: 0.14(3-1) 1btu- Oh L/999 L/7A0 TOG: 7 RjpMbrlax )ESWb: ODD(1) H-M oh 3 BC[L: 0 n0L.: 125% Qepri ,V -2D BC4 : 10 FheOfrses(L.7,'1'Mek (1:141534122) (200-43A) (3:141534122) Reaction Spry c 2f Im. Bi.CN.hu BmWlh Mabel MaxRmd MR= M-(bvLbBi M W AI]PEO Mazlbai M.Tbrk I C.&n 1 48h Fm M—y 156bs 78plf - -66hs -66bs 12 hs Tc Matenal(�S�ty4 Bra ShmfblWwP-iisat104APk.%dappby0lbe 13C SP(ALSCS-2012)OZA BC&surg 9ia Wl h.1-t6-3APrfhdpbymvs whx Loads Summary 1)7Ur=h.b-dgadrorfaMsdbb 10Wb6 dxrdf t dpbsd®dbads 2)Tlishwtazb-dmH.dfblt-TaZoraodb�&,b..mda-V6ittk9[E7. 10vAWol .i drmliQa lwmdiu4�akF.Betz e�AJi' 4Csbb7;P. ffi��Yft(f-1D0),O.va8B1� Dh 4Qf.4733Rh-]5ftFdZ-Tn.,,N cedw.b Aee 1D0Lr1t0,0C2mewdh4fi Meer Forces Summary Tabbiem sMmi6cn�maxcS,naxaxelraR,(nmxa7apr.ror2Edfr m[6m,,,¢xaxalru� TC 11.2 a199 -112Es 12.3 a199 -112N 1 1 BC }1 a137 135 bs (-Mbsl V Notes I)Th'sd� cbaSdmASCE7-I Oes�deemf bytel1l71�h�ida HsNrgCode 2)1htQte.dHdz(Ra�descewmldd6ivsdtebive6adp1a7rne�mi�me¢ofddlID�ndaebd®dkbQmmp�.alasi]tl IL+(Ka-1)zD.li Lliie®daro svfi1l13IfA 1. 3)Cabtmpue.ztibnb1 dxzdlmdb- � 4)AgiaiymmdOimyCq=IDQlasbmirppielbbephtbealamai¢d�sabaassp�idl5beTnmManffan>cpeA2H1fA 1-20p2° ' n242 5)t�adaida�lRimmush�mMWFR.SOd�Imdr� \ _ / EN O STATE OF x -ORIDp%G�� X�I �/��111(I 11111 • Southern Truss Companies, Inc. Tiros: V8 ,< . • 96UTHERN, 2590 N. kingi Hghway �S, =- TRUSS. Fort Pierce, F134951 Date: 2l21MS 458-52PM Tess WMAN IES . (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page. Ion l 2016113 [Build 10] iaterWDatalaseversion: 1565 SPae Pitch QtY OHL OHR CANEL CANrR PL)ES Sgacilp. V G Ally i o0 5 n2 1 00.0 000 000 0 &0 1 24 in 23 ns 13.0-0 4-0.0 4-M 4-0-0 8-" 4x4 - 10 0-0-0 lAadi General Cng g sumaxlry Deflection L/ (Ioe) Allowed lmd (0) BU&CMUM/ndc UM/ TC: 047(1-2) Vack On L/999 L/180 TCfL: 20 TP11.2014 Bc: 014(34) M.I.L.'Ors L/999 La40 TCCL: 7 ltvMbrl—. Vs Q@: O09(2-q H=M On 3 BC[L: 0 BC¢: 10 DQL: 125% QWThd rV -20 fhe0asssf)m7CYfi¢2 240,3-130.) (3.14),I* 22) Peactlon wry Jf Tvoe ftCnssho BeVMh MMW M.R— AeX= M"aavi6®t M.%d)b91 M.tw Maxlixic I Cmanms(��(��+,,,',+,�+,,�,,++,,,++,I,�,�,,��,,JJ,�� 96b CmmxMM" 709hs. 78pF �] ice. y _99 bs -99hs -24bs TTtSlAL9Y.2012)VJ2s4 Bracing g � BC 8P(M-IM2012)43N4 BCBamg 8hmMlarAoiau63-0,1lrisdmgnbyOhm: Whs 8P(NS05-2012)632s4 ' Loads Summary 1)7bis h.b.de®elfa•fedi'aadeblOpdbobsndxxdi ebd*d®db.& Di-4xsffihsshmsd•5dfaledfa�-C,N&—iumdari:-L �7• ,CCZ Wd:gsbrddsadipt 160mphsd'negE�m.M.,TWyBs Cshb{ip,BuyG��egosyif(1-100�O.aalBig LLrs40fls4733f4h=1514Ed7meTneyNiQredw6msdeai,D(Ir�Ib0,CC7aeWdh4ft Member Forces Stimmary @hbs dmtsMmbclgm� C9 mazaxelfaq(n am pcfu¢dddfamt6ommaxexhikmj vax Notes 3)G'sb�uismir-ncbomrndbNbmsig_•.•••••-••,,••-,••••-,•�•��•••y-��sacos:samq�ssp®usm u.+(sv-I)xmi sa�sa®sdarixuisN.91f}T I. 5)LisdJ 4)Acpmfiymmdfam,Cq-104inshmupphlbtephihbals�nedaigsvalsamspmTdbyfe7}ussMamsfimcprN•9/1A 1-2002Smen2A2 �� , l I' f / /' ssids>pHtsmrrioichaadmMWFl1SC:dykedny Ni, at �Ic�,��/�f gz f PE� 76 •�•r- �• L 0 -fl ; STATE OF %0'r `.�4 OR10 P' X� 1j/1SS10[VAL //llilllll J71iCEAmpydEs'sdsgsshalhefim�sadbleaedonmrtamcTledmipnofh'aiK%aWma'sha2dmdms naixhmdrgwanM 4PWb1'IeT=Mamdack rmdrds Ih�sawsimn'auras.4rgida�ampanxaf'v�� B r�H��artmmemmgssxn,msaleaNa �°1 °�'aura.sy�sesotneidmmfmaaranbyleBsi!{g BfiMUBlc,,us,. pagadte'7mpmbnt)dmsaim&GmealP6p"pagetaaddraalidmroinN be r nandaaxetb/Srgrm3mr�T nyhseiseamiassmsstsER-2762.NmmabrpbaasUO�sgunYale1 6 Ipb obssdbya"IB"wfids isdnasn l8giti>�phgvStllB;uhdsiidmaaii�sesm i8 phe 2590Ti1Slr=in&#Wf 34951