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HomeMy WebLinkAboutTRUSS PAPERWORK - 8-23-18SOUTHERN TRUSS COMPANIES, INC. S O U T H E F2'N RANDY@SOUTHERNTRUSS.COM T FR U S S 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 CO M PORN i'ES (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: Project Name and Address: 8206 Penny Lane. Lakewood Park Occupancy: X Single -Family Lot: Block: County: Saint Lucie Multi -Family Truss Company: Southern Truss Companies, Inc. Commercial Truss Engineering Program: Simpson Component Solutions Plates By: Simpson Strong -Tie SCANNED Contractor / Builder: Classic Homes PY Model: Crystal Elevation: Options: Per Plan ` �il�;#�' _:ow STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with Flooda Building Code FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces as required by the follo ng provision: ROOF FLOOR 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:J_Q__P.S.F. Top chord dead load: --- P.S.F. Engineer. Brian M. Bleakly Bottom chord live load: * P.S.F. Bottom chord live load: --- P.S.F. Address: 2590 N. Kings Highway Bottom chord dead load:_10 P.S.F. Bottom chord dead load: --- P.S.F. Fort Pierce, FL. 34951 Duration factor: 1.25 Duration factor. --- Mean height: 14' Exposure:_C * 10.0 P.S.F. bottom chord live load nonconcurrent with any other live loads. This is an index sheet submitted in accordance with the Department of Professional Engineering. Tallahassee, FL. Engineering sheets are photocopies of the original design and approved by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 Al l 21 03 41 61 81 96 2 AIA 22 05 42 62 82 97 3 A21 23 07 43 63 83 98 4 A2A 24 D1 44 64 84 99 5 A31 25 D2 45 65 85 100 6 A3A 26 D3G 46 66 86 101 7 A4 1 27 11 47 67 87 102 8 A4A 28 11A 48 68 88 103 9 A5 1 29 13 49 69 89 104 10 A5A 30 J3A 50 70 90 105 11 A6 I 31 15 51 71 91 106 12 A6A 32 J5A 52 72 92 107 13 A7AG 33 17 53 73 93 108 14 A76 34 V12 54 74 94 109 15 B t 35 V4 55 75 95 1,10 16 B2 36 V5 56 76 17 B3 37 V8 57 77 18 B4d 38 V9 58 78 `����11t't 19 Cl 39 59 79 N�� 20 C2G� 40 1 60 1 1 80 1,��;?,� • L�GENS�`�� As witness by my seal, I hearby certify that the above information is true and correct to the best of my knowledge and belief. ;ri Name: Brian M. Bleakly Lic. #76051 l A. I _ -F-ILE C00v g� OF _ Ilk ORIG r TYPICAL.. DETAIL_ C COR.NER. HIP NOTE: DS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. UP TO 265 2-16d NAILS REQ'D. 132.5; per Nail (D.O.L.Factor=1.00) nds toe nails only have 0.83 of © UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. 1.5 & 12 �G) -10 OVER W CA 1-0 J1 A �O 11 II II �� "2-16d use A `�, 7-0-0 toe nail ® TC BC. HIP GIRDER f ` H7 (HIP GIRDER) A QA OA W1 J3 12 OVER OVER Typical jack 45' — - --- -T-- . - use 3-16d `�` ® attachment toe nail ® TC�, TYPICAL CORNER. LAYOUT & 2-16d @"BC,� ' I 9-9-5 CORNER JACK GIRDER i Typical Hip-jacl, attachment CHORDT HANGERS FASTEN ER GIRDER JACK 1 TC - - - - - -- 2-16dnails ----.- J1-J3TO HIP JACK GIRDER BC ----_-- 2-16d nails -- --- TC - - - - - -- 2-16dnails -- J5 TO HIP JACK GIRDER--- BC - - - - - -- 2-16dnails -- --- TC - - - - - -- 3-16dnails ----- J7TO HIP GIRDER BC ------- 2-16d nails ----- I HIP GIRDER (CJ7) TO HIP GIRDER TC - 3-16d nails _ _ _ _ _ = JACK BC 2-16d nails MINIMUM GRADE OF LUMBER LOADING (PSF) STIR. INCR.: DO% T.C.2x4 SIP 2 L D FBC2017 B.C. 2x4 SYP 2 TOP 20 BOTTOM 00 WEBS 2x4 SYP No.3 10 SPACING 24. O.C. SOUTHERN, TRUSS Fort Pierce Division, 2590 N. Kings Highway, COMPANIES Fort Pierce, , FL 34951 (800)232-0509 (772)464-4160 1 h*n-//�—thhemfmseom Fox:(772)318-0016 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 ! J � TYPICAL DETAIL @ CORNER. HIP NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. Q UP TO 265# = 2-16d NAILS REQ'D. 132.5# per Nail (D.O.L.Factor=1.25) rids to nails only have 0.83 of © UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. !n LO LO in 12 Jl OVER& TT A OVER 'O -1O -1O -1® Y use 2-16d toe nail TC & BC. Typical jack 45' attachment O 0 Im A Cv3, I to lJ O H5 (HIP GIRDER)X` O O Q i -------'N— --'c use 3-16d toe nail TYPICAL CORNER LAYOUT & 2-16d I ,C ,1S Typical Hip —jack" attachment CHORD HANGERS FASTENER GIRDER JACK J1—J310 HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC ——————— 2-16d nails ————— J5 TO HIP JACK GIRDER TC — — — — — —— 2-16dnails — — — —— BC ——————— 2-16d nails ————— TC — — — — — —— 3-16dnails ————- 8C — — — — — —— 2-16dnails — — — —— HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16d nails ———— MINIMUM GRADE OF LUMBER LOADING (PSF) STIR. INCR.: 25% T.C. 2x4 SYP 2 L D FBC2017 B.C. 2x4 SYP 2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24" O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, Fort Pierce, FL 34951 CO M PAN I E S (800)232-0509 (772)464-4160 http://www.southemtruss.com Fax: (772)318-0016 Brian M. Bleakly Struct Eng #75051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 ■ G1�1F1ME0 This product is preferable to similar connectors because of a) easier fnsfallarron, h) higher loads, c) lower installed cosh +" or a combination of these features. 6' T • All hangers in this series have double shear nailing - an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUSI offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. MATERIAL See tables below and on page 133. FINISH: Galvanized.- Some products available in stainless steel or ZMAV coating; see Corrosion Information, page 18-19. INSLLATiON - Use all specified fasteners See General Notes. • Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. q Not designed for welded or nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified. HUS hangers available with the header flanges turned in for 2-2x (31%1 and 4x only, with no load reduction. See HUSC Concealed Flange illustration. Concealed flanges are not available for HGUS and HHUS. See Hanger'Options, pages 200-202, for sloped and/or skewed HHUS models. 1 Other sizes available; consult your Simpson Strong -Tie representative. CODES: See page 20 for Code Reference Key Chart These products are available with addmona/ corrosion protection. Additional products on this page may also be available with this option, �eck with Simpson Strong -Tie fordetalls: 7hese products are approved for brsWk9un with the Strong -Drive SD Shucturai- CbnnwMrsuew. See page 30 for Me correct substitution and SD screw sae. MNo. Min. Heel Height Ga Dimensions Fasteners W H 8 Carrying Member Carved Member SINGLE2x SIZES WS24 2% 18 1V% 4% 1g4 4-1Dd 2-10d LU526 41% 13Sc 4% 135 4 10d 4-10d MUS26 4"As 18 I%s 53f6 2 6-10d 6-10d jiUS26 431c 16 1% 5% 3 14-16d 616d HGUS26 4% 12 .1% 5% 5 20-16d 8-16d WS28 4% 18 1Ae N 13i 6-1Od 4-10d MUS28 Vs 18 1% 6"As 2 B-10d 8-10d HUS28 6A 16 1% 7 3 22-16d 816d HGUS28 IS% 1 12 1% TA 1 5 36-16d 12-16d LUS210 41A 18 laic N.1 1% I B-10d 4-10d HUS210 834 16 1% 9 3 3016d 1D-16d r 1.See table on page 133 for (� allowable loads. N a 0 T 3)r4s 115diorq)(s D H en F` UTI*'LUS28 G(HHUS210-2 (Truss Designer to provide fastener quantity for connecting multiple members together) 6MUS28 SIMPSON StrongTie a s _ r 6 HUS210 (HUS26, HUS28, and HHUS similar) �►j Huou Concealed Flanges (not available for HHUS, HGUS and HUS2x) fit Reduced Heel Height ® Double Double Shear -- Dome Double Shear Shear Nailing - Nailing Side View Nailing Side View (available on Do not some models) Top View bend tab 4 U.S. Patent 5,603,589. _ _=tiDF•ARowaLlelna_0: Ti SPAllowableLoads SPFIHFAllowableLoads Model No. -s _= r-= -Upf _ Floor_I175— ma 1-1-@ 5 a6D) g 70U a25j j160)= - - uirif 1 (160) Floor (100) Snow (115) Roof (125) Vied (160) UpCdt1 (160) Floor (100) Snow (115) Root (125) wind (160) Code Ref. SINGLEWIZES LUS24 490 670 765 825 1045 49p 725 830 895 1135 420 575 655 705 895 (.US26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 74D 845 915 1160 MUS26 1090 1295 148D 1605 1825 1090 1410 1610 1745 1825 940 1110 .1265 1370 1570 17,F6,L17 (IU526 _755Uf `272a., ;3D95 . 333_5L 3935 1550 2959 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26 E�765 '=4360= rBflS.i730_ t a390= 1765 4725 529D 5390 539p 1520 3750 4200 4500 4635 17, L17 LUS2B• 3]55 DOx nh -� 36f) �V 12 1165 1200 1365 1480 1835 10D5 940 1075 1165 1475 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1630 2275 17,F6,L17 �US28 2000 3965 4120 4220 4335 2000 3790 3960 4070 1 4335 1720 2905 3035 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 ❑,L17 LUS210 7�65=: ]�34U=: 375 SSU 3090< 1165 1445 1660 1795 2270 1005 : 1145 1305 1415 1745 71US210 3D©0= °_-4253 - PA995r = 4575 ' 2U'� 3000 4105 4310 - 445D 4930 2580 3150 F3315 3425 3815 17, F6, L17 132 Note: For dimensions and fastener information, see table above. See table footnotes on page 133. i _- 1' t NGER 1 - These products are Milable with additional corrosion protecSon. Additional products on P' 7hase products ar approved forinsWktion with the Strong -Drive SD Structural - this page may also be available wiBr this option, check with Simpson Strong -Tie for deWla Connectorscrew. See pane 30 forthe rorrect substitution and SD scmwsae. Min Fasteners _DF%SP. AOviirable Loads '=_ _ SPF/HFAllowable Loads Model No. Heel Height Ga Code MWH, Canyrng Carried ljpliti', _Fluor:: . Snow:: r .... _.Root: r i Wind -- Uplift' Fleot Snow Root Wind Member Member :_(I60)-;; j1DO). (i1.5):: `_(1z5): :'(760)_ (160) (1D0) (115) (125) (160) Ref. DDUBLE2x SIZES WS24-2 2'/a 18 3� 3'/e 2 416d 2-16d 440 BDO 910 985 1250 380 680 780 845 1070 LUS25-2 4%. 18 3'/, 4% 2 416d' 4-16d =;11(i5:; 'f03B� �78i1�� t32BDs :_162�,. 1000 BBO _ 1070 1090 1385 i7 F6, L77 HHUS26-2 454s 14 3Y. SK 3 141611 6-16d ;==7550 `2785 ' 155 � 9i15 =-&-NE 1335 2390 2710 2925 3665 HGUS26-2 4%s 12 Ns 5r/x: 4 2016d B-16d '_7J55=' A35"52 5 �. '.5230 57 1B55 3750 4200 4500 4795 f/, L17 LU528 2 4�is 18 3'r6 7 2 6-16d 4-16d 1165 1315 1500 1625 2060 1000 1125 1285 1390 1765 HHUS22-2 W. 14 ,3%. 1 T/a 3 1 22-16d 8-16d 2000 4210 4770 5140 6440 1720 .3615 4095 4415 5375 17 F6, L17 HGU528-2 6§Ss 12 35fie 7i5s 4 3616d 1216d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 f/, L77 WS210 2 6'/s 18 3'% 9 2 816d 6-16d _1795 _ F B3 BQ 2265_ _ 0 , 1500 1565 1785 1935 2455 HHUS2i02 8% 14 3%s 8'b 3 '3D16d 10-16d '4UDD= 55�35--63804 =5880' 7165`. 3525 4835 5270 5380 5765 �'L77 HGUS210-2 8%. 12 3-M. 9% 4 46-16d 16-16d F4095e. z13�. , .-_ -�100�• -9100 = �97Q0 3525 7465 7730 7825 7625 Cf L17 TRIPLE 2x SIZES HGU526-3 4'iSs 12 415/tc 5'k 4 2016d 816d 2155 4355 4875 5230 5575 1855 3750 42Dg 4500 4795 HGUS26-3 6'3Sc 12 4'sfis T/a 4 3616d 1216d 3235 7460 - ._.. ~9600 DO:,•'1DO -- �9700: 3525 7825 7625 7825 7825 L 17AL17 HGUS212 3 10% 12 4% 10% 4 56t6d. 2D 16d 5045 96DO 96DO 9600 4335 8255 8255 8255 8255 HGUS214-3 125A 12 4'34s 12% 4 6616d 2216d 5515 10100 10100 101D0 10100 4745 8685 8685 8685 8685 OUADRUPLE2x SIZES HGU526-4 5% 12 ING 5rr4s 4 20-16d 8-16d ,�i554 =A= `.:�875` 42D0 4500 4795 HGU52B-4 7'/ 12 634s 7iSs 4 3616d 12-i6d?85.46=460 �^46_0=.:4SAr_ 2785 6415 6415 6415 6415 HGUS2iD-4 9'/ 12 No Ve 4 46-16d 16-16d 4095 9100 9100 91DO 91D0. 3525 7825 7825 7825 7825 F6. L17 G S212-4 10% 12 61'is 1D% 4 56-16d 20-16d �bD_ r9600�' �960p .4335 , 8255 B255 8255 8255 HGUS214-4 1 25% 112 1 VE 12% 4 66-16d 22-16d "7r-.r.575� �U1pD: �D1DD.`• i 010D =�0]OU: 4745 8685 8685 8665 8685 17, L17 4x SIZES LUS46 4% 18 3%. 4% 2 4-16d 4-16d 11651 1030 1180 1280 1625 10DD B80 iD1U 1D90 1385 l/ F6,L77 HGUS46 4%s 12 3% 4349 4 2D-16d B-16d 2155 1 4355 1 4875 5230 5575 1855 3750 4200 4500 4795 17, L17 HHU546 4 is 14 335 55/is 3 14 16d F6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 7 LUS48 4% 18 3% 6% 2 6-16d I 416d F116 1315 ^15U0.' 7625 „2b6[i`'. 1000 1125 1265 1390 1765 HUS48 • 6'd 14 3%. 7 2 6-16d 6-16d r�5517 �595= �E7i R•1960` �24713� 1550 1365 1555 1680 - 2115 17, F5, L17 HHU548 6'k 14 3% 71A 3 2216d 816d "2bb0, �4215_'z477¢15D 44t) 1720 3615 095 4415 5535 HGUS48 Os 12 3% Ns 4 35-16d 12-16d 23'S' 46� =346_ 346U- 2265 =7460 2870 2785 6415 6415 6415 6415 fT,L77 LUS410 6% 18 3% 8% 2 8-16d 616d 1745 1830 2090 1500 1565 1785 1935 2455 HHOS410 8% 14 3% 9 3 30-16d 1D-16d 3745 5640 6385 6890 -6-5 3440 4835 5480 5910 6165 11, F8, L17 HGUS410 834, 12 3% 9 4 46-16d I 16-16d 4095 9100 9100 91DD glob 3525 7825 7825 7825 7825 HGUS412 1D�s 12 3% 10�Ss 4 56-16d 2D-16d -504_6 _6b0 :9600600 4335 8255 8255 6255 8255 17, L17 HGUS414 11% 12 3% 1M 4 66-16d 2216d �515� s5070a �iMfi z1D1U0 1010Qt 4745 8685 8685 8685 8685 r-•• ---- ---, — i — vnuu ui w u 4—c wa0mg wren no Nrmer Increase allowed. For normal loading aPPI11WonS Such as cantilever construction n:ferto Simpson Strong Tie® Connector Selectoi'software or conservadvety divide the uplift load by 1.6. Wind (150) is a download rating. Minimum heel height shown is required to achieve full table loads- For less than minimum heel height, see technical bulletin T-REDHEEL (see page 215 for data&). Truss chord cross -grain tension may Breit allowable loads. Refer to technical bulletins 1-ANSiiPiSPF, T-MSITPISP and TANSiTPIDF for allowable loads that consider ANSUiPI 1-2D07 wood member design criteria (seepage213 fordaWlsJ 5: Loads shown are based on minimum of 2-111y 2x carrying member. With 3x carrying members, use 16dx234 nails into the header and 16d commons Into the joist with no load reduction. With single 2x carrying members, use 10dxi W nails into the header and 1Dd commons into the joist, and reduce the load to 0.64 of the table value. 6. KAM 16d = 0.1BT dia. x 3'W long. See page 24-25 for other nab sizes and irdormation. 0 za 133 ' red.Wood & Strucfara/ Compos/te Lumber Conner FACE MOUNT HANGERS - STRUCTURAL COMPOSITE LUMBER ;StrongTie Actual Fasteners Allowable Loads Joist Size Model No. Ga W H B Min/ Max DF/SP Species Header SPEWS Species Header p Face Joist 'Uplift Floor Snow Roof Floor Code Snow Roof Ref. HU416/HUC416 3%6 13% 2' 14 Min 2016d 8-10d (160) 1515 (100) (115) (125) (100) 2975 3360 (115) (125) 3%x18 � HGUS412 Ws 13% 2% Max 26-16d 3% 10tis 12-10d 2015 3610 2565 2895 3110 3870 4365 4695 3330 3760 4045 19, L12, FB o HGUS414 4 — 5616d 12 3% 12'r4s 4 20 16d 5045 9600 96D0 9600 6255 8255 8255 HUCQ412-SDS — 66-16d 22-16d 14 3�is 11 3 — 14-SDS'Y4'x2%- 5515 10100 10100 10100 8685 8685 8685 19 F23 C HU68/HUC68 14 51h 5% 2% 1016d 6-SDS'/.°x2'%' 4-16d 2510 5460 5560 5560 3930 4000 4000 �0 1 5/<x 7/ 531 51% 2'% Max 14-16d 900 1490 16B0 18D5 1280 1445 1555 IHGUS5.50/8 12 5% 11�s 4 6-16d 1345 2085 2350 2530 1795 2D25 2180 2180 19, L12, F6 HU610/HUC610 — 36-16d 5'11 7%6 21h Min 14-16d 12-16d 3235 746D 7460 7460 6415 6415 19 5% x 1 14 5h 73's 2Yz Max 18-i6d 6-i6d 8-16d 1345 2085 2350 2530 1795 2025 2160 91h - 9'h HHUS5.50/10 — 5'h 9 3 30-16d 1795 2680 3020 325D 23 15 ` 2605 2800 19, L12, F8 HUCQ610-SDS 10-16d 3735 5635 6380 1 BB80 1 4835 5480 5910 5'% 9 3 — 12-SDS Y,5c2W E HGUS5.5D/10 12 51fi 114 — 46i6d 6-SDS'Y4<°x2'r4' 2520 4680 5380 5715 3370 3875 4115 19, F23 I U612/HUC612 5'h 9%e 2% Min 16-16d 16-16d 4095 910D 9100 9100 7825 7825 7825 s 5Y4 x 1 14 5� 93� 2h Max 2216d 6-16d 816d 1345 238D 2685 2890 2050 2315 249D 11%-11h fHUS5.50/10 5h 9 3 — 30-16d 1795 3275 3695 3970 2620 3180 3425 19, L12, F8 s HUCQ612-SDS 5'h 11 3 — 14-SDS 1/,°x2%, 10-16d 3735 5635 6380 688D 4835 5480 5910 13 HGUS5.50/12 12 51% 10% 4 — 56-16d 6-SDS'/.'x2'h' 2520 5315 5315 5315 3825 3825 3825 19, F23 5 f•IU616/HUC616 I 51h 12% 2%Min 2016d 211 5G45 9600 9600 96D0 8255 8255 8255 7 5h i2'ti6 2h Max 26-16d B-15d 1795 2975 3360 36.10 .2565 2895 3110 5%x14 H,HUS5.50/10 14 5% 9. 3 12-16d 2695 3870 4365 4695 3330 3760 4D45 19, L12, FB HUCQ612-SDS — 30-16d 5'% 11 3 1 • — 14 SD5 Y,x2h ' 10-16d 1/,'x2'h' 3735 5635 6380 6680 4835 5480 5910 HOUS5.50/14 12 5'h 1231 4 — 6616d 6-SUS 2520 5315 5315 5315 3825 3825 3825 19, F23 HU616/HUC616 5'h 12'lfis 2% Min 20-16d 22 16d 8-16d 5515 10100 10100 10100 8685 8685 8685 1795 i 5% x 16 HHUS5.50/10 14 51h 1 l)% 2h Max 26-16d 12-16d 2975 3360 3610 2565 2895 3110 2695 3870 .4365 4695 3380 19, L12, F8 HUC0612-SDS 5% 9 3 — 30-16d 5'% 11 3 10-16d 3760 4045 3735 5635 6380 6880 4835 5480 5910 HGIIUS5.50/14 12 — 14-SDS Y, 51h 12'h 4 — 6-SDS'n4 2%, 2520 5315 5315 5315 3825 3625 3825 19, F23 6616d 5'11 HU616/HUC616 121%s 2'h Min 2D16d 22-16d 5515 10100 10100 10100 8685 86B5 8685 14 5'h 12'�6 2% Max 2616d 8 16d' 12-16d 1195 2975 3360 3610 2565 2895 3110 3110 x 18 HHUS5.50/iD , 5%9 3 2695 3870 4365 4695 3330 3760 19, L12, F8 HUUQ612-SDS — 3D-16d 5'�Z ' 11 3 — 14 SDS Y,5c214' 10 16d 3735 5635 6380 6880 4835 5480 5910 HGUS5.50/14 12 5'r4 12% 4 — 66-16d 6—SD 2520 IS315 5315 5315 3825 3825 3825 19, F23 HU410-2/ Th 9'% 2'h Min 14 16d 2216d 5515 10100 10100 11 8685 8685 8685 100 7 x HU410-2 14 G 7Y6 91/s 2YZ Max 1816d 616d 8-16d 1345 2085 235D 2530 1795 2025 2180 9% - 9% HHUS7.25/10 7'h 9 3�Se 1735 266D 3250 2305 2605 28D0 19, L12, F8 HGUS7.25/10 12 — 30 16d 7'/4 8% 4 1016d 63 3735 5635 6380 6880 4835 5480 5910 5480 HU412-2/ — 46-16d 71 11'% 2% Min 1616d 16-16d 4095 9100 91D0 91D0 7825 7810 19, F23 HUC412-2 7 x 14 7'% 11 Y6 216 Max 2216d 6-16d 8-16d 1345 2380 2685 2890 2050 2315 2490 11'/ -11 % HH S7.25/10 7% 9 3s —30-16d 1795 3275 3695 3970 2820 3180 3425 19, L12, F8 HGU,S7.25/12 12 7Y4 10% 4 — 5616d 10-16d 3735 5635 6380 6880 4835 5480 5910 HU414-2/ 71h 13% 21h Min 20-16d 20-16d 5D45 9600 96D0 9600 8255 8255 8255 19, F23 HUC 14-2 7 x 14 14 -h 13% 2'% Max 211 B-16d 12-16d 1795 2975 3360 3610 2565 2895 3110 HHUS7.25/10 7'/4 9 Ns — 30-16d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 HGU87.25/14 12 7'/, I % 4 — 66-16d ID-16d 3735 5635 6380 6880 4835 5480 5910 HU41'4-2/ 7'/s 13'/s 2'� Min 2D 16d 2216d 5515 1010o 10100 10100 8665 8685 8685 19, F23 HU 14-2 7 x 16 14 7'rb 13% 2% Max 26-16d 8 16d 1216d 1795 2975 3360 3610 2565 2895 3110 HHUS7.25/10 7Y4 9 33Ss — 30-16d 2695 3870 4365 4695 3330 376D 4045 19, L12, F8 HGUS7.25/14 12 7% 12tis 4 — 66-16d 10-16d 3735' 5635 6380 6880 4835 548D 5910 HU414-2/ T/e 13% 2'h Min 20-16d 2216d 5515 10100 10100 10100 S6B5 8685 8685 19, F23 HUC414-2 7x18 14 , 13h 7'r6 2'h Max 26-16d 816d 1795 2975 33tiD 3610 2565 2895. 311D 12-16d HHUS7.25/10 2695 3870 4365 4695 3330 3760 4045 19,L12 FB HGUS725/14 1121 71/ 1 12tis 4 — 66-16d 3735 5635 638D 688D 4835 5480 5910 7x14 to 30 Foradiiitional hangers see HGU/HHGU on page 107. 22 16d 5515 10100 10100 1D1D0 8685 8685 8685 19'F23 See footnotes on page 105. N m.nnnvm vnnvr, ,.vm.+..n ,�� . Top Chard 2N4 SYP #2 SPF #1/#2 or bolter Bolt Chord 2x3(0) OR 20 SP #214 OR SPF #1/#2 or better L Woby 20 M? #3 or butter (•) •287 MAY BE RIPPED FROM A 290. (PITCHED OR SQUARQ (64) ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS_ WITHI (2) 10d BOX (O.TJO" W 3.6 MAILS :TOE —NAILED FOR FBC 200. ASCE 7"10 .1 PH *IND. __P0r . MEAN HEIOHf: ENCLOSED BUILDING, ESP. C. RESIOENCW,, WIND TC DL-B PSF. CUT FROM 20 OR LARGER AS REQUIRED 4'-0" Max WlN 42x4 W 0" Max 6'-0"Max 20,-0" Max (**) SUPPORTING TRUSSES AT 24" O.C. MAXIMUN SPACING, SOUTHERN Fort 'Q r+ RU�S 2590 00�11 PA NIES (BGG)i 2 hI1Pi��v.�,.r,vlh.m4vneom F07 �IEDeaktzail UNLE59 SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1x4 "T"-DRACE, BOX LEN0711 OF WES. VALLEY EB, SAME SPECIES AND pMDE OR BETTER • ATTACHED WITH Ild BOX (O.IJ9'x2,B NAILS AT B" OC, OR DONTINUEUS LATERAL BRACINO, EQUALLY SPACE, FOR VER CAL VALLEY WEBS GREATER THAN V-9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EKCEED 12'-0", TOP PHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WRHr UOPE►II.Y ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS ILIATION OR ORaUNS AT 74' 00. OR AS OTHERWISE SPECIFIED DH ENGINEERS' SEALED DESIGN BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON ENGINEERS' SEALED -DESIGN. (194) B�TEVLLURl3PFALO7N GOPTHEPFOTRUSS eNNATHTAEYMFAUR DONHGLOF T}TOCHR (+*) LARGER SPANS IdAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES HOT EXCEED 12 —D'. BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. 4U.EY UARE Hamm VALLEY. 12d SQUARE CUT IE HAIL TW1 TOM CHORD W2e n VAL OPTIONAL STUB OPTIONAL HIP END VERTICAL • JOINT DETAIL Sp� 1/V GT I— rn T r—I � Erection brdCing h not the reaponslWllty of buss designer, plate manWoolurvr ndr We labrkvlsr, persons ereclinq lrussa aro vaulbned lv Week proTeaslalo( sddce rcyardfngg erecllan bmCing Which Is elWays required to prevent toppling IGrI vnd dvminvirp during erecllvr� amf ppermanent bracing Whkh may be required In :paeHb oppikallvns, 5ee'BCSI—BI Sumnwry shoal Commentary and rscammen— dolkns for huna"' InslalRng bmcln9 metal platg Connected Wood lru - (IPI ISO TNss_ ore Iv De erected and laslened hl fos(ened In a airoighl and plumb posillvn Ilhere no'he aUn� h applied dhecly Iv the topp ah0►ds, Ihvy shall be braced oe apecloed on the rasa udesign Trossw shop ba lrondie rdlh remsnabia Cara during . FRAMINQ TO LL 20 20 PSF TC DL 10' 15 PSF 130 DL 10 10 PSF BC LL 00 00 PSF TOTAL LOAF 40 45 PSF kCIION WOR 1.25 1.25 c (j SPF HF SP o N DFL > U SPF HF 8 C7 A SP DFL � v SPF ,v N SP ,-- DFL ru -F ru ED 11 UIrAN HEIGHT, ENCLOSED, 1=1.25r E)<PO: Braoo No III 13 2 A- Brapea Croup A Group 6 Group A Group B Group A Group B Group roup 6 -10' d -a' d :: F 7 -1 d -3' B -d 1 D -1 11 -Z L �'"d-d'B'_e" B -3"R'-11^1Z'-11" STANDARDd —9 B —3" B —3 D —O _STUD d—B" 11 "'d 1ARD 3 -3 4 -—2' a —ss—s7 -d"—LARCH 7-g" d'-3' 9-11" 1G-1O' 11'-B" 12-11" 13'-118'-3' 9'-11' ''''10'-10' 11'-B" iZ'_11" 13'-11"3-7 d -100-3' d -117-8'3 -d' 1D-3. 10 -DD3 -®6-0 MID— ARO"8d 7 -0' 7 —B B —10". B =1012 —"W1QU� H TT 3 "- 0 d —d 3 3 —D B —0 B —0 —11 7 —11" _B" B —d 12 —4 12 —4" 14 —0' 14 0" I'1 —0' 7 —11' 7 —11" 1 de Blr• —O" 1 SOUTHERN TRUSS COMPANIES hllp,//m.xealh.rUh..naem era. 0 13 CABLE TRUSS DETAIL NV=il L1vE LOAD DEFLECTION CRITERIA IS L,/Z40. Ir OVER PROVCONTINUOUS BEARING E 5 PSF CnD1EAD WAD). GABLE END SUPPOn s ILSOAD FROM 4'-0^ DUTLOOKERS WITH R —D" DVERHANG.Dx 12" PLYWOOD OVERHANG. A '7C FOR C((1 L 6W4 ECF w9PACE NAILS AT Z" OC. I 1B EN ZDIIfi3 AND 4 OD. BETWEEN ZONES. I,) FOR 2) "L BRACESI SPACE NAILS AT 3 00, I i B" EN .ZONES AND d" at;. BETWEEN ZONES. "L" BnACINO MUST BE A MINIMUM OF BOX OF WEB "-4BER MOLN. GABLE VERTICAL PLATE 91Z6 VERTIOAL OTH No SP OE ESS TWW 4 -0 11t4 OR 2K3 GREATER THAN 4'-O", BLrT 2K4 LESS THAN 11'-0" OREATER 1t —B 2.00 t REF R C M R SS D D R PFAx SPLICE AND HEEL PLATES, REFER TO CHART ABOVE FOR MAA LA-- Erection bracing In not the reaponei6lhly of buss doaigner, plate manufacturer. nor Irues lubricator, paraone erealing Imeeee Ole caulimed to aaah profavalunal advice regardingq erection bracing which le alaoye required to provonl toppling Fort Pierce D Ivl s 1 o n and'aminoing dudng creation; and permanent bracing which may 6o required to epecitio appticollona. Sae 'BC51-81 Summary oheel Coinmenlory and reeomman- 2590 N. KtnDs♦ HIghra j dogonetarhandlibraaingatnceled HoodIrweas(1PQ.Fort PI-raav FL34osTNare10 6rected and foalenad In faelmaJ in a ebalghl pplumb posllbn(BOo)232—a309 (772)4s4—where no eheayp�ied directly to the110 braceFux-(772)31B—onlee...Hlad on Iha Iran, dealgn. Trusses ellati be hondla with reaeonoblo aaro dddng Maxlmun Total Load Go f 5F SPACING AT 24" O.C. picZ.1 i gy!;?_� � �,a� Top Chord 20 SYP #2 or better Boll Chord 2x4 SYP f2 or better Weba 2x4 SYP #3 or better REFER TO SEALED DESIGN FOR DASHED PLATES SPACE PIGGYBACK VERTICALS AT 4' CC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE 15 NOT DIRECTLY OVER ANOTHER. ATTACH PURLINS TO TOP OF FLAT TOP CHORD, IF PIGOYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPdRnNO TRUSS. REFER TO ENCINEER'S SEALED DESIGN FOR REQUIRED PURUN SPACING. THIS �D"ETTAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 1.=MPH WIND, SO' MEAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN ROOF, 1 MI. FROM COAST CAT 1, EXP C. WIND TO DL—B PSF, gWCIIND BC DL- PSF ENCLOSED BLDG. 3LOCATED ANYWHERE IN TROOF WIND TC DLea PSF, WIND BC DL S PSF. FRONT FACE (X') MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. 2 MAX OPTIONAL SPUCE D WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 10 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND 807. LENGTH OF WEB MEMBER.. ATTACH WITH Bd NAILS AT 4" 0/C. 2x4 "T", BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" 0/C. 2' Typical B I 1 B B I i B D—SPLICE B I -�4 �� I I I *ATTACH PIGGYBACK WITH 8"xexl/2" CDX PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES 0 '4'-0" O.C. MAX. SPANS UP TO JOINT— TYPE 30' 34' 313' 52' �A 2x4 2.5x4 2.5x4 3x5 B 4x6 5x6 5x6 5x6 C 1.50 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 SOUTHERN ""it v %" Fort P1 COMPANIES h1y1//,nm. n W hw1,,,,�.imn - - W ca ir- o--t 'g r-1 Erection bracing is not the responsibfity of truss designer, plate manufacturer nor buss fabricator, persons erecling Tusses are cautioned to seek professional advice regarding erection bracing Which is always required to prevent toppling Division and dominaing during erection; and permanent bracing which maybe required in Htg 34specific appPeationL See '00SI-111 Summary 'sheet Commentary and recommen— g81y, daltooe for handrng, inslamng k bracing metal plate connected Road trusses 01). 2)464-4160 Trrsses are to be erected and lasloned in fastened in a slmighl and plumb position —0010 where no shealingg is oppppliod direclly to the lop chords, they shall be braced as speduad on The Tress designn. Trusses Aull be handle with reasonable care during erec% To pmnl damage M. C Maximun Loading 55psf at 1.33 Duration Factor 50psf at 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING AT 24" O.C. SCAB -BRACE -DETAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T-Brace) is impractical. Scab must cover full length of web +/- 6". *'* THIS DETAIL IS NOT.APLICABLE.VIIHEN BRACING IS — REQUIRED AT'1/3•POINTS OR PSRACE IS-SPECIHED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3"X 0.131") NAILS SPACED 6"'O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. I ' i i MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH=.12'-0" SCAB BRACE 2x4 MINIMUM WEB -SIZE- I MINIMUM WEB GRADE OF#3 i i Nails / Section Detail !E Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. 0 T-BRACE / [-BRACE DETAIL Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length: f 'Note: This detail NOT to be used to convert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattem T-Brace size ( Nail Size. ' Nail Spacing 1 j 4 or 1 x6 ! 10d 8" o.c. 2x4jor 2x6 or 2x8 16d I 8" O.C. IIIote: Nail along entire length -of :T-Brace / I -Brace . (On Two-Ply's.Nall to Both Plies)L alternate WEB Nails. /Section Detail T-Brace Web alternate position Nails Web I -Brace ACING _ Brace Size for One -Ply Truss i • Specified Continuous Rows of Lateral Bracing Web Size 1 2- 2x3 'or 2x4 1 x4 (*) T Brace 1 x4 (*) ]-Bra 2x6 1x6 (*) T-Brace 2x6 I -Brace 2x8 I2x8 T-Brace .2x8 I -Brace T BRACE Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or2x4 I2x4T-Brace 2x41-Brace 2x6 2x6 T-Brace 2x61-Brace 2x8 12x8 T-Brace �g 1_Brace T Brace / I -Brace must be same species and grade (or better) as web member. (*) NOTE: If SP webs are used in the truss, -1 x4 or 1 x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with iX bracing material, use IND 45 for T-Brace/I-Brace For SP truss lumber grades up to #1 with 1X bracing material, use IND 55 for T-Brace/I Brace 0 L-BRACE DETAIL Nailing Pattern . L-Brace size Nail Size Nail Spacing 1 x4 or 6 10d 8" D.C. 2x4, d, or 8 16d 8" D.C. Note: Nail along entire length of L-Brace. . (On Two-Ply's Nail to Both Plies). - WEB Section Detail C L-Brace Web 4CING L-BRACE 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. - L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3or2x4 1x4 2x6 1 x6 *** 2x8 2x8 **t — 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 *** 2x8 W — DIRECT SUBSTITUTION NOT APLICABLE. Southern Truss Comgariies, Inc. Tniss: Al AdkSOUTHERN 2590 N. kings lii Tway > ee`t1�: TRUSS Fart Pierce, F134951 Date: 6114018 11:40.36AM " 7r xs COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pa_w: 1 ot1 \kcroLn: 2017.7.1 [B.M 1-1 MTerial Database vcr-qm 1565 Span Pilch Qry OHL O11R CAWrL CANTR PLIES Spacing WC7i -/PLY 27 2-0 6 /12 1 1 0 14-0 000 000 1 24 in 1181hs 29-10-0 1-4.0 6-9-8 6-9-8 6-9-8 1-4-0 6-9-8 13-7-0 20-4-8 27 2-0 4x6 - 4 12 12 6F— —�6 tx4 / 3x41 3x4% 1x45 3 5 a � 6 a d SA - 5x4 - 1 7 1 2 T ,0 9 8 3x4 - 3x3 - 3x4 - 0-0-p 0-M 9-0-11 9-0-11 I 9-0-11 I 9-0-11 18-1-5 272-0 Loading General (SF Summary Deflection L/ (loc) Allowed Load 0a) BdgC.&: FW20171 Tc: QM(46) V6 cR: 032n L1973 (10-1) L/I80 . Ta-L 20 TFJ I-2014 BC: 096(10.1) 1hILL OD9h L/999 (10-1) L/340 TCIL: )0 R.pM1aln— SLI V7b: 033(4-10) RxzCtt 007n 7 BCLL: 0 DO1-: 125% O pR",Ra-2D BOIL, 10 Rit pay\-Y4m5} (1`�10,1-11A) (2043.15A) (30-W-936) (043- ijla (54133•9X) 16D031534) (7-'1-IOJAIA) (80038p.1 (9DOJ-LRl IIOILA3-80) Reaction S mmry Jr TM, BrnCoroho BreVmh Maeel Rad Ulb M.R®d M-C-IL.bds M.%VdLtM M.UM M.H k 1 J'n(N6B 1 Sis G—M--y 3DOh 1J891a - -467 bs •467bs Alta 7 JiRol(11h1) 1 86 CixxaeM-.y Mis 1489hs - 467 bs -4(,7Ja Ohs Material % mrary Bracin Summary TC SP1A S06- 03)NJ2x4 TCE..r Shmtv1or11 -,3-3AP.&d*nLy0b- BC SP(AL905-20 3)CN4 BC&.* 9rvC�alsrAvrmat7.4gAaiode��1y06os %Vbl SP(Nf1012)i6N4 Loads,Suumiary I)Th'sh�kubaadat��ixdf M$a>em.walOpl3paxndmdLwLadPladmdhads 2)Tns.�Imstand�fR.��oro;odtxad�:,a�Vmn9�.7.1a.���arae�.;�ca.�arnm�x U'nslnfla483311ba14hNxFnd7meTrual�dcad,Wmaledar�lf0,OC2ooewdh3 lul,nPtw:®eB:aa,ecr,�nridd,�c bmsrpr�R�ea�•Bn=1mle�aiBrfs fl 3).Mhh—...,4E-ab.&Voamada rwihIBCT.W]607.1 hss, nb appW Member Forces Summary uW:,&—M,amaxcsdroaUff—s—m ..Wry TC 11.1 0271 36ka 24 0651 -Ixsu 67 0-581-2012ta 1-2 0.581-?J1f2� 46 0651 .183Rh: 7.12 0271 36 BC 7-9 0963 I'M. i610hs1 8-10 0376 IJ37bs l-271 tat 1LL1 0963 1.7646; 1-SMlal Whs 2.10 QIT_ -W]. 4-R 0337 6811. (-23714 410 0333 681 to 1-2376s) 6-8 a1T- 448h; Nate I)�Si:haadmP.SCE7-IOasn _)M.CR q•RriTaBniiia�\\ NINA.BC wadb—.®ddW.adnFUd**hou�AS51. (� 3)/gw4ymnNfaoa,Cq—I0GleshmappEW.".h—lr6�valxsasq iUbyt T—Mae—MATHRA ].=S Y-242 �I ��- 4)U*d..:,dsFTfismmc.s,a.J-MIVFRS0.11kndog 5)ILe:MMatTCpihh�rtwfep<cu;tu.vnaimen�•.••*•:,•,+•,•xvdcwHdndd�yda�ska&soreei�ep:s \7/� \� � ' 76059 LPE I l r "fl �` ST O X' ill ( t ll� KiriCEAmpydm'sha8nfialMfiarl lnhaesnmvamr.7Led>;mNl,'eid'iviiNnas'sbasnimdsmaehuds�d®e�segp.h167hTn�Ma�pmasdsmssgonbeaam yW Nhufimaiaufahb/fseBui7n8 BrianMBlear- Lk�ieA�almb's3auce'.�iesaogwn�CP^dnac^a1m®mi,8mpmahi's01'farteha;mrtpasmd�AwaSeJrmvps-ezvdle^layumnlydacs�rooiCmeaVaes^p�ekradG'val' aav&dae167Ssq��$m�7iCm><vny:Leoeaada�v.WFSL2762.,1taaexr�esv���e • -• .41msaarpbla3nibe Wa6e�mfidpheme'afNw,dbya :IS'�idmo-ao I8p u_xpl ea'SR ]8;uh��aasa hg6eamnlRgnpep4e `+adF�sg,KXd51 25907:7.a®Fi¢�RPa¢Fl34951 Southern Truss Companies, Inc This& A1A 2590 N. kings 1-Hi4iv ay Tn � & 1 C,„p(,,.�,(Shai"7M SOUTHERN TRUSS Fort Aerce, F134951 bare: 6U2018 11:40-30AM Taro copapArdiES (800) 232-0509 (772) 464-4160 (772) 3I8-0016 Fax pa-w: ION NLr9(xi M17.7.1 [Build 2) MakTA QdLih'i a version: 1565 Spar: Pitch pry 011L OHR CANEL CANER PLIES Spxing WGTIPLY 27 2-0 6 A2 3 040 1-4-0 040 I (♦(}p 1 24 in 116 Rn 28-6-0 6-9-8 64-8 6-9-8 6-9-8 14-0 �- 6-" 13-7-0 I 204-6 � 1 27-2-0 4x6- 3 12 6F 12 16 tx4 / 3x4 \ 1x41 4 S mr r L n 4 0 1 SA 5x4 - 1 6 T° 9 8 7 3x4 - 3x3 - 3x4 - 0-M 0-0-0 9-0-11 9-0-11 9-0.11 9-0-11 18-1-5 27-2-0 Loading General m Sugary Deflection L/ (loc) Allowed 1-d (pefJ BHgQd:: F1)C2017/ TC: OM(2-3) VnOC 034h L/906 (9-1) L/I80 TCLL 20 TA 1•21014 DC;� 097(9-1) V LT-1 011h LOA (9-I) L/3W ' TCUL 10 Rq)Mkl.s-: Vs va 035(3-9) 17x CR oxi, 6 Dal.: 0 DOL: I25•ri CreaFam,IC -20 BCM: 10 JWITWJ.Ky1 51 (1310J-11M ('-LO}15jL) OMf -I5A) (40-13J-9X) (59-*15_'4) (k3-10,1-11R) r&Q-8A) (800J-12µ) (90038a1 ReactioTo Sun ronrary JI' Bn('nnh &s55dh Mantel RgdB.VA% M-P d M.C.,L W MaxV"w MxxtbW M.H k 1 F.('4 I 8n ComaeM.e )q M. 1430hs - 409hc 4091. -127h 6 HRn1(Wdq ] Sh C.—M—y 300b m9bs - .469h 469bs Ohs Material Summary Bracing Summary TC 9'(A_972O13)M34 7C&3ame 9.h03arFkEasar3nKft.&d.0 by0bn BC 9'(AL472013maw BCBra6 9eihalvP fwu7-Kftxi d6pbV0Gimc ' Wt., 9'(AL4Y 2012)*N4 Loads Summry I)Tlmneshuhmr for6rd7 dcnl ird1 mrdiud1mb dflndsd l>.&- 2)7bk—hulmMgnlfa4Mr mrridlndsIOWCWM ►*.ir —di Wipx 160n0,id:narEVr�K i'F+�dCwl#TR •SC+4'�'BO�1D0),aeal&7g Dio 27J7,k4833J h=141,604CZ—W.10 3).Miia.msua8m607.1 h.,.t-.gdd Member Forces Summary T hkidMmirLlma:(3 mxaxidf�( n. g.r rear,,.6®nora.�lr of TC 1.2 0397 -Zook 3.5 Ob4s -IJ39h 410 0271 36h 2-3 06M-13421a 5.6 0-%S -2bol. BC 6.7 i 0961 L770hs (-QSlc) 7-9 am 1 38h (-287W 9-I 0969 1.773h Vik 2-9 I (IJ73 451h 3.7 ON 681h (-XUb 3.9 WM9 Wb; (.2491.) 5-7 0.173 4491n NOCK ) / �'/ �p �,y I 1)Ib'e6�'sha�daJ��E}lOnsrdeamibJ•M217fio�BudToyOde 2)56rCRaid11aO2arz/xwialmdk.umal�+haxadenF<ladp4chusspa.upveaddi�'ndendadhed,morya�albl L.+Fa. 3)Age4u¢mdrarr�r. CqlDO,tusbanaAdednh(�helwal (' I)xI3fl D(ireau3vi¢uArAtBU(R 1. -nsaFaxsgcYnitryhe7riasMvuGaivcprAhSU1A 1-200?.Seun24?. \ \``11 1 ��\ lNl. 131 � 4)LlaidspWredxslumlmMN'F7tSmNted'ug �� ��--•�� 51}1sQlnWarTC�Mlxml¢mvtq.�p�SbbmnSDaelumntnnr dawMdal6yira�hodumn�Fenepnk \�\ \ �Q', ��C,EN,s�.`���i Lf � PE 76051 1 l - -o STT 0 GRID_ K1ACE-4m(yofA'sdsm�alh6middolxa�nmmaar.71n1: ofi�ih5v:5nlnraelamimd�a'cueuirs(uirnmsw(pWbJ'h7nmMnndalcasdr6R ham.aa, and �O0 a"'v��othN'am�im�rafilylb u BT18I1M BI(•21dV 12�c,L.mlmh'ndaw:�aodu�am(nn¢o(Pd�•+sla4' Rr� S'�i'� kn� x AwnSslrmv uraodte-J w_ "'tlWima(macaeallioa^ape(iaadm�ulnrmmemamooav(atcdiaibe sm1gR76051 rmmd.enetb,'snpnSs.g-re('mpvr,L.nsmmaau�E41.n62_5funomr tca� ,.d$ 11+ P4t: te�m0dphes've'sfatwsollys=1E'uh&id'mtsmlSp�gcph5�'SM]S'Wwfi:diaxsSh�hlreail8Lmueep6Y 75901: R�FrshR Ph¢ Fl34951 Southern Truss Copes, Inc Tnlss: A2 SOUTHERN 2590 N. kings Iluay Project % mCrystal TnmsDcsr,er. &r- comporleatt 50hmeatc'M -musS Fat Pierce F134951 Date: 61-1018 IIA(137AM Tnn1, COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax 1 Pose: ION Var9i(In 2dn.7.1 [Slily 21 MaraiwlDa ae,miax 1--%5 SWI, Pitch Qly 01C OHR CANfL CAM, 'R PUS Spacing W(JT/PLY 272.0 6A2 2 144) 000 00-0 0.W 1 24in 117lb9 28-6-0 6-9-8 6-9-8 6-9-0 6.9-8 r— 6-9-8 13-7-0 204-8 27-2-0 46 - 4 12 12 6F 16 3x4 / ,x4\ 3 1x4/ n� mr n • 5 4 2x6I 0 Sx4- 4I 1 6 6 T, 9 8 7 3x4 - 3x3 - 3x4 - 0-0-0 0-0-0 9.0-11 9k11 8.9-11 9-0-11 18-1-5 26-11-0 - -0 Loading General lSI Summary Deflection L/ (loc) Allowed 1md (Fa1) Bl*c k: FBC20171 TC: 065(4.9 4nLR 035u L/8% (6.7) 1.1180 TC(L: 20 TA 1.2014 BC:a97(9.1) Stnt,• 011b LIM (6-7) Lr-40 om T.: 10 ApMb bl : ,ts Rib: 03i(47) R.Cx: 007b 6 Br2L: 0 Dm: 123'i Cmpraaxlra=2D BCE.: 10 ibeGB•a(h¢ '4ngh (1310)-11A) (24Q11554.) (30-WA26.) (4DW-15A) (5010,3-0S,C.) (69.10-1190a (W4,3-WI (81W1-L1111 I l9Mr_ 801 Reaction Summary jr Tye Br_Cmdb. F1aW16 mwW WBn_Wdb M-Rae M.Gavlbrfi MazWailbst M.Lbifr M.Hre 1 r.(Vd4 I 8b C xMamy 3Ahs Dn IJ89- 469Fc -169h 127 bs 6 HRoI(WM ] 43i C�Maxaay 300b i 1.1.%u - AS-10)65 Ohs Material Summary Bracing Summary TC S'(ALL&2013)t2ZA BC SP TCBrdmg 9w�IWarReLeai3-SgIWGidsa�byGbar, 905.7013)i220 B'BrsdogSanfioforlLricaz6-1041,1Lmd�obyGlns Wh SP(A�91f2012)A3h4 Loads Summary I)TH 1 cb® 2)M_haslm, 6�PWr f—Tdueblapdbnm,dWivehndpledmd6eda df 6edi�ofundbadsna®rdanr i-IOulibefo&*.iBu4rdtuai:l(.c 160mphulimGEy�reC,FueyFadsad,G�bb4{nBudligfsyv3'B (f=1IIJ),( a1B14e Dh.27J7f.4833th-14f4ME-dZ—Tnesl2'6oedud>sr is Da-=IM.(CZmeW.%3fI 3)Mnnnm,sragari:ludiena®nt ��ih18CTabh1607.1 hasnn4mapp6d Member Forces . Sum nary neeid �hreabewmaxeQamxamir !ae map.raerdsaaa6Raaaaa� rna, TC pal'l 0271 361a 2.4 0650 •JX-hs 56 0-587 •2A371A ] 0588 .2LW he 4-5 0451 -12A2N BC 67 1 0954 1.7581a (-674F') 7-9 U78 1J241W (•324tn)I AI 0.%S 1.753 hs -661h5) W1a 2-9 0173 -UM 4-7 0350 6RSbs (-a9ln) 49 03'L 6MI (-233W 5-7 0.173 4501W Notec 1)Th'sds�m shomi 2)16t(]LsndHorzQta,e6e5via,aadhu'vaNddhiQadaebF<khdP�r�ePoaW�addrinonyebJadlmd m4'CE}l0asrdeemib)-feXl7Rxib Bui51yC� asCA LLB , �\\ N V1. 8L uanpad (1Cv-1 x0e0 �anvdvaeutl,.AhBIfN 1. Q 3 f�r. ),o>•d 1 Ins6 n cheap u0uas 6eTn�Mar.daave1-2D0:`5�242 � 1 Cq= AQ a)46ai 4cpb aw'n¢d_4w ryafdby pcAN901i /� 4)liaduI.W hd,gSOnzaashaalmMWFRSp�•teS_ 5)Fbnk Wl tTC y`vC���``��/� �' hmlc5mmfe�jv� iunaoa�e�u:mmnlwAa•w3kdrnfdu�lrz nhad;aot'�1u�jirt \\ �/ ,� PE 76051 � �` ST O 5 0'�` ORI'D i/Fss/o� LNG \\\N lIll ! 1111� N7I7�.4m1yordv9mllrfu�ufnib8ca.�naxa�a.'Ihenffmidn'dblruc'sbavafmd4 a'arhaain�ommssgpkilr'deTn�Mendauardrda Ira and W� �9' °rho( ionstk�hbjhBuiLg $I720M. B)ta)dy I1:�cAsmlmfi's3a�'Mr'eesamFaoaNpofaiaala�i¢rep�rcWymH,lfatnnnobtma,t.i ®wf and bYs'oPbQ ;mdwa5sfranv. i,c' 9ooe-T IrcnaozrdanxuiiF9i-2)62.Na.n� 1s"•-� ibBraui In}nnaelnrm�o6nitCnwlficf'pope(seddiaetlid'aom6n.Uavmrphe9ultie FaaX 1h PaF :u�tcpmrdphrme'afdb5db)•e-IS'u6'� asan l8m,eepbra'S 18:vli�i� eahgha.sm l8gevapbe Snn R76051 � i55U'.�MafiehRF-7134951 Southern Truss Companies, Inc. Truss: A2A t; SOUTHERN 2590 N. kings Nig2way Tme: C:ysrel 17ssI�g4r_r: de hmDm c«npxle csot>onsTM T8U58 Fort Pierce, F134951 Date: (A4M)8 11:4037.4M Thw COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10f1 %Lsic.r20177.1 [Btuld2) MatdFialL)atatrauveraioc> 156.5 Span Pitch 4Zly OHL OHR CANI•L CANrR PLIB Spacing WGUPLY 2724) 6112 1 040 0-00 0UU 0-3-0 1 24in 11416s � 27-2-0 �I 8-9-8 6-9-8 6-9-8 6-9-8 6-9.6— T 13-7-0 20-4-8 27-2-0 4x6 - 3 12 12 6F �6 lx41 P 4 n c 2x8 I 5x4- 4x5l 1 1 5 ITI TB 7 6 3x4 - 3x3 - 3x4 - 0-0-0 0-0-0 94M 1 9-0-11 8-9-11 r 9-0-11 18-1-5 26-11-0 -1-0 Loading General C & SlMrg Deflection ii (loc) Allowed l—d 414) - B6gC&: FBC20171 TC: 064(34) Wpt: 0358 L1892 (56) L/180 TCIL: TCR.: 20 7771-2014 BC; , on(&I) Vn11: 0J28 L1999 (5-6) LrM 10 RpMklmmrc: V, 13Fb: 035(36) H.Ml 0078 5 BCLL: 0 IXll.: 175 % QITR r Y-20 RCI L, 10 F4eCHsafSca'YMek 0i101-IIAJ W43.M54J (3f,03-15A) l4043.1334J (53-101.11SM (6043-80) (740J-12A) (8403-8A) Reaction Sl mmary JT Twe BreCnnG BMW±h M eel RgdBMMbh M.R— M.C. QM M N4dLhfiR M LbM M.H i, 1 !fi(llbp 5 HRd(.1 ] 88 C.—M—q 3DOb I,151bs - 41ON 410bs 107bs 1 4w C—M y 300n 1.151 b; 410h 410b¢ Ols Material Summary Bracing Summary TC 8P(ALai-2013)iR2W BC 8P(AL41C2013)CN4 TCBnag 9tobalmAx�ec3.50,I1x6deknWOfes BC&amg 9edelmAvfmat&9QAvrndjby0b. Vibs SP(AL§C&2012)*334 Loads Su 1)7bieesbashmd%�falx.ff— ry &u )Opsfboa—dndk badpindmdlnds 2)7T'sn�hssbandq�dfmfie$esofxidhukeaazrtku FYm2217fix4833fi6=14ftTkMFadZooeTr�Ndred n�sbAYf7.10�.86efo9 x6guaddndgae 160mPhubmS as�,fid0'F�+adC+t�tkSBudi^BCa •IIO'1AW,O—lBkl, 3)M.vnmuabra'e:t�ul:gus��..itiBCTatk1607J a.diaaLl](L=1f0.CCZmeWdh3fl 1msocvbaaapp6J Member Forces Summary Tabki d l MmLtIL}mazCSlnn>nteiC 0mtmmpcf ¢Yddfmi60uumexaxelka¢t TC 1-2 I 0604-2A49bs 3-0 0632-1JW4bs 2-3 0641-1844bs 4-5 0595-2A391s BC -46 0953 1.760 bs 'a76bs &g 0.441 1 2sbs-328ks1 &1 Ml 1.NA� (L'14hs1 Wb2$ AITJ 451 ks 3.6 0349 R931s (-2491s) 34i 0346 Ms 1s (-2471s) 46 0.173 450bs NOtec 1,7bu Lv@sb�vi 2)Agmdly dIhaCRaairwiala�dhvzmNdA>sasduenFCbadpksbcaepuegmevdd�im3rbdsdkwdut�pwdacQ F}.0asadammlby1r717FtrkiaBuhOSCod `����111II1/1//// 3)kpairyatddfamiFCq�100,lasbalFRS0 mS.6,:c-1)SI�I IIitamrda��A1•SJHl1. lv 13 lbirytaeLealr4oamd 4ahxas�ai66dbyleTnmMmad .veyr.4t.91fN 1• +Snm+_42 �\ N s`l • �+(� � ,/�� 4)tmlvdyd6�lavdmMll'FItSOdj'kedvg 5)FLabmeimTCPmbredamarlkpav�dsn'umwu.�emp6enexbtandewH2d:ai&yibapntndsamxa `.- �•� kNGEKS _ P E 76051 i r r 1 L - — l 01ST O 4L- ORIDi.' 1111 11N . tXRiff.MpSdA'sday�'ndnlhe6.d3nibhaminm.a�.Tlririmofb'si�shalrusislamimd�¢jseaulnyubetmasdbytrTnmMamhac Qsgc./.smlmin,4aa'gbd®ae�xxdpafcvvulmgimigr�ae;dn•al�'f W rde 4�beamaaq atdmtglv�dirufmmimasRatlyhFLlict BIiazIM BlCaldy tmndaaadbi'`-+Wm^9mgTeCm�pn^XlrchamnfanraEtEiQi-2762_4lmrmaapMaeie'Jlgaageud$bq tetusmnP*exdei�4bwi5a.4emv paevnitx"lnpomrelof emKCmealCib pagfand'Gm�®]uf timNmmnvpba�albe rdeilp0eveefoWidb�•a=18'xhifiidizbu�l8pueepheaS9lff,Wui.ndi>.txa higheernl8®�epkr \, 259011:miEDtFLP..M4951 Southern Truss Companies, Inc. Truss: A3 SOUTHERN N. king; I righwdy � a51 �� &r M659+ Fort Pierce, F134951 Date: 6114M18 11:408AM p M Trim COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pa-w: 1 Of 1 1i;4siax20{7.7.1 [Build2) 1 Maleria 1)abataqe veraiax I_-W Span Pitch Q, 0111, OHR CANLL (ANfR PLIES Spacing WGI7PLY 3-2-0 6112 1 1-1-0 000 0-Go 000 1 24 in 1121bs 24-&0 —7 t-4-0 II _ 6-9-8 6-9-8 6-9-6 2-9-8 'r r 6-9-8 T 13-7-0 ~ 20-" 23-2-0 ` 46 - 4 12 �6 72 6� 3x4 / tx4% 3 3x41 5 an' r` 1.544, 1 6 5x4 - 1 � l T 1 8 7 ,0 9 3x4- 3x4 - 3x4 - 2x6 l 0-0-0 0-0-0 9-0-11 9-0-11 5-0-11 9-0-11 f 18-1-5 23-2-0 Loading General CS[ Summary Deflection L/ (loc) Allowed. L.d (pA) H11; Cade: FBC2017/ TC: O64(24) W4Clt 0276L973 '(I0.1) L1180 TOLL 2D THl-20)4 DC:, 098(10.1) WILL 0086 L/999 (10.1) U-240 Tom-: 10 1LpMb l—: )b Wb: OAd(5-7) 11aCR 004u 7 ' BQ2.: 0 J201_: 0% CnvFear,F--Z0 10 rbeGHas(JW'Y4ml: (1}]0]•IlR) gb4D,7-1554.) (30431-926) (4003--15A) (5:1-9,4-IIX) (&1-12314X) a-M3-890) 010-3 L) a , I (90Q1-12n1 norws-sm Reaction Summary Jf 7a, BmC. lkcWtl4 Mab®1 It3dBrzMUb M-R d M.C( ,lbf8 MaxV" AYe Maxlb68 M.Ibc. 1 F530v q ] Sn G—Maaxay IV, IA121t - 4Dl M - 01 fE )89tt 7 HP.Ik%%4q 1 4k CM—" IV. 9%M -3S51. -355bs Ott Material Summary Bracing Summary T'C SP(A187.2013)1022x4 Tca.&g•, DohafarAxitat1tI41,Aai4demby04in BC '.;P(ALYYi2013)4R2x4 V76q 3•{A1 BCBrem_v: Shsfw YX2Lt2)iri.�.c4 LoadsSurpIlAry grbstughaslxmelcp+odfaMdF 2)7Li:r�Falm�;-Lndfabe�asaEwidY>ad;naaardut¢I�A4E'J-lOnill�foliaigusTdd�diQ¢160oghiainagE<p vdtmlopsttmmdn3dr�emaplta®amd; arGFvA;'&dzadCn613ipBudi:�gCz�D0�1L(IAOuaI&k Dims27.17f.4R33ftb-14ftNIEDdZ^ 3)Miunomo aga Tna YT twaAv*m .a dD L-IIO,(rImeNA3b -kWigb—.&—iblBC bE1(07])asMbmappW MerlTber Summary Teb eid alsMmbclgmy G9nsu a3e rmt(nmaan peraa YdBmmOw mxaaelro Tc 11-1 forces 0271 361. 2-4 0644-1,452It 56 . 0509 0Ix (•7�) 1.2 05.46 -)A%I. 4-5 OQD -I=m 13C 17.8 1 039.0 7041. (-3196s) &10 0x87 =U (-293ba 10.1 0976 IA381. 'dYlix) Wba 2.10 OI71 •4451as 4-8 OW121M (61 b;) 5-7 0456-IA69tt 410 0.329 693bs (-2341t) 5-8 Old 252bs 6-7 0019 60tt (-22It) Notes I)Thud'slmvalW.'rE7-]OasrScm3a ±)Vn(Rardfta(Ranreleiilardlav'rnca.r�iutAimhe}edpLtlwapaxryumlaf�3deb8sdlud.a.opR.lea0:0 •tr707Axi4 Gdc LLi(Fua.l)x09 Dli�aandvu�+dl' A!9/JR I. ��\ � NA_E3�Fn 3)A4tafa•aadfa4v,Cq`1OD,hasbmappklobepheYbvallre oo•.k valaxnc byhT4�Me>4ond:apaA151)fH 1-220M&d o24.1 ��/ 4) DR FJdtE1tJLACfhbalraaaia(C[R)mFvdatid ia{s)a6avlAa�dClRm abcadalatlyd'3mwykaad,sDWEBCLRBRACL- kralmeiabQA andCalnultrauw ve \�\ / \ 5)U.d.Wyahr 3ixtb.W.M%TRSQ0b•bed"4c. 6)Pka3;bob1a4TCladhulam4abep�pdm®mm,sze:ulwmabaan �bbaa4la�laaJmmaaaat,�ey:a = PE 76051 it r r [ I I\ ST O ORI'D Ill f 1111` WCiCEAm(rvd6wdci�Aalbefimehdb6naamnaname71,4dgn'+oCM t7m5m•Aastont�,teaiLe:�&•i4saa�ar4xadlmf�iealaLma:rgmpansdb. idi+iinlnesRla•niood3 oa'vnwd4a}dmxr�eq buh7ner.Mandaoma�dreLc�gonbeamaaq aodmrtpl�esdMbfaveim!afM4byh&d5�g l+�•r e•btsmmpm44mp,�v4nsaleanvry_aw.lec-ingaraald<.aam3�c Brim B6a)dy mmda�unfb,•Sn�tmStare-TeGngmplrcneamtensaLlF�t,276'...41accnxpl,4aeie'LpaageuJaf� a1.NeS'page(araadmsaurmaae...amm�mpl,4asribe pnniiulphtcasfot*,sllpa_Ig'a6ihid::�aanl8e�ucePl+earSV]fi,vhiil��sahbhbcn l8 pa�epbe g,nE,g:1fU51 259U\him A1ho_A14951 Southem Truss Companies, Inc. T=: A3A SOUTHERN 2590 N. kin Hi sway Pr Nwic: Cr):aai Tr=D=glcr dhc �� � 3c0IDasr miss Fw Pierce, F1 34951 Date: M4MI811:409AM Tnm COMPANIES (800) 232-0509 (772) 464 4160 (772) 31 M016 Fax Pam: l of 1 V!,icx - 2057.7.1 [Build 21 Mataia1DaWa Le,.wsxy 1-565 Span) Pitch Qry WL Olt CAWL CANT PLES Spacing WGI7PLY 32-0I 6,112 2 (10{1 ON 000 000 1 24 in 11011n �[ 23-2-0 F 6-9-8 6-9-8 _ 6-9-8 2-9-8 i 6-9-8 13-7-0 204-8 23-2-00 4x6- 3 12 12 16 fit 1x41 3x41 r 4 1.5x3 l 5 T O N 1 4I 1 T9 8 7 6 3x4 - 3x4 - 3x4 - 2x6 i 0-0-0 0-0-0 9-0-11 I 94-11 5-0-11 9-0-11 18-1-5 23-2-0 Loading General CSI Stimmary Deflection L/ (loc) Allowed 1-d (m) B8gC2de: FBC2017/ TC: Ob4(2-3) TbtM 03 is LIM (9-1) L/180 TCLL: 20 TPI I-2014 BC: 098(4-1) VdIL OfAn LIM (9-1) L/240 TC13L: 10 4MbrU.aesse: Y. Wb: 046(46) R.M, OfNn 6 BaL: 0 MIL: 125% GamFamyitu=?D BCOL: 10 1%x(1ltxs(JarXYMg): (13.433R) (200IS,14.) (30031510) N3-9A-I]X) (5]-1'-3190) i z ) Ch038AA) (8041-12A) ' (90-W-W) Reaction S1r mBmCms16yO Jf Rae B.%Mffi M.W RodfkeWN, M Pe M C2•LK0 M V"bf0 Max 1.41O M.F-k 1 fSo(n69 ) 8u C—Mamxy 3D0o 974 h; .343bs -3431a W& 6 11RW(N4y 1 4u G—hb..y 300u 98M - -357h .3571a Ohs Material ry Bracing Summary Tc W(A1'Sa�-2913)$02.4 TCBnmg 9eiWrrR.iawt}logAris lyafrs BC SKAISY2013)44h4 BCBafiQ 9men1 Wbs SP(AL 9C 2012)402x4 Loads Summary I)Th'svushasbana�t �'esdaeolD(�ho.mdr,ab�ma(a,sa®aba� z>rnebmnazba>,a�aFr beeasarwbama�na�aaoh.�a�E7-lo�.a,baromaflg�a�a:,.� F6aambwmats�,a<ch�,•E�c�trRarar _� u,yBn=Im>,oearHH� a-27J7Rx4B33f b-)4fLMXSAZ—Tru N,*.,d,.b-63.dDl.-1f0,CCZ—Wd63ft 3)M}uarensr M.,Isbadrguaonefaa¢utIBC756w:16071haznutFxmapp[d Member Forces Summary r br'd a�MWa arcs mxax6lr D �1r.r�adaa asm aoxax�r.o� Tc 11-1 0m -1661 bs 34 0617-I,022ft 1 2-3 0641 -1"M 45 0509 69bs (-7hs1 BC 67 0397 'm1. (•3211c 7-9. 0g92 8Q1ht (-297W 19.1 0992 1A43 hs 46N Nibs 2-1 1.172 -7bs 3-7 ' OD49 13Dbs (bibs) " 0458-1,17obs 3.9 0346 6971. (-24714 47 Q)Q3 252M 56 OD19 601. 622bs1 Nam 1)Th'add<m'sFmsimE7-l0asrdcmmlbyfr7L71in:1aBuMogCude }, .. 2)%MCR_dHB rj _fb wvdaudlveamlddkm sduzb6ri�dpislxogsmugooavdd9sm3xbdodhad,mmpr�azD011+(ICa-1)xrlll I]b^---�=.�aAt•E11rA 1. \�\ �h�`? 1111 . 13 3)Agsacfny��ad6myCq=]A1,IasFxinarpfalbhpbxhaaOrsarwx�wf�asgr[db�6eTro$MaademicpcAl.B1IP11.20(R8�o242 4) IGV a hual�aia(CfA)rapndadehofx{s,twnRausdCi.Rmuahodgodl'damall'hrmdsDN'WQ.RBRACE FinatrreivabQR mdd'egladhambx \�\ gL�. . � � � 5)Lgduidrplfirzaoue�vdmMN'FRS(b!7•I�re � � � t � 6)P§xs W Wa17CP�6rmlammhP��ax+^'�m.a�ucN^^mprudc,mbhi;sddall.agmh„dsama/�piti ' � PE 76051 _ I � ST O 14t `, ORI� K7)1(£Ampyaf •a,,m 86� 3nrbe(miirdbfraamnmuam:Theigmofidninibnlnffi"slmwlmd�naeuaodraluei>rmssgpWby/pTrsrs<MaruWmanin•L beamas and '{`° nmay�on�,ru"'ea'a°'raN'b,•tr»'aTr� BrianM.B ^i� Mg'�1 4 cerFdeaiarel^qie^i's�'fahefssamgaxve,Yaontosn5a:lrmsc��odfe'L,portanbrfmmunsGrnel.^ia'pegcfaad,5'aolufmm¢n.Alao�moc0laashalbe cCivy�n}lmnamn4emvlsE42-?7(+..Nnmucrpbisare3l®�emhs4gi Snn&gl fdphtmec0,5wwihn•a=1S"Wufivdwuan]Sgasaeptsea"�'la.W,mi.Sasa v,tin 18 �' Pie: is90T:F.'xxslld�hha¢fl3M.t1 Southern Truss Companies, Inc. Truss: A4 dd9bbbPnjectNarne: SOUTHERN 2590 N. kings 1iighway Crystal c�n> TRUSS Fat Pierce, F1 34951 Date: M42018 11:40-39A1:1 xxxl�5 ~�1 T71L6 COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pag: 10f t NE,icn 20J7.7.1 [BuiI i 21 Material Datdw4 ws"or 1565 Span Pitch Qy OHL OHR CAM- CANER PM Spacing W WPIY 27-2-0 6 /12 1 140 140 NW 04D0 1 24 in 119Its 29 , . 1Imo_ 1 6-9-0 6-2-8 a7 � 6-2-8 69-8 11-4-0 i 6-" 13-0-0 , 73- �0 20-4-8 27-2-0 14-2-0 5x6 HS 181 Sx4- 5x6 HS 18 / 4 5 6 12 12 6F— 16 tx4 / 3x4 / 3x4 1x41 3 7 ro 8 nd_ dd n' v� dj Sx4 - 5x4 - .L , 9 T 1 4 ,2 „ 10 3x4 - 3x3 - 3x4 - 0 0-0 04)-0 9-0-11 9-0-11 9.0.11 I I 9-0-11 18-1-5 27-2-0 Loading General (St Summary Deflection L/ (Ioc) Allowed Iaad (ps7 13tlgCade: FBC20171 TC: W(1-2) VnCR 032a LW (12-1) L/180 TCLL: m THI-m14 ])C:, 096(12.1) VnIL (] a,h L/999 (12-1) 'LO TCDL; 10 ltrlmore: epMhVx VAb: 032(5-M) 1b aL Wi, 9 BOLL: 0 IIOL: 125.4 GapFam,K -20 BM: 10 pheCEa (k.74'Y k (13,10]-11D] (]fH(3-15fM1] (3b13]A26) (44Q14;13] (1""4) (6U434Ui) (7h13.1.9� (800315.54J (93141.11A1 (IODQ"v4S41 (IID41•I241 (12D41380.1 )2eaction Summary A Type BreCmlbo " B'eNBh Meal IR4dBrRNNh M-Rd M.Ga •1Nts M VkWLb% Maxl.66fl M.R ix I Ha V4 _ 1 8a Cm M—y 3DDn'. 1,18DU - -467 ha 4671s 88N 9 iIRN(Vklj 1 Ra Cw Masmy 3DOa 1]5Dbs - -%7hs 467hs Ohs Material Summary Bracing Summary 7C �(AL£'Y.m13)+22v7. Bc 8P(A!,S' TCa.ei 9n14e a;e4610200 2013)*2Z,4 13c1 9xafefarP mall-2-QRa6d mly� VAs Sp( Al 2012)02c4 Loads Su=ry 1)7b'saasdesixmd:{vdfat 2)Tlusaussla 1mdsLaiedforbaffasofradbadsnaandarcrA9�7-10.sAMSoWiogmsddadipe e& bIOp Ai dxa*.v dp,sdosdlxsd; IfOuphW:oaeflpnarcGRSyEdaadCal#7p,Bua'vSCneccq•ll(I=IDDJ.O.ea1BBS Dbs27]78u4833f�L-]4dTbtFndZmeT�I•l4cmdammm'daAf17-=]10,C>=7meWdh3 ft 3)Miumms�ega ha&gbamd--iblBCfabL)607.1hazndbmappkd Member Forces Summary ,abe��M ,1x�axcs�aaxw (�xs�rm�der�ex6�aa�xad,ra� TC 13-1 0271 36hs 4-5 0533 -1 W1. 8-9 am-2019hs 1 OS&1 •2019hs 5-60533 -Ijwhs 9.14 0271 36bs 2-4 0-M -1 161s (A 0372-)816hs BC 9-10I OL%2 1.7461z 16321, IM2 OB74 1.1131s -289hs 12-1 09e 1.746hs-9911.1 Vlhs 2-1 4167 a3.5M SIO 0319 678 hs (240hd 5-12 Noter MI. 0319 (-240hs) 8.10 4167 -435hs I)'!tr'sd%�ebaxlmA.R67.10asrcfammibylx+�7fixitaB�dTugfLde 2) \�\ 11i. SLP N Ve Rt WH-CR, nr —b id.Ahcamld9aarsarn6ehadpls9euepgmpomyofdllripodebde+dls+d ompudasQ9 tl+(I:v,)x�ilaaaanla�a�A1•HRAL .. biephe6tra �nuzl nwlxeu ddb /eTnxsManda-mq.AM R191-m029�242 �% 5)Lad¢idtplftmrnxabaa>imMgaLsoyhsdis � L ` �� � j � ' 6)FmbmkdelTCp PE 76051 it -d 1 ST O 1llIII}111 h1717(SAmPYdA'si{ $al6efuoiL�bfineeusanmcTl ie;'moth'si�vddnea-sbn.aimd�aeaaMreFdmmcagpWbpCeTnacManffae�eani�da spm(raosaaq•osdoxg8v�sd,e'vfmm[nmfahbyhBui4g Brian MB Ds�cA�lmhn3eaiigadiats rmn�ex�bs•Si�ms�sxgTeQm{arl;Innanuda�msB�L•SR-z762..ttnanxrphaere'.Dgauncudasfe�nlphesvr'sroM1wdWa ara���bi�ta<�m�,yeal�m�ss+��p��dhe-1,�wxn,ra,mobKGma11:�Tr-r aaa�ethr er.,uo,a�ph�saax :1S'wli�i�&zuaols p ug�bta'3e]S';W�:aitianah;ehasssonlSgnusephe t3a°F'g'i.760's1 2590Ni:nas RI{r¢R30951 Southern Truss Companies, Inc Truss: MA SraU7HEilti 2590 N. king, Fligiiwdy � tom. cusw canpon rd St>! IDOrLVT" -MUSS Fat Pierce, F134951 1311e 6a 2n1s 11:4040AM T—N COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pav: 1 Lf 1 Versi(xc2017.7.1 P30d29 MataW DdWm_c veraim 1565 Span Pitch Qry 01L OHR CANrL CANrR PLIE Spacmy VJG PLY 212-1 61112 1 140 0" 00-0 030 1 24 in 118 ft I 28-" 1!-4-0 F fr9-8 6-2-8 0-7-0 6-2.8 6-9-8 6.9A 13-0-0 1 7 20-4-8 27-2-0 14-2-0 5x6 HS 18 \ SA - Sx6HS18/ 4 5 6 12 6F— 12 �6 3x4 / 1x4 \ tx4 / n o_ 7 us b � I � I a 2xa l 5x4 - 4x51 1 8 T' „ 10 9 3x4 - 3x3 - 3x4 - I 04-0 0-0-0 9-0-11 9-0-11 B-9-11 94}11 18-1-5 26-11-0 -0 Loading Loading General (S1 Summary}� ecdon L/ (loc) Allowed 4.0 BB3fadc 1BC2017/ TC: 059(1-2) Vn(3i OSSh L1876 (8-1) 1.1180 TCLL: 20 TH1-2014 BC:, 0%(11-1) 32nIJi 012n L1999 (&9) L.240 / TCCL: 10 R�pwl. a—: Vc vAh: 03(565 1b.(R 007b 8 BOLL: 0 DM: 125 % CmyFeas.Fa-2D BaL: ]0 !%eCHamfBaXYlvr_j (19-10J-11.0) 1'20445j4.1 (3D13J-926) (400-W.) (50-03-0µ) (64AWI) (7D4345541 (93A01-1190) (90-03-ml 00D01.12D.) f114-LW) I Reaction Summary 2< Twe &AVAdh Msael RudBm3Wb MuRmd M.C.,Ublh M.X%wLb[fs MsLbm Max)3x6 1 1fi(up 1 8n CmamMa y 31)0u ,181 hs - 469hs I .469hs 122by 8 IIRd(Wd4 1 4n G.—M.." 300u 1,142bn - 4091. •4O9hs M Material Summary Bracing Summary TC W(A305r2013)*02K TCB d* 9-t4. ys4-fiJMW BC 9'(A-9C&201-TM2%4 BCBmdV SiaMIRAcisel69!l,ILiad�mbyOMs 118a 9'(A197r2o12)N3h4 Imurary Loads Su 1)7h'sn�}asbevAgs�edtRh+ttmsdxu 1o�mm� a..a1«maplaatiemm 2)Th'sv�hastmd�q7dtRhdfead'.ndmaso.m>aan�7-)oaihefa:guvratmii�¢I6oapt,utim4FsP�..cR�HF a4.de�taaraaar.�es.�•Bn=lmloca138s I]'ms27J7tk483314h=]4QTitFd7 Tm$Tlyradwbm®ded011=1i0,CCZ—Wdh3h 3jM6mmlmregacmd�bn®danmdh33CTabk1607J hasrtlmappkd Member Forces Summary TebYndat MmivlDmea(5 mssvvlfaq/mawugLfmdEBeva6®m3xu afaaq TC 2-1 0271 36m 45 o531 -1S81 hs 7-8 0586-2014hs )-2 0589-2A'9hs 56 0539 -1mb 21 am-IB181z 67 0577 -LOJ U BC &9 0.954 1.7361a b685fc1 9-11 0877 13031. (_341 h1 11.1 a%d5 1733 hs (684 1Vhs 2.11 1 0168 436M 5-9 0334 6821s 6251 hs) SL 0314 6771. (-�6m) 7-9 Ol(3 -437N 1�� 1)Tlo;hslaoaiaJ5CE7-,Oxsrdaamibyfr7117FtriiaBudTasCnde \�� Ni . BC�i 2)1M(7t.ndlio¢(,ita�ehw®lardhuvnmld4ffisA�ebi,<6adRlahaepmrt�pomad'hOssioAead®dled,mmpe7asDO 3)A¢aiymedfamr.Cq=1o0,ImsbaupR4dohpmehtralre>;e�dsymwYxu�mfi�b�hTrmsMm.daempeATS/IPI1-]0(RS®m2A2 4)Bmilodcl aedaimgeppmmepm&* / 5)imltidlpih�mmshadmMNR•RSQdi•Imd e � � 6)Poa6ae1.1T(: I 1.n1¢mahpm�.®unsaeuldsmamh,d:,pb„�mh«;;� � PE 76051 rf I Jk— { 1 ­0 �� ST O II Ii7I1�.4ayyofA'shvEo9a16eLn�7�eiohc®onaeaaocT6edgmofiui 4+iinlnusi;hae)md�movuydrQiiemm¢a4pS+lbyf�Tsu�Marsd eieanirdssymhamuag aida.npla�ofhuf :,oa foray haB�uN; Brian MB 1Ct1dj, Dwya.A�imfisbae8^�aPd�)�^s+*L�'��lfRket�m,�.na.dq dcraa5sha.vluuoldh'Irt�ResWdmmnm&Carel.�t>�'le{sfvadiii�.vli,f im.4lmm�rpha�allr ����1 nmuRamalbyS�m,Smg%Cm1m�IrcilemxMn¢a*hE9b2762_41a.menrphawr:Ylppugem6shspdnlphe.�e'sfolwlN•x :IE'vhiiriduuen l8gewephnR'J'1S,diehi.tiscah�lnfinlBQalpept�a: 2590):F:nccHgl kPL.xFl349:51 +' Southern Truss Companies, Inc. Tom: A5 eat SOUTHERN 2590 N. kings i-ngixwy T��qxr. ck TRUSS Fat Pierce, Fl34951 Dare: 674n_018 11:40:40AM Ca7W)CMSoh,aias— Truss COMPANIES (800) 232-0509 (772) 464 4160 (77_) 318-0016 Fax paw: I di Vrsim 2017.7.1 [Build—'] Material Data&r wrsim: 1565 Span Pitch Qry OHL OHR CANrL CAM•R PUB Spacing WGDPLY 27-2-0 6A2 1 140 140 00-0 (3(10 1 24iL 112ibs 29.1 M 1-14-0 6-9-8 4-2-8 5-2.0 4-2-8 6-" 1-4-0 , 6-9-811-M 76-2-0 ~ 20-" 27-2-0 5x6 HS 18 / 5x6 HS 18.1 3 4. 12 12 6F �6 1x4 \ 7x4 / 5 nd �lb v5 7 � 4 Sx4 - 5x 4 - 1 6 ' T 9 8 7 3x4 - 3x4 - 3x4 - 0-M 9-0.11 9-&l1 0-0-0 9.0.11 9-0-11 18-1-5 27-2-0 Loading General CSI Summary Deflection IJ (loc) Allowed LIM (pd) BBgcndc FBC20171 TC: O69(56) WX 0..44n Lnu (9-1) Ln80 7CLL: 20 7191.2014 BC:, 0%(6-7) W1L• oln L/999 (6-7l Lr40 7�.: 10 RpMbrlmms: Ys Wb: 0-1(4-7) H.CR 007n 6 .BCIL: 0 17CL: M.4 oapro..K -20 BCQ • 10 PLe01iffi(1maY4gRt (1,3­141-IIA) (20O3-15j1J (30-2•'-11J7.) (4D-Z24IJ7J (63141-ILA) (W43-M) (800J-12.0) Reaction Sn Y 37 7we &xennto Ebxyk% Mew RodBm%Vhh MasRmd M.r-,Lbih M.VAALbfO Mxxrbrdt M.Hxe 1 Fn(WdO 1 8i, C—M—" 3DOu ]J67ft - 467hs -4676s 721a 6 Hpa("1 .1 8. Ca M—y U*In IJ67bs -%7bc 467hs Ohc Material ng Summary BradSummary 7C SP( 2013)A234 TCBrnme 9a*4.,q*34:20000 BC S?(Ai�2013)922c4 BCBreng S.W.PaFsm7-0AP fodnimby0h- 9am S'(ALSM2012)fOW Loads Summary I)76'emssbaslmd:sQnnlforh0—dw1Opfbo d.dhebmdpisdmdbn& 2)7L'anelasb®i�ettate�as�rndhadsua�da •uiiAR'E7-IonE,befob.B�mddedipa lCOmptiui:m4BV�4B�NFi�+lCybbF4��eSGe�•BO-lDo),O+ea1Bl# rann�4a33rtb-1en)•tl�dzm�T�,r:�,:md��ncz-lrn,crzm�wdn3a 3)Mooaonan�a¢6adogunaudavavtIBCTaIt](O7J hasaxb®appfni . Member Forces Summary 7;b�;dM�,wm�ca�a� wgtrm=r�r�®a�awr� TC 141 0271 36hs 3-40612 -IX7hs 6.11 0271 361x 1.2 O695-19433c 4-5 afiu-4747Ls 2-3 O6.4 - 747bs 56 0M-1943hs 13C 67 0965 IA75M fifths 7.9 0913 US 1. (-419bs 9-1 0%hs5 16)5bs 6-7 Nbs 2.9 I 0171 �ldla 4-7 0219 551k (-174N 39 0719 5511E (•17414 S) 0171 A141A i des: 1)7)o;des'ebn!dmA�B7.10asrdamo956yfr�77Rxi5a0dfmgCaie I / \�\ N M • BL([��] /�i 2)WCRaodFlmCltuekwfala,dls¢"vnWddhnnsdamlvehediiafxae{saxnpmaYofddimndwdmdYsd,mnPsdntR9 LL+(Ka.1,xRrl flanoa�srrsI1A1•Hlt'R 1. 3)Agmiyoxiadfaop:Cq-1DO,Lnalxmaµidotepkelnmlrganmha�valnss4x<fulb�leTsasMmadamepcRSlfN I-2o0P.5®n2A2 )B�Re � \A `7 X, [}. , SJLiroSuidwfPommnela+HmMq'FlLSW'badb �\ V�4�' 6)fhtarnml.(,C i hda�a3��o,maa�mt�,displaarmkedsna�fs�p:i; == f PE 76051 � L I I � -05 �\ ST O j -- Qs ORl ENG��\��� 0f�tALtl1`��\\ NJ17.4mQyd'6'sdslmd®ibefun�otra®noxvame71w4A'.pofh'sid+:iulnexi;laWmdslpiaty mdmpumxsc nq¢dbyteisuaMvadamaodrd�symhramaaq wdnvoplxnacaffrofmrnfonrdfahbyh9dl:� R�icA�lmfi's8as{�idaannngvnxorpofe'i.a(mF+�FN�'f feme:m{r.mdngn9.sanSelemsvwl�fr"lo}nsnln<imb`Cmeal�m"PaBdraddievlida+oaem.4tu rpbudulhe BEM Bkaldy nmwfaa.artyS�.xiSmg-7�•CagamircnnmdauxuihFSB•2762.Noxaarpklsare7(1ga�uml�fieTmTdp4xsosefnknsaib�•e=1E'Widiisdslml8pas�cpbem5+l6 ;v)isbi� 1sa Fippm�n l8gnpgise SmnFi��7H151 2590TtiseS AWx834951 Southern Truss Companies, Tne. Tnlss: A A 2590 N. kind FI wa SOUTHERN� Y ProjcctName: � TruzLLtii_n:r. dhc - TROSS Fort Pierce, F1 34951 Date: 61140-018 11:4R41AA4 TM COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: ) ot1 Vtnim 2017.7.1 Pild 21 Material Dratalia_e verwn 1:565 Span Pitch Qy OHL OHR CANU CANrR PLIES Spacing WGITLY _77-2-0 6112 1 140 1-4-0 OOU 43-0 1 24 in 113 N I 2s-10-0 1 -0 6-92 4-2-8 S2-0 42-0 69-8 1-4-0 1 I Cr9-8 11-0-0 16-2-0 20�-8 27-2-0 5x6 HS 18 / 5x6 HS 181 3 4 12 12 6F 16 1x41 1x4 ) 5 m 66 d n 2x8I �j 5x4- 4x51 1 1 6 9 8 7 3x4 - 3x4 - 3x4 - i 0-0.0 0-0 9-0-11 9-0-11 B-9-11 9-0-11 18.1-5 26.11-0 Loading General M Summary Deflection L/ (Ioc) Allowed 1®d (pd BBgc im 5BC20171 TC: 0.70(1-2) 16sM a4d'n Ln13 (9-1) L7180 Ta.L: 20 TH 1.2014 BC: , 097(9-1) Vn1Y• all u LN99 (67) L240 TCM 10 4Mtrf.�—: Ys Nb: 022(47) Huck OO b 6 BC L: 0 M1L: 123 (}s�ra�,lra-20 B(IL 10 14xffivs(haXY4rg2 (131g1-1 Ip) R00315,4J (3a22.11Ja) (a02}71'.1W (5003.1551.) l(3141-119W (100341Q) (804j-= (9NOa3Ea1 Reaction Summary Jr T". I &¢Cady, 1ie11ah AUaml ft dBreVft MVPd M.C.,LbM M.%WA kW M-Ltte Mahe@ 1 ph(%5 1 8u C—Ma�q 300u 1)67hs - -6671s -467hs P-hs 6 H8d(1Va1) ! 4n Cm mmavry 300n 1367W - •4671. •467hs Oft Material Summary Bracing Summary . TC 9?(A1S062013)422x4 TCBrxig 9.b4 ugt3-42= BC 9'(ALM552013)0234 BCBradg 9xahefarAvLce�611-0,N.fohiypFyt]Ins Atla 9'(AL9QC2012p334 Loads Summary 1)7b'k—b.sb®dekinlar#.ff t wJOpstba dxrdk-J dpknd®dbu& 2)rh'sms{usberd'ca for6ediaadr�lndsuaanrdaum ]- 10,,6&fbigua66Wipt 160.0uH--;EV.. CFt&A.Al'ubW*%1*0igCacgal•n0-IBUAO—Ift , nva27J7f¢4833Qb-14tN30dZ=Tga ?1affmdw1mvilaW D(L-1,6D,OCZ=Wdh3Q 3)Mim>msvagsachad%ba=d.•.'A&MCT bW 6073 hasWb®appet Member Forces Summary TabkiSaaxMmbelgmssC6ymaxax d[ (g:umgcfw¢adB n6 mrmxuelfm� TC 14I 0271 36hs 3-0 all -W7hs 6-11 0271 36bs 1-2 0696-19431a 4-5 044-1,7481a 2-3 OAS -L747hs 54 a653-1933b, BC 16.7 Q954 1a75hs 460W 7-9 014 12921. (420m) 9-1 090 1,675bs (-Q61A wft 2-9 V Q171 -414hs 47 0219 551 hs (-1?4bs) 39 Q219 5511. (-IRhs) 5.7 Q172 •415M Ndm 1)Tkid d kb-daah9.E7-l0aasdammlhphr]Q7Fb*&AftCode 2)VnCRaadHo¢Cl�tne/iewimlmdhmrumldAzamduetFeY»dps6caepaaaeadd9s6mduebdmdlnQmmpmleslMl ll.+(Ka-1)xf3O llli�emdenxubAt.9lfA 1. ��\ {�\v "' • ��c^ /��/ 3)A:pr4ymredfaar,Cq-f Oghasbmiapp5edolry§ehnaha®nmdc�wlxxasspnf db70icTne&Mar.danmpdR31fi11-=S®m242 4,Awidod�a+BYi¢gebpmvappdrg �N ��i'' 3)L'eeluidy�Wr®�mula+almhfN'FlLSOJa•L86e � \-\GENs�c`����% \ \ / 6)rhi.bmadal7rp b�l�mm6 m�.a m� , ldepra�, ada�4 = 1 PE 76051 L l 1 -4 N STA O /�— !%�'��•S ,4 ORIDi T17I10E.4mpyiddd�'sdait Sm16e5xaAedtlegenooma¢rilwigfifsiidviinituxFhnalmde�aioWrelu:m�masppLdWlrTssseManuFeamvdd ymlramuaq Wdxq�voffed in�krhb7lxRitGg Bean T'1. B1Pald), neymAsmlmlfsdres�ngidiaEamT®^�P��°Qp�B'�lfs.Muaavgmald�dwa.Sdeunvlegandle'7a3rwrtlnfaoamn&.G.aa11•ha"ingfaadduawlidmoaiinA[mm.nrpbesdwlh gHOde0➢g)6y Snymd�Sagii-!mpadl;btnamxhsaxud�E41-2)62_4lavnarphtsart31pnu3esnk>slx�.afulpbts'vecfoGudlp•a-18'o6it,ndut¢m l8rnephem"Se1S,Wu4:diaaelobaasion l8pae `•+��8-p)6U51 10 2YAX /;n�144sii}imFUM") x Southern Tk-uss Comps' 'es, Inc. Tmss: A6 e SOUTHERN 2590 N. kinighway king H PfOjoaNam' Tru�; IJdiimycr- CrysW Illy y Tnti ss. Fat Pierce, F134951 Date: 6742018 11:4lk42AM Taut COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax NiF 10f l Vdskm 2017.7.1 [131Iik121 M.ta; aLtaL,e wmw 1565 Span) Pitch Qty OHL OHR CANPL CAR Pills Spacirg W(4T/PLY 272-0 6/12) 1 14() 14-0 0()0 ()00 1 24in 1251h6 _ 2s 10-0 Ft 0 I 54-15 F 4-7-0 4-7-0 37-0 55-0 + 1� 54-15 B-0.0 13-7-0 18-2-. 21-9-0 27-2-0 I T Sx5 3x4 - 5x5 - 3x/ - 3x4 - 3x7 - 0.0-0 0-0-0 9-" 9-2-0 9.0-0 9-" 18-2-0 27-2-0 Loading General Cg,%nm>a>y Deflection L/ (Joe) Allowed l.md (p) Bl%Co&: MC20171 TC: O.U(&7) 'him.ozil LIM 17-Fj L/180 7CLL: 20 7A1.3014 DC! t o94(7-S) 1htu-. omi. L/M L270 7�.: 10 RgtMhl.--: 1i Wb: 023(4.10) H-m 008u 7 BCL: 0 ])GL: 1751: C.tF-.,lu-?0 Bcm: ]0 3heCfias(1t¢A'YAogh (1340J-11A) 2"Q -15343 (30-13.12A) (40AMA) (51113MA) (60 4.1-1534) (73-101-11A) (9IKL1-]2Il1 (IDJ-]23-8.0.1 Reaction Summary _1r _ T— BmCadn BrzWdh Maval R4dB3 %Vdh M.Rmd M GaclbYt M 1KdLbffl Max lb(6 M Hxb 1 Fa(Nhq I 8n G—Matoaty 300u IJ671s - -467 fa 467ts 661s 7 HRo1(Nh1j 1 8b Cmu m—y 3o0b 1J67N - -167 is 467N OIs Material Summary Bracing Summary TC SP(9ffi2013)R-IN4 7CBaIRg 3tcf�al4fiaaa7-gpchtdoo�tbjGMt BC 91(AL9 M13)402M BCBmdoK SlcMivpafaet&741,AaGtde�nby(r Fos SP(A1�2012)i82z4 Loads Su¢miary 1)Dkmhuh-d�, vof¢treasdwb1opdhaomdtudimw*dmdba& 2)7b's—lash-d*df.feC— fwndIOv.Oib-A.Y-iS—dd d84e 160uouk.r,E.�p.—C;aA,Fadval,G*bT RHmC.%ayBO=1DDj0—U3178 IYs2737fut4833tth-14p13xFadZ> Tat>$ Nvadv*omw&i ilXL-IAO,CC7aeWdh3f, 3)Miti®magsti:k.6wb—da —hMCTbb]607J h—ab- ppW - Mpn*iprFnrre Cnmmary TC 11-1 0271 361ts 34 0310 -1A791s 6-7 0.@a -14S9b; 1.2 wm -19681a 4-5 0.3 0 -1,4791s 7-12 0271 36hs 2-3 0314 _IMbs 5-60314 4695b, BC 7_8 1 0943 1.711 bs 048be &10 0930 1618bs (622hs I )0.1 0-443 1.711 bs (-709w Was 2-10 0164 -354bs 4,10 0230 -�bs m 0-04 509hs (-1551s) 3-10 I OM4 5091s (-ISsbs) 4-8 o230 -26M 6S O164 3VIx m Southern Truss Companies, Inc. Tmss: A6A 2590 N. kin 1�1�j17Jd g' y SO&HEFIN Prcj= Nafw-- � TnwDI -aw. ,mc ColrTQVJ'd S1)i101(.5- Ty 'TRUSS Fact Piece, F134951 Mlle: 014018 11:40-.42AM Tnw COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: 100 1 Versua 21117.7.1 [B* 2] 1vbkrWDatabaewcaT. 3565 Span Pitch Qry OHL OHR CAM'L CANrR - PLIES Spacing W('MMY 27-2-0 6112) 1 14W ON 0" 4}0• 1 24 in L411x I 28-6-0 1-4-0 1 i 4-7-0 4-7-05.5-0 5-0-15M5 9-0-0 13-7-0 16:2-0 21-F6 2-0 5%5 - 3%4 - 5%5 - 3 4 5 12 6F— 12 �6 ,x41 1%4 / C 6 N � O 2x8 I 5; 47 1 7 T' ,0 9 B 3%7- 3%4- 30- 041-0 0-0-0 9-0-0 S-2-0 8-9-0 9-0-0 18-2-0 26-11-0 - -0 Loading! General CR Summary Deflection IJ Ooc) Allowed Load old) Bl[gCed= iBC2017/ TC: 030(67) V.M. 0295 L/999 (7-9) L/180 TQL: 20 TH 1.2014 BC:. 095(10.l) VnW, o09n L1999 0-8) L/-IQ Tail: rock 10 RpMbirk— Nis Rib: 025(4-)0) }OAh .7 BOIL: 0 IHll-: 125% C vfhO.;N.-20 BQZ• 10 IheO2a(haaY4sg): (131g1-i1A) f240,t153f) (30.1312A) (49-0.38,11) (501}12A) (6003-Lij4) (73-101190) W-12,MA) (90Q14?fll f10.1.123•fl01 i Reaction Summary Ir T— I MC—b. BmVkh Meae1 RdBm Wdb M Rma NfnQ.,LW M %du68 M. M Hxb 1 B'a(9A0 1 85 Ga M- q 30Dn 1,169hs - 469hs a69hs 911. 7 HRd(%4 ] 4h G—M-.ry 300u I)1S5 ha - 409 hs 4091. M Material Summary Bracing Summary 7C Si'(AI�_a2013)1Q.2�4 TCHsed.g 9imMlorpuhssc361;Bc5ndagn(y0tps BC SP(AL9C62DI3)//22.4 BCBr 'g S Pafma164 h f d.�gnby0h- Wbs 93(A-90SO12)A92.4 Loads Sung nary l)Thsn�laahmhivdfahed)"wdmo IOpdbaaasdudivAndpSsdesdtada 2)Ib'sn�bssb®dei�dfahe��ofundl�adsh,^-�M�•�_lOnmhf�.iguadd�ip¢ 160mphuiimxF�nareC,FiyFCnhtdiR,BuiS�C.�IIQ=]DD�Q+niBBt Ism-1737h48334-14fLNIEad2—Tr.Ndrmd.�bi&ADO -IfO,CCZ—Vrdh3fL 3)M®®ma(saclnd�bamdav¢ui�)BC7ehH607.1 bazmhmiappbt Member Forces Summary 7> t: �a�Mm�wma:fa mua�rm=ram wer�e�6 o�.�lrm� TC 11-I 0271 36). 3-0 0312 -Ip83b 6.7 0504 -1974h 1-2 OA28 -LMN 4-5 Q309-1p87b, 2-3 , C317-I699bs 5d 0334-1.705hs BC 7-8 1 OL929 1,731 bs 098bs &10 0.936 1i141s (-&4bIIj 104 11"1 1,7111, (-7995¢1 Wbs 2-10 j OJ64 -3541a 1 .10 0247-2289b: 5-8 07lf7 512b: (-186M 3-10 07114 509hs (-1601s) 4-8 0OM-2305s 6S 0167 -361 he �(� � Ni. BL�//l/ 1)7L'sdm�sbaslE7-Ioasrdammibyh707FUidaBuifngCeie 2)1b1CR.adllom(1(.,.h�iaadm;=Qelaam>sdaeeFebdiiis6meP�omOfdAmndmhadkeQmipvUssQ9 Li+(Kc_1)%I1fl IIiu®nhml�ihAS•&A]'11. 3)p—ikmmdfm%,Cq•IDO,latbmsgpieiuf�eRhthealrsmm.ahsatgc!dbyfie7nmMandamcpcATP1IR \�\\{�N \ \i_ �-• / E � N`5�•�,%�.�-�i 4)Rwilad�ld,iiu8ml��S � � i �-\G 5)ladurd6avdmMlVlitSC'di'�+3' \ � \ / 6,Fbebm1da17Cv�6mamafep®(am�mm�ueoe[b.ademhhd�depkagmbadsaemmepis PE 76051 �l !! 1 � ~4 ST O 40R10_ lllllll M717(EAmpyd'6tsLSim�a15e6mehdohemiommame7Led�mofhuildi+ilalnmsh�a5mdmaeuasdrtquimle6vmpiMbft�CTnsMandaammdreLsymhnmmwaodnmpl:.sasoflrhf inmfarhbyMBdtipj Biiae M81MMY Dn�.Nmdmfisd<aos�8i�ca�ao�imofP����+n5'�i'fvhenmmrp*wn�Sarsun5e:hmsvrry8randlr"Irtpva2lnfmmNn&Caimd3heC'pagf addd*al'nf ron.Uays�rpbbAalh mamdaamdb/Sm(en�9m_e•TeC<.Soy;lrcva�rceudsFSR-276._41amaxphaem�gagrmkshe�ei<niphedsKfidcwsdb�•e=1S"andsid®eml8pnu,�e(shSarStll�,dihiilia�uh�aean l8pausepbe SnnFig,76051 25A,\1:necFEhhRm:Fl34K Southern Truss Compariles, Inc. Truss: A7AG 2590 N. kin S144i Y Iafc e:CryqAl SOUTHERN TnsIL%wr. dr TRUSS Fart Pierce, F134931 Date: 694/2013 1L'40:43AM tsolmia.gm abs CGMPAN IES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax pav: 1 of2 7.7.1(BuBd2l LSe VefSOIL' 1565 Pitch Qry OHL OHR CANTL CANTR PL S Spacing )A iTLY 6 /12 1 1-1-0 0" 00-0 0. -0 ] L in 128 ihs 28-6 -0 1.4-0 7-0-0 4-4-11 4-4-11 4-4-11 i 7-M i _ 7-M ' 11-4-11 15-9-5 20-2-0 27-2-0 . 5x6 HS 181 . 5x4 - 50 - 5x6 HS 181 v 5x5- 3x4- 5x8HSIS- 1x41 5X5- rj7 0 J7 O® O F-R-1 c 17 J7 0-" 0-0-0 7-0-0 4-0 11 4�-„ 4-0,1 6-9-0 Wirc i 1 r 7-0-0 11-4-11 15.9-5 20-2-0 26-11-0 - -0 Loading General (4 Summry Deflection L/ (loc) Mowed L®d (pd) B1f8Ode: IBC2017/ TC: 064(34) WX 056n L/554 (&9) L/180 TC1L: 20 TA I.2014 BC:, OW(&10) W3 021b L1999 (9-9) Lr440 Tom.: 10 F.Pwi-u : W Wb: 088(311) H..m 019i 6 BQ2.: 0 DOL: 0% Qpra=Y--20 Loads Summary _ ftCmbo BmvAjh Maeial Rad6eM86 M.R d M.C-, bffi M!lWdL% ] 8n Cu M vry 31pu 2,531fa -1:17k ] 4u G—M—y 3DOu 2511 bn - •Ij87f Summary Bracing & mma y d31DJ52K Tcaaoa. Sauhnd«A>,Lnad-10gPo1od®mbyOMs 431D.15214 BC&.&g 9,mfxftP—G-3-gPafad--�pby0b. W—tbnappral fmri4.a 160m7i�uEmaKF�„`ovl�FuljBodisd,C¢bffiip,13u�Caa�00�]lU�O.ea1BNy ft dls LmdCase Lil: StdLiaeLoad , Point Loads M.Ab main Dnuao Iced TrbWiL Tipmd B.0 d 7-00 7-00 Duo Dam 431. 225br TTCbd ' B,,Qd MpQd 74)-12 M-12 9412 Dun Dun Dann 116bs IM 116bs 24b 24n 24n ( r MpO. Chd 9413 114YI2 Loon Dun 11664 116b 24n 201 \\ M. lN, O \ Bawd Topmd . B.0 d 11-012 134112 134U Dmm Dam D— 19b: 116hs 19h4 24i, 24b 2Ab ` Q] / (' �\ ,'v\`-'ENs�• TcpQd Mp d BaOd B.QA 1414 14,.4 Ibl-4 Ibl-1' D— Dam Dun Dun 116b; 191a 19W 19hs 24b 24k 240 24i4 � / PE 76Q51 ` TapCd Bawd 1&1.4 1&14 Dun Dun 116b4 191b, 24i, 24b 1 1 7bpCbd 26I4 Dun 116b4 24i, 1 l Harm-4 d Baad Bma 2-0 7D-241 20- Duo Duo D-225ht 19hs 43ba 24 i, / 13 1T�j O / �l j0'n �A'< ORID I! 11 TUIT(EAmp�orb6 �nnsdmi�.��n�a�pa�rrnfa�d�oa�ay�L+ir«+�nya�na��ns=rro„cps_�,dbe^l�npan�rnro�ma6ne�alraapr�r«aaa•�I:d«,®sn.v�a�pba�,arx nAalbefuni#dnhee�nmmamciL.�dfhKu3J'[hnlna;'s.,Amd®m mia aodr4qurm=.p*by 6esm—y.Mmr orhhf—i mfObbi'bak.M5 BLiaRM.BleaW 1 /j sna 1 4i Southern Truss Companies, Inc Tracs: A7AGPrgelxNum: Cq-�al SOUTHERN 2590N.king Ffi-ebvlay ThmDai-ger. dh: TRUSS Fat Pierce, F134951 Dale: 61142018 1jA- &.43AM COG y��Tu COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-00.16 Fax Pa-w: '-Qr'" onion 17.7.1 [Build 21 MaterialDatabaseva,mn 1565 li Span Pitch Qry OH. CM CANEL CANER PL1ES Spacing XWDPLY 11 II +72� 6/12 1 ' 1.40 000 o" VA 1 12in MI s lmdCase Dl: S1dDead Lead Pbinr Lads mmdr t—i.. LG.mn 1md l.b%VM Tripod 7-" D— 20b4 BaO,d 7-" D— 266b4 T4pC d 7.042 D— 681s 24b B.Od 74112 D.. 70bs 341, Toplbd 9612 D— 68 is 24b BnChd 94)-12 D— 70M 27 i. 74pad J14142 n— 68M vh Bawd 114112 D— 70W tab Tyad 1340-12 >m., 68bs 24b 11aOd 13412 Ik— 701, 24b Tapmd 141.4 D— 68bs 24b Bawd 141.4 D— 70k 24b Tripod 16.1.4 D— 681. 24 i. Baal 16-14 D— 701s 24b &yard 1&14 D— 68bs 24'n , Band 7814 Dam Ads 2.4b Tripod 2614 D— 68bs 24i. BaC6d 2D.14 D— 706a 24b Tripod 2024 r— 20M B=04 20-M Daa 266b4 Member orces Summary rda b�QMm ua>am�cc m��ragrm¢.ra�aam p6�o� .�raa1 TC 1211 ow186s 2-3 05% 4,7681s 4-5 0565 d7721s 1-2 Q495 -521b; 34 0636 -5SQb� 56 0.491-5292b, BC 67 (1492 4(BOW (4AS91.) &10 ODD 3AS bs (-509U) 11-1 0429 468713s 7-11 0570 WSW OD59b. 10.11 0575 58i6h -507bs1 RBs 2-11 0,121 1,784 hs (4,3Slhs) 4-10 OD59 92b, (49W 3-7 0621 1,786bs 3- 1 oss .1,421714 4-8 0.166 4p8b. 3-10 Truss-to-�truss Q166 409bs ComleMions Swmmmry 4-7 am -1A20h. M O iiT— C-,i.Tms CamneOffad A.* TM Cn VAG 7410 -ueg m n VAG 74112 gods m n A74G 9412 gods Tn 37 A7AG 11412 gods Try n A7AG 134H2 90dg rT7 n VAG i4-1-0 90ds m n .47AD 16.1-4 90ds 777 . n A7AG 18.14 wag ri7 n VAG Ala goes Tr6 _ C17 ,7AG .20-2.0 135dg Notes OW IVI E3 PE 76051 \ ST ORI� N�� rrn1�.4x�narm8as�dmlhema�ob�®maoao:.7hrsv�otnsbs�aaln�sm�lmaa�enizdarummsuppwnr4ern�Maadacam ymbnm�wadmop��or4�lromAmxrably4cem BrianMBk" IffiyvA�lm6'sEavaBidamem¢�ux�flmf�.elmgmSB'm�'raMuam.e4nm4do�doun5rl.eme,e�ermdir"Impag.alofm.¢emgGa dfk,�"rapefmadic�m)bf an.uma�.pl,e��1x 9„n�x�76Ds1 mradra.�ly5.o�..sa>gr�y�;1.�:,;bpse-276'.an�rphar,�a7¢u�e.,o1>nn�rerpbes�rameye:1s^vm.�e�Ix�.�rbga-sxrs,w,a,�arn�m;.,1x�u 7:Y�A{'me}S.i,AR.n•FlVTI Lmd TCLL: 7aL: BCLL: Southern Truss Companies, Inc. Truss: A7G 2590 N. kin FIi" y ]wa Project Name: C4;caa1 SOUTHE91M Tm De�ip--r: dh- , TBUSS Fort. Pierce, Fl 34951 Date: 614018 11:40:44AM S �, COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of2 1 [BuHd --q se 1565 Pitch Q:y OHL O11R CANtL CANIR P11B Spacing Wfif/PLY . 6/12 1 1.4-0 14-0 040 040 1 Lin 129ft 29-1 D-0 1.4-0 7-0-0 44•-11 4-4-11 ) 4-4-11 7-U 1� i 7-D-0 11-0-11 159-5 20-2-0 27-2-0 5x6 HS IS/ !fx4- 5x7- Sx6 HS-18% 5x5- 3x4- 5x8HS18- 1x41 5x5- CJ7 7 J7 Q J7 J7 EKI 0 CJ7 J7 I 7.0-0 4-4-11 41-11 4-0-11 7-0-0 r 7-0-0 1 11.4-11 1 159.5 20-2-0 7/-2-0 General CR Stay DeileChOn li (IOC) Mowed � (p4) ftC. e: FBC20171 TC: 064(34) Ynal: DMil L/552 (8-9) L1180 ' 20 + TH1-2014 BC:- oho(&10) tNIL• 021n LM9 (8-9) U240 10 RpMbrb—: W Nib: 088(3.11) HsaOt 0.19u 6 0 Dal, IB% Q�Fmr,Rrv2D 10 YAnS>: (I1&150.13) (2d103-U4 (31-1238A) (4-03M) (540341,13) (661-%944 (73438p) (aog38,90) Reaction Summary Jr Twa I 92Gx b. BtuVdib M-W RdB.Vbh M¢Ftma M.r—, bit M.V. LtM I 1 F6(A69 1 8u Ca M—y 30on ZWbs --1'16bs 6 mu(M4 ] 8n G—Ma—y 3DOb 2530bs - .1216bs Material Summary Bracing Suumruy TC SPM31IMS214 TCBrumg 9abdmAd,sst2-lDOJb&d2kmbyCkm BC SP-IDJ52a4 BCBr+drg 9.OA-AA-3.3.4AH d6wby0hes alms 9'(AL 2012)0214 Loads Summary 1)TU ;b sb®'d* dfabeff-8rblopdf dxrdfi badpindmdbads 2)T7�n��b�'eagn+rQe�mwrw;odmdsbamaa��7-]oNme ra►*�es�ddnd:�,e 16owau�ae�x�A�r�4cacti�ire�cae�ma-1Do).o�aalBBs I5m27J 7 @a 4S33 $h-14 $MtFnd7me7ha5731�e and o�®iedDMll j6D,CCZ—Vrdb 3 ft 3)M'rimmsr:ae}�_arbudrgua®dma�uL 1BC'GbHf07J basxtb®elpFd Lind Case Lrl: Std Lire Load i Mot Loads Mmibn Imam ]7a6m L d T`bNNh TWCbd 7-00 Dom 43bs B.Cm 7-00 Dome 225bs Tbpcd 7412 Dmo 116bs btu BaOd 7412 D— 19bs 24n TbPOd 9412 tbm 116be 24n BaCId 9412 Db 196s 24n T2pOd 114-12 Dom 1166s bin &turd 11.0-12 Db 19bs 24n 7bpQd 13412 Dom 116bs 24n Bawd 13412 Dom 196s 24n 7bpm1 14-14 D— 116bs 24b BaOd I414 Done Me 24b d 1 TbpC61-4 Douo 1161s 24a BaOd 16.14 Dom 1M 24n RpOd I&14 mun 116bs 24n d BaC 1&14 lbuo 196s 24i, RpOd 20-14 Dom 116M 24i, B.Cd 30-14 D.. 19bs 24n Tipmd 262-0 Dom 43bs B.Cd 20.2-0 ]bun 225 bs -1,2161s Obs j YJ ~ Q 0 0VV / mac/ AL illl111111 w 4 .G A.0 F %F.41.AAa B jilt 15 azagi I�s:E:1a � W �R�ffiR:lR3R�R�RffiR�RffiRR� ��J�y�6;=Qd�� �1 CC �~ F 22 „Q b TTilk 4 did d R�R�GGSR pppF ri 13— �mp �p��p�&�8}��y❑[�&p.y❑�y�p'0yop�y�858p,g5�p.�6 �,� U yp ����k,"�����k � .-1 0..E FY�F{�F�MWFi WF<Rl f=CJFfC Ix aL FZ RI I-�F i0 5 i w rz = i > Q Cn 1 4 O (�Z� Southern Truss Companies, Inc. Truss_ Bi a�•s SOUTHERN 2590 N. king~ IE2bv ay Pn�11�me: 3Cr TmN D *mk--r: dh-- c4 aso>m«s� TRUSS Fcrt Pierce, F1 34951 Date: 6'142018 11:4Q44AM 1•rTLffi COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pam: ) of 1 Nfac9nL 2017.7.1 [Bt ik) 21 Material Datatese 4L•talaL 1565 Span Pitch Qry OHL OHR CANfL CANER PLIES Spacing VXMPLY 135-0 6/12 5 1.40 14-0 040 00.0 I 1 24in 74Vb' 21-0-0 1 1-4-0 1 53-12 3-11 3-1.6 0-10-14 5-3-12 1-4-0 i0-"14 ' 5-3-12 8-2-10 9-0-0 12-5-6 13-4 18-8-0 44 - 4 12 12 6� �6 1.Sx4 - 1.5x4 - 1x4 j 3 5 1x41 i 6 w A N v �j 9x4 - 8 5x4 - 1 1 7 T 1 10 9 8 2 1x4j 3x6 HS 18- 1x4j I 0-0-0 0-" 53.12 I 8-0-8 I 5312 ' S-3-12 134-4 18-" Loading General (St Summary Deflection L/ (loe) Allowed lead OF 1) B8gc.&. 1BC2a171 TC: IDO(45) 'b1m, 05an L5M (8-9) L/180 7a.L: 20 THI-2014 BC:, am(8-10) NhLL. 035u L/600 (8-9) LG40 Tom-: 10 1tpMtr). m—: Y. Wb: (178(35) H=ck 0D3b 7 BOLL: 0 D.OL: 121k Q pFa-j;.-20 BCIL: 10 Phe�(La7�'>Mgk (13-1OJ-]IA) (L•12,4.13.90.) 0A-5J•12A) (4"3-15A) (5JI-5,1.17A) (EJ-12.4-175Q) (73-M-11A) (8J-12,;-8.9a) (9DQ1-LB) f101-073-99a1 Reaction Summary Jf T BrnCanho Bm tt81 Maenl B4d9eN8h Maxltea MuCm•lbBl MaxWdlkiO MmlbHl MaxHre • 1 Ra(Wd1 I Su CmaQA—y Mai. 949fx - -338b, •338b; -591E 7 Ha CM( 1 8u Com m.-q 3Mb "b, - -3Mh -338ft obs Material Summary Bracing Summary TC SP(AI_q05-2013)42^s4 TCB,amg 9aa1a1 BC SP(AL905-2013)f234 BCB aaog 9,mMittAriea,]OOgAaSod»IryOlnc Was SP(AL9Y,30nB32a4 Loads Suuurrary 1)nitaushacb®d drah'H'asmrolopAbabmd,udi e6odPhndaaYads ZJItFaushashmbgT�fahe®'msduidlffisuaaadvmumA4�7-10�f61efoWiguadCmiipx 16Umphu�+e;ExPmaeC.A,11'F�dC>�P,��CaeJapD(1=IDO),Pas1B8E D-V17fp4833 hh-14 ftTLtFid7aeTnra ll�cmdwbaacidadlXL=]fO.Q7�Wffi3 d 3)Mbiam,mmga¢ba&�n aoadaaaablBC7ahh7607J hvott8®appfei 4)AaJtaan hazhmdm�dfamag:ub.20p ff—k..M.01A8:edmdWd Member Forces Summary Tm>SMwo axcsa�aa�rm=(r.rmadaa�o�a�lr� 7C Il•1 a2)1 361E 3-0 I- 269bs 6-1 0818 -1j791. 1.2 0818 -1jAla ' FS 1000 269h; 7-12 0271 36h: 2-3 a754 •13201a 5b 0.754 •1370b; BC 7-8: 01m 13171E 1-MUM-10 OS33 131710 (•296h;) 104 am 1317bs (-296h) WA. 2-101 (1151 3711E 3-5 0.773-Ifiabs 68 a151 3711E I I f 1 Tlmde�i�mAAE7•l0adammibyM]071§�OIaB,�Cbde I� 2)IMCRmdFi�QtmeMv,ixle,dhu'vublddhiam�ebheYadPls6ra fmpooe�afd4mndebdmdFsQ®yaaluQO lJ-+(Ka-1):I39 FLhamdaaeAtH/1A 1. `,` 1 /J \\` �\` I_7�N`_ �► • �~ //�� �N 3)hFn4yandfamyCq=1r>4hashmie(pialotrp6thaelresa�Eebsn�¢fdlyhTr�MandaaaepaAlSJfA1.7D�S�2A2 �� Q",�` \GENE] � 1` �� �' 4)1PeluidEplObaalmMWHLS0ElvhadEg. ` v `\ % PE 76051 �► � �lll 11111\ NJI1�Ampr�d,i:dR'�4urbe8nirl¢lbhaan om,mamr 7he.�'g,dt(aidiv ialnxFtarelmdetmaien mdrepam,ea;s,PPFdIq'6eT,u¢Ma,.dameaidrdlsyml—nq Dsp,c udveteaq�w.aJrmtenio,alegomq8mpo�j'mK'fttreYm;m,opnmd�9waSxFrmv(a8eaniLe^L,pa,artLdmmroo&Caeal.'•ts"pag:fveddrisalnfm�atin.U�rP6esdwlbe Brian Bkaldy wdmlisdexa�_ mnmdanael6ySm�n9^.g-TiCmlaer�4enamdarmvhF9t-'_7R-Al®,arP4lsa�pugem�/e dpgrsosufaG,a16�•a-1a"ulubi�aaalSpaug +Sor^Sa1S,vLi6�ana h'cymv�olBP,acpde SnnFigR76051 259"P.1FGd M&RA—M34951 Southern Truss Companies, Inc. Truss: B2 r-• __ t F 2590N.kindHigtway NectNww: Cryaal SOUTHERN TRUSS Fat Pierce, F134951 rnn�l giurr dhc Rate: 6'142018 11:40-45A1vf /`,....w)&t Shmcy�yTM `-"•,Y"^'", COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ION Vmsim-20171-1 [Build ZJ N&ncrWDtalm %aw= 1565 Span Pitch Q.y OHL OHR CANM CANTR PLIES SPacvg WGTIPLY 1&" 6 /12 1 600 04D-0 000 I 000 1 18 m 70 Pas i 53-12 a10.14 3-1-6 3-1-0 1a10-141 53-12 53-12 52-10 9.4-0 72.5-6 13-4-4 78-1--0 4x4 - 4 12 12 6F— �6 1.Sx3 - t.6x3 - 3 5 1x4 I 1x4 6 4 N f? 4x¢ - 4x4 - 1 t 7 T 10 9 8 1x4 1 3x6 KS 18 - 1x4 j i 0-p..0 0-0-0 SS-12 8-" 5-3-12 5-3-12 13-4-4 IS-8-0 Loading] General C9 Summary Deflection L/ (loc) Allowed 1.o.d OW) BkgCade: iBC20171 TC: a7](}4) V.GL oau L(476 (8-9) LnBo TC(L: 7D TA1-3014 BC:, ohl(8.10) V.U-1 026h L/K10 (49) L240 WIL: 10 RWMh,1—: 115 Wb: 059(3-5) kb c3L, OOih 7 Bat: 0 ROL: I25"ri Cnpl-aax,1(a-20 . BCIL: 10 khxO�asc0.ht'K4nsk (13 -3A1 Cr1-12,413,90) (351-5.1-=) (4"3-15A) (Shc-Sa-12A) (fd-12p-Wa) (734r-3A) (9DQ1-]241 (IPl•1?3$901 I Reaction Summary jr Twe B.C-9. B.VML M—W 82ig dh M.Rbk6 me M Om•lbf MnVbdk M LW M HA, ] Pk.(W4 I an CoaoeeM—.y 3D3n Wft - -211 hs •211 ka 56hs 7 Hmcftp I 8h C—M...v M, 694)s - -211 des 2116s Oka Material Summary Bracing Summary TC SP(AIS05-2013)*--,4 Tc&aag 9ohd.Pffsu44AA.%d.nb20h. BC SPK-9:&2D13)t2'a4 BCBndg 9nM1QArinaU64QAriid _vbjOMs VA. SP(AI3X2012)102x4 Loads Summary 1)7h's.uahaslxm nedfafff—mmlopdbw diudiwmdpksdmdbd& �r6'sa�hasU®dag�radx�eEarsdlvdsuaavd�uarSf7-1o,�86erobvvgv$adaud:gax 1(Omphuh®aF.�..GA�j'Pa�G�nial3vans�Bn-IDmO.ca►BMs Dim. 137164833 flh=)4 A W E.d2urcrn.s.�Tklx and,.b..&d D[L-I LO,OCTmewdh3 a 3)Mima®�a� smSmoa�hmvhtBCra1b1607]hasmhmappfd 4)Axtborvn 6ashondd�adfasnmgo� a20psfdhorFaida OpfOadadlsd Member Forces Summary>a��gMwmaxcs�xaBf�(.raotda�ao�akdr� 7c ].-, 0.6.1-1,1901a 34 0773 2(16hs 56 am 195hs 2-3 0580 A951a 4-5 am X61 67 ORl-119Jhs 13C 7.8 1 ohm MM 087hst 840 0624 983h (-287txt 10-1 0M 983b, Vths 2-1W 0.114 Mb0 35 0396 -INbs 64 0114 n0hs 'o`e& 1)I7fsdynilaedpoA2E}]Oases amilyhe707Fi.i1a9dingCde 2)%h1(R.Mfk.CRmehewiataodhuoaWdd]�ArbFemdP4shae¢mmpaoeadddtisim8rbdmdbnQw«opuaimOm ll.+(Ka-1)xQfl llae®darmAAt,B/fR i. 3)/,Katy®dfam4C4-104tnshm�app41n6ephehtraLei�m1'pvahaes�db�'hr�MaodamcpeAT9RA 1.31(RSan2.4� �� �`_� (��S 4)LkW4dWM,.amnsiad.MWiR.SO kadov stku�krama rend t.�� a �a� k�ora�a�hdods .ask, d a�ma�i . `GE(y �, \ PE 76051 �i I � ST O � `,<ORI— ItA111�NG \\\\ NJIICE.4mpyofhish+ ma16e6mkJnit,ieeasnmma�.77wt'gnd6'sidxhdtuahtamimde�gaudha�drakicm�mss ibl tierrusMam6mca�drdsupmhamwga�dmr otheutomekn:ukrhl.�'IeBuiigB Brian Bleat ' Dscar.4sslmltisdmaG,cid es.mrnnaofpofmamlmgimiBmpaabRyotij(af.++�mgzm*d�drt.+aSetea*ciegaa'dh"L�µ�at,aldmm6mSGanlThe"pagf addurcd:,f�.,..,:.+ alme.�pl�•}elh FikS ¢51 ®ud o.db�•Sa,PuiSivgT� V L.ban6—ihEM-2762_NJphtsi7Lsfotwdb.•e=18"ohkhi,&6za l8EuwpbrmV18-,oAawaf—hk4ptrtbn18pnaphe 2s9014W.-HW RRr¢R34951 Southern Truss Companies, Inc. Truss: B3 ii SOUTHERN 2590 N, king, H- iway Prgjedb 1a: Thss D!zowdr fr 7lFlUSS Fat Pierce, F134951 Lev~ 6/14n_p18 11:40:46AM ��p° e°t �mo`s COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax >� 1 of 1 Tn>55 Nier9iaa 2D17.7.1 [Build—) Material Database ler m ISO Span Pitch C2ry omL onp, CANrL CANrR PLIES Sp -mg, 1AGULY 18�3-0 6 /12 1 14-0 144 04M G" 1 24 in 741hs 21-4-0 11-4-0 5-3-12 0.10.14 3-1.6 3-1-6 a10-14 5-3-12 1 5-3-12 6-2-10 94-0 12-5-0 134-4 18$-0 - 4x4 HS 18 - 4 12 6� 12 16 1.5x4 - 1.5x4 - ' 1x411 3 1x64l 0 t�4 �j 5x4 - 8-0$ Sx4 - 1 1 7 T1 10 9 e 2 1x41 3x6 HS 18 - 1 x4 l 0.0-0 I 0.0-0 - 5112 B-0-8 5.3-12 1112 13-4-4 1850 Loading General (A Smeary Deflection U (loc) Allowed 1®d Ira)Bb6J0dx: ROW/ TC: ID1640(4-5) X 058b L/358 09) TCLL: 20 TA 1.2D14 BC:. 083(8.10) mnu_- 035b L/600 (9-9)' L/180 ' LNO TCIL: 10 PpMb," : 1!a Wb: 0.78(3-5) H-GL 0Mi. 7 BCIL: 0 IIOi-: 125% OWFamr.Ka-'_0 D(I3-: lU Y-CHrek (13-10.1.11A) (2J-12443,90) 051.5J-LA) (40434511) (511.5J-12A) (6d-11,4LM) (7310J-IIA) (BI-IZ3-M) � (9b41•]2Il1 llbJ•1'_3$9O1 Reaction Summary jr Twe IkyC=bn B.Vk% M-W 17g6BeLUth M-A I M G-LEm MaxV.' dum Mail7of8 M.H- I ffi(M; I Si.G—M.—Y 3Wb 949ba - .3. & 7 HM(WM I 8b CavmM aay 3DD'n 949b, - -3381a -33S1s -3M •3381a 01. Material Summary ]Bracing Summary 7C SP(Ai�2013)M2.4 7cBrAORM S DC S'(A-SC5.2013)P22x4 Dcl3n 2.b.J¢RaSn I0KP fbdnpby0bns Va. SP(A SOS-2012)632a4 Loads Summary I>Tnsb�l�l�ra��m�4„o�a.aar.rmdv�a�6m� 2)iD'ane hubendaadfaix��ofund6�ba®rdanxwE�A4�7-IOu�lefaLTane�rdfmti�¢ I(Om�uLoatFR�i'��C�bFrtfp9�NagCBRaYDO-1D0A0As1A� I.Yoa27.17fu4831fib=]4fLTMFn6TurcTns.Tebaadu�maodeA�=I£O,OC7meWdh3ft , 3)Ai-*- a 4)Aw9+vum bas�dsyydfam�a8naidaa70p40mrFwda0ldOxrdadlud b bI6 d ipbamda,mih.2C7ab6160-W.Op fi-d d Member Forces Summary fa6lodm4sM®hcDAmaxCSl wxam fuq(mvmugr.fa IdHaavt mmnxxalrao4 TC 11.11, I271 36ht 34 1DW NOba 6-1 IBIS-1579ba 1-2 IBIS-15791s 4.5 IDW 269M 7.12 0271 361s 2.3 0754-13203s 5d 0734-132064 BC 7-8 MW 1.317h; /-29611s1 &10 O8i3 13176s 1-2966s) 10.1 OS00 I317� (-296N 'Albs 1-10 0151 371 k. 3d 07/5 -IRnft 6.9 .It 371 In 1um �i► BC �i� 1)7bW.�p.bavdmA9CE7-10asdamml(yb.M7F dJ.B f.9C ie lJ.'10Ca•1)xOdi Iina®dmcabATH![A 1. �� N . N� 2)VrtCl2aadHafAartMe®ledl®omlddtm>ad�ebbeisdPls6eae➢d'ddi�mdmdmdked,mnpmlasQfl 3)���,�,-,D�I�b�a,�b4�=�,a�a,�,6�.kT.�Mm.dm.e,�A,�,fp11-�5�242 ,i:�_ ��'c-,. �.�GENSF•�4!���� 4)ImlabdW&.0 o b.-A.MWFRSmkb.k, `� 5)PhCha61e1TCpdihml:ssm�bcy�pc.®o:mxoma�d®orate:a(¢wHid'ddapin(Qnhedtsa�l�pios ! PE 76051 ` 1 1 ST O �<ORI� I �ll(III111 N.7f10E.'1mVio(E�u �Slglhefixn'th�ibieaeIInm�cnm'.71rd��o(bni�dvdnlnmEba9nimd��a0uaad2NrmmGskpLdbplxT�IMvbhaieaniid6yu16eaNcaga lmm(dl�diCbia00iT9dfdbAyfnHtkfig Brian M. B1eaw QsgvAcmimb'sdaabxrdc�aao u�adPofesun°1eC-'^a�BmN' i'fa�fousnn{v.�td�mduunS�easrryy ndlr^lmpottartlaramarooRGnal.Wa"�gfaedimmlW—m Alain pb.daibe 9nn&g976051 nand ux4db9Snpar�Sa.g-TeCmgmnlrcbe�dv xuE�ES1-27i_M®oabrpbxcaie^11Pe�wl�b��dphtme'sfotwdlp4=1S"ah'd��asn l8gauxpbeer^S41b,uh�rcfis4xeh�b an 18pu4epbe 25g0±y�y�RW¢R1 SOUTAEAN Con4xx)6mSOWM%1T1 IT7,m TRUSS COMPANIES Wzsim-2017.7.1 [Build-] Mal=W Database version: 1565 Span Pitcb Qy OHL 18.&0 6112 1 1.4-0 Lad TC1L: Tau BOL: 7-M Southern Truss Companies, Inc. 2590 N. kings Hiigtlway Fat Pierce, F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax OHR CANTL CANTR PUPS 14-0 040 040 1 11$-0 5x5 / 4x8 HS 18 - G17 J7 J7 J7 CJ7 J7 7-0-0 1850 Tniss: B4G Prcjectlwroe: Crystal Thml)sigkr. dhc Date: 6W2018 11.40:46AM pw4c: 1 of 2 ; i I I Spacing VJGf/PLY L in 791b 0-0-0 7-" 4$-0 - - 7-" -18-8-0 I 743-0 11-8-0 General (A Summary Deflection L/ (loc) Allowed 0P9) ftcok: FBC20171 TC: 054(2-3) VrtOL 027n L/768 (S 6) L/180 3/ T81-2014 BC:, 0.94(57) V.U-. Mi. LtM (56) LrQ - lo RspMbrl.:-- lb U&: 032(2-7) if-M OJIi. 4 0 DOL: 125°.: O4+Famy --20 Reaction Summary H T. I apaoho Bmlltlb Meeel 11gdBr¢N8h MexR®a 14 O ' 11f0 M-%I"uw I ] R4(1t6D 1 8i. Q—Ma y 300u 1.76iga - -M. 3 118o1(Waq I 8b C...Absvy 3M. 1,M81a - 4158b4 Material Summary Bracing Summary Tc . 3 Wj/1J5N4 TCB d* 9m ,0.P.1 s431041,Aai4dek by0be4 BC T(AL OS-2013)Ia-1.4 BCBr-* 9xaidvAgm.L3.348cfnds-pb5,Gb. lVbs 7(933S-2012)43214 Loads Summary 1)26inffinssb®'dapmifQirareadieuJOJdbatmdsud6ekadplakadl 2)7b's4smhaslm'd4�dt �'e�orwmend=o•,....1,...��•�-,-1oQbbrson;gvaddil:t.x lmw,brru,.aEN ,A,arF=bAcrtbsre.B.Hagca+ynP-Jno),o�>�s Di.27.]7fa4833ftb-14ftTL¢adZ-7hm,N&..d.6.1 i aLDM-I160,OCZ—wAb3R 3)MNemr�a�estnd'�bamdsmv$IBC7i1f1d07J haz�hma{gEd Lend Case Lr1: StdLiw Lcad Point Loads M.A. lm6m Di.:6. Lad 'hbWdls TapCbd 7-U Dour 431s Harm 7" Ibsen 225E4 7hPcbd 73112 D:nm 116Es 24h Bawd 73412 Dim 19bs 24b T4pChd 9412 Dam 116b4 24c 13a0d 9412 D— 191s 24h Tspchd 9-74 n_ 116hs 24b BaOd 9.7-4 13— 19hs 24 is 74pC d 11-74 Dam 1161s 24b BaCbd IJ -74 Den- 191s 24n TopChd I]-" D— 431s BaChd It-" Dam 2251s LDadCae DI: StdDl=dLoad Point Loads ' Menbr lm4a Dimes Lad T&VIA TspOd ' 70,0 Dam 20Es B.00 700 Dam 266bs TapCbd 7412 Dim 68hs 24 it BoOd 74).12 Doao 70E4 34k T4pChd 9412 D— 68E4 24h 13a04 9412 bran Abe 24 in T4pad 9-74 lb- 68hs 24n BaC1d 9-74 D— Ala 24b T.Pod 11-74 Dim 68bs 24h BnOd I]-74 ro- 701s 24e 'kpchd I]-" D— 79hs 4MEs ohs i E!= 1 Southern Truss Companies, Inc Truss: Cl SOUTHERN 2590N.kings HigIway PrajectlSa7ne: ThmD--igner Clya41 dhc cc.l �Win„1 TRUSS FatPince,F134951 Date: 674IO)8 U:40:47AM Tres CQII PANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pam: 1 of 1 Wsim 2017.7.1 [Build 2] MaterW 21tah&ee sia¢ 1565 Spat Pitch QEY . OHL OHR CANEL CANrR PLIES SPX* WGL'/PLY 640I 6/12 1 0-00 04M 04-0 04-0 1 24m 271hs 1 -7-0 6.4-0 1-7-0 3-2-0 1-7-0 3-2-0 64-0 12 12 6F— �6 4x4-' 31 5 1.5x3 l 043-0 0.0-0 0.4-0 , 2-10-0 2-10-0 04-0 3-2-0 i 6-0-0 6�-0 Loading General (N[ Sim mary Deflection I./ (loc) Allowed lad (pd) EggGa e: FBC2017/ TC: 042(3-4) 1MOC 02u Lr505 6 L/180 TOLL 20 + 7H1-2014 BC: 054p-6) VnLL, amb L/711 6 Ll240 TCOL: 10 RIPM6rl._. M VV/b: 006(4-5) Cam/CH7I- 001 h(P 3/552 5 2L/120 Ba,L: 0 LOL: 125% C nICEL I-1 0o1.blr 1./999 5 7LAW l� 'J. YI 1 1 1'll 1�11�1\J Jr Roe ftG=bo B4 %Vdb M—W RgJB,,tWdb M.Re M.GM-LbEO M.UWLW Mu LW hhxHxk 7 M(M4 1 35b C—M—" 300u 2617hs - -96hs -961a 25bv 5 HR l(V4y I 356 Cm M—y 3D06 , 36Sft - -96Ea -961s oh I Material Summary Bracing Summary TC _ SP(M-SC&M 3)iQ2n4 TCR.&g �mhdallxiea14341,t1c6d�IbyObn BC 5P(A-9Yr2D13)A23A BCBrad= 9�e+bnlaAxinsa1100{(lixind$mbyCiles V8a 6P(AL4 2012)02.4 Loads Sutin e �I�n�s4u4mle�marQbedr�ar�emo-:o.�m/•Eowlbtamgl�ad�ay,x Ica1,Qn�tF NFne>i�F.�nB t�etn�*rLO�IDo).o.�llt� ]]oe27.nfa48.33f(h=14$WFadZaernaT�eLcedo�ras63¢elOQrFH1,OC2mewd63R 3)Mnanm�irlediph>a�+�IBCTe1416073 hum14®sgtid . Member Forces Summary ra> r gb+ wm�ts �x�elr�t®®v.r�raag�sw�..xe ro o� 7'C 1-2 0296 98bs r69hs 2-3 M 107bs 40hi) 34 0474 1071z fBhc DC 3.6 1 0538 Obi 6-7 05m -Bbs VE. 1-7 0061 201 Es (461 b4 36 GM 157 - (471s) . 2-60010 -33 hs 4.5 OD64 201 Is (-161N Notes: 1)7L'sdrp bbi .vdmACE7-10anreealbllmM7Fi IhBu1n8(Sde I)VnQtm6RaQlmeMc®lnndh�amldd�s�ebFeYmd{isbcaup�upoouaddAmodend®dteQmcl�lelas�IL+(FCa•])xQO Ni—d.—AANWHl. 1 p 3)Aq�niymmdsdiyCa�lrgln�hmaVialn6epbtbbellrstaomdv��ahaac 7iedM6ein�MawGn.cpeAns7rH l-2DMS f.241 4)Umd WwX-m -bnad.MWERS•ba&, \�\ 1�N _��q 5)Phxc6me5a17'C�Ilxmksmmf yGe»vmavrumr®n�rw4hdfddedce�lndwgmtlx gt -\ \ ��--- PE 76051 \\ ST O /4 I �/11111111 7n�. ydmsd �.Fk6xa�En+ o�...m.74e db�: oll�aE�md�o�.ga�n>�xy�caMnei�M..dse�.m�wdbe.�,��5a .rbeor..xmm�bykBua BrmMBlealdy �r.®I�,+�a�.J:.l:d�.��,r�r�7a�4s ax.�,a+�iraM���ld,�d..use:4�eml��.�l.Ebe^>II�K7dm,omsc,>�atc�s��.ado,�l�r.,®r�.v®xmlPEna�lte y„nE��nsl G/ C' .I.�o„Elyslylog5�-r���llx�.�ml,�ssE-2767..vo�n.P4r..�rowsFlx�,�P4,�r�ay.=1s^.14m:1s-a�.7s�u�(+�rass7sw,��.b�e�,7sr,� i;9oxwxs HPE>ett319si I E „ CornpYlrl gSO1wi"Tm Trues Xb6m-2017.7.1 [BWd11 MaterialDaL*aseversi= 1565 SOUTHERN Tnti5S COMPANIES Southern Truss Companies, Ine- kings 1% .vd 2590 N. ki � Y Fort Pierce, F1 34951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Tiiss: Project Name: Trtr,%Dtsiglar. Date: Page: C2G Crystal &r 6Ur1018 11:40:48AM 1 Of- SpBri Pitch Qty OHL OHR CANCL CANrR PLIES spacing WIMPLY 64 Oi 6112 1 0" 000 040 04-0 1 12 in 2911n 3-0-0 1A-0 12 4-6-0 6-4-0 12 6� 16 i 4x5 HS 18- 5x6 HS 18- 2 3 � cT 1.5x3 j 1 1.5x31 4 1 8 _ 7 6 5 1.5x3 j 3x4 - 1x4 I 1.5x3 1 CJ3 J3 Q CJ3 J3 0-0-0 14-0 0-0-0 1-8-0 1. 3-" 441-0 Loading l General (M summary Deflection L/ (loc) Allowed Load I (pi) fto*-- }8C2117/ TC: OLd(3� WOt 0.%h L2L (6-7) L/18D 7Q1.: + TA 1-2014 BC: a 033(6-7) Nbll_ 03 n L/610 (( 7) L/700 Tom-: 10 Rq,Mtr)meg: T3+ Wb: 009(4-S) CaxIQ-TIL• 00"ulP 2(./405 5 21,/120' BQ1: 0 ¢OL: 12595 Gte/Q�L• 001 hip 2LNN 5 2L7170 Reaction Summary 7r MW &xfambp Bm NBh Mpen1 RgdBnt%%% M.Rmd M.C.,LLW MuV.k117p% M.LLBI M-H z 8 pnplm I 35n G—Maxey 3DOb 40hs - -310fn -2101s .7ma S MUNI) 1 35b G—Mau¢y 3Mb 4;Ob, - -730hs -2101a Ohs Auterial Summary Bracing Summary Tc 8P(AISC&2013)442x4 —;r 1C&aane Sb fad.M3mat&341,Mtpdpby0bm 2-3 SPM31A152,4 BC TM3I.Q152c4 BCB,-* Sbah�aMF¢et63QAnipd�bjOhes wfi� 5P(MM54 2712)40N4 , Loads Summary I)Th—I-b®I0pfb—drrdlwbA*dmdba& 2)Tbs—b.be &ij.df b.ff aiwidWdsnapsd—WASM-10s.6i. U.bg—d&wd hpA 160ghWmaAPV-C,r*1:� GA*1ipDASBCaw2.y80-1D0),0—IBBS D.rt27J 7&4833 f(ha14 ftTYxFnlZae7'ne$.*kfcedudt tnakAD0L-1M,CCZ—Vreh 39. 3)Mmmmmnga>Krndoguamt&acw%ttBCTabE16 W.l1-.Ibmtappkd IcadCam Irl: Std Lire Load i 3bmt Loads Manbtr Laafm rk i. Lad Wmm 'RVCM 143-0 D— 27M BaQd 14311 Dam 2bs T.Pcw 1-&12 0— 446p 24n { (/ Bead 1Dan "1 24h Tpp Od i 32-0 2-0 Drm Mls 2/w Wad I" D— 5bs 24h T.Pcw 440 2 B.Od 440 DM 2b, `\j`,�. V c LmdC=Dl:StdDeadLmd ' PE 76051 Mmtbc I Imim ISnitn Lad rbtmb ( { &rQ,d 1-80 Dam 3bs Tapmd 1-a- 2 lb- 27M 24h BnQ.d I4LI2 D— 271s 24h T.Pm1 32-0 D— 271s 26, Bd'Qd 3-2-0 Dan 27b 244 7bpod 4-74 Drsm 271a 24n BIQA 4-7-4 nxm 27ta 24k -rpod 4- 0 D— ISbs B*Chd 4-50 Down 31. ' J { �-0,\� ST� G i� nstkithbyfr3AalLg [ Brian MBleaW Southern Truss Companies, .Inc. Truss: 03 2590Xkings Hij%,way ProjectNme: Crystal SOUTHEAm rrLmD�:si_p er &C c 11p � SUSS Fat Pierce, F1 34951 Datc: 6n4l1)18 11:40.SAIv1 COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pam: 1 of2 Wsm- 17.7.1 Wld2) Material Datatw. vernal: 1565 Span Pitch Qty OHL OHR CAWL CANER PUPS Spacing WGVPLY 4-1-114243112 2 1-10-10 0" 000 000 1 12 in 15 h- s4J-0 1-10-10 4-1.6 I 4-1-6 04)-0 J1 C2G J1 0-0-0 2 6 0 1-7-6 l a 2-6.0 4-1-6 Loading General C& Slm>>nary Deflection L/ (loc) Allowed load (� BHgCu4: FBC20171 TC: aM(5-1) VAck ODIi, LIM (4-1) L/I80 TOLL: 2D 7H1-2014 BC: s a16(4.1) VAU-1 OMLP I LM9 (4-1) Lr4A WDL: 10 4Mbrbspeee: Ib Vlb: ODO(1) HuOe 0h 2 BC L: 0 1., M Gape�.K-20 Reaction Summary Jr Npe BsCmdu BMW& Maebl RadB VA% Msslt®a M.G.-LW M.WWLb30 M.1.1h I rfi(VA I 11313n C—M—'y 30)n 127bs - -49bs -49U 4 HRoICMP 1 4.933rs G—*Ma�y 300h 15sft - -1 Is -1 bs 3 HRd(r—) I ]Sri - Dab 9hs - .19b, -19Ls 2 HR.I(rnsi� 1 Isis - 3mn 58W - 401. -30h; Material Summary Bracing Summary Tc 2�(AL475-2013)623a4 7CBod9 9-hdf Asrism63-41)afisds�pHg0bas BC S2'(A MS-2013)AINA BCBadg 9mfdaAaLass6344B+6do,�sbyObes LL!!n Loads Summary 1)7binsahaxbmid_4Bad ra4cdrasam 1 opsmopLdeLarKlndpl�andba� 2)7L'snsshazb®kc@vlrate�esotwudtadsFpaadvm�8A4E7• lou8hrob+ges�d�elipa 160�hsd�sKF.spcmrC,FiNEdaa�G1ddi18ca�ayn(I=1m),O.ea►�g Ltps27.17fa48Mftb-)4f,14AE.dZ—Ts,�,W'c.do6m imdDOL-1,60,CCZ—WAh3fL 3)Miimmseagmlctadq; n.+.+v.•-••+• a�"T•he7607.! hazvolhms)gim LGadCam Lrl- Sfd Lne Iaad Point Loads Mmibc L-n4a n6,f- Lead TihV.IIh -rmcm I I41 LIP 31s B.CM 1.&] Up 13Is Tppcw 1d1 to 31s BaaOd I.6-I LIP 136a LcadCase Dl: $tdDeadD)ad Point Loads Mapba L—f. f5saap Lod TLbYJA Tapmd Id, D— Its WQd 1-l. D— Ira Topmd !bl U— lb, r B.04 141 Ibnn I Ls Member Forces Sumatary rab�:�esMnnbamm�cv �p�l �(� ¢.rp�r�rraaar n n a��r a1 Truss -to -truss Connections Summary ary M C-i ITna Canyi.T— Q-iwGLiaa M& Tr12 ! JI CB Ibl 45dg Tr12 11, - C71 Ibl 315dg TrIO CB C2G 14i0 45dg TT10 I CB C20 441D . 135d } l003s Ohs Obs Oft \�� i PE 76051 1 -0 �� ST O .5,;" �• 140R1Di'G������ 'Lm3relhfimi4sedtsMa®pamamsibrMortusidiviAcdnmisl¢�uimda�npvi.asdn�:anassaysiq'te7nssMnndumandrd�ymleamaagapda.pplana,onr;,ra<.pna�rpmq•rxBua> BrianMBlealdy ocnducwngnriaofro+'ca�nalagi+.a:sxrcP.at>&..�mwRrevs�aryaci6�sshoun�irmsc(uprrah-lmpmalcrmremnsca,aalrba'wgeraam's BuansnnNp.pmrpbLsdnlbe soaFigKMOSI s�.>f-r�c�lrcnsana,po:ae,ts(-v67_va.�pL,s�m�eLw�ha�.dpbe�arp�q•s :)�-w�:dog,nls�u�pbaorsrlsw:b:�L>:ab�p�lR�pz�be Ab Southern Truss Companies, Inc. Truss: C-J5 bihn 2590 N, king KL wa � Prc�lMarne: Crystal � y ThNs»sm. &E TRUSS Fat Pierce, F134951 Date: 6114P_018 IIAO-49Atu C" Tru;, COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 1W: 10f2 Vx.4(r1:17.7.1 [Bwld-11 Materia1DaW arNersim 1565 Span Pilch Qg• OHL OHP CAMEL CAWrR PLIES Spacing WiMPLY 6-11 5 4.243 /12 2 I 1-10.10 000 000 00-0 1 12 or 26Itu &&15 1-10-10 5-2-8 1 &1a 1 5-2-6 rril-s Fj-1-1 J3 F-A-1 I J3 D3G 0-0-0 0-" &11-5 -- - — ' &11-5 Loading General CSI Summary Deflection u (loc) Allowed Lmd (}d) ftc d-- IBC3717/ TC: Q46(1.2) VACR: Quin L1417 (4-1) L/19D T'OL: i W TPII-2014 BC: , 067(4-1) lhd2: ODIb LIM (4-1) L240 TCDL: 10 PePMtrla— Tb Wb: QI9(Z� Ha4C on 4 BOIL: 0 DOL: L516 G.PFa ..Kw20 BM, 10 N.Off-M M--0m): (]A-534i393 a"O,I IA5.1 (42-73.5A5.1 Reaction Sluumary it Twe BicCmao acWdb mmiil UBmWdh Ma.Pt9d M.C—,U3O Ma.MMlbd6 Mai LW M.B.1z 1 Fn(WM I 4938n C—Masa.y 3DO6 365hs - -146M -1461a 161 bs 4 Hlbl(T—)� 1 15b - 3DDn 466b, - -1961s -196ds Ohs 3 HR01(r—) 1 15a - M, 42bs -Wb1 438bs An, ols Material Summary Bracing Summary Tc T(AM 2D:3)1Q2.4 TCBM&g 9eshdaB.fmas63-0.Rabd,ipbyObe. Bc 5P(AL43S203122.4 BCB dg S.Wh Rd&)MjI.%d ` (y0h . Wbs SP(ALSO& BLOW Loads Sulomary qTb'a.s�,asmndspdrah�'asdm,opslb„t®d�uac.dmdp>ed�daom 2)TL'sn�hasb®AsgdrandeEd'u:dksdsnamr8anasJiA9E7-l0,Afe buig—dd d'qut 1(Aupbs�aKE�pmaeC,P4sfayFidsdCabMiµHsifng(S�vyB0e1DD),OwalBll6 11ss27.17f1s4833flb-140)b1FadZ—Ts�,T-ebcmd.mb ci.dDO.-IlO.007—WA3K 3)M.nC— ag',se. dveoaomdsaxaibWUbW607] Fassotb—ppkd IDed Case LA: Std Lim Load Point Loads M-bc Loafm tisan L d TbyAx T4pmd Idl lip 36s BaOd lb] LF 131s T4pmd Id] 14 3bs Bawd ]dl L¢ 13bs L®dCaseDl:SfdDeadLmd M Loads Lamm harm Load TabWdh , Tcpcw Id, D— ,1. _ PE 76051 i BaOd IZ D— I h 1 l kPcW 1-& Dmo ,b 1 Wchd Idl Rxo ,h Buod 4` a BD- �� - p T.POd 4." a— 27bs ` STp O Bawd 440 D— 27ft I i Member Forces Summary,8e�nao�.M�,gma.al �.>alrmscaa,ra rd�a�.a>e,rm� % O'er -,< ORID BC 41 0668 438bs i419ha1 1.2 Q458 4331a 2-3 Q412 43 ha ��i��s��O Was 24QI88 593be (-S71-)I 1�V 7PCEAmpyofdakd�mds16e6anAaiahamonc.earor.TbuLvox6h's:d++idd.aa'sbvWmig'mcenasdrep:mrncvp>bl6yhhuaMasuf oscaodrdcupmhamvagandmnplys:ofhnfavaEustfahbyhF9dtisg i �l! I I I lB1 M.B1�)dy .. bghftli ulB®tygtst _ Southern Truss Companies, Inc. Truss: CJ 7 `- - 2590 N. kings Highuey T U�� &t SOUTHERN !asoll, TRUSS Fat Pierce, F134951 Date: 6942018 11.40.30AM c«np b*N Tnrs COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: t 0t•2 u �t4D 2617.7.1 [BQd 2] Material Datahae w;oR 1565' Span Pitch Qry OHL OHR CANrL CANIR Kns Spacing WGT/PLY 994i 4.243 /L 6 1-10.10 04H am 000 1 12 in 4011s 11-7-14 r- 1-10-10 6r2 7 _ 3-6-13 - - 62-7 9-9-4 J1L.L3j JS t A7AG A7AG S4G B4G A7G 1 0-0-0 0.0-0 i 62-7 3.613 62-7 9-9.4 Loading Genera[ (SI Summary Deflection L/ (loc) Allowed Load (µd) ftoB Y; TBOD12' TC: I00(1.2) v"m- 0.I2n L/84 (5-1) L/180 TCLL: 20 TA1-2114 BC:, 060(45) Ah , 002b L/999 (Sl) L/240 TCO: 10 RVMtilnre z: lb V& 045(2� 1-ck, 0mb 4 BCu.: 0 D10L: 121'b c,.Pr�.K -2o to th=0D9ar1a> t n u]a11n M-na14.19] r43-534321 (5043-M) Cilon $nnlmarj' ' JrA' Twe BreCm�h @4� Maebl Rgd&¢Mkth MaRad MaxGarlMft Maxllidlhift Mffilkddl MaaHs¢ 1 Ifi(Dly 1 11313b Ca m—q moi. 601U -218h -2181a LRhs 4 HRd(rnns) 1 ]Sh - Mi. 673 hs - -3151a �3I5bs Ohs 3 HM(tna) I 15n 3mb 71h: -n bs •n ba Oh Material Summary Bracing Swumary TC SY(A1515-2013)Q2.4 7CBrad3F 9i=tdaFwi=4-1141Bdodsmby(]Ina BC 9'(AL40'r2)13)#2.bA BCBrd* 9=drdaP f-580,1taiid�gm-ty0bm 1>ib. SP(4S354112)t0W Loads Sun I I)Tbsnssb b® dr k.-lOpdbx dudW.4pbsde.dW& 2)Tb'enaMsh®dsgnifube��ofwcdlmdshamrdam`whA9Fl.low;56efo ig� ip¢ 160aFbutimakF�mRC.rWi'fm dCnEhi ,BuidnBb�'oryDO-Im),o.eslDap Di.27]7Ita4933P=14ftN,CMZ—T.Z.td.aA-�h®dedDa.=160.Ccz—Wdh3ft 3)MsomunaapF�i.—&—*LBCTbh1607]h. appkd Load Case Irl: StdLiw Lcad 1 Point Loads Menba iaaim 1]ozoo Load TlbVM Topcm 1•bl 111 3bs Bawd 1.11 1*1 131a 'kyad 4-" lbnn ata 1la103d 44-0 D— sbs xpmd 7-1-15 D— sobs i Barbel 7-1-t5 D— 13M `���,. ENS�.`��i�� Tapma I, 7-1a5 min Ross Barad 7-1a5 D— 13ea i PE 76051 } 1 13 ST O i — 3__ INJS�ImpyoldisdLk fialhe! udado6eammaaaa�.TLtha3onfiisuiivi4ulnwshe:dmiymavi�mds�fimnrssWp4dby6einesMnmdw�vwdrdnym6eamvaar anlai offiebfmmen�fahbyhB U� BrianM Blealdy n,�e�alonnFsaa:�b�rar�da.�a�y�,ltit e=n�mw�d�s...o.se�aA�pa�aaf=^m�.a�.huaaR,nns�l>icrR,�i aadaar r i..-Na�pinrsvlb� � amdaaadbJSnpaiSmgTGv7e��laue®darceWd�E3t-27Q_4laabecrp4lsue'+J)puyuohetr'iilp6tme'alohaalbsa:IC'WidiidalsmlRgaieephga"Sd1R:Wifii�lsat�a,lR�v yea= �N1.'evc{Fd.AI A'149i 1 Southern Truss Companies, Inc. Tniss: 07 SOUTHERN 2590 N. kingsHigh%%uy flam: T �gxx. Cr &r- TRUSS`Fort Pierce, R 34951 Date: 6114018 11:40--5OAM C471pU1�II SolutiOrnTM COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax use: 2ot2 Try Vamim- 20) 7.7.1 [Btn1d 21 Mate nl ta>M.tm« - 1565 Span Pitch Qly, OHL OHR CAWL CAW PLIES Spacing WGf/PLY M 1 4 243 /12 6 1-1040 000 040 04M 1 12 in 401t16 1 Load Case Dl! StdDead Load Point Loads Mndc TaoCn U-i. lad Trbymh TepOid Idl I1oue I "I B.Od I-& Down Ix RgOd 1.61 Down 1 h B.CM 1.61 M. 1 bs TapQd 440 Down Vb) B.0 d 44-0 Down 27h RpQd 44-0 Down 27 ba BdQd 44-0 Ibwn 271, TCPQd 7-1-15 IDwn 471x BuOd 7-1-15 horn 49 t. TapOd 7.1.15 Down 472. B.Cd 74-15 D— 49M ' Member Forces Summary -1��:�sM w�e:cs��lrw�c�arr�rasx�um� r� TC 61 0278 19bs 1-2 M -1.1361s 2-3 0679 BC 4-5 1 0596 _ _ 1D321s A746s) 5-1 _ _0596 1J92hs -974W Nis 15 I 0]51 3711x ('Sh;) 2a 0.449 -1230ft t Truss -to -buss Connections Summary M C-WT— fsmieT— rSnvicOT+e Anok TT3 A 07 I.61 31568 TT3 D C77 ) 11 45dg TT4 B U7 44-0 315dg TT4 13 & . 44.0 454 M 15 07 7-1-15 315dg ,7T5 15 Q7 7.1-15 45dQ TTI Q7 A7G 7-" 315dc Tn (S7 - A7G 21,20 21114 TT6 C7 .Q.14 7." 45del TT6 07 - VAG W?2-0 . 135dg T78 Q7 B4G 740 45ds To CD B4G I]-" 135dge Notm 1111111/o/ nil. BL /��i� r PE 76051 i1 -fl ST O ORI 1 1 KMCE 4mpi'ofbi;hsm9nl�fom�dbfrae:umarxa¢r.T)rd norA'sidivi3nitws's�mdamaeuaodnr}d®emvgpCJlp•Irin�Ma�ufa�nonMrd¢ipmbeamva9'�iarop�rm otfieidavemsafa6bi' ikB BMMM.$1eaW Dc�cAslmfi'ahem'ides+mqw.edP����kBr4�Yw'M'rvM�avpunl�dwn5c6eaevpagrandfe'NgaenlnfmiemofiGmltbn 7egfredirtrulnf inNmneaphes�ub� s.naF,�h6ap mandamdbySopm9crp-TeCmjnm;Lenam�4icuhF32.376? �Io�napFeaNe31��Smkah�ai(dp'ecm<'efoUuafbo•e:l� a7�i�aaen l6 mu=xpMea'S'lY,whib:d<zwb�e�volRm�eepbe 2590\Fi�¢cHehRRr¢Fl34951 Southern Truss Companies, Inc. Truss_ DI wggmbk�j� SOUTHERN 2590 N. kings 14igh\�ay T Dziger. ft II TRUSS Fat Pierce, F134951 r=: 6/142018 11:40S1AM IT— cini&Aivies (900) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ION Vers;m 2017.7.1 [Bt0d2] Material iJalalme,.rluon: 1565 Span Pitch OHL OBCrL CANrR Qt.VWGT/PLY PIE 124W 6/12 1 0" 000 0" 04M 1 24in 4011a i 12-0-0 6-0 0 6-M 6" 12-M 4z61 2 12 6F 12 --- 16 v n g 1 3 T4 1x41 D-0-0 6-0-0 , 6-0-0 12-0-0 L�►ading General (SI Spry mection L/ (loc) 'TC: Allowed L.d (pA) ftco : FBC2017/ 0.76rb3) V M. a1h LJ999 (41). LASD ' TCL: 20 TAI-2014 BC:' a46(4-1) V LL. O03n Lf339 (34) TCDL: 10 PepMbrIn : lc N!h:. a I I r-- Q H-M, ODIC 3 LiNO BaL: 0 MT • 13% a pF&I 4Ra-7L Bm.: 10 F..Cffa0,.)MA.�Y (13.47-3D0 r-044090.) (334b3D) (003-M) React on Sulrunary Ir Tvpe ]3mCam6n BnWtih M—W WB VA% M.pR M-C." A M-V"Lb7@ Mslhat MaXH— ] F6(V811 ] 3 i, Ca Ma y 3IIln 603N - -307hs -307M 481. 3 HR.1(04 1 3Su Co M—y 3wh 603hs - -307hs -3071a Ohs Material Summary Bracing Su®ary TC SPIAL935-2013)R23s4 TCBn,kg SIanMIaFlarnsastNQRrisdepsby0has BC SP(AL9]52013)IQN4 13CBadw �hdaAniael8&QRcbdt gsby�na RWs SP(AL3Y.2012)362.4 Loads Su®rary 1)TL'snssshaskmda$adfalee3'atdumlOpdLotm4vdFseYadplsdodlzuk , f 2)TLnn�hasben fLh-14 .d,m6—W.dDOL u,60,CC Z.v�aseaddneAiops I(4srphutin+KF.xp¢aRC.BriilYFM*a4G6M30. S� YB17`IAOhO+aalHtlR NSE,dZ T..,Is IYns2217 �4833fth-MdT}xFadTarc7lsssTkifcmiu�m�laAD7rlE0,Cr7,meWdh3 ft 3)Miim�msvagaeckndagcemdan¢suLIBCTaCt1607.] hasmb®appinl Member Forces SummaryM�Bxma.��a:alr���.ra�dse� ea.ao3r� TC 1-2 0.751 478bs 2-3 0.751 -878hs 13C 3-1 I a464 697hs (-396hs) 4-1 0.464 697G .Mw vz 24 0.112 276hs (461s) Nater. 1)Thih�s6asedmA9yE7-IOecsdemadby6e7A7AYda9dfig� 2) W OtandAaatmmewiml®dha,000ldit��dsebFehadpla6eae$sm�ooe.dddbimdradmd3nd®Peiu.a(Rc-1,:I10 IIroaaadar¢cbAlHl[H 1. J l l I 1 1 /,// 3)/gin4ymudLmr,Cq`IDQhash®apPido6gJmLtrahe�oand�.�ls¢as�afudbjheTrusMandeeacprADH)R! atin242 i-22=S1(QS 4,Isdaodsglasm�ksalmMll'F3tSUd�•hedgg \ \\\,,1 / \\ N Ni. B_C ^ �/ \ 6)F4esh=dmTCpm hmi¢maArpeupfis�mnmaa{orb>ao;feidd�piraymhidsmostmjs� _ �\\���ACEN`SF PE 76051 `�i t t 1 ORID �I11111111 TTIn(EAaW'ofA'sds�ydnl6efimidnlbhramnoxsaaQ.Thed.�SsofAuidi.ihnlruv.kinsnimdgnaeismBseHiwmsssppldM�Tn a;MasuGaueasdrd�>Rnnhnmvaq mdmngiaimso(henraoninsarahbyteliALsd Brian Blealdy n�.Aablmeaee":�s:�sa�.uvd���s��i�if h+�av�a�san;a♦�aa�,N�.,aak-I�awnnr3wa�c�.i�aer'��rnaain.amrameo.am�a�p>aa�7� �ndamafb�S�nSaang-Te(.>zssa }Ircnaaad�wtlSF3L2762. Ummmrphesase+Lppgemtelepa7afpHcvesfohaudb�•a+18"vhdsidzam Iegaucephcsr'S' 7�atiL iSreBahc,Jse�n 18ga�phe s,n&�r:76as1 2990\ P ¢ Hds R Rx¢fl39ry'. Southern Truss Companies, Inc Thm: D2 2590N.kin 1Ii TWd SOUTHERM kings � y PrgectName: Crysial ThmDeseler. dhc CWPXITrue sonRlo nTM TROG Fat Pierce, F] 34951 Date: 6114M18 11:40.51AM T COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pam: 1 of 1 V!r m 2017.7.1 [B61d 2] Ma(crW atd%mversat IW Span Pitch QY 01-L OHR CANrL CANER PUSS Spacing WGrIPLY 12-H 6 /12 1 140 14-0 040 I 000 1 24 in 44Ihs 14" 1-4-0 6-0.0 6-0-0 1-4-0 4x61 2 12 12 6� 16 I n M r5 n 5x4 - 5x4 - 1 3 S 6 4 1x4 1 I , 0-0-0 0-M Loading General (A summary Deflection LI (IoC) Allowed lead (pr1) BtlgCnk: 1BC2017/ TC: 066ry3) VnOC Olin L1999 (4-1) L/180 TCLL: 20 TAI-2014 BC:, 045(4-1) VdL 0rnn L1999 (14) - Lim 7Cli.: 30 R,pMhrbvnsse: Ns Wb: 0,11(2-4) H-C& (kOlu 3 BCLL: 0 DM: IB% OspFemrl:a-2B BCE : ]0 Pbecfras(1�'Y4dal 53-M-515 (2"4-M) (33-IM-I)111 (4nQ48.90) I Reaction Summary z Twe BmC-Ob &eNNb M-1 WB(¢MIIb MaeR®d M.! ,LW MexNtdL�!i M-LbM M.H.M I M(R6B 1 35n C—Mc y 300n 6401. - -3926s -3T-hs --33ts 3 HRd(%4 1 35n Camd:M-y 3Wh 670h - .3T-h -Mb2 M Material Summary Bracing Summary TC SP(A B052013)ffi's4 TC&.,ig Q-tdarM-,5400,Wfnd6,.by0b. . BC SP(AL9052013)10.4 BCBndg 9.f darllvfmaU004Y bddgaby0b. wba .(A sos- -,2 #3a4 Loads Summary 1)ibi-bast®d�q'_vdfartcdbad.-10pdb-dedi.indphd®db.L 2)It'snashaslmM�dfah�asofandledsnae�u�A9�7-lOei�IrOiimngguaddodiop¢160¢phWmae� s=""�Pu6bfidoai,CeL�Bdi���YII(1-1=10),O.Qa1Bt� . I5m2737fbr4833rtb-14f<N1FadZ-T.,�,N&..da,b-AmdDM-1L0,CCZ-vr, h3fl 3)M,i--g.thdgnem3.=.ib lCT.b1:1607.1bazaab®erpid Member Forces Summary >ab�:do�M�mB�maxcs anx(:rmzrdaam.,�lra� TC 1I I -16 36h 2.3 o660 -WI. 1.2 04% -8686s 3-6 0316 36h BC 341 0452 IM1. (-M51 41 0.452 E. -255h1 Nh 241 0.110 2Rh Notes -I)Tbad�nsba�;mA�B7.,0a„damdq•6e7B7A�aBuiLLde 2)VOQtaadilmQt=,••,•,-:•�••�bvm-amldd>iomA�ebive6adris6m�mpm�adddl��ebdmdknQ®4aIasI10 IL+(F:a-1)tQO IInamdameahATH1fA1. 3)AT iY-d&,L'adudr,C4-]L41ntb®aPPldbhpirebtrd+Sao:deigo�l�snTSmTdby6eTmaMaoa6dua psATH7A l-20MS i.2A2 4)uwZ.6'-bzalmM'RRSQ F,-6ad� p \\\ `V L 3)PfaeclntialTCUmksmmeEp�®Sva�umatbtardarm8idddeliragmbodsoc� �\\\`` \`` r� PE 76051 y ►� �� � i��'•��OR1Di_ //llllfll� NOr7�Ampyoreisd9nlbefimii,dnha®nvraar.TA:dy�ofAK:divadna.bh.viaodagncenud�Qnmrevs9gq[dby6eTivaMamO,daeeMrsL upmhnmvagardmq�xsofhnfvuermsfa6byle9iiig hapurA�Im6'sda?ngnd'mesempr"o¢ofP����B'�`N•�lfahn�a.rycnef,k�ndwnSxhm�rpoguidh'LrpuartbdmmunkCandN>L�"lu8d adimmlid 6nAlmm®rpbbddbe a7iaB M. BtCaldjr 3 mmd'advdlyS.npaa9mo TeCmSen}bcneasda,mvAit3t_'•761.Na.mxrpbtcwe^�gaug5uolwlr_geddphems'sfabsdbye=l8-vlii�iid san l6gaa eaS176'.ot�idn�saliphd®o18ge-pl- �16 i1 2990N - }khAPn¢A3a9s1 ► Southern Truss Companies, Inc Truss: D3G 1' 2590N kingsFligiway ProjectName: TnwDesk%-= Crystal &c SOUTHERN -muse Fw Piere ; F1 34951 Dale: 6/14 )18 11-40:32AM CatFpx at SDhtions " Tnm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax P-aee: l or2 Veratn2017.7.) [Blind2] Material Dataahze ve+sa7 1565 Span Pitch Qiy OHL OHIt CANTL CANWR PLIES Spacing WG7/P1.Y 12-0-0 6/12 1 I 14-0 1h0 00-0 04M 1 12m 47ft 74$-0 1-4-0 5-M 2-0-0 5-0-0 1-4-0 • l F 5-M 7-0-0 124)-0 4x5- 4x5- CJS JS CJS JS 0-0-0 0-0-0 i 1-- 5-" 2-0-0 ~ 5-0-0 5-0-0 7-0-0 124)-0 l Loading, General CS Summary Deflection U (loc) Allowed Lmd i (p) B11gCgdc FBC2017/ TC: 052(3-4) VnOt 009n L1999 (6-1) L/I80 TCLL: 20 TO I-20N DC: s QW(4-5) ll Vn002a LIM (56) UM TQC: 10 71gMhrlmux: Tb va: 018(2146) }inOC 00 b 4 BCLL: 0 DOL: 123% Crappw4K.-20 BCOL: 10 _ f4e�u�(h¢�-Y4ock I (13.103.114) (2"340) 13003-80.1 (43-103.1111) (51-12.3$90) i6:1-12-1- ) Reaction Simunary 3r Ts¢ I BmCming B.VAtb M..W RgditW% MARS M.G., QM M-NbdLbHl M.UpIft M-H.. 1 L5(V4 1 35b CmxMs-" 300b hs %7- -SSObs -550bs 17h: 4 HW(N4 1 1 35b Cm M -" 300u 967hs - -SAOb; -550Fa Ohs Material Summary Bracing Summary TC SP( 21113)4Q2s4 TCB S: AahedaA¢Fasaid-0gAgf�depnbyOErR BC SP(AL97r2013)lQ2W BC&aag Sbmbed.F ff su4&QBaiodejpby0lm WbB SP(A1MS�2012NB .4 Ma be lm4m DFabm Imd 7YbNiffi 76pchd 5410 14, 126s Band 5-" Diva 129hs Tgpmd S412 D— 80hs 24b BaOd 50-12 Dnn 13bs 24b RpChd 6.114 ]logo 80h 24b BmChd 6-11.1 13— 13 bs 24b Topod 7-0-0 L¢ 12hs BaChd 74F0 Db 129bs LoadCaseDL- StdDredLoad Point Loads Mad. L-in, Denim Fmd TrbNidA Mpmd 500 lip 286s BaCld S" Dena 163bs 76pchd 5012 D— 47b; 261 Bald 5412 Deno 49hs 24b Topchd 6.11.4 D— 47hs 24b Bawd 6-114 Deng 49bs 24i. Tigmd 7-M Ip 28bs BaChd 7430 Dow 163 is MemberForcm&uumay T,>L�aoQM�ll��csaar�lrag(o�¢raocraagaesomaa.a�lraal TC I7-1 W82 181s 12-3 0513 -1,671 to 1441 0182 IBhs bMu�B�a I Briar) MBlealdy Southern Truss Companies, Inc. Truss: 31 adehh,111q s wHEi1N 2590 N. kin2gs Highway hbtne: Th,%DtOm—er Crystal d b, TRUSS Fat Pierce,F134951 Date: 6/)4M181):4053AM T— COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax palllg: 1 O' 1 VF m= 2017.7.1 [Btrild 2] Material Qat hue verskn 1565 S¢ui Pitch QY OHL OHR CANrL CANrR PILES SP-9 WG )PLY 1-0-0 599907 19 1a-0 000 0" 0" 1 24in 61ts 2-4-0 12 6F eo 2 lTo d � Sx4 - 1 �1 I IT 3 C.16 0-0-0 0.0-0 I , Loading' General CSI Spry Deflection L/ (loc) Allowed L-d 0-0 Bt cm= 18C2017/ TC: 032(4-I) V CP1 On L1999 (3I) L/180 TCLL W 7"I.2014 BC:, 006(3-1) vnu: oil L/999 (3-1) LP40 iaL: 10 RgMhr,. m_: Vs P16: 000(1) R Cit• ou 2 BC11.: 0 DiOL: 1259i Ct�F4ar,lia-20 BQZ• 10 P6eOffas0atXYApek 031Q1-]100 Reaction Summary jr Tvpe ftcw n amwdb Mnsxel RgdBmNdh M=R®d Mr — LW M-VANL19E1 M.LVA M.)b 1 P6(L16i) 1 35o CaomMa y 3mn 171ta - .172h -171hs Mh 3 NRaI(r—) 1 ISu - 300u 671s -L'hs - 42hv Ohs 2 HW([ ) 1 150 M0 36bs 4b1 -12bs •Lhs ohs Material Summary Bracing Summary TC 8PW.SC62013)IQ2.4 DC sP(i 2013)EQ2x4 7C&au(g HCBr mg 3imf da FLd-63Ahd.&imby0b. 66eh>iaP f..004Q ,J ipbyChs Loads Summary g76e.pabasb®dati�drQl,��aeo 1o�ctperodr.d�md��atms ZJIb'srus;hasb®degmfahB�oruud�uaoadam.�LA9f7-IOw�lefob..ipl�eedd d'q.¢160mpb,•A==r•F'T"r=p�'�vdfaLMi(4a�i4��441'80=100).G'ed1Bi� Di.2737f.4833$h-14k?41E.dZ—Tns1drmda&®l,,i DO(rIM,(CZ—Wdh3fL 3)Mibm®sva�ie�lagnamnlamvi6lBCinbh160711supsEb®a(pi� Member Forces Summary 7sbM�B�mffi� p�.anlr�(_rp�aaaa�p�.>BIr� \�\_0\ 11111 /0 \49, PE 76051 �1 1 � -13 �\ ST O i �'n � _ / OR1D �ss��NAL �lllllf111 b{d,ua'v�18ge�epl¢ Southern Truss Companies, Inc. Truss: JiA =;',•+, SOUTHERN 2590N1cin ili wa °� Y Project Mum Trim Dc-tiil . Crysrd &-- !`..... TRUSS Fort Pierce, F134951 Dale: 6'14MI8 HAO-.53AM Trim COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax ice: 1 or l Versa=?017-zl [Bui" MalerialD7ta6ae veadal: 1565 Spar[ Pitch Qh' OHL OHR C4NCL C4NrR PLIES S)r3ci(g WaPPLY 14)) 6 (12 1 000 0410 0.3-0 000 1 24 in 4 lbs 100 1-0{I 1.0.0 12 6F- 2 Tl d 2.Sx8 / 0 1 T3 0-M 0-0-0 as -a as-0 ' Loading General CSI Summary Deflection L/ (roc) Allowed •LoadI (pd) BBgC.w, TBC7017/ TC: O01(1-2) VnOC On L/999 (1.1) L/180 7LIL: 20 a TA 1.2014 BC: , O0l (3-1) V.LL, Oc L/999 1 LI-140 Tom.: JO Rq)Mb T. : V. VBa: am(1) H-Ck, Oh 3 BCLL: 0 DCIL: D5% C pha ,V-20 BaL 10 1.73eUTffi(J�7,'Y4re1: (16- 1}I1.13.1 Reaction Summary Jr TIP- I a,C®bo B.Vkffi Maevl RedBic Alh M.R®a M-GavUiO M.VkdLW M.Lw ) aw 1 Tfi(51bi0 ]1 4n C—Me. y 3mn 40b, - -76s -7U 58hs 1 3 Hlid(1 5n, - 3mb 19hs - -7hs -71s 01. 2 HRA(r—) 1 15'. - 3mc 25hs -161s -16hs Ohs Material Summary Bracing Summwy TC R(A1-905-7013)JRDc4 TCBrr* 3imisslorF k-,63AP.& psbyGhn BC S%_gOG2s713)a-%,l BCBsasng: 3ielnfaHrfisnt1004T1rindgyhy0dns Ntic ' Loads Summary 1)ib'sn ehazb®�dfu6r�'as�n10pd3mndmiFemdJizdsdJsd; x)7b'snislasb®ivlpd6rhe��orundladsn�daux�semA4'f7-loublsefdxiq;s�hfmliQe 1(0rtphuL'mS�Cr�Fi'F�dt�dCnb53ipBuiT�CaguynQ=Jm),O.aa1Bk4 Di.2777@c48.33U-1449%E.dZ—Tn.�Nib�ada6 adeiD3r1f0,(X7—Wdh3fl 3)Mi,'an®aag alCm bx%i.edan¢xE1BCTabLI607J ha—lb—ppW Member Forces Summary Tat gJa�lr�ma=cs�a�lr�( �¢.r 6� �1r� Tc 11-x ao7o BC T. 1 0009 N PE 76051 \ i 1 � �� ST� O l� \ Y~ � �� %�'o ` 4ORipI',�� �� s o NG\\`\N l//rr11111 18gd—phe Southern Truss Companies, Inc. Tniss: 33 SOUTHERN 2590 N. kingsN1 way � prrgecrlv'arw crml Traz De,,imer. &z -muss Fart Pierce, F1 34951 Dam: 6/14=8 11:4(F54AM Cornp3aat SohoiasTM COMPANIES 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: 1 O1 Trufl Yasictr=1111B1a1a71 J%b=ial Datahaw Ve sior 1563 Spdn pitch Qty OHL OHR CAWrL CANrR PLIB Spacing WGMPLY 3-0-0 6/12 18 1.4-0 040 000 Ol)U 1 24 in 11 lbb 3-M 0-0-0 0-" 3-0-0 3-0-0 (IOC) Allowed Loading I General (A Summary Deflection L/ l—d (pi) Bb8(03s FBC2017,' TC: 032(4-1) WOC 001 is L" (3-1) L/I80 MEL: 20 TH 1.2014 BC:, 011(3-7) Vnu_* lb L/M (34) LP40 Tm.: 10 RWMhrlaane>a: Its Wb: 000(1) H-M Ob 2 BOJ.: 0 DOL. 13% OAF—,F-20 IYII.: 10 P§eOB srfmJ�Y ^t (I&lOJ-11A1 I Rrac6on Summary A 7voe Bef<vabn BmVAlb Mabel RadBas:Wah M R®d MaGav bf8 M N#dlb1R MulbR1 Muli><i I Fbcwm I 35n Ca.-lb-n 300u 2181. - 456bs -156bs 263h 3 HRoI(fn* ] 156 - 300'b 531bs ob� 2 HRol(T=) 1 LSu - 3006 110bs - -87& -87 rc 01. Material Summary Bracing Summary TC SP(,69 2013)JU2.4 TCBaa6as R.Wl Ad-6-34).1.W pby0i— BC TKSCS-2013)02.1.4 DCW' d* 9i®hala Rriasa11G"Yu Sodnjaby0h- Va. Loads Summary 1)Th'saaaslath®d,�adrorrae�aasmasa lops@a®bud3.eYndp4cd®dbd; 2)Th'a.ushasb®dmu+lforlr�aofeudbedcu,^^4���A4�7- ]Ouibhlalr�urhf�ipa: 160n�hutireKF-�RnaaCl4si+bl�l,Oi6Sf$4�C°4PYB (1=100tO.ealBklB Dis.rJ7Poc4833flh-74tLN.ad2—TneTehced,b—i&dDCL-110,OC7—W&30. 3)Miioam—S.I bad:18'vmmd—ihlBC'bW607Jh-atgpid Member Forces S�tnmaty 7lhrbdmisMaabcBlma:� a a.a�lra g(n a�n¢.ra�da� amlra TC 141 1 0316 366: 1-2 02M -124ba l3C 3-1 OJ09 ISBbs-100fn1 Whs Truss -to -truss Connections Sunnmary ID I C ,WT— Q.M.T— C—i ori, An2k 111 I I 1! 174 D 05 4h0 45ft \�X`\\A� Not= ar°�eH '«mud °and czar °b�nr� �aa�eeb� ed®d> ad aeon u .(1 a. t) o� u: ao L �\ 40 /* v�GENSF�� 4)Tnsabtaas®eomnfaBaitulimiaedmadya�esuodcomedmbalkpwii¢Iba'sf�rm®o®dupYtbombheRmoS S»offiY. / r S,Lialubda4Yv vashs+AmM0.R3L5mFy1b�b8. _ � PE 76051 ` AL717(>:Ampynrh2deli�m9raibe6mei 1bMm�iom�aoa.Thrlofbi;iSvhaalneSEbaseimdq aeu aMraRe®msw}�d6i'heT'uaMaa�£anicmdrds4Mamr gsdmrtry�lnae;<nCfriafaveimufablylrHdfir� Brian Ni Blealdy Da�aAszlanb'a8auigidm�am�a¢nrpofesrtmla�aa3as�u LFiynii�'fo-fsna3,anpueiiv'gabounSalaemw7agraadtc•baputu[Irdmnafin&CanalAies"pagefaaddmdnfamannNonramcrphes9olhe �}�.r7f051 ®a�aaaalbySnRnn&ng%•/'^-^ta^'na®n4nxn0aFSt-27_Nm.�pbaaae�lpagcsa�bcpm6dpheme'slob+elb�e=18'W�aid a�18®ueep6SaSn7g;Wiosbd ecehjayaalRpugcpl+e 25yo\1:.a�r6a�xF�ta34vc1 t Southern Truss Companies, Inc Truss: DA -Agdbhhl2590 SOUTHERN N. kin I�igtlwa y `Nwr— TrusDL-dgn'r crystal dhc CW I nSd ,, -BUSS Fat Piate, F] 34951 Dare: 6142018 I1:4(65AM Truss COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: 1 Of Vvsim 2017.7.1(BuiW 2] Material D atihm vasi= 1565 Span Pitch Qry OHL OHR CANTL CANER PLIES SP16% WGr/PLY 3 6/12 1 04" 000 0-3-0 au 1 24in 101bs 30-0 3_p-0 3-M i 112- 61 m 0 �C? g 1 2.: T 0-0-0 2-9-0 3- Loadingl General CSI Summary Deflection L/ (Doc) Allowed Imd (A BUgC de: FBC20I71 TC: Q13(1-2) 1MOC OOIn LM9 0-1) L1180 TC L: 20 7N 1.2D14 BC: , Q14(31) ydLL. On LIM (}I) L/240 TCOL: 10 &pva b,. i-- Fib: OOO(I) H32(k Oh 2 BOL: 0 DQL: 125% CsepFanrK -20 BM-: 10 1'1se0B-s�(lat7CY�mt} (1b7D•]1,13.1 Reaction Summary rr 7 . ' BRCmlba ftyAdh M—W PUBmWY. M-p-d MwcC—Uafs M.Vkdu m M. bfO M.Hti 1 1b(Mx ] 4a Ca M—q 3Wh In hs - -24b, -24N ls7hs 3 HBdI(r—) 1 15h - 300h 54 hs - .6hs L6c Ohs 2.KW(r—) 1 15n - 3DOh 851. - <Uh; -601s Ola Material Summary Bracing Summary TC SP(AUSK=3)7Q2s4 TCBr+dg smhalarAofnse�6314Aadodagnb/� BC 5P(A1S06-2013),U2f7 BCBmdt 9— awAahsal*O-%h&&jpby0b= vaa Loads Summary 1)7b' mn .l b®AwWfdrfffaxdm)Op.b. MdimdW d*dmdhsd; 2)'Ibsr�lasbeadsgWfah��ofsindindsu+-•••S-•Rw�o c�_lOuemhefaberlg>�ddadiptI/Dnph�s:.-aF—�_.;.=.wTzu H,yb{r aaSICe,.,30`1M0O—Mktg TSm27]7fu48i3 fth-]4 yTLFnd2meimss2ilamdu*mos'dedDIvlf0,O:Z—Wdh3 fl 3)Mr®m�a�ic�drgodmdaaa:ssiilBLTabk1 ,7, basmb.appW Member Forces Summary gM�,waaxcsa��,r�(o�a�ra�rdaa��amB � TC 1-2 QI33 -159hs 1 l 1 BC }1 Oal -204hs S" istrorhbyhH3fg ( Brian MBle" h'shbA-18gaag *. N Southern Truss Companies, Inc- Tniss: J5 u T SDUTHSOUTHERNY 2590 N. kind Ni Ewa Proi-L)aa,re: Cry%d, Trim nCsiper. l TfRUSS Fort Pierce, H 34951 Dais: 674�2018 11:4o-i5AM COf71 STM Tl— COPAPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax : I O pagdI Versim 2017.7.1 [Build 21 Ma=al Datahm vasiax 1565 Span Pitch QW OHL OHR CANrL CANTR PLIES Spacilg WGT/PLY 5-00Ii 6/12 13 14-0 00-0 00-0 w 1 24in 17An 6-4-0I f 1-4-0 5-0-0 5-0-0 D8G 1]1P-0 0-D-0 I 5-D-D s-0-o Loading General CSI Sti�y Deflection Ll (loc) Anowed lead (p� BklgCad:: MCM171 TC: 051(1-2) WCR 009u L1638 (3•I) L/180 TOLL: 20 , TA1-3U14 BC:, 029(3-1) WIL• OOTh LIM (34) Ll140 TM: 10 RWM6 h—: ,b; Rb; ODO(1) A.rzat Ou 2 BOLL: 0 DOL: W% O pFna ,Y-20 BaL: 10 PbeCBsWrc7M'Y1AMt (13.10J-11A) Reaction Summary JT 7we 1 Y3seCm,bo BaNkfb Mate) PWBRWb M.Rmd M.Q-Uffi M-%h%j A 1 M(W2 1 35a CmueMamY 31ge Ells - -178hs 3 HM(T—)' I 156 - 300e 92E, - -1 is 2 HRN(r—)I 1 i5e - 30De 190fs - -1611s Material Sunimmy Bracing Summary TC SP(A-9ot2D13)$Q214 TC k-* Sbe,hai ?.&—&KP %de�pby0hes BC SP(AL93*2013)1Q2c1 BCPndq: S-W6 Pt-O&OAP .&eL bymm% Loads Summary 1)Tbk—bmb®4apmdf ,f.6e & nlOpft A dmihetedplsdmdb.&' 2)TL'seushazb®dcdyedfQf�asofwidhadsna®rda�ssmA.4ET-IDubfnfo5r Mi ddmiipC WmpbidmtEp—CPueabFrAlwdG fRadk80t DO-l0).OmlBg6 IYmsn]71h4833�h�la$TLtFedZmeTn�Tdcadobm¢viadPX-1.60,CM—Wh3ff. 3)Miuomi sanvjet:hido0ha�damvbll3Cfabh1607] h—Ab®appkd Member Forces Summary Tbbr�esMmwmacs ��lr�(m>xo�.f�aao s:.� r.� vzb I Tina -to -buss Connections Summary ID C-idT C-li.T— C—iecft Avek T12 JS M '12 =ds Notes -lls Ohs -1611s Ohs PE 76051 I � -.0 �� ST O � 0 j°.n .�40Rlo �11111111� atsofleefame(onnafahlyhe9dig BrianMB damaenaPmm,eurphtbal6e s„a&gn76Q5�;�' 1 wti�aein l8pnmepha: 25IOTtiSmsHd�R1'eieR3d951 l` 3 Southern Truss Companies, Inc. Truss: BA "< SOUTHERN 2590 N. kings lfi um Y PIo)xt mae- ft Tnn�sDdsialer. tfflc CDmpm aSahmcxsT" Tntisss FoltPierce,F134951 Date: 61442018 11:4(66AM Tnm COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pa_w= I of ( larsinr -2Q17.7.1 [Bu ld2] MalernlRatabasevcc 1565 Span Pitch Qry OHL OHR CANCL CANT PL S Spac re WGT.TLY 500 6112 1 00-0 0" 0-30 0" I 24in )6ft d 1 T 2.: 0-M 5-0-0 5-0-0 4-B-0 5-0-0 Loading General (NI Spry Deflection L/ (loc) Allowed Lad (psi)B1HCa= FDC2017/ TC: 039(1.2) V ck Min L/530 (W) • 1.1190 TQl: 20 7A 1.2D14 BC:, 031(il) V.LL* 00 i. LIM (3-1) LP-40 TCM: 10 RgMiihr>e�: W vab: 000(1) Fl-CR On 2 BCLL! 0 DOL: 0% CripFamr.F:a-2D 1 Z(VA1 I 4. C—M. y 30. =16 - 41M it bs Jhb 3 1IRd(rmm) I lSu - 300a 921s - -3 hs -31s OW 2 BRdcr- I ISa - 3DOb 1461a - -107ba -107ls Ofa �) MateriallSummary Bracing Summary 71C T 2013)C2%A TCB—V RmWwP&kw6-3APuFfndes�Wby0hn BC SP(AL 2013)02.4 BCBmdmp �mhefaAvinsa1104?O,Av6d¢igu6yGMs Wbs Loads S►unmary I)'Ibsmsh sb®dmQmitv6e�'es�lDpatmm�dval.�mdplsamdla� 2)]L'st�bab®d�edrandreEar�wdladsbamda� �ddmiv<a¢ 160mphu1va4F.>�aRC,R�'Fad�adCa6bFTP �Gegvyn0�im�OwalBtfg D0L-1A6CCZ— 17ms27n)h�4a33 t(b=14Qra�d�Tm�,ra�md�.ar�m�n(zPlco.�z�wdb3a 3)Mimmmaagmu.bad umvda slOCTahb16073 hvmb—ppW I Member Forces Summary 7bbbbdraecMm 6rB�mm C9 mul ®lfa ¢(n0ammp faaddBam Lm�m®Irv¢j TC ll- 0392 BC 3-1 0311 -326hs Wt. Not= i P E 76051 L NH��X�� La N\ ST O 0 � G%MPsSl/!Il O �\ \ 9 f Southern Truss Companies, Inc Truss: P����: 2590 N. kings Highway �l I SOUTHEPN THU S Fod Pierce, F134951 Trussl)*pr .. Date_ dh- 69442018 11:4tr56AM COT90 sohmaDT`1 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of2 T— Ver6m-'A17.7.1 [Build'] MaterialLhtallacvasim 1565 Span Pitch QIy OHL (Alit CANrL CANrR PLIES S)tacirl., WGI/PLY Wl 6 /12 2D 140 000 00-0 000 1 24 io - 2311. e-a-0 — — F ! 1-0-0 7-0-0 F 743-0 A7AG.A7AG B4G.64G A7G 0-" 0-0.0 7-" 7-0-0 Loading General CS1 Summary Deflection IJ (loc) Allowed Laad ( ) 13jfgCodC • FBOI7/ TC: 0.73(1.2) WX 029n LrM (}I) L7180 T41.: I 20 TA 1.2014 BC: , OM(3-) I U6 U-* I OD9k Lr= l}7) LMO TOOL: 10 APMtrlau l )Fs va 0f0(1) H-CR ODI k 2 B=: 0 DOL: US % 0¢pFadXF.-=0 1 Fb(WQ 1 sinC-.--Murry 300u 36M - -12116 3 HRol(rsi�) 1 15k - 300k 1301s - - 2 HPaI( ) 1 15k - 3Mk 211k -Mb Material Summary Bracing Summary TC S�(AU35-2013)tQ3c4 TCBr d* 9.kbd ANi-&30,Ba6dpby0hm BC' (AIS7ra113)fQ2N4 DCH-i{g 9.t.JQAvks91040.A.Wemby0hm wts Loads Summary 1)'0n:nahasE®ee.�rdfa6e�mdm 10psrbo®drdrxemdps6®dmds 2)76'etas:lasbmdcg7dfalediaedu6dkadskamda�sd,A4E7-]On�lerabaiguaddrdip¢ 160�ryb�¢mqF.�meC,]idjEdiadCnbMipBuii�gCe�ry'IIOaIDOAUca1Bt6} 15-27.17ftx48ii111-14QNfFdZ—Tms,TiYced,*..iiff dDX-lfD,CC7meWffi3s. 3)Miu�mmmm ccl�vg6.mdam+.+�IBCTab1160'7] lasMb—pid Member Forces Summary Tabr�>=Me�w oa�ca �. ®rag(�a�.raQr��a�raaj TC 1¢I 0.271 361s 11-2 0.73 - ft I1C 11 OS" 7 266ks 6179ls) ll[ba Ti ass -to -truss Connections Summary ID C-WT Camb¢T x C&I Arek 7-P_ 17 A7G - 7-&12 270dg Tr- 37 - A7C. 9412 270dg ' Tr n A70 114112 TAdg T27 A70 r- a3a72 Z70dg, 7T2 n A7G 14.1.4 Tr 37 A7G 16-14 ,2Mdg .-270dg Tr- 27 A70 1s-14 27MV Tr J7 A7G 3314 2Mdg- M n .1240 _ 7412 9odg . Tn n Alka 9:0.I2 90,dg Tr? n A74G H4112 964 7T7 n VAG 13412.. 90dg Tn n VAG - 14.14 90dg TT7 n VAG 16-14 90_dg' TT7 n VAG I8-14 90ft T77 n VAG 2p-M 9odg TT9 n BIG 7412 90dg Tn n B4G 94W2 90da. M I n B4 %74 904 1'79, n WG I1-74 - 90dg OW -1561s Ohs i PE 76051 �I 'S 1 ST O ��°-°fir ��L oR►� ��`��� kkran sarobbye�ls�s 1 BrianMBlmkly h�,�lssaascy,e Southern Truss Companies, Inc. Truss: V12 - •' SOUTHERN 2590 N. kings Highway T� �,s do 7x4 -BUSS. Fart Pierce, F134951 Date: 6g4/2018 11:40:57AM CM COMPANIES (800) 232-0509 (772) 464- 4160 (772) 318-0016 Fax J'Age: 1 of 1 Tnn� Versica 2017.7.1 [Btild21 Material Damb a 1a5iar 1565 Span Pitch Qly OHL OHR CANfL CANTR PLMS S7ac6v WGT/PLY L4 9 6/12 1 040 000 ON am I 1 24m 40lbb 12-9-9 6-4-13 &4-12 I 6�13 12-" I 4x51 2 12. 6� 12 �6 m N 3x4 - 3x4 - 1 3 1x41 12-9-9 12-9-9 Loading General (St Summary Deflection L/ (loc) Allowed L-d (0) H11gCn3c A3C2017/ TC:' 067(2-3) Vcot Oh Lim L/180 TCL: x TH1.2014 DC:, 06Ll 2(4-1) Va.Ob1P LIM L240 TCIL: I 10 NpMlrl— V. Wb: 004(24) F—M On 3 ➢Di: 0 DM: 125" Cwr.—,v.-20 ➢:II-: 10 14xCHaE(1alXL'4lck w4 o4m) 2003-wo aiz 34ai Reaction Sununary 3f pp. BeCambo &eVAdb M-W RpdB Vlft M-PR d MaxC— b10 M.V"Lt 0 MaxlbEO M.Hxrz 4 HRd(V.a 1 15359/u C—v M—y lbk-. 3231E - -266s -261E oft 1 Fin(%4 ] 153594u Cm M—y M.— 351 bs - -1151E -115bs 50b, 3 HUPA. l) 1 153S94o C—Maxey W.— 35lbs - .1151E Material Summary Bracing Summary -115bs 01. 7C SP(AL405-2012$GZA 7'CB,-* 9.fW.Pfma1630,1e.&WbyCb- 13C 9'(AU05-2012)ON4 13CBaug 9ebaiaAuina,6-3QAxiod�lyOhaa WIE S('(AISCli2012)l➢2iA ' Loads Summary 1)Tbs. El�p adrQlacblop�boummaar amap4Ed®dbaac ZJiL'an�lasbandsgye7far6e®�dwnihadsua®rdaus7-l0hefab�.ng�dd�ipa 160ugL, ti^••—�= r•,••=••�A,yEaddCeblBiling6eguy110-1lu0va1BN3 Di.2717fa48331(h-14ftNiE dZm Tnes,I-W.ed.*m¢ikdDC1®1fA,Q7—%Vth3fl Member Forces Summary nit��M�a1m�L4 mu., l ca�mm¢f�rae maxa,:Ira� TC '-2 -mba 7-3 01161 -m1E BC 3J 0627 189b; •slut 4.1 06D 189. (-57bd 2 Va. 2-4 =I -174bs � ' 1Wites 1)7L'Ede'sbamlml��E}IOasrdemadbyhe7017FixitaBhfngCoY 2)Vn(Ra�FhzOterz6ewialudh�omld�sBrbFebadtiah,vapmvpmc/dd9amdebdmdhadmmpWnsIIi1 F1.+(Ife-1)xC� Qaamzda�ubA1S1[P14 . I I i I1/// 3)/�iymmdramr.C4=IL0.hasb�,ppwntxphehtrd�namdag�.a1,¢..�inab�6eTnmMmdao.rpcAb9na 1-70U2s®2.42 ��111 5)1Lahoblul7Cpihhvi¢ma6epeup6.emeExa� whhdraddeptr �l6�seamzll�gs � \\�\ ENSF�Q7� PE 76051t_�� Lit, f '0I ST O 4 ORI� / NC1110EAmp/ofdsd9alhefuoileiofrea�mnromr.11w��off¢:idxiAn]hm'sbAmlmdgnaeu mdreluimmcs,ppidbykl'n�Mandanrea,dref¢4mframrag'mdhbfomefmaRrhbytrBafrg $Ila➢ivi BlOa]dj� �mcA�l,nb'sdruaneiidm�amga^QidP��%T�®Fl��mp�Y�i'f trnumiryarmh� 4,oaa5alrm,v�errrdfie"IugnwWnf sn&CrncaL➢ite"pagefQadd'anlutmmaem.9lmoosQ 1s�albe ���I rnaod n.elbySnpmSmgTeCmpamlocbemxda,aead,F54.2762_Mmmaphaam?Dgaugemtsfe�mCdph�e'sfoG�db�'a=18^uhihi�dascnnl8pmv_ephcaS41S,M�ufmtsa tiepesol8�,gepbe 2590K " AA�¢R3495 Southern Truss Companies, Inc. Thm: V4 2590N.king; lligIwdy �Des@kz- CmpoielcSOlmkwls— SOUTHERN TRUSS F(xtPierce, F1 34951 Date: dhc 6742018 11:4(t58.4M ITM S COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: 1 or I Nkxv - 2017.7.1 [Btmd 21 MateaDaWwrvemkir W Span Pitch Qry OHL OHIt CANTL CANTR PLIES Spa..-iag WGT/P1.Y 3-2-6 6/12 2 000 0tw 000 000 1 24m 8lhs 1-7-3 3-2-6 4x4 - 2, M 0-0.0 0-" 3-2-6 3-2-6 Loading Genet�al CST S�uonary Deflecfion L! (loc) Allowed Imd old) B4co& IBC20171 7L: Q13(1.3) \Mck oil L/999 L/180 TOLL: 20 TAI-±014 BC: QII(3-1) V.U-. On LIM Lr40 TCDL: 10 F.TMb kd6 se: Vs Wb.' 00D(1) }hrzt7t: Oh 3 Hal: 1 0 DOL: 125 % I C pFb..,M-20 I (mIDa4as I A406h Ca M—y 136ha Bspt - 48ha -ah -13M Material Summary Bracing Summary Tc i'(MS06-201�702,4 TCBred* samhdor3l�imeil00QB+iod�nbyail,ea DC �(A SD&201±)ON4 13CBr ' • SL.t j6 Pai—&3APcSa M by0b- Va. Loads Summary ,)73unndas"da*adO*=T &w]Opflo deadFehad*dmdba& z)T�.,.cnub®m�dr e��oc�.mmacha�n,�v�7-Iowaw�.;�,i�add;odg.al6omta,��F�^;ruiF�m.�c�y,.B�s,€c�ayB(<=Ina),o4.tBax D-27.17Poa41&33ftb-14$FndZ—T.Ml•1,Lamdu6-6k,edDJP160,OCZ—Wi*3ft Member Forces Summary v11� slda�w nQ�aav rapt®�p�ra¢aaae� �.�ua a 7c__-7le 12.3 0.130 -87M BC 3, a1Q1 133m 411ha1 W bs Notes p77 ;;�da✓�B},o�,�e�q•i>�7F.6hB.?Sgc& 2)1MOcaidP—CR.fta 1.4wale,mltdr&mkemdpi t—V V..tdaih4mdm d®db ..p d.D0u.+(Pc-1).Df UU.- A.-.AANWM 1. 3)Ceblae8vsoaamuistmodaoNbe+ailg 4)Mir®olsmr,Ca=100,Insem1yyadonepHehra,®o¢aegnalamndlyhruBM�SermPcnrsna 7-mo7s®2az s)t;-Ikd eanla Mwf3cco •mdre M8L�����/ 6)}1� hoteial7'Cpmhokcmmtkpami�ammnmasa�adaa�exorudeua6hdfaf depingnmdstib�4ntjais Z\ PE 76051 I �ss -- 111111 MO\��� laenfomoimssfaahbi+� 8 I - - Brium Bleawy g Southern Truss Companies, Inc Truss: V5 Alfthb2590 N. kin 11i °� ° Project Name: Crysal SOUTHERN . wa y ThwD-6l . dl; TRUSS Fort Pierce, Fl 34951 Date: 614r2018 11:403RAM CGmpo3 mSoh&msT" �Thm COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Paw: I Of �ioa: 2017.7.1 [Build"] MaterialDat:}laevuem 1W Span Pitch Qty OHL ORR CANrL CANER PISS Spaces V/ IIPLY 590 6112 1 I t340 a" 0100 ol" 1 24 R1 171hs I5-9-02-10-8 2-10-8 2-10-8 l 5-9-0 12 6F- 0-" 4A- i 5-9-0 5-9-0 Loading General CSI Spry Deflection L/ (loc) Allowed imd lyst) ftGC d,: tBC2017/ TC: 026(2-3) VOOC On L1999 1./I80 TOLL 30 TA1-2014 BC: , 0.1004) VKLI Ob L/999 1./340 TCIL: 10 RspTftrimnx: Ys Nxib: 0.06C-14) 1brsCR Oh 3 BCLL: 0 MD-: M-A G.PFmr,Ra-20 1 Cb®mc 1 69i1 C—Masvy 172bs 85pr - -721. -721a MaterN Summary Bracing Summary TC SPW-906-2012)M3^14 TCB-.g Q-fAmP.%,.6-3AF.&d by0hna BC SP(AL9L1i2D12)t0'14 BCBmdF &.MI P iosas63A.AvbdWbyQ - Mft 9'(AL4rr2012)032at Loads Simr2�rry 1)Thc.msha imid jdfaMflesdeb 10p41unndcsd$.bdpwdmdW& 2)TL's�hazls�d�nifahedt wud6adsna.•-a,,,.,.x.c•�-J0Wb rf bAiV—d5dip¢ 1fOmphu1wiml; rcC,AsyFid*"AGs6blfp.&dLgmegcr)'D01D0).0-11)Ug Dim27.17da4&' 31(b=14f(Fad7meTnwXbrmdubamsiildDaFILO.CCZm Wdh38 MenbexlForces Summary f—id —Ifi -ir d TC 1.2 0248 981s (461a)12.3 0248 981e WWI BC Q105 951e (J bs) d•1 0.105 931. (-Wbs) V8e 2-4 0f160 188N (-)Dhs) Notes 1)Tldsds@s'sh� vul9CE}lOmsdeemi byir]L7HtlffiBuN�Cadc 2)VnCltmdFiriLRmlrveialndM'vorWMhiwsduebFelmdlisim�m^4vcnofdil+m�dmdsdt:ed.mnpeiastkl 1L*(Ra• I):CYI II.isemnlariexlM1AT.91fP1 I 3)GAhgon. im bo d.db-i g 1 �2 6 11 M-0 4)UAA-d,VV-d Coal 1nsh®uSO4b epUetstrsls�n^ed�wLsm nlbl'trTn�MraatadvcprA*19/fPi1-70015ata242 \\ 11 I I f 1 I /// Ai41d,,:,dspifisadmslnsdmMPR3tcUtb'6edOg 6)Fbsbmad.7 Pihhsmksnmhepmpe vsevr"'^mesa�vmeauresdaWbdfddepha[7nFed�4mw4smejiis \\`\��`♦ Nt�B� /f�/ ! PE 76051 I !� -0 �\ ST O s ,4 OR1- ECEAmpedh�d�daibe0miiainfmmmmisams:Tbaia�ofh'six6+ifdnes'clanimdo-�maanandseµumsmss¢pWhyhTsu�Mmdaaasardrd¢Washeamray audms offrbface4osefmbbyhRif rg BtianMBlealdy i®c-4-1m.t.Al—pbeslnibe '�ffewdbl'SnpemSm�TEfiFesO;lrcnsmdas. diF96276+_vom®rpbcue31pau ml�teTaiTdphtse 'sfo►wltyz_IS'uhifiid'wswlBpsEep6t«'Selfi•.vhi'6�aasli�eeolamieepbt S.-F." 76051 7590�I(vim R}M¢R3/95 Southern Truss Companies, Inc. Truss: V8 r; -' 2590 N kin� � ITi wa SOUTHERN y i' tams: cry.Ql Tmt sDaipm dh: Cmy7or tSuhmortTM miss. Fart Pierce, F7 34951 Date: 674018 11:40S9AM Thm (COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax PaV= 1 Of Vmsim- [Build -11 Material Datalxae\ mu. 1565 Span Pitch Qy OM OBR CANrL CANrR PLIES Spacing WGTIPLY &." 6 M7 1 00-0 000 0 &0 000 1 24 in 271ts 8-9-9 j 44-13 4412 4473 8-9-9 4x4 - i 2 12 12 6F— e N N �6 2x4 I U W l 1 3 4 B-9-9 8-9-9 Loading Genial Cal Smeary Deflection L/ (loc) Allowed I.ma i (pd) BligCadc FBC20171 TC: 066(23) VnCR: On L/999 L/180 ' Mi.: 20 TFII.3D14 BC: . 023(41) \MIL• OotP L/999 L240 TCIL: 10 A.p)Abl—: Y.Wb: OM(2� M.Ck oil DOLL: 0 1]f3L: W-A Gnplaar.Ira-20 BCCL: 10 P—Oft 0h VYM4k (1:10d5,flM) (2"3-15A) 139015342S.) ReactionlSunanary jr Twe 73reCaobo Br.Wf, M-W M.R— A.Rmd M-G.Aw M.WdLyd M.Upm M.H is I Gawk 1 1055%b G—Mavuy 20b, 95pr -106h .106b, 35ba MateriallSurnmary Bracing Summary TC 9'(AL975.21112)A33c4 TCBradg 9-teJl A.Laa*6 Ahvb&pby0b. BC SP(AL476212)A33.4 BCFLad�e 9rvbdwPe*� 63gAvEd!imbyChEm Wbs A1St7,i2012)tr32.a4 Loans Sunmmy q'M- e huban"fo t—.Z 10pfbo dr dLb. dpl. d dm& Arm�a�h�b®d�rorm�esorwmmasoa®as,�.shns•E7.lo�n+�ra,.:�gu$ds�d� 16omabwmatF.,�a�c,A,+,•>�e�ogca�•uQ=1m).oealBgg Zm27.17fa48331th-14UmdZm Tne ,laws d%�b=n&dl M-M.CC7,=VA h3fl Member Forces S unary ,a �Mea�E�maxc9 �a �ro�( .ro�aa�asm o�a®,rm=j TC 1.2 0655 242tc1s (-IM 2.3 O655 2421s Mgt BC 3-V 0230 86l-14 h; 41 0270 86hl -0Ia Wbs 124 om 2301E (•I60hs) Notes: I)TL"s6�'sbaaalmASCE}l0asdavimd b,•frYl7PordaiLNngCode 2)W1CRaMftri(Ita�ehwimlmdhucopldihiwsduebiveYedpYsrmapmrPoieonfMlmbndomdmdbA-T-J-DI IL+(K-- 1)aRll IIiiAT vm 1. 3,Lebhe}nam�usb�d:udbmiFg •4)lq�aiyoaolfamyl'q-IDQhssbmiepieiod�pbebtratr�om6�wLa.asged�dby4e7n�Mm�daeucpeATH!!A 1•WmS®242 5)Lsniuedup10imu�bv�1mM0.7�mly� \ [v► .131 j PE 76051 !! f � -fl ST O ., ORI� /// 1PfALj10�\ TYRICEAmpyofi�$i�n9nlbefimileloicves nomaxr.T6ede�oflmi�irviiuleuaE�selmdea�acue�drepi®msegipiallyheT�uasMa�ufimeandrds�anbramaaq aodmmp'mnsNf insiGa6 I3r�cAnlmh'sbaxgidiacnm�vu�fPa`f�imla�migr�*s2�'®H'f�a.apooaad�idn+u5deomp3grard6e"Ingvamldmm6n8CnnalMa"p3gef addiud� &nJllano®rpMsdalbe BlianMBlealdy mm�damafbyS'ysnSmgTieCmSnnylmoaomhmvih19td7R_UomaarpMcam'�pu�ml�tc{�s£edpb�sFfalwwlh,•e �18'Widi:daaan l8tnugepbeor'SYIS',Wifi'v? tabshmam]8gauaepbr 9nn}iigK76051 25907:TG�aFishRlh¢Fl34951 Southern Truss Companies, Inc Truss: V9 r::,,�,.�,,,,�.,.Tti•.•-.' 2590N-kin Hl via SOUTHERN � oh Y Project Nam: Ctysal Tr1laDtiig<e1- �1c C07wkDit SohIDm"— -muss. Fat Pierce, F134951 Dale: M4018 11:41-MAM T-19 COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax >'aEp: 1 of 1 Vtrsim 2017.7.1(13lrikl2) MawialDaralm,adar 1565 Spar Pitch Qry OHL OHR CANFL CANrR PLIES Spacing WGT/PLY 9-m 6 /12 1 o" 000 000 00.0 1 24 in 30Is 9-9-8 4-10-8 1 4-10-8 4-10-8 9-m I - 4x4 - 2 12 12 6F— �6 N � • 2x4 / 2x4 \ 1 3 4 XXXXXXX 0-0-0 0-0-0 B-B-0 9-m Loading General CSI Sm mary Deflection L/ (loc) Allowed Laad (ps>) ftGe do A1C2017/ TC: 080(b3) VnGk, On L1939 L/180 - TCLL: M TH1-2014 BC: 1 031(34) \bO]. On1P L/999 L/240 R�RM: TCEL: 10 hrl lk VYb: 007(2.4) R.CR: 06 3 MD BCLL: 0 -: 125% GeyHaoGR'a-20 WIL, 10 Pbt0�DatxY4nak (110-W.8.M) T2l403150.) (3d -153- M) 12eaclion Summary ff Koe BreCambo EkRVAA Mate) RudBm\\Bh M.Reod Maxfr-UA M.\WdL1# M-LW MWb& 4 HM(MPI ] 117e C—m.." tH— 273bs -57h -571a OEe I F.CQ4 ] 117h Gxa M.M Lbl.— 2771. - •119b -119Ea 3aEs 3 1i8d(V,6yl 1 117i, Cuoacm—y Lkd.— 277b, - -1191x -119Ea 01a Summry A4atenalg34 BTCB:ad.gAdracing �mai63gAa6dm�by0hes TC BC SR(laS0f.2012)4320 BC&amP, III--Ad—&3AP.&d.�.by0b- Nk. SY(AIS0C7➢12)nN4 Loads Summary I)7E'¢nshasbea�despnd faheaimsam 1 OpdMnndaxd FahadRlnd®dbad; O to i miip¢ li0ephufma4F•> CAal dCaLMiR �B YDQ�ILO),O.ealBtlB 2)7L'a717f.4m kh-14A s A,.b I5ms27]7ffi4833 dh-]4fiEd7mJn�219redv�madaeiDO1.�I60.CCImeWdh38 dZ—T .14.* ,.ii D3.-I .CCZ b3ft Member Forces Summary Tabeud sMmdrD�maxC5lama�lfagOma®gr.fo¢BdHeevfram�axelfo� TC 1-2� OSCG. 281 te. 24.3I 08281aE (2 BC 3J 0]07 911s 9Eaa cm 91s -59hd wt. 24 ; OOR 2Mb (•168bs) N[aes 1)7IDsd�s�mA�E7-IOasdemml6ylr.Xl7Ax&B�d£gBCade , '2)VnCIta�HxzCiturBe+a�laMb¢coNdAmsndlxuFeindplsh I I !p1 yaaypmwdd4umdueudadYeQaaup�7asLM ILr(Kc-I,xQO ILaaoadmma�AT9/IH I. 3)MmEy�dfa�C9�lf4h'nE®aFPfdnEq�r.Emla�amdmpwbaes�idbi'6e7iusMan>f nucpvATHRRII-DYQS®m24Z d)Iiidoidt43ftimumshvge3mMA'1RSQJ'h+d� \\\,,It !!/�// 1\I \\\ � (a ,1. O� /// 5)Pha6meda17G{ahlmlammhpmryo.mum®a¢Tu®abter�deimhb3ddodnga�dsamtafm�ns \� �A �_--- ` �i ! PE 76051 I ST O �j�ORI� \�� j /�s W110E_lmpydm-sdcti„n3mllefim�eloiecanum�meacil�Ysmofhuidiv iolhrasffivim8ovanmd�um�aippiaib�'1�7�uaMenS o�vanlydagcnleamraq ardmnp�e:offeufomafmnfahb]•IeBuiTrq D�.,�1aa>�n;�:d�.saw+�rRmT�1,�:.+*;,s��r�,.fareN,•am„�an,t�d�s�m,� re�h'Lnpi maw !m&f 11•ba"pgfaaNrtmlofamain.4l®�rpl�udrelbe BrianM. Blealdy mvadaiad(ySn�nSeagTi{'a�par�LrnnavdaneoEilSt-2762_4lmmmrpbaerc'llfovy_ud�Ec;nidph�ei:ToWafb,•e-1S'ubCli�dme�m lBpauEephrurS lSuldEi�baliv,�vian l8pugc¢ae Suu&gi1160S1 2590T1IvpslfahRPc¢AJ4951