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Home My WebLink AboutTRUSSI SOUTHERN TRUSS COMPANIES, INC. SOUTHERN RANDYCSOUTHERNTRUSS.COM T R u S S BY 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 349S I C O M PAN I E S St• 8_ude COUI (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: I Projelt Name and Address: Oakland Lakes Occupancy: X Single -Family Lot: 0 Block: County: Saint Lucie Multi -Family Truss' Company: Southern Truss Companies, Inc. Commercial Truss Engineering Program: Simpson Component Solutions Plates By: Simpson Strong -Tie Con# ctor / Builder: Ryan Homes Mode.- 2195 Elevation: A Options: STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance Building Code FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces as required by Tth hefo owing provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: 40 P.S.F. Desigr criteria: ASCE 7-10: 160 MPH Top chord dead load:,Z_P.S.F. Top chord dead load:��P.S.F. Engin'I' er: Brian M. Bleakly Bottom chord live load: * P.S.F. Bottom chord -live load:_(L_P.S.F. Addr�ss: 2590 N. Kings Highway Bottom chord dead load: 10 P.S:F. Bottom chord dead load: 5 P.S.F. Fort Pierce, FL. 34951 Duration factor. 1.25 Duration factor: 1.00 Mean height: 22' 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 Deparhnent of Professional Engineering. Tallahassee, FL. Engineering sheets are photocopies of the original design and ap roved by me. No. i,'i Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 Al 21 FGC 41 J8 61 81 96 2 A1A 22 FGD 42 J81 62 82 97 3 A2 23 FGE 43 MV2 63 83 98 4 A2A 24 FGF 44 1 MV4 64 84 99. 5 A3 25 FL1 45 65 85 100 6 `3A 26 FL2 46 .66 86 101 7 "4 27 FL3 47 67 87 102 8 A&G 28 FUE 48 68 88 103 9 A6 29 FL4 49 69 89 104 10 A7G 30 FL4E 50 70 90 105 11 BI,1G 31 FL5 51 71 91 106 12 B2G 32 FL6 52 72 92 107 13 636 33 FL7 53 73 93 108 14 64 34 HV10 54 74 94 1109 15 �' 6 35 HV6 55 75 95 1 110 16 j8 36 HV8 56 76 37 J2 57 77 38 J36 58 78 J 39 J4 59 79 - 1 40 J6 60 80 by my seal, I hearby certify that the above information 17 E1 18 E2G 19 F`GA 20 1 FGB As witness is truer Nam'e: and correct to the best of my knowledge and belief. - Brian M. Bleakly Lic. #76051 i FILE COP V, r - TYPICAL DETAIL (9 COR.NER_ HIP OTE NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. OA UP TO 265 = 2-16d NAILS REQ'D. 1i32.5# per Nail (D.O.L.Factor=1.00) s toe nails only have 0.83 of @ UP To 394# = 3-16d NAILS REQ'D. I teral Resistance Value. M iA I� n n 12 'O '® 'O J1 A 7.5 & OVER 'O 0 l �A n ! u n u �') I �m _- use 2-16d O 7-0-D `� toe nail `%TC & BC. ,. HIP GIRDER H7 (HIP GIRDER) A QA A i ; 0 2&� ., `. 1.5 ovER � Typical jack 45' — ---�- -�- use 3-16d `� attachment a toe nail ® T&" lO TYPICAL CORNER LAYOUT & �-16d P BC' CORNER JACK GIRDER Typical Hip -jack' attachment CHORD HANGERS FASTENER GIRDER JACK J 1-J3 TO HIP JACK GIRDER TC ------ - 2-16dnails - - - - -- BC ------ - 2-18dnails - - - -- TC - - - - - - - 2-16d nails - - J5- TO _HIP JACK GIRDER •• BC ------ - 2-16dnails------- TC - - - - - - - 3-16d .nails - - - - - J7 TO HIP GIRDER BC - - - - - -- 2-16dnails - - - - - HIP JACK GIRDER (CJ7) TO HIP GIRDER TC - - - - - - - 3-16d nails - - - - - BC - - - - - -- 2-16dnails ----- MINIMUM GRADE OF LUMBER LOADING (PSF)FBC7 L O INSiR SM INCR : oaz T.C. 2x4 SYP 2 TOP 20 B.C. 24 SYP 2 BOTTOM 00 10 WEBS 2.4 SYP No.3 SPACING 24' O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, 495 COMPANIES (800)232 0Fort1509 erce� (772)464-14160 http://wwwsouthmftum=rn Fax:(772)318-0016 -ran M_ Bleakly Struct Eng #76051 2590 N. Kings Highway. Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL @ CORNER _ HIP TE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. (Z) UP TO 265# = 2-16d NAILS REQ'D. 2.5# per Nail (D.O.L.Factor=1.25) Ili © 394# 3-16d NAILS REQ'D. s toe nails only have 0.83 of UP TO = teral Resistance Value. 4 7 7) 1� G) too __� _0 12 J1 A Y 11O U I m �A ii ii ii ii J3 __ ra 'nin u n u u uU. ' A cvs I G) O1 A 0 0 O use 2-16d H5 (HIP GIRDER) �� A A A 0 5-0-0 �` toe nail ®.�� TC & BC.� i HIP GIRDER i 12 OVERw Typical jack 45' ` use 3-16d `. attachment toe nail 0 Td AO TYPICAL CORNER LAYOUT & 2-16d f,0_5C_+ CORNER JACK GIRDER Typical Hip —jack attachment HANGERS FASTEN EFR GIRDER JACK —— — — — —— 2-16dnails — — — —- - — — — — —— 2-16dnails — — — —- -—————— 2-16dnails — — — —— —— — — — —— 2-16dnails-- —.———- 3-16d nails — — — — - -—————— 2-16dnails ————— HIP JACK GIRDER (CJ5) TO HIP GIRDER — — — — — — 3-16d nails — — — — — BCI — — — — — —— I 2-16dnails ———— MINIMUM GRADE OF LUMBER LOADING (PSF) MR. INCR.: 25% T.C. 2x4 SYP #2 L D FBC2017TOP 20 B.C. 2x4 SYP 2 WEBS 2x4 SYP No.3 BOTTOM 00 10, SPACING 247 O.C. II ' SOUTHERN TRUSS COMPANIES http://www.southamtrusmcom CHORD TC 1—J3 TO HIP JACK GIRDER BC TC 5 TO HIP JACK GIRDER BC TC BC TC Fort Pierce Division 2590 N. Kings Higghway, Fort Pierce, FL 34951 (800)232-0509 (772)464-4160 Fax:(772)318-0016 B�an M_ Bleakly Sti Eng #75051 2590 N. Kings Highway. Ft Pierce, FL 34951 772-454-4150 k C C2 a C 0 v to it ibis pmdad Ir pn*rable in simr7arcanned= because of w a) easier lndallatioa, b) higher loads, of InWer installed -4 or combination of fhaw features. ...... •• All hangers in this series have double shear nailing — an innovation that distributes the load through two points on each joist nab 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 fight capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load rapacity and bearing than the LUS. MATERML: See tables below and on page 133. FINISH: Galvanized. Some products available in stainless steel or ZMW coating; see Corrosion Information, page 18-19. INsVII 11ON - Use all specified fastener: See General Notes. - Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. • Not designed for welded or nailer applications. OPTIONS: - LUS and MUS hangers cannot be modified. • HUS hangers available with the header flanges turned in for 2-2x (31AI and'4x only, with no load reduction. See HUSC Concealed Range Mustration. • Concealed -flanges are not avaliablefor HGUS.and HHUS. • See Hanger Options, pages 200-202, for sloped and/or skewed HHUS models. • Other sizes available; consuttyour Simpson Strong -Tie representative. CODES: See page 20 for Code Reference Key Chart - Drese products are available with addYuonal corrosion prub:cdon. Addrgoad products on this page may aim be available with this option, check with Simpson Strang -Tie for details rDiese prmducM are approved lorhxWkffon wd the Shmng-Drive SD Sbudurd- Connatorscrew. See page 30 for the caned subsHMan and SD screwsba, Model No. Heel HeightH Ga Dimensions Fasteners B Carrying Member Carried Member SINGLEWRES WS24 246 18 Wo 414 1% 4-10d 2-10d WS26 41/ 1 194c 4% 1% 410d 410d MUS26 4,,A, 18 1% 1 M 2 6-1Dd 6-10d HUS26 V. 16 1% 5% 3 1416d 6-16d HGUS26 4% 12 1% 5% 5 20-1611 8-16d LUS28 4Y. 18 19Sc 6%i 1% 5-10d 4-10d MUS28 6%s 18 M 6% 2 8-10d B-10d HUSH- 654 16 1%- 7 3 2216d - 8-16d- HGUS28 M 12 1% 7% 5 36-16d 1216d LUS210 4'/. 18 1'Ya 7% 1% B-10d 410d HUS210 8% 16 1% 9 3 30-16d 1D-16d r 1.See table onpape 133 for allowable loads. 0 71 OrHHUS210-2 (Truss Designer to provide fastener quardWfor conneding muftiple members together) 6MUS28 Strong -Tie HUSC Concealed Ranges (notavallable for HHUS, HGUS and HUS2x) th neuucea neei neight ® Double Shear Dome Double Shear Double- Nailing- Nailing Side -Yew Shear Side View 41 _ (available on Nhear Do not some models) Top View bend tab U.S. Paterd 5,603 5B0 • -d .,, Mmn� Load - - •.' SPADowahteLmads '' SPFMFADoaabieLnads Code Model No. .. WPB �mor - mks �Iioa -. -wind UprdP ] g6� (IM) Floor (100) Snow (115) Roof (125) 1fTmd 1 (160) Uplift' ' (160) floor (190) Snow (115) Roof (125) Wind (160) Ref. SINGLEWRES WS24 490 670 765 825 1045 490 725 830 895 1135 420 575 655 705 895 LU526 1165 865 990 1070 1355 .1165 940 1075 1165 1475 1005 740 845 915 1160 17 F6,L17 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1625 940 1110 1265 1370 1570 HU526155 F2Z2Q.._335Q .3 1550 2950 3335 3335 3335 1335 2330 2650 2B2D 2865 4725 529D 5390 5390 1520 3750 4200 4500 4635 17,L1728 HGUS261765 . ]fi5� 1U0 . -b 6 i" ?,W—Z 1165 1200 1365 1480 1835 1005 940 1 1075 1165 1 1475 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17,F6,L17 HUS28 2 000 3 665 4120 4220 4335 2000 3790 3960 41370 4335 1720 2905 3035 3125 3435 HGUS2B 3D15 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 1 17,L17 WS210 'HU5210 jfi5�..g 1�4DO_' 3, '_M . 525r I44! 165p ? t575_, �209U g 1165 3000 1445 41D5 1660 1 4310 1795 4450 2270 1 4930 1005 25BO : 1145 3150 13D5 3315 1415 1 3425 1745 3815 17, F6, L17 132 Note: Far dimensions and fashmerirdamration, see fable above. See table footnotes on page 133. - These products are avar7ahle %a addrtiom) corrosmn protection. Additional products on Us page mvalso be mbbfe with tick option, check with Simpson Strong -lie fordebdis 0 7hew pmduds are appmforins611ation witli the Strang-Drm SO Sbrrctrrraf- Connecl orsaew. See page 3vad 0 forthe correct substitation and SD saews7ze Model No. Min. Heel Heigh Ga Dimensions Fasteners `t:.,`OF QARowab�eCuads's.� - �. -. .. �,.. _•_ . T t SPF/f(FAflowabto Loads Code Ref. W H B Carrying Member Carried Member ,,, llpCrttl; (160� + �� r; _flour.::Snaw<=+Root• ' j 110j� _t'•�sq a =(71,5):: , ,�.. 3 {(125): .. -.i •. Wind :(16U)_ Uprdv (150) Floor (1D0 ) Snow (115) Ron( (125) Wind (160) OOUBLE2cSIZES LUS24 2 21/4 18 39 1 3% 2 4-16d 2-16d 440 800 910 985 1250 380 1 680 780 845 1070 1 UW.6-2 4M. 18 3% 4% 2 4-16d 4-16d 64 F�2B0 �62�, 1000 880 1010 1090 1385 C/, Ffi, L17 1 HHUS26-2 4% 14 351s 5% 3 1416d 6-16d ',•==75 U � _ - f 5r = '' 905: '265}. 1335 2390 2710 2925 3565 HGUS26-2 49s 12 No 5'4c 4 2D-16d B-16d :!2%5ii } ,.. 4355_ _•.L -Mr;`-S 1855 3750 4200 4500 4795 17,L17 1 LUS28-2 4M. 18 311A 7 2 6-16d 4-16d 1165 1315 150D 1625 2060 1000 1125 12B5 1390 1765 F HHUS28-2 M 14 3% N 3 22-16d 8-16d 2D00 4210 4770 5140 6440 1720 .3615 4095 4415 5375 F6,L17 HGUS28-2 M 12 3% M 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17,L17 EMU-? M. 18 3% 9 2 8-16d B-16d �1745�• �1 90? 2265 ,_ U. 150D 1555 1785 1935 2455 HHUS210 2 8'/ 14 33Ss 8r/ 3 3016d 10-16d '4U0 - 635�=,� fl< 6880' L�365+ 3525 4B35 5270 5380 5765 C7, F6, L17 HGUS210-2 BY. 12 3Y. M 4 46-16d 16-16d ic4095F'j�1] --� T - }ga�. �9100;- e��gOY 3525 7465 7730 7825 7625 T1,L17 TRIPLE 2xSC2ES HGUS26-3 4W. 12 41M. SK 4 20-16d B-16d 2155 4355 4815 1 5230 5575 1855 3750 4200 1 450D 4795. HGUS28-3 M. 12 41Y. 714 4 36-16d 12 16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 HGUS210 3 813Ac 12 4% 91/ 4 4616d 1646d :{4095 e9JU0:, �100 "970U;i 3525 7825 7825 7825 7825 17,L17 HGUS212 3 10% 12 4% 10% 4 56-16d 20-16d 5045 9600 9600 9600 .9600 4335 8255 B255 8255 8255 HGUS214-3 12% 12 41% 12% 4 66-16d 22-16d 5515 10100 10100 10100 10100 4145 8585 8685 8685 8685 OUADRUPLEUSt2ES HGUS26-4 5% 12 61Aic V. 4 21-46d 8-16d 7-035- 77� 4 23 �.5�r5$ 1855 3750 4200 4500 4795 HGU52B-4 7'/ 12 Wa 7% 4 36-16d 1216d 3 235� �Z46 � 4 46 46,' 2785 6415 fi415 6415 6415 Cl, L17 HGUS210-4 9% 12 W& M 4 46.16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,F6,L17 HGUS212-4 10% 12 6°Yrs 1034 4 56-16d 20-16d 9 45 �-W.Morml �96 .e �R 35 8255 3255 8255 B255 HGUS214-4 12% 12 SMs 129 4 66-i6d 22-16d �5515� �- _ D1D� Oa0¢745 8685 8685 8685 8685 17'L17 4x SIZES LUS46 4% 18 M 41+ 2 4-16d 4-16d 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17,F6,L17 HGUS46 474c 12 34S 4r4c 4 20-16d B-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17,L17 HHUS46 4Y. 14 3% 5Y. 3 14-16d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 LUS48 4% 18 3Y. BY, 2 E16d 4-16d KS ` b6�;; 1D00 1125 1285 1390 1765 HUS48' N 14 SY. 7 2 6-16d S-16d S y, �595= �1i13 �196_ �24�_- 1550 1365 1555 1680 2115 � �' L17 HHUS48. 6% 14 3% IN 3 1 22-16d 816d �2 bD` •� 15�,' = 4732� _ 50� ;6,6 1720 3615 4095 4415_ -5535 HGUS48 SM. 12 3% 7%. 4 3616d 1216d ?�23 �"=q6� -. 6 �346�. 2785 6415 6415 6415 6415 IT, L17 LUS410 BY, 18 3Y. BY 2 B-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 HHUS410 B% 14 3% 9 3 30-16d 10-16d 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165 17,F6,L17 HGUS410 814e 12 3% 9 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 HGUS412 1034s •12 3% 11D'4c 4 56-166 20-16d MR_ b 6b9£. 9600 = ' A 4335 8255 8255 8255 8255 W,,L17 HGUS414 11'4c 12 3% 12% 4 6B-16d 2216d I5'i MW3aj�-111 4745 1 8685 BBB5 8685 8685 1. Uplift loads have been tncmased 60% forwind or earthquake ioading with no further Increase alloyed. For normal loading applications such as Cantilever construction referto Simpson Strong -Tie Connector Seledot'software or conservatively divide the upM load by 1.6. 2. Wind (169) is a download rating. 3. Mudmum heel height shown Is required to achieve full table loads. For less than minimum heel height, see technical bulletin T-AEDHEEL (see page 215 for deh ft 4. Truss chord crass -gram tension may limit allowable loads Rderto technical bulletins TANSiIPISPF, T-ANSITPISP and T-ANSiiPIDF for allowable loads that Consider ANSIMI I-2007 wood member design criteria (see page213 fordefatisJ. 5. Loads shown are based on minimum of 2-ply 2x carrying member W111r 3x carrying members, use 16WW naps Into the header and IBd CommoriS irdo the lout With no load reduction With single 2x carrying members, use I Odx11fi nails into the header and 1 Od commons into the joist, and reduce the load to 0.64 of the table value. 6. MAIM 16d - 0.16Z dra. x 31W long. ' See page 24-25 for other nail saes and Information 0 133 a leered Wao -& Struciurat Campostte I a i 43 C C Y See lctual Dimensions Joist Model No. Ga T Size W HU416/HUC416 14 :x18 HGUS412 HGUS414 12 H000412-SDS 114 x 7Y HU68/HUC68 14 HGUS5.50/8 12 HU610/HUC60 �x,,4 HHUS5.50/10 14 HUC0610-SDS HGUS5.50/10 12 HU612/HUC612 ■ Fasteners Allowable Loads ItoDF/SPSpecies Header SPF/HFS eciesHeader I Face Joist p Code Uplift Floor Snow Roof Floor Snow Roof net (160) (100) (115) (125) (100) (115) (125) lin 2016d 810d 1515 2975 3360 3610 2565 2895 3110 lax 2616d 12-10d 2015 3870 4365 4695 $330 3760 4045 19, L12, FS 56-16d 20-16d 5045 9600 9600 9600 8255 8255 .8255 66-16d 2216d 5515 10100 10100 10100 8685 8685 8255 19, F23 14 SDS Y'x21�' 6-SDS'YXL34' 2510 5460 •5560 5560 3930 4000 4000 in 1MBd 416d 900 1490 1680 1805 1280 1445 1555 W 1416d 6-16d 1345 20B5 2350 2530 1795 2025 2180 19, L12, F6 - 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 . 19 n 14-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 x 18-16d 8-16d 1795 2680 3020 3250 2305 2605 2800 19,L12,F8 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 12-SDS'Y'x2W 6-SDS''%)W%' 2520 468o 53B0 5715 3370 3875 4115- 19, F23 46-16d 16-16d 4095 910D 9100 9100 7825 7825 7825 1 16-16d 616d 1345 2380 2685 2890 2050 2315 2490 5'. 11'l x 11� HHUS5.5Q/10 14 -•- -• ��. .... 22 i6d 5'% 90 3 816d 1795 3275 3695 3970 2820 3180 3425 19. L12, F8 HUCQ612-S5.50/1 S — 516 1i 3 3016d iD 16d 3735 5635 6380 6880 4835 5480 5910 HGUS5.50/12 — 12 5'f� 1D34 4 14 SDS Y'x21�' 6-SDS Y7c2'W 2520 5315 5315 5315 3825 3825 3825 19, F23 — HU616/HUC616 5A 12% 234 Min 56-16d 20-16d 20-16d 816d 5045 9600 9600 9600 8255 8255 8255 1795 l 51/4 14 HHUS5.50/10 14 5 i 121356 21A Max 26"16d 1216d 2975 3360 3610 2565 2895 3110 2695 3870 4365 4695 3330 3760 19/ L12, F8 HUCQ612-SDS DA 9 3 — 5% 11 3 30-15d 10-16d 4045 3735 5635 63BO 6880 4835 5480 5910 HGUSS-50114 — 12 514 12% 4 14-SDS Y'x214' 6 SDS Y,'x2f' 2520 5315 5315 5315 3825 3825 3825 19, F23 HU616/HUC616 — „ 514 12 fie 214 Min 66-16d 20-16d 22-16d 8 16d 5515 101D0 101D0 10100 8685 8685 8685 5Y. 16 HHUS5.50/10 5'/z 121%6 214 Max 14 26-16d 12-16d 1795 2975 3360 3610 2565 2895 3110 2695 3870 .4365 4695 3330 3760 19, L12, FB HUCQ612-SDS 5'% 9 3 — 51A 11 3 30-16d - 10-16d 4045 3735 5635 6380 6880 4835 5480 5910 HGUS5.50/14 — 12 5% 12% 4, — 14-SDSY7QYz' 6 SDS y4'x2'fi' 2520 5315 5315 5315 3825 3825 3825 i9 F23 HU616/HUC616 , 512% 21A Min 66-16d 20-16d 2216d 8 16d' 5515 10100 10100 10100 8685 8685 8685 1795 I 5Y x 18 HHUS5.50/10 % 514 12142'k Max 14 26-16d 1216d 2975 3360 3610 2565 2895 3110 2695 3870 4365 4695 3330 3760 19' L12 F8 HUC0612-SDS 514 9 3 — 5'r4 ' 11 3 30-16d 10-16d 4045 3735 5635 6380 6680 4635 5480 5910 5910 HGUS5.50/14 — 14-SDS y5c234' 12 51% 121A 4 — 6 SDS'/,'x2Yz' 2520 5315 5315 5315 3825 3825 19, F23 HU410-2/ 7Y 9% 214 Min 66-16d 1416d 22-16d 5515 10100 10100 10100 8685 8685 8685 7x HUC410-2- 14 7 '%- 9'%_ 2f Max 1&16d 6-16d 1345 2085 2350_ 2530. 95 •605 2180 9Y - HHUS725/10 7Y 9 3-M "6d 1795 -2680 3020 3250 2305 2605 P800 19, L12, F8 HGUS7.25/10 — 12 71/ 8% 4 30-16d ID-16d 3735 5635 6380 6880 4835 5480 5910 HU412 2/ — 715 111i 2'f Min 46-16d 16.16d 16-16d 4095 9100 9100 91D0 7825 7825_. .7825 19, F23 7x;' HUG412-2 14 7% 11% 2% Max 22 16d 6-16d 8-16d 1345 2380 2685 2890 2050 2315 2490 11Y1-11� HHUS7.25/10 T/ 9 33,e 1795 3275 3695 3970 2820 3180 3425 19,L12,F8 I HGUS7.25/12 — 12 7Y 10% 4 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HU414-21 — 7'/ 13% 21f Min 56-16d 20-16d 20-16d i 5045 96D0 9600 9600 8255 8255 8255 19'F23 HUC414-2 14 7'/ 13/ 2'f Max 26-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 HHUS7.25/10 IPA9 345s 12-16d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 HGUS7.25/14 — 12 7Y 12% 4 30-16d 10-16d 3735 5635 6380 68B0 4835 5480 5910 HU414-2/ — 71/ 13% 21f Min 66-16d 20.16d 22-16d 55i5 10100 1010D 10i00 8685 8685 8685 19' �3 7x1611 HUG414-2 14 71/ 13% 2% Max 26-16d 8-16d 1216d 1795 2975 336D 3610 2565 2895 3110 2695 HHUS725/10 7'/ 9 344■ 3870 4365 4695 3330 3760 4045 19, L12, F8 HGUS7.25/14 — 12 7Y 12% 4 3016d 10-i6d 3735 5635 638D 6880 4835 5480 5910 HUG414- — 71A 13/i 214 Mm 66-16d 20-16d 2216d 5515 10100 10100 10100 8685 8685 8685 19' F23 1x18 HUC414-2 14 7,/ 13'ri � Max 26-i6d 8-16d 1216d 1795 2975 3360 3610 2565 2895 3110 HHUS7.25/1D 7Y 9 33S■ — 3D-16d 2695 3870 4365 4695 333D 3760 4045 19.L12,FB H4 12 7 GUS7.25/1Y 12'r48 4 — 66-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 s �14 to 3 For adddlonal hangers see HGU/HHGU on page 107. 22-16d 55i5 ini00 10100 1D100 8685 8685 8685 19, F23 II foofi on page 105. `p O MINIMUM GRADE OF LUMBER Top Chord 2x4 SYP #2 SPF $1/#2 or better Bolt Chord 2x3(+) OR 2R4 SP #2N OR SPF #1/#2 or batter Webq 20 SYP #3 or hotter (") •RRG MAY VIC RIPPED FROM A 2XII. (PffMO OR SgUARE) (•') ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS• WfrR1 NAILED FDC 20n- A3C1 7-10 3 -1_'M9 —MPH ININ . FOR S — MEAN HEIGHT, ENCLOSED BUILDING. DIP. D. REOIDENCIAL. WIND TO DL-0 PSF. CUT FROM 2xG OR IAROER AS REQUIRED 4'-"0" Max mwu Y2x4 max V-0"Max SDacin 20'-0" Max (**) SUPPORTING TRUSSES AT 24" 0.0. MAXIMUN SPACING, UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY tx4 "r-•BRACE, 009 LENOTH OF WEB, VALLEY E% SAME SPECIES AND GRACE OR BCMA- ATTACHED WITH Ud BOX 0,170 �2 6 NAILS AT G" 00, OR CONTINUEUS LATERAL BRAOINO, EQUALLY sPAC�, FOR Y CAL VALLEY WEBS GREATER THAN 7, MAXIMUM VALLEY VERRCAL HEIGHT MAY NOT EXCEED 12'-0 TOP V-HORD bF TRUSS BENEATH VALLEY SET MUST BE BRACED WRHI IH IAUIi 01 ATTACHED, ACHED, RATED SHEATHINO APPLIED -PRIOR TO VALLEY TRUSS Oft Purim AT 24" 00. OR AS DTAERWISE SPECIFIED ON ENOINEERS' SEALED DESIGN BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON ENGINEERS BEALED -DESIGN. (�••)NOTE•TFWTH TFIE PURUN l3PACMO IDR BMCNNO THE TOP CHORD OF THE TRUSS BENEATH THt YALLEY Is MEA4URFD ALONG T�S SLOPE OF THE TOP CHORD. (44) LARGER SPANS IAAY" DE BUILT AS LONG AS TIjE VERTICAL HEIGHT DOES HOT EXCEED 12-0. BOTTOMI CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. SQUARE CUT (•*)TOE NN yA( V M "IT CHORD IW2K OPTIONAL' STUB END VERTICAL - - - w ct r- r-r i r-t 1GO Emotion brdeing b nut Iha responalmhmv of Irma deaigoar, Plate Or trau lobricolod psrs40 efecunq �11, es ari oaollanW to a oddee regamInyy ereellon bracing ahfch Is olxaayyaa required to pr SOUTHERN and dominofM dudng erecUum and permanent bracing whloh map Fort Pierce DIV1810 eP"ft appikallonr. See'Bm—BI San ty chid Lbmmenlap or TRUSS Sego H Krug. tU hxoy, doilon+ for handling, hwloing A bmdng molal plate connroled wood Fort Plaroa, FL �4DB1 COMPANIES (BOO)Z32-0808 (777a404—h1B0 Trursr, an to be malad and laslenrd in fastened In a alralghl and hliFl//`.aw.vlm,nM•.o,.. Fex:(772)s 0—Gore thin no sheab b a plfed dfmcut la the o� ,Chords, by shag 11 sp ciord on the Inca 1oilgo. Trusses shag be hoago tdlh nasonal Imum a PMI da 1. cam W2x OPTIONAL HIP JOINT DETAIL . FRAMING TO LL 20 20 P8F TO DL 10' 16 PSF 80 LL 00 00 PSF TOTAL LOAD 40 46 PSF 1)UNCIIDl1 rMOR 11.25 1.25 S .i.e a b call e oa goes. c v SPF p HF R NSP NDFL v HF az' o C7 SP DFL 5H Zi E v 0 F SP r DFL Srau I - No A l Group 6 SOUTHERN TRUSS COMPANIES I m SURE Q neclem and aradee - T;. HEhI— t 2 STANDARD 2 Sll 3 STUD 3 STANI DOUG AS R—LARCH So ER E stun STUD SIANVARD . STANDARD t e S►r REFER To CHART ABOYL rvrt Mm^ �» �• • _ _ — \/.- 3 C Fnollan bracing In not the rNP011Mly of lrua d nor Irma labricalar, Pnono ericlIN hug' are oai adllao ragardln eraallon bracing Bch le alaoyc r brocin ivl l o n and dominaing during eraallon; and pRlnamnl sae W51-91 55rmmmy shoal d Fort Pierce D s 2590 N. Kings HIM Fart Pierce, FL �4as1 appe�clllo oppBoollom dat for hondMg, WoEng & brodng metal plot 91 Tivaees are to 6a arccled and faelmod M intoned to (Doa)Z32—as0o (772)484-4160 Fmt:(772)3 a—o01 a ghero no At& to opppped diraclg to the topp char rpaciged on the &I daeign. ItImm ehaq be handlo DoeI In to mint d Q4BLE 71iU58 DETAIL Nvtt~5r IIM LOAD DEFLECTION CHMIA IS W24DI. OOgLE WNlE1oU5 9EARINO 0 VSF CROIEAD LALb RD END BUPPaig LOAD FROMD"DDVV EERR CKERS WrrH 2—D. OVERHAND, X 120D pyFjIHANO. p POH EACH I- SR�CE WRN 10d NAIts. �) FOR (1p) L DRACE SPADE NNL9 AT 2" DC. 'r.j aFVREN(2j O9MUtSi SPAUEN NAILS AT 3 00 I ie f hl .ZONES AND 8' DC, BEMW ZONES. UMBER AI�I CINo MUST BE A MINIMUM OF 509 OF WED 9Z KIIO�AL ERn P a eP a S 4..0 1rr4 OR 213 LRSSTHM1 1'-S"VC"� BUT E12x4 D EATER 11 —B 2.ax4 PEAK SPIJOE AND HEELHpl9i4TE5, 0 R -1 C__�F Ignar, pla►o maitula jamrev lo vuh to pml II lrldch may be raga rlmanlmy and rocuq awled egad Won elmighl aml ng hrmb ru A naeonabloacam MaXlmun Total Load 60 PSF SPACING AT W O.C. MINIMUM GRADE OF LUMBER Top Chord 2x4 SYP #2 or better Doll Chord 2x4 SYP #2, or better Webe 2x4 SYP I3 or bettor NEW TO SEALED DESIGN FOR DASHED PLATES SPACE PIGGYBACK varricAu AT 4' cc MAX. TOP AND BOTTOM CHORD SPUCES MUST BE STAGGERED 50 THAT ONE SPUCE IS NOT DIRECTLY OVER ANOTHER. ATTACH PURUNS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMRTED. PURUN9 MAY BE APPUED DENFA THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURUN SPACING. THIS �DErAIL IS APPLICABLE FOR 7HE FOLLOWING WIND CONDITIONS: _MPH WIND, 70' MEAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN ROOF, 1 MI. FROM COAST CAT 1, EXP C. WIND 70 OL-5 PSF, WIND BC DL- PSF 140 MPH WIND. 30' MEAN HOL �Fgg o 10 ENCLOSED BLDG. LOCATED ANYWHER 10 ROOF WIND TO DL-B PSF. WIND DC DL-5 PSF. FRONT FACE (X*) MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS SUM FACES ARE SPACED 4' OC MAX. 2 MAX OPTIONAL SPUCE D WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 1x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND 50r, LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' OR 0%EB MEMBER MBER. ATTACH WITH 16d NAILS ATT4" C 2' Typical B . I B B I I B D—SPLICE B I . I i *ATTACH PIGGYBACK WITH 67xexl/2" CDX PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES 0 '4'-0" O.C. MAX. JOINT TYPE SPANS UP TO 30' 34' 38' 52' A 2x4 2.5x4 2.5x4 3x5 8 4x6 5x6 5x6 5x6 C 1.50 1.5x4 1.5x4 1.5x4. D 5x4 5x5 . 5x5 5x6 S® Fort Pierce Division i 258o N. Kings Htghwoy, Fort Pierce, FL MS1 IES (Bao)2FTx:(72)31B2)469 4i50 W cs r- r- v T rn t=_p Erection bracing b not the responaiblIlly of huts designer, plate mamdaclutar nor buss fabricator, persons erecting hoses are cautioned to took proreWonal advice regarding erection bracing which Is always requhed to prevent toppring and dominofng during erecllon; and PPermanarit bracing which may be required in specific applicolions. See SCSI —Ill 5ummoty eheel Commentary and recomman— dollons Ior handrmg, holaping k bmaiog metal plate connected Wood Inures (IPI). Tresses am to be greeted and rastaned in listened in a airtight end plumb position When no sheoi lehues applied dustily to IN lop chords, they shall be braced aspecified on the design Trusses shag be handle with reasonable cure during ,ora ton to prevent domoA 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'WHEN BRACING IS *'* REQUIRED AT'1/3-POINF8 0R 1-BRACE IS -SPECIFIED. - APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 1Dd (3"X 0.131') NAILS SPACED 6"O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. ' • MAXIMUM WEB AXIAL FORCE = 2500 Ibs MAXIMUM WEB LENGTH=.IZ-0" SCAB BRACE 2x4 MINIMUM WEB -SIZE - MINIMUM WEB GRADE OF#3 Nails / Section Detail Scab -Brace Web Web Scab -Brace must be same species grade (or better) as web member. T-BRACE / I -BRACE DETAIL Note: T-Bracing / 1-Bracing to be used when continuous lateral bracing is impractical. T Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to cdtivert T-Brace / 1-Brace webs to continuous lateral braced webs. Nailing Pattem T-Brace size Nail Size. Nail Spacing 1 x4 or 1 x6 10d 8" o.c. 2x4 or 2x6 or. 2x8 16d 8" O.C. Note: Nail along entire length •of :T-Brace / 1-Brace. (On Two-Ply's.Nail to Both Plies) .. ' position position jSection Detail T-Brace Web I -Brace _ Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size ' 1 2 2xior 2x4 1x4 (*) T-Brace 1x4 (') [-Bra 2x6 1x6 (`) T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8 1-Brace Nails Brace Size, for Two -Ply Truss A Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 2x3 or 2x4 12x4 T Brace 2x4 I -Brace t 2x6 2x6 T Brace 2x6 I -Brace \} 2x8 12x8 T-Brace 2x8 I -Brace T-Brace / I -Brace must be same species and grade (or better) as web member. C) NOTE: If SP webs are used in the truss, U4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X bracing material, use IND 45 for T-Brace/1-Brace For SP truss lumber grades up to #1 with IX_ bracing material, use IND 55 for T-Brace/l Brace, L-BRACE DETAIL III Nailing Pattern . L-Brace size Nail Siie . Nail Spacing III 1x4or6 10d 8"o.c. 2x4, 6, or 8 16d 8" o.c. Note: Nail along entire length of L-Brace. ' (On Two-Ply's Nail to Both Plies): II SPACING Section Detail CE L-Brace Web Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover 90.°/d of web length.* must be same species grade (or better) as web member. - L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1 x4 ' ** 2x6 1 x6 *�* 2x8 2x8 *** —DIRECT SUBSTITUTION NOT APUCABLE. L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 j , 2 2x3 or 2x4 2x4 2x6 2x6 **` 2x8 2x8 •** —DIRECT SUBSTITUTION NOT APUCABLE Southern Truss Companies, Zlnc. Al _ SOUTHERN 2590 N. kings 1Tighway r6TWst ec P rojectName: 2195 RmDesigati: title TRIJ E5 Fort Pierce, F 34951 Daw. &142018 26131 PM Scblfiasrm Tf11SS COMPANIES (800) 232-0509 (772) 464-4160 (772) 3 J 8-0016 Fax Page: 1 Of 1 im2017.7.1 [Build2) Material DaWxw vw.iac 1565 Span Pitch Qry OHL ORR CANrL CANPR. PLIFS Spacing W(T/PLY 32.00 5 /12 3 040 0()0 I-0-0 1-" 1 24 in 140 ]hs 324)-0 i 1 8b12 7-6-4 7-64 8-5-12 1 8-&12 16-0-0 23-6 4 32-0-0 5xs - 4 12 12 5� �5 5x4 \ 4x4 / 4x4 \ 5x4 ! 3 5 o r 6 v2x101 d �I 2x10� 5x4 / 5x4 \ 1 1 7 T � 10 9 8 1 x4 i 5x7 - 1x4 i 0-" 0-0-0 14}-0 7-5.12 7.6-4 7-6.4 7-5-12 1-0-0 B-5-12, 16-0-0 23-6 4 314)-0 2 Willing General (NIISummary Deflection Ll (lac) Allowed an ]d (p4) BBgC k FBC2017/ TC: IDO(6-7) Vndt: a49h Lnis (7-8) 1./180 TQL 20 TF11-2014 BC: 092(7-8) V U- 02h L/999 (7-8) L/240 Tccd 7 AglMlxfncatx: Vs Rib: 037(49) R.(X 0.13h 7 W= BBC(U�� 0 DOL: 125% CwWFamyRa-20 10 Aaeai�(bvJ(Y/vg): (14.7,1.4,11.) (2:1.10;t-1=) (3D.12,1-14A) (4¢0}13p.) (3412,I-14;22) (61-10,24322.) (7+47,IAII.) (800j-$M) '. (900]4Sf1.1 (10";1-&0.) Re, h'on Smeary Jf Type BmCombo Bmykh Maeel RodBmRBh MUR®d MaxOavLb*f[ M.%%W1w M.tw M.H3& - -I P6b Co Masorty 310h 1,196hs - -678hs .6786s -01e 7 P44 ISh - 3DOh 1,196bs - -678k -678 bs Ole Maklriial Summary Bracing Summary TC SP(AL9C6.2f113)t22x4 TCBmmg 9.aw ' BC .(AL9CS. BCBradg 9nidvh-fieaL17-%RafndedgnbyG1— Rips 'I'I sP(AL9C62012)g3aa Loa Summary 1)7u -hasb d ipdforhdfeadeb I0p1bmrndxxdk badpbsdedbads 2)Thb.mb-sbanAsp/+IdforfnE(�d'whdh naabrdal¢wh19(.E7-IOwhhktna:gu3z8fmlip¢160mphuhneKE�¢axeC,FuyFxha4Cebteffp,Buvf�(SeguyR(f-IDO�Qu-e1B8g U-36Mx400,h-22ftNoCFMZm Tn.%N&eadw6-63.LDOL-IHI,CC7..Wdh3bft 3)M'hi," asgnrcbaftba®d.-,AJOCTabie1607.1hasmb-.ppiai 7 1�MerL Forces SImIIt?aly Tbkidm�ManbcigmaxC4, m axei(aQ(maxmnp fu¢Cddfemtfnxnrtaxamlto� TC 1.2 I= 24 0578 -ja4l. 6.7 1D02-2460bs BC III7-1 092A 2,71K bs (-I,240b," 9-10 0903 2,2Q5 bs (-1219b 9.9 09M 2105bs' -IZ20. 104 0924 2.20b1 -1241 bs) Rtffi 2-10 0.131 340bs 4-9 0372 854 by (141 hs) 6.8 0.138 340bs 2.9 0364 451 hs 6.9 0364 -151 bs `�,�t*►Igirll�ii I)Thed®gl bba.d.A4CE7.10auEaemlbyhe277FbrH Boil gCode \\\\\^`y IV` 2)VnCR�aarekur rdH=CRdmd alh riz MddbmrcdcbheMdpi t-.po-p—c dddlti d,tb&dtnd,mmpmia U!f LLi(Ka-1)xDd LLh.,dar ,AANSffR 1. 1^` 3)Agmlt�oxuolGmr,Cq-IDQhasbmiapp8dbkpiaebbalns�n¢dsgnvahaas�fbibykTn aMamdamepcAT$/fN l-7f)p2°®on242 � Qom` 4)Tarn6whfargmphml' 60nmyAlwµ)Caotwft=lmmw:fnn9nlbwuviiibg!khmax rm=3rdq ftshm htmMam9nnrrwy. DR'FJ31ZRF3141LRCE Ircna:¢(QR)ra)uraackhm6wi(s)9iwartRmvsofQRnuubradanodydaOomP�rha®(aDWFJ3QRBRACE FxaknauuabClAsandd'ngadhaa�sie 6)L'm1; ibft / PE. 76051 ,I 'o KlI7tElyo(Nsde.�Sralbe6m�dbkauronaamr.Thed�oi hu:doiAmlru�'sba�lmdv�ateardra{�uerm6sgp�bykTnenManufayaanfr�upm kamraq ard,vnplv.�ofhnf 6nstfahlylieH3L6 B] 2@xrAsalmh'sdawirg rramdaaaN idmgaospnn¢ofpof®sulagjmigm.�midirysaiyforkn xnxnpoamda�dvart5shem�cprgren7k"Impabmlrsfaaraian3cCmcaitlio"pagefvadieomintxmafimAlmva:aph s9ulbe Sin sm¢-r fn`namaaxnsa,F92-v6z.Ala,a,¢xx ®arezo {em eCompvOt pla g+ugCwLBhe�ldphsme'sfa4rudbya=i3"whA nd�taan lS�ygpbCarS4lS,whih:d'atsaligh bcin lg�ugephe SME-g476bl �by 2590 N M of ie1 �. R Rr¢ Fl 3 a941 Southern Truss Companies, Inc. Truss: AlA :,.. , .:. .. 2590N.1tiri Highway Project Name. 2135 SOUTHERNThmDeggia- ff dh TRUSS Fart Pierce, FI 34951 Date: 6/142018 2:3731 PM, Thns T" COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 uersai 2017.7.1 [Bmld 2] Mateoal Database versim 1565 Span Pitch Qty om am CANrL CANrR PUSS Spac% WGDPLY 3240 5/12 3 w ON 1-" 0410 1 24in 141Ile 32-0-0 8-5.12 7-6-4 7-0-4 8.5.12 III, 8-5-12 16-0-0 23.6.4 32-0-0 7 9 r 0 T 5) 5x5 - Ill v B 1x41 5x7- 1x41 B1G 0-0-0 0.0-0 �t-0 75.12 p 7-64 7-6-4 B-5.12 1 8-5.12 16-" 23-6.4 1 32-0-0 General (St Stimmiary Deflection L/ (loc) Allowed (psn BBgcw. FBC2017/ TC: IDO(6-7) 36tCA Q49n Ln40 (10-1) LAID 20 TP11.2D14 BC: 092(740 VnrL 02h L/999 (7-8) L/240 ' 7 Pl;,Mbrls Vi 1kb: 037(4-9) %.CFL, 0.13h 7 0 D.OL: 125:6 OcPF.-,Y -2D I ph(MI) I 6b Ca M—m 3.00h 1,196bs - -678W 7 lj (rose) I ISh - 3DOh 1,196ft - -6786s Material Summary Brachia Summary TC SP(ALS3F2013)Q2x4 TCBredg 9mild BC SP(AL9C620I3)(22,4 BCBadg Sim/mdmRdmat37-0,n¢rndmmpbyOWn WN SP(ALSOS-2012)ON4 Loa Summary I)Thee haabm�da�drahedlasdeb 100bom dpdi badpWdsdind; 2)7h'stlLahubmidtndram=TasofcWbadshaambnmd�A9M-IouhfxrobNisg dfndipe 160mphutimpEVome R*Edm4GbhffpyH�(3egvyBQ=IDOSO.aa1Bi� ISrtt36 40Qb=221(NxEdZm Toe Nd�-.Wue =o dedDOL-160,OCZa Wdh3b1 3) ' aoa :keGgidnmhlB607.1 CTabkIh msbm�appkd Member Forces Summary TabkidmmMe Jwlgma CS,m azhlrorM(nmmmprf=irdffremt6vnma midfo,4 TC 1.2 IBM -2,4606s 4� OSA -104bs 24 OS77 -I to 6.7 IM! -246)hs BC 748 0924 27(Ebs ba) 9.10 0903 2,2156a (-:;217h) III &9 0903 2.2lKbe -1 Ills) 10-1 0924 223lbs-2391s Raba 2-10 0138 340ba 4-9 0372 854bs (-QI hs) 88 Omm 340ba 2-9' 0-161 -Sibs 69 0-164 451 ba Thl to -truss Connections Suim mry Toll CmTidT— Tnes a8'a Amb TT,I AIA BIG 2-7-4 270 ft Tr AIA BIG 4.7-4 270,4 T7+� AIA BIG 6-7-4 170d g . � DLWEME N;CRCE 1)xD:f DLi— rd v,AANNlM 1. -678 bs Obs M. BC PE 76051 NI ST p0� 3 --1ORI /SS y�A 1 �ENG � Iruhkh hii m.M0,mi]n 18pugephe Southern Truss Companies, Inc. Tmss: A2 kin 2590N.9 wa PrD� *Name. 2195 Sh Y TnIssDtsig= &x CanponrLlt 7M Fart Pierce, F134951 Date: &g42018 25732PM TplI CQM ANIE9 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ION as 20117.1 Rkild 2] Mat 6Datahase.,.siat 1%5 Span Pitch QIY OHL OW CANrL CANCR PUSS Spacing WarIPLY 32-U 5 /12 1 040 000 I-" 1-00 1 24 in 142 @s 324)-0 7$-9 6.5.7 4-0-0 6-5-7 7$9 III r 7-" 14-0-0 + 18.0-0 I 24-5-7 i 32-G-0 Ili 5x5- Sx5- 3 4 12 12 5F— --15 3x4 / 3x41 N 10 S '7 2x101 2x10� SW 1 6 T11 10 9 6 7 1x41 3x4- 3x4- 3x4- 1x41 0-0-0 0-M 1.0.0 68-9 6.5-7 4-0-0 6-5-7 6-0-9 1-0-0 71r& 14-M 18-0-0 24-5-7 31-0-0 2 Lo' Iding General CSI Summary Deflection IJ (loc) Allowed Caad 11 Od) Bk%Codc FBC20171 TC: 084(1-2) V.M. 038h LM (10-11) L/180 TQL. 20 TK I.2014 BC: 023(67) VALL• 0.16h L/999 (6-7) L240 TCCL: 7 RpMbrT— 'As VBs: 090(2-I0) Knot (03n 6 BQL� BCOLG 0 UM: 125% OepFba Ka�20 10 'IUeOisa(kdi�MBk (1>i-7,1-411.) (2I•I21 4�) (3D-0}a J) (400y9A) (s:1-123•I�L) (64-7,IAI 1.) (70034A (80 43-8A) III (9Dlal-I]A) (IODA3410) (I1D-038,90.1 Reaction Summary n _Type --I BxCmdn BgtWdh Matshl RgdBm.Wtlh MaxRm¢ MaxOavLhdl MaxRidLbHt Ma:[bdt MaxKar¢ 1UN4 I 6h Co Mwq 300h IJ84bs ,Mb. 678hs 61 bs 6 IFIU(V4 Mat I 6o Gu Mau y 3DOh 1,184tm - -Mhs -CM ba Obs 'al Summary Bracug Summary TC SP(X-9C6- o13)122x4 TCBr W S t-daRuisa2-IOA,Rvfod.1p by0f.- BC SP(AL9C6-2013)i22,4 BCBacig ShwfWwPd'maI4-IAAxfndsgnbyOMa W. W SP(ALSC42012)432z4 Loa Summary 1)7hs'�iushabdz�Wfrchadrasdtblopibobmdimdivebadpledeidbadt 2)Th's Dim36 hasbmida®�foif Tmsofwidhadsnamnkn¢AASM7-IOvihimfobo:o�ddmdiV&160mphuki=PEVosnC,R&jEd4Cedefip,&afi BCatgayrt(1=ID40—IBYd 4ofth-22ft74xFndZ—T,,a,Nkwc 3)M.. I'I du.bo,6kdD0:r160,Cr7meWdh36R s gaf bfthamxdarr-ATDCMW607.1 I-mbmiappid r Forces Summary 7ahk�tcMmdx lgmax(S,�xamlraq(maxmnpr foadddrmmfiunmaaaxhtroc) TC 12 OSM -=bs 34 OM7 -Ifil3 bs s•6 OM6 -75Mba III 2-3 0780 -I 14ft 4-5 0.780-1314hs BC 67 OMI 2)MU (-;-Wb0 8-10 0.757 , 3is (4Mb.) 11-1 OMI 2;60bs (-Ij621a) 7.8 OSM 22Wbs-1363hs) 10.1103M 226(!le .1362hs) pma 2-11 0.12A 306bs 3.10 0172 423 ba (-192ts) 5-80.899 -814U 2.10 0899 -814hs 4S 0.172 423m (-192hs) S7 0.124 306ba Notes / I)Theds 2,)hs(7lardNazQtarchnafiala�dhorzonalddhiusdtbbdadDlsftanPomporettdddlsanduebdmdbsd,mmpimiasDdl 'sba�danASCE7-IOasidmnmlbyfr707FbridaBuifngCode U.+(IfQ.1)xIIil LCnaoadaems/sATSiIfR 1. �\� M BL �/� 3)Aqu;s5yoywotEmr,Cq�I.OQhasbm�appidbltphtturalnsawisaasspdfalbjheTn>$MandmaepcATET/1V31-3702Sa$n242 4) 5)I3adcd&pTfl N\ r—��p� tdmiagropreaxpofdi+g. �\ / CEN � WxdmMWFMCr4b,ft. / �, ��\ PE 76051 � I t 1 •* • t`a`ST ` III atiAL N7fiCSAmpybfA'ads@nfialbefimAtdohentinmruamcTlr�naftin:di+ialisexntraatmds�avhand�uienerssppWbyheTna;Manufaaca`d rt�sgmframtxy a�dampleieaufhenfmmimscfof,byltBwUiig Bri3pM]BIeaMy DecAzd hadavig'tdcsesampamrofpmf®slag.mi�gidtjrmkyforMuwanpmeudspi9wnSsltmvaryv,dlt"hspofcvnlydomnion&GraalWe"p+gefaaddiitalnfamaenArmr.arphesslalbc Se-Tf&i1 ma,u6oad inlum9a�g-TeComasKlnchaoadmmvEiER•2762.AImnaarphesare3lga unt�fic�dfulpbes¢e'sfobudbya=13'•vh'di:d'csman iSps�ykse or•Sd18',uhifi idmtsa hghtrwnl3gai ylst 590 2N1:.aslfohRpk-Fl34951 Southern Truss Companies, Inc. Truss: A2A -r SOUTHERN. 2590 N. king, Highway TnmDes r .. z19s dbc Fart Pierce, F134951 Late: 6+142018 25733 PM °`OpO1 dGMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 TM 2017.7.1 [Bdd2] ial Databm vem= 1565 Span Plch Qty OHL OHR CANTL CANIR P11ES Spacmg NWT/PLY 3240 5 /12 1 000 0&0 1-0-0 00-0 1 24 in 13911a � 32-0-0 7.6-9 &S7 4-0-0 65-7 ' I 7-6-9 7-&9 14-0-0 18-0-0 24-5.7 3215-0 N f0 O 51 TT 5x5 - 5x5 - 1x41 3x4- 3x4- 3x4- 1x4l I B1G 11 0.0.0 0-0-0 1 6$9 6-6-7 4-0-0 rr5-7 7.6-9 1 7.6-9 14-" 1&0.0 24-5.7 324)-0 Loading General (A Summary Deflection L/ (loc) Allowed Land (p� BBgfndc FBC20I7/ TC: Ofl5(56) 16tQ1: 038n LNA9 (161I) L/180 TCLL: 20 TRI-2014 BC: OM(II-1) 1 VALL. 016h 1 LIM L240 TQI.:' 7 RgMtrimmx: Va Wb: 090(2-10) H-M 013n 61-1) 6 BOLL: 0 noL.: 125% GaisTa. rY -2D lteacion Summary 1f 'Itia BmCanba I Ph 1) 1 6 fA1�(I'nea) I Mate,l! Summary TC 9P(AL905-20i3)h22�4 BC SP(ALSOS-2013)Ka4 Wba SP ALS06-2012)0214 ISn - 3DOn 1,1846a -ON Bracing Summary TCBmdu Slaa6d«Aaivat2-KAAn&-iWby0t m BCBmug Shmlid«AaLsaz4-I-0,Aafisdeby0iha: 2)T i;n.l�asb-da�,Wfb,t TrM.ruidkedh =d,..— useM7-IO Iefob+sguaddml:Qt 160mphuGmkEV.O gr*F+6.4G .B-BJ^BCulpytlo-lfto—isug Lim36f 4,OQh-nftMEMZ—T.�%Nif rad.�b-d mdDQ,IfA,CC7arWdh3bft 3)Mni�u�lmaga3¢6ad.�gnaa«dar�¢uAR3CTabk1607.1 hm—b-appal Member Forces Summary TabkiidxasMmbuTDmaxB,max=lrgq(maxmmprraf¢rdAreaarmms uialr«cO TC ICI 1-2 OM6 -2jMM 3-4 0537 -Ijl3M 56 0946 -2,SIIM 2.3 OL779-18141s 4-5 079I -1814ft BC 'ICI 6-7 0301 2,MN (43S N) 8•10 0757 I413M (-8GN) 11.1 0831 2;MN OWN) 7-8 am 2259Pn 03N) 10-11 aw 2260ft -I is RFSa i' 2-11 0.124 3066s 3.10 0172 423 hs (-1906s) M 0299 .8146a 2-10 0299 614hs 4-8 0171 422Es (-193U) 1 5-7 0.126 309W Truss-, o-truss Connections Smnmary Notes 6781. ON h�f axiom 18gasgeplee II I- ' Southern Truss Companies, Inc- A3 2590 N. kings 1lig away ProjedNarne: 2195 SOUTHERN TnssDesgor. dtic S ohltialsTht TRUSS Fart Pierce, Fl 34951 Date: 6114CO18 2�57:33PM TnOMPAMIEB 1C (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: 1 GN Vasim 2017.7.1 [Build2] Matciial 12am6ase wgiac 1565 Span Pitch Qry ofiL OHR CANrL CANIR PUSS Spacing WGI'/PLY 32-0.() 5/12 1 000 000 1a)0 1-00 1 24in 148Um 32-0.0 III 65-3 5-6-13 8-0-0 5$13 6-5-3 &5J 12-0-0 20-0-0 25 6 13 32-0-0 5x81 5x6 HS 18 - 12 3 4 12 3x4 / 3x41 5 aI' 2:'0i 2x1oi Sx4 / 5x4 \ 1 6 T11 10 9 8 7 1x41 3x7- 3x4- 3x4- 1x41 . 0-0-0 0-0.0 1.0-05.5-3 SS13 8-M 5.&13 5-53 1-" 1.0-0 &S3 12-0-0 20-M 25-6-13 31-0-0 2 Lo General CSI Summary Deflection U (loc) Allowed L-d T'CLL. (yd) M%GA. FBC20171 TC: Q81(4-5) VnM 0.41h L/849 (8-9) L/I80 TCrL' 20 TPI I-2014 BC: Q76(11-1) Vnil_ Q16h L/999 9 L240 7 RgiMbrlmmx: V.W& BaL6 OL48(5.8) H=Ml Q13n 6 0 Doti: 125% BmQ Q pThm5lfm-20 10 P�CKhBk (IaL7,iA,11.) (11-123112) (344411,78) (4:1-12j.8Q.) (5:I-12,14A) (64-7J-4,I I.) (7003$9Q) 000,1-W) 1.12D.1(IQI-I ) 11443- M) Reaction Summary 7r ITw BmCxrbo &mPBh Maaxei RodBmVAM Max Md MmGa W M.V"lw M.Lw N4.H k 1 6 "I) I 6n C—Masxxy ID)h I'wbs - -678k -678 bs -52 bs (VA I 6n Cax M—q 330h I,I84h - -M bs -678bs Obs Mat Summary Bracing Summary TC SP(.4 3C6-2013)k22x4 TCBM&g Slrstx mRris 0%OAPxfndmpby0hes. BC SP(ALSG&20I3)022x4 BC&adg 9imlxdaAa6sat444),11afid�byObes SP(AL9�06-2012)R32x4 ' Loads Summary I)Th'sn�iasbmds,/xdfat-T=dxb IOpslbA.dxxdkeh,dpbsd®db.k 2ITh'sauehasb.&-tyWfrct-TmofaWb�&i. 1ire36 n—Q,kgLE7-IO,4hf fawiSbrdfnedip,e I60rtmhotire�Egim.eC,6JyEdml,Cab4siTp931ngCaeguyR(1=IDO),O:eal 40fth-22f(xxFEdZo T..,h aeed,,6mOm&DOL-Ib0,OCZmwdh3bQ 3)M'n' saagnrc6aftbaaadan—ihTBCTabh 1607.1 hasnabanapprd 11 Me r Forces Summary Tabbad'm6MeTibaTpm=C9,nb =WfoM(nnxmnpr.fau ffddfevcftm axaxelfd,4 I'll TC 1.2 0-97 •2;Mbs 34 03S-1$25bs 5d 0396 _Z5506s 2.3 0311-2D18b9 4.5 0212 -2,Dl8bs BC 6-7 0.763 2jli bs (4,432bs) &10 0687 1,824bs (-IA56as) 11-1 0.763 U111. 143160 7-8 Q755 23I I bs-1432bs 10.1I 0.759 2311 ba •I 316s Ribs 2-II U94 230 bs 4.10 QI19 2406s (-2396s) 5.7 OD94 2311. II 2.10 Q475 -584bs 4-8 Q134 45:3 bs (-92Is) 3-IO Q184 453 bs (-113 br) 5-8 0.475 -585Fs INThThsde 1a'ehagd-ASCE7-I0asrdammdbyh 2017FbfiJaBmU%Gsde 2)WtCRAMibzCRamt 4iAW w®Iardhmaarblddbiasdebbefadpi.t—.pmp—.fddi..b& bdmdl>4mmpmduDfl LL+(ro-1)xDdLa-h aad-,.ib J.WMI. �\ 1 bhepbehralrtvan¢dagwLsaspmfidbyhTn�MauSaacpeATbllAl-2002Seron242 �� %CENS4$��`��i 5) ®indmxsaxvmshbalreaaia(a3t)mlundarie s)dwnRaasafCLR da � °� �yb" '$D' BR/�Furatrmi�abC(Rvandd'agaelh-aa�,ss DWFBRER4MCE PE 7605w 6)fsdw;,dayBtmda,s6av¢1anM\,9RSGs�,md;g t ;-P /O.c. ORIO �/'ONgl I' i�////1 I I I 101 Fpl'iCE DajrAsal oftisdsy�slrelhofixnArdbtxxmmnanaaax.Theds ofh'sidnaialnffiu6aalmh�,ms'vuardraTucnersau{R4dbylaeTnesMamdamaraMn§supmfraauaq ardmmplvusoftrehfmmuonsifmhbyheBoi7irg hsdmaig:diaaasgro'reofP�eleRl'®�^H'fmies smm{vundr9wnSaM¢m�v fe"i Inf 6n&GxalWid' �dp R'8cfa'adddaalnfam+inAlmrumrpba9ralbe Brian U Blfalcly naadannd Sin T Ircnaaudarnv�E92-2762.AOaxumr �are�-0 Rn^Sm8- Want p1a Er�Sadxl PbCmCcfokrudbya�l3"Phiiridrasan l8p wphgQ'S71S',Wdi:dia�ah�vson l8p�weepbe g76Q51 2590xnGmIfm.B F13YI5I rl Southern Truss Companies, Inc- Tniss: AAA SOUTHERN 2590 N. lanQs Mgdiway Trim Desirx dhc Fcrt Pierce, F134951 Jam: Nl4/. S 257:MPM T �ot1>>msTM CQMPMIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: loft 2on.z@5a t az1 M e'r'=l tatahasc version 1565 Span Pitch Qry OHL OHIi CANE L CAM PLLFS Spacing WGI7PLY 32-M 5 n2 t 080 01H 1130 000 1 24 iD 145 R% 32-0-0 i 6-5-3{ 8-0 63 I 5.3 65-3 -0 20-0-0 32-0-0 1M 51 5u9 % 5A HS 18 - 1x41 3x7- 3x4- 3x4- IX41 le B1G 0-0-0 0-" 1-0 5-li3 5-E73 i 8-M 5.6-13 653 1-0- 6.53 12-0-0 20-" 25-8-13 32-M General CST Summary Deflection L/ (loc) Allowed (0) BUgGadc FBC2017/ TC: Q81(2.3) %tM, OAIb L/895 9 L/180 20 TPI I-2014 BC: 06(I I-1) VnLL• 0.16h L/999 9 LrM 7 RfpMbrlm )ES W b: Q47(2-10) H-GL 013u 6 0 DOL: 125% Gt ppa ,,Y -20 10 t (I4-7,]All) PA-12}I;R) (30SS3,78.) (4:1-12,iV) (64-4,1-9A) (7003-M) (8043-SA) Rea -on Summary 1f BnCombo BrgWdh Maki RgdBraWdh Ma.Rma Ma.0-1w Ma.V"Una I r5i(PEr) I 6u Ca Mam 300h 1,184M - -MM 6 HwI(r—) I 13b - 300it 1,1841a - -Mbs Mateli�al Summary Bracing Summary TC SP(ALSCSd113)t(22.4 TCB ft ShandwR.k-t240APA da@tby0Ih— BC ,I SP(A15C62013)122:4 BCBramg SI,.Wp RAmw440,B.f de@�byQhas. VAW SP(ALSC6-MI2)432t4 Loads Summary 1)Th'anm b-digibrlef t,&eb10pfb.1-dvdimbad*dmdbsds 2)Th"anc9 bmtdt�dfaitedf�gfaidtnd3ua�da�w.t.19�7-IOu/ihefalrvgusadfmliQ[160mphukmgE>ymceC,RJyFn�Cebliip,Bdlig(`regayR(I>I.00�QealBtlg Dms36fls�40f(h-22f(Fbt&dZm T..ANE*t ad.6mnOde iDOL-ifO,OCZm Wdh36ft 3)MniramsaagaEbadnghaamn3nt xihlBCTahk1607.1hmmbmappid Member Forces Summary TabkrdresMenhclgmazB,maaazulfaq(naxmnp farefddfaeafianmaxa.alfg ¢) TC I1-2 05% -2,Wbs 3.4 0209 -18a.53a 56 0637 -2j59W 2-3 0311 -2pigh 4-5 MCI -2DISbs BC �I67 0:736 23106s (4,420bs) 8-10 0497 1,824b4 (-IA52bs) II-1 Q763 2311 bs (4291 7.8 Q754 101. -1AMU) 10.11 Q760 2311 bs-14296a VAbs 2-11 0994 230bs 4.10 0.119 2406e (-M9N) 5-7 0095 2346s 2-10 Q475 -584b 4-3 4184 452 bs (916s) 1 i3- 0.I34 453bs (-112bs) 541 0.475 -584bs Truss -to -truss Connections Summary ID I C ddTn C.,YiWT— Canyi*O%d An¢b Trll Notes AAA BIG i 10.74 270dg 6) F:akmimvCLRsaMdbga Ibaata -678bs 521. S78bs 01a PE 76051 r l T ! �t OMA W.nd Vl.—oft.hF fi. fb+byh.Bgm:tg I Brim MBleakd, / Kf add'romin(anamrtNo.u�rrhts3�aphc StnBig77fi(bI 'Y,11, IS',ulidt i�sa lipf main 19g:ttgepbtz 24Y114t:..oetid, u a.,-nvus !I Southern Truss Companies, Inc.russ: c A4 `. SOUTH919M 2590 N. kings Mgh Auy Proje4tName: 2195 TnasDcsiI ft I ? 5735 PM I Trim; COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pO; I Of l VE,6 '1ardI :2017.71 [BuRd2] - Ma Datilnse vel�u 15G5 Span Pilch QlY OHL OHR CANrL CANrR PUSS Spaces WG /YI 32-0-0 5/12 1 040 0401-0 1-0-0 1-04 1 24m 1471hs 32-" 5.7-12 4.4.4 6-0-0 4.4.4 5.7-12 5.7-12 10-0.0 16-M 32-0-0 4x6 - 1x4 1 4x6 - 12 3 4 5 12 T 5� �5 tx41 1 x4 / 6 v III � o �0� 2x101 I, t 5x4 / 5x4 \ 1 1 7 T 10 9 8 3x4 - W - 3x4 - it 0-0-0 0-0.0 1-0-0 9-M 6-0-0 6-0-0 9-0-0 1-0 0 10-0-0 16-0-0 22-0-0 31-M Lo Ong General C& Summary Deflection L/ (loc) Allowed I.®d (� BBgCode: FEC20I7/ TC: 066(1-2) V 01, 0.48h LfM (7-8) L/180 TCLL; 20 TR 1.2014 BC: 098(7A V LL. 0.18h L1999 9 Lf310 TCOL lj 7 %pMbrinons< lis RBa: 030(5-9) CWORTL• OUr 2L/999 (7-7) 2L/120 Bar 0 DOL: 125 % C d CHU.• oi; 2L/0 x10 B�.f 10 H-CR 0.13n 7 (3 ak (3:1-1238R) (4043-M) (5:1-I2,'i8A) (6&031=) (7*7,14.11) (003$A) f9D-02-&2)) (100-03-80.1 Realn Sunmrary Jt �'FIYm &¢Combn Bm1Hth Maeim B agwit, Max Rod MaxOavl.6ift MaxRFidLHB Max Rift M Rx¢ I Rj(Phl) 1 6i, Ca�v m—" 300b 1,184ha - -678ft .678bd 43In 7 MatC (Rhb) I 6h Ga M—my 300n 1,184b1 - -Mbs -Mbs 01. 'al S�Bracing Summary lL TC SP(.4SOi4 T&aag 9mbl-gRxbdegbyQ— BC 9'(AL906-2013)K22x4 BCBr.* 9m1W wb 9'(XMS-202)02x4 LoaSummary p;h'sbss 2)Th'snra bm;dtiyWr«ndereZd,tI00bx dxxdF,mdp�db.& h-=f«MdTasofuidl Dim36ft.401(h-224(TbcE,.dZ=T..ANilcedakc,ti namada�ui�4E7-IOvl�fBlab v�guseddmliq,[160mphoti�gEynaxeC,Rdy&rbsy,CabL-{7p& CB�vyR(f=IDOJ,O.ce1B6g daSDCIP160,OCZmeWdh3bft 3)Mnimu i mragn i bath gnamda�.hi 3CTabkl6"..1 bw mbemappW Mer Forces Summary Ta1,ki;dxaaMmbcigmaxC9.maxaxalra�(a�d�.rdnaaerdea6�a,maxaxblr� TC 1-2 0656-2j37te 3-4 0619 -2,Wb, 5-6 0564-2,1(nls 2.3 0564 -22MU 4-5 0619 bd 6-7 06%-2337bs BC 17.9 0982 2319bs (41 281a) 940 0949 1y98bs (-1,1811a) 8-9 0949 1993 bd 4.18211,0 10.1 0982 23196x -1 !a 31Bs 2,10 0.219 -3951x 4-9 0.143 366be (-3391s) 6-80219 -395M 3-10 0.177 4361s (-861a) 5-9 des 444bs (-283bs) ii 3-9 0295 444bs (-2113bs) 5.8 am 4361s (s6h) t r Notes 1)Thi; M . B 'ahamdonA°GE7•IOasrdammibylr7117FhidaBuiTide LigCu 2)VnCRandliazCRareheuavlardhuaodddmwsArbadndpinlxaeymmpvrsofdamdmdked,mmpmdaalNl[L+(ICe-I)xlbl Qiiaapda�irhAlal/1A 1. N\\ 3)Aq-r,y 4) dfamgCa=Ih),huhm�appWbtepheheain velxaags<av1'ufbyheT�MamdamepcAh311A 1-2002.:aon242 �N G ehaiugebpe�mipndig �V/ �, & 5)Ltad"" ` / p5fh.&-h-d.MWFRS00jbnd,g PE 76051 � 13 NOnCFAa wmt �,m,ag am�dpm�on« �romaeo gra+ nyheBam: g Brian Ni Bleakly mewfanc,dbyS.npmSimg-T-eCu�go,q;In:naavd;Dui,E92-2762.AIeromorp4esarc31ypy8Gin�h�aifeipheme'sfoblwdlya=1Y'ahii,idiaean IBga,pxphR«Stli8'.viid,idiae:ah esin IB�ugephc 2590N1u,ezFfehRMr. R.1 SOUTHERN �„�Ta4 Muss T1 w. COMPANIES u 2017.7.1 [MW 2] Mat4W Database wra= M Sly Pitch Qry M-0-0 5n2 1 a•s-o � 3.6-0 4-&0 B-0-0 5x6 HS 18 / Southern Truss Companies, Inc. 2590 N. kings Hidiway Fort Pierce, F134951 (800) 232-0509 (772)464-4160 (772)318-0016 Fax OHL GM CANEL CANWR PU)S w w b-0o 1-00 1 32-M 5-0-0 sa-0 � 5A-0 3 3-6-0 13-4-0 1e-e-o za-0-o z7-vo 5A - Sx7 - 5x6 HS 18 L 3x9- 3x4- 5x8HS18- 1x41 3x9- CJS J8 J8 ® ® ® Dil ® J8 C.18 J8 Tmss: A5G ProjectName: 2195 ThwD.Sigxr. dhc Date: 6114/203S 25735PM Page: 1 of2 Sp cirfg WGT/PLY 12 in 1561bh 4-0-0 32-0-0 3x4 - 2t 0-0-0 0-0-0 !1 7-0-0 F 5.4-0 I 5-4-0 5�-0 7-0-0 IM 1 a-M 13-4-0 ding General (9 Slmlmary 18-8-0 Deflection I L/ 24.0-0 (loc) Allowed 31-0-0 -0�• � "I (Pd) 13dgcodc FBC201V TC: 091(45) vam. (19h L/386 (141f) L/I80 TCLiii 20 TPI 1-20I4 BC: 068(1042) VILL, 039n L/903 II L/140 T 7 Rq)Mhrrn hb 'A%: 057(69) Hx cp., 027n 8 BCT2.: 0 DOL: 125% OapFamr,)Or�20 BCII.: 10 (I:II-13,1-2TL) (2f}Q3111, (3U0}S22) (4:1-I234A) (S1w34A) (604MA) (7"31V4.) ' (8J1-13,1-272) tbtall�(3n:XW�k 91-1238Q1 1 IIflU230 Su m r-y IYI-I (13a-1V-90.1 Reacion jr EkgCaobo Bmwdh MatW Rgdli¢RNh M.Md M.G-Lw M-VWLbM Max LW M.H ib I,�Tvpe 8 FII}d(Nhnq I 6h Ca Ma-q 300n 2,2131. - -Ij28bs -,3n?. Oba Ma dal Stilnlmuy Braciig Sunmm" TC �� S'(AI9C620I3)Si2r4 TC&amg: SimhdaP.%.-1AParr d.Wbj0h- BIC SP(AL-2"62013..4 RC&amy Si dwPoinaL14A lv aimgnlryOMs . 114b5 SP(AL9062012NO2.4 Loa Summary 1)Th'atu hasbmidabwdfafxdr¢Edueb IOpsfbot dvdiebM0.dadbds 2)Th'str4ktl.+aidagriedra/xEr�afaidhadsnamdvmh49CE7-IOaLfrfokmiig�atd:iprtrt 16o�hu4napFsp�aeC,TufyFids>1,GabL•Flip,Buiiig(3tgayR((=IDO),O.calBk� U-361ti40f(h-22ftNotErdZm T,9%1, i dad,m,.i.dDOL,IbO,OCZ—Vfdh36ft 3)M'riasrs'n—piebfti,—.d..�AR3CTabL-1607.I h ,.tb-appid r aad C LIC Lrl: Std Live Load Point Membc Imim LimLoad n Dave 536s TfitAdh Tupaw BaChd S40 D— 185bs 1bpChd &0.12 Lbws 1161s 24n Band 8012 Lbws 126s 24n TopO,d �' 10412 1Aw 116bs 24n BaOd 10412 Dr 116 24n \\\\ Nl T.pChd 124112 D— 12h 24b / amOd 144 2 D— 126s 24n \ BITopCml 140-12 Lbws 12bs 24n '\\N�%� 1)aOd 144FI2 I2nnn 126s 24n TapO.d 16412 D— II66a 24n / � `•'� Ba04d 16412 Dx- 12. 24h rn \ / TapChd 11-I1-4 D116bs 24n ` PE 7605.( 1 BmOd 17.11-4 D3,. 12bs 24h Tigod 19.11-4 D— 1166s 24n 1 BmQd 19-I1-4 13— 12bs 246 TopOd 21-"-4 Dn 116bs 24n I ! BaChd i, 21.11-4 Dr. I2bs 24n '16pOd 23-114 D— 116ba 24n lk xC,d III 24II0 Dn 1851. !r7 VS 4ORID S �NAL E�G /llllll dr&supon IramoaryaMoxnpktxsofhe:dana6nsafahl B:Oma114x5' pagefaadddwl6famaua�Aloxu�r phas ISEr�KaSglS;ufid�iid 4sahght�IS�ogcpbe m:g I BrianMB3eakly &wF,&476051 go lw C. g' Al10, x on a � b� •� �, N � � 19,198 - v o r4 v Eli �I - '7Ap, VJ N x.sistst&ssx gw3�&s v �g n.C.C.C.CA.0 ,C .CC.r .r.P ..r MAX.0 .0 .0 .0 F !!tt �GG § �eadde $ad a_'YIYY`� 3• 14��54�818$.i9J9888�9�.6$�519� -d1419 ' ab ,ydn d3 rd,r �,., -- aa, O •��m WiilW Cy_ J9� 9 g e o9 N ir(ypy� r � Yf �gg er .v ._v er SvNNNY44YYYY4q •] �5�$¢$$__ad.==i.'!�j$ NN �t�rgj p �p p�7Q(•1�i� �CYd�6tl Cf Cf6 re}rip sR A 4 Ki qRE'{Qi Ei� 6 -Q x�F ♦ n F� V4J K� invalMUM a Southern Truss Companies, inc. Truss: A6 2590N. kin9sAiej way PmjectNarne: 2195 SOUNEIRM Fat Pierce, F134951 ThbsDesper Date: dhc 6/14018 lr36 PM ITFIOSS TM coWPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 of t Trim oir 2017.7.1 [Bmld2] Datal7ase Venial: 1565 Span Pitch Qty OHL OHR CANCL CANrlt PLlI;S Spac* wGr/pLY 32-M 5 /12 1 000 a" 1-00 a" 1 24 in 158Is 3&0-0 5-3-5 48-11 5.1Q-0 5.10-0 S1a-0 4-" 53-5 10�0 15-10-0 21J3-0 27-6-0 32�-0-0 51 5x5- 3x4- 3x4- 3x4- Sx5- 12 10 14 14 12 11 lQ 9 1x4 1 3x7 - 3x4 - 3x4 - 3.5x8 - 1.5x5 l B1G 0-" 1 4S5 8-9-0 8-9-0 4-" 1-0 131 10-0-0 18-9-0 27-6-0 32-0-0 Loal'ling General (St Smeary Deflection L/ (loc) Allowed Lwd ' (p) B88Codc }BC2017/ TC: 058" VACIL 0.41 b L/890 (12-13) L/I80 TC L: 21 TPf 1.2014 BC: IDD(I I-13) VALL. 0.15h LIM (12-13) L240 TCCL:i�l 7 )(rpMbrfm : l& WE: 052(&I0) H=CP* Qlfh 9 S L:l 0 f20L: 125% O pFi. Y-20 BCC -:I. to %tofr�(1m S4 Rk (14-7,14,11) (2:b123122) (301W&9A) (4043-8A) (51K1-12A) (6DA3-W) (70,013-9A) (8}8,2 U) Reacfion Summary Jf _ �Ijpe ftcanbo Brgw% Masai WB --1 Wdh M-RM M.C-VLbit( M.V.WLM Ph(R41) 1 6h Ga Masrvy 3DOi, 1,179bs - 470 bs 9 (frsffi) I ISb - 3DOn 1,189bs - -6861s Mate Summary Bracing Summary TC 9'(AL9OS2013)/R2,4 TCBmmg 9mhdmR.1-012.0,Rxisd.Mby0h- 13C 9'(AL905-2013)421,4 BCBadg 9imhd ";B. 9' (MMS-2712) sB hb Loa Summary I)Thb" b-d.4.if i fzd-blOpoboe-d di i dpi dmdba& 2)Th'atua bmsjdfortsedf�ofwidbbamdari¢w7sA9�7-IOuhlrefobuirgwedlblip[I(DmphutirtagE�rmreC,RdyFid>ad,CnbbFipBuNirBCa�ayRQ=IDO�Qaa1B8g Dim361fs401th-22ANaE,.dZ—T..%N*emdw6 3)Mifn.iim =&d dDar1,60,CCZ—Wdh3,6R g d:badi%i,e—dbn,,ihTBCTaw607.1 hasmbmiappai Member Forces Summary Tahk: d�gMmdxrlgmaxL4 maxa elfaq(na w y fo o iddfmaefivnmaxaxelfaa� TC 1-2 0514-2j986s 3-4 0566 -Issl bs 67 0522 -1,131 hs I'. 2-3 05M - 176% 4579 4-6 0 -21686s 7.8 0521 .1253hs 0.54BC Obe 9 2,1-- (4,501 bs) 14-1 0496 2,Wbi (-W? I0.1I 0955 6 1I-13 }4 0.796 2365 ba -I 71ss 51Fln 2-14 QD67 164 hs 4-II 0.127 242bs (.217hs) 8.10 OSIB I,175hs (-834 2-13 0_'s'M 463 hs &1 0.178 4MU (-IOBb,) &9 0313 -1.161� I' }13 114 576ffi (-210M) &0 03a -I=b 4I3 Q435 -412M 7-10 0.108 267be (66s) Tn 'to -truss Connections Summary M Cal WT— QftTs O0'a Amb TT12 Natal A6 BIG 12-7-4 270dg 6) MWHLSG,yIMd4 I)xI2d1 flisaandameufiAl�AlfH 1. -MU Ohs T cp Nam% �4E PE 76051 r r t t T ORI BrianMBleakly fl itifCusan Ispp.Mhn.Sv IS;uh'di idoasa h'gFstrssxn IsypupIphe Southern Truss Companies, Inc. Tom: A7G 2590 X kind Highway Prc�195 �1 211c TM SOUTHERN TRUSS Fat Pierce, F1 34951 Date: 6/142018 2:5737PM A 1•hm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pag�: 1 of2 D 2017.7.1 [Bu3d 2] Mattixll Database version: 1565 Span Pitch Qry OHL OBR CAM'L CANrR PLIES Spacing VJGC/PLY 32-N 5 /12 1 0430 000 1-00 0.60 1 12 in 171 Ills - 32-0-0 4&0 34'i-0 5-48 5-4-8 54-8 4" 8-0-0 13-0-8 18-9-0 24-1-8 29E-0 32-0-0 T 4.7 1 T 5x6 HS 18! 5A fix 5x8 HS 18 - 5x4 - 5x5 - 12 4x12 HS 18— 15 10' 10 14 7J lL 11 lU 3x9 - 3x4 - 5x8 HS 18 - 3x5 - 5x6 - 6x6- 3x51 CJ8J8 J8 Mj J8 J8 J8 J8 J8 J8 J8 JS J81 1 FB1G 0-" 0-0-0 5 4-8 5�-8 5-0-8 5.48 2-0-0 M7-0-0 13-48 18-9-0 24-1-8 29�r0 32�-0-0 al U ' General CM Summary Deflection L/ (loc) Allowed (psQ Bi%Qdc FB CM17/ TC: 090(S7) 1 VnOL• 034b L/432 14 L/ISO 20 TP11--2014 BC: 066(15.16) VnLL 036i, L/999 (14-I5) L240 TTQTO3. L 7 1t�Mhrlrctax: W Vb: 099(9.1I) LtrigC 621 h 10 BO.I. 0 am: 125% CmPFo ,Y-20 I R1(t16R I 6b Cm M=" 300b 10 HRoI(rns) 1 ISn - 300b l l Sun ulwy TC SP(AtW5-2')13)SS2x4 BC S'(ALSC5-2013)42.4 l&s SP(ALS052012)iB2s4 aapt: 5-12 i SP(ALSM2013)MN4 Loa611111 Summary 1)Th'snn b-dai,dfa t ffrsdtxb IOpslbod-dadbebadpW dba& 2)Th'snns bmdzgndfwtmTd ofwdbd&be xd..,.A9M7-IO,,Chfolrn*g d*W U,36fti40f(h-22ftNotEdZm 3)Mnirac��i��i�Rxagn�W&rgnaanda,m Tn z,14&w dn*=�dffdDM-IAO,CCZa Vdb36ft hTBCTe6k1607.1 hmro b—ppid LmdC IIse Irl: SO Uw Load Point Loads M-br Qssoion l—d Trb' TopOd 8-00 D— 53 hs 13dOd 8{10 Dbun la5 bs TopOd 8412 D— 1161s 24n BotOd 3412 D— 12hs 24n TwO,d 10412 Ibun 116bs 24b BaOd Ili 12 041 DT 12bs 24b TOPOd 12412 lbws 116M 24n ButCd 12412 :bun 12bs 24b TopO.d 14412 Lbws 116b1 24b BgQd 14412 I :bun 12 24h TWOd 1&0.2 Lbws 1bs 16hs 241, Bacd 16412 Dlw, 12bs 24b TOPO'd 18042 Darn II66s 24h BotOd 13412 Cbwi 12bs 24b TOpOd 20412 Lbw, 116 bs 24b WChd TOpChd 27612 �' 22412 Door aw, 12bs 116bs 24b 24b Btt(M 22412 Lbw, 12 hs lib TOP(M 24412 Lbws 116bs 24n BmChd 14412 Db 126s 24n TipCd 26412 D— 1166s 24b BaOd III 260-12 :bun 12bs 24n Toped 29412 Lbw, 116bs 24. axod 28412 lbw, 12bs 24b TOPOd BaChd 30412 ,I 30412 [bw, Lbw. I16N 126s 24n 24n 'ha --Ij156s )Bracug Summary TC&.ft S fW.Paiizt2,34RxfHms ;,by0M— EC&u:t S,®bdi Auisut2 %ufid¢®,byObus 16o ipn,stinagElptb.eC, Rd�Edad,CablsfiRBuYtgCaegosyn p a 100),OsealBtlg Ohs ��M. BC �i N �` � �` PE 76051 r � '9 t`t`ST t ,I j Fs ORID G\�wN T 1 3y � dixnPL or+rhri a;i a,ro+ by k>a aria Brian M Blealdy � O �raraddriorali,(imneortAlosu`arph64nlFr SeuO.Euc716051 IS,whC,� ea h9j,buix, ISgasgelbe �sm,a r.,...sxa, sa a..,-nvO:, ^ LO III I S$ C3 0 14 14 19 x E .� M 5 • T NERA 988,8�.8�S p a air ^ � w°9 L� L�—':E �^J o C/1 cN*1 y �� F � o5 dd¢bb a6�Fy��$S�h 7g •�°' M m .two a ��19 �,8881414��.®I:��E.68SSB�B� oi dNN;; ��,��' 9� C1 J�� fib$ WIn ��. •7.a '.. ..:.� L .... <`5Qm 17 $ •B 9 .� N � NNNNNNNNN ¢N_¢N_NNNNN¢N dN ¢N N¢ �.{ CC• Q a gg �zF $ g&'ggggBBg kkkkkkkkkkkkkk �s 9FF9� .3 �a� Tom: BIG �. Southern Truss Companies, Inc. SOUTHERN 2590 N. kings Highway Fat Pierce, F134951 Date: N14MIS 2Sf38 PM np, Tnx% COMPPANIE3 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Papp: 1 oe2 ctx 2017.7.1 [Build 2] I Dawwse vernal: 1W Span Pitch Qly OHL OHR CANU CANTR PUPS SpLeing WGr/PLY 22- 0 5 /12 1 000 000 140 140 2 12 in 120Itn 224W 53-0 3$-4 4.9.9 3-8-3 - 53-0 53-0 1 8.11-4 1348-13 17-5A 22-" 6x6 HS 18 / 3x5- T � 51 N d T 3x4 - 6x,2/ 0 012 - Sx6 HS 18 - 17 5x71 4x71 -6x8 HS 18 -* 2:sx71- 4x6- WAA1A A1A ® F— A6 A7G M-0 1.0-0 4-3-0 33-d i 4-9.9 3&3 1 4-3-0 r10 1-0-0 53-0 8-11, 13.8-13 21-8-0 22-8-0 General (A Summary Deflection I./ (loc) Allowed (psf) BB801dc FBC3017/ TC: 093(5.6) Nb CFL• a78n LM (8-9) 1./180 20 THI-2014 BC: 092N) VnI3L 036b L/6% (8-9) L/2n0 7 RetMhrfmmse: Fb Wb: 094(3-11) H..M. ai7n 6 0 I)M: I25 % ox�Faar l(a�2D 10 k (Id-I-7,1-I3j2) (W-134,1i) (3:1-I23MA) (4D438) (51-1312/A) (66-700,72) (73.8SV) (8DA4-49a) Reaction Sununary 7r !'II'we Bm Cam6n I 6 �� cm� 1 Mat dal Summary TC SP(ALSO&2013)MX4 56 9?(AL93&26I3)622<4 BC �' SP(AI9]i'.013)582c6 N SP(AL9C62012)432x4 2-11 SP(AL905-2013)#22x4 Load$ Stunmry 6n G—Mavxy 300b maps arc ,Is -2,%6b T Bm9.mMorPr. uZ3gNdndmWbiOf.m BCB,4ft 9xatefwRdmat.}I IARrf4d�fyahe rnIN9CE7-10%Aterbb%i%su•ddndip[ 160frouhretExpo xaC,FlyEidml,mWHp,BiUMO gayR(f-1.00)o—iBkt 'eda A-160-ccZm wd6368 IasnmbmappW ImdGix Lrl: StdLiw Load Point t Mmdxr li [m6xs 15nisn Imd TrbPtM Barad 2.7.4 roan 640ls 24n Bmaid 4.7-4 Lbun 640bs 24n BaChd �j 674 Cmur 6406s 24u Broad 1 9-74 Lban 6401s 24b BaChd I 10-7-4 (bnn 640bs 24n BmOd 12.7-4 D— 643 be 24b Baand 14-74 Db plobs Load se DI: Std Dead Load Point L M-&h i I L=kn LYadon Load Trbwm 13aad 2-74 D— 5441s 24n WCM 4.74 Dj— 544bs 24b Broad Broad 6-74 3.74 D— (bun 544 fs 5441s 24n 24n Broad 10-7-4 D— 544 bs 24n Broad 12.74 Ibun 5467. 24n Broad ill 14.7-4 D—, 1,1101, M r Forces Summary Tahb daesManlvigma (Sl,maxa alfao (mv`amp:fpa Rdefam from—.Wfoo TC I1.2 0.764 -7X31.. I3� =4 AMbl I56 0926 -5(01 Is 2-3 05.87 6639ea 4-5 a476-5363bs BC I1I6-7 0656 52481s (4372ta) 8-10 0920 8394bv (fi$47ba) I II-1 0961 6,501 bs (4.757 bs1 Oft GEN \ PE 76051 r 1 T r �i�j �C•s �ORI'D G`�� i.,00/ NAttEN��10 I8g.TgAss Southern Truss Companies, Inc. Truss: B2G 2590 N. kiI- > � 2195 SOUTHERN ng, ighway TrmD-go . d11e utiss Fat Pierce, F134951 Date: 611-VXIS 25739PM � „, Tms COMPANIES 800 232-0509 772 464-4160 c 772 318-0016Fax ice: 1oe2 dax 2017.7.1 Pnld 2) Maiezral Dawmw %enimr ]5Ci5 Span Pitch Qty CM OBR CANTL CANTR PLE S Spacing WUPPLY 22 -8-0 5112 1 04DO 000 1-00 1-00 1 12in 1001h; - 22-&0 4-0-0 4-10-11 41a11 4-10.11 4-0-0 4-0-0 8-10-11 13-9-5 18.8-0 22-8-0 12 5x7 - 1x4j 3x4 - 5x7 - 12 51 2 3 4 b —15 Tv 2fA0, 9 dl 4x51 4 1 1 6 T I'� ,t) 9 B 7 tx41 3x9- 4x4- 3x4- 1x41 CJ4 J4 ® ® ® ® ® ® ® CJ4 J4 zoo 1 x5 � III 0-" 0-" 1-0-0 3-0-0 41a11 L 4-10-11 41a11 3-0-0 ij 1-0-0 4-0-0 8-1a11 13-9-5 18$-0 21-8-0 22 � L iding General cm Summary Deflection L/ Ooc) Allowed T=d I (psn Bug(hdc FW2017/ TC: OA5(54) VnM 039n L/606 (8.9) L/180 Tcw 20 1PI 1-1014 BC: a78(8-10) VaLL 0.18n 1 L999 (8-9) L/740 TOL 7 PpMbrts�aa�: Ab V4b: o76(b10) H..Ol: omh 6 BOt, 0 Dm: 125% Ck pPm;V -20 I 6n Ca M—" 300is 782bs _ -565bs -565bs Abs 6 (MI) I 6b Gm Mam" 300n 782bs - 1wbs -565bs obs Mat dal Su mry Bracing Summary TC 6Q(AL4] M3)(a empc TcBrddg 9.1.dwPksw34A%ff deVby0ns 2-i SP(AL9C6.2.713)SS2x4 13CWM 9'(AL9�2012)A32a4 BCB.&W 9."l F %w,0AN&dmy/sbyClhssa Loads Summary I)Thass hasbmsdm- rort Tr Am10gbmmdrxdW-dozdadbds 2)Mfs ' lasbmsdmgWfbrm dresorn:idimdsnamdar¢of 7.los,I�herow:�gmdfmt:y�c 16amphuAreaE�cxveC,Fu6».� R B vB(I-11)Q).ocalBtlB Dim36fc��10 qh=22ftNnFnd7rnrns;NrticadadlmnadacL➢Qr 160.oczmewdb368 3)M' - qj WMnemdumNslBCTAW607.11asmbmiappW Load I ISI:StdlneLoad AOiM Lds Mmda Dion I7imxs Iaad TsblKib Tapihd 440 D— 21 bs BaChd 440 Lb 15bs TopOd 4412 Db ,2bs 24n j BmCOd 44,2 6 2b24n T.pChd 6412 �426s 24n BmChd 60.2 224i 1 \\\ m 7hpOd S42 D42bs 24n Bol(3d 8412UP 2bs 24 h \\� \N Taptld �i 10412 17Un 6a 42bs 24n BaCd 10412 11, 274 is�.,C'ENs�``\��% TipOd 11-4-0 Db 42bs 24n / ibp�Od 2bs 24n TgOd 12-7-0 Ln 42bo 24iPE 76051 BmOd 12-74 UP 2bs - 24:s f • 1 Bo Od 147-4 42hs -4h Be ad i la.Tip m 7-s (y 2zan Tep(hd ', 16.74 rb- 42N 24n Fh(2d 16-7-0 L}s 2bs 24:s T apCM 18.74 11— 421. 24n B.Chd 18-7� L)s 21s 24n TopO.d 1S" DX. 21 bs 0i, �� Baad 1S" lip 15 L.�j/ .`OR1l i.�\� \N ��IIi; ONALN/mil,EN�� u dm 13p upp§e Southern Truss Companies, Inc. Tom: 036 �( I SOUTHERN 2590 N. kind liigh�vay d11c � I�TMt TMti SS Fart Pierce, F[ 34951 Date: N14018 257:40PM Th COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 oft Mato' Sal -2017.7.1[BIn7d21 Darabae msal: 1565 " Shan Pitch Qry OHL OHR CANT L CANf R PLIES Spacing WGT)KY 4.9.14 3SS 112 2 0 M 000 34-3 0430 1 12 m 141t>, N 0 1 T 2) 12 4-9.14 4-9-14 J2B FGA 0-" 1-9.14 1-9-14 4-9-14 Lo General (M Summary Deflection U (loc) Allowed ,,, I (p4) BH9Code: FSC2017/ TC: 026(1-2) Vrtot 003nlp L/999 (34) L/I80 TQL- 20 TPI 1.2014 BC: 038(3-4) VnLL, ODIMY L/999 (34) L240 TCiL-^ 7 RgpMbrfm . Pb Wb: OW(l)Caa/0` TU 007b 2L/456 (1-1) 2L/I20 BCLL.r 0 T)0L: 125% 0MICH -1 002u X1999 (1-1) 2L/12D BCILE� 10 R.CR.- 002n 2 T'heOO'�pr¢)(tilyk (13Jb2n1 ReaePon 1f ill Summary Type BgCarbo H(RLVdh Mabid Rod&RL1Bh M.Rma MaxOa LW MuWd1W M.upfft 4 Pn(MP I 11313n Ca Maaaay 300n 496s - -071a -07hc 3 TfR61(r—) I Ish - 3DOn 951s -31N -26bs -316s 2 HRoI(I'nss) I ISn - 3DOn 12bs -166s -53h -53 bs Mat rial Sunmrary Bracing Summary TC l' SP(AIS3S-M13)0222:4 TCBme"x 9.JWornaisat63-0,%&djg,,by0hex BC SP(AL906-M13)R22x4 BCBsamg 91ra1dorllaisat63ARxisdajpby0tnx VDT I Loa Sugary 1)Tw. b bandm,Wforf fasdeb10ofbo4nd�adFsbadpisdadW&- 2)Th'snmhazbendogdforledfasofuidhad3nanadarmaliA9�7-IOMAetolnsimmadll�ipt 160^Wnutiru4f�ae�haYEdo%dGsl#TG.��^8�4"�YR(f-1111)),Owal&i6 hasmbmappEd LmdCase Irl: Std Lim Load POfit Loads Manbc Limim TbpCM I 2-II-0 4 Baud TopChd 2-II-0 2.11-0 T. L) %Chd 2-11-0 T} Load DI:StdDeadLmd Pbint ILa' I Mantic I L=b[ ITmim T.pChd 2-1 W) Ljr BNod TaPChd 2-II-0 2-II-0 L.¢ Bac d 2-11-0 1A, Member Forces Summary TC 1-2 0262 -42 Ts BC II 3-4 0391 Otis t>BS 1tus 4o-truss Connections Summary Tf29 L CB6 TT22 CB6 }L4 Tf22 �,I CB6 FCi4 27bs 13 Ls 27N 17bs 17bs 171. Tabb"d�e:ManhcR�max C4, maxa�nlfo�o:(aaxmmpr, forcl'dRaeufitm maaaudfaRj 2-11-0 45d'@ 2-II-0 3154- 2-34 45 dV 18-W 135du Ohs NON PE 76051 i r 1 5,,�0;\;13ORID --� \N Mhkh ie ts. lighbebn 18&., epbe Southern Truss Companies, Inc Truss: 06 2590 N.1cin� Highway ProjectNa=: l;Oglxr. 2)95 dhc 'I SOUTHERN 1Ryiss Fart Piace. Fl 34951 Trams Date: Nl4?M18 25/:41 PM �h LgTM Mpn!d1'I Trams diDMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 2 Vasicyr 2017.7.1 [Build 2] M IatuWData6asevasim 1565 Span Pitch Qry OHL ORR CANTL CAMrR PLIES Spaces WGf/PLY 84-5 3536/12 1 040 00o 1.4-3 04H 1 12it 2811m 8-4-5 1-9-14 4-1-6 2-5-1 s 1-9-14 5-114 8-0S 1r 1x4 I J2 1 J2 J4 ,rir�r 1-9-14 "ading General CSI Summary Deflection L/ (Joe) Allowed L9d (psl) Bilgcwr-. FBCM17/ TC: 057(L3) 1htQt: 0.13h L1537 (56) L/18D TCLL: 20 TP1 I-2014 13C: O48(56) WnL- O04itLP L/999 (5.6) L240 T(II : 7 R¢Mbrf— th Fffi: O.II (2-0 dtdQilL at isLX 2L/331 (1-I) 2L/120 H(#I.: 0 DOL: iss°/. dm/OBSY OOSn 7L/637 (1-i) 2I-/120 F2G 6; FSr(v16ID I 11313it (b,.M.-, 300b 138bs - -12nbs -I20bs 96hs HRd(rrtxa) I ISn - 300h 144hs - .99 hs -99 bs Oh4 flRol(r=) 1 15b - 300b 466s - -abs -381s Ohs IS terial Spry Bracing Summary TC S'(AL905-M:3)122x4 TCBtadtg 9smisala P fnat630,Baisd*byChus- BC S'(ALBOS-203)422x4 BC&ak. 9tmWwFwFsat6-AR.F ddMby0- V.Nsa' SP(ALS0S-2DI2)ff32x4 It ads Summary I)TFatt�imbmtdae-InifafrdfeEdnb IOObMmdOdfurha *dradb. & 2)Tlmn>$hasbandmg,nifarhaAaaafwbd�haaadarmWsASCE7- IOnAthefabaiigtmcdiadiQte 160mphutirmRE.V.�ad,T*Ed.AC bbHMBa&%C +gayB (I=ID0) 0—IBUg Lo3ld Case Irl: Std Be Load >m �t Loads M-6 Laa6n nhim Load TtbyAlh T.Ppd 2-11-0 lip 13 bs BatOd 2-II-0 UP 27hs Toped 2.11.0 Lb 131. BOCW 2-11.0 tip 27N Toped 5-8-15 Ba,d 54FI5 Db Lb 42 hs 2bs Toped 54FI5 Db 42 Ins %(3d 5415 Lip 2bs LoaldCase DI: SODead Load Pbi,�t Loads Manb� Lmfat Limas Lmd TrbVAh TapOd 2-II-0 UP 17� Bafhd 2-II-0 Top'Od 2-II-0 LDS Ltp 171A 17bs Bsled 2-II-0 Llp 171u T.P,* SSIS 4iun 14bs Ba(7d SS•IS Drvn 20bs Toped 5445 D— 14bs f3a 5.3.15 form 201e tuber Forces Summary Tabkiaf� M TC 11.2 ON) -ISOIs sMmbclgmax(Sl,maxaxelfar(uoxm q f+¢Tddieeafmn 2.3 056fi 253 bs (-194 bO mxaxalfood 3-4 0232 -31W BCI.I 56 0.476 -271 bs 6-I 0342 -lfibs VA* 2fi 0.115 361 bs (.113b.) 3-5 0.104 329 bs 0971x1 PE 76051 r r t ORID �2 N� S ONA, 13.alirh:d'oaah'pjsuran 18gsumbe Southern Truss Companies, line. Truss: 08 SOUTHERN . 2590 N. kin 1 wa y AgectTome: ThmDesijy= 2195 dbe Ca>�d�asM TRUSS. Fat Pierce, F134951 Date: 614R018 5/:42PM Truss ZOMPA111IE9 (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: 1 oft *,im 2017.7.1 [BwM 2] Mate W Chtabm wison: 1565 SPa Pitch Qry CM OM CANTL CANTR PUSS Sgaciag WCrT/PLY 1124 3535/12 3 O-M OIN 14-3 000 I 12in 411hs 11-2-4 1-0-14 5-9-14 3-" 1-9.14 7-7-12 11-2- 3s I� tx4 1 1.5x31 7 1x41 J2 4 J J6 AA G 0-0-0 0-0-0 1-9-14 5.9-14 3-" 1-9.14 1 7-7-12 11-2.4 Loading' General CSI Summary Deflection ii (loc) Allowed L.d w ftCnac FBC2017/ TC: 0.76(2-3) VWX OD3n L/999 (54 L/180 TAIL: 20 TcdL: 7 BgMbrl.— TP11-2014 Fb BC: lAtb: 0.11(7-1) 023(3-5) V.IL• 0A3n O.WCH T-- 016b L/999 2L/199 (56) (I -I) L11AO 2L/120 BQl: 0 DOL: 125h Qn/p3IZ• OOSn 2L/533 (I-1) 21. 20 Bca 10 H..Qt 006b 4 .PhkV-(J,OW-A,g'L Summary (1i-42-20L) (2003-105a) (3:1.123-M) (55.3-1-M) (6043890) (7:1-03590.) Reaction 7r I. Oxnbo I l3tlh Maeialany p4ftwm M.R= M.QOa M.V" Max M.Hxi 7 Ij Vh(MID 1 I1 3 M 300n 30S bs - -223 hs -223 bs 115bs 5 (inc3) 1 ISb - 300b 390bs - -238 bs -238 bs ON 4 (r—) 1 ISb - MU 82bs - -60bs abe Obs tail Summary Bracing Summary TC SNALSOS2013)N2h4 TCBraig S-IWaAx..6-3-0•Mdawby0has. BC j SNALSOSwM 3)A22x4 BCB dv ShmfdvRAi t6-24%fnds@sby0h- v0s_.l2 SNALSOS-2012)02x4 Loads Slururtary 1)7)�nffihazbmid�fafedraa8xb lopdbatxndxxdfvebsdpisdadbads 2)Tn �>�band ranwr®oFa;dmas�a�m sc�7-10 kroa :gam 160rphutimaEVax�cFUlyEr y4Gbbffi%B igCtMn(t=Im1,a—fB13s Case Lrl: Std Live Load Loads ! E-i. Dian f-d a 2-11-0 Lp 13h 1 2-1 0 Up 27bs a 2.11.0 Tip 136s 1 2.11.0 Lp 27 bs a 5-8-15 D— 426s 1 5.&15 tip 2bs a 5S15 D> 42% 1 5515 Tip 2bs I36.14 1— sob I S-6.14 Oosvl 66a 1 86b14 D ,r sobs 1 3614 r.., 6bs �\\\W i PE. 76051 r• 1 • � � t`4ST 0';��3 d,ssuP„I�aaa�,mm.�orbbr«van,ssiomby+rBuure BrianMBleakty ac Iw s ��ro ada r rx �6naaa.��l e 4 sltx SmEgz47605 13gau8eph,;"S4 lrvbdinitauaMO—ia l3gsugop a 25WMW.—M�h_RP6 F1341);i Southern Truss Companies, Inc - SOUTHERN 2590 N. kings FFignvay c,onvonem sonm • TH TRUSS Fart Pierce, Fl 34951 ots 'T>T1� COIIRP�SIUIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax on:2017.7.1 [Build21 Md 'teUDatahaseversion: 1565 Span Pilch Qry OHL 011R CANU CANI'R PUSS 76.4 5112 1 0" 04M Imo() 08U 1 6-0-0 1.6-8 i 6-0-0 7 &8 N 111 � 5 4x5 - 1.5x31 0-" 0-" Truss: E2G ProjecMune: 2195 Thw DLv�. dhe Date: &14Q018 257:44PM Pam: i of 2 4 2x61 Spacing WGrIPLY 12 in 29 ks 1-0 0 6-6-8 1-0-0 7-" Loading General CSI Summery Deflection L/ (roc) Allowed I.oab (ysl) BBgCodc YBC20171 TC: 041(1-2) 3btat 0.14b L/443 (4-S) Tal: 20 TPI I-2014 BC: 0169(45) VALL. 002ir L/999 (4-5) LII80 Ln40 TCCL: 7 RWMbrla .. N wb: 017(2-4) ChItICH L• 00thLP X/634 0-q 2Ln20 2Ln2D BCLL: 0 nor-: 125% Caa/01BL• a0lb 2.r999 p-q BCCL: 10 R.CIL On 4 TbeQT=(J=%,Qgk (13-142-3A) (2943 8A) (31-1231190.) (4343$M) Ruction Sulnmary Jr T m BrmCombn Bea RtM Mabbl RgdB2RNh M.Rma Maxaavubm M.UWIW Maxtw MaxFbre 5 t) I 8n Cm Ma—y 30Mn 248bs - -135ft -135bs 113bs ore) 1 8h - 3DOb 395 hs - -275 bs 2ial -275bs Ohs Summary Bracing Summary TC SP(AL906.2D13)#2N4 TCBadg 9rdWa Pxfm.&3ARe da5grbyCh- BC �� SP(Ar3C&2D13)(22x4 BC&adg 9rmlydarAabsatl0-044BaLrdq®rby0lva SP(AL9C1i2012)K32x4 ZI (Is Summary 1)Thslfra h.bands,3xdfof—Tsdxb 100bW diudl bdplsdmdbads 2)Thsb hazb.dsgxdfat—T-ofwidba&i,..rdm.mAA.9CE7. l0vAMbkxtngrmdf dipe 160mphuhregE�mxeC,FWyErixsai,CslieFrµBuidngC3agayif(r=1.W),OuealB6g U.s ftx40f4h-22f,N,EndZ—T.%N60. dwdloroieadD(L-160.CCZ—v.ra36ft 3)Mnmo—gm*biftnaan&orAihIBCTabbl607.1 hasrntbmrappid LnaA Case Lrl: StdLive Load Pom(I Loa3s M Lmt n Dil b. road TrbV/& Tgpa,)d 60-0 Dw. 366s %.d 64-0 Dorm 59hs Topai brm 60.12 D80bs 24n BaOd 6412 D— 61. 24n Case DI: SO Dead Load t >� LoadsIA. Maaba Lmin Draoin L®d Trbtlydb Tlpcl d 60-0 ibari 9bs s J \\ D\' _ ` Baud 6-0A Db nbs \GENS��`��i ,bpgjd 6412 nrm 31bs 24i Bay 6-0-12 nam 42bs 24n III PE 76Q51 M r Forces Sumliidry Tabbirdia�Manbal[),maxB,rrexaxblforq(rrAxamprfoi¢fddfaeafiommaxazblfora) TC �� 1-2 0413 2151a (-168W 2-3 0'96 Ors 1 ! t BC !I 4-5 0b99 -248 hs 5-1 0346 -1361s 1 24 a167 525h (-288bs)3.4 0.013 32). 05N to-s Connections Sua C CayyCft Angl:D � 0'� rrwT— ,i*T— T)2.7 06 E2G 6" 315dg Tils 36 M &W 2704 Ncrn 5.' ofdiudg7r9u11>t(umi#nibleeuwnmoaobcThe�moffron]wilalhex'sbaxtardsna'visardnquimnssypGdbylrTn aMandad�andrd6tPmla-amaary andmn{imesoflreidmra6nyttablp leBuliirg ealN lbe $rjyD M. BleaklyI�gicl lealmhisdavngiSmaampo rmruf axelb�rSmpm9agTiCdrgntrrylorcfpiroafacxgrdaurnlmvgdimrF9igi-r2�76a2.eAbI7a�rtuprHtmyfrrcph/arrara��mgmrpuogSmrmrdlBeq�lr3.w.n'idSpshhLvem�eN'srfryMgrms�ndbyfaa'=Tm1SpawahAalinfdom.. SpagleSta,xandidhm M.M. hj 13 .Mahi#,mbna18g aW cph. —Fv-#76051 �W1Nl^..ee{T.A.AIi.:nFifgir Southern Truss Companies, Inc Truss: FGA SOUTHERN 2590N.1cin Hi away TntsDaiPgner &x TIRtiS Fat Pierce, F134951 Date: 6H14018 257.45PM coMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page 4Tcuz l Mate taim 2017.7.1 [&nld 21 ial Dat k e msm 1565 Span Pitch 2Os0 0n2 Qty 1 OUL oao OUR (wo CANTL aao CANTR w PUSS 2 Spacing V)GUPLY 12m 99Ibb 20-6-0 J 2.6-12 21r12 2.6-12 2-6-12 26-12 2-6.12 21r12 2$12 21r12 5-1.8 7-84 1OS-0 t2-S-12 15�-8 17-11� 1 202 16 6x6- ® J2 EKI 3x5 - 1.5x3 1 4x8 - 1a4 1 3x5 - 1x4 1 4x1O HS 18 - tx4 1 4x8 - 1.5x3 1 5xio- 51no HS 18- 3z7- 5:10- CJ 6 J4 J36 J4 J36 J4 J J18 J36 J4 J36 J4 J36 J4 J36 36 0-0-0 0-0-0 ' 5-1-8 5-1-8 &1-8 5-1-8 10-3-0 154-8 20-6-0 General (A Summary Deflection Ij (loc) Allowed (PA) B6gGo&: FBC20171 TC: Ob7(5-7) 1h CFL 095b Ln7A5 (1}14) L1180 40 TPI I-2014 BC: 090(13•IS) I 1M IL• 032n I L!)19 (13-14) Ln40 10 MpMbrt— bb Rom: 092(2,16) }b.CR'. Q14n II 0 nOL: IOOX OePFaas;tra=20 Reaction Smunary jr 'I Tope s,•C-6D 16 Yn(N61) 1 n (MI) I A tl I7al SUmmaly TC SP(ALKWOU)SS24 BC SP(ALSQS2013)SS214 VHs SP(ALY-K201=hKi2a4 2-15 SP(ALS05-2013)MA4 Lead Case Lr1: Std1.IVe Lead Point p 7h Ca Ma-q 3DOh 2,762bs - -479 bs ]Bracing SUMM Yy TCBre6g Sbebd BCB-&g 9,mt�arArisat4.7-0,Ariidd�bJOhas alb 902 SP(AL905-7013)9234 160mO.fiT.I;FV—tC.TulyFn4sft,Cab@fT DM.60v9ay11()-IDO�OmlBtlg -479 bs Ohs 11 6:6 - Manbe Laauon Dhi. I®d TbVA bb TupChd 0.0 D— 25bs Tapad 1-0.0 D— 120 bs 24n CI d BaChd � M 2-5 2-5-04 LlUP t 17hs 27M TopChd T apChd � apCd 3-" 3-0 SO-0-0 Ib- MI Dn. 1206s gbs 1206s 24n 24n 24n M Baad TopOd' 56s 7-0-0-0-0 a)th-an �120>>s 24n 24 rt �� Qom` ��1V3• i \GE1VS BaCld TopO.d ii 7-013 9" Dash Dnvs 29 bs 120 bs 24n 24b Bmad Baas 9413 D.. D>.m 291s 24h 24n PE 76Q5 ` 1 Band 9-53 11-5.3 Cw 29b, 29bs 24n = Twad i' II-6.4 D— 1206s 24n BaCM ad 13-5-3 13-63 Dash Dates 29 bs 12)bs 24n 24n t T BBMCM Tiyad' BMO.d I5.5.3 15d$ 17-5.3 D7r D1 W. 29tS 120bs 29b, 24F 24h 24h p �3 TipCtd 17-65 ISO ibas 120bs 24 is / \ 4 / Boco�d Tupaid 19." D. Db n�ORI� bs 120 24n E i, Ty ad 26." D— 256s NOUCEA.Wor Llay�aA�tmft'sQaui�ieaaa¢�anxofpofsnrulamri�isoWyladY�ts;mnpamsdd,oartSshemvepsgandix'Impavafnfanoeon&CeiralTheti —1b!h.* int.-iw-wuo,.Tb.M tn.f,h&Ai.lc.WWbykT—M..r.A-.ndMi—p.i-.wq .da pb— rt hra (bn r.,h k, f.DJ,g pageraaddeonlnfdnumn.Alurn`mrphtsshalbe��I Brian M Bleakly naluQmM'b75mpsn9o�-TeCon,po�ircnamddin¢wi,E9t-2762.AIma�rphaamhlga�{smL�f�mf'tdphe$esrUw�b�a'-18"alidibdasan l8puptpbR��tl3 whd, ni ®ah�eeios l3gauCepbe ..�,..�„��,u�s_ �,.,�. L � co � — Z= 1`> MOi d 'tit O\ 993 III Ea •p� �>ga, c ~ �_98 88Js - � � Gay Ho P, - dd.= �1 _N a 00 A r N N N N M N HN N AAtY. ' dc5 cod CdC C v $$ddgE2 �7 Q a 3 ga6a� 'r�3np 111�222iiic jJ]-r � � ppss .B�B.B��g�g�gF��gBg�g�g�Mg� Fl_,.,m_�_b7-•A_pYJXI-•A_7i_XI-•1 F1 v.V _m_m_NN �p,A,�"' d �v�R yJgj �� tlG � •� � � b �� a Ow ,,y}J g8 �� 0g � ASAAMCA �o ° a � hob• y� �•� ;'•26°=-$$ CA r7 - R� `a •("4eT,d JSnx Rod �••� v p r7,g i1SS ® g CK- r.Ad CfOR 't8,, 8' 8'98'98-mr$1��9r�8r��r�rel8r�� Southern Truss Companies, Inc. Truss: FGB SOUTHERN 2590 N. kin Highway Y NedNaane: Tnm.Deag= 2195 dhc p Fort Pierce, F134951 Dam: U142018 257.46PM Cvn>p>ae,rso> 1� coMpAmts (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: 1 oft T1719 �. iw: �1Z7.1 [Btnld 2] Matrnal Datal t e ver9m 1565 sptn Parch Qty OHL OHR CANTL CANER PLES spcing VXYDPLY 1&1-8 0/12 1 No 0." M0 ON 1 12in 711hs 2-5.12 1 2-6-2 2�-2 2-6-2 1- 217.2 3-9-4 2-512 4-11-14 '12 9-10.2 12 161-8� i T�I 1 13 3x3 - 1.5x4l 3x4- tx41 < 1x41 Sx7- tx41 aay aaq - oaY - Sao - FGD 4x7 - 0-0-0 0-0-0 4.11-14 24-2 5-" 3-9-4 4-11-14 7.4-0 12d-4 16-1-8 ding General CSI Summary Deflection L/ (loc) Allowed Load 44 ftCode. FBC20171 TC: 0.49(4-5) MICIL 0.27n L/674 (9.10) L/180 T 40 TAI-2014 BC: 097(940) 1 VnLL• 0.17b 1 L/999 (9.10) U240 10 RgpMbl—: Ab Vb: 065(7-8) H=OL 001n 8 o DOL: 100:6 o ppa ,Y-20 13 PFi(Vhq I 7b Ca Masmy 300h 536bs - .176bs ' 8 TiRd(V8n I 4b CacaeMaysy 30011 777bs - -I65bs M rial Summary Bracing Summary TC sp(AISOi20i3)#2 a4 TC&.hg S tsalaPA-04ARcfidd b by0b- BC S.(•4E305-A13)M22s4 8CB-9 Si Wl Raisat6 ARaindedpbyOMs Wbt SNAL9062012)OM -ape 7-9 Loa11 ' SNAL05-2013)92214 Summary 1)Th'is 2)Thcau9shashmld®�fabedf®ofaidbadanaanNas�u7oL9lE7-IOafilefdaniguadfrofiQt basb-dcalf-fcdra 6.blOpdbM dud FeMdpi dadb.& 160sry�h"��F�mxeC,FWyFi�hed,GabbFip,Ru31•egC3�txy8Q=IDO�Qea1B8g - Dar¢36fx40kh-22ftAGFldZ—Tn..TN�c daebmsd.c DQr1,60.CC7arcwdh36ft 3)Mnitgm—g..d. nginTBCTabk16021 h.,—bmapyid Load( Is1:Stdlive Load Point Manbe main 6srnon Land Trbvft BaChd'I 12-5-I2 D.. 82bs Lund DI: Std DeadLoad p� t !' Manly L—ibn tier Load TrM;M Bndd II 12-512 DL 141 bs Usa-d�fined LmdCase L1: TTC Load Case ' Pomt �Q ada Atanly 111 mean D+afin Land TrbWbh BaChd Load 12-5.12 Ilan 296� (Combinations 1q LaadQ.mbo Fa LmdD=&ntaax DI 100D 0.900 { DI -L1 1.000 I0W 3 Dl �Lrl I.000 :MD DI+4751.1 05UI IDW 14M DI+06 W3 I.000 Ihm D1+1145W1+075L1+1173111 IDW 1.600 DI+f145i14+0.75L1+0.75G1 I= 16W DI +O45W3+0.75LI+0.25111 10W 1.600 DI+0.45W4+(L75L1+a75rU1 IAA AW '1 D1,+d45W5+0.75Lf+0.751, I0W ;Am -1761n 01. -165bs ohs 8 1-Sx3 1 i PE 76051 I 1 43 _1 JI �j/ASS ANAL afag 8111111110 Bnan M. Bleakly �l ,<m.,:SauaFmn Hpl �,..., U Southern Truss Companies, Inc. Tn>ss: FGC Proiegtl-1 2195 t SOUTHERN 2590 N. kings wa Ili Y ThmDesigla: dba tniiss Fort Pierce, F134951 Date: 6114018 257.47Pt14 Tnw CQMpt1mEs (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax paa= 1 oft V 2017.7.11Btnld2] Mat, WDatabasewrsim 1565 Span Pitch Qty OHL OHR CANFL CANER PUSS Sp ing WGC/PLY 16-1-8 0/12 1 04)0 0410 000 04H 1 12in 714a j 16-1-8 , III 2512 212 1 12 212 212 3-9-4 25-12 a-11 -ta 1 74-0 31a2 1243 16-1-8 13 3x3 - 1.5x41 ti f 3x4- 1x41 1x41 5x7- 1x41 Jx9- Jx9- Jx9- JxIV- FGD 4-11-14 2-4-2 S.Od 3-9-4 4-11-14 7�-0 12-" 16-1-8 Loading General CS1Smumary Deflection IJ (loc) Allowed LmA I (pSO Bugcodc. FBC2017/ TC: 053(45) VAM 029u Lill (9-I0) 1.1180 T 40 TPI I-2014 BC: IDO(9.10) V6ttL 018n LM9 (9-10) UM TQ.L: 10 RgrMbrbm 1b Vib: 067(7-3) H=CR 003b 8 BCLL: 0 DAL: 100% cnpfka.7Yc-20 Boil 5 i4e(ifss(7,¢JiYN@X (1:1-123F90.) (2f1038Jt) (34Q�890.) (44Q4$90) (S:i-14Z-8A) (600}B�10) (73-83.8A) (8:1-123$90) � (9f10i80) (I01-173A01 (I140,1-1201 f12a-123301 (133$3AA.1 )tea 1 lion Summary Jf I Type BftC-1. Maebl RIABMWBh M.RW Ma 0-UpW M.WrdUA MOUPW M-Hou¢ 13 �n(%I) I SS iI C—Maxey 300b 547bs - -1816a .1811a 01. 8 (Wan I 4h Gwm Mary 300b 812W - -183b, -I81ba Obs Mal =1 Sullumry Bracing Summary TC SP(NS)S7AI3)I2?x4 TC&aat 9.fWlxRaiaat3bQRaitde�byOhn BC 9'(NSC6.7a13)#22c4 BCBr dirl 9.tdlwVw% t63AR fx d&pby0hes WBB 9'(N91:2012)A32r4 aapr 7� "(NSX1A13)#22s4 IOuIIkWiNiiglerddidiQt IGOrlghuhtagEq,aaaeC,FWyFidndCsbbfTq,BuiTngCatgvyB(I=IDOJ,QaalByg 4x7 - LoadCese Lr1: StdU%e Load Paint I ads M.,ItA Lnmim Limon Lmd TrbWBh BaOd'l 12-5.12 D.. 121 bs Load Point DI: StdDead Load U.",', BnCnd' a Lomion Iiaion Load TtbNUh 12-512 Lbtn 1536s %// „fined Load Case Ll:TICLoad Case�10ENPoint \\� `�\i_'•r�•�_L� s�� ManbA Lommn ChiW . Lmd Trb,h` • , W(W 1 ,2b12 Lbws 288M _ PE 76051 Load Combinations a ca:dcombo ra Lramr 1 1 �k I DI 2 DI+LI ]A IA00 IA00 0900 090) 1.0)0 i T I4 3 a+tsl DI +(1.751.1 +07i GI 1A00 IA00 I.000 IA00 _ s DI+06W3 6 .DI+043 WI+(1.75LI+075Lr1 IA00 IA00 I600` Ifi00 /J OR� �� ` �f1N I B DI 0 5W �+ 75LI++A75Lr1 I OD 1660D//; ONA i\\\\ il0 D1+0.45W5+0.75L1+11751-r1 Tim Lan T.UIICE DaymA ofh'sd��iAlhefumelafokaafptaYxamr.Th:dei+nofhe:nin ifuabuanM.ulmdeaesoinemd�ary:rmSs,SpidbylcTnmMarafaamaid n§xupm kanaaq atdmmldv�sofknfatmknssfarhbpkBuM:g Brian B1eaid lon h'sdmuiig itda6ampaimifpofa�mleg:mi�g,yx,i3.7g vbyfarinniammpn+nndsmJaunSxlnmwpugcudk'Impronlnfpmaeon&G.ranlNog"p3gefrcaddmAlnf ron.Naru>®rphevitalk y f manila �by9mpxnbluy TeC[mpug;fncbaavrchnr.B,Got-2762.Nawwmpbrxarc20gaigginLai �dpltes¢ecfobwdbya=l3"xhih bdoean l8ppngybporSNlY,midi infieah' ea5m 13 he ESP �Er¢#7615I �COf1N 4-neeFTd.AR... A110C1 ' 4 "'' '' Southern Truss Companies, Inc. Truss: FGD Tru SOUTHERN 2590N. kingsAighway PrajectName: 2195 Tr1>,sl Op= dtn TRUSS F(st Pierce, F134951 Date: 6142018 257:48 PM SO]Ub'MTM Z— MMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 oft .7.I [Build2]' Mat i Database version 1565 Span Pitch Qty Olin. om CANYL CANr'R PILES Spacing w(,TiPLY LIM 0 /12 1 04H 00-0 000 000 1 12 in 64 U 13-9-0 4-7-0 4-7-0 4-7-0 i r 4-7-0 9-2-0 13-9-0 T 9 4 1 2.5x6 - 9 1.541 FGB I FF-L-6-1 tx41 FL6 -FL-6 1 x4 j 2.5x6 - 5 1.5x3 l 7 FL6F FGC FL6FL6 0-0-0 j 4-7-0 2-3-6 238 4-7-0 4-7-0 1 6-104i 9.2-0 13-9-0 Loading General CSI Spry Deflection L/ (loc) Allowed 1-d; 0-1) &iaCude: FBC70171 TC: 075(b3) 1fitOC On Lf993 L/190 TCLL 40 TAI-2014 BC: 093(6-7) V U- oil L/997 UVO T 10 RgMbrTro : W rub: 040(4-5) H—OL, On 5 00 DOL: 100% QwFaa Y-2.0 5 Pkmcm-thtxyA ek (13413801 (1043- 90) (3043-iL90.) (4343-90) (5:1-12-1 W) (6:I-1241-M) MI-1254M) (4J-125-M) Reaction Summary 7f ' I Type BeCuMn B¢)31db Matsnl RodBmWdh M-Resa M.CmLW M.WdL ift M.Upffi Maxus 9 Ph(r—) I "i, - Mob 4441e - - - Obs 8 14Rwv m I 8n Cx Maury 3BOn I}74bs - - - Oda 6 14�U(31hl) I Sn Ca—MoM 3B0i, IS88bs - - - Obs • 5 (r—) I 15n - 300n 4906a - -36s -31a Obs 7 1 (L11h1) 1 45n (b- m—" LM. 290bs - - - Otn Mail 'al Summary Bracing Summary TIC 9'(AL9]42013).Q2,4 TCE-ig 9udAaP i—t&3A%f de�,byOdsa BC 9'(AL9�2013)g22z6 BCBmeg Sh tWorRi66at7-7-0,Bai,dmb by0h- Wbs SP(M.9C5-2012)192a4 Loa' Surmnary 1)Th'6 hasbm,daiadfat ffl &a b[OobperndodfieWdpiedadba& 1 2)Th'sbss6m,de®dfal+ediimofuN lsdiva®rdana:u/iA9�7-IOvI,feWba:y,nrdfmi:pe IfOrtml,utinagEt�eC,fidyEdasl,GabbFip,Bi3d'ig(Segayrt(1mIB0),O.ealBlig 3)Mi,mp ngeatcbadngna®rdan¢,d,T9CTabr1607.1 havaahmiappEd Load IC.'aw Ld: StdIm Load Point [:bads Mmibc! Laaeas 11-11-4 Chios Darn L d 74bs TrbWth 12n BotOd' Load it DI:StdDeadLcad Point Menbe L—i. 1-10.4 y104 T7iaipn D.. Iba, Lard 1866s 186bs Trbw2h 24b 24n \!}? ` ,S � ` V i �, GEN Baa,d 1, Bdad Baas Band 5.104 7-1" am D866s 0— 1 196ba 24n 24:, 46`` Baud Baa,d 9-104 11.10-1 13xsn 0— 1ba 84bs ,96 24n 24b _ / PE 760rJ1 Baa,i 11-II-1 Dnm 28M 12n r LIS fusedl-oadCaw LI:Tl> LoadCac i 1 �k Point t7ST Ma,ixr'�. Lvrb., I-104 6u6n Ltnm Loved 4971. T.%Vk% 24 i, ` °.� 3 Baad ! B,ad, Baad .i164 5.0-4Ely- n-, Wb7 4976s 24n 27n ORID— �/ �S --- Band 9aad BaChd 7.144 9.10-4 11.104 Dx., D„- r— 4971. 4971. 497ts 24h 24 i, 24n ��S ONAL lib 1rta aa(ty rb dgnda eb4fivna 4fnax „an.a a.nt�pfb;:awil al. �em�dmd a der., am�pidg neT nMannraa aamnss gene am�npm�orar�fa aa„�faaby+eepa+ �ja'A � mhedauigiid'v�camTxuxpfpof axulagrmngrnpreidrysoByfafrr,e�mmpaiaud�gnJwnSzlemvpageud in'Iminsuatdama6n&GmalWs"lragefaadduaalnf fimAlmrmmrpbe4albe Brian Ni Bleakly Y/L, �E�,¢if76051 ��f uodaaa,�,Smpwnamg-TeCmgmgtln.na��-:wE1E92-2762.Almrumiplv�sam�-0Ta,gS„nttslks�'dphuieecfoksudb�a-1S'Md,idi�s>:an l9gprgepl+Sa5Ml8;u6ifiidiaaah�se anl9geuge{�te �cmuv..,.w.na.._nvoc, r '/� Southern Truss Companies, Inc. Truss: FGE K I 2590 N. kin Highway �'wa Y Project Name: 2195 TrlmsDsigoer. dhc wi ss Fort Pierce, F134951 Date: 6/142018 257:48 PM Ca npc,= sohroalsTM T COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: I oft 2017.7.1 [Build 2] Ma�11'- n-abba,e ueniw 1565 Sp:ttl Pitch QtY OHL OHR CANEL CANCR PLEES spacing WGDPLY W 0/12 1 04M 0110 000 000 2 12in 431hs i 84-0 2-9-5 2-0-5 2-9-5 2-95 5-&11 84-0 8 1.5x31 4x9 - 1x41 1 x41 4x9 - 0 [� FTM FLS 5 1.5x31 0-0-0 1 2-9-5 2-95 2-9-5 + 2-9-5 5-6-11 84-0 General (N Summary Deflection L/ (loc) Allowed (rye B1%Cade: FBC20171 TC: 028(2-3) 3MaL• oxh LIM (6.7) L/180 40 TR1-2014 BC: 069((,7) 1MI1-- Mh LIM (6.7) L/740 10 RpMbrf— Pb Wb: 085(4-Q Fbnat On 5 0 130L: 100% ObaF—.Y.-20 5 1 (Val) I 4n C—M—y 100n 1,5M bs - - M&in' Summary Bracing Sunmrary SP( TC 1, A19062013)Q2.4 TCBredg 9r®bd«Rwfi ax63APb&deip1Yy0h= BC SP(A-SM203)#2b,6 RCBredg 9imlxi/«M..t100-0,RuSidj�,,by0h- B11rs 9'(ALSOS-20n432c4 Loads Summary I)Thurtiahasbmid�ned r«nedraserm IORitmndvdhemepYsdaaFadc 2)Th'ss`!lssha56mrd®gnlf«ixdFaz;Mwid had;na�n�hi9�7-IOuhkfolarirg�dd�ip¢ I(AmphulemaKE�eC,FuFjFi�ha�CahLi{Q,)}I}IigCalg«yIi(I-I.00�Qaa1BY� ImdCaw DI: StdDead Load Point C I Mont l Immn Lim F1aCldl'i 0612 D— BaChd 2-62 lb- But- D.>,vi m4d12 fined. Load Case Ll: TTC L cad Case Point Ili M—b6 l tmeon LQa4 BnUd 2d12 Lb- BnChdr 4d12 Drum Bo1Ord i 6G12 Dw Loads Combinations LaadCnnhn DI 12 D1.0 Ux Lrl �} DI+Q75L1+0.75UI Ts<k DI+0,6%U D1+0.45 W1+075LI+Q75U1 D1+0.45W2+0751.I+,175UI D1+045M4Q75LI +(L75U1 9 D1+0.45W4+0.75L1+0.75UI iIl 10 U+1145W3+1751.1+a75UI Dl+)ASW6+0.75U+035UI D1+0.45W7+(L75LI+0.75U1 239bs 24h 239 hs 24 n 239bs 24h 6M hs 24 n 678 Fs 24h 6Mb1 24h 638 h, 24 n IA00 09M I.000 1�00 1.0W I.OW Illlyl Low 1.000 1" I= 1bm 1000 IbW IDm ILOD 1000 16m ILaO Im 1.w Ihm 1W) L600 Ohs Ohs GEN ` PE 76051 13 ae�+wradrbylrBuding BrianM WY mrem'1rFsDdol6e 9wEne n616 //71 IBgru�pLe 250fIN1:.wcFinF.R PG..'DiSOiII/ ' Southern Truss Companies, Inc. Truss: FGF 2590 N. kin Hi�waY SOUTHERN � ProjedName: 2195 TnmDrvr dhe Solutit b:- TRUSS F(xtPierce, F134951 Dare: 6/14M18 257:49PM Il Tn>ss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: I Df 1 Material �on'oL7.7.1 [EIdW2J Database versim 1565 Span Pitch Q(y OHL OHR CANfL CANER PLID sracmg WG JPLY 3$8 0/12 l 04-0 000 08 am 1 12in 17lbs 1.Sx3 1 4 3x3 - 3x3 - FGD 3 1.Sx3 1 0-0-0 0-0-0 3-" 3--8 Fading General C9 Summary Deflection L/ (loc) Allowed (psi etlgcod= FEC2017/ TC: 023(1-2) 35tac Oil L/999 (3-4) L/180 T 40 TRI-2014 DC: 0.05(3-4) vnu_ On L/999 3 L/240 10 RPMtrfmm9:: I& Wb: Ua3(I-4) HnCR On 3 0 DOL: 100% O.PflmyV-2D 1)C 17: 5 R-ofr ( ! 1:1.123-M) (25434a) (3:1-I ) 4343-M) Real 'on Sunmoary _ jr !' 'fjpe BMC-.bo BMVA±h Maehl Rgd&gWih M-Rod M.0-1w M.VkdlW M.tba ly xt6 4 Rt(MF) 1 4h Cu Mam" 300h 102b, - 42bs 42ht obs 3 D�d(r—) I ISn - M, 1026s - 42bs -12bs Obs Mail) rial Sunmrary Braci� S1m3mary TC 3(AL9C62013)W.4 TCBr4dt 9.f da1 f.=100-0,R.Fn& pbyCMs BC SNAL9Qt20R3)A22a4 BMadag S."aRAsat1O-KAsindefes by0f tabu sp(ALSC62012)M32x4 Loads Summary gTh's'hasbmid.LgWfat.4�dgeb 100bl &.oM1.b dpk d®dtnds 2)Thk�.1ss.b-dcgWfat—T®.faiAba&b—rd.=4A4'E7-IO11(hkfobni19—dd,Wnpt lfOrnphutiree,F�mreC,fuFjFs3esl,fabbFip,®ddigCa�jryR(f=1D0�QealBljg I3hs36i 400,h-22fkNhEndZ—Tn.;Nt.c dud:a U dDQ,=I60.CCZ—Wdh36R 3)M'ai m�agrsdchad'ngnaomh�m+lillfCTabk1607.11usnabm�appini Me Forces Sunutury >ab ��M R�maxrs aa�lro�( ra aargafian axhlra� TC I. 1-2 0225 Obs 11 ',II 134 0f154 obs — III 14 0a32 102W (-93 bs) 124 0000 Obs 2-3 OA32 1021c (-933bs) TYuss-to-truss Connections Su nmary MI C-WTnm C—vbRT— C-1i'90fa A* TT19 RF fiID I I-114 90dg INTh�!w 'bad —MKE7-1oaardem.dbyk7117Fbida EkJXgCrlde 2)1MQtydH=CR t.rider,dh.immiddlvosdebFetad*t—kgp—gp ofddiiond�dad6ad,gmpmias�LLt(i;o•.>aI2f1Qi�amdan¢tstlAA'9IfAI. \\/}\r`��/^—=�`<_L7► // 3)Aquamvdfaa,C9=164hsshnapptalbhWheheal�a�m�ap�val�acasspmTdbykTne®M,m•S••�prATH/fPl 4)l D*-4.1va ysdf,.kftofkhn<andotrdadbadmaei�kdgnd—.dBCDLSp.i. / `\ 5)T mivwnnufaga�ial'nupmconaJ}Ahernecaohasuoiaittma¢n9albepbvrldb6'sln;maximaionardupff't¢mannkPeanin.9mmay. / � . 1)LiadPE 76051 d' upiftAns.aysbaadm MWWFPSOaF 1.6T- , • r• I 0;��i3_I 4ORI0 S o�Ai'EN\\\\\ I mLEAofdun9pD(efiun l�bhvanmumagr.TlehnoflG nCrviMlheus(avlmdwnu ei a d apimmss4pblbykTnmMandaLaa drctsu(mkamnaga dompl noflcnfa mfinstfafit)•kl3um wo ea Brian Blkly maaAam h'sdfawhe:,dmesaagor�¢orpiofc�i>,n�,>�nvign�csNn:a+k}i•taknsampcnunae sunnse+ra pag�dk-m5nunbd'amauon&.Gmaalt•Ue'wgefaaadn minfmaaronAlmn�rphealr lbe s,n�g.+ lea �afaanl Smpav�9argTeCimpariyln-mama,Fe,asud�E4t-27Q.AImrnmrphoa�e�puh;amLYck�rifuiphesvenrnbuelbfa_13-uhiiiidanan lsgaugephoaS4ls;whd�el idba h'ghu6n13L-Sephc __ _ 2iQ(1T1K }Fsh.AA�rnR V951 _ Southern Truss Companies, Inc. FU Toject 2590 N. kin Hi wa � � y 2M Project Name: 2195 SOUTHERN. Tnm Dcsgrler. &c Ii TRUSS Fart Pierce, F134951 Dare: 6h4M18 2:57:50PM 17e1� COMPANIES. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10f 1 Tnm 2017.7.1(Bwld21 Ma4>alDaWn1eWrSKn 1565 Span Pitch Qry OHL OHR PLIES Spacing WCT/PLY 2040 0/12 2 040 04H 1 24 in 99 4s 20$-0 2-9-0 2$-0 2-9-0 2-0-0 2-7-8 2- 8 2.6-0 2-9-0 1 2-9-012-7$ 153-0 17-9-0 20$-0 Zone 1 i 1 n 4II 1.541 5x9 - 1.5x3 i 3x6 - 3x4 - 1.5x3 i 3x5 - 1.5x3 i 5x9 - 1.5x3 i 1 1 2 3 4 5 6 7 8 9 10 T,�' y11 V=16 I I 15 14 13 12 17 4x10 - 1.5x3 i 3x3 - 3x8 HS 18 - 4x10 - 11 416 - 4x7 - G-M 0-0-0 5.3-0 2-9-0 2-0-0 5-3-0 5-3-0 Ili 13-0 8.0-0 10-0-0 1530 20-6-0 Loading General (M Summary Deflection L/ (loc) Allowed two (0) BIdgCodc FBC20171 TC: 036(56) VAM, 065n LW (13.14) LR40 Tom•, 40 THl-2014 BC: O68(1546) VnLU 0.46n L/507 (13-14) L1360 CM: 10 RpMbrfm % REb: 0%i(942) )b.M OM, II BCU 0 DW 100% ODyram,-20 li�: 5 P4e0�(7n)(yAOp): (I2-0,I$9a) tZa4�8R) (3¢I7,1$9a) t52-0.I.BA) (60-12,1$9a) 1$A•) (Sfll2,1-M (9W-8A) t10-z�.ISSCI) n1302-0A1 n2il12.2-0p) naaslsal t150121.891) (MI22-0A) r17: U-0pl -an Real Summary 7f I Tvm &aCmrhp BmWdh M.11W Pm&2W& M.P�¢ M.GaVW M. Mlbdt M.Upft M.Hi lk I7 ,f-CW 1 55n Ca M—y 300n 1,1291. - - - Obs II FlIiPpl()1hq 1 55h C..&M.." 3D0'n 1,127bs - - - Obs Mall rial Summary Bracing Summary TC 9'(ALSC63)13)85'I,4(M*. TC&aug 9.M1 BC W(A[SCQ2013IS;hd(Pod BC&amg 9imhalarflofnsas1040,P1eindmgby0fas Vas S'(MSC62012)433r4(FL0 Lol Snnmrary I)M"ni4I-n garcladgnaonrd—ihIBCTabr1607.1 laswb—pp6ri M r Forces Summary Tabbi rm=kfanbarR.uM,=mhlfaq(maxmnpr.fa rddr—fm n—.hlfa.4 TC 1.2 (1213 06s 56 OE59-4,5746v 8-9 a419 -3,M bs 2-3 0415 .3,W hs 6.7 0456 -4j74 bs 9-10 OM ON 3-5 0493 -3- Wbs 7-8 0.418 .3-VA bs BC II-12 0324 ?,114bs 14.15 0675 4,574bs 1617 0319 2,1031a 12-I4 0MI 4,.. 15.16 0675 4574M Abs I.17 CLO34 -11Ohs 5-15 O.M2 102 bs 9-12 0334 I(A26s b17 0225 -V25bs &14 0032 -104bs 9.11 0329-2,1371. 2-16 0,921 1616bs 7-14 00M 161 bs 10-11 0A11 -11Im 3-16 OD64 -208bs 7-12 0326 .917bs 1 1 r 0394 -1,111 bs 8-12 OM-234 be\ W11111/,/ 1pb l5-16 dr. ,' ba4dau�E7-low,dfaamibyt m7Fbril.13.0 �� gCadr \�\\\\p`� `I 2)VnCRgMW..Q2arctnvtialandM¢m61dd{rmrtdaeuiueladplssicaspmr�pa�mmfdihrixrduebdwdkad,mmpmlasDdlli+(Ifa-I). Del iX.ira®rdanx+.fiA1.SVffi 1. / \ 4�'�\GENS� 3)f3i1ysrfl—sefMhHd1n81T,a�a�ad<�ylo�. 4)Agas mnroifam,Cq=IDO,hasbmlappfidbhtphnbealnsvn¢d sabaas�if'�bylnTn>�MamdaaacpaAl H/IA I-20MSdn2W- 5)"R�edralveifysifve�dnpihen�arddveladhadmauukdsmerardBCLi-Spec. PE 76051 � _ r i 50,�;��3 �I ORID I KP7ffAmpyMhRd 0.ti�cA:mrmfisdawirg'rdiiasampcusxofpof�rula>gnm�rcpoA3yvlt�•firhenrsompmndgpl4qunSsl>:mwlagnrdte'lmpanminfanumn�CacalWrs'pu>yfiradd'u�alnfarratrnAlaxugorptsadalbe mstnlbe6uniisslbfeauiarmo-aar.Thedavrdh's:Sn58a1hecu6sYdmdsgraunandreFuanuaa�{g4dbyheTnm�laruf ard�.srgim M.Trw andmmpla��oftrcnlommensdfahbyheBulL'g Brian M. B) caldY L numdaaml :Smpm9agT'eCmrpu011rcnaazwdanxuA�E9t•2762.amasmrph�care20gpsB„rmbrf> idpbes¢eisfolouadbya:is'wh'sfi:d'ut<an lsprugelisex'S71s;nbdi iid tsa h'ghnmm lBCas�epbe FH&R i+1 2W9013i3 res}fehAlSr R3d951 I� Southern Truss Companies, Inc. Truss: FL2 I 2590 N. kings Highway _ xsDes*er: 219.5 SOUTHERN Fart Pierce, R 34951 T2 dhe Late: &142018 2:57�0 PM cbrnpancr• # Soi mor>STM i Tr4n� COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax AN PaV= 1 of 1 2017.7.1 [BLAd2] Malenal Database VeISa1: 1565 Span Pitch Qry OHL OHR PLIES Spumg WGT/PLY II 20.3-0 0/12 7 &H O(1(1 1 24in 98Ils 20 3-0 2-73 2-9 2.6.0 -0 1-10-0 2-73 2-7-8 lr-0 z- 9-0 2 -0 S1-0 7-10-8 + 9-9-0 + 1�-8 15-0-0 17.6-0 F 203.0 2 7 2 li Zone 1 i � m d '. 1.5x3 l 5x9 - 1.5x3 l 3x6 - 3x4 - 1.5x3 l 3x5 - 1.5x3 j 5x9 - 1.5x3 l I 1 2 3 4 5 6 7 8 9 10 1 II 9 zx1 0 ,x3-1�1 v 16 15 14 13 12 I 17 410- 1.5x3 l 3x3 - 3x8 - 4x10 - 11 4x6- 4x6- I� 0-0-0 0-0-0 5.1-8 2-9-0 1-101 5-3-0 5-3-0 5-1-8 7-108 15-M 203-0 11"dirigg General (N Summary Deflection I✓ (10c) Allowed (.s1) BBgCadc FBCM17l TC: 0.73(54) WOL 062n L/372 (13-14) L/240 T0.0 40 TNI-2014 BC: 06,(14-15) V.U-* Q44n L/AI (1}I4) U460 TOOL 10 PpMbl—: I& VJb: OS2(9.12) H=OL• 009h 11 BML 0 DM: 100% OapFzmr,lfa=2D BOI.. 5 baTses(1sc3(v�lagk (1D-12,1Sy0t) (2uo2.14) (3a12J-g9Q) (52-0,1.sA.1 (e¢12,1,W) ()4Q1�A1 (E¢12.1Z) (9no2BP.) (iQ2a.1390.1 (11.N32d0.1 (12D•.22 ) 141$1$03 150-121-M 160-1 4IQ1 1730141D.) Reaction Summary n- ;I Type BMCombo &xWBh Maeb1 'BaaBn21UM M.R— M.C-vQM MUykd 66ft MaxLW MaxR k 17 (VAI) I 4n Cn Mam" 3DOn I,1146s - - - Ohs II } (Vbl) I 551, CamseMamnry 3DOb 1,114bs - - - 0bs Matenal Summary Bracing Summary TC �(AL9]F2013)SS (Fhd TCBnaig S.W l3C SP(ALSC62013)532x4(F4 BCBmft 9.d dl %d w10,Kft 5sdagnby0h- KPs 9'(ALC62012)432x4T4 Loa Summary I)M'nnaiImmmgmmbur gna®rdas m%mhB3CTabt1607.1 hasmbmsapp[d Men ber Forces Summary fibkidciQMmbcB�maxC9,maxaxalfoq(maximp fa¢dfdfav[fiunwaxulfaz� TC 1-2 0211 Ohs 56 0.734 aA93 bs 8-90413-3j471a 2-3 0.4-3,5161. 67 0630 4;493 bs 940 0206 Oft3-5 Q464 -3516 bs 7-3 a412 -3547 b: BC 11-12 0318 2,0961s 14-IS 0.01 4,493 bs 16-17 0314 2ff76bs 12-I4 0424 4 111 1616 0652 4493hs vx. 1-17 Q034 -109N 5.15 0050 9M 9-12 =1 1,616ba 2-:7 0914 -2295 bs 614 0030 -97bs • 9-11 0813-2,106bs 2-16 0209 I'MN 7.14 0076 149bs Ht- 0,034 -IIObs 3.16 0065 .211 b, 7-12 0315 397is il6 0332-IQ76b; 9-12 (ton -2336s 111 1 !//'// I)Th's 2) oN\ ``v, l f00' shamlmASC67-IOazN•wmlbyM'.L47Ftrbi aifngauk N\\ \p" �_� �/ }1xzOiarehwualasdl�osvmalddlrixssslroA+ehadpl¢hvmy�ampmmsofddlmbsdmudadWd,mmp�azD:fl[I.+(Ka-I)<Afl O.namxdenm.+sAT�9/R11. \\�Q-' //_— �\ X, 3)u1� }ypMf�nyh<Buaebg,axs.�ng�a �ylQa. a)Agsoiy+Imnrolfamr,Cq=IDO,hasbmappSvlohybegnalrmaar�vals�as�mfelbykTssmMamJ 5, msrpaAM4/1A 1-2%125nvm 242 \ ...+u1,airygff„Waofi>r.aaaadotwe, dbadmvb�d namaWBCOLSpsf. PE 76051 �. 1 = I I 0'� `;Z, II ��lll I I11�� F27fICEAa>jsyofh'sd�S4nlbefumi44duheusoiasuvitameTkds{mnfhi::dNiYalneai:h�slmMesavrtanls�utmw�ssQp4dWheTnnsManJa,Lsasdrc I7cgl�cAsrJlimh'edam:g:dcscsamparszofpofa�uralasgiwangs upal heamna�•andmmplss�sofixnfanarossa fahlsyl>:Bu3ing lse^ImpermvinfomuuonCC nfam+6nAlmrvmrphvsdnlbe BlumK B).My rsomda q+as7.7ynityforMneamr�paaadn9msnSedemwpageud a1F1 is"p gefaad]"snvl �SySmpaxs9asg7eC'anlc+sq;lrcna�dsnmsidsE3b2762.Alaxumorphaarcl0gaug5lmb�Ise�¢ifialpbcvzafotou�lrya:13"nhilsndL�esan lBwefshs;ar'SW Ig",whih ndesesahghusnlgPugePbr P SaMFTg Rle)51 25A7H1:.rc:HehF2FF=H.15, ` Truss: FU (- ' Southern Truss Companies, Inc . SOUTHERN 2590N.Icin�Hd�lway T�De4xr. 2195 d,c U$5 Fnrt Pierce, F134951 slate: 6/142018 25751 PM Sdo6= Tr1ss CQiu9F�L�lti11ES 0 32-050 772 464-4160 772 318-0016 Fax �80 ) 2 9 � ) � ) Page: 1 of 1 ;III siax 2017.7.1 [Bmld21 Ma Databm venim 1W Spaf1 Pitch ay OHL OHR PLIES Spacing WGUEY 19-11-0 0/12 6 0" 04M 1 24in 971ts 2-9-0 22 6-0 2-9-0 1-0-8 2-7-8 2-7-0 2-0-0 2-71 1 2-9-0 5-3-0 F 8-0-0 9F-8 12-2-0 14-9-8 17-3-6 19-11-0 Zone 1 mi a' 3x6 - 1.5x3 1 5x9 - 1.541 3x4 - 1.5x3 l 3x4 - 1.Sx3 Sx9 - 1.Sx3 I 1 2 3 4 5 6 7 8 9 10 O C] v_T1 � ,x3 12 15 14 13 12 I 16 11 4k9 - 1.5x3 x3 1 3- 3x8 HS 18 - 4x9 - - 17 11 4x6 - 4x6 - 0-0-0 0_" 53-a 2-9-0 1-0-8 5-3-0 5-1-8 - -- 5-3-0 &-0-0 9{-8 U." 19-11-0 ding General (A Simunary Deflection L/ Qoc) Allowed (I'd) BligCode: FBC2017/ TC: OS8(5-7) vncp. 056n L/405 (I}I4) L/740 T 40 TV[ 1-2014 BC: 060(IS-16) VniL• 0.39n L/581 (I3-14) UNI T 10 RpMbT—:, Vs V1b: 080(411) %h CR: 009n II 0 UM: 100% OIVFm ,Yu 2D 5 Ph (1ne7(tjmg (12�,143yQ) (2D-0�3p) (3D-12,13$Q) (424).141,Q) (5412,141yQ) (7DQ14i,Q) (8412,1-89Q) 19AQ2$0.) 1041 14)90.) 113O2-0R) (12AI22-0D.) (laa-8.1501 I50-121-850.) (164122-0D.1 111.12 A) R Iron SwInary rr I Type B¢Cambo EmW±n Maeal Rpd BeV4ih MaxR . M.,C— lw M.W d b8) M.UA M-Hr¢ - 17 (Vhl) 1 55i, Cv Mavry 3D0i, IA95 bs - - - Zft Oft11 (Wa0 I 4b Ca Maury Doi, - - - Oh Material Bracing Sunmi•ary TC SP(A[SCG2013)932x4(Fb4 TCBrring 9-t d BC SP(AISC6.2013)SS2s4V" BCB,adg S-tdaArk-d0,K%fndegnbyM— VAs T(ALT&2012)432x4(Fbd Lols Sugary I)M"I �go6:iadignaw, %i,TBCTabk1607.11amabanappfid Met aber Forces Summary Tabl idc gMm bllgmaxLT4,maxaxhlfao (maxm ryr.foo JdBTaarcfianmaxa:elfa Ej TC 1-2 0203 O bs 4.5 Q52T .4}52 bs 8-9 Q404 -30M hs 2-3 0.401 -3,443 bs 5-7 UZI -4X21n 9-10 QM3 M 34 0.404-3.443bs 7-8 Q403 -3.46111s BC II-12 0307 2(46M 14-IS Q602 4X216 1&17 0307 2A37 is 12-14 Ow4.243 hs 15-16 0,602 4352h Wt. I-17 OA34 -IIObs 4-:5 OM 901s 9-12 Q799 1,5M bs 2-17 Q799 -2,2Mh 5-14 0.026 -83 bs 9-II US -2,267 b5 2-16 0.790 I,5551s 7-14 0.061 121 is 10- QQ34 -IIObs }16 (1068 -22I bs 7-12 0-304 416 0355 -IMES S.12 0D73 -asm -234bs 11 I' 1//,/ \\`1 INTh's hhwdav15CE7-IOasRfea�dbyNe�7Fb,idaBuMgGD& \ / �\\ ` 2)Vn.a,dFFnQtarcenwrialaMhu¢aaalditao,sduenbehadp4aneanpam,pnwafdttrmnA,;ndod6 3)u+' i1�1>ya,eB,aui�gr2�trax�pngbadraay 104T. dmmpudasD:fI LLB(xu-pxlu.uao,>danxs�,A1�S7rtNl. r--�t� ___777� GEN . �.�S`c•�4!��i 4)Aga mmolfav,Cq=1.01,hasbsnapp�iod,ephehtral,�nads�nveY,sas>ir<vfdb,'inTn sMam,famcpcAh9/fA I-2fg29arm 242 \ 5,Ba> PE 76051 i ""ST i 3 i��I�OR1D ////SS OA \\�� `ENG 5IVJrICE B CE Of nadsgBsalx6a„ad UneEHEIn1,n2Q]f.7btSTSJ10r1ixi�diJil;a1�1[Y:RI891101�' JIUISSait�fdtum,pl5a1�1Cf)M'IYTniliMandaAKtanI� 511ptY,nea.➢➢.19'.L,d GxnpF} l'OfnCn(PaP6Vi!1Ir(i/,bylYB,M- loom;da..:�gndIb6—UW�,rp,or�ald�^,a;,g��.atsy�yfarrn�m�po�wd�as,ow,.s.:+�m�.�lagea�deK-m,p,.aml�rm,�aima�,naalrro�-Fagrr«aaduror„ia,a�am,a,�phxs�aone BClilI1 Ni1edlCly V' „wa£a I bySmpem9mg-TeCmgaryircnamda,�sui, E4L2762.Almvuvphgarc�-0gdug;wl�ltgimfulp6uaebtolb+.Bib,'a=13'uhidi id',aaan lS�n„�phga'5718;u1i.fi iid'atraliehrnan l8gauecphQ s,nNi131 l :- Southern Truss Companies, Inc TTusS: FL3E SOUTHERN" 2590 N. kin I3i sway Project Nurse: 2195 ThwDmipw. dbc sautiomTM TRUSS. F(stPierce, F134951 Date: 6114038 2•57s2PM 1 T,= COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pw: 1oe1 u 2017.7.1 [Build 2] Matra1 t,� I-W Scan Pitch Q(Y OHL OHR PIES Spacing wariply 19-11-0 0 /12 1 000 049-0 1 24 ut 83 Qn 19-11.0 _ � 19-11-0 19.11-0 Zone 1 3x6 - m i' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 v1T 1x3-(2) 1 ' XxxxvT 3x6 - 18 0-0-0 0-0.0 19-11-0 19-11-0 General CR Summary Deflection IJ (loc) Allowed Load.' qw) BSgCadc: FBC2017/ TC: ODS(2-3) WCR'. On LNN L/240 TC(Ir.� 40 TPI I-2114 BC: 001(18-19) 161LL• On L/999 Lr360 TC4.: IO RglMbrfr m 16 Vffi: 006(17-18) H=aL• On IS BCII.k 0 I3QL: 100:: Qbppa 't; =20 BC1I.. 5 'Phe0(i�Rm1'YMak (12-4,140a) (17042.1-g90) (ISD-1213 M) 43424•1-890.1 Reaction Summary jr Tws &MC=bo &¢RHh Mabel M-Rz MRma M.Gavl7Mdk M.W d1W M.Upw MaxHxe 34 iC-f— 1 239h Cm Ma m 149 b8 110p1f - - - Ohs M&ter l Summary Bracing Summary TC SP(ALSCS2113)922x4M4 TC&amy S.W BC SP(ASSCb•2113)iP-2,4(FhU 13CB�a* S d darRxmU04APA dmi�,by0h- M, SP(ALT&2012)N32x4(fb4 Melber Forces Summary TabkhcG=Mmdselgm=C4,maxaxelfd¢,(max�W.fa ir&raen6anm mblfaa) TCC 7A05 A12-13 OD75-411-2 -0 2.3 0076 bs 7-8 OD75 4bs 13.14 0075 dbs 11 3.4 U76 -4bs 8-16 0075 _4bs 14-15 OD75 -4bs 4.5 0075 4bs 1411 OD75 4bs15-16 O,M 4tx 5-6 OD75 4bs t1-12 Q075 4bs 16-17 O.075 4bs Be 0.012 4bs 23-25 0D10 46e 29-30 0011 4W SL20 O.02 4bs 25-26 OD12 4bs 3Q31 QOII Ohs 1:8-19 2-21 0011 41n 26.27 OD12 46s 31.32 4bs I 4bs 27-28 ODI 4m21-22 4W 32-33 00 22.23 0011 4bs 2&29 ODII 4hs 33.34 0.011 4bs WN us -566s 0142 -I34hs 14.21 OD42 -134bs 2-33 0041 8-27 ON2 -1341a 0.042 -1346s 11,34 17-21 IO-132bs 3-32 0D42 _135 bs -26 OD42 15-2) -134bs 6-19 Q042 -I356s 4-31 OD12 _1346a 11.25 OD42 -I341s 17-18 OD63 •581a 5.30 0042 -134N 12-23 =2 6-29 OW2 .134bs 13.22 OD42 -134bs _1341a J Not 1)TY. 2)ltrt( 3)Qk sbaWmkSCE7-10mdmiadbyfx-V7Axida&angCO& Mg— CRareheaeti�landhuvrialddl a d..kt badpinlmsq,nmp+mrofddLmmduebadbaA—p d.Dd LL+(Y--1)xIIilTS.haavda�nh.4A4/IP!I. daos�a �byde&iLgQsgamcvagked wryl0-0 N � �\�': XCENs�._1��i \ �. 4)L Cnbli. ibeha�bPraaLLadinda.+spu*iafbl'fe&IMeSTls�s'• / 5)Cxakr4ryssmitivntstximmdsxdbaarig 6)Cabkiiiiaphm1u16•oALM 1 � ` / PE 76051 7)Amd,tbkwhi *� 15x370p phKLAIQ 8)The hssb &ttdfaia*—Wkndng Forbadngrnplibnmsrn"OrphrcundWd%,dir MQcrnamllnxna¢anWBCS483. 9)Ayib axwlfav,(:q=IJU,IuthmappWblepheheal�ai¢mod�vaLsaspsifidbyfeTnffiMant4mvpcAF9lIA 1.2102S ' n242 — 10)&s35ig0:4.4.1-iry fb!Axnf/enema,dodrdadb dmat bbdomamdBCE)L5psf.�- 3` 3 `� i0ORID S 0NIENG \��\ it N7fICE 11 pnA�i ofh'sd�4nlhfumpixiibixaaar,mge¢x.ilx noflii kdr.iSxdhen:ckxvfmh notrk�anl�utmimssplp4dbyleTnraMa,afn var.,d�d<upxlixamuag�ardmmpknncnffKnfumxnnuforh by dxHuMng mh'sdawiagndtatsamranmfpofs5ornle>(;nvi��xddg'a:0jforhenx;mmpxunhiEnOwrtS¢femvcp gznd lx'fmpxamin( nxl&GnaalNx�pare faadf:malufnmbdnN`mnmrphuduGh Brian M. Bleaklyy! nwnfaavd�bjSmpmi9sxigTeQmtvr011rcisaandana;w2sF9t-2762.N�ovtmrpk+t an•21�u�mksleyacf'edph� i;fn6xsaWlya=1S"rlidlid'ratsan l8gaugn,hGorSCIB",whdiidmcvhghn�nlSt9�f�ab Sn¢FigK7iA51 7590N ' Fifi.h 834951 k i • Southern Truss Companies, Inc. Tiuss: FIL SOUTHERN. S N. kin Hi a 2590 N � �wy �1d�e: 2195 ThwDe@gner dhe •r„I '-TRUSS Fort Pierce, F1 34951 Date: 674201E 25752PM Y^^^^"`N coil PANiES_. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page1Of1 Tres 2017.7.11BBad21 DBahase aeraax 1565 Span Pitch Qry OHL OHR PLIES Spacing WGDPLY 16.30 0/12 7 w 000 1 24 in 77Is 16-3-0 2-9-0 2-7-8 1-11-0 1-1-12 23�1 2-0-0 -�---137-8 2-7.8 ! 2-9-0 5� 7-3-e + 85-4 11-1-8 16-3-0 Zone 1 Q 1.5x3 40 - 1.5x3 1.5x3 3x3 - 3x6 - 1.5x3 4x7 - 1.5x3 1 2 3 4 5 6 7 8 9 _lil TC9 41 E(2) 1T 15 14 13 12 11 45 - 1.5x3 l 1.5x3 j 3x6 - 3.5x8 - 16 10 4x5 - 4x5 - 0-M 0-0-0 5-" 1-11-0 1-1-12 23-4 5-1-8 5.4-8 I 7-3-8 8-54 11-1-8 163-0 I o ding General M Summary Deflection L/ Ooc) Allowed T-4 (p9) WgCodx FBC2017/ TC: 064(34) 1M(R OA6u L/397 (IL13) L/240 T 40 TPf I-2D14 BC: 063(II-13) VnU-- 035b L/527 (12-13) L/360 TCa.: 10 RpMbrl—. 1a WFb: 066(2-15) H-M 004n 10 BCU,: 0 DOL: 100% C.PFa ,M-20 13cl:x : 5 Pb (1gk 02a,1$90.) (m-01-0A) (30171$y0) (<a0.1$9Q) (sal;taPl Oa1z189Q) (afloz-0A) (9a$90 121) (1Q2 am 11S1iz1-I2ni 130Qi$90 14 1�90) Issazoni 16 -0m 4Ton Summary G bo BmWdh Maeel RodBmWtfi M.Rzd M.G-Lw M.Wdupm Max Max}brk 16 (%P I SSn Gm Maamy 30D'n 3946s - Obs •. 10 0" I 4h Ca Masxxy 30061 894bs - - - Obs M$ erlal Sugary Bracing Summary . TC S'(AISC6-2013)S52.4(Fba TCB.&w 9-i'd BC SP(ALSCS-2013)SS2x4(Fk4 BCBr4a� 9rmtxila}4isat104}O,Axlndrsignby�as Wgs S'(ALSC&2012)If32x4(Fb0 I)MnJ, Sgprc��gryam&n�mhRiCTabh1607.1 hn=banappW Menber Forces Summary Ta �: am�Ma�lgmaxm. �xaxhlr«o (�x.ra��dara�a6dnmaxaxblr«� TC I-2 07A6 Obs 4.5 0345 -2,739 bs 8-9 0.175 Obs 2-3 03"-2,7S9bs 5-7 0.441 -24$5 bs 340638 - 789- 7-8 0308 -2645 bs BC 1 QJbI3 bs 1}14 0626 2,789bs 15-16 0.482 Ib0bsI1-30626 2789bs 40604 2.789bs 1-6 QQ38 414 0011 .34bs 8-110OSM 142bs --123bs 2-16 06i6 791 bs 5-3 (IM , -70bs &0633 -1,783 bs 2-15 0636 1265-1Q056 -158 b9-10 O05 -13bs 3.15 0.127 41067-I1 0.100 -322bs I)Th' 2) 3)61i ''sbxalanACE7-IOaz�eBu aadbylcTT7Fbrifa3ibgGade 1)xDllly-na—dm,ihA "1. isl6ydrHdLrgDsianc ocraongludcaxy 10-T. B \ _ �� Q.,\ /---- —� 4) 5)Hi amolfaar,Cq=IDD,hashanapp6dohyhebealn io;dr val sazsput'al6ytltiTna$MandaaeepuATH/(TI I-h702�rin2A3 ilr�ia9�atw£y�f'w L7V� / XCENSn\ 1{ N [dhenmanddvdadbadnavbkdo�da�IBC17.5p9: ; ` PE 76051 117fT�' ofh'sdeign shal6efimiid�dof�a vnmmadr.Tle nofh'e-'�di,+ialnes'sloalmd mire and�iminisagp'ulby heTiwJ4anufaa�andnissgmfie:.mayaMm�ipksn,6ofhenfomnrtnsafixhlry•l+eOuaing Brian A Bleakly Ds{svA�aionhkdmai�gidiaeaaq�anarolpro!�raimgiruiig�rysasyfortesugaxnpmandc�dwn5mdtmwpagiaMd�e'Inpxsuninfomaion3C ITaefP gefiradd'emalnfomuumAlmn�rrpNe9nebr. SmE1 n¢nufanxgi by Smpm9ror�TeCunrynylnenamxdan¢uihF-%-2762.AIoxumsrpb.-20gaugGwkxinspd'elphas¢e'sfobwdtya=l8"wh',h idiat an l3 ugpbRor•841S,ulidr:diatca hghen2�iSgauggpne 2590N1:a�FEh.06054951 Southern Truss Companies, Inc. Tniss: F14E = n SOUTHERN 2590 N. kin • Hi 1wa �' Y Projedl bme: 2195 ThmL-,4er. do TRUSS Fat Pierce, F1 34951 Date: 674018 25/53 PM T COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pagc: I of 1 SiCFr 2017.7.1 [B1DM21 Maul Database version 1W Span Pitch Qry OHL OHR PUS Spacing WGT/PLY 16-3-0 0/12 2 040 044 1 24in 69lbs 16-3-0 16-3-0 Zone1 C 0 3i 1 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 To 41T x3-(2) 1T16 3x6 - 0-0-0 0-" 16-3-0 16.3-0 Lo' an General CSI Summary Deflection L/ (10c) Allowed Load (psf) >WBCade: FBC2017/ TC: 003(1344) VAM, On L/999 L/240 T TaL 40 TPI I-2014 BC: 10 RpMbrlm V. Wb: ODI(19-20) %MTT On L/999 L/360 006(I5-16) }ia M On 16 BOLL 0 DOL: 100% CmpF.WY--20 Bm 5 7 ): (12-01 ) (151042I-M) (160-I 1-89Q) (302-41 ) IMe2 on Summary Jr Type BikC—& BMRBh Mavhl Maxma AeRba M.G.Tbm Ma VhdLbQ1 M.Lbw MaxFbr¢ 30 1 195n Ca M—y 1551s Ill plf -19M - -191s Oh; Mai rial Summary Bracing Summary TC SP(NSC6-2DI3)A22x4(FhQ TC&amg 9ieslyd BC S1(ALSC42013)i22x4(Fb0 BCBramg S�st.Ja Rs6SsuI0,KRaf deb by0hss. Wba 9'(NSC62012)..40bo Mei i iberForm Sunmiary Tabk.dmasMma¢IQmax(�l maxaxblfo q(maxmmp.fox2ddfaeafmmmaxaxalfa� TC 1-2 0.073 -3 N 6-7 0075 .3 bs 12-13 UK -3 M 2-3 0076 -3bs 7-8 Q075 -3b 1314 OA82 -36s 3-4 Q076 -3N S-10 Q075 -36s 14I5 OD48 -3bs 4-5 OD75 -3 bs Ia11 Q076 -31s Sfi OD75 -3M II-12 Q076 -3IS BC 16-17 QOOS 36s 21-23 (Lam 31s 27-28 0.011 3bs 11-IS OD12 its 23.24 0.012 3bs 28-29 ODII 36s 18-19 0.0 2 3 bs 24-25 0.0 2 3 bs 29-30 0011 3 % 19.20 Q012 3 bs 25-26 0.011. 3 bs 2621 0.012 31s 26-27 Q011 3bs Wbs 1-30 OB49 -55 bs 6-25 OD42 -134 bs 12-19 0041 -1336s 2-29 OD42 -I34bs 7-24 0.012 -1N. 13-IS 0049 -141 N 3-23 0.042 -I351s S-23 0042 -134Is 1417 0032 -102bs 4-27 0042 .134bs 10-21 Q042 -134 bs I5-16 OD56 156s II >Q04 26 2 _134is 11-20 Q042 _135 1s Na< I)Thi 1)vs I' 'sbarplpnASCE7-10m fmsmibyt..7A7Fhii,BihlbgCude 1 adHaw'nIeWdp4shespmp.fddk bndmodmdh4m L+(MxDd DLnm—ift.AXWMI. � M. BL ).' 4 f-ebPm2d*q—piledby1*3@,rgD�-. p,.d.Dl '\ \GEJV / 5) mn6naasbommdvdbeamg � � \� ph Wal16"oc,UK1a ; PE.76051 7)Ab bL b i115x37Dga ph.AUKO S)ThR hasbmld�dfornphneuidWdrig Forbamgm{u:slwisformofyhneu:dted:gidabheCoivixmnCapnvnsaldhBLR-B3. � - r 9)Npe 'nrmolfaox,Cq=Ipl,har6mapp&dbhephehbalwlasarsp¢it'dby4xTnesMamdanwpaM9/fAl-m02Smm242 10) 2v7edolw£ysdfaeJuofhn�aMoaxrdadladmabekdomamdBQY.Spt 5� 0 2- 3 ,I .�ORID.�� // SS /// 11 I l l 110 NM LlagarA. ofhi;deendlaobe6miidbaeaamnmmamr.Tl�v_Toflu�dx&slbenLbt�dmd�abaardmpdmulsvppkil+7�4xTma�famfadm,ndre�uponfreaw:aa�aldmnpl�oori>znrmmcnatWrhby ieliudi:ro � Ion hedreaigidiaeaagrcu�ofpof uulag�xaigl�vstiryslHyforhuwsmmpavndi�9�nSchzmavp3grandh"fmpnw¢InfonnaaonSGaealT.bcK'pl� fuadtiixml of �inNax+n®xpba9nlM Brian M.Blealdy 'j ma�afi � bySmpem9rmgTrCm llrcnasmda�uiiFSR-2762.NmrvvnxpFaaare�ga�r{lml=6depsfdpbeaw-.'sfo4r�lya=13"whiilidd'clloan l8�ngephQor5:l8",vhidl ixta�ah�le ilSgau�rysbe ��I C 2sA7 N h'aws}T h k Pa¢B 34951 Southern Truss Companies, Inc. Tom= FL-5 2590 N. king; Hi di wa y Prcjt'tdame: 2195 SOUTHEA N Thm Dm*x:r: (OL- TROSS Fat Pierce, F134951 Date: 6114I2018 2 P:M PM Thor coMPAN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: l cf l sica 2017.7.1 [Bold2) Datd=verbicm 1565 Span Pitch Qty OHL OHR PUFS Spacing WGC/PLY . 15-11.8 0 /12 4 04M 0-00 1 24 in 76 N 2-9-0 2-7-8 1-11-0 , 0-1a-4 2� , 2�'r0 za-8 2-9-0 ' 54A 7J'--8 8-1-12 10.10-0 13-0-U 1s-11-8 Zone 1 1.541 4x7- 1.541 ' 1.5x31 3x3- 1.541 4x7- 1.Sx3j 13 12 11 10 3x6 - 1.5x3 1 1.5x3 1 3.5x8 - 9 4x5- FGE 0-0-0 0-" 54-80.10� 2S4 5-1� ' ding General 5 4-8.. 738 CR Sumary 8-1-12 Deflection 1a10-0 L/ Ooc) 15-11-8 Allowed IA'' (pd) BkfgCalc FBC2017/ TC: O57(34) MaGLI 04h L/452 (10.11) L/740 T5 40 TPI I-2014 BC: 060(I I-12) VAM. 031 h L/598 (10.11) L/360 10 Tt pMb Tm 1Fa �: 062(L13) %20L 0.04h 9 B[il.' a 0 T10L: 100% C.PFa 'K -20 5 (2nd(vprgk U2-0,I-850) 200�-0A) (30-12.1-890.) (40-01.890) (5412.1-8A) (60-12,1490.) (70 -OA) (8412.1.890) IS24yk1 'on Su11m1ary lOD•Ill-I ) li 14i.90.1 120-0.I-&90 13 1.801 14. ) Real) 3r Canal BMVAA Maehl RqdBmVAlh M.R® M.Gav M-Vhd Max M-Hx¢ �, 14 VAI) 1 55h C—ftm my 300h 878ba _ _ - _ Opt 9 (hua) I Ish - 300h snh _ _ _ O,a l 'al Smuntary Bracing Slmlmary TC SP(ALSC$-2013)SS2x4gb4 TCBmdg. 9xalni BC SP(ALSC62013)SS2x40M BCBadv 9m/rdwP ftal10fi0,Wi�dab by0h- kWn i SP(A[SC&2012)4/32x4(Fh0 Ikail Is Summary I)Mi* Saa'bmrnghaavan=AT9CTabb1607.1 han asimbappW M Forces S.,TabbadsxesMa dxrlLlmaxC3,maxaxeltaq(ma mnp fax4ddTeanfanmaxax®Ifoo� TC 1--2 0301 Oft 4-5 0281 -2066a 7-8 01T7 Oka 2-3 OM6 -2F96ta 5.6 0415 .2j756s 34 O-W Is 9-10 0264 1579bs 6-7 11.12 0" 0599 -2575ba 2496bs 13_14 0444 ]Xb11 Bc ill 10.0599 2696he 1-14 UM -121 bs 12.13 - 442 030 Om 21M6bs -24bs 740 0.560 1,102bs lilts 2-14 QS'.2 -1,753 bs 5.11 0023 -75M - 7-9 0619 -1,7451a 2-13 0624 IXM by 5-10 0047 .133bs 8-9 0035 -113W 3-13 OLIN -391 bs 6.10 0099 .318bs TM to -truss Connections Sunmary \��\fit\ j pi II j /j / /Il/ T71 FU FGE ' nyi*Tn� 2 270dg \\�\ `1�\± IV I F3/` 4' FU RE 2b12 '.-;'s]�� R.5 RF 4612 270deg � / \ 4411 Fli RE 6612 270dQ � V � xad-b;.baapka+eaap-npainnurddl'nndmoamakad,uxnpu .Udl LL4(1cr-pxnn n.ha�mmx n757rtr11. g.d—y10-0: eheaiirkvab..4a Wbyi T—Mam£aa.cpsAPH0191-2702S-242 rase bad neseuAdo me m¢1 EmL s pr. Aha�gaohcsworalaxxamidulh pwSdnx shaiex�aainandupffsduunhlxf+adinSmmay. PE 76051 r• 1 1 T / �t /// 7S aNAL,ENG iffc ah'ghtc n138au"he Southern Truss Companies, Inc. Truss: M 2590 N. kin i wa s' I I� Y Project r um- 2195 SOUTHERN. Tm%Despm d-c TRUSS Fat Pierce, F134951 Date- N142018 25755PM �1M COMPANIES (800) 232-0509 (772) 464-4160 (772) 318,0016 Fax Page: 1(¢ 1 Vciim 2017.7.1 PIP 2] Matenal uatlha,e wrskn 1565 Span Pith Qty OHL OHR PLMS Spacing WGULY 10" one 1 0oa w 1 24ia 49lbs 10-" 2-9-0 0-6-0 2-1-8 2-6-0 -- -_ — - - 2-7-8 I 2-9-0 33.0 54-8 Zone 1 7-10-8 10-6-0 1.5x3 l 3x3 - 1.541 1.5x3 i 3x3 - 1.541 2 3 4 5 6 T1 III 9 Y 1 1:5x3 l 1.541 3x3 - 2.5x3 - 2.5x3 - �� 0-" 0--0 2-9-0 0-6-0 2-1-8 5-1-8 2-9-0 3.3-0 54E 10-6-0 aging General (A Summary Deflection 1j (loc) Allowed imE (0) 138gCodc: FK2D17/ TC: 0.45(4-5) VaM. On L/999 1.1240 Ta1L: 40 TKI-20I4 BC: 0.15(7411 VALL. On LIM Lr" IO A�Mbrl—. � Wb: 0.13(54) Hxz(M On 7 0 T20L: 100•h C,.pF mr,K-2D BCOL: 5 1 (2nrXWUek (141Z1890) (1181 fiA) (3412.1-R9o) (4¢I2,14E%) (SDAI-SA) (SIKI-aR) 19B17,1$90) (100.12,14190) (11:14LWA) V ction Summary n l Type &¢Canho ftVAM MaIM IWEkItRidh M.P— MaxGavLW M.WdLW M.W M-%k 7' Had(MI) I 8h Cbv Mamy 3DOh 261 hs - - - Ohs 8 MM(Mi I 32h Ca M—y UI.,— 39ahs - - - Obs 9 HPd(Phq 1 81h CnmmMaaxry Udm. 44bs - - - 0b� 10 Hw(%q 1 82h Ga M—q U*mmn 309bs - - Ohs 11 Pn(,MP 1 82h Co Mammy ulb n 10ahs - - - Obs [In, HM(Mh I 82h Cm Mmn w.— 36hs - - - Obs Material Sunnnary Bracing Summary TC SP(AL9C42013)422x4(FW TCBnsdg 9sm4e1 BC SP(9S05-2013)M22x4T" BCBmft 9mba1a8visat100QHv(ndapsby0h- WbB SP(XS0670I2)N32x401at) I 4 ads Summary 1)M iraansstagra¢IoadFighamadan¢ssltlBCTabk1607.1 hasmsbaiappbl Member Forces Summary Tabthde�MmbclL�maxL4,maxaxelfdo(maxmn¢frneTddfeertfommazm8ilfo¢j TC 1-2 01438 Obs 3d 0315 34bs 5-6 0.450 Obs 11 2-3 0446 34hs 4-5 O454 34h BC 7-8 0154 2911s 9.10 O,037 -34bs R9 0022 34hs 10-11 0042 -341s V2iy 1-II 00i5 412ha 3-9 Q011 -36bs 5-7 0.114 -322 bs 2-11 37(s 4-3ODT! -235is 6-7 Q034 -103 hs ' 2-10 Q039 -2341s 5-8 0.I28 -3601N, MW lg 1 i)T1 de�bbw2CRwe E7- Fd,-o vWdp lmdeamibiddhf 2) CRatdFkaQtarehew8alandhd¢o�alMla'as8rbiseladp4sln>�SmmppiwaafdClmnduendadiad,mmpuWasffiILL+(ifa_1)xAfl TX.na®rdan¢ssitNSi/fP11. 3)U), d�assirIidbylieBuddl*dOsa',v�dCaeY IOJT. c_ �C.. 4)lrymnrolfamr.C9�ID0,hesbmiapp6xiohpbe6oalt�n¢d��nLaazspdidbyheTnscMa�nucpcAT�H/1P11-7D02Snrim242 \ � � PE 76051 i _ � r• 1 i` ""ST i o . ORID Wf1C$lmpyd'dt'edsg�9alheaani3edo/xe-amnmmanx.Tledvigiofl�'sidx'drslneeeb lm�'maisua�dmptimaSaggFxlbyAeTn�Ma .ucatdnla;upmtie�mvag•andminpl uflehfmmnm tforltbyhH�iig BrianUBleakly i)gy�r mbcdauFig id�sao;nri¢ofPmf�olmgre*i8n'�tll'fahemsmn�aianda@tgoortSclemwr{egrrtdisc'lmponnitd'mmum,gCmc111iK'rygefaadd'mnalidmm6nAlmv m^ibltsMlbe s—&-p7"I mvmfeoadbySmprn9sx�g-Tfmipsr�Trchamxda�xAE3t-2762.AImumrpheate20ppagGsmL�le1'cip4esve'sfoM1suel(ya'-18'whih idaaan lSgpug:phSar'SllS;whAtidmicahsbnipt l8ppugeptse 2590I11:ruHeh RHro;fl34951 iti Southern Truss Companies, Inc. Truss: HVIO I � SOUTHERN 2590 N. kin 'H�waY Projectdme: 2195 Tru�,Dmgller: dhc � TRUSS Fort Pierce, F134951 Date: 6114018 257:55PM Truss COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax PaW= 1 of 1 vbSi= 2017.71(Bwld2J MaterialDatabasewrsicm 1565 Span Pitch Qty OHL OHR CANCL CANIR PILES SRwing WCiT/PLY MH 5/12 1 040 0" 00() 00-0 1 24 in 32 ft L 10.0-0 5-4-8 4-7-8 5-4.8 10-" 4x4 - 1.Sx31 2 3 4 12 N N 5�U Li 2X6 iLi 1 5 1.5x3 l 0-" p00 10-0-0 10-M Lti cling' General CST Summary Deflection LJ (loc) Allowed F®d (pi) BligCode: FBC20171 TC: 061(34) \bICR: On L/999 L/180 T 20 TP11-2014 BC: a4O(61) \h0Z ULP L/999 L/240 TQL,. 7 RepMhrh : V� �: 076(4.5) H=at. On 5 BQ. 0 ➢OL: 125% 0-glFamr,R'am20 10 •FUe00�(E¢JCtiAnek i (1:14153522) (2403 a) (4:1-123-M) (5:1.123-g90.) Reaction Summary 7f �I TM, &¢Combo BM)Mdh M bb1 M.Rma AeRm M-G-1w M. MIW M.1w M.lt& 1 1 cbui 1 120n CanmMaaM 372h 76p1F - -173bs -173bs 163 bs Ma erial Summary Bracing Summmy TC SP(ALSC62012)M214 TCBmdg 9imhala%fma163-0,A fnda4pbyCh-s BC SP(ALSCS-2012)dd3M BCBadg 9.hdwPabaat6341,Re d.yy byGlm !n W SP(AL9052012)632x4 Loads Summary 1)The hasb-nd yndfatodf�doenlOp.ibo4ndatdi badpksdmdla� 2)Th'si�)shubmid�Mfatedf�ofu:d l�ndsnaDotal¢xi,p9CE7-IOx�hefobuiguaeddmlipc 160mphukwSF�poatreC,FvyPndgd,CabkFTpBu3LgCaQayH(1=IA10),QaalBtlg fXic36�hC401�h�22$NotEd 7urTn�Tlbradu�maia dDG[rIN1.GC7veWdh3bft MemberIForces Summary Tab@idm�MmdcR�ma (3,maxa�lfao (mar�edrr axaaa,f� TC 1.2 0.455 11 ba -64ba 23 -2349 btas)1 34 ObI4 Zs (•24a) 16 B1 6 4006 61 hs \1Ba 1 13-6 0.120 378bs (-257b-) 4-5 0264 135Fa (409bs) Notm I)ThA� bba�oiASCE 7-10.,dammiby h-2017Fbida H3ingCod-- 2)\bioandH=CR=I—imlad 3)Cnb4q.iam.&-vabomm krkoMldlkionsdebk-ba(iplat--Pampa-fdfbd-daebdmdwd,—adaaDllFL+(K--1)and!Mba—d—;hAM/M 1. dudbmdg 4)lUn.1-b.daly dfbri.* Wlath&Rrtradgnyu:enmsfaaaof-pb—Wbd ft fd 0tcfnsumm➢o=nMaMtrB(S433. 5)Thsp 6)Agidfrymmolfaar,Cq=100,hnb4napp6dbdrybebealnvabsusp®fidlryixTmvManilzo7unpcAT9RA b—olfndsgfvbfaalr(-a W keaAaln�y, I-20025aion2A1 7,Awi�adquaedaingebpe�eapmdig 8)L!. wiA M. pffb d ahasd.MWFRS0 *b dg \ __ CEAIq PE 76051 _ ' r 1 III l t"`ST J OR I /ll lll� TJJIICE ofhedsyl9ndlrfiunS+dbMrau�imvrntr.TMds�.nofhuid'r+6.alms'-laafoihi�c'vaanlre(„imvrtspp(dbjdKTnn'SMa,v(avcand 5s i@on heamrnq aidmmpktasothenfmmimstfdfibyheBwUig Brian MBleakly De��A�lonh'sdrauig::dmeya,>4�anxofpufaaelmgimiginynefiSymHyfwhen.smmpomadaj7i�wv�Se1>:mvc{nngcW trc'7m(-.v�¢InfamafimdGrae113M Fn�faaddrinnlnfmmunAlmvmrpho�tnlhe ��1 mami5nupibyS.npmgmg-TCm�lrcnam>,danauBiESR-2762.AImvnapb�aa31gaugGwl�dx�psfislpbesvei;fidluelbya �13"abifi idiacsan 18pvugzphCa9i 13.whA idot;alighnein 18p�cpbb 2590NMsHehRR>gFl3>•95{ Southern Truss Companies, Ine. Tmss: HV6 SOUTHERN 2590 N. lan Hi NNa � � y Pr4cctr-lanx: TnwDczigoer: 2195 d1c 'TM 7RU SS Fat Pierce, Fl 34951 Lutz: 6/14/3018 2_57:56 PM Tn� CO11i1lsM iES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of 1 20177.1 [BtnM2] Ixril Datal7ase Nrf9ac 1565 Span Pitch Qry OHL OHR CANU CANER PUSS Spacing WGriPLY 600 5112 1 am 04H 000 000 1 24 in 19Ilx 6-" 54-8 _ 0-7-8 _ 5-" 6-0 . 44 - 1.5x3 1 F. 0-0-0 6-0-0 6-0-0 General CSI Sunnnary Deflection L/ (loc) Allowed (PA I B08Codc FBC20171 I TC: 064(2-3) I %htCR Oa L/999 L/190 20 TPi 1.2014 BC: 441(4.1) VMLL: O l r L1999 L240 7 RpMbdh . Nis RBI: 0.78(34) H=OLI oil 0 Doi: lux CapFm,V-20 4 Hm(mlq 1 I Pfa(�n 1 terial Summary TC I 8P(AMC6w20I2)ON4 BC SP(ALSOS-20 a, SP(AL!M-) 032,4 NtbM2x4 72b Cam w—y 13dooab 178bs -95N -95ft 01. 72b Ca Masony Ukooan 266bs - -93M -93 fn 190bs r Forces Summary 1-2 OS12 -96fn 4.1 0.406 4.41n 3.4 0775 wi; Bracing Summary Tmaft S-MarAvinm6.3-AP bdWby0hm BCBedig 91m .Ruisat&30,AriadspbyOhm 4adb.& IOvAllefobu:Bmddnd:pe 160^ryhuEieRERo;*eC,FVYB+drdCebkffP,Aaa^S��Y00=1f�8 60,CCZ—Wdh360 Tabbbd�MenbcTRma CS,m a,Wfom;(maxempr.fo=irare ftm�=hlfo¢j 4 1.5x3 l 2)Mn, andH= R=i: rnaiandhomoahlddhiondxb Febadpinbeowal T orwofddidndaeod�adba4mmp WuUf LL+OK.-I)xW DL'naavdan-AANMM 1. 3) FrymnnalfamyCq�IDD,hashmlapp6dblttphehealal¢dagnvalxaas'�dbyheTnnsMamdamcpcAT9lITI I-L702:mmn242 \\``�11 4) adraiagebpeeupoidm A vidupNbv, .baadwMwFRSOayWft ��\i \GENS�.�!ii PE 76051 1 3--I xmeB ofb'sde hal6efinndadoMrseonamaax.ThedopnofbuhdN�aln�ubadmdsLmotraadarylaressppWglxTnwMamfaaozandldsupaaheasoagadanplrn�arixrdomaumatfohyleeudthg Brian M.Bleald Dt�nc' �Im aucmau;ffi:db,eampanxorprorawaal,rEom;>s�ac�x�,,,:,�yra<kl,ffimmpoa,ud�n�,w.nsYi,zm�lagmadna�mpomNrr�rom�aeman�a�IwR^pa�raram�amr rd,aa6x�nfax,aanrpb��,afx s,nEng.;n6m1 Y nanda�bySmpmSmg•TcCmgem;IrcnaaudananWIF42-2762.AIma�rph6a�e��agSunL•scia�xti'dphlove'sfo9wdbya=l8'vFidl niaesan lSEeu�phe;urStllS',uhClid;aasahghmion l8galgepbe ,��.,,,1.-,,,,x,,,,,R-,.�,ua:l, +� Southern Truss Companies, Inc. Tn1ss: HV8 '' SOUTHERN 2590 N. Icings Highway PedMarne: 2 195 Desiq= dbc wu ss Fart Pierce, F134951 Date: 6/142018 257:56 PM (_ a11p011e4a $41)0i ab- TrM CGMPANIES. (800) 232-0509 (772) 464-4160 (772) 318-0016.Fax Page: 1 °fl VAsim 2017.7.1 [Build 21 Ma ''W Databm wr,.m- 150 Span P&h Q(y OH. OBR CANE L CANp R PUES Sp o g WGr/PLY 800 5 /12 1 040 0-M 0-0-0 00A 1 24 in 26I s - 5-" _ 2-7-8 , 5-4-8 8-0-0 4x5 % 1.541 3 4 12 a N 5�Li � H- 2x4/ U I 5 1.5x3 j "_0 0-0-0 8-(FO f3-0.0 ading ' General CSI summary Deflection L/ (loc) Allowed (W) Iftcode: rBC20171 TC: 043(2-3) NblQt Ob L19" LA30 T 20 3PI 1-2014 BC: 025(&1) AMLL. On LIM LFM Tc L: 7 RgMb T— 3fr Va: 062(4-5) H-Cit On 5 BaJL: 0 IML.: 125% GapFa .V-20 BaLl 10 Pb sa(1 ): (1:14.1534n) (3043-M) 4:1-123-M) YI-I etion Summary Jf I� T. HmCmdo BMVA±h Maebl RgdBmWfi M.R d M.C—I tO M-MMIW Ma LW Maxtbrk 5 'I, Hwm( I 96u C—ftms" lad— 141 hs - -87ba -87tr obs 6 HRol(MI) I 96n Ou M—" ui.— 266& - -177bs -1777. Obs 1 ph(M) 1 96u Gu Ma..y I3d-- 187M - -75 bs -75 bs 312 bs erial Summary Bracing Summary TC SP(AL9C6-2012)#32x4 TCBrang 9.M.Rriaat6-3QAaindapby0h- BC 9'(AL90S]712)#320 BC&adg 9mtdvAxi¢atG30,Ax5ndrs�byCfxn: Va. 9'(ALSC6-30121032.4 1,0l A Summary I) hasbanda{adfo,#-Tf ZAM 100bof-dxxdfi k dpbsdadb.& 2)Th'sIOvA t fob�it—d:rndipt 160mphuEmapE�mxeC,Fu/yFidml,CnblaFTQ,&�MiigC3egoryR(f-IDO).QaalBidg Mm36ftx4OfSh-22ftFMZ eTnmMfieadwbmred DL=160,OCZm Wdh36R Member Forces Summary TabkidmsMa ball)maxC9,maxaxelraq(rtbxmrtptua idffem[fiommaxaxelraa) TC 1-2 0471 -1496a 1 2-3 0634 94Ia (-& 3-4 0.482 66bs (-25 hi BC-1-6-661s 61 0253 122Ix E6hs1 Vib. 26 FIN. 594bs (-1&5bs) 4-5 0615 230hs (-107hs) 1�(IfG. S gTi�,d.�,,'sbaMo,ASCE7-10asrdeaxdbyh 207Rxida&afngC�& 2) zCRan:hnavlardhrziureldihtnsdrrohrWdphshpmp—wfdilmmdmbdmdbA—p W.D:f1L+(Ra-1).ADLhmd—;ftAXS"1. 3) 1-20725®n242mH 4) xdr4ingwp.—IuM 5)L'�wndapfttmmxstnafaaMWFRSQ�Imd:g \\\\ PE 76051 t` II �a\ke; 3 ,4OR1D . %NAL hZ1IT IIcgvj .+¢gyofhi;d®pnshalbefianiiudbhaainanmmr.Tha ofheid'nitualnesulaadands attisandrap:mra�svpp[dbgieTnnsMa,ufaunsandnfaspcnieamxaganlaxnpla�aofdrehfuiraumyeRrfibyhBudi:g sslmiwdavirg".diaaam7nm�fpnsf�ornlegrwigr�ort7:Sys:kfyfahuwsmrgnnaads',ptTwnSxhemur�gcvdh'7mpaswlM'ama6:nS.Gs�ihbe"7ageforaddmulbfmmdoaAl�amx phu�halbz ]Brian MB)eakly rmmiGaxdbySmpm9n�Te('ingnnX7rciramxdannirER 2762.Almumxphaarc�pugrrmisi�ssifdpbtve'afo5nudbya=19"whirid�iaan IflgrgephSor'5418;utidri�rsah�he in ISpugepbe S—En476051 )590NIGro}FehRPFra; R3M5 ;..•. SolukasTu T m Southern Truss Companies, Inc. SOUTHEB(Il 2590 N. kind ITi away TRUSS Fort Pierce, F134951 cGMPA1111E5 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Truss: J2 hmDesig>er dh Date: 6/142018 257:57PM Pam: ION Waim 2017.7.1 Pull2] Material Dattase 3elaoa 150 Span Pitch Q(y OHL OHR CANCL CANPR PLIES Spacing WGDPLY 240 5 /12 16 04H &M 134 000 1 24 in 7 N 12 51 lg U41 3 l246 1 TT 5 4 C.16 CJ4 C;136 CJe CJ6 C:I4 Loading General Poid (pif) B69Cadc FBCM171 Tcli.: 20 TP11-M14 7 RglMbr"—: )is 0 nOL: 125 % 10 PheOT-OMXYAt ): (13-142-30) (200.3-I39 ction Summary JP Rue BtRCwbo B.RWJh Maeal 5 ;1Pn(rm) I 4, (r—) I ISn Isn - 3 ��iiRdcr—) 1 Malterial Summary TC SP(A1-9C67013)K23a BC �(AL9CX2013)A2N4 vas'„ 5P(AI506-2012)t132s4 0-0-0 0-" 1-4-0 CSI Sumary Deflection lJ (loc) Allowed TC: 010(2.3) Aht(R Obir L/999 (4-5) LAID BC: 012(5.1) NbLU On1F L/999 (4-5) L240 Rffi: 007(2-5) CS JOH I- ODI n X/999 (I -I) 2L/170 (r4haiu-• On 2L7999 (I -I) 2L/120 300n 226ft - -72 bs 3DOit 84b -44bs -43 to 3AOn 33hs -30hs -27hs Bracing Summary TCBr,&g Stmbdt P fi m63AAafndms pby0t— BcBmft 9,mftdv%S—1 IOOAPLe d nby0h- I 2)Th IYms' 3)M"'--geaeebftb- M TC mtwb-ivgldI60mphubmkEvanr_RtF-baACnbbgp.BAIigC-m-yR()=IM0 0- lBtlg fsa4733%h=)51(TiaFidZm Tn�Nihcad,d6-i adDOL-I60,OCZm Wdh4fr d.—,�tBCTabkl607.1h.-b-appTd tuber Forces Summary 7AbkFdmssManbalLjmax(�,maxaahlfpq(naxmmprfa¢Q'ddF cfiommaxaahlfo� 11-2 0.004 .76h 2-3 0102 -25 bs BC P 45 0.103 Obs 5-I 0119 931a 49bs1 3Alb5 12-5 -1 223 hs (.125hs) TYI -truss Connections Summary Canid'r— Canvn¢Tt CaminRCfrw Aph 32 FrA 1-" 90d2ii '�jfTS 2 FrAA 19-6a 90d t J2 CB 2-11-0 45d% !i1T3 TO r C33 2-11-0 3t5ft irpg 2 C14 2- .0 315dtg j79 L 2-I1-0 45dg 1 r 6 2-Iw as4 1dg C13 Ij}I�Z9 n CB6 2.11-0 315dtg TT30 12 C16 2-11-0 45dg L 06 2.11-0 ,315ft 1)71� 2)W�CRatdti>,z(A din's�vdpN5CE7-IOasnfimnbb9/c377FUida BuafngCide archweilatdhorvonldiluandroFehadpisieampampunnofddtmytduebdmdtad,mmpudazlbl LL+(Rn-I)<Ddl Mbn wd—ifiAT9)IB 1. ' 31 fryconrolfam,Cq�l.l3.hvhmapp4dobephnhealnsmnsdegnwl�as+dbydnTn,gMamEeaacpsMHlfP11-7002S bn2A2 4)T+anNcmrv�at ixforgapnol'nuprmfimmy AFutgsrtrodrsunealmm®usdnlbepotociaienaamainands�ftdpannheRa¢m9minuy. a46s a -30is ON �i PE 76051 1 1 o S`ORID� R ONAi IgpsgephGsxS713,whdt id'ia�ah�hewn Iggsug<Phe Brian MBleakly t S ,MEa-*76`l51 ` Southern Truss Companies, Inc. SOUTHERN 2590 N. fangs Highway � � TIRISS Fort Pier(x,F134951 wonentThm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax iac 2017.7.1 [Slid 2j I Datalase versim 1565 Span Pitch Qty OHL OBR CANTL CANtR 360 5 /12 9 000 000 140 000 s-s-a 3�s-o I 2) 12 1.5x3l 3 1.5x3 1 FGA PLIES 1 04)-0 0-0-0 1� 0 2-2-0 14-0 3-" Lo ding ' General CSI Summary Deflection U (loc) Allowed (pd) Bk%C.d'- MOW/ TC: 024(1-2) 1MQh OAF L/999 (34) L/180 20 TPI 1-2014 BC: 1 032(41) vAtL• OhLP L/M (34) L/240 TCTI: 7 Ppk*,T—: NW: OAS(b3) C.WCKR- oxh 2L/939 (I -I) 2L/120 BCI� 0 OOL: 125% CamIOHII- OAIh 7L/999 (I -I) 2L/120 BQI!: 10 %U C& On 'PheUr�(L¢)(YMzL• (13-142-3A) (2:1-12A-a903 W-123890.) Panel hon Summary Jr I1 Tym Bm.Combo BmW&h Maehl BodBuwN M- ma Mara Jpm M.VWtlw MaxUofdt 4 1 8h Coas�xMavay 300n 206hs - 3ihs .YJin ,Fn(lAhq 3 HRdcr—) 1 13h - 3001 60bs - -65bs -65 hs Ma erial Summary Bracing Summary TC II SP(ALSCS-''.013)/22x4 TCaaaw 9xanda RAx 6.3{l%f degaby0hax BC SP(M9052013)N22x4 BCBruiU 9.MmPufta1104AP f depby0t— Wbp SP(M336-2012)N32a4 Truss: J36 Projec(I�hme: 2195 TrtwD=*)er: dhe Date: N14018 2-5758PM Page: 1 crl Swing WGr/PLY 24m 12N Loaf Summary gTh's °n atsubandcs®,drarandP�doeb Iopeihxxndxn16m1udpisdodkad, 2)Th's hashm�dgadrora�eeAasoraidllndsFsmrda�JJ�S,E7-l0ai,aerolrvig>�df dipt 160mphutinatF�.er;F*Erd.,CabbFTpBuiiigOrMr[Q-IAO),O—]Bidg d..3�fix4Okh-22f;ME,dZ.Tnm,M*vadud, maddaaiUL=I j5O,OCZ—Wdh 3b R 3)Mri 1607.1 h ii somgoarta&gnaasxdanmJ,IBCTabk asmib-.Mrd Mehiber Forces Summary T6bti::d: MmbelQmuC9,n axhtr«p;(mw=npr.rora rf&Faeasoram .xwfmj TC 11 11-2 0242 -70bs BC 11 13.4 0.164 Obs 41 0321 169ls (-21 hs) 11tla III 2-3 obso 1576s (ON) ss Tru-to-truss Connections Summary ID� CvridT— CanviRTTh CamaceOtra A,Vk TM 336 FGk 34413 90dg r r J36 fi'i4 7-413 90dq TE. J36 PGA 9-5-3 908g \\\\` • B` ///�� Try 236 Mk 11-5-3 90dg \\ \ '�— 136 FrA 13.5-3 904 \ . CEN l B6 FrA ISS3 90dg �` ��\� L16 in" 17.5-3 %ft ;),Tl; PE76051 ebn*dmA'C1:7-1() srd'owdtyhc317Foib&atiigCo& and}hz CRaRa¢wealvdhpap�alAShracAebiveYadplesaxmgrmnpmitof,NAmnduebdmdt�d,mnpWazQl1 ILi();a- I)x�l CChaom4a�muh.VSl/fPl I. 3)Miaf.—KAMIM 1-zX129aa,14, l 1 7F 4)roes-�nenm.,aff„i;rargraRhialney�nuno,y ntwgs,rd,ay,.»alcorvmi),.4nit¢pirnii,doesanaa.�aq,andup5'cawnnarxe,aia,9mmoy. /T -�r<.wpsdupHiromveta IoaMwFx9n,yLvd g. � � ��^ / OR1D G;27-, S/O EN \N 74GrtCBprh dan3u16elani}afofxuati),mNalx.7hdnofaw:dni�lnm Fa3dmdamaimadgvarem Qp4dWhTnmMamdaLaaM�gmlraacxymdaxnpkasofMnfomemsxrxh(ryte�iLg Brian M.Bleakly Q ao,PcAa�mh'sdnw:g:,isacau�Cun.,r(.ormivolmgn�aiigrcnav�is5ysliyrorarns�anpmndsgnAwnssacmN.p ecu,din"Impr:wlnromomn&cuaalwer�grroraadu.urnromwrtsaAlan.atr pbe;dolhe S—FE ;r76051 J` nun,faoxed�tysnpansmg-recasgnin;In:naovrdaaarnih e4b2767..vmmwanpheare2oepug4wLeavpvrdpbes'vzcronAaMo-Aa' ls^uniis:d'iaan IsgeugepnGorSp Is•.wh'd, nd'c,ea nghveon Ispugeplae 25901�r—Iieh.A7ax Fl3a9i I L:culpoD�rtsa4mon9 Thss Verim 2017.7.1 [BuBd21 �' I7afalasc�e7slrr 1: Sga72 4UH SOUTHERN M(Iss (COMPANIES 3 1 Pitch Q(Y 5 /12 17 Loading ' General Laad (pd) EH&Cade: FW2017/ tcm: 20 TPI I-2014 TCCL: 7 P pmbrrn a BCLL: 0 DOL. 123% BCLL: 10 TheCffWh*%7'YM¢): (I3-142.3D3 a003-I39 Reaction Summary Truss: J4 Southern Truss Companies, Inc. PrgectNaw: 2195 Tm,2590 N- kings Highway Date: � 4 T : rrl4anls s:5sPM Fat pierce, F134951 pap - 1 of 2 (800) 232-0509 (772) 464-4160 (772) 318 0016 Fax S wGT/PLY n OHL 0M CANTL CANER PM 12h 0010 000 1-3-4 040 4-" t�-0 2A-0 140 �0 12 3 51F— 1x4 j 2x6 - 1 4 UW I FGAZIG G CJ6 CJB tx4iCia 60-0 0-" 14-0 2-M t3S1 Summary Deflection L/ (loc) Allowed TC: 0.13(2-3) VnCR- 0h L999 (4-5) L/190 BC: ODS(4-5) vau- "Up L999 (4-5) Ln4O Imb: 0.10(2-5) C.IUCHT14 OOlb MM9 (1-1) 2L/120 (1m/CHLL• On 2L99 (1-I) 2L/12D H—M On 3 ' 3 990J 5 Pn(fnas) I ISn - 3DOh 227b, - -71 bs -71bs 4 HRol(Tm$) I ISn - 3DOu 41 be 3 MU(fnm) 1 ISn - 3110n 651s - r 67bs 477as Material Summary Bracing Summary TC SNAL9CY3013)12a4 TCBraft 9imMlarRA w6-341P fndmrVby0hn BC SP(AL906-2013)t22i4 BMft Sh.M mPwfiaa1104K%Wmgnby0hn VAbs SP(AL906-2012)#32a4 Loads Summary 1)Thb—-b.&k dforlydfemd¢b IOObAmdn drh.bsdpladndbn& 2)Th'srughazhandsi�iedfalydf�dwid�haanrthsmJ�.4�7-IOwfilefob�v�guxddrdiQa ILOmphWirekE�mRC',fidSFid�adCabHfilili�iTigCl�aYR(I�IDO),Qaa1BHg LFm40 fts4733 tjh� IS t(TEtEdzmcrmgNracmAwdsazeded.DRr 160.CIC7mWdh4ft 3)Mhinm�mragnmc�na®danmwhR3CTabk1607.1 hunpbanappf¢! Member Forces Summary Tabknd a MenhcB�max(S maxaxhlfaq(manm ryr fo¢Edffae¢fivnmaxaaelfo ¢) IC -1-2 112 -1s 2 -3 0.132 !/ bs / BC 45 0031 Obs 0 171, -32bs) r Wft 2.5 0.102 321 hs (-161bs) Tt iss-to-truss Connections Summary ID CartiAT— C • Try Camn¢Off= Arm: TT26 34 FGk 340 90dg r M6 31 IrA 540 90dg TI26 14 FGk 7.0-0 90dg TT26 34 FrA 940 90dg r T726 34 FGA I [- 8 90dg Tr6 34 FGA 13d8 90dg / TP.6 34 FriA 15dS 90dg TT26 34 FGA 17-" • 774 34 CJS .. 54415 .90dg 45ft TT4 P cis 58.15 315dg M 34 82G 4412 90dg 777 34 M0 TT7 A WG 64-12 3-0.12 90dg , 90dg TT7 34 FC.(i 1&0-12 90.dg TT7 34 B3G 114) 90dg TT7 _ H MG 12-74 90dg TT7 3! 8'1'i 14-74 90dg M A B•1G . 16-74 90dg Tr7 34 B2G 19.7-4 90dg T731 34 C16 58-15 45dg 7731 34 C16 58.15 315dq 0m Olm Southern Truss Companies, Inc. Tom= J6 I 2590N.kin lI wa SOUTHERN Y e: 2)9s Thies Desiper m,c Trus9 F1.34951 1Ate: 0142018 25759PM nedScll>>;cmTMFcrtPierce, COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pw: 1of1 Tnm 2017.11 [Build2] ;-Databi,;cvm-,4= Ma 1565 illSpan Pitch Qty OHL OHR CANU CAN' R PAPS SpaciD9 WGrIPLY 640 5n2 7 04D-0 a" 1-00 a" 1 24in 18Ra 2) 41-0 s4-M 5 1x5 CJ8 E2G 0-M 0 0.0 14-0 f I 441-0 I i-4-a &--0 ' loading General CSI Summary Deflection 1✓ (loc) Allowed Load Ud) BitCnde: FBC2017/ TC: Q46(2-3) VMCR ON 1./999 (4-5) L/19D TCL.L: 20 TH I.2D14 BC: 032(S4) VA L 001 n LIM (4-5) L240 TCOL: 7 RlpMbrtra Ys %V1b: 0.16(L5) C.00HTT- O05b 2LM (1-I) 7L/120 B(I2.: 0 130L: 125% Cam/651L 002i,Lv 2L/999 (1-1) IL/170 DCOL 10 Fh.OL 002b 3 Phe(0's 01.3CLI-)c (13442-3A) (200MAL) (5:1-0349a) Reaction Summary 5 Ph(%]) I Sh Cn Masmry 300h 2926a - -91h Al hs 4 MU(r—) 1 ISn - 300n 82bs - - - 3 HRW(rn ) 1 15b - 300:, 126bs - -116 ha -116hs Material Summary Bracing Summary TC SP(AL906-2013)QN4 TC&adg ShmhalarF4Fsas63-0,Aai,dagiby0hes BC SP(AI.972713)ff2214 13C&a6w Sh®fdo F.Ssa110*Aftenddpby0t— Pis S(AUCS-2012)020 l Loads Summary j, 1)Th'sns h bmid-i_vWfat CdFsdixblOpdbcftndordf.WdpYsdmdbads �I 2)TM-1—b,mdc(HWfaf—ftofaidind; fti,t.W.,ig—ddm1iiM 160mphukravE�wanC,fiyFi Cabbf1µ.B. igC.goyIf J-IDD�O—IBHg ii iSm4011.4733 Rh-15ftMErdZ—T—,N& edabmmd.ciD0L• IM,CCZm Wdh4ft 3)M'niman gmfeba&gie mrdwmmxihIBCTabf:1607.1 hasmcb=appRd - Member Forces Summary ®bki dcrMen6sigmax(3,masaxelfam (maxmn�.fom Ed3feeafommazaxelfaa) TC i 1-2 0.191 .283 bs 2-3 0.45R BC 4-5 0234 Obs 5•I 035, 223 bs -a36s1 WAX 2-5 QI36 4911a (-2716s) Truss -to -truss Connections Summary 11) Ca,*idTnas Cb-YiMT— Cvrvh^Olfsd Arab TT5 J6 CJ9 3414 45drg TTS AC19 && 4 315dg TT23 36 M 6(.12 270d,g NdeS I)W.,Le n'sba.wASCE7-I0as,damadbyt.M7F.ihBudiigCode 2)VnCRarid)fo7CRarete imiandhDriz a16AO=debbebadplah=Wwmp,waofddinmdmdmdbad,e pudmUdl IL+(RQ-I)eAfl Lf.i,a=,d..vii,A?,q/I7'II. 3)Mm6y—r lfam;Cq=1.13,ha,b-.ppWmi,*beheahvanrdeT'naabe.W.ifidbyt.T—Mam,fadn K,q4 RH1-2002S ' m2AZ 4)Tnauoausmru.ais, ifv�aphml'wryeaionmy Alwgcard,aa,walemn,>am9A➢b ywiddb,®homa nmbnaMupfe�dwnn IxR�oion9umiay. s)Ladw:.f,�b(n:�:ml�wmMwFlc9o,y Obs 4vCEIVS�.�!� PE 76051 . f• i _ a j3-I ,ORID ///��YONAL�E \\\\ hvncE �pyo hia�„d.ubc6,n >ddohtnari„oama . npdnonb„6 melArx�baadand�iam �ai� mupdbyerruaaaraa oamn fi.,+<,naaa admopinrheidmrev grahbyfrB n;g BrianM Bleakly O Rs�rAsmlmnidaa:g:rie�aaa�acorpmr©tiAh„ea,�;,o�z�aa�,ur.q,eyro<fr.,d;a�.a�,�,.s,�frmw�(aa�adfK�mpom.In6,,,man�c�,a�lrt>�-pg<ro�aad',�,ar ronr�6nAlos.+�rpbasAlb� gaaEae.arunl nA,mfaondbySmpm9ag-TiCongmq{Irci,am>tdan¢xi,F�b2762.Alazv�rpb�me3)pug{,n,bsi,ey+�c1'dpbes'veafolouaiFya=1g-wh'.f, idlae:an lSpru�bea�l3;uhd,iSoea h'Rl,aaaon l9gauoT,he �b1Nl.aK..1. ALL:r AlfOil Southern Russ Companies, Inc Tmss: Js I - 1' SOUTHEAM 2590]V ki1$ n&S � way Project rae: TtusDesfgxr 2195 dbc O TRUSS Fort Pierce, F134951 Date: &142018 2M.00PM C�npa3entsdl,b«sT^4 compA1il11ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 Gi2 r �Erncx1 2017.7.1 [B1nld2] Matelial Database versa¢ 1565 span Pilch Q(y OHL OHR CANTL CANrR PLIES Spacing WGT/PI.Y W • 5/12 20 080 00-0 I-M 00-0 1 24in 2416s it I 8-0-0 7a-0 5-B-0 7�400 ao-0 z 5 ASG 1x51 A7G 0-0-0 0-M li 1-d-0 1 fi-8-0 - 1 S-M Loa General CSI Su�ary Deflection I✓ (loc) Allowed t-d (psQ. Bt{gC.ode: FBC2DI71 TC: OM(2-3) VnCR 0.18n L/403 (4-5) L/180 WILL:20 TH1-2014 BC: 055(5.1) VnLL. 025h LIM (4-5) LRAO TCCL: 7 RTMbrlm Y.PFb: 021(2-5) (SNOH7L• 0.16i11P 22-/153 (I -I) 2L/120 BCLL: �l! 0 ❑M: 125% Q.00H32_ 006n1P 2L/375 (1-I) 2L/I20 5 FF(lIAq I I 9n C*M.MM 4 HRd(Tma I IuS:1 - 300h 300'n 363bs - 4146s -114M 121 hs - - - trues Obi 3 Hmcrnes I IS31 - 1 300n 183 bs - -1621s -162hs Ohs Material', Summary Bracing Summary TC SP({Il.'C6.2013)I22<4 13C 9P(4%-9CG2A13)A22s4 TCBreng S-AW-ft—t6.30%indd@ibyGlhas BCBadg 9mfalarAafiaaz1040,Aai,drs�by0has Vba Sl?(A[9C 20I2)iOhb Loads S Ilar1 n1' 'ry nrs; 1)Thbhasbanla4�.nforhdlaE e10 Ob.d�odFxtadpindmdb.& 2)Th'sru$hazhxi�ntfirhdfaao(w:dln&uamxdan¢ofiA9�7-IOulhhfobu:g�hfmlip¢ I/OmphWimkE.puioeSFWj&dsd,(bbLiip,l3uh1igGtgayn(I-100),QealBtlg. U-40ftx4733ftp��' 15fLWFMZ—T mNaw du6mra*eiD3U-ILO,OCZm With4R 3)Mi,'—Lag®6ba ft'na®,dsn=uhTBCTabh1607.1 hasmbmiappiel nl Member 6rces Summary Tabh3d QMenbeQmmCSI,max=h1foq(ncua p.f=fdfFavtfmm� .idfr4 TC I-'_ ,1 0319 .372bs 2-3 0315 -134bs BC 4-5 Ill am Ohs s-1 0547 263bs - � 2-511l 0211 664bs (-10M) Tli1ss to- Itruss Connections Summary H) ��I C,miTra® Tnaa C4Tat T72 39 A55 �Il 14-0.12 90d i _i�� TT2 33 A50 T72 2 A50 16612 17-114 9DdT- 90d9 N TTt 39 A50 Till 1411a 21-IIJ 90dg / P- i4 ASO 904 \ Trz is is M S-00.12 277a� PE 760551 l T7Is II is A7G Tr15 ii 19 A73 10412 12412 - 270ft 270d¢ ( 1 1 1 T715 39 A70 TFIS II 3.R A7G 'I 14412 16412 270d% 270drg ` T TI"Is J9 A70 TT 15 I� 13 A70 TT15 I' n A7G 18412 20412 22412 270deg 270d1s 270he r 5 � � — �\ _I O/(� TT I' JS A7G TTIS i is A7G 24412 26412 270dg 270ft �� % �3 �� \�ORID TTIS il. lr A7G 29412 270dg I hi)77CE Aa" dfsd—ejLA Ibefusid`duieaadmanrxtr.Thepq,dhi:isLvSalneai baxdmd,�na'vbaidndampbmo(tiff.-fi::nstfoi,b3'h@r31ig LncAsmlml,'sdtawi>8u�diaeaa.;�aimofpmlathula+gimig`eportd7ysiliyfartctiussax�nu¢deg�iwun�lcmwpageudl,e-Impaxvalnfunnan&Ganallba'f adL'nolufixrramnAlowrmrplsn4nlhe Brian Ni Bleakly �r y>nEr,g,n605i ma,adautmbySmpnn�mg.Tel'n,gwry;lrcuaap>fisat:uvtESR-2762.Nmm,strphaarc3lpy;,wLslePeil'ulph¢suesfo6tue16ya-i$"uh'd,odo�an l98sg,•pbkarShc9',uhdti�esalighean l9gwgepbe 2390M Fi—n 495I I Southern Truss Companies, Inc. Tom: J81 ': < ; • 2590 N. kn HJiway Project Name: 2195 dhe Sot1doRSTm SOUTHERN TRUSSFat Pierce, F134951 ThzssDes4=: Late: 6C14J20►8 258.fl1PM rm C'�2'O,1;7. COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Na ) o') 7.1 [Bmld 2] ltabase verbiat7: I W Pitch Qry OHL 011R CANTL CANER PIM Spacing WG17PIY 5 /12 1 ON 040 1-0-0 04M 1 24 nt 24Ihs g 1 a 6-0-8 0-78 , is o 7-" 6 a 46% 6 IX5 i A-7 0-0-0 0-0-0 1� 0 6-" 1 8-0-0 Loading General CS1 Summary Mection V (Ioc) Allowed Load (psl) BBgcadc FBC20171 TC: 084(2-3) VAM 018n L/406 (56) 1.1180 Ta3.: 20 TH1.2014 BC: 036(&1) VAU-1 O05n L1999 (5A Lr2Ao TCCL: 7 hpMbaf .. Vs LVb: 021 (b6) cut/Gr(L• 015btp 2L/155 (1-1) 2L/IlD Bat: 0 DOL: 125% C.4105u- oabrr 2Lr375 p-q 2(n2D Reaction Summary 3r T, BmCanbo BmW& MW.W BadBmV.Bb muR-d MsGa,'W50 M.%OLW Ma:WBt 6 %(N61) I 8n Cp Mnwy 300is 364bs - .1I1 bs .1216s 5 HBor(rnm) 1 ISn - 300b 1216s - 4 H8d(rnss) I ISn - 3DOn 1736s - .156M -1561. Material Summary Bracing Summary TC SP(AL9C62013)K22x4 TC&adsg 9.d d.Vaisat6.3APk.%dm�pby0has BC 92(AL90i2013)#22x4 BCBmdg 9imheiar%r—t1000ABarndepby0Nm Vlhs SP(ALS06-M 2)032a4 Loads Summary 1)Thsnrahasbmsds�drata:dfaxdseo I0p4b,b dsrnd WMdplsdodlnds 2)Th'sauahasbm,da�d(arbodrmsof idbndsnamda,m..7,A9CE7-IOssi,IscfohungsstrMnolipt 160ssq�huGnaSER��H�.W�rP.�^B��YIIQ�IDO�QealBkfg , Dim40dtz47331(h-15ftNiEndZa Tnn%Niradummnsh DCErIHI,CCZ=Wdh4R 3)Nf.--aagwfcW 'ngnam *—,itlBCTabk1607.1husabmsappred Member Forces Summary Tabkiem=MmbrlgmuCSI,ma:awolranr,(ma*mmprromrdf%=6vnnm,aselraaj TC 1-2 0347 .364hs 2.3 OM7 -110rs 34 0306 Obs BC 5� 0328 Om 6.1 0564 244bs -591s1 Wbs 2-6 0213 6711s (40Sbs) Truss -to -truss Connections Summary N C.WT— 0.,VMTnss c gi oTo Angk TT16 J91 A7G 304-12 2Mdsg Notes 1)aml Ldi,aavdu�uisNSrtH I. 6)L'adwbdWWnn imab.W.MWFR 0 *k.ft Obs Oba i GEN / PE.76051 � r-- f %V ' IV SJ,T OROD N. BONA; l8g. wphe I � m31p011t74 SOII>i1tIIT7M ' L �17.7.1 jBlrild 21 fare ial DaE1h�9e'Haycn 1565 Span Pitch 44W 5/12 Southern Truss Companies, Inc. SOUTHERN 2590 N. kings Highway TR p$S Fat Piero R 34951 CGMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Qty CIHL OUR CANTL CANTR PUSS 1 000 000 000 04M 1 4-a-o 4-M 4-0-0 W, 1.541 Tnlss: MV4 Project Name: 2M TrmDeeglei-: (iflc Date: 61142018 2502 PM Page: I of] 3 1.5x3 1 0 0-0 0-M 4 I (loc) Allowed Loading General C9 Summary Deflection LJ l� (psi) BBgQ& FBC2DI71 TC: 038(1-2) %InM On L1999 L1180 T 20 TH 1-2014 BC: 0.18(34) \SILL. On LM9 LP40 TALI: 7 RIPMbll : I& Wb: 046(2-3) M-M On 3 BClt: 0 nOL: 125 ;6 Cr pFaar,T-a-2D BCIL' : 10 1%¢OHsac(7�¢2CYMek (1:14Y1534L721 (2142.4-M) (3:1-123390.) i Reaction Summary Jr I�� -�I Type ftCa.du ftVkh Maeal MazRaa AeR®a M.G-UpTfl M.VkdLbM M-Lw M.N3i 48u Coma:Ma—y 199bs 75pIr - A(bs -9(bs 269 bt MaSummary Ferial Bracing Smmnrrary TCL9C62012)k32a4 TCBmag 9.AWw%fwa16-3-0,Arind�byCh= BCBCBdg 9mlala•Aireat6-34AfndeiwbyQhasV�f �C62012)N12x4 2)ns"h bmd*Wfart�c T=Ofaidmna d d;ay WLk9LE7-10%vmh erobAvg df.�ipt 160mphWmabEVmuvGAJyFidad.CablftBwlftCaegayn(I-ImlO.aatBIdg I4reA�Iz40Qh-22Q&dZa TngKBredutbm i%aiDOL-IbO,CICZo Wdh3bR meForces Summary Tabkidi—M-brLQma.Q,muazelfa¢(nnxmmperamrddrea.rmm rm aaelram� TC 1.2 0379 -1231. BC II 3F 0175 132b6 .70h) ,1 2-3 04j8 2631. PS W Spacing W -UPLY 24in 12IIs R rdH-CR—i—aialandkeb dpled—pomp—.fddkbndumdndmd,mmpaWulkD LL+(Ka-1).nil LL'namdanwWh V KM 1. 7Ti—bo d.db.ft j ismolfamr,Cq=I.OQha9hmiapptaibinpblheal nd��vaY�a9 islbyheTiwcM1fmufaaas paAFAIIN I-21p2S�ion142 II :,aunsanmd,m-,dmMwHsaHmda,y. 1 PE 76051 `,4 ORID II! S %NAL. j'i 11111 ofh'sddnOlefiani3vdni•�uiy�.nnaar.TF.La{nofhnirfnitaln aslnsdmdva�uim aniraN:mare,�p4dbyheTn�Maaifatlurandnfa�onlieaovay andamplvt�cnfixnfanxfo�ssfuhbyheAwUiig Brian M Blealdy lon h'saiau;r,d:�amynnsofpmrcpaninte'.a.iigrcyaiay�Hyrori,eneuamin.mdz;a�dmart:sie�r ndiYlmpunntlnfamaupi&CnaalNxd'1vy furadliiiminfann6nNmnmtphoJnitR DibyS.np�onsmng-rerbnlm�kin:nasrd�,n:uliFSe-n6z.Nmnamrpb�arc3lpagKunksaa�pmr�dph�.vesro4wd e'-1s^uhih idi-eisan is b-arsrls•,ubii,ncatsa benLin is c 9"aEg'i7Hkil M >'r�'p w L� tub zWDlV lunrc};,h APFn-.AV9il