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HomeMy WebLinkAboutTRUSSii,r,L SOUTHERN TRUSS COMPANIES, INC. ' CQNM;D SOUTHERFi R ANDY @ S OUTHERN TRU S S. C OM T R U S S' By 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 St Lucia (COU* (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: C O M P_A N I E S Proj Lt Name and Address: Oakland Lakes Occupancy: X Single -Family Lot: 19 Block: County: Saint Lucie . Multi -Family Trus Company: Southern Truss Companies, Inc. Commercial Trus Engineering Program: Simpson Component Solutions Plate By: Simpson Strong -Tie Cont',-actor / Builder: Ryan Homes Mod 1: 2195 Elevation: A Options: Lanai STAMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with Ilorida Building Code FBC2017.. The truss system has been designed to provide adequate resitance to wind load and forces as required by the F. . fo lowing provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: 40 P.S.F. Design criteria: ASCE 7-10: 160 MPH Top chord dead load:_7_P.S.F. Top chord dead load:__ ] 0 P.S.F. Engi ler: Brian M. Bleakly Bottom chord live load: * P.S.F. Bottom chord live load:_D_P.S.F. Add 2590 N. Kings Highway Bottom chord dead load: 10 P.S.F. Bottom chord dead load: 5 P.S.F. less: 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 Department of Professional Engineering. Tallahassee, L. Engineering sheets are photocopies of the original design and approved by me. No. Truss ID. No. Truss 1D. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 41 21 FGA 41 J4 61 81 96 2 A,1' i A 22 FGB 42 J6 62 82 97 3 42 23 FGC 43 J8 63 83 98 4 2A 24 1 FGD 44 J81 64 84 1 99 5 13 25 FGE 45 MV2 65 85 100 6 3A 26 FGF 46 MV4 66 86 101 7 '4 27 FL1 47 67 87 102 8- A5G 28 FL2 48 68 88 103 9 1,6 29 FL3 49 69 89 104 10 47G 30 FUE 50 70 90 105 11 AIG 31 FL4 51 71 91 106 12 2G 32 FL4E 52 72 92 107 13 1J36 33 FL5 53 73 93 108 14 4J4 34 FL6 j 54 74 94 109 15 ,11 J6 35 FL7 55 75 95 110 16 68 36 HV 10 56 76 1 37 HV6 57 77 2G 38 HV8 58 78 41 39 J2 59 79 t'2G 40 1 J36 60 80 ess by my seal, I hearby certify that the above information and correct to the best of my knowledge and belief r 17 18 19 20 As wit is trud Nan e: Brian M. Bicakly Lic. 476051 `4 FILE COP i � r _.t TYPICAL DETAIL (9 CORNER. - HIP � TE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. OA UP TO 265$ = 2-16d NAILS REQ'D. 1 2.5 per Nail (D.O.L.Factor=1.00) n s toe nails only have 0.83 of UP TO 394 _ 3-16d NAILS REQ'D. I eral Resistance Value. 12 OVER _O HIP GIRDER 12 1E 0 h o 9-9-5 CORNER JACK GIRDER use 2-16d toe nail TC & Bc. Typical jack 45' attachment J1 J3 I J5 H7 (HIP -.7 - -1- use 3-1 Gd toe nail ®TC TYPICAL CORNER. LAYOUT & 2-16d P _I Typical Hip —jack' attachment CHORD HANGERS FASTENER GIRDER JACK TC — — —— —— — 2-16dnails — —— —— J1—J3 TO HIP JACK GIRDER BC — — — — — — — 2-16d nails — — — — — TC— — — — — —— 2-16dnails —— —— J5 TO HIP JACK -..GIRDER BC — — — — — _ — 2-16d nails — — — — — TC—————-— 3-16dnails ————— J7 TO HIP GIRDER BC — — — — — — — 2-16d nails — — — — — TC— — — — — —— 3-16dnails ————— HIP JACK GIRDER (CJ7) TO HIP GIRDER BC — — — — — — _ 2-16d nails I— — — — — MINIMUM GRADE OF LUMBER LOADING (PSF) STR [NCR.: Oaz FeczOi� T.C. 2x4 SYP 12 L B.C. 2x4 SYP f2 TOP 20 BOTTOM 00 10 WEBS 2x4 SYP No.3 BOTTOM 24' O.C. SOUTHERN TRUSS COMPANIES ht#//"w_qouthvff&=S-=rn M. Bleakly Struct Eng #7 Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 (800)232-0509 (772)464-4160 Fox:(772)318-0016 6051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 ti TYPICAL. DETAIL_ @ CORNER - -.HIP TE: NDS=National Design Specifictions for Wood Construction. 2.5# per Nail (D.O.LFactor=1.25) s toe nails only have 0.83 of eral Resistance Value. ALLOWABLE REACTION PER JOINT QA UP TO 265# = 2-16d NAILS REQ'D. © UP TO 394# = 3-16d NAILS REQ'D. 12 10VER __0 _O n I � A II II II II � A II II jj II II II 11 use 2-16d toe nail 5-0-0 `%TC & BC. HIP GIRDER I 12 OVER � w Typical jack 45" attachment 0 7-0-14 CORNER JACK GIRDER J1 use 3-16c %toe nail TYPICAL CORNER LAYOUT &\2-16d` Typical HIP —Jack" attachment FASTENER CHORD HANGERS GIRDER JACK TC—————-— 2-16dnails ————— J1—J3 TO HIP JACK GIRDER BC — — _ — _ — — 2-16d nails — — — — — TC — — — — — -- — ..2-16d nails — — — — — J5 TO HIP JACK GIRDER BC _ — — — — 2-16d nails — — — — — TC— — — — — —— 3-16dnails —— — — — BC — — — — — — — 2-16d nails — — — — — TC — — — — — — — 3-16d nails — — — — — HIP JACK GIRDER (CJ5) TO HIP GIRDER BC _ _ _ — — — _ 2-16d nails — — — — — MINIMUM GRADE OF LUMBER LOADING (PSG FR• INCR.: 25% pBczol7 SY T.C. 2x4 SYP 12 L D B.C. 2x4 P #2 TOP 20 WEBS 2x4 5YP No.3 BOTTOM 00 10 SPACING 24' O.C. SOUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, Fort Pierce, FL 34951 COMPANIES (800)232-0509 (772) 464-4160 http://www.southemtcumeam Fax:(772)31 B-0016 772-464-4160 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 ��FFREp This pmdad is preferable to sfmtiarcaanedors because of a) easier fostaltatian, b) higher loads, e) !miter Installed cast; Ora combination of these features. us •--• •'• AB hangers in this series have double shear nailing - an innovation that distributes the load through two points on each joist nall for greater strength This allows for fewer nails, faster installation, and the use of all Common nails for the same connection. Double shear hangers range from the light capacity WS 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 capacity and bearing than the WS. MATERIAL: See tables below and on page 133. FINISH: Galvanized. Some product available in stainless steel or ZMW coating; see Corrosion Information, page 18-19. INSTALLATION • Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. • Not designed for welded or nailerapplications. OPTIONS: - WS and MUS hangers cannot be modified. • HUS hangers available with the header flanges turned in for 2-2x (31A1 and 4x only, with no load reduction. See HUSC Concealed Range Hlushation. • Concealed flanges are not available forHGUS and HHUS. • See Hanger Options, pages 200-202, for sloped and/or skewed HHUS models. • Other sizes available; consult your Simpson Strong -Tie representative. CODES: See page 20 for Code Reference Key Chart - These products are avar7able wftir addiffonal corrosion protection. Addiffomt products on thbr page may also be avar7ab/e with this option, check %0 Simpson Simng-rre for daWk .' These products are approved for histalkfion WM the Strong -Drive SO SbvchireF Gonnectorsrrew. See page 30 forthe carrectsubsfftuffon and SD screws&P. Model No. Mm. Heel Heigh Ga Dimensions Fasteners H 8 Carrying Member Carried Member SINGLE2xSUES WS24 2% 18 1% 43i 13: 4-10d 210d WS26 41/ 11'Va 4% 1Y, 410d 4-10d MUS26 4,'Ag 18 144c I 5Y% 2 6-10d 6-1Dd HUS26 HGUS26 4M. 4Vw 16 12 l% 1% 1 51A 5% 3 5 14-16d 20-16d 6-16d 8-16d LUS28 4% 18 195e 1 6K 1% 6-10d 410d MUS28- 5% 18 1% 6% 2 8-10d B1lid HU528- b1h 16 1% 1 7 3 2216d 8-16d HGUS28 M 12 199 T6 5 1216d LU5210 41/ 18 JVx 7% 11%0d �36-16cl 410d HUS21D 8% 16 1% 9 3 16d 1D-16d r 1.See table on page 133 for allowable loads. 6HHUS210-2 (Truss Designer to provide fastener quantity for connecting multiple members together) QrMUS28 �I SIMPSON StrongTie HUSC Concealed Flanges (not av0able for HHUS, HGUS and HUS2x) th neoucea freer netght ® Double- Double -Shear Dome Double Shear Shear Nailing — UHng Side -View Nailing Side View (available on Top View Do not bend tab -•`�- some models) U.S. Patent 5,6m,580 (! ��"..-'--•OFN1►rdlileloaas- s'. SPAllowable Loads SPF/HFADowahleLoads Code Model No. ,� • .� 3 �-�- P� a Win- .. ooi .,Aoot Hind Uprw a T ia{�OD 91 - 12 160j (160) Aaor ' (100) Sow (115) Root (125) wind (160) UpBft' (160) Floor (10t!) Snow (115) Root (125) Wind (160) net. SINGU& SIZES LUS24 490 670 765 B25 1045 490 725 830 895 1135 420 575 655 7D5 895 111526 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1285 1370 1570 Ffi,L17 HU526 U55 ,� 1550 2950 3335 3335 3335 1335 2330 2650 2820 2855 HGU526 _ :: 436D 8, 230L 0� 1765 4725 5290 5390 5390 1520 3750 4200 45DO 4635 17, L17' LUS28. 0i"'�725 1165 1200 1365 1480 1 1835 1005 940 1015 1165 1475 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17,F6,L17 HUS28 2000 3965 4120 4220 4335 2000 379D 3950 4070 4335 1720 2905 3035 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 V,L17 LUS2111 HUS210 DDlls = q 445 v.g575:, 2U 1165 3000 1445 4105 1660 4310 1795 4450 2270 4930 10115 2580 : 1145 315D 13D5 05 1415 3425 1745 3615 R F6, L17 Note: For dimensions and fastenerintormation, see table above. See table footnotes on page 133. l Prillm 1 m a - 7hese products are available Wr7h addr6onal conosmn protechon. Additlanal products on PrThese product are approved farinslaWN, with the -Uvng-Drive SD Sbvdurd- Mis page may also be avaWk witli this option, check NO Simpson Strong -Tie fordeWh~ Connector wew_ See page 30 for the cortac subsMdon and SD screws¢e. 16 Min Dimensions Fasteners �;`i;;• DF/5_QARmvableGads'=;� ter• . :.z_., .?15R., SPFIHFAllowable Loads Modes No. Heel HeighMember Go W H Is tarrying Carried Member U (1rj100=(71_5):(125)_ . �_ FloarI`S�ailTtlfi;'a: :yes„ +," sus,�+_... �.1.••., . IN • (160i_ .s •r.- Uplift , (160) Floor (100) Snow (115) Root (125) Nfmd (16D) Code Re4 DDUBLE2xSIZES LUS24-2 2y 18 3% 1 31A 2 4-16d 2 16d 440 800 910 985 1250 • 380 680 780 845 1070 WS26 2 4Y. 18 3'b 4'/r 2 416d 4-16d 1000 BBD 1010 1090 13115 17, F6, L17 HHUS26-2 Vs 14 3V* 5% 3 141611 6-16d ;7 Q .•. � �'� _ �5 - 905= d., � 265+ 1335 2390 271D 2925 3655 HGUS26-2 0e 12 3% 5'/,c 4 2016d &16d 2]55.k` s4355" 523D�� �55r 1855 3750 4200 4500 4795 17. L17 WSZB-2 4%. 18 3% 7 2 6-16d 4-16d 1165 1315 1500 1625 2060 1000. 1125 1285 1390 1765 HHUS28-2 M 14 3% 71. 3 2216d 8-16d 2000 4210 4710 5140 6440 1720 .3615 4095 4415 5375 �•Lil -HGUS28-2— -Wr- 12. 335c 7iS= -4 3616d 1216d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17 WS210-2 HHUS2102 63A 8'% 4123M. 9 8'h 2 3 816d 3016d 6-i6d 10 76d 7745a• ; 4U0 :•�35`t}0 JBa 09 , 2Z55 6880 ` .� O:r• jr.65� 1500 3525 1565 4835 1785 5270 1935 5380 2455 5765 C7. F6, L17 HGUS210-2 Vs W. 4 46-16d 16-16d Z 95 z9] y_ J1D(1�, 9100;= ;f1 00,i 3525 1 7465 7730 7825 7825 17, L17 TRIPLE2xSIZES HGUS25-3 4"As 12 45is 554 4 20-16d B-16d 2155 4355 4875 5230 5575 1855 3750 420D 4500 4795. HGUS28-3 Me 12 4% 7'/. 4 36-16d 12 16d 3235 7460 7460 7450 7460 2785 6415 6415 6415 6415 HGUS210-3 8% 12 4% 9'/ 4 46-16d 16-16d 14D95 i' 0 �Dl)r , 110p ' a'9100 s 3525 7825 7825 7825 710 W, L17 HGUS212 3 105A 12 41% 10% 4 56-16d 2D-16d 5045 9500 9500 9600 .960D 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4% 12% 4 66-16d 2Z16d 5515 10100 10100 10100 10100 4745 8685 8685 BBB5 8685 QUADRUPLED SIZES HGUSZ6.4 534 12 615= 51A. 4 20-16d 8-16d ; 435 � 23-, v,57$ 1855 3750 4200 4500 4795 HGUS2B-4 7A 12 69i, No 4 36-16d 12 235h -16d 46 < 4 460� 2785 6415 6415 6415 6415 l7, LT7 HGUS21D-4 9Y 12 M M 4 4646d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,F6,L17 HGUS212-4 HGUS214-4 10% 1235 12 12 S%s M 103i 1251 4 4 56-16d 66-16d 20-16d 2216d ��45 � i:1:5- .�6li0 u _• 'Z101b0= �sD � -�� W0` 6oD �m1_Ol � Oa03: 4335 4745 8255 BBB5 8255 8685 8255 8685 8255 8685 17 L17 ' 4z SIZES LUS46 4% Ili 3MG1 44S 21 4-16d 4-16d 1165 1030 1180 1280 1625 1000 850 1010 1090 1385 17, F6, L17 HGUS46 4% 12 A 4'/u 4 20-16d B-16d 2155 4355 4875 5230 5575 1855 3750 4200 45DO 4795 17, L17 HHUS46 44i, 14 3% 5'fic 3 14 16d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 LUS48 4% 18 3M. 6/4 2 6-16d 416d �16�'`' �1315� -15 - 16P5� a b6D �, 1000 1125 1285 1390 ' 1765 HUS48 • WA 14. 3% 7 2 6-16d _ 6-16d 5 y !-% Aft . '196m - 1559 1365 1555 1680- 2115 17, F6, L17 HHUS48: 614 14 3% TA 3 2216d B-16d 215�, �47�3.' 150� .B44ft 1720 3615 4095 4415 -5535 HGU548 6 12 3% 715= 4 3616d 12-16d 2765 6415 • 6415 6415 1 6415 17, L17 LUS410 By 18 No B1, •2 8-16d 6-16d 1745 1830 2D90 2265 2870 '1500 1565 1785 1935 2455 HHUS410 8% 14 3% 9 3 30-16d 10-16d 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165 17.F6,L17 HGUS410 Or 12 3% 1 9 4 4616d 16-15d 4095 9100 9100 9100 1 9100 3525 1 71125 1825 7825 7625 HGU5412 IDM. .12 3% 10'rs 4 56-16d 20-16d W411, 6 _ GOB : Oy 960 4335 1 B255 8255 8255 8255 17, L17 HGUS414 113/c 12 3% Jim 4 66-15d 2216d 0 jC 4745 1 B685 8685 8685 8685 1. Uplift loads have been Increased 6D% for wind or earthquake loading wfth no further T ANSfrPISPF, T-ANSrfPISP and T-ANSrrPIDF for allowable loads that consider Increase allowed. For normal loading application such as cantilever construction ANSUrPI 1-2DD7 wood member design atleda (see page213 fordetaff4 refer to Simpson Strong-11e® Connector selector'software or conservatively 5. Loads shown are based on mInfmum of 2-ply 2x carrying member. With 3x carrying divide the uplift load by 1.6. members, use 16dx23g nails irrto the header and I Bd commons Into the Joist with no 2- Wind (160) is a dovmload rating. load reduction. With single 2x carrying members, use 1 Ddx1W nails Into the header 3. Minimum bed height sham is required to achieve full table loads. For fees than and I Od commons Into the Joist, and reduce the load to D.64 of the table value. minimum heel height, see technical bulletin T-RMHffl (see page 215for detagsJ. 6 HAIM 16d - 0.162• dnr_ x 334 long. 4. Truss chord cross -grain tension may Um@ allowable loads Rderto technic bulletins See page 24-25 for other nag saes and infomration. C y 0 C4 cp a 0 rho ■ 133 gim�ere4--Ni od & Structural Composite L*her.Connectors ,. SIMPSON -00- 94 Ac al Dimensions Fasteners Allowable Loads J �st Model No. Ga min OF/SP Species Header SPF/HF Species Header S I W H B Max Face Joist Uplift Floor Snow Roof Floor Snow Roof (160) (100) (115) (125) (100) (115) (125) HU416/HUC416 14 394e 13% 2% Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 3% 13% 2% Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 3% 18 HGUS .12 12 3% 10 , 4 — 55-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 HGUS414 3% 12%e 4 — 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 HUCQ412 SDS 14 3�ia 11 3 — 14 SDS'/,'x2%' 6-SDS'/X2W -2510 5460 5560 5560 3930 4000 4000 I HU68/HUC68 14 5% 5%s 2% Min 10=16d 4-16d 900 ' 1490 1680 1805 1280 1445 1555 5'/ 7Y + 5k 5t14s 2% Max ]4-16d 616d 1345 20B5 2350 2530 1795 2025 2180 HGUS5.50/8 12 5% 6'%e 4 — 3616d 12-16d 3235 7460 7460 7460 6415 6415 6415 HU610/HUC6'10 5% 7% 2Yz Min 14-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 5%I 14 5% 7% 2'.4 Max 18-16d 8-16d 1795 2680 3020 3250 23D5 26D5 2800 9+/,- % HHUS5.50/10 -HUCQ610=SDS- 5'r4 9 3 — 3D-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 5% 9 3 — 12-SDS''/,'x2'R 6-SDS'Y4 x2%' 2520 4680 5380 5715 3370 3875 4115 HGUS5.50/10 12 5i4 B'44e 4 — 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 HU6121HUC612 5'fi 9% 2% Min i616d 6- 6 1 d 1345 2380 2685 2890 2050 2315 2490 14 5% 9% 2Yz Max 2216d 816d 1795 3275 3695 3970 2820 3425 11�// ffHUS&5g/10 5h 9 3 — 3D-16d 1016d 3735 5635 6380 6B80 4835 .3180 5480 5910 HUCQ612-SDS 51h 1] 3 — 14-SDS''/'x2%' 6-SDS Y,'x2%' 2520 5315 5315 5315 3825 3825 3825 HGUS5.50/12 12 5'k 10'/ 4 — 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 HU616/HUC616 5'ri 12"fie 2% Min 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 14 5% 12"/+s 2% Max 26-16d 12 76d 2695 3870 4365 4695 3330 3760 4D45 5'/,x HHUS5.50/10 5% 9 3 — 30-16d 10-16d 3735 5635 6380 6860 4835 5480 5910 HUCQ612-SDS 5% 11 3 — 14-SDS %'x2Yz' 6 SDS'/,'x2'/z' 2520 5315 5315 5315 3825 3825 3825 HGUS5.50/14 12 5'.4 121h 4 — 66-16d 2216d I 5515 10100 I -i 0 1 100 8685 8685 8685 HU616/HUC616 5% 12'%B 2% Min 20-16d 8-16d 1795 2975 3360 3610 2565 2895 3110 14 5% 12'14e 2'k Max 2616d 12-i6d 2695 3870 ..4365 4695 3330 3760 4045 5'/ x 1 HHUS5.50/10 5'% 9 3 — 3016d 1D-16d 3735 5635 6380 6880 4835 5480 5910 HUCQ612-SDS 5% 11 3 — 14-SDS Y)ON 6 SDS'/,5Q'f�' 2520 5315 5315 5315 3825 3825 3825 HGUS5.50/14 12 5'% 12% 4 — 6B-16d 22 16d 5515 10100 10100 10100 8685 8685 8685 HU616/HUC616 536 12"fie 2% Min 20-16d 8.16d' 1795 2975 3360 3610 2565 2895 3110 i4 5'k 12"As 2% Max 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 5%x 1 HHUS5.50/10 5'/a 9 3 — 30-16d 1016d 3735 5635 6360 68 i0 4835 5480 5910 HUCQ612-SDS 5'fz ' 11 3 = 14 SD5 %'x214' 6-SDS'/,'x2W 2520 5315 5315 5315 3825 3825 3825 HGUS5.50/14 12 5Yz 12% 4 — 66-16d 22 i6d 5515 10100 10100 10100 8685 8685- .8685. = HU410-2/ HUG410-2 'PA 9% 21A Min - 1416d 616d 1345 2085 2350 2530 7795 2025 2180 7x 9%-9' 14 9% 2% Max 18-16d 8-16d 1795 2680 3020 3250 2305 2605 2800 HHUSZ25/10 7/. 9 3-MB — 30.16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS7.25/10 12 7/. 8% 4 — 4616d 1&46d 4095 9100 9100 9100 7825 7825. 7825 HU412-2/ HUG412-2 7% 11% 2'f Min 16-16d 6-16d 1345 2380 2685 2890 2050 2315 2490 7x 11y4-113 HHUS7.25/10 14 7% 7'/ 11% 2% Max 2216d 816d 1795 3275 3695 3970 2820 3180 3425 HGUS7.25/12 12 7% 9 10% 3-Me 4 — 30 i6d 10-16d 3735 5635 5380 68BO 4835 5480 5910 — 5616d 20ABd 5045 9600 9600 9600 8255 8255 8255 HU414-2/ HUC414-2 7% 13'b 2'% Min 20-16d 8-16d 1795 2975 3360 3610 2565 2695 3110 7x14 14 PA 2'fe Max 26-16d 12 16d 2695 3B70 4365 4695 3330 3760 4045 4045 HHUS7.25/10 7/ 9 354a — 30-16d 10-i6d 3735 5635 6380 6880 4835 5480 HGUS725/14 12 7'/, 12% 4 — 66-16d 2216d 5515 10100 10100 10100 8685 8685 8685 HU414-2/ HUC414-2 7/ 13�1 2% Min 20-16d 816d 1795 2975 3360 3610 2565 2895 3110 7x16 14 7% 13% 2% Max 26-16d 1216d 2695 3870 4365 4695 3330 3760 4045 HHUS7.25/10 7/ 9 344e — 3D-16d 10-]6d 3735 5635 638D 68B0 4835 548D 5910 HGUS7.25/14 12 7'/ 12%e 4 — 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 HU414-2/ HUG414-2 7%13%2% Min 20-16d 8-16d 1795 2973360 3610 2565 2895 3110 7x18 14 7/ 13% 2,h Max 2616d 12 16d 2695 333HHUS725/10 HGUS7.25/14 12 7/ 9 Vu — 30-16d 10-]6d 3735 j3714386054695 3688D 4835 5480 5910 7Y . 12?4e 4 — 66-16d 2216d 5515 10100 10100 10100 8685 8685 8685 1x14 to 30� For add'dlonal hangers see HGU/HHGU on page 107. Code Ref. I III 19, L12, F8 19, F23 19, L12, F6 19 19, L12, F8 19, F23 19, Li2, F8 19, F23 19, L12, F8 :19, F23 f 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, FB 19, F23 19, L12, F8 19, F23 19, UZ F8 19, F23 al3 See footnote on page i05. 5 9611 OIL WIM HOlIOAIgd dSd 9ti Ob OVOIIVIO.L dSd 00 00 11 08 SBd 01 01. 10 08 dSd 96 ,01. iQ 01 dSd DZ OZ 11 01 ONIK71W ` uno algbubRoi ypa wq a pays AOin In uo uppod gWN11 pun igkw: n uj p1u1}saj'ul'psuOlJol pun prlaw oQ at am Lvstnq Derv—ltt�ti�a, 'p,j .NMI poom p0loluu03 olold lalow 6ulgwq v duplolfiq '6unpuoq 101 stN►lap 'AoLei1�FW �uuuw0a,1 pun slnlu0wur41 pbyi Naww� Iq—Sa9, us vu0ftunddo oUtobd: UOISIA)❑ ul yo u ey kw u'lyK ONIy luauauuad pub nui Eupapp Eulouluwp puo Ougddal quanald at Pe1p1601 doula 1q gop(u 6ulbaul uolloua 6ulploW 15ppa 1nu0102lold %M el poumhod as pang UAW10 suoslld ,ialbspgal is 4 49 lolo0{nuaw olold joulilsop mul la I(lpppsuadsu 091 lau h 6u130A ualloaJ3 tL175L-11u--a t=/\00'\ IIYJ30 JNIOP • 'IVOU)43A 0N3 dIH '1VNOI1.d0 W(11.S 'IV. N011d0 YtL1 YtM 1ua��a6 OU d W I 'NA WN 301(Q ln0 3UYn0S oHIn* 31n ADS Pa l (a) 'NMOHS 6V dno 03HWU BO 311906 3d AVW WHO NOIL00 ' 0—tl d330X3 ION S300 1HO13H 1Y0 M 31� W ON01 Sy 11IA9 30 J A SWdS V30UVI G�) 'OUGHO dOL 3HL id 3d01S JHL ON01V O�UnQYdW SI A371VA NHL H1Y3N3e S6nUL 3HL do 0110HO d01 3H1 0 10VH9 HO! ONIOVd$ NflHnd 31{L HLMU •310N(...) 'NOIS30. 03'IV38 ,603HION3 NO 031i103d6 SY ON10Vds NnUnd .40 n3n HI 03SA 8359nd1 A31WA A6 NOIs30 aMS ,SMNIDNI NO 031d1'13d5 3SVAW3 .0 Sy WO '00 Y+S 1Y SNnurld NOII�IYL�NI ssnH1 A3 ,"M 03OWe 3s 18nW d3S =VAKV3N3eISSnnuL k0�OHOH�IJ dOl 1.0-,aI MOM ION AVW 1H013H WOMA A911VA Yinilim NVHL WD3110 993M A371VA 'WO UOd OVdS A11Vnb3 'ONIOVHS IW31V1 SnwWwoO NO -no .a 1V S11VN (.4 t Oc1,0 xo9 PO H1IM 03HOV1LV'H31MG WO ]OVHO OW 83109ds 3WYS 103 A31'W'A '93M JO NLON31 moo '30WAL Vxl A1ddY 'NOIS30 M*WS S,U33NION3 NO 031i103dS 5531Nn YO,� , uuriw,.ny,uru.�f�,�114 -aca(ooa) S31nliVCtWOO Id mod x� 'JNIOVdS W41 p e I cYLA — Woods XbH, -0'0 �JPZ .LV S3SSf1H1 JNLLUOddn5 ) xDW „O--.OZ 2E XD Mom HO O� W'iOW "10 ASd Sr90 OL ONIM `I MMOUM11 '0 w3 'ONIG'Ilne 03S010N3 'IN013H NVjW --c7d— 'ONU(1 HdW t 01-1 33W 'tool Doi uq_ i d311VH-3m slwN we x .GWO) XOH P01 (L) 1HDM ssnUL ONILHOddns Awl eLL A311VA 14M H0VUV Go) (SWnbs UO ONNOLd) 'Put V WOUi 03JJIU 30 AVW CH'l• (�) Aoilnq �a C in Vxz AM jbll4)q Z#/L# jd5 do NZJ dS ixz HO (.)Cxz NOO nba Ioilsq in rf/Lj ddS L# do VMS P1940 dal "r H38n n1 d0 30V90 PinNINIW 0 E (j J o 1, asp HDFL N SPF HF a� o .n SP DFL SF 0 HF g r DFS Sp Hruse No ' Z. praaea Group A Group 9 SOUTHERN TRUSS COMPANIES h14�//d^+��.'vlh.ml.unn.m 251 Vw— Group 5paalse and I)000W —LARCH r 3 STUD , de Blr CABLE -Russ DETAIL NET iuI DFFtECTICN CCTRI01A 15 L/Z4D. UDI S HEARING IH PSF lu OEM IPam AIIC OAHLE END BUPPOR�B IAAO FROM 4'—D" a �DDODVFAHMiO —D O FANUI 1Z' p enH FMH '�' BgAOE WM 1Od HALM �) FOR�S, L' BRACE. 9PAaE ND AT'7 OUrr t") BFp [z Bwis, ,SPACE NABS A7 3uC. 1B ENbD, ZONES AND 8 DC, BETWEEN ZONES. aRAOING Musr BE A MINIMUM OF Box of WED BER LENGTH. O!~H ERn Pl TE s Z' yERT1OAL O sP u & h—O 7rr4 OR xx3 GREATER TFNN� 4'—W, BUT 20 LE99 THAN 11 -C" a -ea+ O EA ER PEpKF5PLI0E pND HEELR39 PLATES. G R REFER TO CHART Aduva r%on W, --- - \/rf r s'—a T � � Fiaagsn bracing le not Ihs raeponelhgily or Iraa dealgner, pialo manufoclursr nor Inca fabrkaloh panona eraclglg lrueaee om caul{onod to eeeh profeeatanal h uirad to revml uobod N on advice regardln sreogon bracing x Ich le always rqq P and domlming during ersagon; end ppennooant bracing Tldchem may bo req Fort 5Pierce DghN1ay51 O n rmIn- ein, �arpPhandMg, tGlom�9 do brsCing molal plot cDbggl �ojlrlled nood Uuuesend m rn'I). Fast Plarcy FL 34os1 dT Ili be araolad and foalanod in (mlentd In q ebalghl and pplumb QarNan (e0a)232—asaa ((772)4B4-41 Bo Thera no ehoaQnaa Is pgad dlrsclb la Ihs toP Chards they shop'bo braced as F.Zx 772)3i B—G01 S epaaigsd on the buss dseign. Trusses shag ba handlo TQh raosonablo care dudng . erocgon la menl d Maldmun Total Load 60 PSP SPACING AT 2e 0-C- MINIMUM GRADE OF LUMBER Top Chord 2x4 SYP #Z or better Bolt Chord 2x4 SYP #2 or better Webe 2x4 SYP f3 or better REFER TO SEALED DESIGN FOR DASHED PLATES SPACE PIGaYBACK VERTICALS AT 4' CC MAX. IS A AND, OM R D SPLICES MUST BE SiA00ERED SO THAT ONE SPLICE OTHM ATTACH PURUNS TO TOP gOF FLAT TOP CHORD, IF PIGGYBACK IS SOLID LUMBER OR TFL BOTTOM CHORD 19 OMITTED. PURLINS MAY BE APPLIED BENEA THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DE910N FOR REQUIRED PURLIN SPACING. THIS pETArL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: L(Q.0 MPH WIND. 30' MEAN HOT. ASCE 7.10 CLOSED BLOO. LOCATED ANYWHERE IN ROOF, 1 MI. FROM COAST CAT 1, ExP C. WMD TO DL -B PSF, WIND BC OL" PSF 140 MPH WIND. 30' MEAN Hai EFRg 010 E Nip TC G L.B. . Lo WIND BC W- HRE F ROOF FRONT FACE (x') MAY BE OFFSET FROM BACK FACE PLATES AS LONGG AS 13OR1 FACES ARE SPACED 4' CC MAX. 2 mm OfMONAL SPLICE D WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 10 "f" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND 507. LENGTH OF WEB 4" 0/C. MEMBER. ATTACH WITH Bd NAILS AT 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' 1B6dNAILS ATT4"OWEB MEMBER. ATTACH WITH AND O/C SPANS UP TO JOINT .— TYPE 30, 34' 38' 52' A 2x4 2.5x4 2.5x4 3x5 B 4x6 5x6 5x6 5x6 C 1.5x3 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 2' Typical B I I I I, c B I � �C I� B 0—SPLICE T n ..I C r r C ri -IC I I I ICI C. c—TYPICAL I n C - i I * ATTACH PIGGYBACK WITH 8"xfix1'/2" COX PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES ® '4'-0" O.C. MAX. r--i T s-1 iGp Erection bracing Is not the msponsib611y of lows designer, plate moradaciumr nor Trust fabrkalor, persons ermI10 hum am cautioned to seek professional 5®l HER�V advice regarding ereclion bracing which Is always required to prarent loppling and dominoing during ereellon; and P1emmnaril bracing which may be required in Fort Pierce Division TRUSS 2s90 N. Mnarr HIghwoy, s m appricationa. See'01—Bl Summary sheet Commentary and recommen— jis for handling, kutalfmg r< bracbrg metal plate eonneetad load inwes' fiPi). ^*„ „r Fort Pierce, FL 34851 �r"�1.J,Y pArmES (B00)Z32-0508 (77Z)454-4160 Trusses om to be erecled and fastened in fasicned in a straight and lumb position shun pp Fax. —ooze gg ppppto ecifled oere no n thenlruissadesig Trusseed s shapsbeohandl with reasonaheecarecduring �Itrftum to prerenl damage —•-- Maximun Loading 55psf at 1.33 'Duration Factor 50pef at 1.25 Duration Factor 47psf at- 1.15 Duration Factor SPACING AT 24" O.C. SCAB -BRACE -DETAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T Brace) is impractical. Scab must cover full length of web +1- 6". *'* THIS DETAIL IS NOT.APLICABLE WHEN BRACING IS REQUIREDAT•113•POINTS OR PBRACE IS'SPEQIFiED.' APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3" X 0.131'1 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 2x4 MINIMUM WEB -SIZE - SCAB BRACE MINIMUM WEB GRADE OF #3 Nails Section Detail\ ® E Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. T-BRACE / I -BRACE DETAIL Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length: Note: This detail NOT to be used to ccri4ert T-Brace I [-Brace webs to continuous lateral braced webs. Nailing Pattem -Brace size Nail Size. Nail Spacing 1 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 I I-BEce (On Two-Ply's.Nail to Both Plies) .. :.position position Brace Size for One -Ply Truss Specified Continuous Rows of lateral Bracing Web Size ' 1 2- 2x3 •or 2x4 1 x4 (*) T-Brace 1 x4 (*) I -Bra 2x6 I ix6 (*) T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8 I -Brace Nails Brace Size .�' for Two -Ply Truss Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 k 2x3 or 2x4 12x4 T Brace 2x4 I -Brace k 2x6 2x6 T Brace 2x6 I -Brace { 2x8 2x8 T Brace 2x8 [-Brace jSection Detail T-Brace Web I -Brace T-Brace / I -Brace must be same species and grade (or better) as web member. (*) NOTE: If SP webs are used in the truss, -1x4 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-Bracell-Brace For SP truss lumber grades up to #1 with 1)(_ bracing material, use IND 55 for T-Brace/I Brace L-BRACE DETAIL Nailing Pattern, L40race size Nail Size . Nail Spacing 11 1x4or6 10d 8"•o.c. „ 4, 6, or 8 16d 8" D.C. Note: Nail along entire length of L-Brace. •' (On Two-Ply's Nail to Both Plies) ; I _Nails 0 kCINC Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover 90°/d of web length: L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 1 2 2x3 or 2x4- 1 x4 ' ** 2x6 1 X6 *** 2x8 W **` — DIRECT SUBSTITUTION NOT APLICABLE L-BRACE Web Size 2x3 or 2x4 2x6 2x8 L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing 1 , 2 2x4 �++ 2x6 '** 2x8 °** — DIRECT SUBSTITUTION NOT APLICABLE. Nails � Suction -Decal C291s L-Brace Web must be same species grade (or better) as web member. - Southern Truss Companies, Inc. Tn1Ss: Al 259014. kin� Highway SOUTHERNTmNDavgxr- ftjLd Marne: 2193 d)c TRUSS Fort Pierce, F134951 Datc: 6114 O18 2:23:14 PM • soil>im2;*M CGMPA1NIES (800) 232-0509 (772) 464-4160 (772) 315-0016 Fax Iaw: 1 Of ) m .7.1 (B602) 7r)a Material a versca: 1565 EyIy Spun' Pitch Qry OHL OHR CANT1, CANXR PLIES Spacing WC,'TiPLY (7 32-M 5 /12 3 ON 0" 140 1110 1 24 in 14011n 32-0-0 _--- B-5-12 7-0-4 7-" 8-5-12 8-5-12 16-(r0 2304 32-0-0 5x5 - 4 12 12 5� �5 5x4 \ 4x4 / 4x4 \ 5x4 / 3 5 6 4 r 4 x101 2x101 5x4 / 1 5x4 \ 7 T 10 9 6 1 x4 j 50 - 1 x4 1 0-0-0 0-0-0 1 7-5-12 7.64 7-6 4 7-5-12 1-" 1-0 8-5-12 16-0-0 23-6-4 31-0-0 2 I Loading General CSI Summary Deflection L/ (loc) Allowed Load (pe'0 f soh: PSC20171 TC: If10(6-7) VnCR 049h Lrns (7-S) L/180 Tay; 20 Ti11-2014 BC: 092(7-8) NMLL 02i, L1999 (7-8) L240 TOOL 7 NpMb11 : 1t� Ntlr. 037(4-9) I.CR 0.13n 7 Ba-L 0 nnL: 125 i aeptao[r 1_2.0 BCrL: 10 3J2.) (341ji•14�) (404*13A.) (50-I2,1-1422) (6:1-10.2-13,72) (74-7,1-3,11.) (8003.g90.) P1reOffsOa2% 1 (IA-7,1-0,I I.) - (4304*13P.) (51042,1-1421) (6.1-1V-13;a) (7.'4-7.1-4,11.) 11%,- (9AII24i00 11%, Reaction SYkmmary jr T. BmCombo BmWth Mabel W&gxmjh M.M. M..C—Lwa Nf.V*dLW M.UPK M.�K-de 1 6CM—v 301u hs 6731. 6731. 691. B,mh 01a 136n 7 -96 - -6731. Materl S y Bracing Summary Tc S'I. 2013)6220 TCB.6,& Sr4Md 013)A'22z4 HC&a61g: 9imfadorlia55at17-gI1aG�d�nty0la¢ BC S'(il gi65 9'4012)A32x4 Loads Sury I)W.F hu(—forfledra drcb 10rdbh d-d Lu WdrA d dI.& Dim3611>40f[hT3)Mi i.-.—g¢;_tb—diIBCTabH 1607.1 f and —ppW Member Fi rces Summary Tbhi,.mlf—wlam:l.o,,n.,a.i,1r, (nwxnn,(�.r xdnduxrmnn—h1f 4 TC 1-2 1.022-2,4601. 4-6 0378-1,6341n 2-4 M-Ib&4hs 6-7 1002 -1,60M BC 7-1 I 0924 2,05 hs (-IZ40bs) 9-10 09M MW (.1,1)9h:) 8-9 0903 22051c (-I W 1W 092A 2205 to 0241W RHu 2-10 1-131 340ix 4.9 0372 M4i 11 (-4011.) 6-S 0.133 340hs 2-9 0363 -851 lxs 69 I)TWaip'sh+ailte B7•I1lasnfamadtyMbll 7 RNM4 u31hg(;,* 1. / 2MICRandZ rcdcwcnlandluiemal.Li4v�sAeoFelvdp[ctmupartgwwnt'da'.mri6ax�6ad(ud�nMda.+1T,0ll.+(Ka•I)xn00.hamsda,�.+�,4T�9/1'fi ��(y� ^ep� q=100,Frdsbmlapp6xludrpLchbalncanv w4aeas8m7'b1h>•hTmsMandamaperA`.9fiP11-2D02C,arx�?42 �/ vCAys 3)Aqh'axroNfaa�C� 4)Tm3:unm sf g�splimlimpr nnmy AMl�grvidx:runaalcammin9ulkpwitaln�Mnazreoina�dlq>ifldq•.ulntiei4z,imSam�ary. \ / �`� % 5) � 1� cc �iaxxi<Hoalrcaain(CLR),tyuiniait kwn6xi(s)J.w.nRovwdCTRnuatcmlyuadA•Jogcmlj•hami,acl1WBlY,2.R13ANF F ni11HV.cvUCLRSanddi+fVfalha�Yp.vY = / • � n[[t: - ! PE 76051 ` 6u.a�.sd,�r� rsbxvdmAtCJFlLsll�ylndit<. � ! 1 _ � '4 11 RI�\���� VAL � ENG \\\\ N717CEA"."!l's d1alh:fianA�dnfiecaionmrraax.Thepgi�offte:d viiblrl�ubasdmdunmotshald�u mwa:sgtigl6yheTn�MaruGyamdldaupmlraauaq aMmnydn�aoth:hlmmimrefahbj•heF4idii>g Brian A BltnMy 0.sgss�J,x+lmusdrav' iidelt�asganmofPofz�.ralc�gna+ilgiryxvsbTiy»kf7fvtmnp+madn9nunSxMamfagaldfe"(mpnnmid[maimSGmaall-F�')ngeforadd'mnalnfmrelunAloarmpHes4nlhe1 mawF,naelb4•SmpcnS<ugTi•Com1a10;frcnamrdarim diE4t-2762.AImv�arpbaart27�wk�mL4f�•clidpHesrse'sfo6ountbya=l3"whi11 i1dmsan lSp>q�pbRorStlIR•,utidiigiauah-fjlneallSgpugepHe 2:917tyt iusfEh476QS3J931 -------- ------- Southern Truss Companies, Inc. Truss: AIA ct Nwkc: �d, SOUTHERN 2590 N. kind Hi lway Tnw�imw 1 Fort Pierce,F134951 Date: M400 2•�:15PM �O°ill,t.s6d MOMCOMPANIE5 (800)232-0509 (772)464-4160 (772)318-0016Fax Pa.-= 10f1 —"'m.7.1 Material Database [Btnld21 vefaim 159 q d Pitch Q.y OHL OF1R CANCL CANCR PUS SFracmg WGT/PLY 32-0{) 5 /12 3 040 0-0-0 1-0-0 00-0 1 24 in 141 Ibb 32-M I &5-72 — —� 7-0-0 7.6-4 i— 8-5-12 1- &S12 16-Q-0 23-" 32-M tmd Ta.L: TCLI.: BQ2.: 51 5x5- 1 x4 1 5x7 - 1x4 1 2x10 ) 01 B1G G-M 11-0-0, 7-5-12 7-6-4 7-0-0 B-5-12 _ 11-0-0 8-512 16-0-0 23-64 32-0-0 General CS1 Surmnary Deflection L/ (loc) Allowed (Pd) Bltcb ; FBC2017/ TC: I0D(67) 16,Ot 049i, L/740 (ml) L/180 20 TPI 1-2014 BC: 092(7-8) VnIL• 02h L/999 (7-8) 1-240 7 PpMbrl.—: V. Nm: 037(4.9) M..a: Mb 7 0 QQL: 125% O�pFamr,V._,_o 10 L, (IA-7,14,11.) (21-Ip-=) (30-12,1-14,22) (40.0;W3R) (50-I2,1-14A) (6:1.10y13,72) (7--*54) (So034190d Reaction Summary Sr T Canto %Vdh Mavhi wmvw, M.�Pa M.!C v M-VhdLW M.LW M.< I Ifi(Wst) I 6h Cmo�Ma—Y 3M, 1,196bs - -Mbs -6731a 101a 7 F(pol(1— I 13h - 30)h 1,196bs - •678 bs -678hs OW Material ummary Bracing Summary TC SP( 20131R22a4 TCB-ig S,eafnl BC SP( 13)022x4 BCBavg 9iatulaRufrsasZ7-0,Pafnd ,lyQhn Nita SP(, W12102a4 Loads Suowry 2)Thsnaahaslms fafxdfnaofwid lndshaandann•.I,h4E7-IO,J, hefotmieuaSfufipr 160mphulimkEy,a vc�FvHF�CnhLifi�B,iiigG�,ry110=IAO),Gea101ie Lins36ft4okhm QT1vFnd7as�xTns�TkrhraNxd,o>�deedl7CCrIL-0,fJCZn,eWdl,3hfi 3)Miimum a`so'•badnahaonda,m,il,ll'.CTaF,bIf07.l lnsnW(m,ary6d Member I orces Surmrmry Tabkid(asManbclgmnxG4,m xazi0fnq(nmxmnlr.fa effd8fam fmmmxaahlfaal TC 12 I=-240t6 4� 0370 -Ib84� 24 0.4n-IbS4bs 67 IA02 - 460tu TIC 7-8 I (L924 =6 La (-IZI I-k) 9.10 0901 ZM Ic (-Ij17in) S-9 0903 2205bs -1211 (a) .9 0372 2854bs (-1139bs) Ntia 1-10, n139 3401x 4-9 0372 7(S4bs (-401 bs) 6A a138 3401s / 2.9 0364 -9511a 6-9 0.364 MI bs Truss-to-t m Connections Summary \\\\� M`8����j/ IQ I QnssITss6 (bnv:reTras Canva,CQ%,x Mk - 79 AIA BIG 2-7� 270dg \�\ /� `10E' •, `\ 7T9 AIA BIG A-74 2704 \ / LL� 'fT9 AIA BIG G7.4 270d¢ = �/ PE 7VOJ1 \, Notes _ I)Th"s6�n'sM�.d a5`E7-IOasnfemmiby1r377F1xiai E,31h8Cn6: 1 i '� 2)1b,CRard}ir arcMwrn• Iandi,vi�maldlkei+rtdi.uFekt,aplshuupacnpx,aaufdyb�onchwdaah,QungamfasW) 11.+(F,r-q�Qfl llhawderrr,.7,M9/fA I. 1 3)A9.x1-1.11G ,C9'IfrikuMna�4d Ofrpkrchual2vzu,nxlagswivas;,aEidbyir:T¢aMelwfaaucprATH/fR 1-7A]2S n2.41 T 1 �Ir 4)Tnd:b+usmr. fagyhial'.mlammnmy Ald^@rsrMuvwvaluvwom�ulteRuiWn�l,a,mm4i.,endzq,6fanw,hfrResa'n9aa,u)•. / �Cl 5) .[� Ind.vuanl+tsalreraitl(C(R)req,ualatltiMnim(y3a,\nRwSnfCiRmuah:,h,Pnvi'dear^bbamf,vr2}N'6BQRBRA(.EFYalmaf.�<bRAcwddnpacil(eai,Kx>= IO' 6)lsdwhdy#rc+ 1Mh..•u1m MN'FlCSQ,ytrdig O `S701VAL ENG\�1\\\\\ 1 t47rICEAap�•9fhi:ds* 4nllefianeiadoh�wvaioraaaOcTlr ndhuniniiahv�'shiadml nai+eafdnyuianmesgyhl6gfeTw Mandao�an5rtde,�mlrxmaaq vdmmpLe+aznffehfmn,emsxfahlryl,eBuiiig BrianMB)mkly 11vp�aAyalmhida nd'r�uaspumi,fpofewularBimilgn�asd,drys,Hy faMamsumpaieade�9nunSet,eorcpagev,di,e'In,paaminfm,a hni`Gmealtle rygefaad?mreli,fama6nAlw,wnrPhesBulbe S—E,i&476051 mvad'aaaallrySm�e. rran�ylnchaoxadsnxwm,Fst•v62.am�o,xir�n�an•mu<r,,,,t�fx�xdruiPb�i;tom.�dhya=l�'wnd,;,ameaan la�u,a«suls;Wna,i,aoean'�,u�,lsra,be 2590N t:rcrol7ehFt Rn>;Fl34951 :. ------ -.-- -- is Southern Truss Companies, Inc. Truss: A2PrgxtNalne: 2590 N. kings Highway 2)95 Th.sDesigx - � SOUTHERN p1 Fort Pierce, Fl 34951 Date: &142018 2:25:15 PM l C4T�810ASohifiot9TM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pw: ION N•Erd n:20- 777.1 [alnld2] Matuial Dataha a 1565 Span) P fch Qry OHL 0H2 CANT' L CANIR PILES Spacing wGrATY 32 5/]2 1 0-0-0 0-M I-" 1-" 1 24in 1421ts 9 32-" 7-6-9 6-5-7 4-M 6-5-7 + 7-6-9 _ 7-6-9 14-M 18-0-0 24.5.7 32-0-0 5x5 - 5x5 - 4 12 5� 12 �5 3x4 / 3x4 \ N 5 2x101 2x10� a5x4 / 'I 1 1 5x4 \ 6 T11 10 9 8 7 1x4j 3x4- 3x4- 3x4- 1x4� 0-0-0 0-0-0 1-0 6-6-9 6-5-7 4-0-0 6-5-7 6-6-9 1-0-0 1 7-6-9 14-0-0 18-0-0 24-5-7 31.0-0 2 Loading General CS1 Sumlrlary Deflection L/ (loc) Allowed L-d (yf) BOBC.&: FBC2017/ TC: 084(1-2) V.04 03Sn LMS (10-111 L/180 TCL: 20 TPI I.2014 BC: 023(6.7) VMLL: 0166 L/M (6-7) L/240 TOOL: 7 R pMbrlmsux: N4 Wb: 090(2-10) FbRCIt a 3n 6 BCIL: 0 MIL: 125% G�PFa=,Km=20 B(23t: IO R,eORasPm>, ): (1:47,1.4,11) (21.12334X') (3004-9A) (4040.OA) (64-7,1-4,11.) (70033y0) (SO0j-SA) it 9b0.1-12D.1 I0,5'u- 3 I1"34M.) Reaction marary n T Combo BgVANi Manel RqdBt Wdh Ma,R.. M.Gv1W M.VAWLW M.Lwt Maxfluri I Y.(%1) 6is Cm Mm y 300n 66 Cu Maaxry ION,I,IS4bs 6 HRoI(Mh IL�- 1,1846s - -67S bs - -678bs S78Is 61% -673bs Ols Material ry Bracing Summary TC SP( g 7013)6C2r4 Tumci;x -%.fWo ftA .2-10ATb&&Wby0haa BC SP( w13)?22x4 BCM&,_ Sxd dvR6sat4-1APL i.&e by0has W. SP( 2012)4N4 Loads Siunary I)Thuauvhubaa forftedresdirnl0(dlnaxndrrd6.els.dpicdsdbad; 2)Thunn:katrm xdfora�faasotu:d tad;naoardai.hi9LE7-IO.Jttlefofawgterdfsil:ipa 160mphWi�vgEycan�fWyErckraLCalskfiy,Hwling(StSayR(f=If10J,O.ea1BNe I1zs36fix40$h= gPblFldZorieTncgKficadwboxas1ac11Y,3PI60,CC7<netVdhi6ft 3)M'n'mtm9,4.icburgnaaadantsahTBCT.b616011 hssn l—ppfid Member prees Sunnnary Tabu daLSMmbalgmax C9.maxavalfvo (mixmmp tmredQdfea¢fmm nauaxalfo� TC I-2 I 03M-%5021. 3-4 0-131 -I,6131s 5d W6 -2X2M 2-3 0780-18141s 45 (L. -1914bs BC 67 0.931 2,M bs (-;,WN)8-10 0757 Ib13ls (-WW) II-1 aml 2,,W1. 0X, 1.) 7-3 0.402 22606a (-1-Wh) 10.1I om I 22601s(-130260 13{b; 2-11 0.1'_4 3061s 4-10 0172 2-10 0.899 4314 bs 4S 0172 423bs (-192Is) 5-7 0.124 -Sins 4236x (-192Fs) 5-7 0.124 306h 1BJ`/l , 1ll(IVVIAII Notes \\\\\\\ 1)Th'adoip �b�a E7-10.,damzdbytrch77Fbx&B.?5,&Qd4 2)WCRerdKxz aiNKw+miardM�iemmldlkdvcduebFrMdplSfroupmnpa+caofddbwndaeDdad�d,mmpmiazD:AIL+(Kc-I)<�I rY.itaanrda�mshAT9/IR I. j �,VEA(& 3)Agixfrymnnlf.Cq=IAO,IzudmappndbM.pbc4zral•^^*+4�^vak�sasspslBdtb•I+eTnsMawfaomr{vA1�9/(PI I-20U2Smn 2A2 \ / \ / 4) t RenPcn'tP�^d S,Liada3dtg6fl �. h+sdcnMP47L5G�yhwri+g �/ PE 76051 O_RI I' �NAL NMCEAmpyofhn CL=�teAsrslmfune;aa�unvrofpofur#mlogivm5ys>>#jferMs�mmporeaddtovi3elteara•Nlpnite^ImM1 9nllhfian i.doiceenTmntaar.Thed nofhai�daihrelnay.i:bs.+dmdsenairb anircyuimniasgldstbyheTneuMare�mca�drtLsupm/ramaay endarripla�ofMidmmimssfr.hbyheAuiiiro minfomaurtiFGxaal11v3'InBefaaddBo IbfomiaemNmru�rph�9nlhe Brian M. Blealdy S—�47�1 awfaaaaibySin T'e('ompairy,Ironamadar�nStE92-2762./JmusmPlac5aic2DgduFev�ir£rdpbemei:fobuaflye:l8"wh[fibdi-esan l8�y)Kpba;ar'IS,whdtitda68Fi�visin lSpptyve 25y0NMcsHehFi H349j1 -I I Southern Truss Companies, Ine- Titlss: `� SOUTHERN 259UIJ kin LT wa �'' Y Nectlbmc: TriDSDCsi�er 2195 d3c TRUSS Fit Piece, FJ 34951 Date: NI411018 225:16PM c SD1�asTM COMPANIES (800) 232-0509 (772) 464-4J 60 (772) 318-0016 Fax Page: 1 Of) � Version 7,3.1 [Amk12J Menial Data a vergac IM5 Spanj Pitch Qty OHL OHR CANT' L CANf R PLIES Spacirg WG"CPLY 32 I 5 /12 1 0-0m 00-0 w 04" 1 24 in 13911Ys 32-" 7-6-9 i 6-5-7 44}0 6-5-7 7$9 _ 7-6-9 14-0-0 1�8-0 24-57 32-0-0 jx5 - 5x5 - 1x41 3x4- 3x4- 3x4- 1x41 B1G 0-04) 0-" 1 6.6-9 6.5-7 4-0-0 6-5-7 7S9 1 7-6-914-0-0 164)-0 24-5-7 32-0-0 Loading General CS1 Summary Deflection L/ (loc) Allowed Land (A Bk�,Cade: FBC2017/ Tc: 085(5.6) \hint 038n L1979 (10-11) L/I80 TCLL 20 TH1-2D14 BC: .OW 1-1) 1 3hlu-. al6b L/599 (11-I) Ll240 TCOL: 7 RpMbrl—: Y. Wlb: 090(2.10) fhzck a13n 6 Q1 B: (O UOL: 125 % Cr pfh r,Y-2D ]Reaction $ummary 3r T combo WBh Mavnl WBh M.R a M.Gw MaxRSid I Ph(V&U ' I 6u Gm -M4M 3Wb 1,184 bs - 673 bs 6 H"Cr—)', 1 Ish - 300u 1,194Fc - -678hs Material ummary Bracing -Summary TC SP(. 37t3)P2s4 TCB�adsg Sb t da PUrf at2,%AR f.,Wpby0h- BC S1( 2013)P22x4 BCH—r- ShashnlmPaft 4-1A%fndegnbyCdwm ' W@n "( 3112)A3?x4 Loads Su nary 1)Th-snealasb- � . fmixdTnsdenl0p4bobxndodi badpindad Wd: 2)1-hi;—h.ban fcrh� olwid �dinam�rth :f.49LF.7•IOwhfKfokrv�uerdlrtd ipc 160rty+hu4nagE<pttveC,TidjE(LbleiipF3udTngCv�wyli(IaIDOj,GaalBgg D'na36flx40t(h- B,1,b&d2meTns 6kitic.dadiaxa&.LDa,16D,LCZa Wdh3bfl 3)M'n'msxn baMgnannrdas ifirBCTali1607.1 k m1—.X d Member P rces Summary TabYid'auM=b&TTAm3xC4,nw anhlfore; mp.f=WdOTa fmmm -'aIfdc4 TC 1-2 0336 -%502 - 0537 5-6 0346 .2,511 b 2-3 0.7n-13146s 4-5 9 -t(16 346 BC 67 0301 2,239 bs (-IX3 hs) SIO 0 Ib13ft (S63ts) II-1 0MI 2;Wbs (-I j60757 7-3 0301 22596s (-1353W 1611 0331 "Wbs (4-Wb0 Wibs 2-II a124 306bs 3-10 0172 423 be (4901x) 5-8 om .814 bs 2-10 0899 -814 bs 4-8 0.171 422 bs (-193bs) 5.7 0.126 309b, Thm-to- Connections sSOmmary Iva= -678bs Ohs M=B� CE � ! PE 76051 0RI�;��i�� /Ili; s 01NA iL SV' \\\\ Tiilss: A3 Southern Truss Companies, Inc. SOUTFIERN 2590 N. king IEE)iway rf3 >aror, 2195 TRUSS FWPierce, F13495) Date: N14MI8 2.15:16PM couppo SoluliclIFM �4hAPAN 1ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: I Of I Vmsk n: 17.7.1 [Blnld 2] MaLrialQa f 5ersic c J565 S 11 Pitch Qty 0M OHR CANrL CANPR WIN Spacing War/PLY 32 I 5 /12 1 0-0-0 0-0-0 1-N I-H 1 24 u7 14811n 324)-0 6-5-3MI3 8-0-0 5.6-13 6-5-36-5.3 12-0-0 20 M 25-0-13 324-0 5x8 \ 5x6 HS 18 - 3 4 12 12 5F— 15 3x4 / 3x4 \ 5 4.2x101 2x101 5x4 / 1 I Sx4 \ 6 -T191 11 10 9 8 7 lx41 30- 3x4- 3x4- 1x4J 0-0-0 0-0-0 1 '', 5.5.3 5-6-13 8-0-0 1.O'iO 6-5-3 124)-0 20-M 25-6-13 31-0-0 2 Loading General (SI Summary Deflection L/ (loe) Allowed t.d 0�1) BdgCme: bBc23l7jTC: OSI(4.5) 354a1: 0.41b, L/949 (&9) WISD TQ,L; 20 Tli 1-2014 BC: 0.76(11-1) VA.L• 016h L/999 9 LIM TCOL: 7 NpMbd.s : hs vAb: 0.AS(.5S) H-Ml 013n 6 BClL: 0 DQL: 125 % Cr %",,Y-20 BCDL: 10 PbxOB:ffi(lnt0s (14-7,14,11.') (2:1-112) (3fF44-I I,R) (4:1-12,3-8J1.) (5:1-12}Ij2) (Qd7,I-4,11.) (70A3-M (SMti-.�0.) I-12m nQ1-1234D1 n10 o33903 Reaction umxnary 2r T Combo \AH' mmid RqdBrgW±h MaxRoa M-Crev M-%dLtM M.1wMaxltxa 1 Ifi(N51) I 6n Co M—Uy 303h 1,184 bs - •673bs •678bs -52 bs 6 RRd(1Wf��uxmnary I 6h Ca M—y 3006 I,ISdbs - •6786; •678bs OhlMaterial Rraclng-Sumr9 TC S'('2013)It22c4 TCBadg 3w�dnlorAni sa�i-0QAnitdea�byQlvrs BC 9'( 2113)P;,.4 Bc&eur- Snsf dwFa5sat"-O,Badnd-;pby0t— wbs S'( 2012)F N4 Loads S ry 1)Th'sn ahshm forMfll�dueo lOp4bwndiordS.eMdpindad� 2)Thaneslnshm'- forha0'xofund lmm�aanrdanc.�A9�7-IO.�fefob.�gs�a�iM:qu[I60mphulimpEynaac�Fuy&.i�(GbylfRBuitrsBCaq,+ayi1 (1=IDO),QealBgg Um36fix40fth= fttUEndI160,CCZ—Wdh35R 3)Mhm,an '•had-ngita®sl—ifi1BCTabr 1607.1 tnsmb.appS:d Member I orces Summary 7Abbad.QM..b�Io•CSL— ..lf—lr&fr--r— —W Tc 1.2 0597 -253U bs 3-4 OB09-1S756s S6 0596-2j50bs it 2-3 OSII -2D18 bs 4.5 OS12 18bs BC 6-7 Q763 2j1165 (1432b067 240 11-1 0.763 2,3111(4431 bs).7-8 111 759 -f s 431 bs 1 13Bs 2-II 0094 230 bs 4-10 0119 240bs (-739hs) 5-7 0.094 231 bs 11 53 74� (-926) 4450.45 3.10 OAS4 b(-I13s) \\\\\vM�34 NDtes:\,\GEIV, i \� E7-10am 1)ThKdeP�m'sba¢dlh537FtilBifCM 2)VACRaMFioa an:hewrelanlhxi�mbldl1.wsduebSxFadplskaapmmpmenofddtnmdum8ad tad,ampmlasl iL+(KQ-I)�Bdl lliia�tda�s¢.sJtATSRR 3)Aq-%, nif ��CymIAD'haslmtapp[alnhephebQalndarwsrieL'+nwb�ax�ofudbfheTtusManE4ttmpaA137R5RP11-2002° ' n242 r PE 76051 \ 518 � gas !� �mslr�a:u(QA)repuudattlxluamn(s)JwnnRoisofC[-Rmuahzda{mdJdngmaHt.'aml,se6W'�RBRA(]: FarelrteiuesnCl3teandd gotwlhvgns -� D .INiRCF_ 1 — 6,1:wdu:dt3:40 �. ht im1.1WFRSfhybnJna .r r A OR. i N7IICF.Aarn,•oftltn fialbefimil�dbheunSsnsNm.arihrksenofhnnln•:iwltusi:haadrndsnsirenndtu}irenotscrpcltry•IrTniaMamfautca�dre4aymframcdg•anlamplvmoftrenfomnuns3fahbykBu3lig Brian M.Bleakly tk�cA;ulanhi:d�arig:S esas{onsofpmf wulmg.mi�t�as7dry:utij•forhnn5a�gr�mnSign4wn4sMmv{ugeuiltK"Im(uavinfomrauonRCmealTlts{n8efanddntalhfomu�n.Almrvmxptttesdalhe lSProOcpLe S—E,�47605I rtetufannuf(ySmpsonSsu�T'i•Gmpang(tihasydarmu6iE92-2762.AOammo'pbnam�bavBCwygls�eitidp5es¢esfoFrwilya =13-whtltid'ae ISppugephKarStllS,wh3titdmaalighvtdxt 25�N3M¢cFSfiR R3S951 Southern Truss Companies, Inc Truss: A3A SOUTHERN 2590 N. kin l-Th€� Y wa `� Prdje, 4rne: Truss Deigrxr. 2195 4Q)c Fat Pierce, F134951 Date: &140)8 225:17PNI b SOhltianTx4russ COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: ION 7.7.1 [Bold 2] ase vl rsim 1565 Pitc17 Qty OHL MR CANfL CANCR PUB Spacing WGTIPLY 5 /12 1 04M 00-0 )-0-0 0" 1 24 in 1451bs 32-" 65-3 13 8-0-0 5-6-13 65-3 � 6.5-3 12-0-0 20-M 7 32-M 5x91 5x6 HS 18 - 1 x4 3x7 - 3x4 - 3x4 - lx4 l BIG 0-" 1-0 5-5-3 54r13 &" 5-Cr13 6S3 1-0-0 12-0-0 20-M 25�&-13 32-M Loading General (N Summary Deflection L/ (loc) Allowed Load I(pd) BltCodv: FBC20171 TC: O31(2-3) VAM, 0.41b L/895 9 L/IAO TCL: 20 TH 1.2014 BC: 0.76(11.1) V.U-- Q16h L/999 9 L/240 TCR.: 7 l4pMbrrnoeu:: YM va: 0.47(2-10) R.00. OL 3b 6 BOLL! 0 nOL: 125 % O.P%B Ka-20 BCQ.: 10 PueORsm(Lx7CtArvek (1:0.14.11.) (2:1-123-17'-) (30-*3,78.) (4:1-143ap.) (sa-1231Jz) (e44.1-9A) (7",3�) (gDAMA) I )F(VA 1 6h Ca Ma-q 300h 1,184 bs -67sbv -678bv 52bs 6 H W(rll I Uh - 3D0h 1,194 bs - -6M bs -678 by Obs Material ry Bracing Summary TC 9P( w3)k22a4 TCBaft 9iahilahui—t2-10APkrfnde nby0ha5 BC SP 2013)622a4 BCB—, s.•ar darhac sa144- RA d!�pMOhes N8s 9'(. 2012)032x4 Loads S ry I)Th.—hubm, '' fixhdfaxd�elOpslbotxndrrdFelndplshad ked; 2)Thi:.W .ban roarer orWhdmdaha�danm�iJS>:7-loW�er•roa..:s�dd-.,a4hj.a 16ompnwimeE.p».eCrdyr- O,bL4�.>3vaf:�g�exoyn(t�lm>,o�aaBug s36nx40n,h-2 ft)NhxEdzmern�rrs�d&.b ,b dD0L Ib0,OC7mwm3,5e 3)M'nnuvn IuI:badnghamd3m�.hIBCTabk1607.1 hasndhmaPprd Member brces Summary TahLld a�Mmb�IgmaxC9,mm axelfo q(nuxmnp fo reEdATamfiom mexax d(o aj TC I-2 05% -2j50W 34 0809 -IL5bs 56 OfD7 -2j59 bs 2.3 081I-2DI8bv 4.5 Oslo -2018M BC 6-7 0.736 23101c (-1,420h) 140 (L07 1,42411 (-IA>-21x:) 11.1 0.763 2311 bs (4,4296s) 7-8 0754 2310bs-1.420hs1 10.11 Q760 23116s -1 29bs V.tls 2-11 0.014 2vh 4.10 0119 240bs (-239 bs) S7 01M 2341. 2-10 Q473 -3841n 4-3 0.184 452Is (-916s) \\\ I(/{ 3-10' Q184 453 Lc (412bs)58 0.475 -584� \\\\\\4�N M 13 Truss to- Connections Summary �r11 ` Cart dT us Qnybl¢Tn�rym. �\�10E/1/St�� TT1l n3.n Blc 10-74 27od� \ / Nam PE 76051 hi:�F: I)Tbaad E7•IOrt� mdgarHl7Flxila Bv�hgcu& I 1 2)VACRa,dlir4 areManaland h«vmuldikn cmrufuelradpYehvapmmporuvofdllbimdu bdmdi,vd,am(uNazQN LL+(F:Q-1)x011 �ams&rim.7hA1S1/fP11. 1 3)/xWrryoxwlr �,C9=Ip),hazhana�inlbbepl ubv lraivawl�azspmlidq arTnrsManffinmprAT91rA I-3XRSnon242 4)Tnzo+oa+a.nnstogm�6�I:re1x���yNaga�dvwmxalu.x.�nsaettT.wddbaalnaaxamaPrr�aaahieBavusarany. 6)t1TMdcaq 6) 6� maa� xvnahb-alr�abv(RR)mp,iMaJabavrr(s)shwnRrMsarOJtrmxG dapaxtjd'ngaplytraml.ssDWF}3Cf•RBRACEFrrabiperabC[Rsandd'agrsalhamv,� _—r0 `IG14% 71Lbu1WWMFfl � bnvdmM%%TRSQ,yWd . /// �s �4 sONAL ENG�\\��\ hYJ17CF./mpyofm'sd�dn�lalhfimndinib4.-e�nmxaar.7l,oflaivG�4alsuaubx.�taidDZmatieuaningdmmengytafq•4xTruoMuuf wsaMnS.cigrn tramvag•ardmrydeiesofAehf �,scromq•ka,ahg BrianM BIMWy D�jvAsalmti'sda"v'gid'i-elssar�rnnivfpofaranl.r>srvirg �?rsd.�rys�•fuf�enecevnpniu�"mdiwn5rhemur{e};<aMlk'Implvarvinfmma»RCarua111>B'�gtRradd'¢mlhfmruimAl¢xur>a�9ralbe ��;0�1 mvwfa�vadMSmpron mg-r�Cnmpnyirouamrd:nnrsA,E4t•2762.AIaxmmorphr4are�piQtwlxdtymfaipbewenfu6�Wd(ya=19'Whiiiid'me;an lggaugapt+grrStllS,Whifi ntiaaahgha�nl3},anbephe 23gOTy Kn�IFehhfCr�fl3t951 : A4 Southern Truss Companies, Inc. rOjeLllvme: 2195 ro Pject 2590 N. king3 Hg iway SOUTHERN Tna,L Fort Pierce, Fl 34951 Dale: 6'14L'018 2:5:18PM C,nyo a � Sol >tiasTM —A7 CAI iFlSfY lEg (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 of I � n:. A [BuUd21 Ma(erial Dahese vcrion: ] SCiS S Pitch Qty OHL OHR CANCL CANER PILES Spacing WGITLY 32 5 /12 1 040 0-0-0 1-0-0 1-0-0 1 24 in 1471W 32-0-0 5.7-12 6-0-0 6-0-0 4-4-0 1 5.7-12 5-7-12 10-0-0 16-M 22-0-0 26-4- 4 32-" 4x6- 1x41 4x6- 12 3 4 5 12 �5 T 5� 1x4\ 6 Ztx4/ 2x101 2x101 �j 5x4 /' 1 1 n 57) T10 B B I Ili Ali 3x4 - 5x7 - 3x4 - 0-0-0 0-0-0 1-0 6-M 9-0-0 1-M 1-0A 10-0-0 1fr0-0 22-0-0 31-0-0 2 Loading General (A Summary Deflection U (loc) Allowed Load (Pei) Bt C.&: FBC2017/ TC: 066(1-2) vhat 048h Ln32 (7-8) L/180 20 TIT I-2014 BC: 098(/S) VMLI: 0.18h L1999 9 L/240 TC(.L: TCLL: 7 RcpMhrlre le PBI: 030(5.9) Ca1/OHT7- NITY 2L/999 (7-7) 2L/120 2L/O 3L/0 BOLL: 0 DOL: 12596 C.191 IL• On BQL: 10 H-M 0.13i, 7 ITix:OB'sa(J�xa, k (li7,l-0,I1.) (!UO}•13%Sa (3:1-17�-8fA) (44038,9D.) (5:1-1234M (604,1-1-Vi) (7.4-7,14,11.) (804>V) (904250.) (1043SDJ Reaction I ry Jr T. I B Gxnho Vft Mavbl 1115h M-Md M.C— fot M.W d Max M.Tbiz I Ffi(Rbo) 1 6i1 C..sMaaxxy 3D)'n I,1841s - -678b -6786s 43 bs 300n 1,184hs - •678bs ft Obs 7 HRoI(Wnq I 6h Cx Maury Material Bra Summary ty4 IMDF & TC ( 3) TCB s Ra0-114),Rxind-gnby0hzt Bc SP(F2013):1,4 BCBmdw .9.1w lkbs 5r(. 2012)tBh4 Loads S— ry I)This—hsl �' f t dF-deb10pgbn daxdFxlsdplsd�dbda 2)TM—s nbmi ''.nm forMa}Ii�ofwid 6aAna®darmwhS9�7-IO�al�lxfoMai o�mdfmlipt 160mphNinaKEx(q,�reC,Ruj'Fniva�ChbLiFp.Badi�BCa�cryn(1=IDO),Ona1B11g Di-36fix40Rh=2,�fSlixFnd?anT zAN64 d.&b—dmiDO-160,OC7—Wdh36fr 3)Mi,h-- ksfthn xdmmW+IBCTabk1607.IWa b-appid Membera� - Summary TaNadiarsMmdn R�maxL4,mazaxulfo v(maamnipcfa¢dd mfmmmaxazalfxaj TC 1.2 0,556-2j371n 3-4 0619 -2,MN Sd 0.%4 -2X2 bs 1 b3 0364-22021x 4-5 0.619 .22886s 6.7 0656-2537bs (-1.132Is1 96s 8-9 Q419 bs 0.1 0982 23 (-15216;) t I J 11Bs 2-10 366s 6-8 0219 -395 bs rim �Q,� GLENS N�'� 1)-W.da*nibaaid E7-IOas�d'amvlbjhe2017Fb i.Wkrn8�= \ / \ / 2)Nb CRa�dF7i. a�eirwialaldMi¢armldAd—.bKebadplahm�ampanuofddl•mnd�eodadknd,mmp�asOdl lL+(ICa-1)xLbI D[ilaonrdam�d�Ai.SI/fA 1. \ t /_ 3)Aq.iynxmolfaval�as�mf�byheTtu¢MarufanxcpaN9/fA 1-2 S-bn242 PE 76051 .W'IDD,hazhmapp6dblrphehealieix+m 4)Rovdradagla pg upnxWpmdiig Jxid�Bt 5)F�IFusdonMWFlf_SOi11•Mdng ! 1 _ ORI_ i I tY)17CEAm{q'ofhi;, Ihefian oiKaeiaiunreaxTlaxl�nofhi::ain:t mlruv:Kta.+dmd_vmuianmd �rormsaT�pEdbplrTnexMamd�sandniso;.nlraauacy a�dsmpl,a�sofhenfmmion�foAllpt¢Bu3):% Bf1311i LI31cakly D aaAaalonh'sda�� fd'alsaagxensofprof nlagiminemq-a.sbFiymtfJ•faltinscampcmnA�n9+a+nSa:lna+w pamndle"Impaswl�d'mroen&Ce�ealllxs"pag:foraddm�ulhfarrta6nAloxexarpSndulM 5—Emn6051 nnimfaamadbySmpsn T@QnyarT;In;nasYda�uE,F-'R-2762.Naxuxnrpbecamh)pw{v�L•alc• .ddpb&:Simbfij wby-=IT'-ba id--- 18Pggpbgm'SI IS;whihhf m lighuidn 18pAugrpbe 2590XKkzI hRRrsFlL951 1' Southern Truss Companies, Inc. Prorojea ASG ettName: 2195 SOUTHE N 2590N. kingsHieiway TrtssD—%*)et: ft TRUSS Fort Pierce, F134951 Date: 6/14 018 2`15:19 P.Ivt Canpon a t Sol modrm 800)132-0509 (772) 4644160 (772) 318-0016 Fax Pagp: 1 of 2 11� "kral-ANIES �crvaL �7.7.1 [Blind 21 ldau:rial Da 5e v zsica 1565 S Pitch Qty OHL ORR CANfL CANTR PUES Spac'ntg W(T/P).Y 'I 32 s nz 1 (wo aao ]�w 1 uo 1 ill 12 15611n 32-0-0 4-" 53-0s4-0 5-4-0 4.6-0 8-0-0' 13�-0 18$-0 24-0-0 27�'r0 32-0-0 Sx8 HS 18 J 5x4 - 5x7 - 5x6 HS 181 3;g- 3x4- 5x8 HS 18- 1x41 3x9- CJ8 JB J8 DU J8 J8 JB ® J8C.18 J8 0-" 3x4 - 21 -0-0� 7-0-0 5-0-0 5-0-0 5.4-0 1 7-M --�1-0-0 !71-0-0 8-0-0 24-" 31-0-0 32:0I Loading 1 General (SI Summary Deflection L/ (loc) Allowed Lmd (pi) ftGDde: MOM/ TC: 091(4-5) V X 09n LJ3% (10-11) LI180 TOLL: 20 TRI-2014 BC: 068(1042) V.U-. 0396 L/903 II L240 TCLS.: 7 R¢Mhrimmx: Too N1b: 057(69) H-CR 0276 8 BOLL: a not-: 125 % cmpp�,Y.^2.0 BCEL, m.•rw-n.,X to 1: (I:II-13.1-222) (2"3-IV4 (30 -03) ' ) (4:1-1234A) (504D34A) (6"4 ,3 ) (7"0-13Z4.) (8:11-13,1-2,22) Reaction Jr T ry Cants KUh M._lp4Eewm M. M4 MaxOav M.V"Lw M.1w M. 1 66 Ca Mawr y 3D0h Massy 300b I lia(�•69Lary 2j12N --1327bs-1327bs 1714 Z23bs --1323bs-1328bs Obs FTRd(tWq 66 Co Bra SununaTMateriI,(��4 g TCB,a 9mWwnrysBaa-3on.);,�bya� ec s,( .13)..4 BCB— shm4 darArisat2 1-0t)x1nd� byOhas 1V5s sr(. 2'li•2012)I(32i4 ry Loads SuPLi,..,da—iATBCT.bL-1607.11.smb- I)Tha.,,Y:hubet.Tl dwb)Opdbo dwdiwbadplsdodl� 2)Th—h.l Mi,edihsorw;d luad;bas da 7-1o, 4,�rowa:,s�,lrr d:Pa 16ompnw:aatEv� >uN*vtca66+iv.ln,a�seb�vynp=Im>.o.san 11ms36ftx4 AhM72 .T�Nen ,d�m�aiDCL-I �o,ce2�wdh3.6a 3)M:imm¢•ra ppEd Load Case IrlkStd Irve Lced Point' Mark H Town DIi. Lmd 7tb)10h TopOd Sb0 D— 531s mOd S866s Tapad 8012 Dol- 11166s 246 B.Cd S4.2 D.. 26246 7bpod 10412 bn 116bs 24h _M—�.I'L%3f 4 mod 0412 2bs 24h TO12412 Iry116bs 246 B O,d 1242 nn 12bs 24➢ _XGE 14412 1]wn I16s 24h dr TqOd /j \ / mad 14412 ❑rn 12bs 246 TopOd 16412 Limn 116W 24b PE 76051 \ Bead 16412 D-12bs 24b mrod 11-114 D1. 116b: 24b 1 1 mad 17-11-4 D— 12M 24n I I Tapes 19-III4 fbwn 116hs 24n r� f mOd 19-114 Ooun 12bs 24u .(( TcpCd 21.11-4 D— 116)s 24 i, m24 Od 21.114 D—t2bs 24n TopCd 23-II4 D— 116 bs 24h mod 23414 own 121s 24b // �� OR Ili; �ONAL 7TiCE�mpyofd,a Jn)lefidaln/>_w�nmtenr.Thedmofl,i;nfn4ha31rusi:lmfandci<nuveandmlu:euncap+tdq•hcTruaMaiufaacardr,4ml,eanm�g•ardaompls�e ofhenfunaion:afor4q•InBntGx BrianM Bleakly vn9 amhRaa a ao; , orp or r l �.n; s ems �r r�hc„m m n �.Mn e4 om�rn ndtr 7,np mmtnron aurscxmalw� I��ro addo�r ra mm wm au pb� ero se n&�#M 1 axda�dby��ugreCom�gi ba®m�a,ml-n62.nemr.x.pn�aamnLutr�apl�xsra,Haq•a=lcwnd:d�caals u�phQ«srls.Wnard��an�auls�aple 259or1h:mt�x_)1reFla9;1-- Tn1ss: A6 Southern Truss Companies, Jnc. Pmjed Dame: 2195 2590 N. kings FlighwaY ThmDesiq= d,,; SOUTNEAN Fort Pierce, F134951 Date: 6114018 215:19PM SD1Bl1(:15TM TRUSS CQMPAN FES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10 1 ni Al [B1n1i2j se xelvou: 1565 Pitcb Q(y OHL OHR CAINCL CANER PUES Spacing VVGT/PLY 5/12 1 00o IuLO 1-0-0 aoo 1 24in 1581ts 32-M —� 535 48-11 5-10-0 5-10-0 5-10-0 4-" 13-5 10�0 15-10-0 21-8-0 27-6-0 32-0-0 51 t AxA- 3x4- 3x4- 3x4- 5x5- 12 1x4 j 3x7 - 3x4 - 3x4 - IL T T 9 3.5x8 - 1.5x5 1 B-1 0-0-0 1 4-35 1 4-8-11 8-9-0 8.9-0 1 5.3-5 General 10-0-0 CS[Summary 18-9-0 Deflection L/ 27-6-0 32-0-0 (lop) Allowed Loading Lmd (Id) BBgcado: FK20171 TC: O58(4.6) WIL• 0.41 i1 L/890 (12-I3) LASS MILL: 20 TH 1.2014 BC: IDD(I I-13) NbtLL• (15h L/999 (ILI3) L240 TCCL: 7 R Pmt"—: Y. Wb: 052(8-10) Tb7at 0.11 n 9 BaL: 0 tsaL: 125% O,VFh..; .-20 10 (6043u) (7D0.3 q (83E2-5$2) Reaction SIM" 7r T �.� Cnnln Wfh Mab01 WM MaxlLaa MaxGac M.VkW Max MaxHxa I Yn()WI) 1 6h C«xntM vmy 3Wh I,179bs - -670ba .6706s 1466s 9 }Biol(r�uas) I ISh - 300n IJ89 bs - L%bs -&67s Oft Materialngry Bra Summary TC (�TCB&9.rd«A BC 8P( 2013_)"N4 BcBft 9-fw Wbn .2 a�2�(),�d�ahrCha: Loads S 1 ry 1)Thubcslnast— f«h^MaBA� bIOpdbo dnxd Nebdpk k d6adx , 2)7hkausabssbun t«4ndfaaMvidlvd;bamdarimhl9�7-lo,a,hnro�,a�g adr>�IQa16om�,w�eExp�u C�wEw�iG,w�}f�,>gca�ayn(r�lm).aeaaBBg Dr.36fix40fi,h- WF dza T,.ANkdwd,*—O. iDM,160,CCZ—NVdh36ft 3)kfi; a9,rgra i dngnamrd—,Jh1BCTbi:1607.Ihasndan bappid Memberrces$umrmry Tb@i dra�Mmlcit�maxC9,maxaxalfaq(maxmrt�.tu¢dddfava6vnmaxaxelfa� TC 1 0514 -2,M bs 3� 03M -i$SI bs 6-7 0522 -1,131 bs 2-3 0570-2.176bs 4-6 0579-2-1696a 73 0321-1253bs BC 9-10 0.454 011-13 0998 2,249b, (-.albs) 14-1 a696 2365 bs (-IbQbs) 10.11 ba 0935 1960bs 4313M) 1314 0.796 736i bs -1 (Albs) / Wb; 2-4 0.067 164 to 4-il 0.127 242h (-217bs) 8-10 0518 1j75 bs (4346a1 2-13 0276 5261. 6-11 0178 43Sbs (-IO3bs) 3-9 0313 -I,161 bs \\\\\ \ ` ,S_�� 313 0214 526ba (-730bs) 6.10 0368-IJll21x `� 14-13 � a435 4126s 7.1a alai 267b; (.46a) P _ Thins -to- Connections Summary ID C.IWTn Q-,ih_Tmss C.&Motfz Aart \ / 4$' \ / TT12 A6 BIG 12-74 270 °� PE 76051 Notes I)-W.d,*nb SCE7-10aardaw.ibyleD717F7ri1a BukingCn, 21W CR.MHrz artlKvasalanlhorcvmlddlivnAiebHelsdpiatxa�,vmpuxruofddlvmduebdmd axnpmlasAil LL+(Irv-I)xR(I LXi�eaadam„4i.4)SI/f171. ,�,� A ! 31Aq.hy.ncRfa Cq^IlCl,hashmappElbhephebealnsa�no,da8iwt�asgr.�dbyNeTrusMandamvpcN911'PI I-20(RSaim242 4)Tnnra.xua srugl:„:,�Myax,�r«o+,.�w,alga.,ltrp�mab.ant,�bxae>maaaasg�ras:,+rR®o;x,sa,+�ar. i �j S)AwiY.�ArpwbAa geopcw4Pon6i1P- 6) 14a�,na.,ashbah�a:a(euc)nzladalhetxxax4s)�anRn.,xoraxm,eabp�aagonatytr:wd:�nwmelxBRAf>: r-«a�,ro6.xba-Rsanamgo.Mlbaaac.,>: j �.(� n �`�<ORIQr: 7)I,ex�dwi,dsgsifi �na.dmMwF7tsa,y4tx,ahg �� l�s N(7110EAn;yafhe 9a11rfimii7alnfrenfiriuxaaar.TFeM n�dha'�..4ialn,aKla¢dmeL nvir:sa lreruare�ai{pE+Ib7heTnnxMandaarsandrdessgiml¢amnagardmupLe� ofienfmm6nssfvfttryheAwll:g BrianM. BIMMY 7zna� h„eamaWr.s�saorpmt«ae1�g1. rgm7., ia�.aaayralx n�ma po a 1a�, sskmw wgrJ�+1 c I� pa: mlaram,o«sen dwprrog<r«addo,: fnr mnrcx wm n� ph�sn tr so aErkr-476051 rtumdaaadby5npango�e-TeGm{nm;Ircnamxdar suisE3t-2762.AImn�phtsare�ppuggvilBte�x£',dph� sfol,aeltya'-IS'whii�bdn�san lggaygephC«'S913,w+;.fi idoesali�ee�,l8g+s�e{0..c 2590)yl ies}f�AAmfl34951 Southern Truss Companies, Inc. Truss: A7G 2590N.1drI ighway > djw1,bme: 22195 SOUTHEiRt1E TRUSS Fort Pierce, F134951 Date: M42015 205.20PM ��4Solllti, n'- . . COMR4 y lES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax �: 1 of 2 Dn, vas xx 2 r771 [Blald 21 Atrial Qa - >r- vcrsoo: 1565 Spa Pilch Qy OBI. ()BR CANCL CANER PLIB Spacing 'X f,?LY 32 5 /12 1 040 040 1-00 000 1 12 in 171 Pis 32-0-0 4-" 3-" 54-8 5-0-8 513A 1 I - 5-0-8 2.6-0 �4-6-0 "_0 13-4-8 18-9-0 241-8 29-6-0 32-00 6x 5x8 HS 18 - 5x6 HS 181 5x4 - 5x4 - 5x5 - 12 4x12 HS 18 75 10 4 - Sx8 HIS 18 - 3x5 - 5x6 - 6x6 - 3x5 i 3;; - 3. CJ8J8 J8 J8 JS J8 J8 JB J8 JB J8 Qjj J81 B1G 0-0-0 0-" -O-Q 7-" 5-4-8 2 110 8-0-0 � 9-0 - 29-00-0-0 Loam General (SI Summary Deflection L/ (loc) Allowed Load (pan Bdgco&: FBC20171 TC: 0-%(5-7) VI Wh L/432 (13-14) L118D TCIL: 20 TPI 1.2014 BC: 066(1116) 1htLL• 036n L/999 (14-15) L/240 TCOL: 7 P pN%rl— Mb 1Vb: 099(9-I l) F -M, 021 n 10 BOL: 0 DOL: 125 % O»pFamrk'a=2A BCCI: 10 1%eoTmp (I;11-13,1-2]2) (2D-0313�4) (340341,I IJ (4:1-17ytA) (s:l-12j-0A) (6D02-$0) (7:1-123-4A1 M.13 W2A) IIII f43-0}090.1 (I01-173-090.1 (114033J1) (I?:I-1238A3 (13:1-123-80J (14402$JA (IS:I-17330.) (16:1-12330.) Reaction S mmary Yr T. C—bo NAM Maarid p4BMWM Mamma MaxOav M.V" Max Ma H,& I -(-4 1 6b Clo—Ma".y 31)0n 2.166bs - -1,294hs -1,294M 75 is 10 HRoIcr—) I Isn - 3kob 2Am - -Ij15h, -I515bs Ohs Material Smmnrary Bracing-Summary- TC SP(, k&2AI3)552<4 TCBndgr, 3rsidlmPA-2-341Lind.�pby0h. BC SP(. 2013)SS24 BCBm6v 61ra1vdorlirGsat2�0,ArildagnbyOhes 1iBs 5P(2112)422c4 aap[ 6I2 �( 7D13)ir2h4 Loads Sufry Iw�nw:naeEwo�n�CrwNF,dndcnb�p.Butn+s��ayn n� tm),o�aalBag 3)Mii—u agcdilbad:gnamda—,*f TBCTabkl6(17.1hundb-arOd Load Case Lrl: Std Live Load Point Loads T cp Manbc TapChd L=fon 30-0 l5uim Dw Itsd 531s TrbNNb \PPP\N1 BdOd Tapod W04 S40 8412 3412 loan Oow1 Dav1 I851s 116 is 121s 24n 24n `// Illl(1VVV,g111 134 TopCd 10412 131 116bs 24b \\\\\\ BaCd 10412 DNn 12hs 1161s 24b 24n \\ / \►10E"'S ` // RpOd 12412 Dwn 12h 24b BaOd Tcpad BntO1d 12412 14412 14412 Dwn Dave Dwn 116ts 12ts 24n 24 i, ` i - PE 76051 Tg10d 16412 Dwn 116bs 12hs 24n 24n _ , 1 1 H.0 d TaPOd BaOd 16412 18412 12 D— D— Do'.12ha 116W 24n 24i, TopOd BaC d Topc,d M& 7110-12 26412 224D-12 Ravi Daa1 D 1161s 121s 116bs 24n 24n 24n / _I \ O,\ \ r �Chd T od 2412 24412 Dw D1w 16 116E 24n 24n � OR I axod TnpOd 24412 2LQ 12 r— rx— 12 h: 116hs 24n Nil /S ONAL B.0 d ThpChd 26412 23412 Dnws D-1161s 12 N 24 n 24n E \ Band 23412 Daw1 12h: 24n 111I I I •` TipOd 30412 rb— I16ts 24n 13aOd 30412 Dav1 12W 24n _. 1•Dililmpo•nfb'sd ialhefumil1a1o1>Lv tinoxnaaT.TtedeE,nofla:i�i ihnlns;uhv dmd�natreardnquiamc;cpplalbyfeTlua-Mamlraa�an]nis1pn11wruuy erdaxnplalsoflnilfa+m(msl farhbyl Mil{y BrianNt Blealdy DgTeAmlmb'sdaw' id'reasasq�rnofpiots+amlmim:gre.WarsiaN�Uy'forhn»anqromnd��ndgwnScirmle{egeadfr'lmpawulnf ranSCcnaIFF�'lsgcforatld'ivolntoms&nAlammrph�sSnlbe V malufamdby5nlpan 1rTitprgnrp;ln;naeadanxwilE4t-2762./Jmamfhlsais]DyewelmL�f£ulphtsae'sfokwulb4•s =1S'whih ialolsen l3gaugepl+gar9YlS,wh'fi ii6crea hghecin l3�45�cpbe��1 2590FI};.1�}Ed�R I4mfl34951 owill h / 3T yJ yF V f•1 _\ //.- V-- LO �\\co 5i N I U ~ W I 11_Gn/ I J— Q LOL•/ �ZZ = E C4 VI h At HIM v b Ga a� o� o Od 1912 HH 19 :q.q� R1 i BYE � O Y1�i�'6� y�RR�RRRRRRR�RR Ally�inrvnrvNNn�irvn � ��� rvrvNrvrvNrvNrvNNNNrvNNnnnrvrvrvNry �rvg ��� .B�`�14YJ9YYL1414191515191914PEJS�199$�14 gm � �.: t�B�d������SBBS8���86������� �S9S9�G14�,�,6 �• <aa<a«aa<aaam 52� � �,� • ,.. Le d gd ekWeici�I�etR"t¢tq< _ ��H • ��kkkkkkkkkkkkkk �4g�+� �5��&�gg�B�Bgg�B&�gg�&g��BB� �, ����®� Truss: BIG Southern Truss Companies, Inc SOUTHERN 2590 N. king ggb-bay Project Name: TntoD�,er. 2195 &r. f Iolimoi'�TM Fort Piero; F134951 Dale: S.11 PM t ° i11722011"A7.1 C. GFRPAN IES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: 1 otz %bsio t: PlAd 2] Mate ial ve,aiac i5E5 Spin Pitch Qiy OHL ONR CANrL CANtR PL1FS Spacing WGT/PLY 22-M 5 /12 1 04W 040 1- 0 1110 2 12 in 120 Rs 22-e-o 3-84 _ 4-9-9 Er3-0 r 5.3-0 8-114 13-8-13 17-5-0 22-8-0 Y 6x6 HS 18 / 3x5 - 4x12 - 5x6 HS 18 - 12 5x7 1 47 1 6x8 HS 18'- 2.Sx7 I 4x8 - A1A I A1A A17A F— -A A6 A77G 0-0-0 1-0-0 4-3-0 4-9-9 0-0-0 343-3 4-3-0 1-0-0 5-3-0 General 8-11.4 CS1 Summary 1348-13 Reflection L/ 17-5-0 2146-0 22.8-0 (loc) Allowed Loading Load (ps() EdgQ e: FBC2017/ TC: 093(56) 1a,aa: 0.78b Lr30i (8-9) L/190 TCLL: 20 TA1-2014 BC: 092(&10) V.LL. 030, L/656 (8-9) Ll210 TCCIL: 7 R�M6rinomx: 1Jo Wb: 094(ill) FbaCR 0.17n 6 rn T 0 DOL.: 125% Cmpram, —20 BCOI.: 10 /1-IJ-71.11711 t1o.1 U-15A (3:1-1238a) (40W-Ml (50-13 zo.) (6&7P=) (73.854A) (a00,44pa) Reaction Icsinntuy krlrrrary rr T � H Cabo B \Vdh M—hl Y I 1Tn(N§� I 6b Ca Mavrry 354b 6 flR 1I 6n C—M.—Y 3mn Material TC 9'(.4L„y'r15.2013)114 arc S6 SY(. 2A13)N22<4 BC SP(.4 -#.2713)SSN6 Vohs P(AL 6'-012)QN4 2-II SP( '1113)P.22A Loads Sum barY W=bmapplal Lead CaseLrl: jrLiwLoad Point Loads Bracing Summary TCBamg 9.fdar%f-12-3A%fildrpby0l— BC&.dv Sa Mmpa;aaLt1141,Bafndagnby0h- 160rphw:mv,E%p—C cae>xp&ur��Qa,np�1m)ogale -7j86M Ohs Manbc I L—fbn Diai. Lead TrbRllh Baod 2-7-4 Dj- 640bs 24h B.Cld 4-74 D— 640ha 24b . B*Chd 67-4 Doan 610bs 2421 BaChd 8-74 lblm 610M 24n Bawd 10.7-4 Karl 640b 24h Bactd 12-74 D— 6431. 24b Band 14-74 Dn. 1310b: Load Case DI: S d Dead Lord Point Loads Manbc I [—fan Rasn 1md TrbvtB1 Band 1 2-7-4 Darr 5441. 24h ' WChd 4-7.4 Dmn SU to 24n Band 6.7-4 SU is 24h WChd S.74 Daxs 544 bs 24b Po d 10.7-4 Dwl 541hs 24n BaChd 12-7.4 Lbws 546 ba 24b Band 14-74 rbwr i,l ioba Member Fa, ces Summary �n> i daazMenhr[L\ma.e,m7xa<elraq(n�,a, �.raardarna.6� n axa.blraa TC I•2 I 0.764 -7)R11a 3-4 0.324 -$4721x 5-6097b -.W1 bs 2.3 "7 4639 tx 4-3 0,476 -5-W 1. },C 67 II 0.656 5,2481a (-1372 ts1 &10 _ 09'J) S3W to (d3476s) 11.1 056I 6501 to (-4,7571a) 2x81 \2\\\W i l l Ill,'// PE 76051 �I 1 i T A /iceFS;14ORI //l//s GNA NM=CEA.w.r6.c Hnan M. tS1wwy I I DccigaAsa,mb'nd,-ev" �cvuylanrnfpofmmiele�iwn@n�pcet.'¢diyfa4ennsul�npawdldmsnSs4amwpspeard ix'7nq+ttantlnfamaiw C(:ceanJxs"psgcfixadlumlidam�anAlmvlarpb�dralM !It &„dpjv,;76051 —raa,aly'snpms =TeCn gerBl �basadans BF�t-27C.Alammrph�ca c�ynuxcw1x4e4adfulpbeweFtobuad bya=lS.hlfi id arsan l9gngephSaStllSandlid aashp�n ml8�u�ephe 73g0� } hnnaF134951 Tmss: B2G 1) '° Southern Truss Companies, In.l= SOUTHERN 2590N. kin Hig}1wa � Y ��1brne: T4mD=gnee 2195 dic TRUSS Fca Pierce, F134951 Date: &14018 2�7522PM C41f1It- T Sch&M-Tm 7ildz] �Cd?i4a PANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pw: 1 oft iota A401erialLidi3 �e.erq«> 1565 Span Pilch sky OHL OHR CANfL CANER PILLS Spacnlg WGT/PLY I 22-90 5112 1 01" 04M 100 1110 ] 12 in 100lhs 22-8-0 4-M ¢10-11 4-10-11 4-10-11 4-0-0 441-0 &10.11 F 13-9-5 18-8-0 2248-0 5x7- T7 •� 4 N 4) 1T 1x4 1 3x4 - 5x7- 12 1x4I 3x9- 4x4- 3x4- 1x4I CJ414 ® ® ® ® ® ® DD C.14 J4 6-0-0 0-0-0 1-0-0 3-M 4-10-11 4-10-11 4-1a11 1.1-0 4-0-0 a10 11 13-9-5 1. z1 s o zz ao Loading General CS Summary Deflection L✓ (loc) Allowed Imd (psi) ftld co L-. FBC2017/ TC: 061(5-6) 16tOt 039n 1.04 (3-9) L/180 TCLL: 20 TPI 1.2014 DC: 078(840) V.U_ al i, L1992 (8.9) L/740 TCDL: 7 RpMbrfm Tb 15b: 076(2-10) H=CR QOSb 6 Baz.: 0 DOI_: 125% 0apramr,Y_20 BCUL.: 1" 8JA) (6.4-4,1.990) (1.1-12,1-M) (al-12,MA) Fb.W s(Lvh ): (1441.9190) (2:1-12j-$0.) (30Q1k40) (4:1.12,14A) (5:1-12j Reaction S1lunmary dr T Canho MvAjh Maebl Wdh M.,Pm M-C— MazNML; 1 R)(N40 I 6, C.—M—y 300n 782U - -:Wbs 6 IfRd(Llhq 1 6h Cr May.y 300b 782bs - -5651s Material SF ry Bracing Summary TC Sp,. 3.4 ]013)4222,4 aayc TC&.6v ShmMrcRu5saQHrindaypb)01= 2-5 SP(AL4'.6'JI13)SS2z4 , DC 5P(AL�1t3713)M2x4 BC&aa� 9.I.ilarAuisat34g11vFdajmby0hes wbs SP( 20I2)02x4 Loads Sum;nary 10Qhh:fbbwipgu dfaadipt 16onOutimi;E mnC,TulyF,rid,O,biftaatagaaayn(I=Iml,Omlftay Load CaseLrl: tdlileLoad Point Loads '�I Mantic II Lmfion Di¢rn fazed T,,b' ToPa d 4-" Dow) 21 is BaChd 4-" LI, 15bs TapO,d 44:2 D_ 42hs 24n BmCld 4-0-2 lip 2h 24b TopChd 64-12 D_ 422s 24b Whd 60-I2 LO 2hs 24b TopOd 80.12 D" 42bs 24b S.Cd 8412 11' 2hs 24b TopQd 10.012 D_ 42bs 24b BotChd 10612 fb 21s 24n TopChd IIhO rk— 42 to 24b BotChd IIdU lip 2bs 24h TnpO.d I2-7-4 Doan 42N 24b BOIM 124.4 Lp 21s 24b TopCd 14-7-4 D_ 42 bs 24b Ba(2d W74 U0 21s 24b TopOd 10-4 Dmn 421s 24b Bn0)d 16-74 L¢ 21. 24b TapOd 1&74 Dour 421s 24b nuchd 18-74 Lb 2M 24b TapOd III&" D3 21 hs ftaCid IS 8.0 L.b 151s -5651. -9 bs -5651s ohs 18 pTepbqWS1 IffuNd, Wk—h�hmsn I Sp..qbe BrianM Bleakly t Southern Truss Companies, Tn(-, Truss: CJ36 2590 N. kings Mgbumy Yyo3DUTI-IERN ThmP3mgvr dhc TRUSS Fort Pierce, Fl 34951 Dale: 614/M18 20:23PM C:on!vorlc, 50160nsT CQNIpAN IES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax �: 1 d2 lil `.{;rniat 20 �.7.1 P&iW 2] 1ase Material Data vem= 1565 Span Pitch Qly OHL OHR CANEL CANTR PLIES Spacing WGTPLY 4-9-14 i 3.535l12 2 0." 000 1�3 000 1 12 in 14 ►bs N CP 0 1 T 2x 12 4-9-14 4-9-14 4-9.14 J2 FGA J2 0-0-0 1.9-14 3-0-0 r 1-9-14 4-9-14 Loading General C& Sunm3ary Deflection U (loc) Allowed reed (pd) n0gQdc MC2017/ TC: 026(1-2) 1MCFt 003bIP U999 (34) L/180 TQl.: 2D TH I-20I4 BC: 038(i4) \ht1L• 001 blP UM(14) Lr210 Tom.: 7 &pMbrin : Tb Wb: Om(1) C dOm'L- 007e 2L/456 (1-1) 2L/120 BCLL: 0 DOL: 125% CadCHIL• mil 2LIM 0-I) 2L/120 BCQ.: 10 H-CR am 2 WeClraa ]ne7�' ' 1 (15-42- 1 ' Reaction Siry 7f Mabel Rrld&cWdb Mazll®a MaxGav[b5fi M )Ad[brdl M lbBi Maz}br 4 lfi(116t) I 11313b C—M—.y 3me 49bs - •67bs -67W 75W 3 HRd(Tnex) I 15e - 300e 95hs .31 W -28W .31 W - 2 HM(rn ) I ISb - 300n 126.s -16W -53W -531. OW Material S 13rac►ng Summary TC SP( W:-013)1<22s4 TC&sug 3�mtalaPuisas63QAaf d�b7pivs BC SP( ^3)#22a4 Dc&ang 9.t� d.P. m t&3AAarnd¢jnby0haa Vft Loads S= Lly I)rnen�haslmidr{5•dfarteefl'aEArb 10,babndpdiv bA*dadbnd; ztn,snffiI,ast�de�rQ+ner�ora:,dWds�sobm�VnwxE7-Ion+�kro��vad.ne:4.elco�nwb�aaEw� r,&NF,m�cnl,brrp,B��ae�.yn0�lm),oea�e� 3)M'nmansaragmo?b. enaon�Win daiCT.bbl607.1 h.smb—pphd Load Caw rl: TI Tmd Point Loads M-bc laaian linen lmd TrbvAm Topoid 2-11-0 -0 Tip 13 W Badd 2lip13 bs Taped 2-.11II-0 lip 13W Baldid 2-11-0 lb 27bs \\\ (( �� /{ . / IffidCaseDI: S DeadLoad \\� �\p,l 1� \ / P3intLoads \ �; �1GE/�js�` - i Mmibc Lesion Grcim l—d TrbWdh BT.Pcm MCM 2-I1-0 Lb 17Is ' - E 760$1 Budd 2_I I-0 Lb 17bs P i Tapcm LII-0 41 17b, / Bald 1,11-0 lb I7bs Member Fo CeS Summary Tabkidm=Mm,b 1q. xC57.—axelra�.c;(nm mnar—ddo-ra.d--.ielrn,�4 TC 1-2 02b2 12 b; j �fl /q BC 3d 1 0381 06s 4•I 0278 75bs 44bs Wbs /l'� wl \ Thtss-to-trI Connections Summary In 64T— �rtvileTnns Cvy:�eCfisr Mpk T724 CI36 FI^i, M1.0 135dg rrn7CEnaorm'sd>'gn' I�hfianiimuf�rannnnarars,r.7lrm*2sorb's:�m,sul.uxi;laadrod.nnvua�drwunrrmcupp4d6r Mrn.eManura�fiv:adr&.sq+me.,envy andanipla�orrei,rana�o,raranhyee&,afrre Brian M Blealdy L1m@nAs°.,Im6'nd,au';''`°1{�r�g_-�aminmofpof®onlm€• +18 �i' Ykrlevuwoanpmgd�n9iwnSaicmw pprrndfn'Iminremidnnnfin&Caraanl�a"pspefaahr¢mlidmm6nNamaupbaJnlh SbnEgX605I mandawedbySinp— TeCmVjrr haaada �EsF9t-n6l.NaxuwxphzaeXlga smL¢P nA'mpLts¢a'sral2+.a16ya=is^wtui�id'al•an l8ppigryihcarSY1S'.nb&idossab'n•hue rl8plrugaphe 259OX1Cnslr&R FVM951 13 1 , Southern Truss Companies, Inc. TNss: 4 _ s.::.• :. SOUTHERrd 2590N.kirial#L Hi Wy a Project Name: Tt�r�� 2195 dhc TRb SS Fort Pierce, R 34951 Date: &142018 22524 PM SohmanTM s COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 oft Nefvar. 21 111mld 2] Material Data 1.7.1 a ver ca 1565 Span Phan Ory OHL (NiR CA 7L CANTR PLUS Spacing WGi/PLY 5- 6 3515 /12 4 6U{) O0-0 1-7-12 0{)0 1 12 in 16 Rn 5-s-s 1-3-8 3-9-14 12 3 T 3.54 F 1x41 d 2 1 2x5 _ 1LU- T4 F6A J2 B2G 1x4 J2 D2G 0-0-0 1.8A 3-8-14 0-0-0 .I, Im 5-6-6 Loading ! General (A Summary Deflection L/ (roc) Lmd (1,60 Bl#,(Lde: FBC2017/ TC: 0.18(1-2) 36tQt OD4nlP L/M (4-5) TCLL: 20 TR 1.2D14 BC: 031(4-5) WtL OOI UP LM9 (4-5) TCOL: 7 RepMb T—: No Wb: OD7(L5) CaWCHTT-- Oo6n 2L/630 BCLL: 0 DOL: 125% Cem/Oi1SZ OD2n 2L/M BCDL, IO H-OL. 0112n 3 PhL•Offsmpm\'YAnRk (IS42-201 (2403-IM) (5:1-03-M) Reaction S mniary 2r Tvne a Canbo BlglWh Mneul RW&gVA1h 111-P fa M.C-13ifO M-V"I SO 5 ifi(fnra) 1 ISn - 300n 47bt - -W t 4 FTRo➢(I'n�) I ISn - 3DDh 62bs -lift •101. 3 HRo4(I'nrg) I ISn - 3DOn 21h -7 is -52fs Material Bracing Summary TC SP( 2DI3)422�4 TCI3camg Shandar3Linsnf63-0,}lufid�bymbs 13C SP( 70I3)622t4 BCB adng 9fmMlarAufiice63-O,Aufida�byQles vbl SP(AU 05-2012)432x4 Loads Suni 1)Thetn h.bend. „�fbrt asd�rb 10p4bm dnrd1.bd*A dba(t 2)TU—hattmide I0v/fFrcfokn4,gmddnAip¢160mphuhfoCE�m.cC,FuyFndvx(CubbfipBo3L�QegaryOQ�IDOJ,Qea1Bl� Load Case Irl: StdLiw Load Point Loads I'iI Allowed L1180 L240 N2L/120 20 Menbc '.I Lwbn Ulvfm Load Trb%VJh Topod 2-II-0 UI 13M BaChd 2-11-0 LIP 276t TapCd 2-II-0 Up 131, BmOd 2-II-0 lip 27 tt LmdCaseD1: dDeadLmd Point Loads Menbc L.. uimi. Load Trb1Wh TTCtd 2-II-0 lip 17 b. Bind 2.11.0 Lb 17fs TopChd LII-0 1� )7ht Botod 2-II-0 l}f 17 ht Member Fo, ces Summary �bf.dm�Me>gma,m,exwr«o (.r�ad�r�,mt.a elr� Ott l8pug &L ' Southern Truss Companies, Inc. Truss: 06 i SOUTHERN2590 N. l ines A&vay T TRUSS Part Pierce, F134951 late: 1YI42018 225:25 PM ( C.GPAPA 311E8 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap 1 oft Nbmom 20 7.7.1 [Btald 2 1 . Material Dacwtaial: 1565 ta Se Span Pitch Q(y om OAR CAWL CANER POES Spdilsg War/PLy 84-5 ' 3536 /12 1 0 040 14-3 04D-0 1 12 in 28 the B-4-5 r 1-314 4-1-6 2-5-1 1-9-14 5-11-4 84-5 2) 6 1X41 J2 Dil J2 J4 0-0-0 1-8-14 6-6-7 1-&14 B-4-5 Loading General CST Summary Deflection li (loc) Load (PO Bbecod%- FBC20171 TC: 057(2.3) V cX. 0.13h L/537 (56) TC L: 20 TP(1-2014 . • BC: 0.48(517 VnLL OD4hIP L/999 (54) TC13L: 7 PpMbrl—: hb VYs; 0.11(b6) QudOi7L- 0.1 Kr2L/d31 (1-1) BC: 0 DOL: 125%e Qrd/CHILI ' OD5b 2L/687 (1-I) BCrL, 10 H-CR OD3b 4 11hr47trffi F k 1342-2A) (2 1090.) (3 10343 (53-I (6143-M) I Reaction ry 7f T Cunho Bmwth Maxrhl VidA M.VT MaxGav M.WdIW 6 ifi(MY) I I 11313b c—w4.9ury 3DOb 138hs - -Wh 5 T31to➢(rrussl j I ISb - 3DOh 144 bs - -99bs 4 FBtal(rz I 15b - 3DOh 46bs - -38bs Material Brad%,Smlomary TC SP( 2DI3)R22x4 TCB.&g sh tidorBx4sm6-30,F1vbdagnby0hes BC 9p,(A(.9442013)4R2x4 BCBmmg: 6hmfdor}�oa16-3-0,Avfndegnhy06as vas 5P(2D12)h32x4 Loads Sunt," ' I)Th'snmhasb�d fork di'�dx:o lOPlhmmdiordhdbd*A dbads 2)ThcnmhutmtdisgdforFedfsaofv:dbad;baannla.xsvhA9.�7- IOwhlefob,,:g—M.dipt 160mphoY-AE xeC,rWY d��'NP> r6� YT1(1=IDO),QaalBt4g Dins4011x4733$h',15fttbErdZ—Tr..;N*c d.6m ikAD IrILO,CCZo Wdh4ft 3)Mifmumsnraga Wfthamdarim%ihTBCTabk1607.1 hasnotbmiappW load Case Lrl: StdLne Load Point LoadS Mantic I.am4n Ur i n Lmd TrbVith TopOd 2-11-0 rp 13 bs , BmOd 2.11-0 LIP 27bs TopOd 2.11-0 LIP13 bs BmChd 2-11-0 LIP 27bs TapOd 5-2 Lbws 42M Bot(m 58-15 Up 2bs TapO,d 5-&15 Db 42bs BmOd 5-&15 LIP 26s Load CaseD1: Dead Load Point Loads Manta L—f- Dhd- Load TrbV% Topod 2-11-0 LIP17bs 13mod 2-II-0 Lp 17 bs Topchd 2-II-0 LIP 17bs Band 2-11-0 Lp 17 bs 1tpOd 5E-15 D— 14bs - BaChd 5-&15 LLwi 206s Topod 5815 lbun 14 bt BaOd 5-&15 D.. 20bs Member F rces Sm miary Tbkid asMm halgmaxC9f maxexni(mG( nxmmpcfarcAddfcetfmnmaxaxnlf� E2G Allowed L/180 L/240 2L/120 2L/120 Maxlbifr M-H i -17Dbs 96U -99bs Oft -38hs Ots \\\0\1lMl I ���/i \�N QQ,� PE 76051 �� r LE /llInk uham andr&symheamuag aMmmplmm;ofhisfmm�bn�forhl3•hc�lii� IIriaBM Blraldy & nfarma6n dGscalNs" pogefaraddiiralbfumn(ortAlonnsarphaSolh: id®aan l8prygepkseor'SS I>; ,ulidrnd xsahQhs>rmrlSpucephe F'���I _ 2590I3K--slrehhl4+gFl3495i CJ6 Southem Truss Companies, Inc. Tom' r� �,�: 2� f SOUTHERN195 2590N.kin�liichway 7�Pru1 1RUS5 Fort Pierce, Fl 34951 Dale: N14I1018 2•S� PM bons TA1 ucmvom COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 2of2 V.-Sim. 20. 7.1 1" 2] Maw,WData 1565 Span Pitch Qry OHL OHR CANCL CANrR PllB sracing WC.I7PLY 3536 /12 1 040 040 14-3 04M 1 12 in 28 ks muil_to- � i im Conneetionc Summary ID CartedT— `r a OF1'9t Mel TT32 n 06 2-11.0 45d¢ TT33 R 06 2-11.0 3154 ' Tr33 34 06 5-8-15 4.5dg TT33 34 06 5.8.15 315dg TT29 Notes 06 FK 6430 315deg i N� 0 M PE 76 - I - I o� A% !3 !ass CoR� ryfVbyhTn�Ma�ufaa�caM��W'��ax}•aMumO�esofhenf .�c.,..,.rr.�.. '.. ._ ."cN�� Y I Southern Truss Companies,Tnc. Tn1ss. 08 `�" SOUTHERN 2590 N. kings HAgabb,ighwa i mssDe i 195 �� TRUSS Fat Pierce F134951 Dale: 04018 2•25:2'PM COMPPANIES- (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 oez r�)`m01�2M Versos 2017.7.1 LBOd2) Material Da ve6= 1%5 Span Pilch Qy OHL OHR CANPL CANCR PUB Sp drg WCi17pLY 1124 3.535 /12 3 a00 040 1-1-3 6(10 1 12 in 411hs 11-2.4 • 1-9-14 5-9-14 3-M 1-9-14 7-7-12 11-2.4 0 A A 4 0 1 3) T 7 1x4 i J2 I IJ6 I AA7G 0-" 0-0.0 1-9-14 rr9-14 3-6 3 General 1-9-14 7-7-12 CSI Summary Deflection L/ (loc) 11-2-4 Allowed Loading Lmd (p.4) BdgC.&- FBC2017/ TC: 0.76(2-3) 16tatl MilL/999 (5-6) L/180 TCLL: 20 TH1-2014 Bc: 0.51 CM) )trtLL OIl3n LIM (5-6) L240 TCQ.: 7 AepMbrinomx: Tb Wb: 023(35) (3vd/(Iil'L. 0.16n 2LI199 (I -I) 21./120 BCL: 0 I' DOL: 125% QudCin_ 006b 2L/533 (1-I) 21. 20 BCOL, 10 ' ): II 1542-20. 1090. R.Ml Mi. (3:1-123- 163 (55-334133.) 613035M) (T.1-0 4 P..CfP—g Reaction ry ,r T11, Bmc..bo Ek7wift Mae®I lwftvhm M-P— MaxcavLw M.VkdLw M.Ew M.H} dv 7 F5+(10+D ! 1 11313u C—Masmy 300n 308ts - -223 bs -223In 115Fs 5 F1itolC.) I I5. - 3D0-n 390bs - -238Fs -238bs Obs 4 F3Ao1(rn.) I ISn - 3DOb 82m - 40bs -60bs Oft Material Bracing Swmaq TC SP( 2013j'214 TC .&x Sh txda Pwhm6-3Ah fndaTpby0h. BC bP(A1�C&2013)422x4 BC&aot 9mMdQPAi t6.24P fi dpby()hn vhbx 9'( 2012)02x4 Loads Sur&nary 16ompnw�x+aEr�. C�•F,a�cnw,+rp.>3u��x�xyn(r-Im6o.�ateag Load Case Lrlj $td Lim load Pointr.oads Ma 4. I I umim Dimim Imd Tib1tFM13 im Imo Tibykh TapChd 2.11-0 Lip131a d 2L,p -0 27bs T.p Tapod 2.1111-0 lip 13 bs 1)aWChd tod 54F 5 LIP2bs \\\ \` • �� 7bpO.d 54L15 Doan 42ba1Ep BatOd 5-&15 Lb C 2bs \ V �. DVS / TapChd 8.&14 DNn SOts Bmad 8614 Dean 6ba TopC1d 8L14 D— - 80bs ._ PE 76051 BotOd 8614 Loon 66s I I 0 ,off �S�OIVA �L 0/1111 I I O 9nnEv�i176051 xmnt t:as� wn.•.nuosi ," Southern Truss Companies, Inn- Truss: D1 ,.�,� :`.. SOUTHERN 2590 N. king Biiolway Tf oject �` TRUSS Fort Pierce, F134951 Date: 6114=8 7'?�•?6PM � T,, compAPJ IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 1 Pare: Ion Version 20 1.7.1 [BI67d 21 Material )a se „ersare 1565 Span Pilch Qry OHL OHR CANM CANTR PJI S Sr—ing WG7RLY 12-H 5 /12 3 00.0 0" 1-00 1-0.0 1 24 in 451hs 12-M —i 11 6-0-0 6-0-0 &.0-0 12-" 4x4 - 2 12 5F ,2 15 o N 2x101 - 2x10 q dl 3x4- 3x4- 3x 1 3 3 3 1 1 T4 1x41 0-03 �-0 F 5-0-0 14)-0 6.0-0 11-0-0 12-0-0 Loading General M Stimmary Deflection V (Ioc) Allowed Load (par) ftcode: RC20171 TC: 061(2-3) N&M 009h L/999 (4-1) L/180 TCLL: 20 TR I.2DI4 BC: 0.43(4-1) WtLL• ON L/999 (4-I) L1240 Tom.: 7 RepMb=Tnaaa. 1is )Alb: 0.11(24) %Zat OD2n 3 BC L: 0 DQL: I25 % Q�FamyKu-2D 10 Pb.QTas L4A' IS 1-I ) 1100 36-2.14 ) (4 S �TG2 Reaction M3f T BmVkh Morel RgdBrgVMh M.PR M.Q.AtM M.Vkdupa M.Upa Maxlbrk I Pb(Rdf) I 8k Cm Ma"" 300'n 449bs - -254ffi -254bs -26ffi 3 HM(WD 1 Sn ComxMasrry 30)'n 449ffi - -264ffi -254ffi Offi AlaterialSianniary Bracing Spry TC 8P( 2013)922a4 TCBadg 9xatedar}Lisacb3-0,Rriids�byQhes BC SP( 2013)022s4 BCBadC 9-f-darRxbsa17-3ARafnd.ipby0ns Wbs SP !05-Mn2 432x4 Loads Sun mary I)Th' Mh.b.d farfxa sd 100boft dxxdMbndpfsdadba& " 2)'ibb shssb- forledfasofxid badsnaoadano:aYrASCE7-IOvlrlefobu:grmdi'mlipt ILOrryhukrekFxpmxe�Ri�'E Q�bbffp,HrN.g�eguy8(f-11p),O.vslBlig Ekw3641x40f4h- T3xFWZ—T qN!k.eda.bmsdesdDQr160,OCZ—Vrdh36R haoardarmATECT6k1607.1 bomb—ppfd 3)Mnimunsa6ra W;Q611 MemberF rSummary Tahkid sManbclf�max(S, mxaxalfpq(maxmnryr fa ¢tdRwsfommexax'alfo� TC 1.2 -777ffi 2-3 0611 -777ffi BC 34 1 0434 681ffi d37fs1 4-I 0434 681ffi -638bs 1 VA. 2.4 0106 262ffi (-39N / Notes 1)Th"sd�sbaad' E7•IOssrdaemibyfe377T•tridaHlifilgCude 2)VnCRadFbax aWhorkmWddkkmd=bLebedplsfmap purmddilmi d&x dmdb,4- .d.DfLL+(Kc-OXWL-=WaravBrkS L 1 \\\`1` � 3)Aq¢afyaxad6aml=1DQhasbmra)pGlbheplaebbalraimrmdva4aas�m7dbyhTn�MuutaoaapeAl9lIA I-N1025®m 242 4)L�xidlgTfi bxWwMWFRSQ*Wft \ �1 \ �0. �. vT,�• DT, NOfICEAnyyufhedepir �61brfomBxdohamnmmsasr. / 0.q"eAcA�lmh'sdani,8 �aagcn¢afPraf®oral �ofhurdnilalnesubaselmd�oveardreryivrusayp4dbyhe7ronMeadaovardrdix fh mvu0osa1Fy9npmS' T 2762-M&y� phn�uxnM.I=agwurtSsd>•mrelxigcmdhe'7 .1hr eCon'fnnNlrcnamxdansv�FW.2J62.A1mmmrph�ue20pev�inL$KVIA-idplaea¢ecfobusibya'=1 1n`yeesan 9CuxralWB"p eRraM)areirrlmruN�t./N� 8argepbkar'S� IS;andrildo�ahgh..9 ' Southern Truss Companies, Inc. Truss: D2G 3OUTHEgPJ 2590 N. kin If) ' wd Y Projedhldnie: Thf�sD4�tiyxr 2195 cox TIRViSS Fort Pierce, F134951 Dale: 6&14/2618 2 :N PM Ti COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 oft *xsio4L 201 7.7.1 LB,@d 23 denal Da 'ice versai 1565 Sjlan Pitch Qy OHL OHR CANTL CANER MIES Sing WGTiPLY 1240 5 /12 1 "0 O 0-H 140 140 1 12 in 46 ft 12-0-0 4-M 4-0-0 1 441.0 4-" 8-0-0 12-" 31 4x5- 4x5- CJ4 J4 ® C.14 J4 0-0-0 3-" 4-" 0-0-0 3-" 1-0-0 -0.0 4-" General CSI Summary 8-0-0 Deflection L/ (loe) 11.0-0 12-0-0 Allowed Loading T.md (psi) BdgCode FBC20171 TC: 041(3d) 16sQL 061n L. (5-6) LIM TC(L: 20 THI-2014 BC: 023(S6) VALL- OD2n LIM (5-6) L240 Tad: 7 P pMbrlmmse: Fb %Vb: OD ps) H.ZCR: ODI n 4 BCLL: 0 DM: 125% oapTam,Y -20 BCLL: 10 ite0ffss( 'k (I6-21-I ) ) (3003-80) Immary (46-2.1.190.1 Reaction S it T Canto ftw±h Maeal goaftvkh M.Roa MaxC—Upffi M.Wdlw M.Upa M.Horc 8b Cap m mrry 3Mb I N(MI)�201311)1=.4 3M bs - -X5 bs -265 bs -9t¢ 4 TFRa1(NhqCo-&M—q M3 354 bs - -266bs -766bs OttMaterial Bracing Slnnnraty TC sP(. TCBm6g -3iw1b1aAnisat6-3gAufi�dagalNOhas BC -(� 2713)--4 BC&azir� S.AWI FL(icat64-QM.&V 0h- Wtlas SP(.4TS�•2012)432r4 Loads S It�ry I)Th'asfeahashmldsi forlxdrex�eo lOpdtofomdnnlFuel»dptsdxdtad; 7)Th'asf�hasbmi faFrefi'esofwidle�namda��J.KE7-IOwiikfoka�g�Afd:p¢160mphulinakExpo�ueC,FuF�'Ex�t.(BbbF§r.Bu3ingCa�aYRO-10tp,O.calBtlg Uhn 36f1:400,h-221 ErdZ—Tn N:it..dl b—si3 adD(L-160.00Z=Wdh3611 3)Mnmmubnga' iramrdu—AT9CTabIaI607.1 hasnmbmiappW I Load Case lrl: 1d Lire L oad Point Loads Manbc I Laraion 13.vin Toad TrbW% Topod 440 D— 21 is BaC d 40-0 M 15bs Topod Bnod 4412 4412 Tbwr Lp 42bs 2bs 24n 24b TopOd Baod Topod 64I2 6412 7-II.4 Dona T1p D— 42 s 2bs 42bs 24 h 24h 24h \���� LPN M . B4 _ Band 7-11.4 Lb 2bs 24n Tcpod BmChd 840 840 Ibxi Lip 21 bs 15h Load CaseDI: S DeadLoad i PE 76059 =_ Point Loads I I Manba• Lomfm Tknim Lead Trb%%% 1 'T f A Tipod 4" D— Obs Barns Topod Baod 400 4412 4612 D— D— Tlw 4m I4bs 20bt 24i, 24h O� Topcm Bmoid 6412 (1412 IDwr W. I4U 20bs 24u 24h i ��ORI Tbpcm Whd 7-11-0 7-11-0 D— rb- 14bs 20h 24i, 24n —_— Tapod r),- Oft L 1 1 1 Member Fo Snlnroary I bt:d sManlx iL;m aQ,maxaxbtfaq(n¢um pr fo mfdeTeenfmn mxazhlfaml TC 1.2 0410 922 bs 046bs1 2-3 0.410 884 bs -&I W) 134 0.413 925 t s 047 bs) 147110EAmpyofh'se�r Ibefuni4ninl wrinant-.wr.TledeF,�offwid'viialnxsi:laaslmr�natruanlmpuaroaspp[dbyhzTn�Marufallcanirdauprnlx:amvaq ardorphnesotfthf aims3fotibyl'8,13irg Brian M. Bleakly { D nsnlmhsaaw �a�nsorPoraaxalai �y y�g,•foh�.�a.npoefaa�aaownsa pag�derImpo�alnfmnaaonac,�lrsa�g<faammal:rmnaaaexaapt�dnrx S—E,..47601 1 aam,rau dby5-pw, 259DXK—IW i •n34951 bb ;I SOUTHERN Cmlpae r<Solulin(STM TRu55 . T CGMPANIES xk sioie201 17.1 PiUd2l MaterialDatah sevetsicm 1565 Span Pitch Q(y &&8 5 /12 1 2x Southern Truss Companies, Xne. Truss: El 2590 N. kings Highway Tn D 2& Fat Pierce, Fl 34951 Date: 6/142018 2.2527P.Iv[ (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1Of1 OHL OHR CANM CANER PLIES Spacing WURPLY 0." 040 am 000 1 24 in. 25 lbs 6-s-8 1.5x3 1 3 1.541 6-6-8 - 6-" Loading General C9Summary Deflection L/ 00c) Allowed Load (PI) BBBCodc FBC20171 TC: 0.78(1-2) VnCA 022n L/M (3.1) L/180 TOLL: 20 TP11-2114 DC: OSS(3-1) VALL. OD7h LAW (3-I) L240 TCDL: 7 R�pMbllmrax: Vs V1b: 0.10(2-3) H—Cft On 3 BOLL: 0 IX)L: 125 % O p%i Y-20 BCDL: 10 PhbOffWJ.M or. 13444,90. ry (2-M ) (3:1-I ) Reaction S Jr T Combo Ekgwdh Macel VNh M.PR Maxrrav M.VFd Max MssFix 1 x,()r6q 1 8n Ca Maxxuy 3DOh 237bs - -86h; Stitt 291k 3 HROI(SLua) I Sn - 3Mil 258bs - -191ba -191 hs Olt Material S' Bracing Summary Tc TC13ranlg 9.".fLisat6-3AFL fnd&pbyOhn- BC 9'( 2M3)i2.4 Dm drg 9xatb1orF4rk"iO-D RdhdappbyOMs VAe 9'( 2012)131.4 Wd 9'(Al ,2013)02x4 LoadsSumt ry I)Th'sbslasbma faI.Amdeb lOp.,n.W dxxdEv b dplsdmdb.& 2)rhk—hasb- forlrffeaofeidbadsina®rda�ui�A9�7-IOvfibefoW:guarddmlipe ifDrt�phuErtaKP�mnCRdi'frdt�.Gabbiip&dd:eg(SeBaryR(I�IDO).O.ealByy t)im36Poc40fkb-22f 0,OCZ—Wdhl6ft 3)M'rinmmsragra¢ na®rdaa�m�iBCTabk1607.1iasmtbmiappid MemberFo;icesS�nrQirary TabkrdmaMmbrlOmaxC9,maxaxblfanK(maxmmpc,bm'fddrem6va ®xaxulrone) 1)Thcdr�chvai E7-IOasrdeem16y1r.277RxidaCnde \ M, 2)VnCR.AHxzCR.k.weam aalandhorl&&*.drbi.WdpistcM..qnnnofddisimdumdmdbAaxnpadmtlil_IL+(Ka-I)xDd IYinamdarmwhAJ9ZM I. L 3)Agmfrymunlramr.elDgl simrappCdbtryhthbxlr®nmh�r' veLsas'clbyhern�Man£aovcpcATl9lIPl 1-2p2v ' n242 \\\ 4)T'sfagaph®limprtaeonmly7lbsemrm®vsdmlheasspmf'd'nlKCamr�iloamiamaPQks8�Fle'. V` ,VE�C� / 5)Leafwiduaiflrm'Isa1mMWFRSOdykrdirg \ % � S�.�\`�% ! PE 76()51 i 1 — T A i0— s 40R- —Il e pNAi'EN\\\\\\ NJT7�AmPyorh'sec�m llcf�d�bfkemo�m4,va.7lOfht:i�,�eraltu,e��moi,;da�drrq,r1y,kTa�,:Mm,dam�ar�dra�,r�.re,�m.ay aod�.r.p�Of+knra�,arc��,romyka,arr� Brian M. Blealdy LL-igraAvalmhedmu' iniaam7'+^�fP� lab°3�iffi' � i' i•rorMne:mugrnmtMgr9w.nSelreara(n6andtr"Irtgpwa)urartaem&rmiallkns-psteruraddrtwrramaemAlmmnarphs9albe &e Er,06051 a,andancnlbySmp�n rcorr.pa,e;lK�a�rmFst-n6z.am..mYpngaremctrmpraroro�mbya=ls^wbar:,daga.,Is�p1�Ko�s�ls•,..ncr:�dmbah�}re»nls�ube 2c90T11vaSFidiB W¢F13t951 ,LI ------- - ------ - - Southern Truss Companies, Inc. Truss: E2G SOUTHERN 2590N. kings Highway Prr t Deb; 195 Zdhc TRUSS Fart Pierce, R 34951 Date: N142018 22528 RNI Corr>sottrR1 CQMl�L1i111ES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax >�: 1 oft 4trsioc 20 [B.Id2] II.7.1 Matrsial 1565 Span pitch Qty OHL 0M CANTL CAINTTR PLIES Spacing WGT/PLY 76$ 5 /12 1 000 aoo 140 00-0 1 12 in 291hs 7-" 6-0-0 6-0-0 7-" 4x5- ,.5x3j d [V T 2) T 5 0-0-0 C.16 J6 1-0-0 7-" Loading General CSI Smnnary Deflection L/ (10c) Load (0) BBgcttdc FBC2017/ TC: 041(1-2) V.C-. O.I4n L/443 (4-5) TC L: 20 T" 1-2014 BC: 0.(B(4.5) vnu- 002n L/M (4-5) TOOL: 7 RVMbrlmrasc I�b Wb: 0.17a4) C.00HfL• OMi, TP 2L/634 BC L: 0 110L.: 125% Ca daw ODI n X19W BCOL: 10 tb7M OF 4 7%.0 fxs k 15-142-3.0.1 (3:1-1 ) (4 ) Reaction SII ry n T combo BMW±h Masai WmvAlb M.R— M..C— M-V"LW 8n Gm Mamwy 3Mh 5 Pn(R6k2o:3)#22.4 248bs - -135bs 4 }IRoE(So3D0'n 395is - -275 hsMateria Bracing Sun�ry- TC �TCB+aaVr 9mMdorR5as6-3-0,tlSsd�lryCls- BC 84 BCBamg ShaMlaPruIG0AVtfd.Wby0hn � 54 Loads S I)Th'sns�hasbmi rahedfMd-b 100baaxndxrdk k d*A dba& 2).rZ"hasbmi rorhdrmsofaid6adsnemda�N�A9CE7-1os�ferolTvrgsexdfmlipt 16om�ulirvgEgxaae�lvlyFsdwai,CnbbtTpBuiiggCat$ayr10-1D0),O+ealBtlg Dim-22 t&EdZm TnMN:M radvdrmrskbs D0L-160.CCZ—Wdh36fi 3)MnfmmisxagMfi bs' iI mbn.,AiBCTab1_I607.1 hunotban ppid LoadCase Irl: ! W live Ted Point Loads Mnnbc Loafon a v6i. ,nad TrbRbh Tapod 660 Db 36hs Baotd 66O Donn 59hs ToPchd 60.12 D0— 80ba 24n Budd 60-I2 Dean 6bs 24n LoadCaseDI: $ td Dead Load Point Loads Mmdc Loren Q®n i®d TrblWh Topod 6." D>,vt 9bs Band 60-0 D— 72bs Tapod ":2 Lbnn 31 hs 24n Band 642 Doan 42bs 24n Member Fo CPS Summary Tabl;rem® MmbwTCtmaxM,. axWfa ;(ff�rgt fa dare ofianmaxnwro s) TC 11.2 0413 215 bs (-168&) a296 Ohs BC 4-5 '.I 0699 Is. .3 5-I 0346 .136hs ,h� 124 11 0.167 525 bs (-238M) 13.4 0013 32bs (-15bs) Ttvss-•to-tru Connections Summary ID TnM oorvoeTnass Canvi�e0ftsd C36 EM 6410 A 315dg Tr29 T730 I 36 MG 60-12 270dtg vA�txnnsampaiaadzenlxranSei 2.AloxuxmrpL�¢arc�-0gAr{e{wL$Inapeifsdp4 4 2x6 1 0-M Allowed L/180 Lr.M 2L/120 2L/120 -2756s obs \\\\ \\W _IIInVVVglll_ _134 Ird �10EIVS�`i% i PE 76051 O�Sd' 4ORIU1"� \��Ci��� a�at�n(x 4gandnxnpte�orna6maaa:rahyhzBa�g BrianMWeakly 18p48�'FhSa'9Y LS.Nhdtid'atsa high I8gaygep4se 2590r1}u�liehRW¢Fl37952 V(/(j Truss: EGA " Southern Truss Companies, Inc Pmjcct 1 bme: 2195 SQLiTHERN 2590 N. kind J � 1waY Truce c dr, -muss Fart Pierce, F134951 Date: N14lZ018 2:25: 9 Pnt , ), TM T, , COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: i uf2 I �kninx201 b.1 [Build2) ncrialNt l[evtnifax 1565 Span Pitch Qty OHL OHR CANTL CANTR PUPS Spacug WGT/PLY 2C.&O 0/12 1 0100 000 0{)0 000 2 12in 991hc 2060 2.6-12 2i'r12 2$12 21s12 2-&12 2-6-12 1 _ 2:f 12 2.6-12 2512 5-1-8—T 7 10-3-0 ' 12-9-12 15-0-8 17-1 -4 2 ® J2 1.5xa I 3x5 - 4x8- 1x41 3x5- 1x41 410 HS 18- 1x41 4x8- 1.5x31 5x10- 5x10HS 18- 3x7- mnu- 9 6 J4 J36 J4 J36 J4 J® J36 J4 J36 J4 J36 J4 J36 36 0-0-0 0-0-0 11 6x6 - 5-1-8 5-1-8 5-1-8 5-1-8 5-1.8 General 10-3-0 (NI Sununary Deflection 15- -8 li (loc) 20-6-0 Allowed Loading Tmd (00 BBgQ&: FBC2017/ TC: 067(5-7) 161Ck 095b L245 (13-I4) L/I30 TC L: 40 T111-2014 BC: 090(13-15) %Enu- 032n M9 (I3.14) L/240 TCA.: 10 R pMbrl— Tb V2b: 092(2-16) H OL 004b I I BC(L: BQL: 0 5 ❑OL: 100% (1:1-12j390) (Zfl'03->fAd (3a03$90) O.pF.—,Y -2a (4fl03$0) (50Q3,990) (6fll{2dR) (7�3�A) Fhe0tf-amT, ,I f9II0380. (I01-1 ) t1383410) (12D4riS0 I3 ) (14 30.1 150-03501 (1634LiS0) Reaction Jf TM, EVgo..bo 1 ButWdh Maezl 7b G=MM—W ROBMVAdh IOU Max Read 2,762ft M.C— - M.V"LYA 493 bs M. upe M.Hxz 483 bs Ots 16 N(w II HRdc:l I 7b Cm M—y Mh 2,762M - -479ts -479 bs Ols Material Si punary Bracing Sunurrary TC 9P(AMS-2013)SS2 4 TC&.ilr 9:dhd BC 9P(Al�" 2013)�2,4 BCM.&g 9h 4Mdo,K isn4-7-0,Ruinda@nby0t— Wbs 9P( 2012).." aT 2-15 9P( 2013)1P-2s4 9-12 SP(ALS%G2013)622.4 Loads Sumry 1)Ui;—hasban 2)Th'sn�hasbm fated—.d,-)op T6mndcdt b d*l 'd d� farhedl'saofwidbad;nemdvmJi.E7-IOuhhefobWigsetrddrcli�tl60mphutirekE¢:uxeC,PuyFxi�,CebL•Hy,&:iLgC9�vyB(I=IDO�QaalBldg f-36fv40f(h-12, Lt&dZ—T.sNI—d,b-6S.&DOL,160,OCZ—Wdh36ft 3)M'rimmnsaagearc -neamla�xnvhTBCTatk1607.1 hunotbm�appfel LmdCase lxl: Inc Load Point Loads Mmbc [amen 0•I-0 I-0-0 15cron — iDD und Toad 25bs 120bs Trbvk% 24b / lM( TopOd TapO TopC d BaChd 2-5.0 2-5-0 D-176sb 1� 27 ' \\2�� ToPchd 3-" iloan 12M 24b . ��� BuOd TapCld 3 5.04 D— 29 b� 120bs 24b 24 i1 Band 5.0-13 D— 296s 24h TopOd w0d 7-" 7413 Dorm 01an 120bs 296s 24b 24b ` PE 76051 TTChd 9." UU- 120bs 24b } BatChd 90413 Db 296s 24h 1 l BaCd d 9-53 -53 1169 Ibwi 29 bs 24b 24n T Topd D.- Da. 12s 24b A 13mO,d TnpOd I}S3 136E ➢o 29bs 120ts 24n 24 n- / 0 tri BaOid TnpOd BaOd Ic5-3 r-64 1753 rb Iban 29bs 120bs 29 bs 24n 24b 24h // -40R1^_j //o�AIIENG�\\\\\ Top ad 1763 Daui 120ts 17 24 i, ' �� Tva'd Is.;-0 1968 w ➢l. 120 bs 24h T.Pc d 20d0 D— 251s y s`dmnpiu�ofhenfimn6n asfah eforadduvulbfanru6nAl,nmxmpWs: IS',wh'di ivlassa h�hnsin Igpaugepbe WIII g LU V _ a ///I 111 • I I ��� � aOrJ N ,q.3tlA 1i P W 'a d� ON O_ 59 O o x,- sgg g�QQ �&�&&R&&&&�Aa��btx&&��&< dg pppa o •8 G`13 gg ai925 Lb p �g�g�g".1�X1�iJ YJ i�g�J�pgX!&14g� y®� n,o nnn 6 "IX�— �F�= � •�.3 ��•�pi a—� 43 R�.�R19 q�qM J 9 Y o a �� Yh fly t� �Ce1� Y �`o o t7 'E�. Fpb ��E•1 •.: `�f�deo�d V.15uyf3 wi�cOd®b v q ju ea e a .tt55 2 a _ e� a s e a e• e" e � _ -- V Southern RUSS Companies, file- Truss: FGB a ' 2590 N. kin Hi vwY Prgecte: TrsA*-jr 2195 afxSOUTHEAM TRUSS Fort Pierce, F134951 Date: N1 018 2225:30PM Ccxnpttr4 Ro116M ,, COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: I of2 t(.`f1iO11. 201 .-7.1 [Bwld 21 Ma.ial Da version: 1565 Span Pilch Q(y OHL ORR CANM CANI'R PLIES Spacing VJ(,T/PLY 16-" one 1 00O 0-H a0O a0O 1 12 in 71111s 2-5-12 2 s z 2-4-2 26-2 z s z 3-9-4 z-s,z 4-11-,a 74-0 s,az ,z-0-4 T 4 4 1 1.Sx41 3x4- 1x41 1x4I 5x7- 1x4I 4x7- FGD 0-0-0 4.11-14 24-2 1 5-" 0-0 3-94 4-11-14 7-4-0 12 4 4 161-8 Loading General C9 Smeary Deflection LJ (loc) Allowed Load (pd) ftG. e: FBC2017/ TC: 0.49(4-5) WOt 027n L/674 (9.10) L/I80 TQy: 40 TPI I-2014 DC: 0,97(940) 36nu- O17n L/999 (9-10) L/240 TCDL: 10 RpMbrl— Tb Nvb: O65(7-8) H=M O03n 8 Bar; 1 0 DOL: 100% OapF—QV--20 BCD,-, 1 5 1%xAtr�( (1:1-12j-ax) (20-03.9(1) (30-038,90.) (bfl(I(138,9O) (S:I-14j41J1) ( ) (734t3sR) (ffiI-17,'i8,9O) IO1-1]38A) ,(I 1041-12ft 121-1 ) 1338.388 Reaction qHmry 7r T Camlo BmvA±h Meeel WBmVA±h M.Raxs M-G-I.W M.1w M.tbx. 13 %(NAq I 7i1 C.M—" 300h 536hs - -176M -176bs Ohs 8 MU(%I) I 4b Cbr mmasxoy 300b 7776s - -165U -165bs Oft Material S Bracing Summary TC "I. 2013)C2a4 TCBraft S tdaP.*-c'L7-0,Rxisdmjpby0ma BC 6P( 2013)022x4 BCBraft Sh.M.P.*"6-9 J).f dcypbyCftas Win SF( 2012)432x4 anpc 7.9 SP( 2013)422x4 Loads S ry DThs 10pdb d d,adW dp�d®dt:& 2)Thsmmha0— rQt,drasof�,:dtnasoa�d3�anav�7-10w1kfou,: ded:�pjt16o�a�t�reSRN�.ce�a�eQ�yBP-1JnOm1k+a U-360x4 %b-22 ErdZ=TngTFlredwAo 6kdDO-lj60,OCZ—Wdh3bft 3)M'n'nnansuag=&j ' na®rdanmATBC75bLI607.IhmmbmappW Load Case Irl: d Live Lead Point Loads Menke Lomsin Dsdm Load TrbWdh 8 1.Sx3, BaChd it 12-512 11— 82bs Load CaseD1:S' DeadLoad Point Loads M a t�amn t®d� T�1u,h U=-&fmedL. Case LI: TI> Load Case = \ Point Loads PE 76051 Manbe Io fen 6nim toad TrbWdh I BmC d ',I 12-5-12 fDws 296bs — Load Ccmbi*anT s �j-,q 1 Um Ow Faux IoadDxa6xslaaar (p -/ 4 DIL75 LI+0.75UI ID00 6 DI 45 31+O.7SLI403L 1 ID(D 1600 ��/Vj_S ONA I 7 DI .45W2+0.75LI+(175U1 1007 )AM, 8 DII045W3+O75LI+O751UI 1000 1600 9 DI 45W4-O7511+O75LI ;'m IBO 10 DI 45WS+O75LI+0.75U /DD Ib00 rr3ne,nmpyorasa'�nlbcfmsutdnFemmnmoamcTed6lasd6's:dn6inlnm's1aWmM aceandap4vknxsp4dbyheTmsMandaaaaddspmieavnagadmmpiv�ofirnf �erodbyrKB�:g Brian U Blealdy tla�ieAxshnnsdaninlidmssxazpsriad'pmf�vimla�gimilgraponaar�l+yrati<n��.,wawa,wns�apaer�,ab:^rr�ormmmromnfor&c>Taalw�'p+g�raaad6,n1„r mnw�a,sapb��ntba a,n&�.m6os1 mansranvMbySm{un9 g-TcC4m{nrrylronamdan¢vv�FSR•2762.A1awsau phecarei0gau wLBfieslm'L�pl+emeeRdbudbya=s3"nfiEsidiat an l8gaayepn;ar'BC 18'.vlidiidiaaali�se�dxs l8�sge7�ke 2590NMs3iehRii¢n33951 Southern Truss Companies, Inc. Toss: F GC 2590 N. king; Highway nw c aFIF, 3i]UTIiEii if! c Tmtiss Fort Pierce, F1 3495 1 Date: 6 M18 225:31 PM C SoLlliaisTx' COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pap: 1 of2 ,� �etsiolL�.7.1 1BIDia 2] Material Data vex 1565 Span Pilch Qty OHL OHR CANT CANER PM Specmg LIMPLY 161$ 0/12 1 ON 040 00U ON 1 12in 71Ills 16-1-8 2-5-12 2-8-2 2-4-2 1 212 2.8-2 2-5.12 4-11-14 7�-0 'Y70.2 12.4-4 16.1-8 T v 1 1.5x4j 3x4- 1x41 1x41 5x7- 1x4j 4x7- FGD 0-0-0 0-0-0 4-11-14 2-4-2 5-0-0 3-9-4 4-11-14 General 7.4-0 (St Sumn3ary Deflection 1244 U (Ioc) Allowed 16-1-8 Loading toad C.,) WgGode: FBC20171 TC: 053(4� VnCR 029n L/645 (9-10) L/180 TCLL: 40 TP11-2014 BC: Im(9-10) VnLL 0.18i, LIM (9-10) L/240 TOS.: 10 PpMbrl— Fb 1Vb: 067(7� IbaCR 0Q3b 8 B=: 0 DOL: 100% 0.pyi, rlfw2a BCOL: 5 k (1:1-123W) (2043-8R) (3D03$9Q) (41F03$9(L) (5:1-14341j1) (640.33,9Q) (734li8p.) (8:1-123$9Q) Rat4tfac(IrrJ(Y�J I (9D4L380J 10.1-12380. mnary (II 1-12D.1 (121•I?341D.1 13 Reaction SuI 3r T. 0-bn BMVAdh Mat hl t1Bh Maxnad M.0 v MaxW4d Max M-H k 13 >�(»�n 1 55h can m.. ry 3DOh 547h; 181r Ial la Oh 8 1314o1(RSq I 4h Cc Mavmy UN, 812bs -183hs 183h ola Material S Bracing Summy TC 2013)922x4 Tm av 9.J ftlWS=l3%40,%F dmWby0h- 13C 9'( 2013)A22x4 BCBr" z 9.d dmAnicat6-30,Bxlildmjgllry0hnt )Mbs SP( 2112)k31x4 -.7c 7-9 9'( 2f113)1Qbc4 Loads S ry )TI6'nahasbanl.fi 2)T1wna�tmb� tirel-ma,�a,1badskdnmael�m9M-IO •' mkefasot:dma:haaaaa7-loan4rrdrs:ffi=dr„a:Aa 160,rpnaewaEpmcC�r+aiF,maad,mnL4ra>3U,%(sIMn(I=Ino),oAalft Dkm36b40tl,h-22 NxFndZm Tnrx,N:it.a du�bmredaniDQ-ILO,OCZ-Wdh364 - 3)M'F—,l rag. he®rdar-"*�TBCTab1+16071haamtbmuppial LoadCase Lrl: td Live LDBd Point Loads Mmbc U ion Di don L-d TnbVI& BotOd 12-5-12 D121 bs LwdCaseDl: un DradLDad Point Loads Maobc L—i.n DimS. Load TrbN4M10E11% �� �i WOO 12.5.12 D3 15'3hs �. & 11 L1s r.&fined Case Lh T11 Load Case point Loads = PE 76051 Mnnbc L-fon M.A. toed TrbvhA 1 1 BaOd �,I 12-5-12 D— 2981. Load Combo fti 4 catmo » t®dDmd.F mr 2 law 3 UI 1.m o l.Qn i� , -10RI 4 DI, 75L1+Q75L l ID00 IDOo 5 DI 6W3 ID00 1600 ��� s ANAL F- 6 DI, 45W1+Q75'LI+0,75Lrl ID00 1600 1 7 DID 45W2+0.73L1+Q75IU1 I.000 I10(1 " /�/1 f' I I I `1`\\ S DI W3+ 45Q75L1+Q75Lrl IDW 16W 1 9 DI 45W4+0.75L1+Q75Lr1 IA20 t600 10 DI 0.45R15*0.75L 1+0.751,1, 1.0m 1.(00 hUI1�Amp7ofh'a DwlbefmnAtAnicmminsNadr.Tlr6.plofhbidii4altae'aln9dmdei�noirirardr�uinnnbcp+idbyheTnwMaailamasrdr�aupm9tianvrwy animnplvtsof4rnfomeinmfoh(y0r13rdfiq; Brian Ni 131-- y t)ngneAsxlmh'sdntu' nas1�¢nanfpRda'aula�gimTMgriy.�n-Wiyvii�•falrn�mrnpanndrAqun�tem�vp:.gordlr•7n7uwnlnfamaunSGfaalTd>B pagcfaadSmrulnfomafinAl�r�rpi>6da1M S„aEr,2,#7605l namrfaaaadbySmpsn TaCaryary,Ircnaactdamm�Elh'42-2762.AIaavxzrph�are20ypu8eunl. tnR+maiatpb�veisklknrdtya=l3uhiiiidiatsan lSp ryrhtor'S'�718',ulidlidiaFse h'�ot¢n lSpu�ybe 2590HF: TWIRPu¢Fl34951 COr1lpOraxl( ))1><70nSTM -l.iV;7S T CQiulRiiN tE3 W-,ia7: 201.7 �.I [131u1d 2] Mafecial DutalTa_, vecaiotc 1565 Stun Pitch Cky 139A i 0 /12 1 i 4-7-0 � 4-7-0 SOUTHERN Southern Thiss Companies, Inc. 2590 N. king Highway Fort Pierce, F134951 (800)232-0509 (772)464-4160 (772)318-0016 Fax OHL OHR CANTL CANER G" G" 04W 04D-0 13-9-0 4-7-0 9-2-0 1x41 1x41 Tniss: FGD Projca Namc: 2195 TnmD: (➢Ic Date: 61142018 2.25_32 PM Page: 1 of 2 PLIFS Spacing WGT/PLY 1 12 in 6741ks 4-7-0 13-M 2.5x6 - T v'rl T 5 1. 4x4 - 4.4 - 1.5x3 I 7 FFGF FGC FGB FL6 FL6 FL6 FL6 FL6 FFL6 0-0.0 0-0-0 4-7-0 2-3-8 2-3-6 4-7-0 General 4-7-0 6-10-8 CK Summary i:22 Aetlection L/ (loc) 13-9-0 Allowed Loading Load (pA) BggCade: FBC2017/ TC: 025(2-3) VnCR On L/999 L/180 TCIS.: 40 THI-2D14 13c: 093(67) Vn1L 0u L/999 L240 TCQ-: 10 RpMbrlm : Tb Wb: 0.40(4-S) P—M. On 5 BOLL: 0 DOL: IOD% Q pFam,I-20 BCC.: 5 ! I utrary (13413.- .) 6*93.90. 1be0R•sm Reaction St 7r T Combo RWth Maenl Rqd &ellllh NWRma M.C-vtw M.WdIJA Max M-Hx¢ 9 lfi(fn�) I ]sin - 300b 444bs - - - Obs 8 HRol(mi) 1 Sb cmm mamay 300b 1,574bs - - - Uls 6 Hw(MI) I 1 .1Co Mcaxvy 30Dh Ij5a bs _ _ _ Obs 5 H"UnW 1 15' Mob 490bs - -3ls -3bs Obs 7 HR CMI) 1 45n 0.v M...y lnb, 29D!,- _ _ - Obs Material Su nmary Bracing Summary TC SP( 2013)t/22x4 TCBa6g 9imfm.P.Sast63AR.%&j by0h- BC 9'( 1 Z113)N22x6 BCBra6g 9mfefallaLsst7-7-0,AxS,d�byOfes Vhs SP(ALS 20M932x4 LoadsSunk' ". I)Th'sn�hasbm, • foil,ed<a6ducb 10pibotxndvdlutedplsdsdbad; 2)Thbmahubon forMdi'saofRidbadsnsanidanxRi,.�7-10\\�I,e(obw,guaddnnt:pt 1!A^Ri,ofnakE�u*eC.fiJi'F�.Cabl#f�.BuifnB(i,gayllQ=1D0),OuealHtlB llia36fb.40tZhdl2 FidZ—Tn. N9cedv b-0-dD0L-I60,CCZ—Wdh3bR 3)Mif.—.ma ' dngnsomd—,ihTBCTabr1607.1h s olbm,appw 7W LwdOwLr1: E Liw Load Point Loads Mm,bc Laaem Di i. lmd 71bvmh BaOd 11-114 7bvn 74bs 12i, Load�Dl:s' Dead Load \\��\;��j MPoint , g/��qq��/� Menbc Lmim Diaim lmd T,bNHh \\ ��,� ��CE,vs -, BmC d 1-104 I — 186bs 24n BaC d 3- 0-4 D— 186bs 24n ` PE • ;� i BOLOd 5-IOd Doan 186ha 24it 76051 I ' Baad 7-104 Lew\ 186 bs 24b Bacm 9-104 Dunn 1866s 24i, 1 B.CM 11-104 Own I86tc 24n — BaOd II-114 rb— 28bs 12n (- Aserdefined Ca,,L1:TI1 Load Case ip�`�1:3^ri Point Loads I Mmdxr Loa4on 15rt:on ioad T,bWdh �// ��OR`— BaQd 1-104 Dwn 497 hs 24 i, BdQid 31M T1rR, 497N 24n N BatO,d 5-104 13497fc 24n //// /s0/1/A E • �\ \\\\ BaCd 7-1v., 04 D.. 497N 24. B.Chd 9-104 lbw, 497 bs 24:, BaCd II-104 lbw, 497 t6 24n ) a > i �.. Southern Truss Companies, Inc -Truss: FGE ' SOUTHERN 2590 N. king Hijiway T mDesg� . 2& 7RU5S' Fort Pierce, FI 34951 Dare: 6742018 22533 PM c4"' "`This COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pact : l of 2 l NV= 20'17."I 1 [Build 2] nar alccialDataba , 1565 Span Pitch Q(y OM, OHR CANM CANER PLiFS Spacing WGf/PLY 84-0 0 /12 1 11" 00-0 00-0 0-00 2 12 in 43 h 8-0-0 i F-- 2-9-5 2-9-5 2-9-5 2-9-5 5-6-11 84-0 8 ix3 l 4x9 - 1 x4 1 1x4 I 4x9 - FL5 FL5 FL5 FL5 5 1.5x3 1 0-0-0 04-0 2-9-5 2-95 2-9-5 2-9-5 5-6-11 84-0 Loading o " General (A Summary Deflection L/ (loc) Allowed Ioad BldgCo&- FBC2D17/ TC: 028(2-3) NbtCR o08n L/999 (6.7) L/180 TCLL: TPr 1.2014 BC: 0.69(6-7) VnLL: wh L/999 (6.7) LNO Tom.: 0 PpTAbrI— Fb Wb: OBS(4-6) iY.CR on 5 ' BC L: DDL: 100% C�.PFaor,r( -0 B12I_: 5 PhtOYffi( ti t. .) 1 (3 (4. 5:1•I ) (6:1-12-4W) I7:I-1264A) (8:I.1 Reaction S ry Sr T Canbe BmVIAh Maeal RqdBrgVbh M.P— M.c-v M.WdUM Max UA M.N k 8 F VII) I 4h Ca Mamw 3OD'n ZMbs - - - Ufa 5 MM(VAI) 1 4n COI.&M.MW 3mn ij78 is - - ohs Material: Bracing -Summary TC SP( 2013)t(22r4 TCBamg SmwMRahnaz63-0vn P,.f. by0hee BC SP(. 23t3)M--2a6 BC1 -dw 9mhalarAeinat10b0,11afndcsgtb70hea Whs SP( 2D11.)In 1.4 Loads Sunm ary I)Thsnmhasbmt ' forf ffaSd 10p;fbMtndxnd1aehadpfehadlaads 2)THi—I' uban forhedfmsofwid had;haoadvimJvS9�7-Iovihh:folTs guseddnedfpt 160nphWmaCEtp ruFi'FJd ,Cat#iP.H�'rgQegorYnQ=1DOI.OxtafBNg aae36fa408,h-22f( En47_TmaNjar d.A—*bffiDO(rl/A,CCZ—Wdh36ft 3)M'nrmmsnagwic neonrdano ATBCTabL-1607.1basnam�appiedb Load Case DI: S Deam dLd Point Loads Mmbe Lmfon I7rmun L-d TltWNh 13ata,d 0412 Dwn 239 he 24h BotCld 2d12 Dn 2391. 24n Baad 4.6-12 Dwn 239 s 24in \\ �� BaCld G6-12 Dstsn 239bs 24n LTserdefinedLoa I Case L1:TMLoadCase Poise -Loads \\\ 4,Z; ' CEN �� M-W Lomin Diction Load TrbWfdb ���\ liatQd 041- Ibm 638hs 24ft / • \ j >30� 2b12 Doan 24f1 / PE 76051 BotOd 4d12 Dion 638bs 24i, 1 B.(Cld 6612 Devi 638hs 24h I I 1 Lmd Comb• •rns — I 4' Canto Faor lmdQaa6mFamr "TA 1 7� I DI _ 'I ID00 090D 22 2 DI LI Iwo IBM DI 0�a 71.1+a5111 j000 im0 // ��40R[11JJ_�`� 8 DI 45W3+0.75LI+0.75L l 1.030 1600 9 DI �045W4+(175L1+0.75U1 IA00 IlA0 10 Di �a451V5+0.75LI+0751UI 111(n IX10 II DI 45W6+03L1+(175Lr1 1.(no I'm 12 DI 45W7+0.75L1+005Lr1 IfOO URI ISga,eghe a LA Southern Truss Companies, Inc: FGF 259ON. kin Highway *SOUTHERN � ProjectNamc: 2195 TrmsDcsidlec dhc Fat Pierce, Fl 34951 Date: 61142018 2:2534 PM compAivIEs (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: ION Vetsio 1: 201 11 P3uild2] Material Da versar 155 ] S)nn Pitch Qry O.HL ORR CANI'I, CAN1'R PT1FS Spacing WGr/PLY i 338 0 /12 1 00.0 0-m 00-0 04M 1 12 in 17Its 4 3x3 - 3-&a 1.5x3j 3x3- 3 1.5x3 1 FGD 0-0-0 0)-0 34i-B General CSI Sunmiary 3$$ i Deflection IJ (loc) Allowed Loading Load I (rr) Bdgcok: FBC2017/ TC: 023(1-2) VAM On LIM (3a) 1,1180 TCLL: 40 TR 1.2014 BC: O05(7-0) VMLL- On L/999 3 L/740 TCQ.: 10 V pMbrin M Wb: O.03(1-4) H.2M, Oh 3 BCLL: 0 DOL: 100% GavFa=,)aa=20 BCQ : 5 ) ry (3:1-1 4 ) 1%Lb0'ses SnrJ� Reaction S Jr T Combo BpW±h Maeel I 4n Com m—y Wib 3DOn MuR®d 102bs m.C.IW Ma.Wd - -416s M-Lw MuFi.a 42bs Oft 4 Pn(4h1) 3 }iRd(,_) I 13u - 3OOn 102bs - 42bs -426s Obs Material Sdmmary Bracing Simanruy_ TC SP( 2013)f:22.4 TC&ang -%.m v.i W:04ARe-d6pby0het BC �(. . )7 .4 BCBft Sh.#.d RB is (),0AR.F de9gnby0hn Wbs Sp( 2012)432.4 Loads S 1)'rb'mhatb- ' fo,t-TaSdmlOpdbm.dmlhebadp4sdedbad; 2)Th'sn.404h- I7irt361Lt40d,h�22 f fa Z-Tn.w,Ngw&du&- d eDOL-7-IOwfJ,efoWdh3,vddnednp[ I00mpl,ul:naCEepmvcC,Fuy&,dm�CabUliµ&�:1yCaegorylf(f�100),QaalBtg �It&d2meTss�T3Ycadw�mdtlenilJO[rILO,OCZueWdh3bft 3)Mrrnavnso,agra' naoudm.,,ihT Mbkl6D7.1b ,obenep* Member Fo m summy TabBi d aQMmbc)L�mu(3,muualfaq( mrmnp .faa Edifaeafivnmaxaxa fo a) TC t, 0225 Obs OII54 OF I 0032 1026s (-936s) 124 0000 oft 2-3 OAO2 102br (A3hs) BC34 Wbs 114 Irt s to- Connections Smnnrary I RF"� FIDE Cury 11-114 90dfg �\\ �\ M. B Tr2I �� ��I/i o66a� E7loa:Rfae®db,6a2aI7>�.:t4aaiBgcma �\Notec \��/� EiVS 2)\htCFt.AFk-at a,dhonzmolddhi-&mWebadpi t..Mmmpm wfdd6:6.damde.dbe4-TLm lmD:f LL+(Kc-1).rdLD(.na®r&nm%ihAI- / 1. 3)Agimiyoxoo1fam, mIDO,hasbannppidotnphebeal�r,o:da�vahauspmTielb/frcTr,vsMand'enaepcAlH/1P11-MISatm241 1 ` 4)ngtt�rCdta3;piysdfwMOffa,a�andabadmd6adrrnenl;mrolamdBQl.Spi PE 7605 S)Tnmots�mmenOf—phminepea&nm)}AhangaaoMvunnlmm�ns1a16epm da7bos/rnmzrma .dyifsdnnnnheR,-Samc.y. , 6)3)widrada�rAa pnae.pmft � 7)IwiW ' basd.M%TM0 Wft 7 , 0 ^L ' /ANAL //lillll\ iZ7fICEAaQjofdwde ri fiber d,alni IDinmmamr.n,ed�i,orl,uidivhaln.a'smadood4'n,aenandm},firm„ecsgpi,IbybeTmaMamdao�amnisupmt�,maay andn.wpL> .ffief ,bn fM,byln&,--. Brianmi3i Ib ,eAaslmhisdmw' ,,dmsampar�¢ofpofmdxmla ..vig sl�fa'M,�axrgtaieade ndwnSciemepigeandtie"Impomninfannion&CanallQu"�gfnadd'.bnalhfwmaoonNarnmrpha9mlbe � nem aavllySmpv, gTeCmryai�Ircnao>�rmwA,F9t-2762.AIoza,®rpb.Sa.eXlppa.�,mVslcs(ei�piabv<'afoknaitya=18-wfiii,i,dasan 18ges�"apbeorS413,whii, i,de,sahghemun Ispugpbe S"n '0�I 2590h1Krres}ihli R3/951 e J '' "• Southern Truss Companies, Inc 1 Truss: FLl 4 + SOUTHERN 2590 N. king3klighway T mDesigner: dh- TRUSS Fort Pierce, F1 34951 Date: M4038 225:34PM c<xr 1uu0rsT^' COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pale: 1 of 1 T Uersiorc 201 7.1(Build 21 Material Daoa11� vermix- 1565 S Pitch QLy OHL OHR PLIES Spacing VVGr/I Ong 2 040 000 1 24 in 99 N 20-" 2-9-0 2-6-0 2-9-0 2-" 2-7-8 2-7-8 2.8-0 2-9-08-0-0 10-"12&3-0 17-9-0 Zone 1 R c2 , I 1.5x3 5x9 - 1.5x3 l 3x6 - 3x4 - 1.5x3 l 3x5 - 1.5x3 j 5x9 - 1.5x3 l 1 1 III 2 3 4 5 6 7 8 9 10 4 i T ;y,3-(2 - 1x3-(2) 1T 16 15 14 13 12 17 4)10 - 1.5x3 l 3x3 - 3x8 HS 18 - 4x10- 11 4)c6- 4x7- 0-0-0 0-0-0 &3-0 2-9-0 2.0-0 &3-0 5-3-0 5-3-0 13-0-0 TM 15-3-0 20-&0 Loading General (NI Sinnmary Deflection L/ (loc) Allowed Lmd (P� BbgGa&; FBC20171 TC: 086(5� CR 1hOS5b L/35.5 (1344) L/240 TCLL: 40 7VI I.2f114 BC: 068(ISI6) V.U.046n L/507 (13-14) Lf360 TCLL: �Mbrlmms: 10 R)is Wb: OM(9-12) H—CR 003h II BQL: 0 L10L: 100°6 D�Fa�}•a=20 BCOL: 5 PheOflmm(Jia. (12-4,1-8y0) (20-0t-8Q.) (30-I2,14i,90.) (52-0,1.8jL) (60-12,1-8 ) =1 %) (80-12,1-W.) (9041,24A) (102-0,I-8.90) (IIS-03-00.) (120-12.2 J (141 I$A 156I I$90.1 (16¢I -001 (174S2-00 Reaction ry 1r I BmG—bo EII Maval RIdBMWA Maxlima MaxGav MaxWd Max Max}Ix¢ 17 PF(R4i) 1' 55h Caxra;m—y 390n 1,128b4 - - - OftII HPaI(R61) 1 SSn Conmes:Maxxxy 3M, I,127ft - - - 0hs Material Si Bracing Summary Tc SP( TCBmug Sxatsd 13C SP( 7013). 4(Fb4 ja2013)SS7x4(Fla0 BC&ad� SLrat dwP fism160-O,Ae d.WbyCf— Wbh SP( 2D12)*BN4(Fh* Loads Sury 1)M'nrswnmagra' dsgnamrdanxnaslBCTahh1607.1 hasnalmsappfd Member Fo CeS Summary TabbFdmtsMms6algm=CSI,m mialfora;(maxmmprfa¢8•dEfeeafmnma nWfaa4 Tc 1-2 0213 Oh; 5�6 0159 -4,574Fs 8-9 0419-3j99hs 2-3 0415-3$65hs &7 GIs% 4}74hs 9-10 0m Ohs 3-5 0.493-3565be 7.9 0.418 -3-'MM BIC II-12 0324 ZI 14ft 14-15 0675 4j74bs 16-17 0319 2,103 hs 12-14 11641 4429ba I5-6 0675 4574ts R!!n 1-17 2-17 0034 410bs 5-15 0052 8-2}Zbs &4 0.032 -102h9-12 OS4 1(2hs 9-II am-7,337h 2.6 0821 I(16be 7ojoa2 104s 61 h10•0.0-III a 3-16 5-16 0064 -2)Sb7-2 0326 0394 -1,111 b&12 0073 -917h -234Las \CENS)Md � I)Th'sdegn'shasd 12)VACRardH-CR 3)Lid�ofras�md' E7-IOatdeemibytr107FYxidaBuii'ngCnde ardha¢amlddhi—dxbivebadp4alxaaamag—lotdii bjk&siirlgl7q�xra¢vagbadsaey l0d: f dmdmdbA—pmd.D:f LIA(K-t)xDILDiia—d.—AAlSf/LPLI. \ ` / ` � / PE 76051 4)Arpafyo—dfa-, =1DQFusimrappiddbiaphehealns vaYcas elb�hrsssMamdaoxcpa,U3/fH �' 1-20025®m142 5)&JftD.�cdml x3fvegl4ofh&-.dd dadI d—.h1;don"a .J1JCLL5psC � 1 — A, S��NAL /�111 I 1111��� hDFlCElmpyofds'a " Laat�r d�lbt,��nmm nx.Tnrd,�norb;1,d,;solb�6ta.�ond aa;beaadr�r:arwre:,,ppcdn�•kTn�Maa,fao,rraaard�apmeK,maayammmpt�.�aotaK�ramaimssfant,�•kBoa'og BrimMBleakly Ili�in'Ammlanbadmu' sam�sarcrofpafsixulmgimigr�garttdryml�•faherucmagnmsdw n2gxnSxlenmp�Lsardie'lmpanralnfam+fan&CwaIFF:e{'pagefiraddnnelFfmre&nAlmnnevphadmlhe 47�I maadaau�b�rS'mpaxsS TxCaminnglrcnamxdv�oi.�1=42-2762.A1am®rp6esese�yps�GsmL�Ircynif�pUesu'sfohwdbye=l$"xhiiridmRan lBprsgephSor'StllS,uh&id'orsa hehe>.am l8pugcphe 2590NM�HdiR Fl3495 . . ' Southern Truss Companies, Inc. Truss: FL2 1€f Wojedr1:10,0: 2M , SOUTHERN 2590 N- kings Higrway Tr4�Dc' p dno 13R11SS Fort Pierce, F134951 Dale: 6114P.m8 2.'25_15PM r CQGl6PAN ie8 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pam: 1 of 1 tknio¢ 2.01 7.1 [B1nld 2] MwerWDatah versim 1565 S Pilch Qly OHL OHR P11FS Sr-i g WGDPLY za onz 7 aoo acw 1 24 in 981fn p� 20-3-0 2-7-8 2.6-0 2-4-0190-8 2I 2 2-" - -- 2--93-0-0 r 20 2-7-8 -&0 Zone 1 ` � m ri d 1.5x3 5x9 - 1.5x3 l 3x6 - 3x4 - 1.541 3x5 - 1.5x3 l Sx9 - 1.5x3 l 1 2 3 4 5 6 7 8 9 10 ,1 T " T�o q 2x, 1x3-(2)1 v 1 16 15 14 13 12 T 17 4x10 - 1.5x3 l 3x3 - 3x8 - 4x10 - 11 4x6 - 4x6 - 0-0-0 0-" St-8 2-9-0 53-0 5-3-0 51-8 7-10-8 9-9-0 154)-0 20-3-0 Loading General CSI Summary Deflection L/ (Doc) Allowed L®d (pnf) ftCads: FBC2)l7/ TC: 073(5.6) VACB: 062h L1372 (1}I4) Lf240 TC L: 40 7P11-2014 BC: 06504-I5) VA L• 044n L/531 (13- 4) LrJ60 TCOL: 10 PpMbrlmesx: lts Wb: 082(9-I2) }—OL OASn II BCI3.: 0 UM: 100% OaPr.",V -20 5 BCIL: pheOfimm( (MI2,;-W.) (2U0,741111 (3412,14i,90) (524),I4t1D) (6012,1.890.) (7D0,1-8R) (Ml2,I-W) (9042.8,0) 1024.1 II -001 (12fl-I 1 1,41 I-80. I50.1 1-M) 160-122-0A) 173-020.1 Reaction SFinary Sr T� Cnnbu BMWdh Morel WB.VAbh M.Rmd Max(Fav MssWd M-11PEft M.%Il. 17 Fn(%P I 41n G=&Mam y 300e I,Il46s - - - Obs II HM(%I) 1 55h C—�Masomy 300e 1,1146s - - - Obs Material -St ry- Rracitg Summary TC SP( 2013)SSb4(Fb4 TCBmciV 9-fd BC SP( , 2013)SSh4(FhQ BCBmci� 9imbdarAabsal l0fi0,R�inh gnbyOlns Wbs 9'(AL646-2112)482,4(Poo Loads Sury I)Miirmmcsnagra' gealDCTabkl607.1 hmmbmcappTd MemberFc ces SumniaryTabkndm�MmdxrE;maxC9,maxaxeifpq(max�npcfa¢dddlamfionmaxaxalfo¢) TC 1-2 0211 obs 54 0 M-4,493bs 8-9 0413 -3M7bs 2-3 0.410-3,516ft 6.7 0"-4,493bs 9-10 OM4 Ob, 1-5 0.464-3516hs 7-8 0412-3547bs BC II-12 '0318 2,0866s 14-IS OdR 4,493bs 1&17 0314 2,076M 114 0.624 43SSbs 1516 OA52 4,4936s Wbs 01134 -1096s S15 OD30 98bs 9-12 081 1,616bs 11-17 2-17 2-6 0814Z2956614 0MO -97bs 9-11 U18-23066e Ijbs 7-0076 149bs 160034 -Ib }I6 - ow -21167-12 03I8 897� 16 0382IP76bs 8-2 0072 -233bs Notm��P'�—'B����i I)Th'sdde>gniba90i N . E7-IOsssdemadby4 217Fbrb.BlN�Cude / �,C S 2)VnCRudH=CR 2tcceialardhv¢maldilaxsBrt,FxLedplsMa�mngvienofddLdndrcDd®dksd,ampmtas�tl [L+((Cc.l)x0ll IIica®rda��riR3/f'PI I. ` / ` % 3)Ufl=d—b.w. 4)Aspefrymmslfamy byt.--gD*—,—gb--yl— -IDD,hasbmiapp6dohryhehlninssar'+vabaasspmfdbylrcTnasMacadamcpcATH/IN I-21029sion242 f' P,E 76051 5)BuA,egOb�jicshal ' sdFs�aofbcrusacdaMAadbadmaevkdonaaaedBCil.Spri. : �Ci��N, . s ENG�\\��\ �NAL ! l 11111 N717�Am1yofh's :'))4ulbefianiidghcesninmmaax.Tlede4ynoffuidni5alr�'sbiadmdnavaacdnquimawsgpEdbylseTnwMeiufaunsacdchsuPonlramraq ardmnplv�soffenfmmoisifc.hlryieBuifrg Brian M. Blealdy �gjceA�Imhkdrawx maroffaavdbySmPan9xig-TeCmgerO;frceamxdanswEcE91-27R.Atozampbrsam218Ss�mkafr4aTidP'aa¢e'sfoCwdbya=l3'whihni'm�an idccaampnntofpofaanalelgimign +irysoliyferhtnncnx�uwd ns>xnrnSsMmcepagmcdte-ImpuumidamarcnBGmalNa"pagefaraddtiYal'nfmreinAlava�mrPtns9ulbe i3peµgeplu;urSJlY,wiidciidmtsali�asin l8gaygry�ke Se En&476051 25A1N )�ncsF�hRF4ntiF13N5 J '1 Southern Truss Companies, Inc. Truss: FL3 SDLiTHEIAN2590 N. kind Highway �iConDTM !!�lul! TRUSS Fort Pierce, F134951 Nw. 61142018 22535PM T CdPAP�AN IES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pd t of t Vx9oa 201 .l [Btnld 2] Material Data %eraiorr. 1565 S I Pitch Qy OHL OHR PLIES Spacing wGr/PIy 19-11 0 /12 6 it 04H 000 1 24 in 97 Rib 2-9-0 247-8 -7 2-9-0 5-0 — I 12--7.8 22. Zone 1 191-0 m '? 3x6 - 1.5x3 5x9 - 1.5x3 l 3x4 - 1.5x3 l 3x4 - 1.5x3 l 5x9 - 1.Sx3 1 1 2 3 4 5 6 7 8 9 10 T6T v_T1 t2 I 16 15 14 13 12 4x9 - 1.5x3 l 3x3 - 3x8 HS 18 - 4x9 - 17 11 4x6 - 4x6 - 0-0-0 0-M 5-3-0 2-9-0 1-0-8 5-3.0 5.1-8 5-3-0 8-0-0 9E-8 14-M 19-11-0 Loading General CSI Smnmary Deflection L/ (loc) Allowed Load (pat) B49Cude: FBC2017/ TC: OA(S7) VnCR 056h L/405 (13-I4) L240 TCLL: 40 TPI I-2014 BC: OLO(15-16) %b L: 039n L/581 (1i14) L/360 TCQ.: 10 RpMbrlmmx: V6 Pm: OHO(941) H=CR QORn II BC L: 0 DOL: 100% O�Famr,lCn-�20 BCQ.: 5 f4cOffia( (12-4.1-R9a) i240,23Q) (3012,1$90.) <44-0,1•RJl) (Sb12.,-R9Q) 1740,1SA) (Sb12,1-8;JQ) (900�-RA) IObI 14L90.1 1130 41A. 12b1224)A, (14:141143D3 (ISb121 ) 1641 47D3 117. 1 Reaction Summary 3f T C6mbo BmVAM Mmc.l WBMVA±h M.PA M.C—Lw M.Whdlbli Man Maxfbe 17 PF(Nbq 1 55h CammMavoy 300u 1(BSbs - - - Obs II HPoI(uhq 1 4b Ca M—y 3DOh 1,0956s - - - Obs -Material- ry Bracing Smnmary TC SP( - 3)S52x4(Fbs) TC&avg 9imhd BC Se( 2013)SS2x4(Fh4 BCBraug Simf da Aa5set1NKRrf.&Wby has N8s SP( 20,2)f8N4(AaQ Loads S I)Mbinumsxnag®n: � hamxda�-.%diIBCTabk1607.lhnmbmapprtd Member Fo ces Snu mary Tabkidae MenbalQmazCS,nm axblfao (ma:mnry rao ddAfae¢fmnmaxaxn,rgo� TC I-2 02M Ohs 4-5 0525 43521s 8-9 0404-3,46Rbs 2-3 Q401-3,443hs 5-7 0379 -4Zb., 9-10 0203 Ohs 3-4 0.404 -3443 bs 7.8 Q403 -3d68hs BC 11-12 17 2p46bs 14-IS 0602 4X2bs 16-17 0307 2p37bs I2-I4 0590 4 436s IS-16 0602 4 bs Wb; ODM -1106s 4-15 0046 90Fs 9-12 0799 1,5nh 11-17 2-17 2-i6 0'A9 -2=bs 5-4 OA26 0790 1,Wbs 7-14 OD61 -Ribs 9.11 08Q3-2�.626s 121 bs 1611 0.034 .nobs 3-16 416 0*8 -221 bs 7-12 0304 0355-IfpOhs 8-2 0073 -mbs -234hs ` J M 134 1)Th'M.b,hh FA 87.10.,,fa..dbyhe2017FtrrtaB.IftCade iL+(Ka.I,xilfl llisamxdanm�IsATS1fPf I. �\ /' .3 lv,!S 2)VACR.sdlh.CXaief¢sc®,asdhofcas¢Idd�sdebheWdplshaapaxnpme[ofddltimdueDdmdtad,mmputlasilfl 3)l3sLxohays�, 4)Agmfrymmolfamr, �jlrBuiGiyiYsgicacavgb3dse'aYIQ4T. IDO,hasbmsappkdbhepbebea,n salssasspmfdbyheT—MamdaampeAMIMI.2W2Smbn2.42 i PE 76051 ` 5)Buidng0agsctal �fwapfxnfMusanddrdmdbadnmeekdom—JDCD.5psf. •� r 1, 1 1 1 r -r AiA �I1111111 MMCEAmpyof Brian M Blealdy S1Ka'+vAaelmfiBdt-ew' �'�Sd'mesamyminrofprofsaselaw�imign�asbsTty�•rarfcnaSmsgsmud�CxMnSsFrcnnvp.bran7k'7mrnmminfmmiunBGmualTkc'pnyef addrc`salisfmsoionAlmm®rpbasialbe �ayF ifr6Q51 �" smmfau�lySmpznSp}dTefmsRsnylronasnfsri¢ssdsF92-2762.AImomxphssase20ppu�Wst�nTeipLemeufoma�lrya=13'xtidsi�c�an lR�pu�SCsv'9;IS,uhdi iiS eca lighaein lRse 259061 ' Fid�A fl349±1 ii Southern Truss Cornpanies, Inc. Truss: FLEE Projo:1 Name: 2195 SOUTHERN 2590 N. kin Highway g � Y ThwDeagner. dhc TRUSS Fort Pierce, F1 3495 1 D44te: 6U2018 225:36PM c«Vprm L - `"1O"� hks 1CGMPANIES (800) 232-0509 (772) 464 4160 (772) 3I-8-0016 Fax Page: 10[1 XErsion 2017�7.1 [Blnld21 Material Dafaba wmim 1565 $pan Pitch Qry OHI. OHR PUB Spacing WGDPLY 1911 0 /12 1 04M 00-0 1 24 in 8316s 19-11-0 19-11-0 19-11-0 Zone 1- m 0 3x6 - 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 m 9IT , (2) 1T31 ,B 3x6 - 0 0-0 0-0-0 II 19.11-0 19-11-0 Lo2dW9 II General C 9 Summary Deflection I./ (loc) Allowed toad (psf) Btcad= FBC2017/ TC: OD8(2.3) VnCR: on L/999 TC4L: q0 7PI 1-2D14 BC: 0DI(1&19) VaLL• On L/999 L/240 LMO TCLL: '.10 MpMbrTm : Nis Vm: OA6(17-18) lb ck on 18 BCL: 0 DOI-: 100% BCLI.: O.P%d.rY =20 PhxO6%LI12. 124.1 I7D-12.14M) IMI 1$9O) I342-43-M) . Reaction Jr Tbc ��eCdnmd BTp.V.Bb Mabel MexR®d A<V®d MaxOavlbFB M-V.4drbB1 MaxlbrR MaxFtrz I I�n OnmMasm4hs IIO OEa ;tcer'i"aIIS B�d� Summary - Sp(I 213)922x4(FhO 2013)422, BC SP( 40:hQ TC&adShf'd a BCB.&V ShfAPxSmIO4APAWjpby0t- R6SP2012) �4(Fh0 Member Fo Simnary Mmbclgm=CSk stWfd�(daxd.d�f�adffa��axelfd� e TC 1.2 OA-4bs 6-7 OA75 .4bs 12-13 OA75 -0la O76 4a 7S OD75 b �34 OA75 4s2.3 3a O76 4bs 8-101 OD75 4bs 14-15 0075 4bs 4.5 075 4bs 100075 005.6 75 l. 4I5.16 0075 4b .4bas 7 OA75 Ohs 13C I&19 0..0 4bs 23-25 06s 010 19-7A ..I OI2 42526 0.0 2 46a 46s 29-30 OAII 3a 46s 3031 0,011 4 2D.21 4bs 2&27 0012 OAII 431.32 0011 4 bs bs 21.22 oA11 4. 27-28 OAII 4bs 32-33 0..OII 4bs 22-23 0A11 4Fa 0011 4bs 133.34 0A11 4bs Vtla 1-34 OD61 -56bs 0042 .134,a 14.21 OD42 -1346s 17-28 2-33 0.041 -I32ta &27 Q012 3-32 0042 -135bs 10.26 OD42 4.31 0042 -134bs 11-25 OD42 -134bs I5-2D OD42 -134bs .134bs 1&-9 ODO .135 bs -1346s 17.18 OD63 -581a l 1 1 5.30 0042 -134bs 12-23 OD42 6.29 0042 -134N 13-22 0D42 -1346s -1346s R \ \\\\\\ rMqL Notes:\� �lGEIV. I)Th'sd�-skssai E7-IOatsd'eemlbyle�7FUihBuiingOsde 2)\MCRandF]bmCR- PE 76051 UA.» 410ebismahbraadb red6igasspdiaibyd¢&si1n8l�gxr- � S � 5)Cabb.p6a-- b dxxdbsAg ) 6)Obt�sphmal6_ . tM 7Abdpbtwdi42gi,ph4 . S)TcnFa¢ fir' pdb ag FabraalgdgwaroafaratoFplarer4dlndr�rdabtrOtimudml7odmdaeMtrB67�i AA 9)Aga4rym16-.. 101bW...,bbdDm-.1BCCL5ps< 0 n' i Ill N5n EAmpydfdfsdst., IbefianAnlblcasainanta v.71e1�n�noflwidi+i5alnn�-sffiutmdanatreaidrqumlawagp4dWheTnncMarcf d�eaMidssgxnheaawng•andampin�oflenfmmnnvf-'ibyl-&&m Brian M. Bimk.y y� i]e�icA�lmbedawig ¢acapanorofpufmuuleNjimxrgres➢ptsb5y:cfartier�ampcmndesy�9v+n�learapngraMle'Impmwidm�oem@Gr�r lWs papefaadduve+lidmmimNa ar{d+¢dmlbe ��pl�j1 / / naad'auasdbySmlan T-scaryenylrcuawAESR-2762.Nuxn®rph¢are2tierugevdshejc£�phemeRfo►ws�M1ya=13"wh-dlidia¢an lS�ugyhgu':Y413.vM1�idbe¢afip),nem lSgas�phc ]990K7:.�wFkhRPGaeA34951 �f Qj Southern Truss Companies, Inc. Tniss: FL4 Pro cctl larne: 2M SOUTHERN 2590 N. kin Hi via • � � Y TntsDescx: die TRi U S5, Fort Pierce, F134951 Date: M42018 2•)537 PM 11roo� T COMPAlytES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Pam: 1 of 1 �knia -2017 .1[Build2] Material Da verl;.M 1565 Span; Pitch Qty OHL OHR PLIES Swing War/pLY 16- 0/12 7 0." 0" 1 24in 771h3 16-3-0 2-9-0 2-7.8 ,-„-0 ,-1-12 2-8-0 2-0-0 2-7-8 2_9-0 5-0-8 7-3� &5-0 11-1-6 Zone 1 ,3-7-8 16-3-0 R n 4x7- 1.5x3l 1.5x3l 3x3- 3x6- 1.5x3! 4x7- 1.5)al 1 1 2 3 4 5 6 7 8 9 T� . 41T 1.5x6 1T 15 14 13 12 11 4x5 - 1.5x3 l 1.5x3 l 3x6 - 3.5x8 - 16 10 4x5 4x5 0-0-0 Sh$ 1-11-0 1-1-12 244 5-1-8 5.4-8 7-38 8-54 11-1-8 163-0 Loading General CR Summary Deflection L/ (loc) Allowed Load (pei) BkgG0&: FBC20171 TC: 064(3-4) 1bIck 046n L/397 (12-13) L/240 TC[L: 40 TPI 1.2014 BC: 063(II-13) IbtLL. 035n L/527 (12.13) Lf360 TCM: 10 RlpMbrlm : V. tom: 066(LI5) F6zCR OD4i1 10 BC[L: 10 DOI_: 100% C-PFaaorY -2D BC1L: 5 Phe06'�p (124,1-M) (2402-0A) (3Al2,:=) (40q,14i90) (SAI2,1-SA) (7AI2,1$90.) (800]fiW (9AI2,143,90) 102$2-0D. (IIA1 1.12A) 13401-990) (I4 I 152 -0A)(I -00 Reaction Summary n T— 111MU.4 %Vdh Maeel wftvAm MaxRma Max(iav Ma:l)4d Max M-R3$ z 16 ra(K6q 1 55n ConoaeMw-y 3DOn 10 HRoI(Phq I 4b ConoeeMmv 300n 894M - - 894bs - - - Ohs - OM Material BracingSununary Tc E 7013)SSLc4(1%d TCBmmg: 9smhd DC SP( f 2DI3)SS2,4(F" BCBmdt 9x+fi daP ksru104ANrf dc�n+ by0h- VAW S'( 7D12)ON4(Fo Loads l . I)M'rf—mum e®sdasmdslBCTabk1607.1Iwsrocbanappid Member Fo ces Summary Tab> ido ecMmdxrlgmaxc�axalr�(.r�danr�x6�a�xa�lr� TC I.2 0318 of 4-5 0345 -2,7896s 8-9 0.175 obs 2-3 0589-2,789bs 5-7 0441 -2( bs 3- Od18-2,7891as 7.8 0308 -2:A5hs BC 1AI1 0270 1,613bs 13.14 066 2,789bs 15-16 a482 1920bs II-13 0 6 78963 1415 0604 789bs wbs 00-123bs 414 0011 -3461 050 b 2-6 6 5-3 0@2 ,142 .70bs 8" 06i36 11-:6 -5 066 bs 056 21 3-15 0127 -41016 7-II .138k 9.OD5 •113 bs -322bs � \ M. PN_ 134 I)Th-sd.jpAbagd E7-10n faembyt.M7FbNaBdfngCode 2)1bICR.dH= lasdhmtomiddkrivsduebivebadpbst..Mo.4metofddb3bsdmdmdbad,onRodwUl!LL+(Kc_nxffiIII-samdaoxlWsANWMI. \\\\ \,,CE/VS1 3)ubaa4,aasspa>f 6yheHdOgDa®caesvghad:a+ay w4T. \ � % 4)AquaSyanwlfamr, •-IDQbasbariappCdokpbehealres®nmda�lwLsasspeil'elbykTssa$Mand'aoxcpaAT9lfA 5)Bu*3 gl)agnadh l sgvcfsofiesuseadahadmdbadmatriatdordam BCDLSg 1-7D02S®on242 � \ PE 76051 1 t t — `.<o / 1 /fllfll NJ1,CElmpyofhi;dagn mf.&dohconanmraaAx.,,r. 'nofh's:dnidsalnes'sbadm aiseasdmryiann6ssppidbykTrs�Mana(awsard�ymkaolaaq aMoxripbos sofkn0mninaxroshtyle[W'tiFg Brian Ble" IlgasaAsalmhcdnw' idiaxsa¢gerxoofp�o6sSorolagixaign,po ddysAiyforfenusaxrgn�mll fiaxnSskmucpaDrendk'lmpuastlnfortmim&G.iaallls�'{ugefaaddoosalnranuimAlynmsrphu9mlbe S—Da LN76051 manufaoaaiby$mpm TcCmgarq;;,ronaaixdamxEsE9t•2762.A1mo apt+Bam�-0p�gCsnlafx�n�adpbEmecroto+Idlya=l8-whd�idia6an l$�ugeplaGorSq l3,wh�nd®�seh�Jselwnl8g+ugelil¢ 2590N13setlE&R Fl34951 • Southem Tmss Companies, Inc. Truss: FL4E SOUTHERN 2590N. kingsH&vay ProjlxtName: 2195 ThwDiiigne: d1r TIROS Fat Pierce, F1 34951 Datc: 6/14018 2:2537PM Cavponen labalSTM compAPd IES (800) 232-0509 (772) 464-4 ] 60 (772) 318-0016 Fax Page: 1 of 1 T �rsioa 2017..I [Build 2] Material Datable vesaL 1566 Span Pitch Qty OHL OHR PLIES Spaciog war/PLY 16.3-0'I 0/12 2 0&0 0-0-0 1 24in 69Its 18.3.0 16-3-0 16-3-0 Zone m ri � 3 T 1 2 3 4 5 6 7 8 9 9 10 11 12 13 1415 Tc9 PT(2) 1T 16` 3.6 - t30-0 I' 0-0-0 16-3-0 16-3-0 Loadrig i General Cst Summary Deflection L/ 0oc) Allowed 1—d ({.) Bij9codc FBC20171 TC: ODS(1314) VnCR On L/999 L72,10 7QL; 40 1pI1.20I4 BC: ODI (19-20) VnISY Ou L/939 L/360 , TCR.: 10 %pMbrlmmr. 1-a Wb: OD6(I5-16) 113rzCR On 16 BC[L: 0 11QL: 100% C p£am,Ra-20 BCiL: 5 P.ro f=(Jdx-,yk. t (1241-M.) (154121.890.1 (160-121350) (302.4,1.8.90) Reaction .I� I 3r T C—bo BmVhbh Ma"I Maxp-d A.1tw M-C—Upm M.Vwtw M.Lw M.H riz 30 C� I 195n ComsMasxay 155m 111p1f -19m - -19m Olt Material SBracing Summary TC SP( '.6.01.13afto TCBiadg 51mb¢I BC SP( 2013)022x40-.4 BC&.&V 9.dW.Axfi..t104 P.-f de4pbyChds - W1t SP(AII&2012)tf3WT4 Member Fo ces Summary Tahkud sMm balgmaxC51 maxaxe famr(rtmmnq.fao dddfaeafianmaxuelfo� TC 1-2 Oafn -3 bs 6.7 0075 -3 bs 12.13 0082 -3 m 2-3 OD76 -3m 7-8 om 3m OM O-3bs 3. 0076 -3m 840 0075 -3m 14-15 ODU -3m 45 0075 -3b. 1411 0076 -3 bs 56 OD75 -3bs 11.12 0076 -3bs BC 16-17 0DO8 3bs 2I-23 0009 3m 27-28 ODII 3bs 17-18 OD12 3bs 23-24 OD12 3m 2&29 0*0 3m 18-19 Q012 3hs 24-25 OD12 3bs 29-30 ODI1 3m 19-20 OD12 3bs 25-26 ODII 3bs 20.21 0.02 32627 0011 3bs 1. I-30 -51219 OD41 -133bs OL49 OB42 -134m 2-29 3]8 0042 D02 -134bs 38 OD44 -141 bs OD02 35m 0012 -I34m 1417OII32 -02m 34b, i35� Is6 oa6 Ism s2o Notim oz -134 20W am - \011111 \\\\ M. 134��//// 1)ThBds1N,bbawd 2)VnQtadH—CRa� 3)l3�obax' - Ia�d1v@at3ld�hiosdebFekadpltfmaWmn�aidrtdddlxdmduebdmdmQampmlasfkllL+(IC-1)xl]fl lIiieavdan¢stiiATHIfA I. heBuid 4S�@�� dc_y lO-0'. �10EI�s��"f���ii 760Jr1 i 5)txamdC dx.d�tti�a> 6)Cehks,i.[bm1at16 0e'UNQ 7)Amd��ypblex�axd,11Fu321�phq[AICI gyms; ashasb- fo r pbrc idlndrg fbrbm grery:mimsfarato Thridbaft daobeQxmmillaoxreeandhrB=4Hi E4PE f 9)Agialrymmdfam,Gli®IDgk 10)Bu3ltgil:pliashal shine{qCdofrpHeheal�rmis�wbaasspaLadbyheTn¢ManrfaoxapcATHli171-?LID2SeDon7A2 sdfxeglnoft¢n�aidohcdmdmdmaovkdoma®dBLII.SpA: ` e 3 ` w O{/4aJ ` \ Ili; ONAL 11111 NJfI�Aalryofh'ad�l Ilnf Bssloheeaznoxaaar.7Tiedegnofh'sndiiialnncebamdmi�ynobeardrsgamimsa�4dbyhTn�Mandamca�drdctrqunfraavag ardmnpkn�ofhenfmmemssfahWM}bdfrg Brian M. BleaWy IhgcAs Im4k;drax' rdiaea�csnmofpof mroleyrmi�girspaebfry�llyfat�erus;mnryaiendsgidonnSxlemse poga�dhe'7mpwevdhdmmeonaCanelNka'pa8efiradiromlisfamainNmin¢rpba9ml6e S..En&#76051 mawfaomdlryS:apmn TeCas4zu�yircna®den¢wEsEai-2762.AImamd'phtcaiei1pyg4onlshe�Idpbesve'afobwdbya"-18"xhih ndcatsan lSpugepbKa'Stl lB;xtidiidatce lighoicm l8pnugepbt 2%wa FE+hRyr,.M495 - - Southern. Truss Companies, Inc. Truss: FL5 SOUTHERN N. kin 1 L wa 2590 N :43 � Y PrvJect fla ie: Ti ssDeigxr. 2)95 d-c Fort Pierce, FI 34951 Date: 25 61142018 ,38 PM CGMrAXX]A'�' ru COMPANIES ES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pam: I of I V,,. o : 2017 I [B61d 21 Marcfial Databas orL 1565 Span Pitch Qry OBL OFIRIR PLIES Spacing WGTiPLY 15114 0/12 4 040 ON 1 24in 76Ps • 15-11.8 2-9-0 2-7$ 1-11-0 0-10-4 2-8-4 2.6-0 2-743 2-9-(1 5-4A 7-3� &1-12 10.10-0 13-4-U Zone1 1s-11.8 1.541 4x7- 1.5x3 1 1.5x31 3x3- 1.541 4x7- 1.541 -----;-e-- --=I im! 13 12 11 10 3x6 - 1.5x3 1 1.5x31 3.5x8 - 9 4x5 - FGE 0-0-0 0-0-0 54.8 1-11-0 0-10-4 z�-4 5.1.8 5-4$ 7.3-8 &1-12 10-10-0 15-11-6 Loading I General (SE Summary Deflection L/ (Ioc) Allowed Imd (psl) BBgCAdc FBC20171 TC: 057(3-4) WC14 0.4n L/452 (:0-11) L/240 TC L: q0 TA I-2014 DC: 060(I I-12) VniS_ 031 h L/593 (041) UMO TCQ.: IO RgMbrfm Ya Wb: 042(2-13) H..at ON 9 BOLL: 0 DOL: )00% 0.pF�.Y-10 Reaction Su bmary Jr T Canbo Bmvhth Maenl wftwb MaxR®¢ M-C Max1Vd 1 14 M(1148) 1 I 55n Qa M—y 300u 878b, - - 9 ffmcr—) I ish - 300n 878 bs - - Material S Bracing wry TC SP( 3713)SSh4(� TC&adrg Smtkd Bc SP 2013)SS2x4(Fh0 BC&.ft &mbfaRaisa1104DAR f d®gsby0t— VAbs SP( 2012)i132s4 ft4 Loads S ry 1)M'nnunnmap-aoc4 n—,&—.hTBCT.*1607.11-mhmiapp&f MemberFo10-.-W Sminnary Tab>Mu�Msn6afgmaxC3,maxexhlfp;(rmx�np.faaTdEfmxcfianmaxaxhlfa¢) TC 1-201 Obs 4.5 0281 -2(96bs 7-8 0177 Obs 2.3 6-2(A66a 56 0.415 .2,575 hs 34 -2696bs V 0300 - 5bs DC 9.10 III 0264 Ij79lr II-12 0599 2(96bs 1}I4 0.444 Imbs 1011 0599 bs 12-13 0-W br vift 1-14 OA38 .121M 4-12 0008 -24hs 7-10 05M 1,1021e 2-14 0622-1,753M 5- Q023 -756s 7.9 0619 -1,7456s 2-I3 0624 12381s 5-10 0047 -133 hs 9-9 OB35 -113bs }13 0.121 .3916s 6-10 OD99 -318bs Truss -to- Connections Spry ID CersidT— C—IMT— Qm%nzoffa M F E 06.12 An¢b 270d% T773 7T23 F75 RE 2412 270ft TT23 AS RE 4312 270dg TT23 Notec AS ACE && 2 270dg sfltl fL+(Kc- i)xlNl IIisamdanm IsN.9/fP(1. I-20025esxs242 0 bs PE 76051 ii FS ORI-- Brian M BleaW sF mMbe S..E— 476051 ISpphAo"%18',-Whidesea h''o—bd 18L..Wpbe 2-90Ai:ncsHdxkTi reFl34951 T 9 4 1 Southern Truss Companies, Inc. Truss: -.• .»i- :; �OUTHERRI 2590 N. kinT, Higbway Th p 2M 2 � 7T1U5S Fort l'ierce,F13495] Date: 6/14201R 2-253SPM Convonerd u�n� T >�OMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Yaga: 1(7f J Vasoa 2017 7.1 [B.Id 2) Ite,W Database vuT m 1565 Span Pitch ley OHL OHR PUSS Spacing VXTUPLY 12- 0 /12 6 Od0 040 1 24 in 57 Rs 12-5-0 2-7-8 2-7A 1-11-0 2-7.8 2-7-8 2-7 Zone 1— 9-99-9-89 12-5-0 _ I 1.5x3 I 07-M 1.5x31 1.5x31 4x6- 1.5x3 1 I 2 s a 9 8 3x4 - 3x4 - 10 3x5 - 0-0-0 5-M 1-11-0 5-3-0 5-3-0 7-2-0 12-5-0 Loading i General CSI Summary Deflection L/ (loc) Allowed Tmd (0) BBgco&. FBC2DI7/ TC: a44(5-6) VnCR Q13n L/999 (7.8) L240 TCtL: 40 T171-2014 BC: OSS(8-9) \BtU- OD7n LM (8-9) L/360 Tom.: 10 BpMbrl—: Yas Vb: 0.46(5-7) H—CR OD3n 7 BCtL: '.0 110L: 100'h OapFnmr,Ya-2D acm, I5 Fk..Klf( ❑nD, k (ID-121$9a) (2002-M (30-IZ 90) (40.IZI-M) (5"2-Ol.) (60-12.1-M) (7241.8A) (&241-SAQ) Reaction S ' ry R T Cnnbo ftVAlh Mseisl V.Bb M.PF MaxC— M.V" 10 }fiRI) 1 7n Ca M—v 3DOh 683 bs - - 7 MW(T.) I 1Sn - Mon 683 bs - - Matedal S Bracing Sum=ary TC S4( 7D13)122x4(Fbo TCB.&W 9-t d DC 9'( � 2013)422x4M4 BC&.&v 9imlxd.%Sv a110-0O,Rxisdjpby04xsa VAbs SP(ALS X 2012)402<4(Fb4 , UadsSunz I)Mi,inmsvagarc neaad—,,ATBCTebkI(07.1 h-s b-appW Member Fo rces Sunmrary TablerdreQMmbclgmax�,maxaxelruq(rtuxmn pera¢tld3icc¢fianmaxaxelrao� TC a4/5 Oba 34 0]89 -1,714Ta 56 a445 Oba 11.2-3 2-3 1 0.441-1,714ba 4.5 a441 -17146s 13C 7-8 it (1466 1.170ba 8-9 0546 1.714ba 1110 ll.. II70' V26s I-IO 0034 -108 bs 3-9 OD67 -2186s 5-7 0.459 -1?946s 2-10 Q459-1J941. 4-8 a067 .218bs 6-7 OD34 -1086s 2-9 s 601h 5.8 0 601 bs This-to-Ct ummary m a T— FL6 FM C.Tvimcft I-104 ft TMO TT20 nA FM }104 270ikg T A FT.6 FM 5-104 270 ft TTM FT6 FM 7404 2mft T-RO F7.6 Rio 9-104 270de8 TT'.D FL6 RD - 11-104 270dq Notes I)xW TIins®dmixu MA) 1. Obs owl I I I////,/� �10E1ys+4$'�"f��/� PE 76051 OXN lllllll � u ' Southern Truss Companies, Inc. Tmss: FL7 Pi4ect Name: 2195 SOUTHERN 2590N.kingHijiway Ttuareg= dhe Fort Pierce, F134951 Late: 611412018 z?,39 Pal COrt1�O0� Ttus 7M CQMPIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 Of ) Gerrom 2017.7. [Btnld 21 Materia117atabm 1565 Span Pitch Qry OHL OAR PLIES Spacing wGbPLY 1050 0112 1 w 040 1 24 in 49 Rb 10-" 2-9-0 0-0-0 2-1-8 2-" 2-7-8 2-9-0 33-0 5-0-8 7-10-8 Zone 1 10-" 1.5x3 3x3 - 1.5x3 j , 1.5x3 l 3x3 - 1.5x3 j 2 3 4 5 6 T11 I 9 4 1.5x3 l 1.5x3 j 3x3 - 11 2.5x3 2.5x3- 0-0-C 0-0-0 2-9-0 5-1-8 I' 2-9-0 33-0 5-0-8 10-6-0 Loading General C9 Summary Deflection LJ (loc) AHowed [md (pd) wgaAm FBC20171 TC: Q45(4-5) VAM On L/999 L240 TQZ: 40 TP11-2014 BC: 0.15(7-8) 18tIL• On L/939 Lr3/A TC:0 RgpMhrt— Ktl1: QI3(541) RnCR On 7 BCT.L: 'p DOL: 100% C pF4 ,Ra�20 BCD_: 5 Rae01Ts�(Jm\'�A t (10-IZ14M) (2:1-8,14A) (3D-IZ14L90.) (40-17,1-M) (50AI-8A.) (60-IZI-8,9Q) (7:1.8,14A) (80AW.) I (96I2.1.890J IOAI2.1 .) II:I 1.4Il Reaction Su nmy Jr TVM Cun6o Bmwdh Mabel RqdBrgWA M.P-d M.C"Vlw M.Vww 11A.UA M.H ih 7 HM(PAq I 8u CmdxtM.-" 3DD'o 261h - - 8 Rm(Rhl) I 82e C—ftmm" Uk— 398As _ _ - Obs _ Oft 9 BM(R6A I 82A Ca Mashy U9aocn 441s- - 10 H0a1("I) 1 82e Ca—M—y Udabsv�- 309bs - - - Ohs - OCs II Fe(Phl) I 82n Can�Maaxoy Udaxam 108Es _ _ I In MU(%% I 82A Cm ma m udmnn 36ft - - _ Ohs - Oft Material Su Tniary Bracing Summary TC 9'( 2013)t22x4(Ft+Q 7CBmdlg 9�AM BC �( 2013)1P_2x4(Fbt BC&adt 9.f.1.PAmm1UARafodtwby0hn SYhc 9'( 2012)432x4(FhQ Loads Sunm 1)Meinan�agta' naavdanm>I�TBCTabk1607.1 hasntxbmiapp6l MemberFo I Summary TahbevmtsMenbclLlmaxG9,maxaxelfoq(maxmnp taneAddrava(ammaxaxelfa� TC I.2 Q439 Obs 3�4 0315 34hs SS Q450 Obs 2-3 Q446 34bs 4-5 0.454 34hs DC 0.Q022 17-8 9 -34As 1104 0042 -34ft vvffia I -II '. QQ35 -112 hs 3-9 0011 -366s 5-7 Q114 -322)a J 2-II OD19 37hs 4.8 OD73 -235hs 6-7 0,034 •108b 2-10 US& -284 bx 5-8 Q129 -360bs \\\\ \ M 84 Notes � ���`\ I)Thadapfcbased E7-IOasrt7'aexsdb7Ae20.711rih&dfngCode 2)vBtCRatdHoaOi � hacaml�debFwkedplsfinepamipu�eaofddltaondueod®dkQranpmlatOdl LL+(ICe-I)xall lIiiiamdas�msl�A1.HIIA i. 3,ltnLQadnwer�mi,bi'kbB�H�,�S'ID-0'. \ / \ / • \ � �_ PE 76051 4)Aq.kymmdfamr IDO,FasbaieppWnkpl3eAbaln wUaas�¢ifelb�•kTnagMemdeaxcpe•ATHR}71-2002Sx¢n2A2 - i � �_ S)&sii'rgR.dgncdal� sil'w�tofAcnvatddcdadhadtmmbekdonolaa�BCQ.Spff. � ' T I Tlc S< 0R I �'��\�t�,N, L I I Fl7t10EAmpyof4is dnl(+efunA�niMcefinaxvamr.Thed gnufAc:d'n dxslt�ulnuimds�aeeatdmpdanersspp6dbyhTw Manidad�caM�dsupmhc ma- a�dsxnplaLasolkefmrarcnmldfibyk&d1i1g BiianM Blealdy Da:g A-1.1 draw. ndutsamq�arisofpolmixalag:m:gn-gxxKbS+ys�ify! Msasmmµxuade�dpanSzka�scrygmndh'7mplrbminfmmeon&CmealTItr3'pageforadddttulnfoma¢nAlmrvmx peaSmlbe S.AEkr-476051 matmlasvadby9n{en�agTeCorrge�p;Ircnamda�aiAF3t-2762.AFmroxmrpbrart]Dg gC�katnifd�esoe'stolbs�bya=18"whitiiidaaan lS�uory�tgw5tl18',sshdi ixixatsalid�ec�I88augephe ssgOHKrng}ydtR A}195I Southern Truss Companies, Inc Tn1ss: 1IV 10 1' 2590 N. kin Kt wa SOUTHERN b's €b Y Projectl4wne: 2195 TnmDeiir-}Fef: 6)c I. ' TRUSS F(xt Pierce, F134951 Date_ N14/2018 2�:40 PM ax�x Sol Tom, TM CO MPPANIF-S (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10P1 NE79olt 2017.7. . Mauaial Darabace .uUd2] y xsl= 1565 Span Pitch Qry OHL OHR CANLL CANER PIIFS 1,1-cug W&MPLY 11300 5 /12 1 ON 0." ON 040 1 24 hi321� �I� 10-0-0 5.4$ 4-7-8 5-4$ 10-M ' 4x4 - 1.5x3 i 2 3 4 12 a N N 5F 2x( 1 5 1.5x3 i 0-M 10-0-0 10.0"O Loading General (S1 Spry Deflection L/ (loc) Allowed Load �(pst) BdgCode: FBC2017/ TC: 061(3-4) VACR- On L/999 TC•L; '+� 7Ti 1-7014 13C: OAO(6-I) 16tFL• OnFF LM99 L/180 L/1A0 TCL: 7 R¢MbrinamsC ya Wb 026(4-5) HrzQC On 5 BCLL 0 OOL: 125% OepFzdm,Ka=2D BCC(.: 10 PheOffpk (1.1411534t22) (20-03.8Q) (49-173$9D) (5:1.1234190) Reaction S Icurrary Jf 8,Widh Malrel Maxp®a AxRarc MaxOav MaxWFd Mmi M.W k I Caa:— �I 1 120b Cm Masmry 372bs 76pff - -178hs 478hs 163bs Material SL, unary Bracing S l pkdry TC Sp(( 2012)R32x4 7CBrdmg 9dsmydarAxisaz63-0,}laiidaVby.Ohes BC Sp( 2012)932x4 BCBaft S.A d rRd—t634),Bafnd6V by0h- va, SP(Ai�20)2)63N4 Loads Smn�nary I)Tni~h1 b-dforf—T.6d,mlopreaaxnd�di bt dpi d dm& 2)Tbs�basbmr fakdras�W+,dteds�aoarda�„rNs�7-lo,krot,+:�,tssd<f�at:�a l6ow�a�Nent.cet,>:Frpevu���ayrt(r=InoAo,datatg U-36tbs40t1b-22 MEdZ—Tn.%Mdradvdb-,i eel.DQrI,6D,CCZ—VTdh361t ` Member Fc rces Slmlmary Tabbies -Manta Q..C3,— .Wf—,( .rao adar an�xax�ra� TC 1-2 0455 71 L. fa8bs 2-3 0614 28bs •2460 3a 0614 28ft -24b; BC 5-6 0400 -28bs 6.1 0.400 63 b; -49b0 lilbs 3-6 0.120 378ba (-257bs) 4�5 0264 135 hs (409M) Not= 1)THsd�n'sb. d E7-IOasnfaamlbyhe377FbrdaBulftQ e 2)VACRsrdHnz �seMa�lasdhoscosralddlrtnsAzbiveYedPiafra�smmfinetofddlsgn8nbdmdked.mnpredasi3llfl.+(Ka-I)xllil lIisamdanm�lihT��7/fA 1. I!//, =. b.*— 3)Cabsbdrudha3rilg 4)T mh.sb- d rai sdF b g fQadafp> dtx a�Qotl ma.n�a�IxB��. \`\11If \\\\ M. B • ��i 5)Th'sgahkhasbmid2sp/seiforalS(mmc)ralo:weharg 6)Agmriyoxnolfamp.Cq�IDO,kuhmiapp6e>otephebealr svaha:asspeil'dbyleTn�MamdanmpeRHrtBI1-2702Smir242 �> \\� \�—_ �xCEIvq wl-duidtpFR baalmMWFFtSO Wft PE 76051 — =r ,A ii, �sS <DRIp pNAi `EN\\\\\� NjnCFAmlryoftluh mdralbe6anehdofec®rnarvaar.TFrdr isofh'e"adxhnlnxa'stanlmd�satria andr¢Nimvi6a�p[ilbyheTrsdsMandaecardrdas�exshfamaaq ardansplv�ofh:idartaamufafibpheHrdli� Alpha ftlbe Brim M Bleakly I1tgeA�lonh'sdtau id®aa fpmfazaulagre+ggrcq�nddycYiyfirhvs+�mrmarvn�SsfounSahemw{ageardhe'TmpuaralnfarsaimSe0msalTlrs"legefaraddn'ual'nronero S n E.L?,476051 mamdaausdbySm vgTeOomparyincna®rdaaxuvsE362762.A1musanrpbga2Xlppuge,mLBl,es[.vfadphesve6fogwrdbya=lS'uh'diidlsaaniScaygephRor'9Y13,wbih isd©aat/ghe�nl88asgepbe 2590)yF:resH&RN¢F134931 g - Southern Truss Companies, Inc- Truss: HV6 Projec(]vame: 2195 SOUTHERN 2590 N. kings Hi0lway TrIs9Desigx : � Fat Pierce, F134951 Date: 6114n..018 225:40PM TRUSS rm CdMPPANWS (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax gage: 1 °t 1 Vxsilxl: 2017.7. [Budd 2] Material Dataix se 1---%5 Span Pil b Qly OHL OBR CANPL CANER PLIES Sp rirna WGDPLY 64M 5 /12 1 0-H ON ON a" 1 24 in 191ts v N N Loading Load TCLL: TCOL: BC.L: Bm, NeW.-OrnX Reaction .Tr Type 4 HM(M I %(Ml) Material TC SP( BC SP( R&s Sp( Loads Su 6-" 4x4 - 1.5x3 2) 0-0-0 0-0-0 6-0-0 6-0-0 General (A smumary Deflection V Ooc) Allowed BI%Cadr. IBC3117/ TC: 064(2-3) v6tm On L/999 L/180 TPI I-2014 BC: 041(4-1) Ma L• OntP L/999 L/240 Ripmbrimmz: 1a Wb: 0.78(3-4) H—at On 4 DM: M% 1 OapF40.51-20 I 72h Ca M—y 129oxnrn 1786s 1 72b caa m&axay U-k— 766bs - -936s .93 ds 1906s MY Bracing Stmnary 1))01,4 TC&aft sh t dwa.F..6-3gBcindagrrbY0h- Z)A32c4 BC&adg 9rmlydorA f..t63-AReM-ipby0h- :j#334 lrc %xd.b IOpdbawdbrdL badplshadba& t—Ta faidh n..—•.••••.•.•o•s7. IOWhf rota,:g—d!r d:pe 160mdrutimaSE@mad.A*E bi 4C bbtip, OftC Wyn0-1D0).O. 1ft 4Z—Trus WdY ardadr—r d.dDOL,160,OCZ—Wdh36fl wry l5bkhdaecMoabamma:rS7,rna.amlr«cs(rrmwmprr adaraanrmnmaza:ulror j 4 1.5)01 I)Wsd6phbasd 1 E7-10aver—.Wbyie7D7FWdzBa3%u& 2)VnCRardTb7 - lardhw¢o�niddkdusdebfvdvd Irae�mrtipun¢ofddlrmmdxbdmdhad,mmpmiasl]tI LL+(Ka-I,xI7dl lliiamdar rATHIfA I. 3)AgwE,y-,YN �Cq=ID%hasbmtappEdblephebbalyd=mdap/ruahaasq=MbyteTn Mand'ao pcATHAF 1-2002S®n242 9bp-- M \\\ 11 A , 4)A $ tl L7 �qry� 71 N ! PE 76051 i,/�s �CNAL E•NG\� ��\ r fill 1\��� hn:nfnddaltus;etu�atmd9erroiauard•h�rnu:Mar.d'anieandrdaapmfeamoaq ardmrnp1w—ft hfm-ionmfbrhbyM&,ai{8 Brian M. Bleakly 0.jnlr�lonheda(rfigndasampnrrrrofpcdmvntag:wincrr�ndtiysa,E�•forMuxamp�mtdn9nwnSghemueiegeaandte'ImpnentirdonrimgCt alTktia'pageroraddiaulirfmreuonAimnmorpbl�shalhe &„Q�47�1 maytaundtySmpvllbrcg-rcCongerqtireFa®rdvnvAiE9t-z76z.A1mrmabrphetue70Qr4ReunLaMpmY.dpbsvesrukaWby.=18-.h'ch idasan I8pygepWW".W I 9,-bih hff-�. ho ,a ISpuambc 219px� tTehAPL>QH349 . .I-... .._' ,II1I .. . . _ 1 .-------- 4 dibb Southern Truss Companies, Inc. Muss: HV8 = 2590 N. kings Highway SOUTHERN. Project Name: 2195 Thw Ian dhc SS Fort Pierce, F1 34951 Late: 6/14018 2 AI PM Tr2n� t[B!.ITd2)DatabaseL POMP ANlES'. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pagc: lof] Urvnx2(717.Z 1565 Span Plteb Qry OHL OBR CANTL CANER PLIES Spacing war)PLY 8�0 5 /12 1 0, 0 0-0-0 G" 0a0 1 24 in 26l s 8-" 5 4 g 27-8 5.4-8 8_" 4x51 1.5x3 l 3 4 12 N N 51— Li 2x 11 . '1 5 1.5x3 l 8-0-0 0-0-0 8-0-0 Loading General CSI Summary Deflection L/ (loc) Allowed reed (psf) BwgCadc FBC2017/ TC: OM(13) V.CR On L/999 TC(L: 20 7PI 1-2014 13C: 025(&1) V U_, On 1.1999 LAW L/240 TCQ.: RfpMbrlaamx: Va Wb: 062(4.5) iirzQt On 5 BCLL: 13C1L: 125% Q pFad.,Y-211 BCDEI IO Phecfrffi(1 S 1:1-0IS ) (3 78. 4:1-I ) 5:1-I ) Reaction Su priary 3r T Cwaho BMWAh Maehl RqdBmVAlh M_pR MaxGa M.W.RbM Max M-tbriz 5 BRd(Ml) I 96h C.o Ma y t)d� 141 bs - -87bs 6 BRol(MN 1 I 96n C—M—Y naly 266bs - -177bs .87bs Ole -177bs Olx; I M(Pbl) I 96ia ra—Ma—y W.— 187bs - -756s .751a 3121,s Material -Summary Bracing Summary TC br( 8112)032a4 TCBredg 5FmbderRA.W630,Brrnd�byGh- BC .( 202)632ra BCBdg 9mddaAaisat634hAdeVby0h- Sr( 2112)t8a4 Loads S ' 1)77fara hnb- ' W., n=c10pfb a dvd1,�badpbsdadt,& 2)76'anasstaxsbmi � fort=dfeSofwidladsn•—'^�=����.lON7hfnfoUuiag�Mrdip! 160�hutlnmkE¢aioeGFWyF+daai,(36h7�p13,iLgC gay8(f�IDO),QaalBtlg U_30x40tl,h-22 FidZ—Ts�,%T*ceda.bm6dmdOQFIb0,CCZ—Wdh36ft Member Fo ces Summary Tables dmesManixigmax(S,maxaxhlra�(maxmmP:ra�dderaea6�maxaxh,r� TC 11.2 1 0.471 -1496s 2a 063a 946s d56s) 3-4 0.4 2 66bs -251s) n BC 5-6 0253 -666s 61 1226s -6 ; 14ba 2-6 0.189 5946s (4856s) 4.5 0615 2806s (4071s) Notes: 1)nT&ia'asb.,d 87-10aardmnmlbybe277Rxida&af co& Qna AT9/fA 1. 2)Vn@aadB—Clt lardhv¢a>mldibixs8¢birekedplafima�mmpaacaofddlsflmducbdmdbaQoxnpmlasl]dI LL+(Rc-I)xlldl 3)Agaalymnoltemy =IDJ,tasimia loiaepheheal n¢d�wbsasspaii'e6FyircTn�MamdaaacpcATHlIR1-20025aSm242 4)Bwiimdepaaldfa�-oRwxpmdrg I{ M B/ N /+ p �5M.I. upfift��alavdmMWFRSGsijkedrg�\�t��v�4Ys `//- ! PE 76051 •t- A i � L PAIAIIEING\\\\ NC7(10EAmpyordfs "daal6ef iJeiofaaetomm�ramc7l ndfm:adniLnitarznbaartlonAsi<mavhardr�.a:annbs dbyf=T nManteo�manladauponfraavrag animniplyae�ofhenfameematfM�byheBudl'ma Brian M. Blealdy D }meA9slmttsdawi fd 6aQlptdl�iVfpNfiBU®ICISiImiaSra�pf[31�1i'S1N�'fKi=IlffiNtipOaabad�l�quRSL1=��Tpa�tlrdil['ImpOfN111711rMN6011SCt�H3IN]6�tfKeddli]M13InrOfllaaE0M1A1@al�fpbF.SS1a16C SmEr,&476051 rraarmfauadbyS pan TeCdnparp;Ircnamxdar�utiaESR-2762.A6mrumxph�amYlpaugramLeiie�s8adpheskaRioSsuedbya"-18'whiia nd�san l8�ugephkrr'SIIS",wh'<ia ndiasah'�tm;r 18py8ephe 2593K FiehR Fl3095IDU I Southern Truss Companies, Inc. Truss: J2 o SOUTHERN259OIrT.kin slTi2hwaY Pno)cdl-4= 2195 Thm d TRUSS Fat Pierce, F134951 Date: &14rA18 2M:42PM Caa lx c �m Sql 7 , COMOAN1ES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 1 Page: ION �C-lsion 2017.7 [BuR 2] 4aterW- Database 1565 Span it Pitch Qty OHL OHR CANTL CANTR PLIES Spacing WGTiPLY IN 5 /) 2 20 040 000 13-4 O-M 1 , 24 in 7Ila 2-0-0 1-4-0 I 1-4-0 12 N 5F- 1x41 3 1 1 211 - TT 5 4 CJS CJ36 CJ5 CJ4 0-0-0 0-0-0 1-4-0 Loading General CS1 Summary Deflection L/ (loc) Allowed I®d (p9) BldgQ& rBC2D17/ TC: OI0(2.3) Vdat ObIP L/999 (4-5) L/I30 TQL: 20 TK 1.2014 BC: 0.12(54) NhILL• obly L/999 (4-5) L1240 T. T21.: 7 RpMbrim-rc: )Fs OD7(2-5) (D dcF TL ODI n 2L/999 (1-1) 2L/I�1 BClL: 0 DOL: 125% OudOHU-, Ob 2L/'999 (1-1) 2L/120 gam(-; 10 ODI n 3 P6e0ffses(7 - ' Y. (13-I4 -3A) 0003-13 5:1 ) Reaction S�rllgc.—bory 7r Tvpe BrnWdh MMI RgdBmWM M RIa MaxC—Uf) M V"1W Ma.LW M.Hxir 5 rb(rw) I I56 - 3D06 226bs - -Ala -72 b; 931a (T.. Iri, - 3DOb B4hs •44 La -43 hs -441a Ohs3 4 II �(T.41ISn - 3D0n 38M -30bs -276s -30hs Ohs Maial�I U1�� Bracing Spry TC SP(NlSLh2Di3)tl22rd TC&aagg 3imladuAnirtet6-34,11cfo blOhes BC SP(A),,,,,,II������000000666666���20I3)QZ BCBremp, 3imt�grAuieaz104QAefid�by0lns albs SP(AY�Q�2D;,..4 , Loads S ry 'I. 1)71a,=h,= �esAreb10pdbW dadMbadpbsdmdbads 2)Thcn�ha5mr - faledr=ofuWbadsi—d—%d A9(.E7-10%,AtteUowiv ddd:p[160mphulimgE�ae.eC,rv�•&heaLCnbl•}ipBuMig�gayBO�IDO).O.aa7Bgg I7rtrs40fsz473311h ISQ11aErd7meTne3Tkliaadwdlmis&ed0(IrIf0,OC7arcWidh4ft 3)M'nim —bafti,-®rdamxATDCTabr16071h.smb—aypW Member Forces Surnmary ,�be M 7gmaxe. �a a� rg q(� a,�pr.rm uree�6m a.�rg TC 11.2 I OA84 -76 hs 2.3 0102 -25bs BC 4.5 II 0.11 Ohs SI 0.118 93 bs (-19bs Wbs 2-5 O07I 223b (425bs) III Tlltcs-to-}`},`'' Connections Summary CvsalTn� �m:rs4 n� Ofla n q TT27 it XA . 3 TR7 n R7A 1968 90dg lV-1_C,f`i/ T13 n 08 2.11.0 45dg \ `' TO n 7-11-0 313dg i �1GE%vs _Cla TT8 n 04 2-11-0 315dg TM 72 036 2-11-0 5dfg_\ T n c14 - 2-11-0 45dfg . \ i PE 76051 ` 15de ` TT31 n 036 2-II-0 31sdg / 1 , TT32 n C16 2-11-0 45dg I T132 L 06 2-II-0 315dg A i /�vl-Ir i)Tb'sdnBn'sla pM9CE7•IOazrdeamibyfnM7FlwidiBuifngCade / "O � �� .� (� r / \ 2)VnQt, H-pt aRixwnalerdlucwreldihmrsdueoFetmdPlslnoapmrRooandddbamdueb6adhad mmµedas4il i3.f(I;c-I)aWl IIiieandaimJiATi7lfpf 1. /� { Ln /�� \ 3)AgikzDIfal�r,Cq=I.13,hastmrappfdo/npl+ebealr whsss iVbytrcTrsaMamdamapcATH1fP11-3)02S®n242 // OIrVY'D.� 4)Tnn:ws�a.rrmmefmgmphml'rnaprminmly Ahangaorr:1,cwnaalwu�,�albpw�n�atesax�naodupB'cawnbneR ,smerey. / ` �_ R V �\ '`s70NAL 5)LadwidspfAt basdm M"rx9n,ymdD� T170CEAaTydtll's shalbefunByduMmmma>aasr.TMdip'ngfhuidndialnsarla�aidaT'nui aaidreryimeneagp4db�MTsuaMamdaarcardrrie;upmMawraq anlomp)aiesofhtnfmmrtnsYforttyricBui]i�g, �uigid BEM B)ealdY Rn�sa.)9almAu rza�nn¢ofpofsiralv�nmigru7vx�s5y�fortie.uammpunvdspndwnSslemvcpageardhe"impuDnldmreim&CaualTtr-K'page0rsddmrelnigme6nAimn�rphes9mlbe ����1 nawfenndba•Sm' 9agTi{'arnpar�,ironea.dsr�suAE512.2762.AlmnnaapbgarelDpveGiml�les�ail�dptsa�e'sfoFmul6ya=lffwh'drndaesan l8gaugepbeor'W I$,whiT idiauah'�eval3pps�eirhe 75gp)yl:n¢sFiehRP�Fl34 • ss Companies,Inc. Southern Ttvx T1uss: J36 :.. , SOUTHERN 2590 N. king; N&vaY Project 1vDne. 2195 Tru>sikro r TRUSSFat Pierce, F1 3495 1 ALte: 6114R01S 2:42PM TM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 °[ ) Xb omx 2017.7 [Build 2] . Material 1Jat ibw Ve*sac 1565 Span Pi ch Qty OHL OHR CAWrL CANrR PUB Spacing WK3'T/PLY 350 5 /12 9 01" w 1-00 0 &0 1 24 in 12lbs t a 1 T 2) 12 1.5x31 3 1.5x31 FGA 0-0-0 0-0-0 Mo 2-2-0 3-" Loading General CSI Summary Deflection L/ (loc) Allowed Lind (0) I3ugQ& FBC2DI71 TC: 024(1-2) VAM. ObLp L1999 (3-4) L1180 TOIL: 20 TP(1.2014 BC: 032(4.I) VAU- 0hup L1999 (3-0) LMO 2LIIZ0 TC[L: 7 RcpMbrT.— N's 1% 01I5(2-3) C dCHn- 0D3h X1939 Bal: 0 ❑OL.: 125% Cant/CiiII: QOIn 2LMJ99 (I -I) 2LIM BC L: 10 RT CR: On PheOtC—I3mXYAi10 (13142-3a) (2:1-I2, -M) (3.1.123419a) Reaction Stinunary 3r Tm. I &RCmdo Bmwm Maxml RgdBrg%MA M R Max GavlbBl M.WtdQa Ma:1w M-Wiz 4 ph(MI) I 8n Ca M—y 3DOu 2066s - 33 Fs -Sb� Iamb, 3 HR.I(r—) 1 ISn - 3DOn 60bs - -651c ids - Matenal S Bracing &mmzu7 TC SP( 2013)R22c4 TCI3amg3imf�aAsisaz6-3-0,PIvGib�Ohes BC SP( 2013)M-2x4 BCBamg 3ialydMP f a1100APj&dzjVibyOhgs wbs SP( 20I2)632x4 Loads Sulry I)Th'stusshazhm Wl—reEdtleb lOpslbnamdxxdFehgdpisdmd lads 2)Tbi;—hasb- 6,@drorfrdrasoFwidhedsbaobda ih�9CE7-Io /erobniigugQddmliQe 16omphu4natF �rWY � ;P. OB��Yn(I-IDo�O.caIBHg VI 36ftx40$h-2fr lThEidZ—T.0 , �rad,.b-6i dnCLII60,C CZ—Wdh36a 3)Mbim-w,ag. badngna®rdar aTBCTabr 1607.1 hunotb—ppw II Member F rces Sunnuary Tahk tsMmdclgmax(3,maxa auger( .raQadaree amaxaxbug� TC 1-2 I 0242 -7UFr, BC 3� a164 Oks 41 0321 169bs (-211s) Wks 2-3 a050 15715 (fi51c) T� )us-to-t 'M Connections Summary 11D 25 �'I Ca 136 T7Tuk 34.33 90d� 7725 D6 Mk 5413 90dcg Tf25 I36 luk 7.0-13 Soft Ti'S D6 FG1, 943 90deg i`.` TT25 336 FGk 9-53 90d'g \ �\CEIV& TT25 .B6 Fid 11-5-3 9odg' Trs B6 FrA I}53 90ft \ / TM 26 M11 17-5.3 90f _ PE 76051 NDtes — 1)Thsdeagn'sbasai E7-IOaaidaandbyte7l17F1xiGBuidpkze 2tWsCRaadT6z a�eFeatiilandhuaorialhlhixadaebiwWdliaMgpmnpaiavorddbvmduebdadhaQmmpmlasTJd1 I3.+(I(a-I)x1YII Iliiamrd—I&AT•S/ITi I. 3)A4a1ymeol0wbi;Cq-IXQ.b—pp6+ t pbeh-1,6 xda;envab..W £odbyt.TmshWmram MR431M 1-2002Sa3bn242 4)Tnesaaiea—u>pnefgrgaplinlnTnanmony Alv�rorgE�eaunr leanmv+�albepwidiloextrmax(msmarduPGfl3�mmnMRrjmn9nmuy. O� \ .C` ~Ljj ' //4� \ 5)T;exdM:d�q�fSti ' h�mMW'HtSOiT)kttdrg`-ZORIeVi %`jONAL ����! Isga»grpbr Southern Tniss Companies, Inc. Ttuss: r6 ° SOUTHERN 2590 N. king Highway Tfw Des e: 2195 : TRUSS" Fort Pierce, F134951 Date: 6114)2018 2a44PM Cmyxxlent Id]OILS n COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pw: 10f 1 Union: 2017.7, [Bw7d21 Material Database : 1565 Span Pitch QLY OHL OHR CANCL CANPR PIIhs Spacing WGITLY 60-0 5 /12 7 0-H 000 140 040 1 24 in 18Is 6-0-0 7-0-0 4-M D-4-0 6-0-0 Loading II Lead �1 TC1L: TQL: Bal- BCCL, 0 PhtOffam 3 Reaction Sw 3r T Q 5 V.(RM1) 1 4 HW(r—) 1 3 HRalCr—) I Material- SIM TC 8p(. 2013 BC sP( 2013 Ryas SF( 2012 Loads Sumnkan ps 5 IX51 CJ8 CJ8 F2G 0-0-0 1 4 0 4-M 0-" 6-D-0 General CS1 Summary Deflection IJ (loc) Allowed BUgQ e: FBC20171 TC: 046(2-3) VaCR ON L/999 (4-5) L/I80 TPI 1-2014 BC: 032(5-1) V"LL 1 ODI b LM9 (45) L240 P.pMblt— tis Rlb: 016(2-5) Cam/OHTL ODSn X/505 (1-1) 2L/120 DM; 125 % C.WCHLL, OD2i TY 2LIM (1-1) 2LI12D an amommas�ey - -�� ISb - IMi, 82W - - iSn - 3DD'n 126ba - -116bs -BracingSumma>y- TCBmdg ShaandaPai-63-%Mmrnd.�pby0t— BCB.&g Shmt�orAviam1000,Avfideig�byChea -WMdvdheWd pbsdadbads 6iio dar—*AS=7-IOvAdwfobrwg dSmlipt160mphuinakE`q=nrRkF,.bAMbL4ioBJftCatgaYRQ-smOO JBl$ .md wdi onaidnA D0L- I LO,0CZ-V7dh4 R :Tabb16D7.1 hasnmbmiappW MemberFo Summary Tabbie=mMenbalRmmCSI,ma hifoia°,(mm W.f=dddfmmfimn axnlrorO TC 1-2 0.191 -293hs 2-3 0458 -105bs BC 45 II 0294 Obs 5_I 0318 223 bs (48N) Ryx 2-5 0156 491 bs (-271 bs) Ruis--t&-tru Connections Summary ID ' T— T— ODsi Ajvk TTS 36 CB 8b14 45dg TH 36 CJS - S6-I4 315.ft TM 36 E2G 6412 27UdQ 1)W.65gnarzEi.713-I,h0 aaasnbdmmiap.p,Sddbybt/.tMph7tFhberadl.rBsualadrbiagdCags& 2)VMCRadFtxnaldhieoaaldtikbadphin vaelexymasnspa—iFe,lLbyhbleTIrmanadMvmudfamadubcadp,amMmHpm/fPlal lL-2iD02L5L®+(nKa24-21)xD!fLMiaamlararvAA79RA1 3m= 4)Tnmb— fagaobj'napminoaly A'mWmobamu"almmevmshalbep i dbaalmnx mmionaMupFfWwnnIcP-6mflnvmy. -116bs Oba id— romq dtBabr g I Brian M Bleakly 11 i ISgavgep6e Southern Truss Companies, Inc. Truss: J8 s . 2590 N. kings Hi wa Project1,bme: 2195 SOUTHERN TnmDeaigrr- dbc TIROG Fat Pierce, F134951 Date: N14/2018 2:25:45 PM Tra iM COMPANIES. (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of2 i \imm-2017. 1LBu®d21 MafcrialDathase 1565 Span Pitch Qty OHL OHR CANEL CANPR PLES Spacing WGI'IPLY 80-0 5 /12 20 040 04M 1.00 0-m 1 24 in 241tu e-0-0 —i 1� 0 8A-0 14-0 8-0-0 Loading Load (psi) TCIL: 20 TOIL: 7 Q3. B: 0 HCII.:ii 10 S'6eQT-(J,rc),yATr PeactionSill rr Bmcc 5 a fflW(r"Cr I ms) i 1 3 HRd(rms) 'i I Material. S TC sp 2013; BC �( 2013 3Vbs 1P(AL%&2012' 11 Loads Stantbar) K 5 A5G 1x5� A7G 0-0-0 0-" 1 4-0 6-8-0 1 1� 0 8-" General (N Summary Deflection L/ (loc) Allowed BBBCade: FBC2017/ TC: 082(7.3) Vadl• 0.186 L/403 (4.5) L/180 TH1-2014 BC: 055(54) VALE.,ODSn L/999 (4-5) L/240 MpMbrfn : Vs Vm: 021(2-5) C dCHTL 0.16n1P 2L/153 7L/17f1 DIOL: 125% C.WC"LL OW LP 2Lr375 (1-1) 2L1120 8n Ca, M—" 3DOn 363 bs - -114bs 15n - 3D0•o 121 bs ISn - 300b 183 bs - -162M Bracing -Summary TCB.ft 3mt,a1aP fma,63-0AP ff deq,by6lMs 13M irp 9mt�arLriaat1040,AafidapAby06es ILaun dmdfuekedp4sdsd 6adc ki,aanrdm¢,.fN9•E7•IOvihleWknr�,erdS.,a1:p¢ 160mphu4,mgEvn eGF*EndosAQ 1#io,&aftCa�ayBO-IDno—IBIt hrad,bwnsd DOE ,60,OC7arcWdh4fl .T9bk1607.1 hasmbmiappld Oh -1626s Obs Member Fa�rces.Swnmary TabkrdoeMmdxrigmal(3,maxaxalforte(rmYmnpcfpafddfamfmnmaamalfoa) TC 11.2 1 0318 -372 bs 2-3 0815 -134bs BC 4-5 11 05M Oft 1 5.1 0547 2606s ,63hs Vlbs 2-5 II 0211 664bs (-4066s) ThIss-to-tr Connections Summary134 TT2 38 ASG 12- 2 90d8 m a AiG 1ao12 90ft T12 B ASG 16a12 90ft TT! is A5G 17-I I-4 90 ft _� / • \ Tm is � 21A.4 90� = i PE 76051 Tr- isTr2 is A50 2}114 9odg ' — 1715 33 A70 8412 270ft 7r 33 A7G 10412 2704 7T15 A A7G 12412 270ft. T r 5 33 A7G 14412 270deg _ 22 Tr15 is A7G 16412 270ft / O `\ a 7TI5 33 A7G 18-612 270ft / 7715 1.4 AM 2f3412 270dg �� � N- 7 5 A7G 26412. 270'E rr is ls s A7G 24412 270ft a� // s� TTIS JS A7G 28412 270deg Wf7CElm{yofh'sd n9mlbefianiiafoteaeainmMamri7r.Mgnoilw,Sniialnd;nhtadmd�ovuardm?umaiss Fj'4+eTnasMa,ufaaaa,d,dcigmlramaawanimny0.u,ssofhenfmra6nsffaAbyfe:Bui1'.g Brim NiBleakly i)sgiieAanlan h'sdra ndaaea>pa^reofiaofi�'umlalBneng,�a,3'Tymliyr 4rn�m,rgmead�gn9>wnSsarmere8ca,dle•7mpeeuml¢n&Cmealbkayrygeiaroddeanr ramounArmwvpblabalbe SnnBn.k76051 mvo£erdlySm{en TeCm�anl;rrcna®,da„sud,flit•2762.AlarmapheareXlya�unLxi,e�®fdphes'vrsfii aiFya=l3uiidi nfae;an 18pWpbe,or'S".Iff wh'b iSueatigheNon lBpptLeepbe 25gpTyl;.e FEARA—R34951 Truss: J81 ' southern Truss Companies, Inc- F 2590 N. kkus Higtvvay Prr6 �: 22393 SOUTHERN TRU G Fort Pierce, F134951 Date: 61140018 2-25.45 PM ('Ampor� 1111musT"4 COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Pair: 1 Of 1 vbsiom2017.7 [B1nld2] MatLri�l Da vcrbio¢ 1--%5 Shan Pitch Qy OHL OHR CANTL CANER PLIES Spaces WGT/PLY I 8-0-0 5/)2 1 04)0 000 000 1 24in 24Ihs 6-0-0 1-4-0 6-m 1-4-0 7-4-8 ✓ 4x61 3 4 12 5f- 1x5j 1 2x6- T 5 6 Us A7G 0-m 0-m 1-4-0 6-" 1-4-0 8-0-0 Loafing General (A Summary Deflection Ll (Ioc) Allowed I—d (prn BItCb&-. FBC2117/ TC: OB4(2.3) vncx- 0.18n L/405 (5Q L/180 TCtL: 1 20 TP11-2014 BC: 056(6-1) V"LL- 05b L/999 (SA L240 TC2Z: 7 RipMhrinamx: Its : 021 (2-6) Carn/CWIL• 0.15n1F II./I55 (1-I) 2L/121 B=: 0 noL: 125% O.WC tLL ODWY 2L/375 (I -I) X. 20 �. B: 10 H..M 0.11b 4 PheOfisa50 Y. 1314 -3D. a"3-590. "3-1 783 W 3.490) Reaction S ry Jr T II BC-b. ftwth Maehl WBmVAdh Max Rea¢ M-G—IW M.VkdLj0 M.Lw M.Iwk 6 N(N6i) I Sri Cav�xm—y 3DOn 364 bs - -121 hs -1216s 2446s 5 mm(r—) 1i I is III - 3DOn 121 bs - - - Ohs 4 Hug—) I ISn - 3D()n 173 bs - -156bs -156bs Olt Material Summary Bracing Spry TC SP(� ia2013)622:4 TC&amg 9tWa Paitar6-3AP.11 d�bjOlns BC SP( 2013)lnh4 BC&a V 9,mf,aforAaGtaF1040,FLind�by0fiaa Alps SP( 2012)432a4 Loads Su 1)Th-b.simi f aseen lolAbovna,oraFemapltamata� 2)Thbn,thasb— f twitmMvidkadsna®danresWW9LE1-10sAftf b ig—ddrdipe 160rrihuti i;Exp .cCC"Pntw�LChbLFfpUxU% *nTI(I-IDUOlBit UIm40Rs4733f(h 15fkN:,EndZm Tn,4N h "a 6-66e..0(IrIL0,OCZ—%V&4ft 3)1.1i*— Ibaftb—nd.—ihTBCMibit 07.1h.—bm,appinl Member F rmeS SllnIIlYdry t§61 edaQManbcigmaY(S,masaxaifwq(maxmmptfd¢Lddfeeafiannewaxelfa� TC 11.2 - 0347 -36466 2-3 0237 -110bs 34 a106 Ols 13C 5-6 '1 OMB Ohs .1 0-%4 2446s -59bs1 wbs 2-6 O213 671 bs (-4086s) Thtss-to-tl nn ions Summary Ca \\` 11 l I I I f / f// ms n381 Tr16 A73 304122 270d�g 1�\ \\\\`0.\_ Notec Th'tde 'tbaani t+M_n/��F'/�����/// as E7-IOrtfaamiby/r.2l7Rdid+l3rdfngCade /�,VE `S 2)1trt(7tvdFbzueFevnunlardinmmalddlmsBebFeladp4slxaepaaripmeaofddkfondueDdmdiad,�npwdasDll LL+(Kc-I):Ltfl II.na®n4r1¢ni,AT.9/fA 1. / �( `\ 3)AgmFrymm1d,1 4)Tn�wuamre,i�im'sfarBaphml' A4� �isaBeuPreeaPwdng 6)L,W.id Cq-1.13,hasbmappiufoi,gihehealrai�rredsgfaFasas db)kTrusMan£aaacpeN9/R71-7iID2S®n242 {� immFj Margeaahesnnralcar�nshalhepowidefb�tr:rmrponaMupEft3onnnfieR�dl9anrtay- + E 7605 bud.MWFRS00ybe % I 1 r 1 p /llllll 1J7f1�AAagpotlh't stml�6an'shalohxemsimmaar.Tn rofnFidiu'rhalnu'slasafmd�acrosrdryu'mm'eatyidbyheTn aMa n,sardnis,gmlxammg ardnn,PLvsasorl,enrmmrtnasruA,bStie&+iiig BILmiMB1a1C)y Dcp7cAaalanNt ggirGagaaFrar:¢ofpofa3mlagmm�grc>are�drysnkf�fairtugmmpuim,dS�,skn ns¢irm e•ingr dtie"IminaminfmrmimBCauall�lirs"{t.fasddifml'nfmraoonAtmrumaPhe9mlbc S=E�&p76051 maru6oaadly aorg-cram;lr�na®rana:,�m,Bs+-z76z:ama,�r�6�m�unnL�i,es�radPbes�efoe,�ttya-lsr•norms,nls�,ug�len's/Isa,alndmgan�u Is�u>xDbe 25R1NK.mFiehR WsR349F I Ia 2017.7h [Build 2) Datdbasc,. - 1565 Span Pitch 4-00 5 /12 -------- Southern Truss Companies, Inc. Truss: W4 N. kin H1 wa ProJecl) cline. 2195 259U N SOUTHERN gh y TTu%Desg1ctc1c TRUSS Fort Pierce, F134951 Date: 61142018 2:25:47PM COMPANIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Page: 1 ON Qty OHL OBR CANtL CANCR PUSS SP-09 wGr/PLY 1 0-H 000 000 0-H 1 24 in 12 ks 2) 1.5x3 l 3 1.5x3 l 0-0-0 0-0-0 4-0-0 4-" Loading General (A Summary Deflection L/ Ooc) Allowed Lead lv� E08Codc FBC2717/ TC: 038(1-2) V.CR oh Lf993 L/180 TC(L:20 TP11-2114 BC: 0.18(3-1) \b4LL: On L/999 L/240 Tom.: i RgpMbrl� i5 Nlh: a46(2-3) L..Ck On 3 Day PO IDOL: 125% OepFhmr,tfv-2D B]I.: PheOf -(k,XYAn¢tl (1:14153-M) (2I-12.4M) (3:1-12i$90) Reaction I ry 3f T mnho BmVAdh mmiA M.P.; AeRead muc—lbvft M.Wrdq$fi M.UO Maw Fix¢ I Cani— 1 48b C--Mavfey 199U 75p1f - -941c -94 hs 269bs Material ry Bracing Summary TC SP( 2012)M3 h4 TCR dng Shmfad«Bafsar63QAufndcgmbyOhes -BC SP 3012)M32u4 BCBrdarv, Sbafwl«BAfcat6.3ARufndagnWhe V,ft SP(AL90 1201402,4 Loads Sum my I)TI,sMhasbmi f«hedfM&eolOp bV—dmtfw6a *d®db.K 2)71*s hasbmtd* ilf«t—Tsafwidb.&ba=d—.hi9M7-1NAf fobak—dSroi:)u 160mphWimkE�nna.eC,FuyF Ceb6Ffp,BuMngCatgoryRO=IDO),QaalBgg U-36fx40ffh-22f1"°Z—TnANdt.x da.bm,6kdWC,Id0,OCZc-%V&36ft Member Fo3' I Summary Tabtidsae MmbcTQmaxCS{ �a�lf«q(nezmmp .fo¢8difeecfmmmazazblfoa) TC 1-2 110.379 -123U 13C 3-1 lam 132ft -70bs vas 12-3 a458 2Sbb (-75hs) N1otec 1)Th'sdmgri'sbasal E7.10m fr .u.dba•Fe217FbihBuiingCade 2)WCRurd1%.CR ew&atardhurzmaldd�usdmFebadplafeae�mrtipur�dM4IDindaeodmdbad,mmpadasBfi LL+(Ite.l)ul7dl II.nemN3rima1iAT9/IP11. \\\`� `' I J l //// 4)Aq.F,y-v,df—, lA0,hasb-i ppfdohryhel`mlbyt.T—Nb.daa MATaTff 1-20MSa6on242 5)L'adwidsq mMWFTLSOi)ybndng NM 8 PE 76051 T� I ORI tc(undofotieaawmm�ra trT}rGcriNh'sidH4aln a'sleadmdnenaaadu6fdbtTMfM�dglSMp,dlfif�ygppBrian MBkaldy=Kf=Ilh Ty„,ns1 inwwadveby&npn Ili 1Yj111 u92x1r.�41fn F134951