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TRUSS PAPERWORK 1-24-19
SOUTHERN TRUSS COMPANIES, INC. SOUTHERN RANDY@SObTHERNTRUSS.COM TRUSS 2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951 C 0 M PAN I E S (800) 232-0509 / (772) 464-4160 / (772) 318-0016 Fax: I Project Name and.Address: 60 2 , Occupancy: X Single -Family Lot: Block: County: Saint Lucie Multi -Family SCANNED Truss Coi pany: Southern Truss Companies, Inc. Commercial Truss Engineering Program: Simpson Component Solutions By Plates By Simpson Strong -Tie St Lucie County Contractor / Builder:_ Classic Homes Morsel: Crystal Elevation: Options: Per Plan STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with Florida Building Code FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces as required by the following provision: ROOF FLOOR Top chord live load: 20 P.S.F. Top chord live load: --- P.S.F. Design crit�ria: ASCE 7-10: 160 MPH Top chord dead load:1Q_P.S.F. Top chord dead load: --- P.S.F. Engineer. Brian M. Bleakly Bottom chord live load: * P.S.F. Bottom chord live load: ___ P.S.F. Address: 2590 N. Kings Highway Bottom chord dead load: 10 P.S.F. Bottom chord dead load: --- P.S.F. Fort Pierce, FL. 34951 Duration factor: 1.25 Duration factor: --- Mean height: 14' Exposure: C * 10.0 P.S.F. bottom chord live load nonconcurrent with any other live loads. This is an index sheet submitted in accordance with the Department of Professional Engineering. Tallahassee, FL. Engineering sheets are photocopies of the original design and a roved by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 ! 21 03 41 J ' 61 81 96 2 I r �' 22 C75 42 C T _Yl63 62 82 97 3 /}2 23 CJ7 43 83 98 4 �'� 24 D1 44 1 64 84 99 5 25 D2 45 65 85 100 26 D3G 46 66 86 101 7 27 Jl 47 67 87 102 81 A4A 28 JiA 48 68 88 103 9 A5 29 J3 49 1 69 89 1104 10 A5A 30 J3A 50 70 90 1105 11 A6 31 J5 51 71 91 106 12 A t-z5 I 32 J5A 52 72 92 107 13 Aly A7G 33 J7 53 73 93 108 14 34 V12 54 74 94 109 15 B1 35 V4 55 75 95 110 16 B2 36 V5 56 76 37 V8 57 77 38 v9 58 78 39 .� 7 59 79 \Nx�\�P;� M_B�� 40 57 60 80 =ErbS�'`F'�% 'z Y by I hearby that the 17 B3 18 B4G 19 Cl 20 C2G As witness my seal, certify above information ^� r `! �51 is true and correct to the best of my knowledge and belief. ► ► =_ Name: B ian - M. Bleakly Lic. 476051 I]'�t OF: /� t r TYPICAL DETAIL C CORNER. - HIP NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT. for Wood Construction. q UP TO 265 132.5# per Nail (D.O.LFactor=1.00) = 2-16d NAILS REQ'D. nds toe nails only have 0.83 of © UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. III III -II III -3II -II 12 ��o�o�a J3 A QZ) ® J5 ' 1 use ~2-16d O 7-0-0 ` `, toe nail 0 / A )ER 1 ETC & eC. H7 (HIP GIRDER) A A 1 ul J3 J 12 Typical jack 45' --- - k `��- attachment use 3-16d toe nail ® TC TYPICAL CORNER LAYOUT & 2-16d 9,1 Typical Hip -jack attachment CHORD HANGERS FASTENER ll GIRDER JACK J1-J3 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - BC - - - - -- - 2-16d nails ----- J5 0 HIP JACK GIRDER TC - - - - _ _ - 2-16d nails - _ _ _ _ BC 2-16d nails TC-- - - - -- 3-16dnails ----- J7 10 HIP GIRDER ------_ BC 2-16d nails ---- HIP 'JACK GIRDER (CJ7) TO HIP GIRDER TC - _ _ _ _ - 3-16d nails BC 2-16d nails MINIMUM GRADE OF LUMBER LOADING (pSF) STR. INCR.: o0a T.C. 2x4 SYP 2 L U FBC2017 B.C. 2x4 SYP 2 TOP 20 WEBS 2x4 SYP No.3 BoTroM 00 10 SPACING 24" O.C. SQUTHERN Fort Pierce Division TRUSS 2590 N. Kings Highway, Fort Pierce, FL 34951 GOMPANIES (800)232-0509 (772)464-4160 h4 Fox:(772)318-0016 Brian _ Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-454-4160 A TYPICAL DETAIL C& CORNER. - HIP NOTE: NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. 132.5 per Nail (D.O.L.Factor=1.25) UP TO 265 = 2-16d NAILS REQ'D. rids tole nails only have 0.83 of © UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Volue. M & Li 12 A 1.5 q OVER U7�A �QA __(Z QA � A O �® ii ii ii ii J3 _ + I M En A O .A O use 2-16d H5 (HIP GIRDER) +� \� A A A 5-0-0 toe nail ® + �� 0 HIP GIRDER \TC & BCC 12 1.5 & oR Typical jack 45'- _ �� use 3-16d attachment +toe nail 0 Td,, TYPICAL CORNER LAYOUT & 2-16d C_� 7-0 CORNER JACK GIRDER +:� Typical Hip -jack' attachment CHORD HANGERS FASTENER GIRDER JACK J1—J� TO HIP JACK GIRDER TC = _ _ _ _ _ = 2-16d nails — — _ = _ BC 2-16d nails J5 TO HIP JACK GIRDER TC - - - - - - - 2-16d nails - - - - - 8C- - - - - -- 2-16dnails - - - - TC--- - - -- 3-16d nails -- - -- BC - - - - - -- 2-16d nails - - - - HIP LACK GIRDER (CJ5) TO HIP GIRDER TC = _ _ _ _ _ = 3-16d nails BC 2-16d nails MINIMUM GRADE OF LUMBER LOADING (PSF)) INCR.: 25% T.C. 2x4 SYP 2 TOP 20 0 FBC2017 B.C.. 2x4 SYP 2 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24" O.C. TRUSS Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 CQM AN[ES (800)232-0509 (772)464-4160 ht4r//www.southerntruss.eom Fox:(772)318-0016 Brian 1l4. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4150 m C U ca it a w o. 7 u: This product Is preferable to slotilar connecfars because of a) easierfnslalla0en, b) hlgberIna&, e)lower Installed cosy or a combination of these features. '7 •• All hangers in this series have double shear nailing —an innovation that distributes the load through two points on each joist Trail for greater strength. This allows for fewer nails, faster installation, and the use 6f all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower. cost attemative and easier installation than the'HUS or TEA hangers, while providing greater load capacity and bearing than the WS. MATERIAL: See tables below and on page 133. FINISH: Galvanized: Some products available in stainless steel or ZMAXO coating; see Contusion Irdormation, page 18-1 B. INSTALLATION • Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the joist or truss into the header to achieve the table. loads. • Not designed for welded or nailer applications. OPTIONS: •LUS and MUS hangers cannot be modified. • HUS hangers available with the header flanges turned In for 2-2x (31/a7 and 4x only, with no load reduction. See HUSC Concealed Range illustration. • Concealed flanges are not available for HGUS and HHUS. See Hanger Options, pages 200-202, for sloped and/or skewed HHUS models. • Other sizes available; consult your Simpson Strong -Tire representative. CODES: See page 20 for Code Reference Key Chart 7hese product are available with addmond mrmsfon protection �ldonat products on this page mayalso beavailable with this option, (check wHh Simpson Strang-rre for detft These products are approved forfnsta/htlon with the Strong -Drive SD Structural - Connector screw. See page 30 for Me correct substMon and SD screw ska Model ND. rylm Heel Height Ga Dimensions Fasteners W H li Carrying Member Canned Member SINGLE2xSUES WS24 21% 18 1% 4% 1% 4-10d 2.10d WS26 41/. 1VSs 43: 1% 4-10d 410d MUS.26 4"Ar, 18 Wr 5%s 2 6-10d 6-10d HUS26 4V,s 16 1-% 5% 3' 14-16d 6-16d HGU526 4%s 12 1% 5% 5 2016d 8-16d LUS28 Vs 18 lys 6% 13v, 6-10d 4 10d MUS28 69s 18 155s 6% 2 8-10d 8-10d 01328 Wh 16 1% 7 3 2216d 816d HGUS28 Vs 12 1% Tb 5 36-16d 12 16d LUS210 4i 18 13Ss 7% 16: 8-10d clod 1 HUS210 816 1 1% 9 3 30-16d 10-16d 1.See table on page 133 for allowable loads. G(HHUS210-2 (Truss Designer to provide fastener quantity for connecting multiple members together) 6MUS28 SlMPSON ,'StrongTie kyHUSC Concealed Flanges (notavailable for HHUS, HGUS and HUS2x) tU 11MUCe0 Heel Height ® Double Double Shear Dome Double Shear Shear Wing Nailing Side View Nhau Side View (available on To View Do not " some models) p 41 bend tab - U.S. Patent 5,603,580 ��=_ FAOowh`lriieloads 'F'F SP Allowable Loads SPF/HFADDwableLeads No. WPC - Floor pio9uf "Windy ab�Jt_ 6IOD'c��[w. _ {fli0) UprdP (160) Floor -(IUD) 'Snow (115) Roof (125) Wind (160) U11", (160) Floor (1D0) Snow (115) RoDf (125) Wind (160) Ro_ SINGLE 2x SUB WS24 490 670 765 825 1045 490 725 830 695 1135 420 575 655 705 B-95 LUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 �MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 I7,F6,L17 HUS26 _,-155MW ;;3095 � 35W 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26 76 ,_ 9360 8 P 323A�39U -765 4725 5290 5390 5390 1520 3750 4200 4500 4635 17,L17 WS28 - 1_ -T16s .. -.- p .._._ 1165 1200 1365 1480 1835 10D5 940 1075 1165 1475 �MUS28 1555 1730 1975 2140 2645 1555 1890 2150 2330 2645 1335 1475 1690 1B30 2275 17,F6,L17 1HUS28 2000 3965 4120 4220 4335 2000 3790 3960 4070 4335 1720 2905 3D35 3125 3435 IHGUS28 3015 6745 6970 7125 7275 3015 6460 67DS 6870 7275 2595 4960 5160 5290 5745 17,L17 1 UUS2 00 5��65=: f_=13,� : � 325.E �3E5. jib k''309/D 1165 1445 16611 1795 227D 1005 1145 1305 1415 1745 j HUS210 ? ©0 . '=q 3? = 444,5 %.!f575: aF02U BUDD 4105 4310 4450 4930 258D 3150 1 3315 .3425 3615 n F6L17 132 We: For dimensions and fastener inforniation, see table above. See table footnotes on page 133. These products are available with addmonal corrosion orofechnn. Additinnat nmdnck nn ® irlP[A IIM//IH•�e �rA enn.n.ro., fn-f-F,wF'.........<. <L_ I.a.___ n_--._ .._ _. mrs page mayarso oe avarraore wmr MIS option, Check witlr Simpson Stmrrg7re fordewla P' Connedorscrew. See page 30 for the correct subs(ihtion and SD screwstze Heel Height Ga Dimensions FastenersW waeas_:_; •. <- < <,. SPF/HFAllowable loadsModelMm codeHo. RutMember W H B CarrOng Carriedr:: Member !i :T:`=�r.r.- Snow: (] 5j ; ,Root • (125) :;-.t.,•, :1Mnd • (160j_ Up(dt, (160) Floor (loll) Smow (114 Roof (125) Wind (tin DDUBLEUSQES LUS24 2 2% 181 3114 1 N 2 4-16d I 216d 440 Boo 910 985 1250 380 680 780 845 1070 ` L1JS26-2 4'!ic .181 31A 4% 2 416d 4-16d 10D0 880 1010 1090 1385 17, F6, L17 HHU526-2 4c/ic 14 1 33Ss 1 53G 3 1416d 6-16d 7 5kcr ;. .- .1 �1 Al. 83905.. 4265 1335 2390 2710 2925 3665 HGUS26-2 - 44Sc 12119. 5�/u 4 20-16d B-16d 2155= A355= ; - 1855 3750 4200 4500 4795 R L17 W528-2 18 3'rS 7 2 6-i6d 4-16d 1165 1315 1500 1625 2060 100Q i125 1285 139D 1765 HHUS26-2 16% 14 No 7% 3 2216d 8-16d 2000 4210 4770 5140 6440 1720 .3615 4095 4415 5375 1 F6, L17 NGUS28-2 12 3Y% No 4 36-16d 1216d 3235 7460 7460 7460 7460 2785 6415 6415 6415 641517, U7 WS210-2 18 39 1 9 2 8-16d B� 90R 226 - D:+� 1500 1565 1785 1935 2455HHUS210-2 8% 14 344c 8% 3 3D-16d 4&-16d1745; 3400[f`5 �p5't �fi380� 688D 7365} 3525 4835 5270 5380 5765 HGU 10-2 SiSc 12 3Yw 934c 4 4616d . 095£ ?{J7 •_: 0--- 9]00;= a9 Q0 3525 7465 7730 7825 ?625 M TRIPLEUSIZES HGUS26-3 4% 12 4% 5! 4 20-16d 8 16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795. HGUS28-3 6f7}4c 12 41% 1 7% 4 36-16d I 1216d 3235 7460 ' 7460 746D 7460 2785 6415 6415 6415 6415 HGUS21G-3 81% 12 4 % 911. 4 46-16d 16-16d : 9U95_ a OA,: '9aq ' }.UM 3525 7825 7825 7825 7825 C/, L17 HGUS212-3 iD% 12 4% 16% 4 56-i6d. 2016d 5D45 9600 9600 9600 9600 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4% 123'e 4 66-i6d 2216d 5515 00 10i00 1010D 1010D 4745 8685 8685 8685 8685 DUADRUPLE2xSiZES HGUS264 534 12 6ifc 5'rSc 4 20-16d I 8-S6d i= __ '435 75 . ; 23A,.'. _•575 1855 3750 4200 45DO 4795 HGUS2B. 4 71/ 12 SM. 71A. 4 1 36-16d V1216d �Y35� '.-4fi r _ . 4 R � 46[rz46Ak - " 2785 6415 64t5 6415 6415 17, L17 HGUS210-4 9% 12 No No 4 �46-16d 16-16d 4095 9100 0100 9100 910D 3525 7825 7825 7825 7825 17,F6,L17 HGUS212-4 10ir, 12 6HC 1D:4 4 56-i6d 20-16dp45" 396Ap �p .960D (i=` 4335 8255 8255 8255 8255 HGUS214-4 12% 12 6% 121i6 4 66-16d 2216d 515 __m 101p Q10fL° 0100` 10]D ' _g. 4745 8685 8685 8685 8685 17, L17 USIZES LUS46 HGUS46 4% 4%s 18 12 3'% 1 3% 41, 4%c 2 4 1 416d 1 20-16d I 416d 8-16d 1165 2155 1030 4355 1180 4875 1280 5230 1625 5575 10DO 1855 880 3750 10t0 42o0 logo 4500, 1385 4795 17, F6, Liz 17,07 ` HHUS46 Oks 14 3% 59 3 1416d I 6-16d 1550 2790 . 3160 3410 4265 1335 2390 2710 2925 3665 ( LUS48 4N 18 3% 631 2 6-16d 416d 1000 1125 1285 1390 1765 HU548 6% 14 3c1is 1 7 2 616d 6-16d �'1-59 " 813 - 'YIJfio '147f)@ 1550 1365 1555 1680 2115 - 17 F6' L17 ` HHUS48 Wh 14 3% 7% 3 2216d 8-16d 52WO,4: �42 f5�_. Q : 3150 � {P64d0$ 172D 3615 4095 .4415 5535 HGUS48 ► LUS410 677A 6Y, 12 18 3% 3M, 71Ac 8% 4 2 3616d 8-16d 12-i6d 6-16d 1745 46. . 1830 EEAA60 ° 2090 -fill 2265 �746D� 2870 2785 1500 6415 - 1565 6415 1785 6415 1935 6415 2455 17, L17 HHUS410 8% 14 31•S 9 3 30-16d 10-16d 3745 5640 1 6385 6890 7165 3440 4835 5480 5910 6165 11,F6,L17 HGUS410 BMr 12 3% 9 4 46-16d' 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 HGUS412 1034c •12 3% 10'14c 4 56.16d 20-16d 04 HIM 960D_ £9600 4335 8255 8255 8255 8255 i7,117 HGUS414 11% 12 3% 1M 4 66-16d 22 16d 51 g1{1IUp��1D�0 - z1010 ID1U0� 4745 8685 8685 8685 e6B5 pw. �wuA war. u.a1 416LVA a UU76 fur vnou 0, earmquaxe loaorng wan n0 Tumer Increase a8owed. For normal loading apprications such as cantilever construction ruler to Simpson Strong item Connector Seledot'software or conservatively ` divide the uplift load by I.S. Wnid (160) is a,download rating. Minimum heel height shown is required to achieve full table fonds. For less than minimum heel height, see technical bulletin T-REDHEEL (see page 21s fordet&).. Truss chord cross -grain tension may Bmitallowable loads. Refer to technical bulletins 7ANSIiPISPF<T-ANSITPISP and TANSITPIDFfor allowable loads that consider ANSWI 1-2007 wood member design criteria (see page2f3 fordeWls� 5. Loads shown are based on minimum of 2 py 2x carrying member. Wdh 3x carrying members, use 16dx2W nails into the header and 16d commons into the Joist with no load reduction. With single 2x carrying members, use 1 OW V nags Into the header and 1 Oil commons into the joist, and reduce the load to 0.64 of the table value, 6. NAILS:16d - 0.16T dia. x W long. See page 24-25 for other nab saes and indarindon. 1 m C c 13 0 m rq 0 133 0 SIMPSON "Strori gTie Actual Dimensions Fasteners Allowable Loads Joist Size Model No. Ga W H B Max DF/SP Species Header SPF/HF Sp ecies Header Face Joist Uplift Code Floor Snow Roof Floor Snow Roof net. HU416/HUC416 3148 IN 2% Min 14 20-16d 8-10d 1515 2975 ' 3Yzx18 HGUS412 33;8 13% 2% Max 26-16d 3�e 10'/,s 12-10d 2015 3360 3610 2565 2895 310 387 0 4365 4695 3330 3760 4045 19, L12, F8 i HGUS414 12 4 5616d 3s/ 11 4 20-16d 5045 9600 9600 9600 8255 8255 8255 c v HUC�412-SDS — 66-16d 74 39Se 11 3 , , — 14-SDS /,'x2/m 2216d . 5515 10100 10100 1)l 8685 8685 8685 19, F23 C 6-SDS Y.'x2W 5% 51 YM 2'� Min 2510 5460 •5560 5560 3930 4000 4000 �0 , x 7/e 1 HU68/HUC68 5/ 14 10-16d 5h 5'vie 2'r4 Max 4-16d 900 1490 1680 1805 1280 1445 1555 HGUS5.50/8 14-16d 12 5% 615/,s 4 616d 1345 2D85 2350 253D 1795 2025 2180 t9,112, F6 HU610/HU06i0 — 36 i6d 5% 7% N Min 14-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19 5'% x 14 5% 7% 2% Max 18-16d 6-16d 8-16d I 1345 I2085 2350 253D 1795 2D25 218D y gY _ 9Y HHUS5.50/10 5% 9 3 — 3016d 1795 2680 3020 3250 2305 2605 2800 19, L12, F8 y C HUC0610-SDS , 5% . 9 3 — 12-SDS'Y°x2'/z' 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS5.5D/10 12 5Yz 8's/,s 4 — 46-16d 6-SDS Y4'x2Y' 2520 4680 5380 5715 3370 3875 4115 1616d 19 F23 HU612/HUC612 2Yz Min 16-16d 6-16d 4095 9100 9100 9100 7825 7825 7825 x � 14 5fz 9Ya 214 Max 2216d 8-16d 1345 2380 2685 2890 2050 23i5 2ggp 1795 v 11Y-11/s HHUS5.50/10 5Yz 9 3 — 30-16d 3275 3695 3970 2820 3180 3490 25 19, L12, F8 i HUCQ612-5DS 5Yz 11 3 — 14-SDS Y'x2Yz' 10-16d 3735 5635 638D 6880 4835 5480 5910 y. HGUS5.50/12 12 5% 10Yz 4 — 56-16d 6-SDS Y'x2'/z' 2520 5315 5315 5315 3825 3825 3825 19, F23 HU616/fiUC616 5'f 121% 2% Min 20-16d 20-16d 8-16d 5046 9600 961 9600 8255 8255 8255 o 14 5Yz 121% 2% Max 26-16d 12-16d 1795 2975 3360 3610 2565 2895 3110 3110 5Y x 14 HHUS5.50/10 5'h 9 3 2695 3870 4365 4695 3330 3895 19, L12, F8 y HUCQ612-SDS — 30-16d 5% 11 3 10-16d 3735 5635 6380 6680 4835 5480 5910 y HGUSS-50/14 12 — 14-SDS Y'x2%' 5% 12% 4 — 6 6-SDS Y'x2%, 2520 5315 5315 5315 3825 3825 382 5 19, F23 6 i6d HU16/HUC616 I1h 12111e 2% Min 2016d 22-16d 8-16d 5515 10100 10100 10100 8685 8685 8685 u ' 14 5% 121% 2% Max 26-16d 12-16d 1795 2975 3360 3610 2565 2895 311D 2695 5Y x 16 HHUS5.50/10 5Yz 9 3 9 3870 .4365 4695 3330 3760 9045 19, L12, F8 HUC12612-SD5 5% — 3016d 3 �, — 14-SDS'/<'x2/z 1016d 3735 5635 6380 68BU 4835 5480 5910 HGUS5.50/14 12 5% 121h 4 — 66-16d 6-SDS /'x2'W 2520 5315 5315 5315 3825 3825 3825 )g, 3 HU616/HUC616 5% 12"/,s 2% Min 20-16d 2216d 816d' 5515 10100 10100 10100 8685 8685 8685 1795 5% x 18 HHUS5.50/10 i4 5'r4 121%s 2'/ Max 2616d 12-16d 2975 3360 3610 2565 2895 3110 2695 3870 4365 4695 3330 19. L72, F8 HUC0612-SDS 51i 9 3 — 30-16d 5% ' 11 3 1016d 3760 4045 3735 5635 638D 6880 4835 5480 5910 HGUS5.50/14 12 — 14-SDSY,'x2Y' 5Ye 12'/z 4 — 6616d 6-SDS/,'x2f' 2520 5315 5315 5315 3825 3825 3825 19 F23 HU410-21 7'% 9'/s 2% Min 1416d 2216d 5515 10100 10100 10100 8685 8685 8685 7 x HUC410-2 14 7Ye 9'� 2% Max 18-16d 616d 1345 2085 2350 2530 1795 2025 2180 9% - 9% HHUS7.25/10 7'/, 9 3VIG 8-i6d 1795 2680 3D20 3250 2305 2605 2800 19, L12, F8 HGUSZ25/10 12 — 3016d T/, 8% 4 — 4616d 10-16d 3735 5635 6380 6880 4835 5480 5910 HU412-2/ 7'/e 11% 234 Min 1616d 16-16d 4095 91UD 9100 9100 7825 7825. 7825 19, F23 HUC412-2 7 x 14 7'/e 11'/e 2% Max 2216d 6-16d 1345 2330 2685 2890 2050 2315 2490 11'/,-11% HHUS7.25/10 7'/ 9 33,s 816d 1795 3275 3695 3970 2820 3180 3425 19• L12, F8 HGUS7.25/12 12 — 3-16d 7'/, 103e 4 10-16d 3735 5635 6380 6880 4835 5480 59i0 HU414-2/ — 5616d r/ 1— 2Yz 2016d 20-16d 5045 9600 9600 9600 8255 8255 8255 19, F23 7 x 14 HUC414-2 14 .Min 7+/s 13% 2% Max 2616d 816d 12-16d 1795 2975 3360 30 2565 2895 3110 1 HHUS7.25/10 7'/ 9 3Y,s -- 30-16d 2695 3870 4365 4695 3330 3760 4045 19, L12, F8 HGUS7.25/14 12 7'/< 12% 4 — 66-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HU414-2/ 7Ye 13% 2% Min 20-16d 2216d 5515 10100 10100 10100 8685 8685 8665 19' F23 7x16 HUG414-2 14 7+/ 13Y 2% Max 26-16d 816d 1795 2975 3360 3610 2565 2895 3110 HHUS7.25/10 , 7/a 9 33is — 30-16d 1216d 2695 3870 4365 4695 3330 3760 4045 i8,L12,F8 HGUS7.25/14 12 7'/, 12Y,s 4 — 6616d 10-16d 3735 5635 6380 688D 4835 5480 5910 HU414-21 7% 13% 2Yz Min 20-16d 2216d 5515 10100 10100 10100 8685 8685 8685 19, F23 HUG414 2 7 x 18 14 13'rb 2'h Max 26-16d 8-16d 12-16d 1795 2975 336D 3610 2565 2895 3110 HHU$7.25/10 7'/ 9 33is — 3D-16d 2695 3870 4365 4695 3330 3760 4045 19, L12 F8 • HGU$7.25/14 12 7Y 12%e 4 — 66-16d 10-i6d 3735 5635 6380 6680 4835 5480 5910 7x14 to 30 Foratlditional hangers see HGU/HHGU on 1o7. 22-16d 5515 10100 10100 10100 8685 8685 8685 19, F23 page See footnotes on page 105. a 97 112 Mount Hamer Charts JorstSrta LISP SYneli No . ` lief, No ': ' Gange ' ; • Dmtairs)ons• n t+' " .Y Fas101ei Schell :DFISP .:. 00o6bk Loads (Lb `: k•',: �;. .:, Aef: . tHlO/ ;> •Header , Joist ,� _ .'i.; `.-` -:. Flom 1DOi5 ' Roof ' '.. :Y159G t25% UPp}t' :16096' JL24 W24 20 1-9/16 3 1 112 15/16 - 4 10d 2 10d x l-1/2 ::470. 540 :58Q { 320. 5, R5, F2 4 i6d 2 10d x 1-112 : W 640 . ` 695:' : 320 J124IFTZ - 18 1-9/16 3-1/8 1-1/2 - - 4 1Dd HOG { 2 lod x 1-112 HDG - 465' 535: j SM {: 280 31, RI, F32 d 16d HOG 2 { 10d x 1-1/2 HOG .550 • 6i5 WS : 280 ° 2x4 JUS24 WS24 18 1-9/1S 3-1/8 1-3/4 1 - 4 10d 2 10d -'675" 775.1 M5.1 510 SUH24 U24 16 1-9/16 3-1/4 2 1-3/16 _ 4 10d 2 10d x 1-112 500. .560-1 WS:j 380 51 4 16d 2 10d x 1-1/2 '--M 1, 665.1 Z20 1 380 HD26 HU26 14 7-9116 3-7/2 2-112 1 1/8 IMio 16d 10dz11/2 ; 6t5" . 695'{ 745 365. R5, F2 Max4 42 _6t5 M5 { 745• If 05• ,•.i.', Y ::..:: :. JL26 . • .- F; - ::_, . W26; _~. .. 20: .._. •, 1-9/1 .., �_,_•.•_,•-_.-::._,•'+ : 4 3/4712 15/ifi ; .6.. ;7l;Dd_=, .. ",:.`lodz€312:'. 710 805 870'{ 656 4. ' 10d'x1-112': - 840'j 9W. 1045• 650. :., Jt261F1Z : +. WC26Z 78 1-9/16 :41Pt 1.112 :. 6 >"10dHDG 4.: 10dxl-1/2HDG) 695 8001 87a- - 730. 31,R1, [ F32 6 -16dMG.E:4 °),10dz112HDG 83a..950 : t035• 730. =. Y .. 4 10d; .. .4 . : •;_ : lOd ... ' 87A 1000 (1080:j 1115 :a S. fl5 F2 • : 25118 i - t i.' , .. .ANU526;.- ; ' �_ :. _MM26:.. ..-::_: -YB': T J(16'51116 :Y-_ •:. ' : _ -2.:; :•:.1.3t18 ..; - :•S :. ,> "-+_ ;. i _- :. 's- '.6 6 70d`;-j 10d; .- 6 ' 4 : :.'.:1Qd.- = - 40d z 1-ki2 -' 1285 750 1475- 84ti- 1605 910: j865 . .755 131, RI, F32 P 6 .:` 16d.. ;4- '=10dx 1'-1k •.`•( Ely t000i 1080 755 MUS26' HUS26 ;+ : 16:. .1 -SM. • 5 7/16' .. 3 2 '-= -14 ...16d .. : 6 j.: --'-16d • -' ` 2769 3140 3345 1925 HD28.`•'- HU26 c:14; 7-911§.'.3-1P1 2-1J2 in. 4 - ''..16d : 2' t'. 4 -i {' .i�x1-1/2=. - 6t5 695 (745.,{ c 365. 5, R5, :Max 615 695 745 { 595 H028 :..`' 14.::7 .: _ 9/f6 - "51Y4:• :.:.. ,. .2-1/2 :. '1 1B :::... INtn e' : >:.. '''16d' ` :. .. 4_ .I 6 _° 10dzt-112 :: : Y236 1390 { 149D 780 : F2 1236 13M { 1490 { SM. - JL26 W26 I 20 1-9/16 4-3/4 i 1/2 15M6 _ 6 10d 4 { 10dxl-1/2 { 710• 805 j 870 { 650. 6 16d 4 ( 10dx1-1/2 84U { SM j 1045 ( 650' JL261FTZ WC26Z 18 1_M6 4_112 1-1/2 +6 10dHOG 4 { 10dxl1!&HOG 695,' 800"( 870: 730 • 31, RI, F32 6 16d HDG { 4 { 10d x 1-112 HDG 830. 9.50 11035 1. 730 J128 1U28 20 1-9/16 6 3/8 1-112 15/16 - 10 1Dd { 6 10dx1-1i2 1180.1295 •12951 •855 - 5' ' 10 16d 6 10d x 1-M 1400 1600 j 17401 855- : JL281F7Z - 18 1-9/16 6-1/8 1-1/2 - - 8 1Od HDG 4 10d x l-1/2 HDG •_930 1065 Y1601 .730:' 31,111, F32 8 16d HDG 4 10dx1-1/2HOG 1305j-1215 1215 730 JLIS26 LUS26 18 1-9116 4-13M6 1-3/4 1 - 4 10d 4 10d '.870 110001 108D 1115"a-lull I5,fl5 JLIS28 WS28 18 1-9/16 6-518 1-3/4 1 - 6 10d { 4 10d 1110 127.0 375 1 .1115 . F2 2 x 8 MUS26 MUS26 18 1-9/16 5-1116 Z 1 - 6 10d { 6 10d 12115 1'147.5 11605. { 865 • 31, A1, MLIS28 MUS28 18 1-9/16 7-1/16 2 1 - 8 10d 1 8 1 10d 1710 1970 21401 1230 F32 SUH25 U26 16 1-9/16 5-1/8 2 1-3/16 _ 6 10d 4 10d x 1-1/2 ..750• 840 { 910- ' 755-1 6 16d { 4 10d x 1-112 880.1 1000' 1080 755 SUH28 - 16 1-9/16 &5/8 2 1-3/16 - a 10d 6 { 10d x 1-1/2 - 10D01 1120 7210 1,'800 8 16d 6 10d x 1-112 117511M { 1440-1 BOB-5 HU526 HUS26 16 1-5/8 5 7/i6 3 2 - 14 16d { 6 16d 2760 3140 j 3345.1 1925 HUS28 HUS28 16 1-5/8 7-3116 3 2 - 22 16d { 8 16d 4170 345 4rm 43451 2570 • HU28 14 1-M6 5-1/4 2-112 1-1/8 win 8 16d 1.1230 10d X 1-1/2 { use no F2HD28 s 1730 1390 j 149D 825 HD210 HU210 ' 14 1-W16 7-3/16 2-112 1 1/8 M6r 10 16d 4 10dx1-1/2 lUO 17351 18M- 1 780 Max { 14 6 2Y55 2430 2610 1170 1) Uprd bads have been h=wmed 60% far wind arse!%* toads; no iurfher increase shall be permitted. 2)16d sinkers (0.148 dla. x 3-11V long) may be used at 0.84 of the We toad where t6d commons are spedfied. This does not apply to JUS, MS, MM staid hall hangers 3) For JUS, HIS, and NO hangers Nails must be driven at a 3(" to 45' angle ftwgh the joist or truss lido the header to achieve the We loads. 4) MAIM, 1Od x 1-1/2" nags are 0.148' dia, x 1-1/2' long, IOd rags are 0.148" dla. x 3" long, 16d nails are 0.162" that x 3-1 /2" long. New products or updated product lidarnallan are designated In blue farm, orrosion Wish ■Stainless Sted VjGold Coat MHDG ®Triple Zinc *' 'A- • �� s H hF w�D Continued on next page Mgt Hanger charts WT6W ..: _`:...• 4=.:--•. : ` Joist it -�•:-.: - -.. ..:- t).5B .=- - ' =' : Stock --- ...:`; ...•.,.,: � _ Ref. Rd. - _-:�"' •- :_-'•. Steel' e ki--',- �. • .: itiiensfons - FastdriixSctiedule-, - - =`: . ':::° - :Dp1SP ; '. Allowable Loads (Lbs. s,: Q: j Co 1-W.:;' D ; :A' {Mint '• - - Na'I'- - = _ *:. NaB a00% 1159G 12596 JUS24-2 LUS24-2 18 1 3-1/8 3-7116 2 1 1 - 4 1 16d 2 16d ' 8D5'• =:920 - 965 •{ - 325 - 2 x 4 SUR24-2 U24-2 16 3-1/8 3-1/8 2 1-1/8 - 6 lUd 2 10d - 750: I840 : 910" •' 380 ' { - • 380_ 6 16d 2 10d , t180 '4000 • t08a (2) HD24-2 HU24-2 14 3-1/8 3-1/2 21/2 1-1J8 - . 4 16d 2 10d '615 • .'695 :745 •'385 . HUS24-2 - 14 3-18 3 7i16 2 1 - 4 16d Z i6d .:850 '=9&5' 1040 495 HUS24-21F - 14 3-18 3-7116 2 1 - 4 16d 2 16d :'850 : -W 1040 •495 ;;4,• _ : JUS2&�?: - "' =:1bd,, ';,4: ..16d' 10d0 1185.{•1220. "1355 L': :•. SUH26-2', - ::.U26-2 - :' :•..' 16 . _3-1J8 rr7116 2 " 1-116 1:4 _:.: . :10 10d z ...4' {'1oa> 1z56 y4os 1515 .755 755. { l0 16d .`-4-' = a0d ` 1470' 1670' 1800 =. "_q; :. • HD24-2 .; ' :M24-2 • =- =: C.- 13-118 }: 31C1 '•{.21J2 } 1=1/8 ';==::•{. 4 j.;16d .:.: 2': lOd { 6i5 M5•' 745 . 385 ' f1US26-2•'.-•''- •'1iUS26-2r-:`E;44 '•31/8 ,-54/4 -j .2. ...1':I':-i -.:4 .15d '.9 AM: 1085 1235 1300 1155 HU526-2]F :'.1'.: .-: '.4.` :.16d' '•d'.. :16d 1085 1235 1300 1155 _ _ HU262�.a'_` r.14._ .3-1/8�: :.- - - ..: ,5-714 '2-1,2 M 1-1/8 Nfin .t ' 8 = ' 15d :: 4 10d• :_ : ' 1230 1390 1480 780 I -117V MT.-12 '•b -. 1850 2OW.- 2235 }ID2621F-_ '::•.-ML 3-2._;' %,14' :•318: ,5-1/4•. 2-1/2 A16n .. 16d :: ti= 10d { 1230 18 13901 2085 1490 22351' .780 1170' Matt '12 JUS26-2 LUS26-2 18 { 3-1/8 5-1/4 { 2 1 - 4 F16d 4 16d I 1040 105 122a- 1355 JUS28-2 LUS28-2 18 3-1/8 7-1/8 2 1 { - 6 1 16d 4 16d 1325 190 1643•{ '1355 1E SUH26-2 U26-2 16 3-1/8 5-1/16 2 1-118 - 10 l0d 4 10d 1256.4405 1515{• 755-1. 755 1 10 16d 4 10d .1470. 1670 1800.1 SUH28-2 - 16 3-18 6-1/4 i { 2 itt 1-1/8 - 1 12 10d 4 10d 1500 1-1765. 16851.18151 •755 ' 12 16d 4 10d -1915 19151 755 '. HM26-2 HUS26.2 14 3-1/8 5-1/4 j 2 1 - 4 16d 4 16d 1085 .1235 1300 -1155 HUS26-21F HUSC26-2 14 3-18 5-1/4 2 1 - 4 16d 4 16d 1085 12351 1300 1155 (2) 2 x HUS28-2 HLIS28-2 14 3-1/8 7-1/8 { 2 1 - 6 16d 6 16d 1625. 1850.11995 { 1810 HUS28-21F HUSC28-2 14 3-1/8 7-118 2 1 - 6 16d 6 16d 1625,.1850 19951 1810 5. HD26-2 HU26-2 14 3-1/8 5-1/4 2-1/2 1-1/8 Min Max 8 12 16d 4 10d 1230 .1390 11420 1. 780 1 117D { F2 6 _1BSU. 2065 22351 HUC26-2 14 3-1/8 5-1/4 2-1J2 - Win 8 16d 4 10d 1 11;;WH026-21F 1 490 Max t2 6 2MS'1'2235 -"1170 HD28-2 HU28-2 14 3-1/8 7-1/8 2-12 1-18 Min WX 7C 14 16d 4 10d 1540 17351 t863 1'. 71M " 1170 6 2155 243012610 - HD28-21F HUC28-2 14 3-1/8 7-118 2-112 _ 10 1 4 10d1540 '1735 j 18s5 { 780. • 1170 Matt 14 6 2155 243012610 JUS28-2:' . < . LUS28 2 _-',� . ill.' '=3.7/8' • 7 7%8:. ,2 .. •1 k',°-. ••6.•, 16cf � : 4:' 18d: 7325 15i0 1645 1955' JUS21D-2 '-.- . L-US210 2 --18 •' : 3-118• 9-1/8' Z'` j ' 1 .: = '•- • -8:`. ' 16d 6 16d - 1845 2105122.90 IS80 SUH28-2.: -- 16 ' _3-18 - 6-1J4,'. 2 :. I-• 12•-F`10d• ` ''.4 - '10dl 1500 1685' 1815 755 •12 '.16d� 4 •10d 1765. 19151 1915 .' 755 SUH210 2 U210 2 16' ;, :9-1/8- 8-9L16 ' 2 1 1/8 16- ;-10d" 6 . '.'10d 20M 12245 2420 { 1135 ' ..'-, 16.. ; -1bd= • 6 " 40d 12350 26701 28M 1 1135 HUS28-2 : HUS28-2 :.' 74 ' :3-1J8 .: •7-iB 2: ' 1 - '.- :' :6 • ;16d 6 ':16d :1 1625. '1850 1995 1810 -L ' HUS28-?JF HUSC28-2 ' '.14'--, -3-1/8 -•7-1/8 .'� I < �:--• -6 ''.=16d fi: ' l6d'• 1625. 1850 1995 '181D 1 (2)2x10 I' HD28-2'' : '` ` :HU28 2 ; . ..$ -.14-' 'I _: '3-/8; : >71/8 , : ; 2;-1%2 f ,.,:. ,.rs:._. 1=18 ' Ban Malt '10- 14: : _:_•:::. 16d • ;• ..4. { B - '<; 10d 1500. 2155 1735 2430. :1865 2610 c 980. . 1170 M2:8-21F: - :T HUC28-Z ,':.:;,14 - 3=118....Z-1J6 • 2-1/2' :=--: N0rt. :10' : 16d ::4 • loci. 1540 1735 1865 -780- - :• 6 .. 21M 2430 1,2M1 1170 HUS210-2; :r HUS2164 •'':'-14 :3-iB '.9118 :^2- {'A! ,..-: : 8' ,:16d I a:' .::16d' 2170124664 266D{ 22tGt :.H11S210-21F :=: - HUSC210-2 -.14 .' 3-1/8 9-1J8 : 7 ; .: 1 - .::8•• {'•16d :';$.' .16d 2170 'd26681 2240 ..HD210-2 flfim _s14:` "=6,' 2155 2610 '1170 311W 3725 :1950 ' - HD210=21F ' ' :HUC212 ' :.14 . '3=118: _°9 = •, 2-/? -. _- .. Nlhl: r :14: -�t •, "' :: 6 :1 2155 2430 2610 :.1170 NEax u2ili_' ?0. •_ :.:. 38M 3475 3725' IBM HDW210-21F HUCO2104'. :-14 .3-1/4 ••'-9:' 1 • 3"_•.1 112 �.:: ;:12:: -W :'6 _ WS3. 50.15 55M SmF.2975 131,R1F32 1) UpGft loads have been ink 60%tar wind or seismic loads; no fuderinmease shall be permitted.2) t6d sinkers (0.148 dia. x 3-1 AV long) maybe used at 0.84 of the table load.where 16d commons are specified. This does not apply to JUS, Hl1S, MUS slant rall hangers 3) Far JUS and HUS hangers: Nags must be driven ata 30° to 45' angle through the Joist ortruss into the header to achieve the table loads A 4) WS3i Wood Screws are 1/4 px 3" long and are included with HD0 hangers. 5) HA0S:10d nails are 0.148 dia. X 3' Imil, 16d are 0.162' dta. x 3-1)2" long. ZIP New pmducts or updated product information am designated in liim font H Corrosion Fmish ®Stainless Steel E- Gold Coat OHDG )!Triple _Tint W�Y�%0 114 Continued on next page Hangers Face Mount Hanger Charts MiTeW RetNa • 'Gauge .. • .•_•uneasi _Au Ielna ja - ;.•.;;.,,_ Max . •Header W '.:''=Hr D A :: - �Natl .. :.Natl . _ .100% 1159bI 16D% SUH314 U314 16 2-9M6j10-9i16 iii 2 1-118 - 18 lad 6 1Ddx1-1/2:2250'. 25M,1135 18 16d 6 10dx1-1/2' 2645 •a000 1135 ' HD314 HU314 14 2-9/16111-06 2-1/2 1-118 Min 16 16d 8 ladx1-12 2465 •3695 2780 417D 4435 i 128D 2045. Max 24 12 3X16 HD3141F HUG314 14 t 2-9M61 (1 11-06 2-1/2 - Min 16 16d 8 lad x1-1/2 ' 2465 13695- 2780. .4170 2SM 4435 :1280 . 2045 Max 24 12 HD3f6 HU316 14 2-9M61 13-51i6 2-112 1-1/8 Min 18 16d 8 10dx1-1/2 Z770. 3125 4435 3355 4435, 15�4005 2MMS Max 26 12 H0316F HUg16 14 2 9/1fi� 13-5/16 2-1/2 - Min Max 18 26 16d 8 10d x1-Y/2 277D . 3M- 3&% 1560-. 12 4005, 4435 4435 20457 :(213.X8 .. _. HD382 RU38.2 .' :• 14 51/8 - 61/8 :r,= 212 • 1-1/8 :Min '.:•1D 1&d'. _ . 4 • . 6: - "•' `10d''• - .=•. ' ' ` 1540. 1735 IBM .'780 Max J; 14'• 2155' 2430 2610 1.1170 HD38 2 HU38 2 14 ` 5 1/8 16 1/8 2-112 1 118 Min 10 16d 4 tOd 0 1735 18651. 780 Max 14 6 5. �2M,% 2430 2610 ' 1170• (2) 3 x 10 � H0310 2 HU310 2 14 51/8 8 2-112 1-1/8 Min 14 16d 6 lad 2430. 2610. 117Q Max 20 10 3080 3475 3725 1625 -.:� •(2}3'x.1T..n . - •. =- HD312-7;';f-••,:, ,HU312-2 - 14 - 5118- .:10• '.21J2.1-118 Max. 24:J 16d.' 8 •' ') -:70d' `:-::.: 2465 27130 2980 •1065 12.. 36M. 4170 4470 .2340 (2) 3 x 14 HD312 2 HM12-2 14 5-1/8 10 iii 212 1-1/8 Min Max 16 24 16d ) 8 lad 2465 36964 2780 4170- 29M f 447D j 100 2340 12 1 _ } JUS2Cr3'• •.'-: . ! LUS2&3 .. J 18 4-5/8 (,: 41/2 • ' 2' 1 } : -. :. 4 16d 4 . t 6d •'_ . 1040 1185 1220 1355 - '• j ,~ SUH26 3 : ':.- U2o' 3'',- . 16 4=5/8-.! 5-1/4 . i . 2 1 ' ' •` -' ; • . .-a lad : 2 f_ :. 1ad : 1000 11120 1165 'M :' 8-i l 16d - 2 -'} `: l0d --:. 1165 j 1165 1165 380 • 3MA,3 :`• ' HU26� _14 !, 4-ii. ' 4-1-/2 2-1/2 11/8 9',. :.16d - f •4 .: ' . ' i , .> •`lad :`. 1230' 1390 1490 780 5, 6:_:_"_ 1850 2085 2235' 1170•' .,_•-. •.. _ :. :.. .:: - .. FID263IF"; •:,:�'HUC26 ' ..: .. ;, • 14..t45/8. r _ ill: : ' • ... .: • 2-12 " :: ; .:=.. } .Min' 1VIex '.' 12 .16d•'. ' ' ' . --4 ; �• , . ': - ..:. 10d.':-. •. _'' 1230 1390 1490- • 780 � -• 6 law 2085 2235 T170 JUS26-3 LUS26-3 18 45/8 4-12 2 1 - 4 16d 1 4 16d 1040: 1185 12201'1355- JUS28-3 LUS28-3 18 4-5/8 6-3/8 2 1 - 6 16d 4 I 16d 11325.1 151G 1645 1355 SUH26-3 U25-3 16 145l8 151/4 2 1 - 8 lad 1 2 1 lad I. 10D0 11120 1165 :- 380' 8 16d 2 1 lad 1.116511165 11651 380 - HD26-3 HU26-3 14 45M tI 1412 2-12 1-118 Min 8 16d 4_ lad 1 1230 j 1390 14901 760 Max 12 6 1850 1 20M 2235 (. 1170 (3) 2 x 8 HD26-31F i f HUG26-3 1 14 4-SM ti i 4-12 i 2-1/2- min 8 16d 4 J tad 1230 i390 1A90 780 - " Mom[ 12 6 185D 2085 2235 _-117D'- HD28 3 - 14 4 518 6 3/8 2-12 1-1/8 Min 1D 16d 4 10d 1540 1735 1865 -780 - Max 14 6 2155 2430 2610 1170• HD28-31F - 14 4-_% iii 6-3f8 2-12 - Min 10 16d 4 iad ;1540 1735 1865 780 Max 14 6 2155 2430 IM01 1170 JU528-3 .. _= � : LUS28 31. = -.1-8: 4-M/ 6-M. Z. -."l : 6':. • led-. - 4 -1 16d .• 1325 1519 -1645 1355 JUSZ16-3 : -= . L1152704-.' '-la-, 4.4-518: ' &3/8 •2''• 7:• =": 8a : 16d�. .6' '' .16d 1M 2105 22M � 198a : : SUH21D 3 •: # U210 3 •: •: -76': I` 4 5/8 f .'- , .8 3/8•_ :..: ;. 2:_ ; .•1: 5_ _ ; 14' . 10d•-' ' 6: lOd } 1750 '1965 2f20 1135'. 74 ' : 16d . `. 6-: j 10d . : 2060' 2335 .2520 _ 1135 H628-3 • _ ' . .. 14: %i-5/8l ,631e• _ -2-12 ' 71/8 :• Min: '10 16d : '.4 ,tOd_ 1540 1735 i865J 780.: . Max :•'14 ' 6 . 2155 2430 .2610 1170 (3) 2X10 (3) �•:: ' HD26 3IF :.... .:"•:'. y- •: '14':: 4/8: '. 6 3l8 ' 2-1 ;.- S Min- ; 16: ` 16d -,�_.. " 4 6' 10d .,`. 1540 1735 1865 --7� :Max :`14: 2155, 2430. 2610 1170: ' •.. H0210-3 _1 H021U-3• :. . , , ? 14- 4y"/8 8_114: 2-12 - 1r�18 Mm'214� ::_ 16d _ .,: ...: :-a, , lad :.. • 21552430 2610 1170 Max: ' 20.. 10: 3080'. -3475' 3Y1,5• 19.50. HD210 31F ":, ' H11C210 9 -14; : 9-5%8 ;. 81/4 ..21%2 :..:. :.:.. 6.- '•.: ' "lOd ... _ 2155 243at 2610 j;1170:. ,Max. 20-, .•10. 30M 3475. 3725 1950 - HD02to4lF °'- :' J- HU=D-3 -14': -' � 4318 9 -3:'. 1= = .c } = 12 WS3 : 6 '_ j -' � WS3 5015. 5590 5590 2975 • 31, R1, F32 1) Uplift bads have been increased 60%forwind or seismic loads; no further increase shd be permitted. 2)16d sinkers (0.148 dla. x 3-1/4' long) maybe used at 0.84 of the fable load where 16d commons are specified. This does not apply to JUS, HUS. MUS stand nail hangers. 31 WS3 Wood Screws are 1/4' x 3° long and are included with HDQ hangers. 4) NABS lad rots are 0.148" dia. x 3' Ion 16d nails are 0.162' dia. x 3-12" long. New products or updafBd product udutmation are designated in blue fa ut. �t Coinrosion Finish ®StWniess Steel GG01d Coat IMHDG ®Triple Zinc lipA 'I H D� `y��,' Continued 0n next page 117 Hatlgers Face Mount Hanger Charts M T W -Stack No. Id.No.' I Gauge. AF/W :AftvableLioads ;W:. 0 A Hoar 25% M jum U346 1 18 3-5A 5 2 1 4 16d 4 16d :11140. SLH46 U46 16. 3-9116 4-13116 1 2 1-118 10 lod 4 lad -1256 1405 .1515-l' 75�5 10 16d 4 1 lad 1470 1670 - 18M J.'755:- HUS46 HUS46 14 3-518 5 2 1 4 16d 4 16d -10B5 '1235 1300 .1155:1 4i6 HJS461r HMM 14 3-5M 5 2 1 4 16d 4 16d ALBS: 1235 1300 A155. HD46 HU46 14 3-9/166-1 6 116 2-IJ2 1-118 1 Min 8 l6d 4 ad [1-230 1396:1406-1: 780: Max 12 6 fIS% �-20W HD46F HUC46 14 3-91161 6-1/16 2112 Min n IN 4 lad 1 '1390 '14901. 780. 117D 12 6 1B90-1 2085 t- 2235 '-JUS46 ',-tB 3-5/8-t '-*•5 2 - -.1, A - 1.16f-1:�A.' -"16dkn-: 11040 11.0-11220 1355- 6-7A- -,'2 1 J'j6d ISM .15IR 1645 1365' -&6 i 3-t1h 6-4713� .10 . 10d A. -.lad 1250 l4O& 1515 ..755 710-4.16d' 4' 1470 1670 1800 75$ •MJS46 'HUS46",-c' ''14. :3 2 4 :,:'16 d 4- - j6d '1885 12351130fft 1155 HOWIF-7 1085- 1235: 13001 1155 HLM, HLlSA8 T; -2- --6 '.-16d 6d 1 11625 IS!9O 19951 181 0-' V - ir , HLtS48IF"*- VHUSM I :14 i-3-W-:. - :7*.' 2 1 .1". 6 ::. 16d J - G:J'- I -16d* 11625 1850 1051 1810 4�x. . .. * : HD4(V-' : i-itfr- -- r.. . - 3-1116 .'; * 2-1 Min L-U- -1 ..isd - -- 123011390 -14901 780 12.. 6: 5 1&)0' 2085 '22351 -ilia 3-9/16 i-lhir 2-�/2 Min. .8 4 .1 16d 1230� 139011490 780 5. HSI Max 12 SA ING 20851 1178 HD48 • 14": 'M/16 9-1611 S' -2:41il 1-Ii: Mr IN4 l..od1.,- .. . 150 -1735 181351. 780 I MX1140 255 2430 2 ..ilia.F2 - 'HNSF -j r :'n io 6d. 4-- lad. 1540 ISM Max 14 -6 ,IT35 2155 24301261011170 .780 . Jim LWA IS 3-518 6-7/8 2 1 - 6 16d 4 16d 13M '1610 1645 1356. JUS41D UIS410 18 3-518 8-7/8 2 1 - 8 16d 6 6 16d ISW' 210FL 22901 1980 SUH41 0 U410 16 1 3-9/16 8-318 2 1_1/8 16 10d 6 6 J6 lad 2000 12245 -.2420 1135 6 16 16d 6 lad Z150 2S70 HUS48 H 14 3-N 7 2 1 - 6 6 16d 6 16d 1625 TEE 1955 law HLWA 14 3-5/8 7 2 1 - 6 6 16d 6 16d ".11810' 1 -HUS481F HD48 HUM 14 3-9116 6545116 2-1/2 1-118 J16 Min 10 "a 16d 4 lad .1 itNI18M. -7SO 14 6 12l55--V3Ot26I0 1170. 4�10 HD4MF HUC48 14 3-9/16 6-15,116 2-1/2 - Wn la la 16d 4 lad :: 540tI7351-1865 ::780.' MaxTT 14 6 2155 1 243a 126101. 1170 HLIS410 HLIS410 14 3-518 8-7/8 2 1 - 8 16d 8 1 16d 121701M 26601-2Z10-.1 HLIS41 OF HUSC410 14 3-5/8 B-7/8 2 1 - 8- 16d 8 16d 12170 24M 26M - 2210 WOO HMO 14 3-9116 &13/16 2-l& 1418 W" '4 166 6 10d [2155 2430 2MO-1 1170- 1 Max 20 10 k6 1 3WO 34N'3n& HD4101F HUC410 14 3-9/16 8-13A6 2-1/2 Min 14 16d lad 2155 ' 2430 26111 :-1170- 1950 9 W M 20 10 1 0 130801.3475 '-372S HD04101F I HUM410 14 13-SM61 9 3 1-1)21 - 1 12 1 WS3 6_. WS3 I Emil EiMEMEFS- a 1_ 131, Fil, F32 1) Uplift Wads have been increased 60% for wind or seismic loads; no turlher increase shall be permitted. 2) 16d sinkers (0.148 dia. x 3-1/4" long) maybe used at 0-84 of the table load where 16d con vans are specified. This does not apply to llS, HUS, MUS slant rol hangers. 3) WS3 Wood Screws are 1/4" x S' long and we included WM 00 hangers. 4)NM-'L- l0dnaffs are O.148"diax7long, 16dnaHsam0.162" cftx3-1/2! long. New products or updated product Infamtdon are dedgnated In blue lont. Carlm-onFinish ®Stainless Steel UGold Coat WHDG MTdpleZlnc O 119 ql �.. - ➢ll MINIMUM GRADE OF LUMBER To Chord 2>s4 SYA �J2 SAF 1/$Z or batter p UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1x4 ' 1g! CE, I108 LEN0T11 OF WEB, V.�J LEY O. SAME SPEOrm mo GRADE 0R SETTER • ATTACHEp WITH Dd BOX I.135'k2.9 4L9 AT 8 00, OR CONTINUEUS. LATERAL BRAOINO, V-9". Butt Chord 2x3(+) OR 2x4 SP #2N OR SPF #1/#2 or better EauALLY sPACf, FOR VE CAL VALLEY WEDS GREATER THAN -Wob; 20 SYP #3 or bolter MAxIMUm VALLEY VERTIDAL HEIGHT MAY NOT EXCEED 1x-0", (•) •2t13 MAY 8E RIPPED FROM A 2x8. (PITCHED OR SCIVARE) TOP RHuRD OF TRUSS BENEATH VALLEY SEr MUST 9E BRACED WITH[ PROPEIII,Y ATTACHED, RATED SHEATMNO APPLIED PRIOR TO VALLEY TRUSS (�') IOTACH EACH YALLEY 70 EMERY SUPPORTING BUSS• WRHt W+ AUATION OR (2) 10d BOX (0.1ar x 3.6 NAILS TOE —HAILED FOR AT 24" or. OR AS DTAERMSE SPECIFlED ON ENGINEERS' SEA= DESIGN FBC 2OD7f. ASCE 7-10 -t�MPH WIND. --W -.- MEAN HEIGHT. ENC u= BUILDIN0. - ON BY VALLEY'USED IN UEU OF PURLIN SPACING AS SPECIFIED ON ENGINEERSSEALED -DESIGN. EXP. 0, RESIDENCUt1.. WIND TC DL-9 PSF. $ B C O THE TOP CH000 Or THE TRues CUr FROM ime OR IAROER AS REQUIRED 4'-0" Max • c Ws1r 4 8'--0" ax 116'-0"Max 20'--0" Max (**) . TRUSSES AT 24" 0.0. MAXIMUN SPACING. • TRUSS COMPANIES SQUARE RDT[OM VALLE(. Ereallon WON adr troo low adolce Ic9oldfm, W do 10v i sppaase oppikoll �oikns ear hand DlVislon la HI hwoY, FL 149Rt 772)484—h180 1Nrs� 61 to b is-ao1N1 Ithero no shooll spedw on the i to (���)NOTE•TiWTH THE PURWS PACING FOR RA BENEATH NNE VALLEY IS MFASVR�D AtAND" G SLOPE OF THE TOP CHORD. (*�) LA GER SPA to Ay. ,09 BUILT AS LONG AS T11[ VERTICAL HEIGHT DOES GOT. rOM CHORD MAY PZ SQUARE OR PITCHED CUT AS SHOWN. CUT HORD WZa OPTIONA,I: STUB END VERTICAL - 0. 4= Ir- rn T rn the rospvasiblllly of IAM designer. pla_le. manlfi Sant. sfsClln bursa are Cautloned lv seek pmft n bracing tr�ich,la always mquked'In prevent`I coow pe orient bracing phkh malt be refit 16CS1=D1 511mmory sheet Coinmul g7 and reeve ilOn9 &: bmCing mdol, plot q eotujealad hood tleaste 011 laslined tn.fas(emtl In o alroighl and plamb Irtod akeaI to the top Chords, Ihey Shall bs bro 3194. 7Nsses alroll" tie 116611 Mih reasoflo>riI Caro WZN OPTIONAL HIP JOINT DETAIL . FRAMING TO LL 20 20 PSF TO DL 10, 16 PSF OC DL 10 10 PSF 910 LL 00 00 PSF TOTAL LOAD 40 45 PSF DIrtVCllxl MONK 1.25 , 1.25 i� OUWONAr. AT M or V®inCM. SOUTHERN TRUSS COMPANIES ha/.//�m.awe.ae�Nuaan - -—..�....•„ stir_ orn 0 8 N REFER To cAw ABOVE FOR MAX wGLE VEFTIICAL Lmgm r`11 !;;;p Fiacgan brodng is not Ihs fospDA111 y of IN" deelpner, Pluto manulaotu or nor Irwa fobficolar, parsons umVng haw ma coullonsd to sash Pofaadand am" regonlln emllon bmdng slum b shops requh Io prarent loppgng y bo lrsd In mrd daminoing during Rsapon; and pp��nnant 6rashrg_ RIddI may ra9u . erce Division �opppcdom. Soa'BCSF-01 S�Imm°--eha'L tbmmmlary and noorrmsn- Mnxlmun Total Load 60 p5F N. Kinga HI hna , dalldu (or hwftg, Wing Ir bmdng mi14-Ods cmmoeled nod hum (IPI). Pismo, FL �4osr Tj To to be areeled and fosbnod In foahmd In a atralgbt and rpo pasrlfar SPACING AT 24° O.C. osoa (77x)4s4-418o ahem na eheagngg I�c ppppsd dlnclb to thi top shards, they shag ba broad os (772)3 8-0018 sos MW on the Iru-0 design. Thm" shop br lamella Irgh reaeanoblo eara during -Fypicza-1 Piggy!az1C::k [Detc-lil Top Chord 2x4 SYP 02 or Bolt Chord 2x4 SYP #2 or Webs 2x4 SYP #3 or REFER TO SEALED DESIGN FOR DASHED PLATES SPACE PIGGYBACK VERTICALS AT 4' OC MAX. S NOMT DVOTIOY CHORD ER ANSOTNCES MUST BE STAGGERED SO THAT ONE SPLICE ATTACH PURUNS. T0. TOP OF FLAT TOP CHORD. IF PIGGYBACK IS.SOLID- LUMBER OR THE BOTiOM.CHORD IS OMITTED. PURUNS MAY BE APPUED. `DENEATH' THE TOP CHORD OF SUPPORTING TRUSS. REFER, TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURUN SPACING. THIS DErAIL Is APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: Lre0 MPH WIND, 30' MEAN HOT. ASCE 7.10 CLOSED BLOC. LOCATED, ANMERE IN ROOF. 1 MI. FROM COAST CAT I, EXP• C. WIND TO DL-3 PSF, WIND BC DL- PSF 140 MPH WIND. 30' MEAN HOTOiO ENCLOSED. BLDG. LOCATED ANVIABE 'IN ROOF WIND TC :DL-5• PSF, WIND BC DL-.i' PSF. FRONT. FACE.(%) MAY BE OFFSET FROM BACK FACE PIA7E9 AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. 12 1,1W2i� OPTIONAL SPLICE D B B WED BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 10 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER AND. 809 LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 2x4 ' f" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" 0/C. JOINT TYPE SPANS-Up—F^., 30 34' 1 3B' 52' A 2x4 2.5x4 2.5x4 34 B 4x6 5x6 5x6 '5x6 C 1.50 1.5x4 1.5x4., 1.5x4. D 5x4 5x5T x5 5x6 z' Typical B I I • 11, ��c B B i B O-SPLICE I B II 1611C n to C • II 714 n —sl Q• 191 c-TYPICAL I I I *ATTACH PIGGYBACK WITH G-xBx1/2" COX PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES Q W-0" O.C. MAX. Fort Pierce Division 18 160 01 Nev 4= r- r-1 ➢ r-1 Erection bracing Is not the respons"I ft of Ines designer; plule n nor buss fabrkals, persons erecting irus'es ore coultaned to rick advice reodai Ig erection bracing whichl 1s amp requmd-to p1e1 and domhrorfy du ng _emtion; and permanent luaemg which may N . ape a 'awl ouaw See TMI-11V 5ummory sheet Commentary and ddioru for hWag, irstoMng do bru&g metal plols ramiected woad tr Theses dre to be erected and fastened In faslened In a.atrefght'and 0where no sheollg b. opplr'ed dkeethr. to the top chards, They shag b specified on the INss, design. Trassas shad'ba handle nilh Teasumbie \-'Cwu a to preml dansrge. _-•-- care C Maximun Loading 55psf at 1.33 -Duration Factor 50psf at 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING ,AT 24" O.C. 10 I SCAB -BRACE -DETAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T-Brace) is impractical. Scab must cover full length of web +/- 6". •" THIS DETAIL IS NOT.APLICABLE'WHEN BRACING IS REQUIREDAT''U3•POINT-S OR I -BRACE IS -SPECIFIED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3" X 0.131") NAILS SPACED 6"'O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH=.12'-U' SCAB BRACE 2x4 MINIMUM WEB -SIZE - MINIMUM WEB GRADE 017#3 I Nails� / Section Detal ®� Scab -Brace Web Web Scab -Brace must be same species grade (or better) as web member. 0 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 co7ivert T=Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size• . Nail Spacing 1 x4 or 1 x6 10d 8" o.c. 2x4 or 2x6 or 2x8 16d 8" o.c. I Note: Nail along entire length -of :T--Brace / I -Brace• (On Two-Ply's.Nail to Both Plies) .. ' - i alternate position WEB Nails alternate Nails - Web _ Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2- 2x3 -or 20 1 x4 (*} T Brace 1x4 (*) I -Bra 2x6 ix6 (*) T-Brace 2x6 I -Brace 2x8 12x8 T-Brace 2x8 I -Brace / Nails SPACING k t Section Detail T-Brace ===J \ Web Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T Brace 2x6 I -Brace 2x8 2x8 T Brace 2x8 I -Brace Southern Truss Companies, Inc. Thm: Al �� 2590N.kin lii wa SOUTHERN kings � y Prl wtNuw.- Crystal TmsDesjp1 . dhe Cm Fert Pierce, FI 34951 Dale: 6142018 11:40:36AM �`n`TM COMPANIES (800)232-0509 (772)464-4160 (772) 318-0016 Fax page: IofI Vmw 2017.7.1 P@d 21 NWmialDatabwa31:1vac I-W Span Pitch Qty OHL OHR CANrL CANTR PUSS Spacing WGRPLY 2720 6 /12 1 I-10 I40 a" 000 1 24 in 118 ffis 29-10-0 I4- 1 14-0 { 63S 6-9-8 6-" 6-9.8 14-0 I 8-9-0 13-7-0 20-" 27-2-0 4x6- 4 12 12 6F �6 1x41 301 3x4 ) 1x4 t 5 6 mr � I C? -v d 5x4 - 1 5x4 - II T_ 2 10 9 8 3x4- 3X3- 3x4- 0-0-0 0-0-0 i 9-0.11 _ 9.0.11 9.0-11 9-041 l 18-1.5 i 27 2-0 Loading General CSI Sm mary Deflection L/ (loc) Allowed load 44 Bil3Cnde: FBC20171 TC: 065(461 vdCR 092h L19D (1(w) L1180 TOLL: 20 . , THI.2014 BC: , 096(IM1q WIL• ON. W999 (10-1) Lr-40 TCOL: 10 RipMbrrnrns: Y. V4b: OM(4-10) H-at: OIAh 7 BCLL: 0 11OL: 1251: CmpFadr,RQ-:D Bm : 10 mkoo (lec\'Y4gk (13-10.1-11A) (2-04'�15;7J (30-M-9-X) (4"3.15A) (54133-%X) (6",445y1) M-10,1-IIA) (SBA3- A) f90a1-12A1 ilOA(L380) I Reaction Summary 2 it 'Rne 1 Bm_ Matml RadEIM\VAh MaxP d Maxr—Lbm M=WnJUA M.Lw M-HA' I Y.(wd4 I I an C—*Mas ry 3d10h 1189Ea -467ts -167t5 -92bg 7 HUNh I Bh Cau W—Y 340'n ljgm - -1676; -46'/ls ots Material Summary Bracing Slmumry TC 7CBaig 9adlnluAxisat350,Haiad 96y0has BC SP( S0i3119)d22r.4 BCttraig 9rrnl Pwfsat7-4ANFni-;pIVOt— WhI SP(A=&20)2)i3N4 Loa&Su�ry 1)Thetuahnbau d�nlfarhedl�drb IOFQb9omdxrd Fehadpindvdlaad; �7L'sa�sslmbu®d �pniforhe�,mofwnllm%hasfd,nzwhS9�7-IOa$hLiniguardf�ipt 160mph�r;,•,Yp-�•^r'FWj,Fniaal.CeMdiAiA35�Canvryn n�]DOAOma1Bl1G I'Lis27.178x4Mfth-14ILNaE.dZ—Tr T;ihcadudimmii dDOL-IM,CCZ—W.th3a 3)Mnimanmaaakh4iguaondmmuAIBC7ahL]607.1 hvudb-afp ni Member Forces 'Summary T�bL:.r�M1ga:(s�a>nlratxroaa��r�rdaa,asom�naamlrny 7C II-1 0271 361s 2-4 US)-I$i8ba 67 Om -2=b 1 2! 038I-20421s 46 • O6.SI -lingh, 7-12 0271 36M AC 7.8, 0963 176 i. i•6101.1 8.10 OS'/6.. -' '1337N (.2711s) )()'1 0963 1768ts--5761.) Va.2.10 a172 -4a81s 14,8. 04M, 68116 .(2371s) 4-10 0333 6811. '(-M714 6-8 alr'- -mu Notes •.� ;j� / Il'1L'r i�ptwtowalmS9CE7•l0ssnfaeWbyteYl7Rri>a`H3Gq;GdeI 2))trtCllanJHnQia:ehraialandhuaaaldlimeusduebhclvdpltshaupua�wWortUUbnduendeWlbdsmNulmRil LL+(M.,)xGO IIiia�uydarLLnMiAt�/rl,l \\\. {�� Ni. BC 3)Aq�uiyand600cCq-tAD,hubunalpi¢Io6pbNi�tiav�ad�ah¢asd' ib�deTrmiMandaunaprMSlf171-2AR8aacn2.42 \\ 4)Liadl,:altp➢ita�xtshtvlmMH'F�me•lniny.' AI'htakaldalTCpifibnol mntcpevjnemnimmisettaryianeubtwa'e,udi�ddiyingntndsaore ha jns V ` \\�i `.`!`EN`��`� `/iL�� \ � PE'76051. 1 � NJIREAmp,d6isiti(m�alMfin6dufofcu�nmraa7bdbi8nMdisid'vanlnas's1rKd90d�nj�aena��uimnVsnSyidbl'.MTnv,MareGdaaMrtbipon6rumvaq anitory offridarteinvrahbYkB'�'4i BkOdy gigOagrmlml�dntvogidxR_.�=,.:,rpo{maalagumn8t�gmidbmN'farhen�anpovade{pAiaaaSeelearvepag�uiM-Irtpun�vinfomcem&GnoaOhc"palYforaddriu¢Infa®imNmmnrplad�il6e n�ndadua16y5aapem9ugTi['mtwgh�ciraandv.xui�F5R 276T.NmvuvpbaeamiOgy�eW�6e�silulphe�e'sroln�bfa'18'dufiidiacan l8p�geepNtar'Si<]S,al¢h�stsatiebt�rtl8pwepl+t ��•R7�1 % - 25V1K RIE¢I1N951 Job I rugs , Russ I ype Qty Crystai CRYSTAL . Al I Roof Special 3 1ply 1 Job Reference (optional) ID:IV32yj4p=X ON8FKcOwe8yH?s67i v Bx67?aEtajldr?ojf Zii kDJLK2PIW6CRy�y64 1 9 4. , 7 5-2 13-7-0 21�12 27-2-0 28 6 0 1-94 5 7-14 6-1-14 7-5-12 6-1-4 1-4-0 3x , NOP2X STP= 3x4 = 2x4 II 4x4 = 3x4 = Dead Load Defl. =1/4 in D 4 II I11! LOADING(psf)' SPACING- 2-" CSL DEFL. in Doc) I/deft Ud PLATES GRIP TCLL 20.0- Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.26 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -OA9 14-15 >655 180 BCLL 0.0 Rep Stress lncr YES WB 0.87 HOr2(CT) 0.24 9 n/a n/a BCDL 10.0 Code FBC20171TP12014 MatrixS Weight 154 lb FT = 4% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc pudins. T1: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 64: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except` W2: 2x4 SP Nol OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0 (min. 0-1-8); 9=0-8-0 (min. 0-1-8) Max Horz 1=151(LC 4) Max Uplift1=312(LC 8), 9=363(LC 9) Max Grav 1 =1 057(LC 1), 9=1163(LC 1) FORCES. pb) Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 1-2=18421549, 2-3=4010/1287„ 3-4=-4528/1488, 4-6=2017/644, 5-6=1628/550, 6 7=1597/470, 7-8=16771448, 8-9=1890/525 BOTCHORD 1-16=540H508, 15-16=264/784,14-15=645/2102,13-14=214/l200, 9-11=354/1600 WEBS 2-16=1281/466, 2-15=1015/3015, 4-15=804/2285, 4-14=-649/402, 5-14=326/875, 5-13=295/702. 11-13=348/1550 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=14ft; Cat It: Exp C; Encl., GCpi=0.18; MWFRS (en)elope); LumberDOL=1.60 plate grip DOL=1.60 3) All plates areiMT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)1=312, 9=363. 1 LOAD CASES) Standard \\\ w l l I // / � f! PE 76051 � A Ili; 01VAL (Illll 91 Southern Buss Companies, Inc. TRW. A2 • 2.kin Ni u*a SOUTHERN 590N � Y Pm}ectt%me: �l TruzDsarr dIc � ,M `7RuSS Fcrtherce, F134951 Date: 6742018 11:40-37AM Tflee COMPAN WA (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pa 1 or l Wsion:2017.7.1(Bl>ild2l MaterialU/Oax vetsac 15b5 Spin Pitch QY 01IL OBR CANU CANPR PLIES Spacing W(IMPLY 272-6 6.112 2 1.4-0 (HW 080 03-0 1 34 in 117 Rn 28-6i-0 r 6-9-8 6-9-8 6-9-8 6-9-8 6-9-8 13-7-0 2048 i 27-2-0 46 - 4 12 61r 12 16 3x4 ! U4\ 3 1x4/ M1 I y 2xB 5x4 - 4x5 (6 1 T' 9 7 8 3x4- 3x3- 3x4- i 0-0-0 0-" 9-0-11 9-0-11 8-9-11 9-0-11 18-1-5 26-11.0 - -0 Loading General CR Summary Deflection Ll (loc) Avowed lead (ryi) %,,C.&- W20171 TC: 065(4.5) Vnck 035n LIM (67) LlI80 TCLL: 20 7MI.3014 BC:,097(41) VnLu. alli, L/M (47) LMM TCDL: 10 RyMhrla c: Vs Qib: 035(4.7) flack ami. 6 BCLL: 0 L10L: W% Cmp7amrlia-20 DaL, 10 ]1+xOH�(1srYArgt (13141-11A) (200.11554) (30-13JA26) (4003.15A) (54A1.15:4) (63-10J-1190) (704,4A) (WW-12A) (91103-801. Reaeflon 'Smm7ary Jr 717e B,eCmdn. BMVAM mmid R7aB,x\ lb M=PR M.(hx 60 M.WdUPM Ma[(.b]A MURAI, 1 ne(V4 1 8u cmftmamy 3001a IJ89hs - -4(91a -101. 1271e 6 HBN(WA 1 4u C—&.Mav,xy 300u IJ50bs - 4096e -of Ole Material (Summary Bracing Sunmrary TC s•(nLv WA)(22[4 7CB,ang 9oaMlaAdmt3_sO v%dsg,byohM BC 9'(AL9C62013)922[4 BCBad g 9mfdaRxiea16I04Y.%dala,by0lna V8e T(ALS0f.2012)a3_N4 Loads Summery g7Lnnmlmlmd�acara•na®'�co IOp46oxv,dvdFelndp4sdmdlndi 2)7h'enaahulnvdq'gullaMilsd'widlvdsna®rhv,xwi�iSCE7-l0whbefabwig�df�iquc 160uQhutimRE�eaxtC,7.,A'Fndmtd,Cn61:14tBuHnEGm*yB0=1Ay,OsalBlfp ti,e27J1Poc4873Ab=74 QTktFnd7meir�tr}radwd,mm8ac100Lm] 60,OCLvrPrMA 3)Miiuxm xnBoclnQaei,mmtvuvihlBClll*]607J hssmt6neq,6d Member Forces Summary Ts6tidralsMcnbatgmaG4masamifor¢(mummp.fo¢7d0aeIIOamnoxamlfaaj TC 10.1 an] Stile 24 0"-1/l391e 56 0597 -2=& 1-21 03sa -2001e 4.5 wl -Iseft BC &T 0934 17581e iLMhl 7-9OM1,1241. ONO 9.I 0965 1,7551a Ulle VJt. 2.9 0173 449t. 4-7 0330 6x56s ROW4.9 0326 6801e (-27314) 5.7 0.173 -4501a NO= �17h'sdga,ubxdmh9CE7-IOasrdaanl6SM.1f17Rxih1Au1G,80odt - WtCAsadltrsCRa,eMuiaia,dferrcuhltd�rnmabF<Ind]ielreaq,ampxnUdd�iimi,eoden11a1.cmynilasOtQ1L+(Ka-1)xQtl Cli,amvLvaa�ADNO'A I. \\ Nl. L7f /� 3)Agmlyaud4�mr.CgmI00,Inslamappfdo/xPhxWrei,dtma6g9nwLsas�tbyhT„mMam6auepaM190H 1,37(CSmin2A2 �\Q-� 4)fitdwody,iftnsionttavimM\l'fRSQa MdnS 5)IL[aLmelal7Cpifibralamelfiep[v�aenioimensoquimaeohudemWaieldgi.alln$aaaalxeejxK (}, �, ` s \ GEN ` �/ / I PE 76051 i ` 1 L � 1 � J � Si O X ,4 ORIDG1����� is onrA"�N wnrE�yormsa�m�nr6.pbmobornmm.wa�tlx,�rus:�:enln�eamnlma�„oebad�l��e �efb•�re�M[.aw�aam�yxn(Kam.agwimola>�ereeotaoara�rantykBalns I1�vA�1m6e3oaimi,da,bamparadP��1�I6Y�'(a7*1e��d,mnSef+eanvryyraulli^h,pxuaMrmmicuSG:na1Pi+1s'NgCaedd+adnfmm$aMmonnxphes4,aJ8e BrianM.BleaW maadaoudlrySo}ronSag�TcCnryerp;IrcuamnUntw+,F9t-2762.AImmvl,InsareYllau�mVs;le�,ofdplremsRto1ww11pa=18".vhd,i,&alsml8tau:Kl+bK,xS!18;wlid,n5a�e6e®18tgepl,n 9unFig,K760.s] 2590ti - RFa�fl3a9ti o I I r NSs S Crystal CRYSTAL i TRZF7SPECIAL 1 Fy 1 Job Reference (optional) 5olMem T/USS , M Pierce, hL, 348l7 Kum o ziu s uc[ Z7 2uia rnnr u.13u S VR Z7 Zultl N„1 eK,nauss,as. Inc wee Novdi wm1u."" ra e i ID:IV32yj4p7XX ONSFKCOweByH?sG-7OTgPH7lmtNkCttpPjJyB?90pb402oYBePGfkty y63 1-9� 7-5-2 13-7-0 21-0-12 27-2-0 ' 1-9.4 T 5-744 �� 6-1-14 7-5.12 6-14 3xv — I NOP2X STP= KM -Ea 4x4 = Dead Load Deft. =1141n 2x4 11 4x4 = 3x4 = 3 0-0 94-3 15 6-0 21_-0-12 27-2-0 111.n FA�9 F 1-13 5ifi.12 6-1-4 Plate Offsets (X Y)— [1:0-1-4 0-0-21 [2:0-1-4,0-1-81, [3:0-0-0,0-3-0], I3:0-1-12,0-0-14I, [4:0-2-8,0-1-121, [9:0-2-0,0-1-12], [11:0-2-4.0-2-4], [14:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in poc) I/deff Ud PLATES GRIP TCLL 20.01 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.27 12-13 >999 240 MT20 2441190 TCDL 10.01 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.49 12-13 >652 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.24 8 n/a n/a BCDL 10.0 Code 01§C2017/TP12014 Matrix-S Weight: 150 lb FT = 4% LUMBER- I BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD -Structural wood sheathing directly applied or 3.0-3 oc pudins. T2: 2x4 SP Not. BOT CHORD •Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 -Except* B4: 2x4 SP No.3 WEBS 2x4 SP No.3 -Except' W2: 2x4 SP No.2 REACTIONS. (size) 1=041-0 (min. 0-1-8), 8=0-8-0 (min. 0-1-8) Max Horz 1=135(LC 5) Max Uplift1=313(LC 8), 8=-313(LC 9) Max Grav1=1060(LC 1), 8=1060(LC 1) FORCES. pb) Max. CompJMax. Ten. - All 250 (lb) or less except when shown. TOP CHORD 1-2=1847/551, 2-3=-4023/1309, 3-4=4543/1513, 4-5=2026/650, 5-6=1637/560, 8-7=168 81476, 7-8=1899/538 BOT CHORD 1-14=55411513, 13-14=271/786, 12-13=-665/2110, 11-12=23111207, 8-9=395/1628 WEBS 2-14=1284/479, 2-13=1044/3025, 4-13=823/2291, 4-12=-650/404, 5-12=328/876, 5-11=3011707, 7-11=269/224, 9-11=387/1578 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf, h=14ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b)1=313, 8=313. 1 LOAD CASE(S) Standard xGEN Lf- i i PE 7 059 i A � o'o � -� NP 1ORID I Z Ili) ONAl tE\_N Southern Truss Companies, Inc- Tom= A3 2590 N. kings Highway T � SOUTHERN D!6 c«I1IXIIImt&hnkm— TRUSS Prod. Pierce, F134951 Date: 6442018 11:4"AM IT— coMPA1411ES (800) 232-0509 (772) 464 4160 (772) 3I8-0016 Fax Page: 1 of 1 Wmim2017.7.1(i3Q;ki2] MateridlllatalX>ve�a�ia> 15M S)aiI Pilch Qry OTlT OIlit CANfL CANfR PLIES Spacing WCT/1'LY 324) 6112 1 14-0 000 w 000 1 24 in 112Is 24-" 14-0 1 6-9-8 6.9-8 6-9-8 2-9-8 - 6.9-8 13-7-0 20.4-8 23-2-0 4X6- 4 12 �6 12 6F 3X4/ ,X4% 3 3X41 5 r` r � 1.5X31 . 6 T 5X6 N 1 'L111 T ' ,0 9 &4- 3X4 - 8 7 3X4 - 2X61 0-0-0 0-0.0 9-0-11 9-0-11 547-11 9-0.11 �— 18.1.5 23-2-0 Loading General al Summary Deflection LI (loc) Allowed Loud (p� Iftc-da FBC37I7/ TC: OM(24) VACK. 027b L1973 (10�1) L/ISO - ICLL: 2D 7H1-3014 BC:, 099(18-1) vjdl-1 OIOu LIM (IUI) Lr40 7cm: 3V 10 RVMbd.m : Vs b: QA6(5-7) kknot• OW, 7 BCLL: 0 AOL: 125% Ci rP ,..K.-2O BCOL: 10 WxUHvx(tn.YYMek 09-103-13A) ¢443.IS,S4) r3LL13.1-9X) (40Q3-15R) (51.94•n36.) i&1.123190/ (73-8.34l.90) (80413-SQ) r9Qai-12ai noQa3-sQt Reaction ,Sumnrary a Anc BreC—bD &.%M% Mavhl "HmN1Sffi M-Rd M.G.A W Maa33idlhl0 MaXIHO M.Ibis 1 P,j(41 1 Rtt Qo Ma=y 30Dn ID12M - -Oils -01M inks 7 HRd(' I 4i, C*.&M..w 3M. ME..3SSIu -355bs M , MaterialY u n nary Bracing Summary TC S•([,L9OL200)0220 TCBrme $ofn Frkw6-11.4HvkdesL•mbyGhm BC S•(AL9aQ013)MN4 BCB dr, sww Va. SP(M SOi2(H2)$3N4 Loads Summary g7hsau„hub®eQ,ne rarldfaadeo IOF,m�d,a�dl.�mdd<sdmdmm 2t7L'ensMA�Sgandra evN'rndYn3tuaoudiaxnehA9CE7-IOIAI.M +frswddm MX 160ogLuhm$E�pvmCBdrFidxd,CoLL{ipHiiSygCec3vin(f�lm}O.�ralBlts 11a 2717 OX48.334h-14 RNYF dZm Tael�b c &..ii dDOL-]14,CC7xwW,%30 3)Minoivnem�lndag'v^^��•�+-•�IBCTabh1607]Lazrclhmapliof Member Forces Surumary >Hc uMaaml�ma.c9 �aamlf�(a�aa�.o.¢rdxa ms��a h1r� TC 11-1 0271 36M 24 06" -L451 bs 56 M9 69M (-7M) 7l OS.%-IA%Iv. 4-5 0"-I.021M BC 748 0599 7041s (-319N) S-10 Ow 8021. -293M1 MI 0916 14mft '630M1 VII. S1O Q171 4451s +3 OW 121M (41U) S7 0456-IJ69bS 4.1 03M 6931. (.2341.) 5.8 OIO2 252E 6.7 0019 601. (-22N mes; 1)7Ladiyn'sbailmA9CE7-10asr1amm16)•1r2Q7F1Xifii'1dT,,G�k VnCRanl(InzI,XD DU,. AM" 1. �\ N \\ `�\�i 3) mr otfa�ty,CgalDQhu6•mngSdnfcphtheal.alaxac�ulby6cTnn MandigavpaAt.N![411-'.D0!Seaa242 4) fundiab� roiai[(QR)�ielathlra[X{s)Auu RousofCiRmua6®d�Mtll�P Htram4svUREb(IltB4KETaalrmisUCLRaddngadtruigse \ 1"`� /+(�1 / `�` /�/ \\\%` S)II.d Slu m+dmMw'Fl5Q0i'�+�AG amlw, PE 76051 i ; ,<ORiDi•G��\\ TX1I7l�Aagrv,d'0e6 vJe16efianrLdbEwc�aaeme7hai4ytMNcidiviinlnesFlaalmdei8aavbanlretiiunaY�siqidM•IwTne:MyuUavrmvi,dis,pmlwamva4•arclmm dhiJhrtarn.IfiHi(gtwBdL� BrianKB `Y••. 1]%sysAsglmlcA•dwgidnbeaoaoruw(pcR�r�elegnai�xYr1}�rfiY/ maudiavn11p5'ge�nSnag -lvaav�pvadduu¢Ssfr¢nvpagranitw'Inpuanhdmro6w&CuaaO•iKs rypefaa4GixnlufamannAlau,mrpi,bdulbey TrCmSxuylacbavnnlvv.•a�,F41.2762..41mm�vrpLlsw;20�u8conls/e�d.Jphhaxcsfdtidl0•a=18'nAdiid'dtsanlS&"�1'l'eorSf/llC,vloLiaT�rsati�uraoiBynuLaeRhr SnnFip;Sl60f1 2%0\' Alir¢A749SI 0 1 cuss I russ I ype Qty Ply Crystal CRYSTAL I A3 ROOF SPECIAL 2 1 Job Reference (optional) Southern Truss, FL Pierce, FL, 34951 un: 8.230 s Oct 212018 Print 8.230 s Oct 212018 Wek Industries, Inc. Wed Nov21 14:16:10 2018 Page 1 ID:N32yj4p7XX ON8FKcOweByH?sG-7OTgPH7lmtNkCttpPjJyB?92Kb6Z2nGBePGfldyGy63 7-&2 13-7-0 21.0-12 23-2-0 1-9 4 5.7-14 6-1-14 7-5-12 2-1-4 4x4 = Dead Load Deft. = 3/16 in �l d 6x6 ':�- 3 1 2 1 4 13 3x4 = 48 11 12 0 — 3X4 = 15 11 10 9 NOP2X STP= 3x4 = 2x4 11 4x8 = NOP2X STP= 2x4 II 3 0-0 9-4-3 15-" 21-0-12 23-2-0 , 3-0 0 64-3 6-1-13 546-12 2-14 Plate Offsets KY)— [1:0-1-4,0-0-21,[2:0-24,0-241, [3:0-2.8,04-81,[3:0-1-15,0-0-01,[4:0-2-0,0-2-4],[12:0-2-12,0-2-01 LOADING(psf), SPACING- 2-" CSI. DEFL. in Coe) I/deft Ud PLATES GRIP TCLL 20.0; Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.23 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.39 13-14 >694 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.19 9 n/a n/a BCDL 10.0 Code FBC2017KP12014 Matrix-S Weight: 144 lb FT = 4% LUMBER- I BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc pudins, except T2: 2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 64: 2x4 SP No.3 7-10-9 oc bracing: 1-15 WEBS 2x4 SP No.3 7-2-0 oc; bracing: 13-14. REACTIONS. ' (size) 1=048-0 (min. 0-1-8), 9=0-8-0 (min. 0-1-8) Max Horz1=190(LC 8) Max Uplift1=276(LC 8), 9=249(LC 9) Max Gravl=908(LC 1), 9=908(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 1-2=1572/484, 2-3=-3356/1235, 3-4=3833/1451, 4.5=1606/569, 5-6=111071423, 6 7=1151 /359, 7-8=-643/182, 8-9=904/243 BOT CHORD 1-15=565/1286, 14-15=277/668,13-14=659/1712, 12-13=223/861, 6-12=280/210 WEBS 2-15=1085/488, 2-14=1040/2504, 4-14=84212007, 4-13=-611/406, 5-13=329/827, 5-12=195/369, 7-12=106/415, 7-10=629/256,10-12=158/551, 8-10=232/845 NOTES- 1) Unbalanced roof five loads have been considered for this design. 2) Wnd: ASCE;7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=14111; Cat II; Exp C; End., GCp'r--0.18; MWFRS (envelope);. Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 1=276, 9=249. LOAD CASE(S) Standard I i l� PE 76Q59 a ; r A / 75, 0.����-ay-�9`� //j)SZONAL //111111111X 9 Southern Truss Companies, Ina Tom= A4 SOUTHERN 2590N kingsllighmy Thwl)O rrr. dbc C 7„ 'muSS " FaitPieree, F134951 Lhte: 040018 11:4039AM Thm COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax >og: 10fl �I�lsial:2017.7.1 [B1nld2] Material IJatslnse ��aaa1: 1565 SPL Pitch Q(y OHL OPR CAWrL CAWrR PLIES Spacing WGT/PLY 272-0 6A2 1 140 14-0 GOO ow 1 24in 11911n 29-10.0 40 I 6_9.8 6-2-8 7 6-2-8 6-9.8 6-" 13-" 1 7 20-4-8 27-2-0 14-2-0 5x6 HS is Sx4 - 5x6 HS 18/ 4 5 6 12 12 6F --16 i 1x4 / 3x4 / 3x4 1x4\ 3 7 M ,n d dm M g I 5x4 - 5x4 - 1 1 T 4 12 „ ,0 3x4- 3)e3- 3x4- 0-0-0 04-0 940.11 9.0-11 9-0-11 1 9-041 18.1-5 27-2-0 Loading General CR Smimrary Deflection L/ (1oc) Allowed lmd (P) BugC� }BCV17/ TC: am(1-2) VWX 033h LN55 (12-1) L/180 RLL: 20 'M 1.2D14 BC:, 096(L-1) VnIL' O]u LM9 l)= 1) Lr4O Tom.: 10 ]4pNft bn —: )61 Va: 032(5-L) ROM Olrin 9 BC(L: 0 DOL: 125°,: Cr�Famr,l�20 B m: 10 02g 0J-]I01 (2f1(13-I5S4) (30-13]-9A) (400}3]i) (5043-GA) (6"3.8]3.) (70-W-926) (84AMS54.) P-lc�'Y�(9b101-11D.] (10".3s0) (1100.1.12M (12"3-M1 i Reaction'Sunzmry Jr 'A% I BMG-bo Bm%mm M-,rid PWB,ntldh M.Md Mmr lw M.-AWUdO Maxtw Ma<H.¢ 1 Fh(VA I I lb C—r k!m r y mob 13sobs - 4671s _ -4671. 83bs 9 Hm(mb 1 8u Cuamm&- y 3mu )]sobs - -4671s 4671. of. Mates ial lSunumry Bracing Summary TC 5P AL93b2013)(R2x4 TCBrad 2.#4gc48U DO BC BCBAg 9:aiuierAufmv7.3gl1uindsjg�by(tles 9'5WL�� 2012)t02x4 Loads Summary 1)Th'snucl¢sba,d�fahed£asdrb 10[slhttm dml]�eh,dp]a;dallvvd; h=14ftktE.dofuvd)sdsbam.nb—O9i7-IoIAO,CC—Vrd dindi4xe(tAvq,LW:nakE@a°.rCB�11'Fndx�Cutd�Ip93T$ •Brt�lm),Owa1&Ig Di.27nfix4gn ]3mz7]7Exas3bRb=14(twFm7A„ern»ta„m6na,m®d,atn� Im,c>r�ewah38 3)Mnnomaaga[:ImS goaaudunvf,IBCTa1,k1607.11nan1F�apphl Member Forces Stmmiary 15eb:.s�eM�mwmaxc9 m xax�,r�(�x.n�.r mr�,.6�� .xwr� TC 13.1 0271 36bs 4-5 0533 -Ixhs 88 058D 2019bs 1205M -21D 9hs 5-6OM3 4'%OIa 9-14 M71 Mi.241 am-18161a 68 0sn-1J46b, HC 9.10 4962 L746hs (-6121.1 10.12 0874 1]13}s !-]89tn 12.1 0.9m 1.wbs -591 ,QSe 312 0167 4351. SIO 0319 67sb. (-Wu) . S12 0319 678hs (-2401a)8•,0 0167 Ruses 435hs 1)Th'sd blx�vdmA9C87.1Oasniaaavlbyle3i71ixi3,BlifiigCale \�\ {�� M BL 2)WtC((ard])��an•.++eialandba'vordd8iivs6�enFehadP4ehenPmpmaeofddlmiod:mmdbn4om�,m/uAO LL+(Kc-])x7]f1 II;.—d..w6AN9Aii1. 3)M�h'axpolfaat Cy�lD4huhma)pidnlrtphehtrah�nsdap7,aaliaai�efdbyfeTnaaMamfaoxcrv.V•HON I-�hxemn2i2 4)Am'dead¢ryatdaint%hfm'etMf31� �\ x \ 5)LiffiaiW�pFft1autrslaadmMN'FIZSOJy(ndig. % ` � ` \ �• � 6)Fb> bmmm,�1�(.�da�tp s 6 mx� dd 1�a .a� PE 76051 1 t i! 55: t 1 s� O ORIDi. N AL N(lI7CEAmpyofiucda}7,9mlbefixneiduhu�m,+ao+r.Tl,eAgvortei,6vJidx,exsbnalmhq®aauenf�a}vmewaq�{,blbyhTnasMaryfaatcaM,disyimLeamxagaMmm(dim off�eul'umn4nssfa6byl,eFWdfng $fi3nM.131Ea* �ryeAvelmxw6n°b8^�a4sR�T*`fF��b4>a'u+�"�N�Y�i'� roanJsNia16y5in(tin9rt8-TeCo�¢unlrcnaaunh„m. (��L����uubSxFem,v)nngeao(he'Im�oceanlnfano6�oRCeanL^itt")ngfaaMcxnl'nfmmfrnNammrpbLefielbe ,t$t-2762.AIaxxnxrpluxa,e'dgpu udslcgs£dpNtsvwfolwxdbya :l8"vlufii�datsanlRpt ephka'Ss78liJuhu(®bah'�bidml8gaurc pld: �RPLr.W4931 25%X!M a Southern Truss Companies, Inc. T1uss: MA - . 2590 N. king;NwaY 913UTHERNTTtwDOg:r PrOcaN'a— � dIr cmtpcm: eir lli5S', Fort Pierce, F134951 Date: 6n42n18 11:40:40AM Thm� COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax page. 10f ] \z6w2017.7.1 P36M-29 Malarial D.fAu c w im 1-565 SPa 1 Pitch Qly OHL OR, CANPL CANrR PLIES Spacing VVGrATY 272-0 6/12 1 140 ON, 000 0-30 1 24in 118ft LI 28.60 F ,4-0 6-9-8 6.2.8 77 6-2-8 6.9.8 6-9-8 13-0-0 1�3-7-D 20-" 27-2-0 14-2-0 5x6 HS 181 5x4 - 5x6 HS 18 / 4 5 6 12 6� 1.9 12 16 3x4 / lx41 3 1x4/ ? 7 r, M g 2x6 i 5x4- 4x51 6 T' „ ,0 9 3x4- 3x3- 3x4- I I 0-m 0-0.0 i 9-0-11 9-0.11 8-9-11 9-0.11 18-1-5 26-1,-0 - -0 Loading' General Cm S1manary Deflection L/ (loc) Allowed Imd BBgGdc IBC2017/ TC: 059(1--2) Ibt(]t 035n L/9X (8.9) L/180 TQ3.: 20 7A 1.2D14 DC:� 0%(11-1) Vn1L• 012n L1999 (8-9) L!40 7m: 10 lupmk.;—: ka 1DM: 033(--9) H-at Uh, R Dal- 0 ROL: W% ckvFxw,ra-20 B(IL• 10 PhxCttss(la](YArsk (13I03-IIA) (2D0315$1.1 (3D•I33A�6) (4",j W3) (SDg3.Op) (606,W3) (7"3.1550 (83103-1190) (9DQ:801 (10D0,1•I2D) (i1D0:5RDa )�Ct10II SmnnlaTy jr Twe Bi¢(m�, &et186 M enl RodBfrtlN6 MacBe�R MuCn •tbift M W.dWa M-LW MaxWb 1 t5s(H6fj 1 Sn Q-ftMmmy 300u lJ81 bs - 469hs 8 liRd(Nh4 1 4p Gm M.." 3Mb 1J42N - 40916 469U 1226s 4096s 01. . Material SSumm ry Bracing 4h1001D vas 9'(}d-905w D12)/0b.1DC 4 ACBnmp, 9nInlaAuisa1694;Bufid�'mlyOlxa Loads Sl , ry 1)7h'stushaslmdga�aAfatKd6sdueo,Up4hxsmdudheLndOit:ded6� 2)ihuY�hasl�dagadfarhe�aadaidfndsus®rh�.+..:+•sac7-IOuh6erotmiga$6fmlgs¢ 160�idimpEgmxeCruylidtadCyiiU}{pBoyr�G�•D0�ID0l.QealBBg »�na7Dx4suRh=]48x.�dzm�T,��ma�a�lDaFlrn,Oczm�wdn3a 3).N'.umnnma,�arindlgua�n¢wi�,BC7a6B1607a l�no16®app6al Member Forces Slmunary T;�csMxwm�cs,�mddrm ( y�.rm=rarw.apan�an lrm� TC L11 0-171 361. 45 0m) -lAlhs 7.8 0596 -2p14lx 1-2 0."9 :.Jmta S6 0Si9 -lmu 24, 080-1,818ta 6-7 0sn -IrA 1. BC 9.91 0950 1736ta I •635bs 9.11 oirn 1 OOts -301 11.1 0.965 1733tr ({d4- 11bs 2.11 0168 4361. 5.9 0334 6821x (-251Ix) Sll 0314 677M (-'-i614 M 0169 -C17. Vhcps m,SCD7•10as`dammiby1r207Rxihlh&fnRCb& 2)%&tCR- dHtaCRaehwidardlnmomlAilnmmduebFtlndP� `` ja'Y ` • '-+�, [C�n �� �\ `7�'/I aoP�9'�d'ddLtiiAebde+dhoQmmpWlazQll LLaQfa-I)xO911iu®>1az�uat�M9A'Rl. 3)Agiallyoxamlfaatir,C4�lDglushmlapi�oiryhehval�n¢dry�laLsas�ef�dbi'I�eTns$Mmu(aem Ah91rP11-NIf25sm�2I2 �i �.�•��.•� \ \ Q"�'` \GEES \ �i � 5)I�fuidtgYl'mmnbssdmMN'FASaJylm�5c, ` R,ta►xaMlazTC b � P� aa¢ivumaotmdawN+d:atduplaay}obadyaam<hrxpu5 �' ' PE 76051 S TA O ` I•Y7I7CE:mpyd'dt'sdry 9uttrfim Mdmamn�mamel6ed�orhiid'vi4�lt�nsshiWmdo�nabioonfiWuesnets93�Mf�TnmMamGojennlyds4xnlrm�ua9'enlmm{ivxscoftrufarm(m�ttfa4tjftp-aryl ilr�a•AxitmlisAaviplidizasnmpun¢ofRor�malapjwqR¢i'�Y'�lfaht�.mpn'erdq�n4naa8efrm�vingeardh"hiKumnldmmna&Ca�a-d!�bla DrianMB kaJdy 1ngrQa3fuxnliSama6on.Mmmmrpkib�IM1e nnndaonafby5ryem3ng YeC•mym�}heneav3+nxaliF9t.2762..Nsauq+xpV+ana30�ugcmka/w.gaofnlphtme'sfolnwib�•a :IB'd�ifiidmm IREpuxyd.ru'�'*')S,vl�i�tisxW h'gplr�nl8prugeph� $YutFiLGlrl(451 29JO1�Ares tRPu¢R3t951 Southern Truss Companies, Inc. Tom: A5 2590 N. kin Hi SOUTHERN g' ywa Pro ed ilb crystal TrtmWig,= mlc (O„ ,Y 0ffi„4 190SS FortPieree, F134951 Date: N14018 11:4a40AM IT= cOf1APANlES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pasco 1 or1 w•sim 21017.7.11Mild-1] MWgWDatabaseva-i= IMS Spml Pitch Qry OHL OHR CANIL CAN1'R PLIES Spacing WGRP[Y 27 2-0 642 1 14-0 140 000 000 1 24 in 112 ft 2s-10-D i i-4-0i 69.8 ' 4-2-8 5-2-0 4-2-8 6-94i , F F 6-9-8 11-0-0 16-2-0 �1-4-0 20-" 27-2-0 5x6 HS 181 6x6 HS 18 3 4 12 12 6� - �6 1x4 % 1x4 / 5 c, vl d v j 5x4 - iT Sx4 - 1 6 --T' � ' 9 8 3x4- 3x4- 7 3x4- I ' 0-0.0 0-0-0 j 1 9-0-11 9-0-11 9-0.11 9-0.11 18.1-5 27-2-0 Loading General (A Spry Deflection V (loc) Allowed wad (ye) Bicm= FBC20171 TC: 069(5-6) %blot oaa;, Lnu (9.1) Ln)o 7CIL: 20 7MI.2014 BC:. 096(G7) vhU. all LFA9 (6-7) Lr-W TCCL: 10 I1q mkb.ms: Ys Utb: 022(4-7) H-at: 007n 6 BQ3.: 0 DM: 125% 6q,13mr,Ra=20 BCM: 10 Ait•[yC�(7uta•YA k (11101•IIA) (29g1-ISSa.) W2.2.11373 (40.2,2-I1J7d (500y15,k) (63-ICU-IIA) (700.1-8A) (8A01.12A.) (9A03-80) Reaction Sumulary 1f Itsn BxCambo BMWs Msasnl RndBeU41b M-R- M-! a,L40 M.VAAtw M.110M M-ibrk 1 lu(t%— I I 8n Cw Maa y 300n IJ671s - 4671. 467bs T-lc 6 H -'c-q 1 ailGm,*!Masay 300n IJ6716 -167M -467bs W Matenal Summary Bracing Summary 7C 5P(AL9Y,2013)QNA 7CBradp; 9nna),=034:2= BC 6P(AL905-20B)CN-4 BCBrad� 9LiEataAuFeal7-0-0lAufi l�vB,bjQCx+s wtt 5P(A1505.2012)MW Loads Summary g7n's.,�)mb®a�ro<��d,m 1oldmm,dvatKwdltiemdmd; I)7D'at,mlcst,®dei�,dtarhe�aadendh>dsi,aoadvxenf,A9�7aon�MGiiaig,mdirelip¢ I/Amphutima4EymreC.FxbFndo*0.c�•nAB,iieSCae�B(1=11%9,Qaa1B0S I)msnJ71ts4813f1L=14QF1,tFiil7axThs�)�dcmdod,mo�laolDG<w)L0.4^ZooeWd63ft 3)Mnnuman�ikmdogommNmxi�IBCilbbllU71 humt6nnapioi Member Forces Summary >avr��M�,Igmaxcr �a dw z(m,xmm,x.l �rdar�.� on�„wr 7C )0-I 0271 361. 34 0612-1337bs 611 0271 36hs 1-2 060-19tiln 4-5 aria-L747bs 2.3 "M -17a71n 56 a695-19431M BC 671 0565 1 51a r66bt 79 0.913 L91 bs •4191n3 9-1 0965 1675hs d'7bs vex :9 OJ71 414bs 47 a219 5511os (-174� 3-9 Q219 $51 Ls (.174M 5.7 0171 4141,n Notes: 1)7L'Sdegn'sln�imAsCE7-l0aas,iaem)Fryte�71iai3,B3frtg(bde �\ a•{• �+f� ��/ 1j%titCRmdliatCltmslrcw[ale,dhamnWJ�iadrcb6ebadPlsslrearspavgpwsfKSllriuditbS:+dksd.mny�WasR>1LL+(Ka-!)s17d11Yi,amnSv,oe1W,AMl/fR 1. 3)kJtciym�dfi�Cq-lA7,lmbm,g4nlb1rli,thfrzlreimn¢d�7,sahsmspafisltyixTs,�MandamapaA149)IR {� �` �i��i•••-- 1-2Dp25®,242 �N 5)1J�isydupl0sudsslaadmMaMSQ�: Ism 6)It+K6r4>e1m7C)ufihei¢aml,epnm�u,®�aaFu,me.bte�aseshhS:a,Qgi.agnF�ae�/,osyi,5 i r PE 76051 i 1 � -O� ; ST O i %0'o�s -4 ORID ' TD)10EAmpydffi'sst�'a,9ei6efusu)ed Bc�,o'.A�1c^1,sd,aulg� b Iea�,nmrenx:7lcts{�,Miuci,dr: lblbss'sinwimd,auu asdss>pumassagn4dbyMTmaMandan,eao7ssic oamgansof)sofrnadagimirymin�i7Ns1!'tni,n,b. lint 4mhamuaq a,siam{iin, soflsenfmminsfG,A,byhBdf� an&CmealPko^paplrr.iim,elidmm6n.41¢nmmr(,tss;hst6e HIYdn1s•1.B y mandauxdby5tsc8-TCmlurn;)rcnaaiurdiusubFSt-2762.AI ash��N�h^Im)vartld osueaPh PAC,nlaskl'mlidpk+csD<'rfalw�db�•a+IB'ahifii,d'mtsmlBFdsgq't'Cor'SeOrvi"' n5atsatiSl,beiblxpKK1 �� 1590)1 "� Al'h¢A34951 +' Southern Truss Companies, Inc. Truss: ASA ' 2590 N. kin R 3wa 6iDUTHEAf�1 1� £) y Pr mDc!ame: Cry5m1 Tn�nl.�x1: any C."4"Xnt SoLmalsTM ItfIlJSS . Fort Pierce, F134951 Date: Nl )WIR 11AMIAM COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax paw:i of l Waiar.3017.7.1 [BlM:4 MaterWDatffiwm,.i= 1565 Span Pitch Qry OHL OHR CANTL CANTR PUB SpaciV WGWKY 272-0 6112 1 14-0 140 000 430 1 24in 113ls F I_ 29-10-0 _ I Y-4.0 I 6-9-8 4-2-8 5.2-0 _ 4-2.8 6-9-8 I { 6-95 11.0-0 16-2-0 20�-8 27-2-0 5x6 HS 181 5x6 HS 18 3 4 12 12 6� �6 ix41 1x4! nd q WI 5x4- 4x51 1 I � 6 , 9 a ' 3z4 - 3x4 - 3x4 - I, 0-0-0 0-0-0 I 9.0-11 + 9.0-11 8-9.11 013r0 I 9-0.11 18-15 26-11-0 - -0 Loafing General CR Summary Deflection L/ (loc) Allowed lead I (pd) Bi#ck FBC20171 TC: Q70(1-2) M.M. 046, Lnl3 (94) 1./18D TOLL. 20 7A1.2014 BC:, 097(9-1) {ht12: Qllb L1999 (67) TCDL: 10 RryMtr3mesx: Vs {Vb: QP(4-7) HnCR 097h 6 LP40 BCLL: 0 DOL.: M.; UapTot .r.-20 BCIL: 10 PIrcOlCsrti(lnt)[X4 (13.10,141 A) (20Qi-1W) (3¢2,111,19) (4022-1]X) (5003-1554) (0401-IM OB0.14R) (8041.12p) MOM) Read n�SniCIIYdry 1r _ 7yp4 9n;Cmdo C1rV.{dh ?&=l R4dB.%VAh M.R d M.C.,•LW M.%'"LW M.UE Max133r¢ I WCA 4I 1 Bu C—MM-M 3mn 14671s - 467bs -467ls rhs 6 1iR41( 1 4n C=&Maxlay 3mu 1,167b, - 467hs -t670� ba Material Summary Bracing Summary TC SP AL9Cr,2.013)922s4 TCBrddg 9xd Am gG34:2MW BC 9' ALSOS 2DMA22a4 BCBnmg 9nfidwR Laas6114jl.isb*by0has. {{Os 5P(AL905.2012)b3W Loads Sunmmry g1u'ab�hasis,daia,el6o<t�-�axm 10Nttobmdrrd�4mdyl,mdma; z1Tn�ng�l�ds�ff4rex�aEan.�alnb�oamo,aa�,�a9�7aD�eafom:$u:Qsmat�,c 1fomPln�t�a,,.ac,B�yF,�m,�>a�,na�car�.yBn=1mtio�nalm>� 1Yms2717fla4tL>,1 R6�14QTitEd7me7mgT'aicmdndsmosdenipQ.=160,CCZmeNdh3R 3)Miwo>nsra¢,rhadngoaa+..h�+.+,A'79hb16073 humlxmaypfnt Member Forces Summary Tad iS+tsMmbalgmmC9 maxamlfas(max�gcf saY®6aatLwo n uaxul6m) TC 10-i 0271 366s 34 0611-1,3371s 6.11 0271 361c 1.2' 0696 -i$Ola 4-5 Q654-L748hs 2-3� 0163 -1747M 56 065S -MR BC 67 Q954 1 51e 663M, 7-9 Q914 1921s (4201, 9-1 Q967 16751n !-06 {IIhs 2-9: 1171 4141n 4-7 Q219 551- (-174h) 39 0219 5sl hs (472N) 5-7 (Ur 4156s Notm nTh"se�jn�imm�laM9CB7-1DasrSam¢dbyfc707BaidaHilBgCade 2){hsGtandHxaCRart/wveiatandhnvmNddbiam§6vindjiuu6xeq�moynnxdd&sfmdcbdedlndmmptilas@II Lt.+(K l)xFMry nambt.W.AANWIL ``` {�� �1�����1 �/i 3)Agmiymtdfamr.Cq-Im,lashms�{dalblephklwalsvas�sahaaS:pedGdtyheTnESMandadm}cM1411Pf t-^�'�Smn2.f2 4)t`w*ae \\' ; SJledswduptRsm�s6zalmMA'FRSQJylmd:4; \ >♦ / PE 76051 i1 r l SjF 0 i, .� •�L ORlO,>' N. //`j�s'CNAL ENG\\� /1liII4111 TTRICE!mpydd,'sds�y4u16r5xai0alblcaemnmwomr-TicU�ofb'sidvdolli vicisvAmd v�baadrgdmmt:aqlidbybrTnnsMaoufapn3aMM¢ymlcanuary aMmm)iu�ssoClccfivon4nagfmtiyheRdiig BrianuB , lEp,sA�isn6'sdsv�iidcesamfo�l��d4f�S��s�'�i'far4eb samgaoaidaimd,vsnNcmwpyeaodin•7o;wmalntm�eGn�fnnaLMm^ry0efuediomlefmmisnAlmwapis�dnite Ej , Southern Truss Companies, Inc. Tiuss: A6 SOUTHEOM 2590 N. kings Highway ?P`9°C � � Own, � ,,, ;-WUss, Fat Pierce, F134951 WL: 61140018 n:40:42AM !T COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax >aqt: 1 Qfl w6ia �01zz1 [BtM2] 1\4ate WDaWw,;even= 1565 Span ! Pilcl) Q1y OHL o11R CANrL CANrR 272-0 pUt. Spaft War/PLY 6X) 1 140 140 04M 04() 1 24in 1251bb, ' — 2&70-0 ! dE 5-0-15 ' 3 7-1_� 4-7-0 4-7-0 1 3.7-0 } 5-so 54-15 �J-0-0 13.7-0 1&2-0 I 27-9-0 27-2-0 i 5x5- 3x4- 5x5- 3 4 5 12 E12 6F— �6 1x4\ 1x4/ 6 M hd_ Nd v? gj 5x4 - 5x4 - .L 1 7 T 1,Ap 2 10 9 8 3x7- 3x4- 3x7- 0-0-0 0-0-0 9-0-0 9-2-0 9-" 9-0-0 18-2-0 27-2-0 1 Loading General (N Summary, Deflection LJ (hoc) Allowed IM4 (0) B4cbk: TOC20171 TC: Q43(6.7) VaCFL 028n LM9 04) LIM TCLL: 2D THI-2014 BC: , Q94(7-9) VnLL ON. L19N (7-8) TMI. 10 RvMbrkw—.- 1'a Mlb: aM(440) H=CR: OO8b 7 LP40 BCM: 0 nOL! 125% Oeprscbi,l:a=2O WEL, 10 1b,!(� xh'Xnnsk (13-1Q1•IIA.) ¢00}]53L) ©(H3.1ZA) (400,i8p) (S1F1Y1'2A) (640.;•1534.) (T31Q1-IIA) (85-L'38¢1 I /9IIQl-]2II1 I IQI-@34s0.1 Reaction Summary Jr rvro ReCmdv ae\W5 M4bn1 R4dBm\1Bh M.F4 M.Q.Lbiri M-Wduo M.L-io M.H k 1 PGs(VLB 1 8n Co M00 amy 3n 13671a - 467bn -4671a 161Z 7 HRd(M4 1 8n C—MKm y 3DDb 1,1671a - -167hs Material ISummmary Bracing Sumnnary -467hv Ohs X 8P(kMSY 2013)MZO T1CBnaLe 9lmfsdmAd..L?A%bdWby0hn BC 9'(A-9M2D13)Y2a4 BCB,.I,, 9imtnlQArtxu6.7aAubdwy.byahus NOss SP(4SM2012)R134 Loads Stiumlary I)7bisn¢hasbmid�ranr�asae6loyenemeivaFxmdldcmdmd; 2-Z7. atFasb�dLh-14 Mdraaorundkndsn �49�7CL-I 6crobuig vdd'ndip¢160upL�+k>:V�RGB.1Yf G 330.131L1Ga�'BOalip�0•vaHltl& 1T�n37fis48i1 ah=Ia Qwlrud2arcTnr9;Iw�c,nd ud,m®1md arFa6D,crrawdh 3 a 3)Mium-9.g�iwJ fti,Is®dwo:s4t,13nbL]6073hunolb44.MU Member Forces Summary �9�m�M�wm�x(s m��u(ormo rdaoaxcm�� edr� rC 11-i 0-171 36hs 3A 0310 .1,M1s 67 0428 .1,wt I.2 ars -UMbs 4-5 0310-L479hs 7-12 0271 36bs _,,,a0314-1695hs 56 0.34 -L695he BC " Q943 17111. l-748hs 8-10 Q93D 1618hs d.In 1104 040 1711 bs &M91c Vit. 2-l0 Q161 -3S4tr .10 0230 -269M 58 03D4 509hs (-ISShs) 3-10 0�4 5D91. (-Issbs) 4-80230 -Y9ht 68 (U64 dials • Nees I)OntLi; a-ASCB7-IO..(Cmoadb3lle3771hibaA BCok N N1.• 13k 2)shlCRaulHoaQta,x6ewedasdhumonhld4IDoissi,ebFClndPls4ea�m�melNdUtimdebdmdlvdautyWlu0:9ll.+(1(m.l)xt1911]iiamdv�zMAT9aA 1. 3)Agmiyandf4inr,Cq-IDo hashm,,rypblb4rphtbtrnire�emdii�1\311eea4tPufdby/seTnmMandarLvpeMH1IN 1-mD25 242. 4)Aa'dedrai.a&•uPmeeNdi6 (]L �� ` /� �GENS `-, 5)LiffiwidupYim� doraEnmdmM0.'pLSOay� ` ,� � 4�S `\ 6)IL4ahm4dzlT'Cpih6absasmbvan¢'rsmbbd'efsfyiragolndsaon¢Eo4ry'iK _� PE 76051 1 � a �sT o , 4 ORl' �Il f 11111� NMCEA."dii"lepdulbcfixnidwbt--&,-muaooe7b-3emor6si.E.I "i;bn d.daip kboMr¢3uamea4444byhTMMar.6a .l.Lda 4" °h amm ym,)dre. rmmrma)wnbykB as a Brian IIL-al iy nA�ao4o:�i�ao>�fd, o'mbi'SnpmSmB-T-eCmpmylrcnemrdwautbE9t.2762.Alosus�rpks4ave'LpuBGmlwhyaTnlpbtavrisf 9� 6e`Im}art+utnron¢nooi(mnL"as•Ts�eroraddn®InfwrtninAlamureplak lbe byu:lfr'al.dsi,ds6nn 188a,r8cph4:a'�IS,Nrd,i.fe.hwli�ti,au l8psscplsC 9uaEgK76051 2`90\" H15uA34951 1 0 Job I ru3S I NSS I ypB Fly Crystal CRYSTAL JA13 Hlp jQty 1 1 I Job Reference (optional) oomern 1 ru5 , m riar , ra., a uz i � STP= 15 3x4 = 5x5 �200 12 Dead Load Defi. = 114 in 5x4 = 3x4 = 4x7 = 5 6 7 1x4 G 8 10 9 13 �I N12Z I1 " 44 = 5x5 11 10 3x4 = 5x6 3x4 = Plate Offsets (X Y)— [1:0-2-2 0-OA 13:0-2-0 0-1-8) [7:0-5-4 0-2-0] [11:0-1-8 0-1-121 [12:0-2-8 0-2-41,[13:0-1-12,0-2-0L [14:0.2-4,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) i/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.21 9-10 >999 240 MT20 2441190 TCDL 10.0. Lumber DOL 1.25 BC 0.90 Vert(CT) -OA6 9-10 >701 180 BCLL 0.0. Rep Stress Incr YES WB 0.84 Horz(CT) 0.17 9 n/a n/a BCDL 10.0I Code FBC2017frP12014 Matrix-S Weight 145 lb FT = 4% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc pudins. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. I (size) 9=04-0 (min. 0-1-8), 2=0-8-0 (min. 0-1-8) Max Horz2=107(LC 10) Max UpKNft 276(1-C 9), 2=325(LC 8) Max Grav9=1064(LC 1), 2=1170(LC 1) FORCES. (Ib) t Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1686/444, 3-4=-3958M062; 4-5=23911589, 5-6=1918/535, 6-7=1579/464, i 7-8=1640/428, 8-9=1864/473 BOT CHORD 2-15=-414/1566, 14-15=511/1955, 13-14=960/3429, 12-13=-42711756, 11-12=525/2129, 10-11=250/1430, 9-10=-338/1605 WEBS 3-15=1297/361, 3-14=�634/2208, 4-14=192/880, 4-13=1422/576, 5-13=156/601, 5-12-175/441, 6-12=280/1253, 6-11=1516/486, 7-11=173/282, 7-10=112/439, 8-10=284/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCEJ-10; Vuft=l6omph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.0psf: h=14ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates area MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 9=276, 2=325. LOAD CASE(S) Standard /- �\GENS PE 7 J� r ZZ 'STA t ���/�S OAIA i Job I russ Truss Type Crystal CRYSTAL JA14 Hip Girder jQty IPly 1 1 Job Reference (optional) Seurnem l russ,rL r,erce, rt-, J45J1 K{ 6.ZOu 5 UQ 91 ZVl a r' UO.i3ubV xl CVIO.IW16F IfWYSlntlti, ln. woo NOV4114:lo:ln�ulo ra y5 ID:IV32yj4p7XX_ON8FKcOweByH?sG-NIV41MEPeeVSnG3YQ6 33v1VYDCrfuOWiJxeYsy y5w -1-4 0 2-8 0 3 8-0, 7-0 0 , 10-9-0 a 1-9 Q 15 11 8 20 2-0 , 27-2-0 , 1�r 2� O 1-0-0 3 4-0 3 9-0 1 0 0 4-2-0 4-2-8 7 0 0 i Dead Load Defi. = 5/161n Sx8 MT2OHS 11 54 = 3x8 = 4x5 = 5 18 19 6 20 7 21 8 6.00 12 3x6 4)9 : 4 V110d 3vMO 1x4 II •2 15 14N2223 9 j 7x10 MT20HS� 6x6 _ Y4 25 16 STP— 5x5 �12.00 12 12 10x10 MT20HS- 11 10 3x6 = 13x6 = 5x12 MT20HS- 1x4 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in poc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) OAS 13 >716 240 MT20 244/190 TCDL 10.01 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.59 13 >543 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.29 9 n/a n/a BCDL 10.0 -Code FBC2017/rP12014 Matrix-S Weight 148lb FT=4% LUMBER- I BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-3-4 oc purlins. BOT CHORD 2x4 SP M 31 `Except' BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. 61: 2x4 SP No.2, B3,B4: 2x6 SP M 26 WEBS 1 Row at midpt 6-12 WEBS 2x4 SP No.3 *Except* W2: 2x4 SP M 31, W7: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. I (size) 9=0-4-0 (min. 0-1-11), 2=0-8-0 (min. 0-2-11) Max Horz2=89(LC 32) Max Uplift9=1041(LC 9), 2=1096(LC 8) Max Grav9=2066(LC 1), 2=2253(LC 1) FORCES. (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3931/1919, 34=8578/4291, 4-5=5746/2956, 5-18=-6053/3143, 18-19=-6053/3143, 6-19=6052/3143, 6-20=-4574/2405, 7-20=-4574/2405, 7-21=3566/1941, 8-21=356711941, 8-9=-4050/2096 BOT CHORD 2-16=1653/3302,15-16=1926/3862,14-15=3675r/328,14-22=2667/5224, 22-23=2667/5224,13-23=2667/5224,12-13=3070/5966, 12-24=2268/4408, 11-24=2268/4408, 11-25=2268/4408, 10-25=2268/4408, 9-10=178713516 WEBS 3-16=-2569/1314, 3-15=2405/4794. 4-15=889/1857, 4-14=2260/1156, 5-14=-616/1440, 5-13=580/1055, 6-13=1754/3515, 6-12=3836/2093, 7-11=0/308, 7-1 0=1 198/612, 8-10=506H260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=14ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are' MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. a 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (It --lb) 9=1041, 2=1096. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 252 lb up at 7-0-0, - 159 lb down and 161 lb up at 9-0-12, 159 lb down and 161 lb up at 10-1-4,126 lb down and'178 lb up at 12-1-4,126 Ib down and 178 lb up at 14-14,'126 lb down and 178 lb up at 16-14, and 126 lb down and 178 lb up at 18-14, and 228 lb down and 357 lb up at 20-2-0 N top chord, and 465 lb down and 237 lb up at 7-0-0, 25lb down at 9-0-12, 25 lb down at 10-1-4, 92 Ib.down at 11-10-12, 92 lb dog \P(�%t. 14-1-4, 92 lb down at 16-1-4, and 92 lb down at 18-1-4, and 325 lb down and 201 lb up at 20-1-4 on bottom chord. The desig, of such connection device(s) is the responsibility of others. \ f `\CENS 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard / PE % 051 Continued on page A 1. /// sio� • ��/��I� Il l Job I Truss Truss TYPO Qty Fly Crystat CRYSTAL A14 Hip Girder 1 1 Job Reference (optional) aumnem � rvos . r� nmm, ram., ovate � ID:IV32yj4p7XX_ONi9ZK'ei ?5M 4iMiPe UNdiYQ6_33v1VY6&rf W3;WWy9ySw I LOAD CASE(S) Standard 1) bead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Verti.1-5=-60, 5-8=-60, 8-9=-60, 2-16=20,15-16=20, 13-15=20, 12-13=20, 9-12=20 Concentrated Loads (Ib) Ver�, 5=104(F) 8=-181(F) 12=-46(F) 14=-465(F) 6=126(F)11=46(F)10=307(F) 7=126(F)18=159(F)19=159(F) 20=126fl 21=-126(F) 22=13(F) 23=13(17) 24--�6(F) 25= 46(F) VxGENS Jk� ':XOR)pP. 70NAL • ��I11II111�� t: , 0 r' +' Southern Truss Companies, Inc. Thus: MG :. 590 N. kin I Ii wa 2' y Pro,�cct lam: y�d C41 SOUTHERN Tsu»Aaipw. dk ;�„m NtS0hThm wijsS.. Fat Pierce, D 34951 Date: 6'14M)S llAk44AM CQMPArWm (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax paae: 1 Oft 117.7.1 [Bmld2l 16m ve si= 1565 a Pitch Qy OHL 011R CANM CANER PC1FS Spacing wariPLY 0 6112 1 140 1440 000 040 1 Lin 129ft 1 29-10-0 1-40 T 7-0-0 4-d-11 4-4-11 44-11 7-0-0 7-0-0 I i 11.4-11 1s-9-s 20-2-0 27-2-0 6x5- 30- 5x8HS18- tx4) 5x5- 0 Q J7 Q 97 Q CJ7 J7 0-" i 7.0-0 ) 44-11 i 44-it. i 4�-11 7-0-0 7.0-0 11-4-11 1535 20.2-0 27-2-0 Loading General CSI Summary Deflection L/ (lot) Allowed l.md 00 FW20171 TC: 064(34) Vnpl ami. L/5i1 (89) L1180 TCLL: 20 + TAl-2014 BC:+ 060tS1o) VAM, 021n L1999 (84) L/140 TCDL: 10 R Pmb, aa: 16i va: 088(311) HfapC o19n 6 BOLL: 0 DOL: 125% C�raax,-2o .ni 1 a ---Y e7 m _ _4aom 6 11RdM% 1 8. Cm Masmy 3DD-u 2530M - .1,^16hs MateriallSummary Bracing Summary TC SPM31DMbA TCBrzmg 9.WmRdmalbl0A%%da;gabyCbn 13C sp�(M�Sm1 )k73c4 SMalig 3eWwFWba13341R9.&-sppty0b- Eapd 7410 D— =51. 7bpCbd 7012 DM 116hs 24n 11dmd 7012 Dm 191s 24n - TapC d 9412 Dw.n 1161s 24n Bac d 9412 Dmn 19bs 24n 7hpChd 11012 DD 116bs mn Bachd 11012 D— 19N 24h 7apa.d 13412 DM114 21n Bam6 13012 D— 191s 24b Tapml 14-14 Db- 116E. 24n &[pd 14.14 Dm 196s tin TapCbd 16-14 man 1161e 24n BaChd 1614 13nm 191. 24b Taped M4 no_ 1166a 24n BaChd M44 D— 191s 24n TaPCbd ..4 DAD 1108 24n mad 20-14 Dban 19N 24n Taped 2420 Dnw 43hs Baud 2D,20 D— 2251s ohs �\�x`\AN, IV it -131 /�J��i -0 It1�/(jy S7 0 -4 ORtD : a40 fiFss'otV� �Iflllfll� w ko Ov gg �o M r� N v CJ p� OC en f`1 O O Z ,�W W N Q� l <�< /!V CO I o CC) a Job Truss Truss Type y CRYSTAL 61 ROOFTRUSS 5 1 icro'o I Job Reference (optional) MSS. FL FWCe, FL, 34851 RUM 4x4 = 2x4 = 6.00 12 4 1x4 II �' 1x4 II 2 c't 1 I e < < 12 11 STP_ 1x4 11 3x8 MT20HS= 3.4 = 2x4 = 6 15 U4 11 7 Dead Load Deb. = 5/16 in 10 1. f U4 11 NOP2X STP� 3x4 = , -1- "1 , 5-1-12 i 13-6 4 i 18-" 1-4-,0 5-1-12 8-4-8 5-1-12 91x4 II 11 Plate Offsets (X,11)— 11:D-2-2,0-0411, [9:0-2-2,o-D-6],111:0-3-15,0-1-71 LOADING(psf)! SPACING- 2-M CSI. DEFL. in poc) I/deff Ud PLATES GRIP TCLL 20.0' Plate Grip DOL 125 TC 0.92 Vert(LL) -0.20 10-12 >999 240 MT20 2441190 TCDL 10.01 Lumber DOL 1.25 BC OA3 Vert(CT) -0.4610-12 >465 180 MT20HS 1871143 BCLL 0.01 Rep Stress Incr NO WB 0.17 Horz(CT) 0.02 8 n1a n/a BCDL 10.01 Code FBC2017/TPI2014 Matrix-S Weight 84 lb FT = 4% LUMBER- I BRACING. TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP'No.3 JOINTS 1 Brace at Jt(s): 13 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8=0 (min. 0-1-8), 8=0-8-0 (min. 0-1-8) Max Horz2=105(LC 6) Max Uplifl2=212(LC 8), 8=212(LC 9) Max Grav2=904(LC 1), 8=904(LC 1) FORCES. pb) i Max. Comp.IMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD : 2-3=1334/180, 3-4=1077/233, 6-7=1077/232, 7-8=1334/180 BOT CHORD ' 2-12=98/1082, 11-12=98/1082,10-11=98/1082, 8-10=98/1082 WEBS 7-10=0/417, 3-12=01417, 4-13=1245/170, 6-13=1245/170 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.Opsf, h=14ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are; MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=212, 8=212. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-5=-60, 5-9=-60, 2-12=20, 10-12=40, 8-10=20 \\\,\1N1M1 a/ // VXGENs��""`r��� i b' PE ?59 A . F'0R1.D P ss�oN� ... . ��1llfllll��� ( � Job russ TrUSS Type Crystal CRYSTAL B2 ROOFTRUSS 1 1 Job Reference (optional-) ID:IV32yi4p7XX ON8FKcOwe8yH7SG-rx3SVhF1PydJPOei�iVIb6Zd2deH0VrgxzhB41 y5v 51-12 708 7F11 8�0 r 114u 11-7�8 1364. 5-1-12 1-10 12 0 3-3 2 0 5 2,0 5 0 3 3 1-10 12 5 1-12 4x4 = Dead Load Deft. = 5/161n 4 2x4 = 2x4 = 6.00 F12 5 3 1x4 II 1x4 II 2 1x4 II 6 At Af 7 1 82 AgJ e s 10 9 8 e tr 3x4 = 1x4 II 3x8 MT20HS= 7x4 II NOP2X STP= NOM STP= 3x4 = 5-1-12 13-6-4 1841-0 5-1-12 8-4-8 5-1-12 Plate Offsets MY)— 11.0-1-4 0-0-21[9:04-0 Edoe] LOADING(psf)� SPACING- 2-0-0 CSI. DEFL. in (ioc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.98 Vert(LL) -0.21 8 >999 240 MT20 244/190 TCDL 10.01 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.48 B-10 >446 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight 75 Ib FT = 4% LUMBER- I BRACING - TOP -CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-14 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):11 REACTIONS. � (size) 1=0-8-0 (min. 0-1-8), 7=0-8-0 (min. 0-1-8) Max Harz 1=93(LC 5) Max Upliftl-962(LC 8), 7-162(LC 9) Max Gravl=804(LC 1).7=804(LC 1) FORCES. (Ib) : Max. Comp./Max. Ten. - All forces 250 (1b) or less except when shown. TOP CHORD 1-2=1362/193, 2-3=1106/244, 5.6=1106/244, 6-7=1362/193 BOT CHORD 1-10=124/1111, 9-10=124/1111, 8-9=124/l111, 7-8=124/1111 WEBS 6-8=0/414, 2-10=01414, 3-11=12951193, 5-11=1295/193 NOTES- 1) Unbalanced toof live loads have been considered for this design. 2) Wind: ASCE17-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=14ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)1=162, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert,1-4=-60, 4-7=-60, 1-10=20, 8-10=40, 7-8=20 \\\\\�`1�1 i lI // / I� PE 76051 A 0.c� � l -a N F�i•C ARID ///.;ZONAL�ENG \��\ I o russ Truss Type Y Crystal CRYSTAL B3 ROOF TRUSS 1 1 Job Reference o 'onal . n,. I..w..c A. Inn 1/./a.l Alms 74 IA-Ir-71 'IMA on— 1 ...... I rs..-...... - ID:IV32yj4p7XX_ONSFKcOwe8yH7s dgil f 0 zc y p y u 1 I4-0 , 5-1-12 , 7-0 8 7-;i a i 9 4 0 11-4-5 11 7 8 13-6�4. 1 i s-84 1-" 5-1-12 1-10 12 A 3 2 0 5 2-0 5 0 33 1-10 12 51-12 2x4 = 6.00 MY 4 1x4 II 3 1x4 II 2 1 r r12 STP= 1x4 II 3x4 = 4x4 = 5 2x4 = 6 1 1x4 II 7 Dead Load Deft = 5116 in 8 11 10 11 3x8 MT20HS= ix4 II NOP2X STP- 3x4 = 1x4 II a 9 tg LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Ooc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.20 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) .0.46 10-12 >465 180 MT20HS 1871143 BCLL 0.01 Rep Stress Incr NO WB 0.17 Horz(CT) 0.02 8 n/a n/a BCDL 10.01 Code FBC2017/TPI2014 Matrix-S Weight 83 lb FT = 4% LUMBER- BRACING - TOP CHORD 2xit SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc pudins. BOT CHORD 2z4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):13 OTHERS 2x4 SP No.3 REACTIONS. I (size) 2=0.8-0 (min. 0-1-8), 8=0-8-0 (min. 0-1-8) Max Horz2=105(LC 6) Max Upiift2=212(LC 8), 8=212(LC 9) Max Grav2=904(LC 1), 8=904(LC 1) FORCES. Ob) Max. Comp.Mlax. Ten. - All forces 250 Ob) or less except when shown. TOP CHORD 1 2-3=1334/180.3-4=1077/233, 6-7=1077/232, 7-8=1334/180 BOT CHORD 2-12=98/1082,11-12=98/1082, 10-11=-9811082, 8-10=9811082 WEBS 7-10=0/417, 3-12-0/417, 4-13=12451170, 6-13=1245/170 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 17-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=14f; Cat II; Exp C; End., GCp'r--0.18; MWFRS (envelope); LumberDOL=1.60 plate gripDOL=1.60 3) Al plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=212, 8=212. LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform toads (plf) Vert !1-5=-60, 5-9=-60, 2-12=-20, 10-12=40, 8-10=20 N E C s � i 76051 .t AL 8/1-1111110 Southern Truss Companies, Inc. Tom: B4G 2590 N. kin I vva PmjedN anh,: Crystal ObUTHERN � e Y TrimDsi-qxr: dhe eallp>!emso>IroonsTM TRUSS„ Fart Pierce, F1 34951 Date: 6140.0)81140:46AM Tnm CCMRAMIES (800) 232-0509 (772) 464-4160 (772) 31M016 Fax Pa-W: 1 of2 Wr6m 2017.7.1 [BuM 2] ftialDatabmc-.ers-m 15Cd Spaa Pitch Qry OHL OH PI CANrL CANrR PIM Spacing VIAMIY 185-0 6112 1 140 140 000 000 1 12 in 7911n 214-0 1 1.4-0 7-0-0 1_ 4.&0 1 74)-0 14-0 7-M 11-" 18-5-0 L-d TQ1.: TCDL: inI: 6)5/ 4x8HS18- .,nr- .,w,- ...—I o �� o 0-" 7-0-0 i 4.8-0 7-" i 7-0-0 11-8-0 18.8.0 General Cal Sugary Deflection Ll (loc) Allowed 40) B88Cak: 1BC2017/ TC: 054(2-3j vnCR 027n LM9 (56) L/I80 20 1 TPI 1.2014 BC:, 094(5.7) 1 tall: 0D9n Lh399 (56) LrM ' 10 pvpM hu . m vAb: 032(2-7) Fba4C (Lllb 4 0 DOL: i. G4yFam5X-20 ReactionSunm ary Ir Tsss lkl a b B.%NM abl Ra1B�c M M.Rm M.G., QM M-WAwa Maxlba Maxltrc 1 45oM5b 1 Ma8n Cm M—y 300n I]ffibs $186s 4MM 206s 4 HRoiM4 I 8b C—&Maury Mh ],Mbs - 4WIn am% Obs Materiall&, mary Bracing Summary TC SM31411520 TCBadigj 9elsdaAai�azil6QAcisdsi8nby01�bs BC T'ALgO6-2D13)N2-N4 DCBuig 9c WWAA-t3H34LPU ildj�.byQffis RHa W(AI-4362DI2)N3a4 Loads Summary 160m�diwkE4'oarre(',AryEdadfetrhFTR�6�4'�f B(I�IDO).Qaatffi� ImdCem Irl: SIdIRe Imd Pbintl0ads Mmhr I Iaofm Md. L d ME ILVChd 7-" Dmn 43bs Bat(bd 7410 Dann 22565 TBPCbi 70-12 D— 116Is 24b BaChd 7412 hus 19bs 24b Tip(bd 90.12 Dsnn 1161X 24b BaChd 90-12 horn 19bs 24ir T6pod 9 -4 D— 1161s 24ir BaCnd 9.7-4 Dxn 19bs 24n 7apChd 11-7-4 Dorm 116bs 24n BaCrd 11-74 Dann 19bs 24n Thpc d 11410 Mm 43ffi Batbd I1.80 Dsab 2211s Load( Dl:Stdl)aadLoad f FbintLoads Mmbe Iaaim Iioion Iasd . Trb` 7dpad 7" D— 2bs Bachd 7" D» 2%bs TapChd 7412 D— 68bs 24n Dacbd 7412 Dam 701n 24n Tspmd 90-12 D— 68bs 24n BaC d 9412 Dmn 706s 24u TaPC7d 4Um74 D 68N 24n BaCId 9-7.4 Db 701s 24i, 7LpCld 11 -7-4 D— 68M 24' BaCm 11.74 Drab 70bs 24is IbPoa 11-80 D— 30bs PE 76051 i Ll! -13 x STE O�, Y,4OR1DMAL i. 11111111\\\ k Southern M-uss Companies, Inc. so 2590 N. king HighwayI PTHEAN' 'Muse Fort hercc, B 34951 canponTMIS OWANI.E6 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax V,Am- 2017.7.1 [Build 2] NWcrWDatabasc-.wsiar 1565 1 Span Pitch QY OHL OHR CANrL CANrR 40 6/12 1 140 140 000 04" 1 Member, Forces Sunumtry TC Is -,I OM Ist. 12-3 030 .aft 1 149 4.040 tam 1 1.2 n47a N 34 0.419 -367I b, DC 14-5 aw 3.214 ft f_ZM&II 5.7 Q90 3243ft 1 Va. 12.7 032A 93b, (-'S-'b,)13-7 Offis 891s Truss-toltnas Connections Sunmimy U) I CmWT— C-YiAT— embaEd 'W: E40 7-H 45ft', MG 9&11 9D4 J7 -9-14; • T r9 17 B46 11-74 904, .07! fi-84'. :05ft . Metz I Truss: B4G Pjoj-N-- Cjy,-1 TnkND—Ni.%r.r. df-c Date- 6/14018 11.40:46.AM Page: 2of2 Pins Spacing wGr/pLy I 12in 79 ft Southern Truss Companies, Inc. Truss: Cl SDl3`f and 2590 N. king; N�tvay YWI A1m� c5rc t c�l»�o„„tsalmo„S*�, "TRUSS Fat Pierce, F134951 date: 14MI8 u:a0:47AM T,1pS COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 o' 1 V 6=2017.7.1(B ld-11 MaterW Da6lae %miar 1565 Span Pitch Qry OHL OHR CANCL CANrR PIM S pacing WGrlPLY 6a 0 6112 1 000 000 tl4 0 040 1 24 in 271hs 1-7-0 3-2-0 1 F 3-2-0 6-4-0 ' 12 6F— 12 --16 4A- NT 1.( 1 O I 1 7 1.5x31 M 0-0-0 0-" 0�0 2-10-0 2-10-0 04.0 3-2-0 1 6-" 16d-0 i :70 Loading General (NI Summary Deflection Ll (loc) Allowed Imd (P1) BW,Cad:: 1C20171 TC: 042(3-q 161Qt: 0-1u LM 6 LASO TC(L: 20 + TA 1.2114 BC:l 054(56) 1hl]Jt 0D9i4 Lr/ll 6 L7240 TGOL: 10 RfpMhrbm ' vs Nib: OD6(4-5) Cut/cHM. 001 ntr =1552 5 M1120 BCLL: 0 ml - W . 0AICULL.: 0ol Up ^1./999 3 ZLA20 13m.: 10 Fiora4C oe 5 14eOfl'rs0eti-YM¢T. (U-123-M r1W31539) (3"3.15n) I (41-123190J (5s-123, .) (61-12MI al-113,M) Reamma ction Sury R Rm BmCambo BmVft Ms1ml Rad&reUM M-Ped M.G.,LKO MaNidUfi M.UV* M-M1 & 7 Fo(N40 ; 1 35u G.merMamy 3DO3 2%lz - i16Ls -961s 2Shs 5 HRCJMN , 35u C—mm—v 3D0a 2631a -96hs -961s US Material ISunulrary Bracing Summary TC Tmacig q-*Mmlldm9&3-%F.&de}y]y06as BC SP(SP(kS06)'.013)O-M BC BC�d i �bslaAldnsa1100QAtinda�by0lns SP(ALGY1D12)93^J4 Loads Summary nTms.ustrasbm,dspd Ca6edieaAwlOPsibonm dtadivemd(dadadm� 2)TL'annshubmidopsdtaAMC�orw"adl�dsnr�,r,...�r,.ocl-lOcbhfdxig ad�aiRt160agbu�ikF�t�',>111i'�1Cet#IRHd(caG��II(1=11101,��8 Lins2717Ds4833(th=14RNIFndZ—Tn-,I,I*cad-tbo.7a Da,ll0,GC7—Wd%3D 31Miion®�nyi rlod�gua�tmav�IF1CTa(4:1607J Iasonhmi�* Member Forces Summary ��6M�wm�rsms�,D.Q(.r�rae�„�1raw TCBC HA 07 04107h0..4. 496 6b3 h1 9Oh 25U vat 1-7I Q0M 201 bs 0611 36 0050 157bs (.87hsj 2-61 0010 -33hs 4-5 OD64 2016s (-161N motes 5 1.Sx31 EMM Southern Truss Compairies, Inc. Thm: C2G SOUTHERN 2590 N. lijn I3i wa &S +di Y P4rga:tT,%nc: TnesD!igmr: crystal c2x tSouionsTm 7R1i5 3 Fat Pierce, F134951 Date: 6R4rAI8 11:40:48AM I Trims COMPANIES (800) 232-0509 (772) 4644160 (772) 31 "016 Fax Page: I o'2 Vmbiac201ZZI[ ild2] MaterWDala6nsevemim 1565 S1mn Pitch Qly OHL OHR CANM CANIR PUPS Spacing WGUPLY 6-0-0 6/12 1 OOU 08(1 w 0-0-0 1 12in 2911n I s-4-o 1 t B-0 I 3-" I 1-8-0 $-0 1z 1 4-".4-0 6 4-12 i sF— —ls e 1.541 4 4x5 HS 18 - US HS 18 - C p 3 = CJ3 3 0.4.0 FO-4-0I 1.4-0 I 3." 1�8-0 4.M Loading General CST Stimm>tary Deflection IJ (loc) Allowed FBC2017/ TC: 060(34) wat 026it L1232 (67) L/180 TQL: 20 + TH1-1014 BC:t 033(67) AbdLl 01it L1640 (6-7) Lr4O 7M.: 10 1LpMlxbm : W Nib: 003(45) C DUCH7L• 0mbtr 2L/405 5 2LIIW Ba2.: 0 DOL: 125% Cast/aa2:. 00)btr 2LtMO9 5 2L/IM Reaction'Summary _ll' Tlm 1 ftc—Ao EivMiih Maeul BadBxxVAh M-Pcd M.C..ILW M.WdLtm S F4s(WIM ! 1 35b C---M—. 300b 410h - 1101S 5 Hu(m) 1 35b G—*M.My Mai. 410M - -210M Material ISummary Bmdng Summary TC SP(eW9062013 MM txrgt TC&a6,. ShbbaltrP b t634l,Aaitdai(mly0ba b3 9IM BC SPM31N521A BCBraw ShvdslaAafism63QAdad6rby0las M. SP(AL906'.D12)N3's4 Loads Sumimry I)7Lisn hsshmid.pdra8eblo[eiLo dtudFs:ln A.&dW& 2)7h'snmhul�d�ulfaM$msdaud{z+�uaandurcuAASS/-IOw�fiefoVvig�xddmtipue 160>gisu}�sftE�eCAdyBvdxil,�SipBuiOmCaaLw.yB()'ID(t),O.aelBgg Dmt22170><48i1 fth=14 ft13itFalZaeTnetZS�mdudtm�faoL(JCL=7fO,CC2'aeWdh3fl 3)Mimum�al¢a'I icbod'Ana®d.>�ufslBCTa6t1607.IhuoetkmolgEl LmdCam Lrl: SWIM Land Point IM& M®be Im(m Haim Imd TibAiih -Wood 1-50 D_ 27E. Baal 1430 IIT. 2M TapChd 1$12 Jam44M 24b Bnmd 1-8-12 Dmn SM 24b Rpc d 3-2-0 DM 44M 24b Band 3-2-0 D— SM 24b 7tpChd 4-7.4 Tbva 44h 24b Baad 4.74 lama 56, 24b Topchd 4&0 D— 27M Botml 44W Ibtm 2h Inad( Dl:StdDeadlmd Iromt Loads Meabe Imfm Dhim I-d RE 7tpcbd I-" la u 151. Bawd 1-80 Dmo 3M TVCbd 1442 Aam 27h 24b Bood 1412 D_ 271. 246 Tapad 3-2-0 Dam 27is 24is IIMC d 3-2-0 D_ 27h 24b TaPad 4- - 13 a 271a 24b Imc d 4-7-4 D_ n 27h 24b TVCtd 4S0 Dan 15b, Baal 4" Dws 3M 31 -210hs Ole , NOENgF.�� � �fLi,,076051 1 i 'Q STPo j? `c<OR1D . s'o/� Southern Truss Com am Inc. P � �� SOUTH&M 2590N. kingsl-igiNuay ,y,(„�Ta. TRUSS Fat Pierce, F] 34951 Thns COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax ?0177.I I"-,1 MarerrelDktah�cvasnti 1565 Span Pitch Qy OH L OHR CANCL 64-0 6,92 1 000 000 04-0 Member Forces Summary M-A.[Do -M-16lrac( .r..raadMd=—.Wr,..0 TC 11.2 05" 114hc (-91 W 2-3 0775 33h: (-3h, }4 03% 1141. BC5b 0111 Oh; 6.7 0332 17M 1-8hs) 79 Ml -7h+ Va. 1-8 OM 251 h; (-Mbq 'Y7 3.7 O.OM 7!s (-76a 4-5 GM 252b, 0015 237he (.114hs) 36 OD75 Z%6 (-1141s) Truss-tc buss Connections Summary Ili C-WT— C Yi¢Tn Ca viwCff.9 4mk TTIO Cli M I." 45dg rnl 33 � , '.`;c2av 1-au •. 90dg:• Trll D OG 3-2-0 9Oag. :Cm 4-7.4 90dg, TT10 CD C30 440 135dg NOtCS Truss: C2G Pr*dNa=: Crysbl ThnDog= mle Date: 6n4Wl8 11-40:48AM Pam: 2 of 2 CANER PLIES Spacing WGG'PLY 040 1 12in 291tts \���`�A� EMs JI�PE 76051 r i -0 N ST 0 Southern TI uss Compat ies, Inc. SOUTHERN 2590 N kings f ig�way CompolrJltSohniasTM wins Fort Pierce, F1 34951 Truss CQMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax sae 2017.7.1 [&nld2] edm DBta mrsim 1565 Span Pikh Qry OHL OHP CANCL CANrR PLIM 4-1 fi 4243 /12 2 140-10 000 040 040 1 s-0-o 1-1a10 4-1-6 f I 41-6 i J1 C2G J1 Truss: 03 ice: CF.NsIw TnmDeai,—. dhe Date: &14MIS 114Q4SAM Pane: 1 o-2 aa0 aao i 24s0 1-7-6 2.6-0 4.1-.8 1 LOadltg General CSI Su amary Deflection IJ (loc) Allowed (}W) BldSGA- FBC2017/ TC: 028(6.1) \blOh dote L1799 (4.1) LIIBO TC L: 20 + TPII-21114 BC: � OI6(4-1) vnu_ OhIP L1999 (4-1) Lf310 TCO.: 10 R4pMhrin c - M Rub: 000(1) H..0 t Oh 2 BC L: 0 DOL: W. Crapramr,Ra�2D BQ2.: 10 FbeOff.WhaA'YAmk (IA-S2-3A1 ReacttoII Summary 3r Tvpe HeCtmbo BmVMh M.VIW Rdli¢NHh M.R:d M.C—tw Ma2WodLw M.LVA M.HYh 1 I Pn(RhtlI I 11313k Cm Mas y 300h L-1'7hs - -491. -49k 10018 4 HRol(%%4 1 4938n Cav&M-.y 3DOk 158h, - -IbB •Ibs Obs 3 HRd(I'nffi) 1 ISh - 3D0h 9b, - •19ts -191n Ohs 2 NRolCr= lSummary 3D0h SShs -30h -301S Obs Material Bracing Surmilm TC S'P(AL9Hf-2D13)*=.,I TCBmmg %.Wd }Lisaz630.Wfod pbyObm BC SP(A-q0I_"a)#-,b4 BCR ft ffiold.P.Fa at6.3{SRdndmO bV0b s Loads Sul ary 1)7h.c fimbmidagdfach.MM&mlOpdboamd�sdk lndplSdadbe& 2)1LetuslmbendmgdfuhediesdvadYsdshamd+am�7-]Oubhefnboi�u$dfnefupe 160apbStimRF•*�mC.Ril'Fidiml,6�Hi1iCe�'DO�iDD).Qea»18 r1sa27J7R:4837fth=]4Rla-eF s� Tiu�l�Flcmdaebmo91mdU0<P]NI,OCTmeWit63d 3)Miionmsveg EIvSnRhamdv¢xfslBCfahblfA7J hazmhmaplied LcadC= Irl: Std Uw Imd Paint loads i Mmihn• I 1®in beam TspQd 16.1 Ifi 131Qd Ibl l¢ Tipad 14t L¢ BO[Cld 141 lip Load Case DI: SODead Load POlnt I.Oed4 M-IbT Imim L71mm 1tpC d 141 Db-- IbC d I-6.1 13mn TcpChd 141 lban BaOd 1$1 D— Member Forces Summary TC_ Ism , 0218 19hs DC 3-1 0110 Obs Ihm,to-truss Connections Summary ID I CvmlTn CawgigTn TT12 n 03 TT12 it TT 10 CD C20 'TT10- CD Cli:.. . 13bs 3hs 13M l� Ira 16s Tadrid;atsMertcl4maxC3,muamiha:(mam,ngfa¢YSReeefiunrtezamlfwnj Spacing WGI/PLY 12m Isfln `N . �GENS'�,� PE 76051 1 -'O� %% Q,1 STA O i 1 4 ORID" G����� Southern Truss Companies, Inc. Tmss: 03 SOUTHEgN 2590N kin Highway Prone:CYysW TnmDcipxx dbe CanPaizrt saLroanTM 7itt1,5S . Fat Pierce, F134951 bare: a1 MIS a:40:49AM Thm COMF!ANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax paw: 2o'2 Versm:1017.7.1 [Btnla2] MaterialDat"c%asi= 159 Span Pitch Qry OHL OHR CANPL CANrR PLIES SA-*61 VJGDPLY 4-17 4243 /12 2 1-10.10 000 000 0" 1 12 m 15 ft Notex X����\Q,�l ivll _lIBLFq�ii i i \IN LPE 76051 1 � 1 ST O �i 0C�A-� ORID N !lllVl� 4 ftk.P10jo" Southern Truss Companies, Inc. Thm: 05 sautkEi#N 2590 N. kin Fli wa °� y �' �1 Tmss <•ag= dhc ca„>pol "TRUSS, Fort Pierce, F134951 Date: d14/2018 11:40:49AM COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax use: I ot'2 W a �O17.7.1(Bw-Id21 MatcrWDatahm),elsiaD IMS Span Pitch Qe GI t� OHL OHR CANPL CANTR PLIES Spacing WGI'/PLY 5 4243 /12 2 1-10.10 000 000 00() I 12 m 26 Ors F 8-945 1-10-10 k 5-2-8 I 1-&14 5-2-86.11-5 1 1, 04) 0 0-" i s 6-NS 611-5 ' Loading General CM Summmy Deflection V (loc) Allowed Laid (ps() Bugcbk )BC20171 TC: 0.46(1.2) vtM 0.18n L/417 (4-1) L/I80 TCLL: 31 THI-2014 BC: , 067(41) ValL• ODIn Lim 1 (441) LrM TCEL: 10 4?.fbrhm . M V7b: 0.10(2� H-at: Oh 4 BC L: 0 DQL: 1:516 UapF$a ,w-20 wuQas.y' a BIw(rs�) 1 ]sn - 3DOn - -190ID 466hs _1961ss a%hs 3 .(r.) 1 ISn - 3DOn 42hs -Sobs 4416i -881s Material Summary Bracing Snt nxuy TC SP A-vC&2013)n2r4 TCBradg Sbmhda%b-6M jb&dsjoby0b- BC Sp(M-,M2013)R134 BCB dv 9sesfnlaAxrnsm&1048ri1da�ly0ha LVls SP(ALS105212)OW Loads Summary 1>7�.�n�,t®d�Ira�'�minrolaho.mal�dhrmd�mahaas 2)7h'st�hnh®depelrahedf��aidMdsuar,>rdvsmstbAS�7.l0u�isefotr+igu�addrdiopi 160mphutimatE�poaeC,F4,6T,yEa�CabldipBuNcrgQgvyi1l1�1DO),Oiaa1ID1A "'b O1DM-160,CCZa Wdh3fl 11h=14873fFnd2aleTIV.I ;2111Dx 3).MiinoauaagmClnlosuamdso2u$IBChbk1607.1 hvMbmsappFd Z LaadC solit:StdLheIoad PomtLoads Mmar L—fm Dif. 1md Trb%yAb Ohs Ohs B.Kbd I4l L¢ 13hs mpmd Ill LIP 3E. Bachd TQPChd4 BaOd Bd(M ill 0 44-0 LIP Doml Thssn �� Sbs hpQd Batlsa 4 4" 4o D prowo 4/hs Slx `v M.13L LmdCaw :StdD=dLmd \\\;��` \ �7. \y� GENS�( Paint Loads I Mmba TspCw L.os:sim Dimho t.md TbLVdh PE 76051 = ILt Ill Dam 1Lun to Ihs 1 �. Bated 141 D— lh; 1 T.pC6d 4-4-0rnm -0 D 27h; _ l I Botchd lbpa d wC d 4-"n_ ".0 4-" D— Dwn 271. 271. 27hs ^d ST E O ` O" Member Fo Forces Summary Tahki �Mmtvlgmav(S mza�Ifp¢(mnmap.fa¢(d@evthunvnsaxNfao� 12 0458 4L3Fe 2-3 OAl2 � ` iD �� \\ � OR /� �S1S ���p_�� Bc 41 0664 438hs �119h0 -tiha -!.� VAS 24I 0188 SON (-A7hs) \\N llll���`.`�� �i'/9/01 �,, . �`A`\_\V\\\ N(li7�Ampyddis DIa9kTA�tmL'S3awg'rduoaa>Anna»fpatav,�nmla�mirgmp�iYsoli�'fu/enaimnSnlmris¢�vw.5ebemsvgeanl4e"ImpatunhdmmimdGm-aL"kib'NLcefaeddmadisfunaon Sel6efindMlbirec�om�aoa:T1rahyisMh'si�dxddrua'slnvdms nacuaodngiemn�t.appWbyte7ssevMamtf weadsdesymMnauary md¢nsplvm;offserdaveinaxfatibjfsebsolfng B(NnM. Bleakly Nmmdbrphls4alb� NantdadnslfxCnmin4mn.T.-f-n,mntlrcn�mmk.ri.oJ.FOI.'✓)R) .w.....J.k"...A'1.....,......L.A"...:1'JJ.w ...a�...a _.� .a ... . i� .e SnI1FIR.ii6a$I J 1 0 Southern Truss Companies, Inc. Truss: 07 $DUTHEI6 N 2590 N. kin 1Fi wa Y ThmDesigler. gystal &,c C� �T14 MUSS' Fart Pierce,1134951 Dare: 6943018 11:4050AM Tilt, COMPANIE$ (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax P39= l nf2 Wvm- 2017.7.1 [Bmld21 MaterWD ALibk,,4vcicm 1565 Span Pitch Qty OHL OHR CANIL CANIR PLIES Spacing wGT/PLY 9 4-43112 6 1-10-10 000 04M 0" 1 12 in 40 ft 1 11-7-14 1-10-10 E2-7 3f-13 1 6-2-7 9-94 0 1 T A7A0 7AG B4G,64G A7G I o-0-0 p.0.0 1 6-2-7 3.6-13 6-2-7 ading w G eneral cg &denary Deflection L/ (loc) Mowed Bl/gpdc. 1BC7D17/ TC: IDD(I.2) VAM n12i, LB44 (5.1) L/180 TCL: 20 7A1-2D14 BC:. oM(45) 16t13< Oman LM9 (54) L/7A0 T/DL: to RgMbilna . lb Wb: W(24) F—CI: oink 4 BOLL: 0 DOL: 125% CmVF—,F--:D I lb(Wdo 1 11313h C-04 �y 3Mo Ml/s .218b, 4 BRd(1'—) 1 1.5b - Mob 673b - -313bs Ro 3 tir—) I ISn - 31)oo 71ft - -716s Material lamnary Bracing Stimmary TC 9't'AL4Y WU)tRNA TC&-* 9mtcdrcl d.A4-114Y,&d®mbyObn BC 9'(AL9Jb2013)QN4 BC&aaog 9-fWa14rLsvWR&d b by04a was SNALMS-MI2ItGN4 Tcp(bd 1.61 14� 3bs BmChd Idl tip 136a 7spmd Ibl C4 3bs BacC:sd Ibl 1¢ 13bs TcpCtd 441D D7. 44bs Bachd 44-0 D— Sb Tcpcw 44o Dm 44N Damd 440 Den AS Topchd 7.135 Deno $DIM B*C d 7.1-15 DUw Obs Tcpc d 7-1-15 a— Hubs Bachd �. 7-1-15 DM 13b5 -315bs DIa -716s Ob P E 76051 r � r -,a \ ST 0 i �4 ORiDP'G���� El Ciao Southern Truss Compamies, Inc. Thiss- 07 SOUTHERN2 '390 1 N. kin ip )Ti,4iway PmjeaNanx: Thm Dmigrw. C*smt tic C"qwmi SohliolbTm tfidtt Fart Piero,- Fl 34951 Dam 6142018 IIABOAM 1 Tnm cdmohwmi�a (800) 232-0509 (772)46"160 (772)318-0016 Fax pas= 2of2 Vxsim 2017.7.1 Pj3d -1 MatmWDqiibmmm-6= IMS llkcb QLY OHL Om CANrL CANER PLIM SP-* WGFIPIY 4118/12 6 140-10 0" G" G" I 12in 401hs lmdCaseJ)I:StdDaadLaad ibint loads I Tuaian Die. L-d Trbvjm mpo'd D— lb - — SIChd Idl Db Ihs T.Pchd Idl DM wchd Idl M. Ift 'RpCbd 4.40 Dm 27b3 axqd 44-0 D" 27ffi 'RpCbd 444D Dam Via NOW 4d0 a— 27bs Tcpchd 7.145 D— 471. B.Chd 7-1-15 Dm 49b. 3bpCbd 7.1-15 Eb- 47b. BmChd11-11 D— 49 in MeMb,qrlForces S=mm7 IT4 33 -TT Tri tn � Tr6 C37 07 Notes 4CJ7 440 7-1-15 740 7-00 7-" 41ft I N Nq \GEIY gay 0 0 A, 4 ORAN N Southern `I mss Companies, Inc. Tnlss: DI 2590 N. kin 1ii via 9OUTHE N y Proj=Na mc: CVysW TnMD�;-ler Ale ITN 711USS' Fort Pierce,17134951 Date: 6114MI8 11:40-51AM Truhs , CQMPAINIES' (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Paste 10fl Vason: 2017.7.113m7d 2j Materia1M7 bac\usarr 150 Span Pitch Qly OHL OHR CANCL CANER PLIES Spacing WGDPLY 12410 6/12 1 000 000 Go 0" 1 24in 40ibb 124)-0 1 6-0-0 6-0-0 - r 6-0-0 I 1243-0 4s6) 2 12 12 6� �6 '7 n i My dj 14x5. US - 1 1 3 T 4 1x41 0-0-0 0-" I Loading General (Si snlndry Deflection 11 (10C) Allowed Imd 4-0 BB3C4dc 1BC2017/ TC: a75(2-3) vnMI alh LtM (41) L/190 TCI].: 2A a 7NI-2014 BC:' OA6(41) V.LI: Ora LNN (34) L/3a0 TCD1.: 10 ftwtnaua: v. VAb: QII(2.0 H=(R ODIo 3 BOL: 0 DOL: 0 CmyPemr Na=]D B�.• 10 PtieaHsa:(A¢a-YAacY (13-12-3A) aMA-a1Q) (3342.3A) (4003- .1 I Reaefion!Summary Sr 7we , EkAc-*o ftvub Msahl RodB Vbh M.Rm M.G.A iQ MatRiidlkK Maalb� Muttr¢ I Ro(NM i 1 35h CmmbMasmy 300n 6M - -3071s -307bs 4sia 3 N 1 35h C-MMavry 3mh 6031. - -3076; -307Ev obs Summary Bracing SUMMM ry MatFS.-P, TC IS06.2013)#2-N4 TCR d* SbedWaB.rmw59gPa6MgBb/Ohas BC LS05.20 3)01NA BC&.ig ShclidarAaisalBS-0,Prbdag�LyOhes vas SP(ATS05-2012)102x4 Loads Summary gTtsn�tut®c�radcdreEe�lo�xmavdfewdlanaodma� • 2)71et�hasbcmdn}yalfah.®'aE�'nnflndsnaaadaaa�A9eF/-IOaL6e(olxbAgieadfmtiopc 160oihutiiutFxprtveC,Psis►FadndfioSU4ipBdfigCa�vy6lT=IDO),O.enlBliO -. 3Ym27]7fbc48 3qh-14ftNIB d7m Tnmld wd-&—ikd (I-IM.00Zm Wdh3fi 3)Mu®aoaag-m hmmd—i UKLbh1607.1hnwbmaW Member Forces Summmry Tate��M�wma=cs �na.blc gf�ar�idaa�6��a�htr�1 TC I1-2 Q751 -Rm>x 2-1 a7.11 -lane BC 34 0.464 6411. (-396hc 41 n 697b - 0w vas 124I 0.112 276M (16ra) 1\%fCS: 1 1)TL'¢d�e6amimA9CE7-I(Iesrdammibph277RritaH�Cade Z)1MCRmdBaCBuMewimle�dhm�d 8ctrvehidPle6raaDaavpmmlofddkimAxbdmdlv4 ¢IL•I'Qfa-1,1RQIIaom /�T9/fAL I !////// 3)1-20 \\\�`1tl /piuiymvdfamtCq=11phssb®apiialb6ephthlsa6cmomde��aahsssyiaidbyheinmT6andaanapcATH/iH 1-�R'Seim2A2 \ ❑� 4)Letdand,Pdflrm6omnamdmMalftsOdyhadag \�\ � Ni..B[ �/� 5)1'htsh©h1a17C1ihhmkw—f pmrpfi wmempdca�vueamteme6da� myohadsaa�fioaejiR _ �� PE 76051 r r� 1 1 r Y, 4O�RStpA'.'���� !!!il Illy NOMEAapyofdfade�a9nlbc(unidn]bheaadmmmnmcIhd�ofb'sii3viinlbwSshmlmd maifhaadre}aum�a�pWlyirTmaMamhamanl �onheaanaa md�myis�o{lrnfmro►n�fah he �' ` Brian9dFM 17s�ecA�mlb'satin:ghdo�as�umoa'pof®,tags.egg �adaAuNb/�9aiuStag`Ti4Ru�:lrchaoal muifni.+u:m�pm6li dwa.sa,+cm�v�ir�ndin^Jo�pn,awm,chvAGnanlws" uenE�FSR-276'-..U�rp6esa¢3)gy6em�icpa$dphtsQesfdnudlpa =1>i WidiiSnannl8 m�aafuunl:dm�minMav mrpLadolFe i^ugp6tur5x18;cdi�nfimisnhs6bm�18piee�n 676031BkaMy SunFigi76QS1 iS903:' RRr¢Fl3TI5 Southern Truss Companies, Inc. Truss: D2 _ 96UTHERN 2590 N. kinl, IFig#iway Prq-tName: Qy3 Tm;sDasiqv.r mlc �„�,�,�� ,.. 7RU5S Fat Pierce,F134951 Daft:: &l4h01811-4o-s1AM I •)hm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax 1 Of l Vi34m 2017..7.1 [BWW 21 Malcriall)aad wvcrsar 1565 i SpQn Pitch Qry OIL[, OHR CANPL 12 0 GANTR PILES Spacing WURPLY 6 /12 1 140 1-" 000 040 1 24 in 441hv 14-6-0 I f 14 1 6-" 6-QO 1.4-0 6-0'0 12-0.0 4x61 2 12 6F— 12 �6 �M Sx4 1 Sx4 _ .1 3 4 tx41 6 0-0-0 0-0-0 sv-0 6-0-0 6-0-0 12-" Leading General CR Su®ary Mection L/ (loc) Allowed f7O B63Codc: IBC20171 TC: OM(2-3) V."M Qlu LIM TC L: M TR 1.2014 BC: , 045(4-1) VhLLI amil LM9 TCQ.: 10 BepMkh 'xmx: V. V4b: (41) L1180 (34) LrAO ' all M- BWQL- OOtb BCIL:" 0 DOL: 125 % Ch*F u,V-10 3 BCOL: 10 .B�e�oROaeRV:4mk (11141-119) QRQ449Q) (33.1.41A) (4AQ3$9Q) Iteaction!!$nnYClaTy I[ 7u Bmfmh. BmyAjh Menni RaditNu% M-PB M.(}a•Lhta M 1161 I Ib@3B I 35n C—M.—y 300n 610W 3M Maxw M.H it --3 3 HRd(Nhi1 1 35n fmtMMaary 3000 670ha - -392W MateriallSummary Bracing Summary -M392ft Ola 1. TC Wk,9062013)MW TCBn9imhelaA�matS1044Aeitd�hy06as BC SP(AL9OS2WU)CW BCBramg 3i2hdMPaflSatIO4A%bdmVbyOh- V0W SP(A M5-21112)(02c4 Loads Summary 1)Th'stusLash®dgmf[ hed<�8m1f11x(LorumdmlFetud¢sdmdlad: 2)Ttr'st�hast��nlfah8'eada6dly&un�A9�7-IOnbhfab+iBucd�q�a 160m1huhuabEapmrR'+P+'Fadad,CnhMlp,HdCa�yBIT=10%.OaalBi>a Bfms2727Ri41t131(h=14tlNYFadZmeTnsss,N�amdo�m�ieniBQ.mllA,pC7meWdh3R • 3)M'�mta�agsrl�uemcdanxufilBC'G4k1607] la m16®a�SA Member Form Summary TaLki.ra�MmhcB�mmCStmuaotra.g0m�raxrdaemfamma:ssufrac� 7C 1-2 OA% -Mi. 134 36b � I I I 452 0x —29— BC s1 _et_ _ Val 24I QI10 272W Notes I • 1)'ILbd�"shuAmA9CE}IOavdamudbyheM7Rriia9dfng(bde ` / (11///// 2)15tQtaodn�Q2arN�evaCalmdhu"vnelddL�doebHebodpW6ea�tmo¢nmldd:0rimiiWdadlvddssRO IL+(Ra-1)sI1�ILiaamxdwaaiiAA9/LA 1. 3)A9.jwmMd6abyCgmlfl0,lnsh®a�ivibhepLthba1�Lo�val�aesimTn119'heT�Maiu6AmpnATHIIA t•200':Snfm2A2 4)I�taudtpi&pdomh�dmMN'FRSmIy� \\\\\Ill ��\ � (Vi . B� //i 5)AushmblalTC�pd�lrmltttmttiePmt¢.�mlabtaadm�halS4ira8nlndsaaaai�}iiis N <v GEMS IN, �! PE 76051 i I f =0 1 ST // l I f 1 1 il\ TZ1110EAmpyd ^a�1°°`�aau+���ea<w�ora��leri����iro<+rya.�.,,vt�doa,�sshem�vyagranah�^1m�o�a,u�am�,n,�&e�irv�i^�ydmatk�r�e,��r�d,�erB�algR dNhe6midielbhemuomumx.ThaLgmMtfs:d iSning.Slneodoodamaeuani�Ouna6s�ppGtlyy6rTnraMandrinmaM,ds 1°� aaiimtlntmm6nNmmmrpLlad,alFe BrianMB mmibwmlF�'9ug TirCarpnnlienmmtu�x4�E9t.T/62.A1mnm7rPhgetr)OPT+e�n18/.'-Rr�edjibtm<efii+xol o=18'dui�id'iaram l6 by pv�pLtur'Sy1S;WiCiud'atsalip�bmmlRO��epY�t I gunFag,K76051 �(9 2590T3' LCi�RW�¢f17 1 i Southern Truss Companies, Inc. Fmss: D3G SOUTHERN 2590 N. kings fligimay Pr4cd Na=: 03s TnmDes wx.. ac Tw fitU$9- FedPiemc,F134951 Date: r✓�ar�ols ]r.4o-szatvl Car>po T1t�Sahmol9 compA IES(800) 232-0509 (772) 464-4160 (772) 318-0016 Fax >a«: I oe2 Mxsiatm2.0177.1 [%02] MaterialDabbasewrsim 1565 Span Fitch Qty OHL OUR CANM CANCR PIM Spacing WMPLY 12&0 6/12 1 1-W 140 00-0 000 1 12m 47ft 1— 14.8-0 1-4-0 I 5-0-0 2-0-0 5-0-0 14-0 5-" 7.0-0 12-" 1 485- 4X5- CJ5 CJS J5 0-0.0 0-40 i 5-" 2-0-0 5-0-0 5-" 7-0.0 12.0-0 1 Loading General CM &nnrnary Deflection L/ (loe) Allowed BIg�: 1BC2012' TC: on"WpC 009n LIM (6-1) L/180 7Q1.: 7PI 1-2014 BC:, 038(4-5) I vnu." 002ia LM9 (50 L/240 TCCL: 10 "Riphftbm—: lip FEb: 018a6) H.Ck o0iu 4 BQS.: 0 DAL: 1251: QMFhdx Ka-20 JJ T)W BmCmtn ftV31h M—W 16id13 WM Ma Rod M.0-LhW M.VhdL6W M. W M."xiz 1 -(-M 1 35b Cm Mdmy 3M. 967ffi - -55018 -I%U 17bs 4 ,1mmbf) 1 35n CcmxMaary IM, 967Ja - -550ts -550hs Ohs Material Summary Bracing Summary TC SP(�.9(7 MB)822M TCRaft 9AholaHdasa44gHsfad*by0hn BC SP(AI8LYr2013)CN4 Vjh� SPOISCS-201Z43214 I,Clio 9b1u1orPldesat44iQAsGidajylytlns . Loads Sunmury p71mnffihasb®acZmlra`-^'-• --lOpibovn�adlvebdpisdmd� Tjlb'st�]asbmd�Araho�at;afuidW�-naondmxuba9�7-lOofiMd�uxddminpe 191eQhhutmer,E.poaa.cSHvi+1�'Fidx�Cn6MiltBuV�Ca�YRTI=1lIQAO.cdRl� LoadCase Ir�: StdL he Load }hint I=& Imchd 500 D1an 129ht TaPmd 50-12 tame SM 24n notlbd 5012 ]um b131e 24h 1.pCbd 6-114 Dm 1D6s 24� 13aOd 611� pwn 131s 24w Tm d 7." nat3d 7." Iban 129bs LoadCase DI: StdDmdLoad \ �/ Point Loads ��� �GENS i N i BM� 11P md 2REa T�Rldh PE 76Q51 `i aChd 540 D— 163N T,Pcd 5012 Lbws 471a 24n R_ and 5412 DM 491s 2Au Lill TaPmd 6,14 DM 47bs 24u BmCbI 611-4 D— 49hs 24u IL" 7.Doan 1631s i ST 0 / M MemberFO Tai�;M®ec,wa:c9mazmlran;(rraordaoo.riilraot ` r ry i/�F `�4 ORIDi'G����� 7C 7-1 I 0182 J86s b3 0113 -J¢7l hs 441 OJ82 I6� BC 4-5 Q 525 I6Jah�s .1 Jz 03�,45 -1 7f-1488b,)61 0390 16141e (J471h0I `��OnfAL( v2lx 126 I 0J84 5811n t-3A9hs)�3-s (1184 581bs (472h� - - -_ //011 J f 1 1 ��,`\\ i So TM011N CanpoomtSduliosTm ITnw COMPANIES Vemm2017.7.1 [Btnld2] derialDaiabasew,sim 1565 Sp4n Pitch Qry W 5S99112 19 Southern Truss Companies, Inc. 2590 N. kings highway Fed Piercc, F134951 (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax CHL OM CANEL CANTR 14.0 000 0000 2-4-0 i I 1-4-0 12 6F- 2 5R4 - 1 3 CJS G15 Thw: J1 t N mk.-: Crytirdl Tncs Deshler: &'. Date: G14MIS 11:40_53AM Pam.: 1 ON PLIES Spacing MUDPLY 1 2,4in 61ha I Loading General CSI Summary Deflection LI (loc) Allowed L-d (psi) BBgcadc 1BC2017/ TC: 032(4-1) VnCB: On LIM (( -1) LASS TOLLL 20 �. 7: 10 Repmb b.Lx. TAI.2014 V. BC: , M(3-{ALL• OnU? LA099 (3-1) L/300 BC1L: 0 11QL: 0% Wb: WWI H-CR. On �13dr,Kn=20 2 BCII.: 10 _ A,t�.vsfEtlYAock (13fNdlA.1 Reaction Summary jr -Wx % PovCmbo 1 >3uunn I argvmb 35� Maval R4dB,aNS16 MssRm M.!= •tw M %W b1a M.LW n I Co--Y 3AOn ]73bs -1T2� 3 HfU(r—) I Lin - 300u 67U -12M 2 HRoI(r7s, 1 ]Su 30in 366s -1 bs -121s Material Summary Bracing Sum TC SK4-90620MP2-2 s4 TCBr ¢na�hslaA,6csa&IAP.&dgyby0bn BC SP(AL9CtGL'1U1f22s1 L1ft I BCR--* S,.W.Acimat1000•Ac6d*.byCbas Loads Summary Member Forces Summary Tsb���MemTw��c� o ��1r�.�rdaeoax.mlro� -- - 4316 361a - am 89b$ (-24b1 s Connections Summary ioclTn a-AIT— H Os mec -121c Obs .I2bs Obs Aggb d udag �4-.. �GENS i clhimdebdbdbad ANM1-2DMS=.242. QII BIitamdnauA,ATAAAL ; ,ueMm,frnmpQATH,IH 1.3ypc..s.,ie� msiHlbsmuma,dyilyboonoleRmumS-..y. 1 PE 76651 �r 1 1 � ST 0 i���F. �ORI N sS�oM� LNG � Southern Truss Companies, Inc. RA SOU- — T14ERN 2590N kings Rglimy hvi-Nd- TnwD=4Wr dhc (` ,,,�,x„(TM 7RI:S5 F(xtPlCil„e, FI 34951 Dale: 6'14/201S 11:40.53AM Tt1ns COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 of l Wsial 2017.7.1 [Buil MaterialData(ase%wmn 1565 S� Pkb Qry OHL OHR CANrL CANER PLIES Spacing WGGPLY 1-09 6112 1 000 000 03-0 040 1 34in 4ft ,-a-0 1-0-0 1-0-0 12 6F— T 2 a d 'I 2.Sx8, 0 1 , 1T . 3 0-" as.o ' 0 Lo ding General CSI Summary Deflection LI (loc) Allowed 40) ffi%Qd= MC2017/ TC: 001(1-2) VnOC Ou L1999 (1-I) L/180 Tat: 220 TBI.20l4 BC:, OOI(}I) vnu_ Ou LA99 I Lr4D TCOL: 10 RIptdhrt4.: )ES�: 0f0(I) H.Z(R On 3 nm- : O^ DOL: W% 6apFaa IK-20 3 HW(f..) 1 15u 2 HW(rmu 1 ISc Material Summary TC SP(MS06-20130220 BC IP(pL40 1" 2013)H2?x4 Vila I Loads Smeary 300u 191a _7� 300u 25U -16N Bracing Summuy TCR-bg Siminlrclhf=4a0,R bdmpbyOhn BCB 6g, 9ieJnlaAataallDOUAriuda�hyOLa SImII68ty 7a6e:��Ae®m,igmaxcs,,mnn,mlronx(1nu®¢.ra¢'fdaaadiom®tmmlranj -7hs Ob .161s Ohs GENS VN F PE 76051 O STE O Southern Truss Companies, Inc. P Truss: B SOUTHERN' 2590 N. kind Nigiway 1lfq t min a Trml]�rosigxr Crysal dhc c — 7RUS$ Fat Pierce, F134951 Date: 67401811:4054AM Truss COMPANIES (800) 232-0509 (772) 464-4160 ,(772) 318-0016 Fax Pale: 1(1r 1 lkrsim2D17.7.1 PB1nld21 MaterialII3tahase3CIS101C 1565 Spain Pitch Qry OHL OHR CANM CANPR PUSS Spacing WGT/PLY 300 6/12 18 1.44D 000 lHFO 000 1 24in ]IN I 44-0 -� 1 1-4.0 { 3-0.0 I aa-0 ,4A 1C LL: � TCCL: 10 BaL: 0 BC.: 10 PMt��lLa)CYM¢k Reaction Sun= 2r T— I B.C, 1 RW(WM 1 1 3 NRd(h� 1 Material Summ TC SP(4SC6-2D)3; DC SP(/1�2013`, Wad I Loads Suimmn o-0-0 04)-0 3." 3" i General (X S11DHnary Deflection V (loc) Allowed Bk%Codc IBC20171 TC: 032(4-1) \b,(X OOin LNN (3-1) L/180 TH1.2014 BC:, Q11(3-1) VnLU Ou LM9 (3-1) L/240 Rq,Mbrbo -. 3Lv Wb: Om(I) HUM Oh 2 DOL: 17546 Cr�Famr,Fc�20 (19-101-1IA) _ 9eWdh Maftw Rad9anNfh M.Md M.C—tw MasnlY UA hi. L Q M.H. 35n C*�Mmrq 3100o 218& - -Lyha .1566s 263hs M2 - 3ma 331. _ _ Oh, 15u - 300u 1101. - -87hs .87W Otv Bracing Summary 7CBatnp; 9iolmntAaiaa16J4),PaCvd�by� BCH.ripF 9�dnicrlLina1100QAe(udaipbytlias 2)7hanEsaasb®dmpniraM�' xufuidlmdsuamh�na:�6g9�7-IOwfi6erdn�uaddoadgaa 160�L•*�•F.�,�..r pay,y�rpndteii,Cnlgui{�p,a3pyBp=10D),O.valBt� U-27J7ft4833d6=14ANC.dZ—Tn. demd.&m®de DOD-I,60,CCZ—Wdh38 3)Miimm—qg mWftg n&—,"BCTaaWD ads b-aypW Member Forces Summary 7a6kidatsM®aclwo��a�dtagOou�rra¢1rd8awecmma.amlradj TC - 0316 361. I-2 OM .12Ah; BC 31.11 Qlm 158ft •Imps W1n Mus-to-li m Commetions Summary 1D I CavelT— C-Vi.TM Q-I*CHat A.,* 7T4 I D CB 4-0 74 �y= 5)Lm1usd�pi i tiom�almMR'uLSChd•Md�g. , \\N��N 8L�1• PE 76051 � r 1 t STE O i�'c` `c4ORID 11 ��•►' Southern 11-uss Compiales, Inc. TWss: BA :' r` SOUTHEi N .2590N.king; Nlghway Prged),,1a-- TnwDtagxr Crysbi dhe TRUSS . Fatherce, F134951 Date: 614M18 11-40.55AM Trm COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 10fl Vzrsim 2417.7.1 [BtiM 21 MalerialDatabasewrsi= 15655 Span Pitch Qty OBL OHR CANrL C4NPR P1IM Spacing WGP/PLY 3-00 6/12 1 000 000 0.3-0 000 1 24in 101b; 12 6F— 2! 0-0-0 ao-0 2-9-0 3-0-0 Loading General Csl smung" Deflection U (loc) Allowed b®d 1 60) b3H8(bdc 3BC20171 TC: M3(1-2) N&M, ODI n L19W (3-1) L118D TC1L: , TA 1,2014 BC: , a14(3-1) Mdj- OF LM9 ryl) LnaO TCCL. 10 pv fxbm : Us va: 000(1) H-M, Oil 2 DML: a nttu-: 125% chwFeag-20 IYII.: to Aie0H9slLSJCYhck (16-7h11J3) Reaction'S1miu>:uy jr Um I BMEP2 B¢Ntth Maeiil Rad&gRith M-RW M <0xtM M.V"U l INulktH M alh ] Ph(R5q I 1 4u Gna�Mamy 3DOu . 121ia - -241. -246; 157h 3 HRa1(Coes 1 15b - 3OOh 541Z - -6M ohs Oft 2.HR.I(rnm) I mi, - 3100u 85bs .bobs -60ft Obt MaterialSummary Bracing Summary TC SVL905-2D13)O22a4 TCBra&x 9,mhmabd163AFkf.&Wby0hn BC S'(AL90SM13)WO BCBmd* 9-fW-Pi-1104 h&diWby0bn wb� I Loads Summary N aes Summary'661ehdmtsMm�hQlQmme(H,®camlCaae(�uyeCa¢7SBamlfmmmaxaxulCav) \\ . ��GEIVSF•����i PE 76051 STE O /ss/0NALG\�\\ 111 illy IX Southern Tiruss CompiWes, Inc. Tmss: 75 SOUTHERN 2590 N. kings Highwaymy Pmj TMea?4m= Fort Pierce, Fl 34951 Date: 6/14018 11.4(Y-'6AM I.ic (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax pw- JOH Varsim2017.7.1 [Build2l Mar n9Dabb=%vxsiam IMS Spun Fitch QIY OHL Om CANrL CANrR PLIES Spacirg UURPLY 500 6112 13 140 o" 000 000 1 24 in 17 N 5" c? T Fl-)-3G--1 0-0-0 0-0-0 Loading General CSI&MMary Deflection L/ (loc) Allowed tmd DdgQ&: MCM11, TC: OL51(1-2) VACFL O09h L1638 (34) L/180 TOLL:3D 7PIJ-3D14 BC:,, 029(3-1) I VALT- I amb L/999 C3-1) L1240 TCEL: 30 Vb: Offi(l) H=OLI Ob 2 La �- : 0- DQL: 125' Z QVR.",Y-20 C—Ma—Y 310m. 291 b. -178ft 13 mr-14 11 13b 3JDOb IM ft -Im 2 Hmgr� I 15b _ 190bs 1611S MaterialSummary Bracing Swmmry TC TMig DC SP �2MWW W&-dV 9-bW.MmJ"AP.&djpbyOhn Wb& Loads Sunmxwv Member Forces Summary 6 361. 1-2 0111 261 ft -16 IAft Mus-to-iruss Connections Swmmry ID C—idT= Camn¢7hsss C—heaffid Ag* ..772 JS COG 5412 dI, ;MNder -11. Ou -16lbs Ohs It Southern Truss Companies, Inc. Tivss: J5A SOUTHEIAN 2590 N. kin 16 way ttojuua: Crystal Tri3csnsiL%= ft COMPOMI SOkdCMTM Rd Pierce, F134951 Data 6/142018 11:4056AM iTnm COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax iw- 1 or l Veri a 2017.7.1 [Bluld2l MaterisU]abbwevecaiam 1565 Span Pitch Qly OHL OHR CAWrL CANER PLIES Spacing WUMLY 500 6A2 1 000 000 0-30 000 1 24in 16ft 2E T 5-0-0 5-0.0 0" 0-" a 4-9-0 Loading General CSl Summary Deflection L/ (loc) Allowed 7md 1$i Odc TBC20171 TC: 0390-2) vack 007n L1530 (3.1) L1180 Ta3-: 20 7H1-3.014 BC:, 03l(3.1) aAU, 003h LIM (3-1) LrA TOOL: 10 P mb; ,;— Vs VIA: O00(Q H=(k Ou 2 9CM: 0 nm! 1231; QapFaar12r-20 BQL: ID }be0fl'aERa�'YMak /1 &IO-390) Reaction lSumnary E Twe a¢CW& a %ydh MMW RndBMVAih MUP&d Mm(tar(M0 muwdw Ma lw MWb 1 Pn(P6p I 1 4u Ca M—y 300c 30_ . - -1>s 4lla 218h 3 HRa1(F—) 1 ISh - Mh 52hs - -3ts -3hs OM 2 HpWrl 1 ISu - 300u 146h - .107M.6 .107bs Olc Material Sumimiary Bracing Summary 71C SP(AL9C3:2013)12W TCBn�ft 9..bdMRdi 6-30RfodeVby06m BC 9'(ALW&3013)N22a4 tams I _ BCHra* 9randuRAn tIOOQAa6d6pbyOhn Loads Simlmary Notes Summary'm6hhdo>sMmWlQmmCS,.mxamlCa¢(mummtr.ra¢Y'd'8'aea5onmmca>telto� A\'`OAN PE 76051 -� ;ST O� ms3RihhyheBaiTspa ndinMBl:aMy m`���a1� 9nnFi�R.716051 ' Southern Truss Companies, Inc. Truss: 37 "•` ' 30LITHEiiN N. kings H&uy Ta�2590 > : !'..... Fat Pierce, F134931 Date 6NO1811A056AM a� ITnw CQMOANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax paw: 14f2 VUrsim 2017.7.1[13(nld 2] MaterWDatahas msiarr 1%5 Span Pitch QLy OHL OHR CANCl. CANrR PLIES Spacir� WGRPLY 7fiA 6/12 20 i 1.40 w am am 1 24in 23M. Ba-0 1.4-0 74)-0 7-0-0 N A7AG,A7AG 64G,E14G A7G 0-0-0 G40 741�0 7-" I.oadiing General CSd Sunmrary Deflection L/ (loc) Allowed. Lmd (PO Blaa& FBC20171 TC: 073(1.2) WOL, 029i, LPM (3-1) U180 7r13.: 30 .� TA1-3D14 BC:, ag(3.1) VMIT On9b Lr= 41) LP40 TO7.: 10 Rq+Mblb.e . )b 98: OW(l) H-OL 001u - BO1: 0 DOL: 125 % CwvR GM-20 !C Tvpe BCmibo i¢BMt3Wh Matrul RgdBixWJh MUPna M.C—LddO Ma9,MLbrO M-Lb90 M.H k I Pa(9sp 1 8u Cmm�Ma ry awil 3691. - -121M -MM 332N 3 HRnI(rmz) 1 13c - 300-n 13 b - obs 2 HRnI(rn) 1 ISu - 300n 211M - -Mft -156M 01. Material:Summary Bracing Summary TC �(ALYli�13)722s4 TCBmo* 9nhNarA�iSnsal6-3gBirnde�.pbyC�a w SP(9-T&2013)02N4 BCB, dit 3nhdarRAr 104GYk bdeL by0h- . 9m; Member Forces Summary M�111�acs Mlc�(Mr�dae�c®oox�lc Tiruss-to-truss Connections Spry B] 1 Cxri dT= C-Vi*T m chmi cffm Art* Tr- n A743 7Al2 270da n Tit 37 A743 114).12 270da T12 17 A7G J30.t2' 2711dig: . TT 77 A70 W14 2Adg1 .n , 37 AM 18-14 --M f . Tp-- J7., WiO ,XH ..T70hB•. , m jjj 17 A7AG 7412 90hg 777 n AUG 11412 90dg m it 37 A?Ad, 93412, m 37 ATAG 14i4 90dg 7T7 n A7AGkA� 18d1 90dg . m n , .. VAG 2Dla.; Soda . I79 r7 BOG 7412 90 ft n ' - ''sic r . s4i2 : .. ,.90da. , TO n BOG 9.7-4 90dt, 719 '.n BOG.,ii-74' .. 1.90dt , �'0� � STE G�F,'��—; ORID /OWZ ECG\N Southern Truss Companies, Inc. Tmss: V12 ' n 2590 N. king; Hi wa SOUTHERN � � y Project Nalnc: C1y 4d TrUSSDC�swr &,c 7RU$S: Fat Pierce, F134951 Datc: 6g4M18 IIAWAM Tom, CQMPAN IES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax PW- 1 or1 V--6=2017.7.1 iBmM-j Material Datab .xsim 1565 Span Pitch Qty OHL OHR CANrL CANTR PUSS SR-fil", MUPPLY L4� 6/12 1 000 000 000 000 1 24in 40ft 6 4-13 6-4-12 / 64-13 12-9-9 4x51 2 12 f12 61 �fi '4 3 - 3x4- 1 3 U41 r 12-9.9 12-9.9 Loading General C& sammary Deflection L/ (loc) Allowed Lad 06 B&Cadc FBC20171 TC: 0b7(2-3) WOL• On LPM LAW TC L: 20 THI-2014 DC:, 041(4.1) WA1: On18 LIM LrW TOL: 10 ftWtrb me: 'A VOb: 005(2� float 0h 3 DOL: 0 nOL: 12516 Orq+Famr,Raa711 BaL: 10 TM• ^»\•X4�r (1900380.) Q60 -159M f3:140-K) Reaction Summrary 3r 11, , BeCmbn 13s!NNh Mat4b1 ItodlimWlh M-R t M-Q.a bz M.%%dLkM M.1w M.Hi 4 11Ra1 1 153594h CuceMamy ihfomw 323ie - -261. -261. 01. 1 Rs(1W 1 1535912 COWWWM" ndooao 351hs - -115hs -1151s 50hs 3 HRd(%k I 153591v C—M -W W.- 3511s - -115hs .1151. 01. Material Summary Bracing Summary TC Sp(kM 6-2012)N3.h4 7CR=4 9iafietwRd"&30.Rafsdsypby0hns BC 2)ft32c4 HCB -V 9-6W.R*.W6-3.06%%&jyby0hn 971a se(AI.9C6.201x)p32d Loads Summary I)1ffia�hssb®bgnaltaie��dseb IOldbonmdtvdFeindpiesdvdl>ods 2)7ffat�Fa463 dAh-1 fv � lips I60uphutimkF.�mrtGRrNEud C iP.B nBC3g'dyD4"111%.Qca1B)� )-IOs�hOCZ-% AE.dZ- .d A*P .md� .%.I Di®2217fla483j$h-I4aNt£ad7asTrus,14�' icmdaebamiledDOL=ILO,OC7meWd63R dt,3ft Member Form Summary >6H ��sMaawD�aats �aamlr�u�.f�ra�er��aaa.hlraaa TC 1-2a666 -777hs 2-3 0666-Y)•!hs BC 3-41 OB23 189hs ON. 7 06+3 1891a -571n Wba 2.410051 -174{x Not= I . 1)lio�sbmdaM9CE}IOas4damtdby1r�71iaiU$hf�Codc Z)\6tCR®dlinzCRmeMa�lmdhnnamid9»ffiduebF.ehedplahc�uepaanpoomldd�4imdmdmdl>admmptefun9 i1.t(Ra-I);� llnamldluxaebATHl6S I. 4)1�ltmdapiflrmdmshaelmMN7itS0olyin6g. � Ni_BL�//fj/ S)PNeab�bf asTGpih hsnbmmlepmpfi�mdrargaimsmmta'dawhhd�f dadaafpsba�aa� \\`�\`�� �`CEN` ,-Z� LPE 76051 t ORIU�: x7n�.s�ym�4lxn.>na�nt�n���ar.7l.�ofnt4:�lnffiEm�lma�a�am�,�>�Iryarr�Ma�aew�am�ynan��aa�ama„rhaof��mr�hhykBa+:� I>scucAmlmh'sdnlwigid'atsamgrmmutP�'�1a49 +*o8�0��Y�i'tale+�anpanddti�:(w¢5rtemrv�atanlM'IayammldnnuQon8Ga�1.WL{'legtaraddcaaliJ�4fanNmimrph�atbe BI'12llM. Blpidy >osudaandby:in�3ara-TeCmpacq;lrcusat.darmd�15G27E._UmomipWsarc:OyyBescLT.h�ialpbeme'afoka4�tya =1tT'andr:dofsanl6pu�phgorSglS,W�fdxtakyptirvo181�p�phk 95vaLgeJ76af1 2590hA-ro RRneFl3095 Southern Tfruss Companies, Inc. Truss: V4 §OUTHEiIN' 2590 N T� wd khW � �' � ThwDespsr. � dht C °� ,T, mu;; . Fcrt'Picrce, F7 34951 Date: 674018 11:4"AM COMPMIIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Nee: 1 oc 1 2017.7.1 [Bmld 21 Mate4a Datmw %w9arr 1565 Span Pitch Qry OHL OHR CANM CANCR PLIES Slating wG1'IPLY }2-6 6A2 2 i 000 000 am ON 1 24m 8fts 3.2.6 - - 1-7-3 1-7-3 - F 1-7-3 3.2-6 0 cb 6 21 4x4- ".0 3.2-6 3.2-6 Loading General cSl &mlM" Deflection L/ Qoc) Allowed Imd 41d) 6118Q1dc }BC2017/ 1C: 013(2-3) Mick On L/M L1181 ML: 20 TCDL: 10 NglMb I.A se: 77S I-2014 11s BC: (l1(34) VIF6:1 0000) vRU_ Ob L999" FkMCR Ou UM 3 BOLL: 0 IIO.L: 1754E CmDFamr,IGa�20 Bin.: 10 PoICHffi(!�J(Y11�k (110.1438M) 1200-15M 4390.1434M Reaction'SoMMa1y A' Type. I - amc-io BMV/dh Magid M.Rad MlR Mac—UPO Mu%wLbB M.LbM I Cadpmc 1 3a"h C—M-.y MI. 85RY - -4Bhs 4Bls Material Summary Bracing SUlimM Tc 8'WS05-7D12)Ri-4 TCBmmg 9n1a1aAdnsmI08QBi$do-SobyOhez BC 5P(AU05-2012)OZO WR-..d ; q-fiWMB,faw163Aft rpd9g1by0h- Vft Leads Su�ry Summary rablenlcesMa�rIIlm�cs��dur�(m,:mmlr.r�rd��p,mra� Hates v 0-" 1. i i PE 76Q51 -G X f ST o OR1D,-, N�� \ U /[11111` Southern Truss Companies, Inc. Tn)ss: V5 8OUTHEpN 2590N kin 1 wa Y cumal Tiuslrr mlc Daig TRUSS: Fort Pierce, F134951 Hate: 6n4�'2D18 11-40-MAM alalpar� lasollaorSTM CQNIRANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Paw: 1 or 1 Vasoo:?D17.7.1 PW--] itaWDa6basexmim 1565 Span Pitch Qty OHL OHR CANPL CANrR PL1FB Spawn.. wGr/PLY 5$0 6/12 I 1 000 ON am a" 1 24i0 1711s i 5- o _ i 2-10-8 2-10-6 2-10-8 59-0 • 12 � 6 --122 16 0-0-0 Load'mg General (SI Smeary load (pN) B*Go& FOC2017/ Tc: 025(2-3) TOLL: ]7 I 7C.: !0 a = RPmbrbm-,b 7A1-2014 DC:, alO(34) NFb: 006(2-0) DC L: 0 DM: 12516 BCM: . IUeCHatr7�CYpmt (1d01S3826) r2043.1m (3:1a1534M) Reaction Sumn%" ]r Twe I BwCm Bmwen Maeul Mmam neat 4a4- M it 0-0-0 S9-0 Deflection L/ (loc) Avowed VlOC on LOM L/I80 WII: Ou LN99 Lr340 H..(Rl 06 3 C.VRWr,aam20 1 C— 1 r9a C—M. 1T-1. Material §ummary asp. Bracing Suam3ary Tc SP(AL9CYr2012)V32,A TC&amg 9cddorBdsa6-3A%od.�mby0l— BC SP(AL94i2012)0254 BCBra* 3iminlvAeinsat634Priod�bi Ohes llffis �(/d�2012)g2.rA Loads Slmnnry grnsaa;ta,l,�a�alra�a+'asdm lop4n>oa daalFemdplsaeamdt Z)7lmnuhacb®d�naifitEedl�oewiodma>oamd�s��7-loWl,eermaoauQadnmipelfOmb,"'",«� ,�•••�wylid�.cab6FicsHd�(�aln( Uml-7A7llrz48713db-14ftFmd7m Trm;N*wadcmmmktl OL�ltO.aCZa Wen30 I Member Forces Stummary nc�: M��oxc�,�a�lr�t .r�d�noaa �mddr� TC I-2 (248 981. r-B61s 2-3 0248 98b. 4t6Fs1 BC 3-0I alas 9Sls (h16s1 4-1 0.105 951. r44hs1 wm JZ41 0060 188hs 011 s) Notes -721. x cElq i !� PE 7OU' ` r 1 � � -O ` STkL E O o RID �i���/sloIVA i ►N \\��� Southern Mmss Companies, Inc. Tnlss: V8 3DUTHERM 2590 N. kin 1Fi�' Y Plojectl9W. CYy6a1 TIFe5Dnipoer. dhe Cmp1 *may , , MOSS'. Fortherce, F134951 >ben 614MI8 11:AO.39At Tnm COMPIWIES (800) 232-0509 (772) 4644160 (772) 318-0016 Fax Pape: ] of 1 VaskrL 2017.7.1 [Blind Ma(eiialDtltabas -mrsik c 1565 Sptin Pilch Qry OHL 01a CAWL CMUR PLIESS w�hsY �g f 6/12 1 000 000 000 000 1 24in 8.9-9 4-4-13 4.4-12 I 4-4-13 8-9-9 U4- 2 12 12 6� 16 i N N I 2x4 / 1 U2x41 3 ZZ2�X>MXXXXX>(>(>(><><>4xxxxxxxxxxxxxxxxxx 0 0-0 0.0-0 8.9.9 Loading General CSI Summary Deflection L/ (loc) Allowed L d (pd) BNgC06c FBC2017/ TC: OMP-3) VrKF4 On L/M L/180 TCIL: 20 M-MM BC: . 023(4-1) M. t. Obtp Lim UM TCFL: 10 RpMtrlmma: V. Na: 002(2.4) H-CL On 3 Bal.: 0 DOL: a556 CIapF.-,Y--20 Bm: 10 FHeOiff t:OatXYAmY (1:I0.153826) (2443450) f3:10.133,fl^d) Reaction Sunu nary 3r Tme 1 BcCmdu B.VA1h M—W Mai Ron AVRon M"Gw MmNldLW Mellba Mu1b¢ I C..i— i I 105596n C—M-." 249ir R5pY -1061s -106bs 351. Material btiunntary Bracing �q.Wwft%w6-3-41k TC 5r(�1i 2012)032t4 TCR * &v by04as BC Sp(A OS-2012)p32.4 BCBodv q-fwa11ciaaz63-AAe.daipby0hn llths SNAL309-201ZM2x4 I Loads.Su6na y 1)Thistte lmband*.dfmtxerZ8eol0p4bo dwdWMdp4sdadb k nTtia.�msumfQe.eras+rw oamasvam....k.a�7aoMaler�w:�u$�ualrupa 16omp+uemesmmn.�wbF chct1#+a atiscs�•Ba@100l o oa)eug I1ms27.17@z4833flL=14(CFadZmerner,Nfiaadoebmoda tf]CLrIfI1.CC7meWdh3a Mender Forces Summary TabkidoeaMmibaII�mox(Sl,rtexarNfaq(marmv fa¢Yd8'eed6vumexamlfa� TC I2� WS 242bs -125is E3 0655 2421. 425h 73C 3�1 02b 861. !-04 4.1 023a 86R. 41m 1Wc 1-1 0070 I91a (•F(Obs) Notes I 1)77isdsy�'shoado W9CE7-10unfammlb�•Ir.7a7Ftr6�Bui5g(Lde 2)VrtCitaidlLrtCRa�lardMv�1�8ebFehulP4sfeoaPm'4ogaofdlhimAcbdadhadm'Tadasl)!I IL+{Fa•-I).Qil TIi�e�dmau7�ATH1fH I. 3)Cebbaq�¢aa>friawsbonudiudbniig 4)AginiY�.dfaotrC9'ILNntbmmp�dotrpbtLtsbemorcd��,'p�ahaas;cS�16y1iermsMandanmpeATHiIA 1-�S�vv7A2 `1 t 1 I� I/ f//// \\`\ 5)Isduodipi�eusktmdmMRtRSmlyhd'our \ 1 h � �7 6)FkMbatd.tTC bmlamm/kprtv�i�vruummmcmpvamtoFamtembUdmd3�plraglnlndlmasl�spIt \�� lVl. 47L ��/ `\ 40 V�GEN,S�.�����i = , i PE 76051ill -D STE O ��l�f lfll\ TX1110E/Vmpyd'6ibd�'vd<+Ilefinu).do8maanmmamr.76 0.vg�aAamlmlfs8-ntiin,)nfinxgmnxMpt�f�timi mandaa.dby5oynn9vg-TcCmFnoyWcuamdmnvitE92.27A?.qi¢rannrphgam�D$ug�mLBleepditlph�tsitisfdMallry•a�11t'uhihi�&atsmlBp�p6rorStllS;oLifinkatsa W a�O ofh"sivpvddn�Btiawlm6;�ma'vcaui+�imlmBagFidbYMTn�Maru6wenMrds 4��9'aMmmpisnmsot6eufanoEnaifarhby6eB�ilig �&�+W,��N�i�rMimtm4m+F3�dq++tScicmnepagonlh"InSauaidaanin&Gmaalt� pugfiraildtbrttliS inAlmm�pbtWnlbe $Iia11M. $ICa1dy 9ut1igN60.51 . h'�vtsml8puspbt i 2590N RRntH3r951 Southern Truss Companies, Inc. ThisV9 •,, .. 2590Nking N. n PFq- � Co,,, ,,, pacTrues 80UTHEi1N 'TRUSS: Fort Pierce, F134951 TrmtiDe�igner_ mlc We: 61142018 imi-ODAM COMPANIES (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Page: 1 orl % im- 2017.7.1(BtW 2] Matem112+tilra ,m.'olc 1%5 Spar, Pitch Qry OHL OBR CAM'L CANER PLIES Spacing VOURPLY 4A-0 6/12 1 ON 04M a" 0" I 1 24in 301hs 9-9-0 1 4.10-8 4-10-8 I 4-10.8 9.9-0 4A - 2 12 12 6� �6 I 4 N 2./ 2x4% , 1 3 4 x 0-0-0 0-0-0 9.9-0 9-9-0 Loading General CS1 Summary Deflection U (loc) Allowed Imd (1-0 ftc- e: MC20)71 TC: OM(2.3) V M On Lim L/180 Ta.L: 2n r TH 1.2014 BC: , 031(34) VAL . On1P LN99 Lrm TCCL: 10 RepMbrl--. V. Wb: Ow" H=CX Ob 3 BaL: 0 D01-: 125!e OvFaaor,V— D Bin : 10 74tc f ftad YM'k (1:t0.153&'fil (SDQi1SIl1 CDO-153826.1 Reaction wry _ JT - _ Ape I He. BpNith Mneml RQdBiagtri Mxtpmd M.G.-twa Ma:W duA@ M�clkW Mme7tr¢ 4 HR�I(V.hq I 117h Cm Mactry uk— 2731s - -S71. I Fb(94 1 117n Ca q UA— 277ES - -119M -57ts Otg -119b 381s 3 HPACW 1 I 117u Ca &Maxey UAa 2771s - -1191s -1191s Ots Material Summary Bracing Sim ma1'y TC S?(%�L 20L')10N4 TCB� 9ratal%PW5%a6.3AR-f-daglbyOhas BC 9'(AL93L2D12)$3N4 BCBrg Sh ta.Rd. &3QHnbd*bl'06as Ults IP(AL4 .12)10W Loads Summary 1)Thstashashm�d�edfateeBas6m IOpeibatmdsnlItelndpiadeldlsd; dD'E7-IO0,CCZ—u,ih3fL �iQaIfOmpt Fapm�efiTWjFChEbEip,BuiTigCLrgnyII(I�IDO),Osa1Bi� n-27.e$Imlm�da�fate�'aaafwudh.n0.!b Om 13m27]7llsdgl3ltb=14QFndTaocT cl�aadud�mrtSboLD(In160.CL"2aQ1Ydh3B Member Forces Summary ,eu>:�M�cs drr rd�.B�aazamlr ORC 2811._62M 23 Q= 1TC 412 0307 96a 59s4I •59h W. 17A Q(R 276ts (-16815) Nates I)7Ladspni�looA9CE}l0asdamadby Ie287Hx(!a Buifi�Cme 2)VsatudH-(3iw.dh--ialmdha'vaWd BaoFelndpinfca¢pampmtd'd�timdmhadlnd mmp,rdasQfl Il,t(M_I,xQfl Ifaa®dwxuLATH1fAl. I �!////// 3)AgmlyaadCveyCgalDglmb®appUloteNbehealramoadsp„al,sat>{rd-adb�hTncaMandaomprAIHIINI.700''Sadi7o2A2 bvdmMNT%Q�•ffidip. �\`\\ltI 1 ((����t \�\ lV I . �C� ��// 5)Hna6ratdalTC htdlcsnmtrlca®unmblanda�nhb6alduphagmhMsaaoalnxjo \\ `� �4,• 1 PE 76051 l ��O N ST O �� � 0 �It .c� ACBICEAmlydt6dd@�dal�fiandWOtnr®omuaar.7lair,oftKidiuiitllhstRtnvllTdaoimandrapmarexy}pbdbyteTnasMwWmranlreL�y[ntcamunq I1a�8vAamlmt's8s'pigodmivaaRmanfPufaiucdakr�ir�+epon3iiri'�HHi'far/rt�mappWd�,d�oan.Sahem.�ary8eaodte'laycmnhdcrosfm&CmoaL�bu nMunpia,awfteufa®LnMRatbS'hH3T:,g pgefaralfnmlidaneimAlmonmrphts9ulh Br1371 M.B �mudaa+dbySa�unSmg7'eCrnKunAlrcnean,Liu+�F52.2762_4gm®rphtaerc'11�u�kahsptif 1pbeme6fo4+alb�a-18'ahtl�:�aaaml6p�i+to•5y]S;WBhnfelsalgj�l�nl8gi¢pht ����� 2590hh iH}6¢ Job I rus3 Truss TYPO Uty CRYSTAL J7T Jack -Open 'jP1Y 3 1 lCrystal Job Reference o 'onai auumem i rue , rc. riatw, ram, a i ID N32yj4p7XX ONSFKcOwe8yH?sGyRMME8PBLyGTSQSEF2ELdsctGs8AxNiiwv it 7r;ysi -1-0-0 2-8-0 3 8 0 7-0-0 , 1� 0 2.8.0 34-0 2x4 = e Dead Load Defl. =1/8 in N A LOADING(pSO SPACING- 2-0-0 CSI. DEFL- in poc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.23 7 >351 240 MT20 2441190 TCDL 10.0. Lumber DOL 1.25 BC 0.12 Vert(CT) -0.27 7 >296 180 BCLL 0.01 Rep Stress Incr YES WB 0.14 Horz(CT) 0.09 6 nla n/a BCDL 10.01 Code FBC2017fTP12014 Matrix-P o Weight: 32 lb FT = 4 /o LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-2-0 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP N0.3 OTHERS 2x4 SP N0.3 REACTIONS. , (size) 5=Mechanical, 2=0-8-0 (min. 0-1-8); 6=Mechanical Max Horz2=198(LC 8) Max Uplift5=152(LC 8), 2=107(LC 8) Max Grav5=219(LC 1), 2=377(LC 1), 6=65(LC 3) FORCES. (Ib) Max. Comp.JMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 12-3=392180 BOT CHORD 12-8=1871304, 7-8=2381396 WEBS 1 4-7=1801374 NOTES- 1) Wind: ASCEi7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=14ft; Cat11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it, --lb) 5=152, 2=107. LOAD CASE(S� Standard �jab r! PE 76051. ORID SQMA L llf1111 ?Of s Job i I russ TfUSS Type Uty CRYSTAL J5T Jadc-open 2 1ply 1 1crysu Job Reference (optional') OuLunurn 1 M55 , rL Pl-W. I 1x E 1D:IV32yj4p7XX ON8FKcOwe8yH7sG;t7j Oo0Yae8crG22hKae*VSgyCy61khgbgVbyGy5j 248.0 1-4 0 2-8-0 2x4 = Dead Load Dell. =1116 In LOADING(psf)+ TCLL 20.01 TCDL 10.0 BCLL 0.0, BCDL 10.01 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr YES Code FBC2017lrPM014 CSI. TC 0.43 BC 0.06 WB 0.04 Matrix-P DEFL. in Vert(LL) 0.12 Vert(CT) -0.15 Horz(CT) 0.05 poc) Weil L/d 6 >458 240 6 >364 180 5 n/a nla PLATES GRIP MT26 2441190 Weight 24 lb FT = 4% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4--Mechanical, 2=041-0 (min. 0-1-8), 5=Mechanical Max Horz2=148(LC 8) Max Uplift4=97(LC 8), 2=93(LC 8) Max Grav4=153(LC 1), 2=302(LC 1), 5=25(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCEi7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf, h=14ft; Cat 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide med� anical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. LOAD CASE(S) Standard /c4 OR1D S 0, 4,r • Job I russ Truss Type Uty CRYSTAL J3T Jack -Open 2 I jP1y 1 lCrystal Job Reference (optional) 00umer" I 5. nL rmrw, rL, 0 wai EE none -- s — 1. —.o rnnL a.— o — I I.. a — I onn.au..I... u.... . . n... a . "' ,.,.�.. � ,., .-aye . ID:IV32yj4p7XX ON8FKcOwe8yH?sG-YsgEb6M121uubyPfawge?D,C3f8bk278EW6jRjyGy51 -14-0 3-" 14-0 3-0-0 — 2x4 = ,2 LOADING(psf)I SPACING- 2-0-0 CSI. DEFL in pod) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL ' 1.25 TC 0.17 Vert(LL) -0.00 2-5 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 2-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.01 Code FBC2017IrP12014 Matrix-P Weight 14 lb FT = 4% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP N0.3 REACTIONS. I (size) 3--Mechanical, 2=0-8-0 (min. 0-1-8), 4=Mechanical Max Horz2=99(LC 8) Max Uplift3=53(LC 8), 2=84(LC 8) Max Grav3=56(LC 1), 2=236(LC 1), 4=44(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 pb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psY h=14ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard /0ArAL Vt G\\\N 0 Job i I cuss ype y Crystal CRYSTAL COT 7a',ugs-sw Hip Girder 1 1 Job Reference (optional-) saucnem ,rues r", svx0, ID IV32yj4p'7XX ON8FZC& 8yH?sG-fik!Q to oOS7L5uL4cirNplielhr'oDcYJuBlMyry�ay5p -1-10.10 3-M 5 1 8 7-" 9 95 1-10-10 38 15-0 2-4-14 5-4 3-8 8 -1-10 10 5 1-8 , _ - 9 95 1-1a1n 3 9 9 t-5-0 4-7-13 Plate Offsets (X,1)— [1:0-2-2,0-0-8) LOADING(psf)l SPACING- 24)-0 CSI. DEFL. in poc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Ved(LL) 0.11 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.16 9 >681 180 BCLL 0.0' Rep Stress Incr NO WB 0.16 Horz(CT) 0.04 8 n/a n/a BCDL 10.0' Code FBC2017/TP12014 MatrixS Weight 45 lb FT=4% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD W SP No.2 WEBS 2x4 SP N0.3 OTHERS 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. � (size) 6--Mechanical, 2=0-10-15 (min. 0-1-8), 8=Mechanical Max Horz2=217(LC 4) Max Uplift6=64(LC 20), 2=231(LC 4), 8=208(LC 8) Max Grav6=7(LC 11), 2=480(LC 1), 8=481(LC 1) FORCES. cab) i Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 12-12=655/186, 3-12=659/197, 3-13=767/289, 4-13=736/279, 4-5=548/236 BOT CHORD ; 2-14=281l586, 10-14=281l587, 10-15=-307/653, 9-15=301/658, 9-16=307/578, 8-16=307/578 WEBS 13-10=325/191, 4-9=1111423, 5-8=716/380 NOTES- 1) Wind: ASCE �740; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf, h--14ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except at --lb) 2=231, 8=208. 1 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)119 lb down and 121 lb up at 1-64, 119 lb down and 121 lb up at 1-6-1, 36 lb down and 48 lb up at 4-4-0, 36 lb down and 48 lb up at 4-4-0, and 104 lb down and 110 lb up at 7-1-15, and 104 lb down and 110 lb up at 7-1-15 on top chord, and at 1-6-1. at 1-6-1, 21 lb down and 3 lb up at 4-4-0, 21 lb down and 3 lb up at 4-4-0, and at 7-1-16, and at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S). section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S', 1) Dead + Roof Uniform Loac Vert Concentratec Vert Standard. Lumber increase=1.25, Plate lncrease=1.25 2-1 O=20, 9-10=20, 7-9=20 B=69)12=81(F=40, B=40)