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HomeMy WebLinkAboutTRUSSUTHERN TRUSS COMPANIES, INC. 25I' 0 N. Kings Highway SCANNED Fo Pierce, F134951 W. Lude CO."p-W (77,2) 2) 464-4160 Fax:(772) 318-0016 PLhRCHASER (BUILDER) DATE. J-118be Mi DEL: 37X53 RES O II TIONS : LOT: (DELIVERY) Job No. 4085 Layout No. ANTHONY PROFETA S DIVISION: DRESS: 4701 SALERNO RD ('`.Ti V• FORT PIERCE �UNTY CQ: ST.LUCIE 28 Total Trusses LVL Beams Mfg.Beams NO HANGERS ELEV.: BLOCK: ROOF 40 Pound Loading ❑ Plumb APPROVED TRUSS ANCHOR BY BUILDER Square 2x4 MINIMUM TOP and BOTTOM CHORDS Rf SQUARE CUT OVERHANG 12" F TYPICAL TRUSS END DETAIL Southern Truss CompaniesInc. -'�'� ' Bill of Lading SOUTHERN 2590 N. kings Highway � Cow °� SoLrt»ns.,,., TRUSS Fort Pierce, F1 34951 Project #: 4085 Dom: 7/5/2018 3So35 PM Truss COMPANIES (800) 232-0509 (772) 464 4160 (772) 318-0016 Fax Page: 1 of 1 Version 2017.7.1 fBaM21 Proj IName: #: Customer Name: Proj Salesman: Date: 11 7/5/2018 Date Due: 7/5/2018 Con Terms: MillAddress: Shipping Address: CI -T Bill f Lading ID:AI Qty: 1 Span: 37-0-0 Pitch: 3 OHL 2-0-0 OHR: 2-0-0 Plys: 1 HHL: 0-3-14 HHR: 0-3-14 Overall -Height 5-5-2 Unit Weight 167 lbs At 1: Rmax =1600, Rmax Uplift = -773 At 9: Rmax =1600, Rmax Uplift = -773 ID: Qty- 1, Span: 37-0-0 Pitch: 3 OHU 2-0-0 OHR: 2-0-0 Plys: i HHL 0-3-14 HHR 0-3-14 Overall Height 5-5-2 Unit Weight 166 lbs At 1: Rmax =1280, Rmax Uplift = -618 At 10: Rmax =1920, Rmax Uplift = -928 ID: A( Qty: 2 Span: 37-0-0 Pitch: 3 OHL: 2-0-0 OHR: 2-0-0m— Plys: 1 HHL• 0-3-14 HHR: 0-3-14 Overall Height 5-5-2 Unit Weight 165 lbs At 1: Rmax = 381, Rmax Uplift= -251 Total Pl} : 28 Max Span: 37-0-0 Sum of Truss Spans:1036-0-0 Max Height 5 5-2 Total Weight 4,648 lbs Acc ed by: Date: OR EXA,NTLE III �1 T"Y PI CA L D E T.A t !._. C C C R. N E R. - H I P NOTE: DS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. (Z) UP TO 265# = 2-16d NAILS REQ'D. 132.5 per Nail (D.O.L.Factor=1.00) r� nds to: nails only have 0.83 of l�J UP TO 394# = 3-16d NAILS REQ'D. lateral lj1Resistance Value. MI U, r 12 r- -(Z) -Q J1 1.5 A ovER o I� II II �o II II II , A ii ii ii ii ' J3 oQ J5 'user2--16d Q ♦ toe nail 7-0—D ETC & BC.� . H7 HIP GIRDER A A A HIP ;GIRDER i ( _ ul J3 i O(�\\ ♦♦ 12 \ ♦♦ Ov Typical jack 45' u 3-16d attachment toe nail ®Tc♦ III I® TYPICAL CORNER LAYOUT & �-16d ®rBC;� Typical Hip-jac{i attachment FASTENER CHORD HANGERS GIRDER JACK f TC — — — — — — — 2-16d nails J1—, TO II HIP JACK GIRDER BC — — — _ — — — 2-16d nails — — — — — TIC — — — — — — — 2-16d nails — J5 TI0 HIP JACK GIRDER BC _ _ — — _ _ _ 2-16d nails — — — — — TIC — — — — — — — 3-16d nails — J7 T HIP GIRDER BC _ _ _ _ _ _ _ 2-16d nails — — — — — TC — — — — — — — 3-16d nails HIPACK GIRDER (CJ7) TO HIP GIRDER BC — — — — — — — 2-16d nails — — — — — SOUTHERN TRUSS COMPANIES http-://www.southcmtum=m Brian �A. Bleakly Struct Eng #7 III MINIMUM GRADE OF LUMBER LOADING (PSF) SM INCR.: 00% FBC2017 T.C. 2x4 SYP 2 L D B.C. 2x4 SYP 2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24" O.C. Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 (800)232-0509 (772)464-4160 Fox:(772)318-0016 6051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 TYPICAL DETAIL G CORNER HIP NOTE: I NDS=National Design Specifictions ALLOWABLE REACTION PER JOINT for Wood Construction. (Z) UP TO 265# = 2-15d NAILS REQ'D. 132.5 per Nail (D.O.L.Factor=1.25) nds t e nails only have 0.83 of ©UP TO 394# = 3-16d NAILS REQ'D. lateral, Resistance Value. 12 -O � nA -.r.--ter tr -ice R use 2-16d toe nail TC & BC. Typical jack 45' attachment III 10,II Oil J1 TYPICAL CORNER LAYOUT use 3-16d toe nail & 2-16d Typical Hip —jock' attachment CHORD HANGERS FASTENER GIRDER JACK TC— — — — — —— 2-16dnails ————— J1— I3 TO HIP JACK GIRDER BC — — — — — — — 2-16d nails — — — — — J5 T,i� HIP JACK GIRDER TC ———— ——— 2-16dnails ————— BC — — — — — — — 2-16d nails — — — — — TC — — —— — —— 3-16dnails — — — — — BC — — —— — —— 2-16dnails — — — — — HIP 6ACK GIRDER (CJ5) TO HIP GIRDER Ill TC — — — — — — — 3-16d nails — — — — — BC — — —— — —— 2-16dnails ————— Brian MINIMUM GRADE OF LUMBER LOADING (PSF) SM. INCR.: 25% FBC2017 T.C. 2x4 SYP #2 L D B.C. 2x4 SYP #2 TOP 20 WEBS 2x4 SYP No.3 BOTTOM 00 10 SPACING 24° O.C. SOUTHERN TRUSS Fort Pierce Division 2590 N. Kings Highway, 51 ;OMPANIES ( )FortPierce,09() 4 4 800 232-0509 772 46-4160 http://www.couthemtruss.com . Fox:(772)318-0016 Bleakly Struct Eno #75051 2590 N. Kings Highway, Ft Pierce; FL 34951 772-464-4160 This producf Is preferable to similar connedors because of a) easier lnstallailon, b) higher loads, c) lowerInstalled cast, or a combination of these fealoras. '••••••• All hangers in this series have double shear nailing — an innovation that distributes the load through two points on each joist nail for greeter strength. This allows for fewer nails, faster installation, and the use of III common nails for the same connection. �Duble shear hangers range from the light capacity LUS hangers to the hig est capacity HGUS hangers. For medium load truss applications, the MU offers a lower cost aftemative and easier installation than the HUS or hangers, while providing greater load capacity and bearing than the WS. MATERIAL See tables below and on page 133. FIN ISH: Galvanized. Some products available in stainless steel or ZMAXw coating; see Corrosion Information, page 18-19. INS ALLATION - 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 apprieatio0S. DP IONS: - LUS and MUS hangers cannot be Modified.- HUB hangers available with the header flanges turned in for 2-2x (31AJ and 4x only, with no load reduction. See HUSC Concealed Flange illustration. - Concealed flanges are not available for HGUS and HHUS. - See Hanger Options, pages 20D-202, for sloped and/or skewed HHUS models. Other sizes available; consult your Simpson Strong -Tie representative. CO S: See page 20 for Code Reference Key Chart products are amiable wdh addrlional corrosion protmbon. ural products on this page may also be available wdh this option, with Simpson Strong -Tie fordetaft products are approved forbrstalklion with the Strong -Drive SD Strudurdl- :forscrew. See page 30 for fhe correct subsff upon and SD screw she. Model No. Min. Heei Heigh Ga Dimensions Fasteners W I H B Carrying Member Carried Member SINGLEWIZES WS24 2% 18 1% 4% 1% 4-10d 210d r WS26 41/ 194c 43i 19i 4 1Dd 4-10d MUS26 4734, 18 1916 534c 2 6-10d 6-10d HUS26 494e 16 1% 5% 3 14-16d 6-16d I HGUS26 494c 12 1N 5% 5 2D-16d 8-15d LUS28 434 18 1956 63i 1% 6-10d 410d J MUS28 634c 18 194c 69% 2 8-10d 8-10d 11 HGUS28 1 6% 112 1% 1 T6 1 5 1 36-16d I 1215d E LUS210 1 41/4 1113 1% 7% 1% 1 8-10d 410d 1 II HUS210 8% 16 1% 9 3 30-16d 1D-16d 1.See table on page 133 for allowable loads. 1'f 1Y,diorfert • C. ., H s � �W—/ B 6 LUS28 6HHUS210-2 (Truss Designer to provide fastener quantify for connecting multiple members together) 6MUS28 SIMPSON StrongTie HUSC Concealed Flanges (not available for HHUS, HGUS and HUM) th neuuceu neei height ® Double Double Shear Dome Double Shear Shear Nailing Nailing Side View Nailing Side Yew 41 (available on Top View Do not bend tab' some models) U.S. Patent 5,6M,580 • ,�e��-�•�•DF•1111gwabieloads��� SPADoivahleLoads 5PF/HFAUowahleLoads Model No. —�: �UpG : oor— F31r cool = =Mind �a60_ 16gj Uprdr (160) Floor ' (10D) Snow (115) Root (125) Wind (160) UPW (16D) Floor (100) Snow (115) Roos (125) Wind (160) Code pef. SINGLE2xSIZES W524 490 670 765 B25 1045 490 725 B30 895 1135 420 575 1 655 705 895 ILUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 'I MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1255 1370 15M 17 F6 L17 HUS26 1550= ; 2.24••, 095 335 3 5 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26 .�._ 3-,5 9,0 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 17.L17 WS28• a] 5 - + 1)D - __ 36t1 ZSQ 1165 1200 1365 1480 1835 075 1165 1475 �IJMUS2B 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 690 1630 2275 17,F6,L17 THUS28 2000 3965 4120 4220 4335 2000 379D 3960 4070 4335 035 3125 3435 IHGUS28 3015 6745 6970 7125 7275 3D15 6460 6705 6870 7275 T4960 5160 5290 5745 17,L17I LUS2107j65�.340. 525ESp`09 G[G; 1165 1445 166D 1795 227D 13D5 1415 1745US210 '�3DDUs:' -0 �� �995'•'.f —q7- 3000 4105 4310 445D 493D 3315 3425 3815 17, F6, L17 132 ote: For dimensions and fastener information, see table above. See table footnotes on page 133. a 0 :PlaledlrirssCo oe'cm =s-� .,z-,z-. T� g:_,� e-ed.- yWnnifr -•�'. wwT-. �'�:.TT�vuC.•r .�+'.is•ry�-'� �r -+�C• `a�i .'. • _ FACE MOUNT HANGERS c These products are awfiable with adddional corrosion protection. Additional pmducfs on P These products are approved forinsiallation WM the Strong -Drive SD Sbucturaf- this page may also be ava0able with this option, check with Simpson Strong -Tie for details Connector screw. See page 30 for Me correct substiktion and SD screw size Dimensions I Fasteners .;.DF%SPAtlmra6fe Loath°=' .a:.� •._.> _•... _. •. SPF/HFNlowabte Loads ModelMin. No. Heel Ga.ti1 Code Ref. Carried llplitP; d. ,.4.• :Floor:: _t_.s Snmv�: __•., ;iAoot ,r.Z::. =Wind UPIM, Floor Snow Roo[ l4md Heigh W H 11 IC-0-Ill Member Member :`(160js;DO)�=(11.:'i(125):. •:(160j_ (i60) (10D) (115) (125) (160) DDUBLE&SiZES LUS24-2 2% 18 33e 31A 2 4-16d 2-16d 440 800 910 1 985 1250 380 660 780 B45 1070 LUS26-2 4�ic 18 3'/. 4�/e 2 416d 4-16d 116 1000 680 1010 1090 1385 17, F6, L17 HHUS26-2 434c 14 39c 5% 3 1416d 616d R 5L '-75 QE =: 78$155t_3405.:A26S_ 1335 2390 2710 2925 3655 HGUS26-2 445s 12 No 5chc 4 20-16d 8-16d ' 2]55E? ;A35S` ' 9Sj5r; =�SZ3D', f`5 , 1855 3750 4200 4500 4795 f/, L17 LUS28-2 4% 18 334 7 2 6-16d 4-16d 1165 1315 1500 1625 2060 100Q 1125 1285 139D 1765 HHUS28-2 6%s 14 3Ys 7% 3 7216d 8-16d 2000 4210 4770 5140 6440 1720 .3615 4095 4415 5375 �'L17 HGUS2B-2 65s 12 BY. I M 4 36-16d 12 16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17,L17 LUS210-2 6nc. 18 3% 9 2 8-16d 6 i6d 11.7 5, ss 8" �0� :2265_ U:+ 150D 1565 17B5 1935 2455 HHUS210-2 834 14 334c 8'/. 3 30-16d 11-16d '4UD__ A635 63((0 688b ` ��7165 : 3525 4835 5270 5380 5755 n L17 HGUS2iD-2 VAr, 12 3%, 9% 4 46-16d 16-16d F4095� ��J 001• 9�DOy, 9100+ e�3]UO.i 3525 7465 7730 7825 7825 17,117 TRIPLE 21 SIZES HGUS26-3 419c 12 41% 5% 4 20-16d 816d 2155 4355 4875 5230 5575 1855 3750 4200 4500 14795 HGUS28-3 6% 12 4% T/. 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 HGUS210 3 8'iSc 12 4% 91/ 4 4616d i616d 14_096Lt- Q �91D0:', _ up "9i 00:s 3525 7825 7825 7825 7825 f/, L17 HGUS212 3 10% 12 4% 10% 4 56-16d 2D-16d 5D45 9600 9600 96DO 9600 4335 8255 8255 8255 8255 HGUS214-3 12% 12 4% 12% 4 66-16d 22-16d 5515 10100 1010D 10100 10100 4745 86B5 8685 8685 8685 DUADRUPLE2x SIZES HGUS26-4 1 5% 12 No 5'hs 14 1 20-16d 8-16d 2-035 . �987� ;�Z3(1� � 5�� : 1855 3750 1 4200 45DD 4795 HGUS2B-4 7Y. 12 6-'A, 7i5s 4 36-16d 1216d a�35 46 - _ 4 = 4Ga at, .46rr 2785 6415 6415 6415 6415 f!, L17 HGUS210-4 9'/ 12 6Y% M 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 W,,FS,L17 HGUS212-4 1034 12 634i. I(PA 4 5616d 2016d T_U45-_96pQa; 6p =� z 9600 (i0.' .4335 8255 8255 8255 8255 HGUS214-4 12% 12 M 12% 4. 66-16d 22-16d `5515=101 0 r�D1D0.c• U1DD" 0 0 : �g 4745 8685 8685 8685 8685 17,117 4x SIZES LUS46 4% 18 3§ic 1 4% 12 4-16d 416d 1165 1030 1180 1280 1625 1000 860 1010 10W 1385 1/, FS, L17 HGUS46 434c 12 3% 43% 4 20-16d 816d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17,L17 HHUS46 4%, 14 3% 5K. 3 14-16d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3655 LUS48 4% 18 BY. BY, 2 6-16d 416d E`1165 1315, 5 1625� `• bk,' 10DO 1125 1285 1390 1765 HUS48 6% 14 3%s 7 2 6-16d 6-16d 55 _, 5.95` 815 1r 96_= '1474; 1550 1365 1555 1680 2115 V. F6, L17 HHU548 5f4 14 3% Tk 3 22 16d 8-16d '`20DD 4215^-'� - 150 44D' 1720 3615 4095 4415 5535 HGUS48 67Ac 12 3% 716c 4 36-16d 12-16d 235 ' 46 4; 6_ �460 T460_. 2785 6415 6415 6415 6915 17, L17 LUS410 SA 18 3Vs B3; 2 8-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 HHUS410 8% 14 3% 9 3 30-i6d 10-16d 3"J' 890 7165 3440 4835 548D 5910 6165 n FS.L17 HGUS410 8'hc 12 3% 9 4 46-16d 16-16d 4100 9100 3525 7825 7825 7825 7825 HGUS412 10M..12 3% 1D%s 4 56-16d 2D-16d 6 l3600 4335 8255 8255 8255 8255 17, L17 HGUS414 11'Ac 12 3ii 12'rSc 4 6616d 2216d 1U0 '10' 61 4745 8685 8685 8685 8685 1. Uplift loads have been increased 60%fir wind or earthquake loading with no further T ANSITPISPF, T-ANSITPISP and T-MSrrPIDF for allowable loads that consider Increase allowed. For normal loading applications such as cantilever construclion ANSUTPI 1-209 wood member design criteria (see page 20 fordetatls). refer to Simpson Strong -Tie' Connector Seiectm'sotiware or conservatively 5. Loads shown are based on minimum of 2-ply 2x carrying member. With 3x carrying divide the uprdt load by 1.6. members, use 16dx2W nails Into the header and 16d commons halo the joist with no 2 Wind (160) is a download rating• load reduction. With single 2x carrying members, use 10dx114 nags Into the header 3. Wmimum heel height shown Is required to achieve full table loads. For less than and 1 Dd commons Into the joist and reduce the load to 0.64 of the table value. minimum heel height, see technical bulletin T REDHEEL (see page 215 fordetarls). iL HAI :16d = 0.162' dia. x 3'W long. Tress chord cross -grain tension may Omit allowable loads Refer to technical bulletins See page 24-25 for ocher nari sizes and Inforrnation. 0 133 En j p eared.iNand &Structural Cnmpesite Luri' "onnecturs.'. . Dimensions Fasteners Allowable Loads rcl,ualModel No. Ga Mm/ DF/SP Species Header SPF/HF Species Header Code W H B Max Face Joist Uplift Floor Snow Roof Floor Snow Roof Ref. No 134' 21L (160) (100) (115) (125) (100) (115) (125) M' HU416/HUC416 14 e m 2016d 8 1Dd 1515 2975 3360 3610 2565b2894531103%s 13% 2% Max 26-i6d 1210d 2015 3670 4365 4695 333D 764045 3%x18 HGUS412 12 3% 10'34s 4 - 56-i6d 20-16d 5045 9600 9600 9600 8255 8255 8255 HGUS414 3% 1234s 4 - 6616d 22-16d 5515 10100 10100 iDiDO 8685 8685 8685 HUCQ412-SDS 14 Ws 11 3 - 14-SDS'/,'x2%- 6-SDS'/,'x %' 2510 5460 •5560 5560 3930 40 00 4D00 HU68/HUC68 5'/, x T/, 14 514 5'% 51Ys 51% 2%z 2'h Min Max 10-16d 4-16d 900 1490 1680 1805 1280 1445 1555 14-16d 6-16d; 1345 2085 2350 2530 1795 2025 2180 HGUS5.50/8 12 5/26% 4 - 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 HU610/HUC610 5'h 7% 2'k Min 14-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 14 5%7% 2% Max 18-16d' 8-16d 1795 2680 3020 3250 2305 2605 2800 9'e/9'h j HHUS5.5D/iD HUCQ610-SDS 5'% 5'h 9 3 - 3016d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS5.50/10 12 9 3 - 12-SDS Y'x2'4' 6-SDS 1145c2+/' 2520 4680 5380 5715 3370 3875 4115 5'h 81Yi6 4 - 46-i6d 16-16d 4095 9100 9100 9100 7825 7825 7825 HU612/HUC612 51A 9% 21h Min 16-16 6-16d 1345 2380 2685 2890 2050 2315 2490 5Y,, x ",�HHUS5.5q/10 14 5�� 9% 2'/z Max 22-16d 8-16d 1795 3275 3695 397D 2820 3160 3425 11'/,-11�/ 5% 9 3 - 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 �IIHUCQ612-SDS 5'h 11 3 1 - 14-SDS Y' 9'A' JHGUS5.50/12 12 5'% 10'h 4 , x 6-SDS /,5c2h 2520 5315 5315 5315 3825 3825 3825 - 5616d 2D 16d 5D45 9600 9600 9600 8255 8255 8255 I,IHU616/HUC616 5'h 12% 2'h Min 2D 16d 816d 1795 2975 3360 3610 2565 2895 3110 5% x14 HHUS5.50/10 14 5 12'Ys 2Y Max 2616d 1216d 2695 3870 4365 4695 3330 3760 4045 HUCQ612-SDS 5% 5'h 9 11 3 - 3D-16d 10-16d 3735 5635 5380 6880 4835 5480 5910 �HGUS5.50/14 12 3 - 14-SDS Y'x2'%' 6-SDS'/,'x2%' 2520 5315 5315 5315 3825 3825 3825 51A 121A 4 - 66-16d 22 16d 5515 101DD 101D0 10100 8685 8685 8685 III U616/HUC616 5% 12'34s 2'% Min 2016d 8-16d 1795 2975 336D 3610 1 2565 1 2895 3110 5'/,xi6 HUS5.50/10 14 5'% 1214s 2% Max 26-16d 12-16d 2695 3870 .4365 4695 3330 3760 4045 UCQ612-SD5 5'% 5'h 9 11 3 - 3D-16d iD-16d 3735 5635 6380 6886 4835 5480 5910 GUS5.50/14 12 5+% 3 - 14 SDSY'x234' 6-SDS'/,'x2'N 2520 5315 5315 5315 3825 3825 3825 12% 4 - 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 �U616/HUC616 5'% 121Ys 2'h Min 2D-16d B 16d' 1795 2975 3360 3610 2565 2895 3110 5'/, x 18 V FIHUS5.50/10 14 5'% 5'% 12% 2'h Max 26-16d 12-16d 2695 3870 4365 4695 3330 3760 4045 PCQ612-SDS 5% 9 ' 11 3 - 30-16d 10-16d 3735 5635 6380 6880 4835 548D 5910 0' US5.50/14 12 3 - 14-SDS Y,'x2r4' 6-SDS'/,'x2'h' 2520 5315 5315 5315 3825 3825 3825 b41D-2/ 5'% 7'% 12% 4 - 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 YC410-2 9% 2'h Min 14-16d 6-16d 1345 2085 2350 2530 1795 2025 2180 7 x 9'/"9'h HNUS7.25/10 14 7/ 7% 914 2A Max 18-16d B-16d 1795 2680 3020 3250 2305 2605 2800 H(. US7.25/10 12 7Y 9 8% No 4 - - 3D-16d 46 10-16d 3735 5635 6380 6880 4835 5480 5910 lx n4uguz-z 11Y,-11'/ HHUS7.25! HG;US7.25/ H ,414-2/ H IG414-2 7x14 HHUS7.25/1 H S7.25/1 Hl},14-2/ HUC414-2 7x16 HHHS7.25/1 HG:PS7.25/1 HLJ 4-2/ HU 7 x 18 14-2 HHU,S7.25/1 HGU5725/1 7x14 to 30 For atldition See footnotes on page 105. 14 1D 12 12 0 4 al 7%11'% T/ T/ 7Y 11% 9 10% 234 Min 2% Max 3%s - 4 - 16d 16-16d 22-16d 30-16d 56-16d 16 i6d 616d 8 16d 10 i6d 2D-16d 4D95 1345 1795 3735 5045 9100 238D 3275 5635 9600 9100 2685 3695 6380 960D 9100 2890 3970 6880 9600 7825 2050 2820 4835 8255 7825. 2315 7825 2490 3180 3425 5480 5910 8255 2895 8255 3110 14 0 4 12 7% TA T/, T/ 13% 1334 9 12% 211 Min 2% Max Ws - 4 - 2016d 26-16d 3D-16d 66-16d 8-16d 12-16d 10-16d 22-16d 1795 2695 3735 5515 2975 3870 5635 10100 3360 4365 6380 iD100 3610 4695 5880 10100 2565 3330 4835 8685 3760 4045 5480 5910 8685 2895 8685 3110 TA 13M 14 Ti5 13�/ 0 T/ 9 4 12 7Y 12Ys T/s 13'% 14 T/ 13% T/, 9 12 T/ 12'/,s hangers see HGU/HHGU 21 Min 2'h Max W. - 4 - 2A Min 2% Max We - 4 - on page 107.- 20-16d 26-16d 3D-16d 66-16d 20-16d 26-16d 3Qi6d 66-i6d 8 16d 12 16d 10-16d 22-16d 8-16d 12-i6d 1Di6d 22-16d 1795 2695 3735 5515 1795 2695 3735 5515 2975 3B70 5635 10100 2975 3870 5635 10100 336D 4365 6380 10100 3360 4365 6380 1010D 3610 4695 6880 10100 3610 4695 6880 10100 2565 3330 4835 8685 2565 3330 4835 8685 3760 4D45 5411 5910 8685 2895 8685 3110 3760 4045 5480 8685 5910 8685 19, L12, F8 19, F23 19, L12, F6 19 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, FB 19, F23 19, L12, FB 19, F23 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, F8 19, F23 19, L12, FB 19, F23 MINIMUM GRADE OF LUMBER �, Top Chord 20 SYP #2 SPl' $1/#2 or bettor Bolt Chor4 2x3(+) OR 20 SP #2N OR SPF #1/#2 or baktor Webq 20 SYP #3 or butter (11)'24 MAY BE RIPPED FROM A 20. ('ITCHED OR WARE) (0e) AITACH EACH VALLEY TO EVERY SUPPORTING TRUSS, WITHI (2) 10d BOX (0,130- x J-01 Nall TOE—NAREP FOR F1iC 200;. ASCE 1 -PH WM, _ MEAN HEIGHT. ENCLOSED BUILDING, E%P. 0. RESIDENCW, WIND TC DL-5 PSF- CUT FROM 2x8 OR IAROER AS REQUIRED 4'--0" Max • WZN 'Yx+ CIX 1x3 6'-08rMax Spacin 20'-0" Max (**) .' SUPPORTING TRUSSES AT 24" O.C. MAXIMUN SPACING, TRUSS COMPANIES UNLESS SPECIFIED ON ENGINEER'S SEALED DE510N, APPLY 1x4 "T"—BMCE, BOx LENGTH 6r WC(H. VALLEY jEB, SAME SPECIES AND GRADE OR BEITER.ATrACHEO EWQVALLY SpACE,O-FUR YEfrTICAL VALLEY WEBB GREATER THAN 7 -9-- BRACING, MA(IMUId VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'-0", TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WrrHl IN70iAIJAI N ACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS oil OR'ILiNS AT 24" 00. OR AS 0TAERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN BY VALLEY�TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON ENCINEERS SEALED -DESIGN. N (x,#)RUSS bE�NEATH 1NE VALLEVII9 MEASURFDFAL NO TH. SLOPE OF OF THE 70PORD FCHORD . (ee) LARGER SPANS VAX BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES HOT E%GEED 12 —0 . BOTTOM CNORp MAY BE SQUARE OR PITCHED CUT AS SHDWN. (2)12d ISQUARE CUT SQUARE CUT (**)TOE NAIL V T10M CHORD wIIx W9x BOTTOM F ORD , VALIE'{. OPTIONAL STUB OPTIONAL HIP END VERTICAL • JOINT DETAIL se►F W/ c= r— rn T r-t j—=1 Erection bracing Is not Iho rasponsiblllly of from designer, plalo monuh Or train fabrlcalor, persona arcclinqp Uvasea are ooulloned to seek profs odeice regardingg traction bracing which Is Ginaya required ID prevent I Fort Pierce Division and dominVlq LtIng erection; oW permonenl timing which may be regr ZBSO N Pierce to hrroy, 0 aPP�allona. 5ee'81:94I Summary shout Commenlop and Tian Fort laroti FL �495 Oolkns for bond hlTllaNng do bracing metal plain conneclad wood 1Rwm (000)232—DSOB f�a 2)404—h1B0 Tmu an to be u tcled and faslensd In lostened In a almighl and pplumb Fax:(77Z) i B—aa16 thsn no ahsaling b a plied dGecly IQ the (oPP chords, They shall be 6ro specined on The bass Seslgn. Trusses shun be lronme wilh nmaOaND can erecVon Is ml da . FRAMING adlna TO LL 20 20 PSF TC DL 10' 1 15 PSF 60 DL 10 10 PSF BC LL 00 00 PSF TOTAL LOAD 1 40 45 PSF DIINGIIDH MDR 11.25 1.25 ,r 4J Gah a e oo c C3 SPF J a HF o y SP N DFL. j V SPF a� o HF d SP DFL • SPF E U o HF ry N SP m ,- DFL .--Prue IDile�teki .e�nm w9rit-ZIH4T. ENCLOSED I,-'1.25 EXPOSURE C1' Brace NO �` a c• -groupuluuP oFiouP A- Brcow Group A Group 6 Group A Group IT 0 ®p3A 0 eup6B A GrouPz t2-11" 13-3" HEM—F1R Z 3 —4' 0 —t o' 6 —D' a —11"'— " S WE— E- 6-6. 6._6" g .3• g-3' 10-1" 10-1 12 11 12-11°tt 8 —3" B -3 D —0 10 —0' 1Z —11' 1Z'-11" 1 2 STA9NOA vR D 3 STANI _ _p• e —p 6 —e t t —e t �6� 3 SO ERN PINE 7 6 GOUlow R—LARCH 3 7 _g• D'-3' B —11' 10 —1 p" 11 —6' 12 —11" 13 —11' 3 —1 STUD STUD 3 7 6 —10' 6 —3' 6 - 1' p _4• 1 O —4" 12 —11' ' 2 , _.• is _o S —0' 6 —B' 6 —6 6 ^3. 6 _p ,,, —.+ I p —3" 12 -17' 15 —T ��pppp 51ANDAFiO SOUTHERN TRUSS COMPANIES W" GABLE 'TRUSS DETAIL NM01 UYE LOAD DEFLEG71ON CRITERIA IS LA40. ER PRO INUOUS BEARING tp PSF ' �RDIEAD LOAD) GABLE ENO SUpPOT LOAD FROM 4'-0" " OUTLOOKERS WITH 2 —0 pyQrHANO,OX 12 PLTWoOD OVERHANG. p qCH EACH "k ,BRACE WITH 10d NAILS. �) FOREN(t L BRACE. SPACE NAILS AT 2 OC. It•1FOR 7a aRL 13RACCESi"SPACE � AT 3� OC. EN . ZONES ANO S OC. BERYEEN ZONES, NBBRACIER MUST BE A MINIMUM OF 609 OF WEB OAB VEFiiI P EeP VERTICAL NO OE LESS THAN 4—O 1tt4 OR 20 GREATER THAN 4-0", BUT 2x4 LESS THAN 11'— 11 —a6" z,ex4 GREATER PEAK SPLIDE AND HEE4 PLATES, 0 R REFER TO CHART ABOVt rvn W-^ .x•w••-- 1/r/ C= i Ncgon bracing Is nol Iha raaponaibmly of Inca doalpner, plalo mmtufaclurar nor he lal6dcalor, penone eroaUn% Irmm ale cwlbnad to look pmfewunal afte ragarding tmtc[lon bradng w ich le altrttya required to proYent loppling land dgmImIng dining W0119nl Lind pmnomnl bracing which may be required In Fort P I e rce D lv1 s I o n gpeclllg applicollom. Sala Tal-111 5ummmy sbool Cammonlmy mrd recaTmsn- 25g0 N. Kinga HI hrray, ddoia far handnng, bldamng' lr brecing malai p1g1e conneclgd Hood lttuaee Fort Plerco, FL 34951 Tiveaea to bo ereeled and foa[oned bI fademd In a ebolghl and pphind+ pgmllmt (BOG)232-0500 T772)464-41 Bp when no eheaCno to la pQad diraolly to the lap chords, [hay shun bla traced as Fax:(772)3j16-0016 spacHlad tin Ihs Iruta Soolpn. Tnraeoe ahag ba andlo ailh teaegnablg care dining rmum to rrml d Maximun Total Land so PSF SPACING AT 24" O.C. -Typicex PiggYbo Top Chord 20 SYP #2 or Boil Chord 2x4 SYP A or Web® 2x4 SYP #3 or REFER TO SEALED DESIGN FOR DASHED PLATES SPACE PIGGYBACK VERTICALS AT 4' OC MAX. T NOWT DIBOTTTO LM WCHORDER SSPUCES. MUST BE STAGGERED 50 THAT ONE SPLICE ATTACH PURLINS TO TOP OF FLAT TOP CHORD, IF PIGGYBACK IS SOLiD LUMBER OR THg BOTTOM CHORD 19 OMITTED, PURUNS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER To ENGINEER'S SEALED DESIGN FOR REQUIRED PURUN SPACING. THIS ��VErAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: MPH WIND, 30' MEAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN ROOF, 1 ML FROM COAST CAT 1, EKP 0, WIND TO DL-5 PSF, WIND BC DL- PSF 140 MPH WIND. 30' MEAN HOT. 6�Dg a 10 ENCLOSED BLDG. LOCATED ANYWHEfi N ROOF WIND TC DL-B PSF WIND BC OL-S PSF. WEB BRACING CHART WEB LENGTHI REQUIRED BRACING 0' TO 7'9" NO BRACING 10 "T" BRACE. SAME GRADE, SPECIES AS WEB 7T TO 10' MEMBER, OR BETTER AND 807. LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. 20 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBEROR TH OF WEB AND BNAILS ATOX MEMBER. ATTACH�WITH 16dER 4" 0/C -JOINT- TYPE - — S ANS=UP=T0 - 30 34' 38' 52' A 2x4 2.5x4 2.5x4 3x5 B 4x6 5x6 5x6 5x6 C 1.50 1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 *ATTACH PIGGYBACK WITH GNIU1/2" COX PLYWOOD WITH 4-#5d NAILS IN EACH BOTH FACES 94 -v V-C. MAX. W cs tr tr—s o Q--o S;P Erection bracing is not the responsilift of hose designer, pole mamdacturer nor Irues fabricator, persons erecting hussar are cautioned to leek profess1o11o1 J' OWNERN advice regardmg erection bracing which Is always required to prevent lopprmg �+�7 Fort Pierce Dlvisflan and domtnohg during emlion; and Permanent bracing which may be required to 1,17iVs+� 2580 a ce Htg vi Ifir a applications. See 'BLSI-B) Summary sheet Commen(my and recommen- Fe N.Kings Pierce, ft 349s daltans for handling, Waring do bracing meld plate connected wood tnmm' (MP COMPANIES (B00)UZ-0509 (772)464-416o 7nmis are to be uecled and fastened in loslened in a draighl and pphlmb position a,u"/r'•..,,.uu.m,m...a.� Fox:(772)316-0016 where no sheul is apPpried dhectly to the lop chords, they shall bs braced as specified on the truss deslgn. 7msses shall be handle wllh reasonable core during uccucn to pmml damage. -•_-- 1 Maximun Loading 55pef at 1.33 -Duration Factor 50psf at 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING AT 24" O.C. SCAB -BRACE -DETAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T-Brace) is impractical. Scab must cover full length of web +/- 6". *** THIS DETAIL IS NOT.APLICABLE WHEN BRACING IS **' REQUIREDAT''U3•POINTS OR I=BRACE IS'SPECIWED.• APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d 1,3"X 0.131") NAILS SPACED 5"O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. ' ' MAXIMUM WEB AXIAL FORCE = 2500 Ibs MAXIMUM WEB LENGTH =-IZ-T SCAB BRACE 2x4 MINIMUM WEB-S!ZE- MINIMUM WEB GRADE OF #3 Nails\ Section Detall ® Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. II Nailing Pattern T-B�ace size Nail Size I Nail Spacing x4 or 1x6 10d 8" o.c. 2x4 or 2x6 or 2x8 16d 8" o.c. ote: Nail along entire length -of:T-Brace / I -Brace. (On Two-Ply's Nail to Both Plies) .. ' alternate WEB I Nails alternate Nails - Web r k k T-BRACE / I -BRACE DETAIL Note: T-Bracing / 1-Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length: Note: This detail NOT to be used to ccrhVert T-Brace / I -Brace webs to continuous lateral braced webs. _ Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size ' 1 2- 2x3 •or 2x4 1 x4 (`) T Brace •1 x4 (`) I -Bra 2x6 U6 (`) T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8 I -Brace Nails Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 2x3 or 2x4 12x4 T Brace 2x41-Brace 2x6 2x6 T-Brace 2x61-Brace 2x8 j2x8 T-Brace 2x8I-Brace Section Detail T-Brace Web I -Brace k \'A T BRACE T Brace / I -Brace must be same species and grade (or better) as web member. r) NOTE: If SP webs are used in the truss, -1 x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1X bracing material, use IND 45 for T-Bracell-Brace For SP truss lumber grades up to #1 with 1 X bracing material, use IND 55 for T-Brace/I Brace L-BRACE DETAIL 11 Nailing Pattern . L-Bra4te size Nail Siie Nail Spacing 1 �4,'or6 10d 8•° o.c. 2x4, �, or 8 16d 8" o.c. Note: Nail along entire length of L-Brace. (On Two-PVs Nail to Both Elies). WEB I Nails 1 W- / Section Detail L-Brace Web ,-. SPACING L-BRACE Note: L-Bracing to be used when continuous lateral bracing is impractical. L-brace must cover 90% of web length. %Neb Size L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing 1 2 2x3or2x4 1x4 2x6 1 x6 *** 2x8 2x8 be same species grade (or better) as web member.. — DIRECT SUBSTITUTION NOT APLICABLE L-Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 .2 2x3 or 2x4 2M «� 2x6 2x6 *'* 2x8 2x8 *** — DIRECT SUBSTITUTION NOT APLICABLE. i Southern Buss Companies, Inc �',� Truss: Al SOUTHERN 2590 N I� 1 N'ay ProjectNarne: 4085 Late: 76 018 1006309M �,M GO MVPXOOMICOMPANIES 'TRUSS Fat Piero-, F1 34951 Page: IOR (800) 232-0509 (772) 464-4160 (772) 318-0016 Fax Ntlsa0:2017. 1 PWU] DaialLahahQ cesm 1565 span III Penh Qty (xL Cm CANTL CANTR PILES Spec�g VlQDPLY 37-M II' 3/12 14 2-00 2-00 040 040 1 24m 1671bs I!I 41-M 6.2-0 511-12 6-0-4 6-4.4 511-12 6-2-0 2-0-0 6.2-0 12-1-12 18fr0 24-10-4 30.1a0 37-0.0 i 5x5 - 12— 31r 5 12 �3 �� 3x4 / 3x41 4x6 / 4 6 4x6 \ 3x4 / 2 3 7 3x4 \ A b dI 6 1 1 5x6 / 1 Ss® ` 9 T 15 16 14 1x41 13 60- 12' 11 3xs- 60- 10 1x41 0-0-0 0-0-0 62-0 511-12 6.4-4 643 511-12 6-2-0 6.2-0 12-1-12 18fr0 2410.4 30.1D-0 37.0-0 Loading l General (M Summary Deflection IJ (loc) Allowed Lmd B71gcs&: FBCM17/ TC: 0.40(&9) VaCk Mia L/488 (11-12) L/180 TClL: 10 T141--3114 BC: 031(9•IO) VtLL: 038h LW9 12 LrM TCCL: RpMbrl—: )b Wb: 097(612) R.M1 023b 9 BQl-: DOL: 125 % C-ffad.X-20 BCC-: 1 (i¢7(YAvgl:l Reaction Sumlrmry jr D (I8-1*14,7J 100-14,7.1 ftvjlh PA-M-3,14.) (304,1-15J4) I000389Q (Il:l- hbhw VJ% (41-1]}344.) (501%3•10A) (61-12}3J4. QD$1-15J4) (8:1'1733J4) 126038Q. 13:1-123-0A 140034390. h%az d M"(3—LIM M.Wd1wMu Mmsna I FhCMI) 1 4h sxr R. Mb !boob; - -773h -773hs 66M 9 md(Nal) 1 4h Sad mphe 129h absI - -773hs -713hs ohs Material ry gracing Sarninary TC TM LAW, TCB..* 9= daBal u0I-V kd6vbyCb. S(ALALS6' 13)CM02w4 BCHam(c �mhelQAxlmat4f0{\}3aiodeignb/Oha \� 4-12 &'KMS- 13)402c4 6.12 SP(ALS5-2013)#2W Loads SummaI 1)7bi;k-basb.d.�.e4efiedasAm 10pdbdb dvdlsebmd0.dadhads 2)Tbi.I=besbI. aSdsvdkdsha +n .&WW-J0Q�bedbung wdSmiiQd 170mphu F mrtC,Ra'Fad�Cmyd'1Rli�di�('+�3'II(1mIDJAO.ea�l�s40fh50ft h=15$bMFMZ—'fm, mdad—gksdD7-=1f0.0CZ.Wdh4ft 3)hr i— h-.don-AMCTabbI6W.Ib b—;pW li Member Forc Summary " TaUhd-M-b�>go TC 15.1 0223 29hs 4-3 0293 -3JI51a 8-9 0397 1-2! 0397-4,Mlbs 56 on -3J15Is 9-16 Qffi 29h6 24 03fii-4.155hs &9 039 4155hs BC 9.10W11 ) Q413 39%In (993s) 4 44805bs (269bs)10491 10-11 485h 111-12 -211401111ss2-13 Q413 3976 - hs 141 0- 48a5hs Isl Wbs 2-I4 0082 215N 4-12 092 -IJ34hs &I1 Q162 424hs 011.) 2-13 3Ahs S12 Q418 108N (44W) 8.11 0M -vibs I0628 413 474bs (41M) 6.12 M -1J34hs 8.10 0M 215hs IQ162 NQhs