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HomeMy WebLinkAboutTRUSS INFO - 17-00409 - 290 N 1st E - Madison School District - Awning'AL Al shimming Is • Before Instal contact with • Strong-orIVE LGT4 and V( • VGT --- Can b designed to • VGT—Scrap RVD-31 (mit VGT—Thepp achieve a hi( VGT—Whon • VAT—Incrol 204 SIMPSON erTiedatpns � - - - --•= `SErong�ie ,v+ cosy I ° ° ° _' •-, Imple to Install and can be Installed on the Inside or - o ^onnectors also Provide exceptional bearing enhancement 4W' ° %1w ° ° to Icatlons. The LGT series has been extended to Include I o ° — 4-lygirders. ° o + lswppaoaq adown (VG nT1 Is a hlgharcapaclty altemative to the LOT and ° t attaches a side 81 son Stmn Tie° Strong DOW SDS; Ti ' I I -G anew stews m Ula side of truss and features a predaileeted un4.4ar' we it to accommodate top chord pitches up to 8/12 The one flangge concealed for attachmentta trusses with notall. VGT ghost UP& capacity forglyders and can be Installed on U.S. Patant7,7o7,7e5 Info=ta'iu' ' op chord sloppes up to 8/12 to lyw o ° ganga, LGT2- 14 gauge, MGT, LGT3, LGT4- 12 gauge. _ Strang -Tie• gray paint LGT, MGT, VGT- GaNanhed - a he HGT3 Is Used with a 2 -ply girder or beam, id. Fasten tu Got as ono unlit[. others, ensure LGT3-SDS2.5 makes complete ��=4p• of tN1S, - Lef4=� envy -Duly Connector screws Included with LOTS, is, J, LGT3-SDS2.5 the load,led on roof pitches up to 6/12 or on a bottom chord (LGT4-SDS3 slmfiso are configured to allowtordouble Installation on e � �� --' Typical �ry' truss' iras- LGT3-SDS2.5—+'r--I • be Installed InasinAle application or In pairs to Ift fo trusses - I T,. Id onncapacity, Installation trusses with overhangs, apathy VGTR/L f component (provided)so ed) se [hat top of washer Is horhonfal as well as veil top plate. - four large hexagon holes an Intended for CMU and concrete applications.. formason applications, �•,w„�,.� T4 are and with reduced widths ofW=qY;and W=6Vid- 2.6 and LGT4N-T4N-SD53. :oda Reference Key Chart 04. Pas Dan DF/S? SPFIHF Between Fa _ ,,.�_ ',-�.,--. - , •r Owe Nails or Allowable Allowable Code _, : • ' �� Anchor Girder Uplift Loads Upgll Loads Rei. Anchors Diameter (160( (150)) 14-16d Sinkers 16-16d Sinkers 2050 1785 T6 led Sinkers 12-SDS%'x2'A' 6685 2655 80-isdslnksn 16-8089;x3' 4060 2SW Typical LGT2' Installation LGT2 - 1s/ 22-10d 3965 9300 1 -YO tG3D3 /'x3' 4940 3555 gesaemwaaher ' F26 23/ 92�SOS++/x9' 7165 5 5 sUpplkd aM - 2-V. 32-sDS+a/Xd' 8890 6400 mqulred 1-Y 16-S /5C3- 2230 1605 r "_'° HGT-2 2 -Ys 32-S 1A'x3' 5545 9880 ---' 9%� (HGT-5, 1610d 10980 6485 _ ” HG'F4 slmlla4 70/ 2-% 16-10d 10530 9D35 N7, L1G. 's s' 9 2s/ - 16.10d 925D 9250 L16, P16 Inorewsed for wind or 2D601bs,forLGT2and41D01ba,for LGP3 `Iw N��,�.s �.• further Increase allowed, and LGT4(lo-SPNGFvalues use a 0.68mule'➢Ilar), ' oo load far more Information iter to tachniaai butfin Install two LBP/,' washn load =170168. With installation T-HTIEoEkRING, anmy of each amxeM washer sal holes. a, Order tiedowns Installed on the outside ofthe wall requirs aa4S• ((mbl f°urh•Waslers)lorWaod Fs load .410 @s, overhang to echleve table loads. .Installation. All washers and o Fa load -07516x, with Installation 9, Simpson Strong -Tee 6bong-Drive° SDS Heavy -Duty connector screws creecentwashers are requln(. nail holes, ere yermltted t0 be Installed threagh metal has plates as approved Crtacentwaehers are suppled, ler and SPF studs is 9060 the by the Truss Designer, the requlremonts of AN51/TPI 1-2007 @ops varocfisted to either 11 labia toed. seoflons 7,6,3,4 and IL9.2 are mat ((ppre-dolling required through are Instilled to el@era solid header fhe➢lata uslnq a maAimum O' b D!t). e b' 10, NAILS; 164 Sinker=0,141'iia X9+/' on01od: p,148'dla X9'long. z I bowing enhancement loads for Sae pages 22-23 @r other nail sins and fig lad -D IG DFISP allowable load shall be a nunknum M - • •:� hills a,ta -�. bn _ _ �,.\ @e tate-.`.y,\• '_- —' _ S Typical HGT4 Typical MGT Typical VGTR Single Typical VGTDou61e ..Installation with Installation with HDU4 Installation with HDU2 Installallon with HDU4's Full Height Threaded Rod .Truss Uplift Connection Guide Slmiason UoliftRatine# H1 585 H2.5A 1 600 H2 -5T 1 545 H3 1 455 HS.45511 Hit 1 95011 H8 1 745 H10A 3140 H10-2 760 LGT2 2050 4940 SDWCScrew S WC 515 L84 4 uollellglsul ZLH . uapellelsul (slop p6e9 at PNS 9H (salad dal Wag Wul speN) uailepersul ls'ZH ; Wiz. •''- _ (sWeld'dW Wcq Wul speN) uapepelsul tl5'ZH - eW �WJ OuoI,R4e'gIP.48L'O=6lu� -Buol•m4e11P4SVO',Hfiuojsx-SIP.B 0 -outlet 4SIA'SINU Wim Pa plSul valegt au ytlm alae uc}aecyal1aeWq a1°ssppl we vogu m042 aneyt eleluolp'aln paonpal vol pwusa at iaivaa) layw wo eweaa ¢InemoOa lot 9NMv3gal1H 9Zd _ 5Zd'BLl'Ldl — OCl — 9N 9l'Lll — m, i 5Zd 941 4dl SL4 I OL4 — .I sad'an'sl'tN _ 9Z.d'94l OR Ti Ol9 9Ld'L41 — aw'91's1Ill 993 56d u6nepelsul ; <; allld dol a1 PNs 9H .SF• _•y_r (S 01011601 aas) uallgllglsul . 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