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<br />LUCZ concealed lIanue hanger available for 2x6,
<br />2x8, 2x10 and 2x12 lumber. Ideal for end of ledgerl header
<br />or post conditions, \he LUCZ also provldes cleaner lines
<br />for exposed condItions such a~ overhead decks.
<br />See Hanger tables on pages 74-80. See Hanger
<br />OptIons on pages 200-202 for hanger modifications,
<br />which may result In reduced loads,
<br />LU-Value engineered for strength and economy.
<br />Preclslon-formecJ-:-englneered for Installatlon.ease
<br />and design value.
<br />U-The standard U hanger provides flexibility of
<br />Joist to header Installation, Versatile fastener seleclfon
<br />with tesled allowable loads,
<br />HUIHUG-Mosl models have triangle and round holes,
<br />To achieve maximum roadSi' fill both round and triangle
<br />holes with common nails. hese heavy-duty connectors
<br />are designed for schools and other structures requiring
<br />additional strenglh. longevity and safety factors,
<br />MATERIAL: See tables on pages 74-80,
<br />FINISH: Galvanized. Some products available In
<br />ZMAXS coating,
<br />INSTALLATION:
<br />. Use all specified fasteners. See General Notes,
<br />. HutHUlr-ean be Installed fillina round holes only, or
<br />filling round and trfangle holes for maximum values.
<br />. Joists sloped up 10 %:12 achIeve table loads.
<br />. For Inslallations to masonry or concrete
<br />see paae 156.
<br />. HUlHUC hangers can be welded to a steel member.
<br />Allowable loads are Ihelesser of the values In
<br />the Hanger tables on paaes 74-80 or the weld
<br />capacity - refer to technical bulletin T-HUHUC-W
<br />(see page 214 for details).
<br />OPTIONS:. HU hangers available wllh the header flanges
<br />turned In for 20/,,' width and larger, wllh no load
<br />reduction-order HUe IIanger.
<br />. See Hanger Options on pages 200-202 tor
<br />sloplld andlor skewed LIIHU models, and HUC
<br />(concealed flanDo) models,
<br />. HU only-rough beam sizes available by special order.
<br />. See page 80 for stocked II hanger rough slzas tables,
<br />. Also see LUS and HUS series.
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<br />HU214
<br />Projection seat
<br />on most
<br />models for
<br />maximum
<br />bearing and
<br />secllon economy.
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<br />(LUC26Z SImilar)
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<br />Concealed
<br />Flanges
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<br />Model configurations
<br />may differ from thl1S8
<br />shown, Some HU
<br />models do not have
<br />triangle holes.
<br />Contact SImpson
<br />Strong.Tio.
<br />
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<br />Typical LUCZ Inslallallon
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<br />Typical HII Inslallallon
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<br />Typical LU28 Inslallatlon
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<br />Hue Q /leavv DulV Joist /lallgers
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<br />TIle HUCO serles are heavy duty Joist hangers that Incorporate
<br />Simpson Slrong-lle" Slrona-Orive~ wood screws (50S), Designed
<br />and lesled for Installation at \he end of a beam or on a post, they
<br />provide a strong connecllon with fewer fasleners than nailed
<br />hangers, See page 107 for structural composite lumber hanaers.
<br />MATERIAL: 14 gauge
<br />FINISH: Galvanized
<br />INSTALLATION: . Use all sptclfled fasteners, See General Notes.
<br />. Install Simpson Strong-lle 50S %"x2W wood screws,
<br />which are provlded,ln all round holes. (Lag screws
<br />will not achIeve the same load.)
<br />. For use on solid sawn wood membars,
<br />OP1l0NS:' These hangers cannot be modified, Typical HUCQ Inslallatlon TypIcal HUeQ Installation
<br />CODES: See page 20 for Code Reference Key Chart, on a Posl on a 8eam
<br />
<br />. ThBSBllroducts are ava/labia with additional wrros/on IIroteellon. Additlonalllroducts on Ihls page mayalso be available with this option, check with Slmp.on Slrong-1/a for detail..
<br />
<br /> Dimensions Fasleners Allowable Loads
<br />Model No. .'.''.:..,.:. : ..... ~,F~P, .c .. .. SPF/HF Code
<br /> W H 8 Face Jolsl . ~ Uft\llt:' .:n~;r; .'$Ii.~w' .,.Adt.'. Upllll Floor Snow Raol Ref,
<br /> ., ( ~Ol.". ,n'Sh '. 125), (160) (1001 (115) (125)
<br />HUCQ310-S08 2~1 9 3 8-S0S I4'x2W 4-S0S 'A'x2'h' 1370 3120 3590 3~00 985 2245 2585 2810
<br />HUC021 0-2-808 3',1 9 3 12-!:.n<l1,1;'v?'h' 6-S0S Wx2W 2510 4680 4955 4955 1805 3370 3570 3570
<br />ifuCQ410-SQS> 3Y16 9 3 ~12-S08 Wx2W 6-80S %"x2~:" .:.~~10" ..4680 '4955. '."9~~ (1805') 0370) 3570 3570
<br />HUC0412-S08 3Y16 11 3 14-808 Wx2W 6-S0S 'A'x2W >'UtO'::. . \5460. : ..6560 .'GS60. 1805 3930 <4005 4005 @)
<br />HUCQ210-3-S08 4~ 9 3 12-808 'A'x2'h" 6-80S \4'X2'h' 2510 .4680 4955 4955 1805 3370 3570 3570
<br />HUCQ610~SOS 5'h 9 3 12-808 Wx2'h" 6-S08 'A'x2'h' ';~S2G:: ~6ao.. SaBa:: ..G~I$ 1815 3370 3875 <41t5
<br />HUCQ612-S08 5'h 11 3 14-808 'A'x2W 6-80S Wx2W ..2$~~'.: '531$.., ,..6~1$.: ,~~:mi' 1815 3825 3825 3825
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<br />1, Uplift loads haw bsen Increas6ll for wind or earthquake loading.
<br />Reduce where other loads goI/orn,
<br />2 See page 107 for addl1lonalsnglneered wood products sizes,
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<br />lumber strandslvenssls, values In the tables rellecllnstallatlon Into the wIde faco. Sos technical
<br />bullelin T.SGLCOLUMN lor values on the nmow face (edge) (S88 page 215 fordelaUs),
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