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<br />t~!:[M7fJiiidii~bt~)i:!;*;B~;I~~\~~\~;;~;i;;?;:~;;;~;';),&~f';-;}~i!.;{?i;t:~i,i;:t1~t0~;lt~lf5.i~t~~?4~~ilf$fB:a;;~~;f~~!i~ittJt~~~fJ{Rif.~iJj;,t01~f~!W&%!j:;;1);;%;ru <br /> <br />ml11EII <br /> <br />HSS/5S Stud Shoes - <br /> <br />Stud Shoes reinforce studs notched in construction. They are NOT a total <br />replacement of removed material. Installs over pipe up to 2%' outside diameter. <br />HSS2-3 is designed for tripie 2x studs. <br />HSS Stud Shoes provide tension load capacity as well as increased <br />compression loads. Fiared flange provides greater strength. <br />MATERIAL: 16 gauge. FINISH: Galvanized. <br />INSTALLATION: Use all specified fasteners. See General Notes. <br />. HSS: Bend flanges at 900 angle during installation, <br />then bend back and screw into position (screws supplied). <br />. Bend flanges one cycle> only. ..,/ . <br />CODES: See page 12 for Code Listing Key .Ghart. <br /> <br />HSS2-SDS1.5 (16 gauge) Heavy stud shoes to reinforce and protect single <br />2x studs where pipe is located. Uses 12 SDS% x11f2 screws (included). <br />International Residential Codee- 2000/2003 R602.6 and P2603.2.1 <br />International Building Codee. 2000/2003 2308.9.10 & 2308.9.11 <br />LC.B.D.-Uniform Building Code -1997 2320.11.9 & 2320.11.10 <br />International Plumbing Code - 2000/2003 305.8 <br /> <br />HSS2-3-SDS3 (16 gauge) Heavy stud shoe for triple 2x stud. <br />Uses 12 SDS%x2 screws (included). <br />International Residential Co dee- 2000/2003 R602.6 and P2603.2.1 <br />International Building Code"- 2000/2003 2308.9.10 & 2308.9.11 <br />International Plumbing Code - 2000/2003 305.8 <br />LC.B.D.-Uniform Building Code -1997 2320.11.9 & 2320.11.10 <br /> <br />SS1.5 (16 gauge) stud shoes reinforce and protect plumbing in 2x. <br />International Residential Codee- 2000/2003 R602.6 and P2603.2.1 <br />International Building Codee - 2000/2003 2308.9.10 & 2308.9.11 <br />International Plumbing Code - 2000/2003 305.8 <br />LC.B.D.-Uniform Building Code -1997 2320.11.9 & 2320.11.10 <br /> <br /> <br />12-10dx1% <br />12-10dx1% <br />12-10d <br />14-10d <br />ci_:HS.S2-SDSt;5,'\}2x;::.j2-S[)S~)(I% <br />:,'HSS2~2~sbst:i2i2)(,:'r1_Z~S[)SY4)(3 <br />.:H$S2:3?SDS3:i,~3~2X~I~J2:'.SDSY4xt' <br />:.HSS,ifcSOS31':;{,; ~.2H~t' ;.,7:tZrSpS1J.*3:i <br /> <br />1. Roof loads are 125% of floor loads unless limited by other criteria. Roor loads may be adjusted <br />for other load durations according to the code, provided they do not exceed roof loads. <br />2. NAilS: 10d = 0.148" dia. x 3"'ong, 10dx1'!2 = 0.148" dia. x Wi' long. <br />See page 16-17 for other nail sizes and intormation. <br /> <br /> <br /> <br />HSS <br />US Patent 6,176,057 <br /> <br />k <br /> <br /> <br /> <br /> <br />~ <br />I <br />2'/16' <br />~ <br />20/. <br />1- <br /> <br />HSS2-3 <br /> <br /> <br />STEP 2 <br />Bend HSS (HSS2-3 shown) <br />flanges one time only. <br />Screw into position. <br /> <br /> <br />:1 <br />t <br />r <br />j <br />, I <br />1 <br />. i <br />I <br />j <br />j <br /><. j <br />.( <br />'I <br />I <br /> <br />I <br />I <br />1 <br />1 <br /> <br />; <br /> <br />I <br />I <br />.~ <br />i <br /> <br />STEP 1 <br />Install HSS (HSS2-3 <br />shown) over stud with <br />flanges bent at a 900 angle. <br /> <br /> <br /> <br />Typical SS1 <br />Installation <br /> <br />~. - :,0<" <br /> <br />~ <br />l:) <br />~ <br />c:: <br />ClI <br />... <br />ii) <br />~ <br />/I) <br />... <br />!;: <br />.. <br /> <br />The RPS meets IBC, IRC, UBC and City of Los Angeles <br />code requirements for HVAC and pipes in walls. <br />FINISH: Galvanized, some products available in ZMAX. <br />See Corrosion-Resistance, page 6-7. <br />INSTAllATION: Use all specified fasteners. See General Notes. <br />CODES: See page 12 for Code Listing Key Chart. <br /> <br />RPS28 (16 gauge) to reinforce top plate, and <br />RPS28Z (16 gauge ZMA)(TM) to reinforce sill plate. <br />International Residential Codee. 2000/2003 R602.6.1 <br />International Building Codee- 2000/2003 2308.9.8 <br />LC.B.D.- Uniform Building Code -19972320.11.7 <br /> <br />. Avai/;IJle with additional corrosion protection. Check with factory. <br /> <br />I, <br /> <br /> <br />.1 <br /> <br />c.5 <br />~ <br />o <br />"-' <br />w <br />;::: <br />'" <br />z <br />o <br />a: <br />I- <br />en <br />z <br />o <br />en <br />"- <br />:;;: <br />en <br />on <br />g <br />'" <br />-= <br />0> <br />,., <br />= <br />o <br />"-' <br />@ <br />'" <br />a <br />a <br />'" <br />o <br />0> <br />o <br />~ <br />"-' <br /> <br />SS <br /> <br />~-i: <br /> <br />RPS Strap Ties <br /> <br />I <br /> <br />.. <br />. <br />It <br /> <br />I S'h'-RPS18 &22 I <br />~ 12'- RPS28 =-l <br />RPS18 <br />RPS22 <br />-RPS28 (INCOMPLETE NAIL PATTERN SHOWN) <br /> <br />RPS <br /> <br />~ <br /> <br /> <br />1. loads include a 33% or 60% load duration increase on the fasteners for earthquake or wind loading, but <br />DO NOT include a 33% stress increase on the steel capacity. Refer to page 13 for further explanation. <br />2. To meet the prescriptive IRe requirement 16d box nails (0.135' dia x 3W) may be used at 0.75 of the table load. <br />3. NAilS: 16d = 0.162" dia. x 3~'-2" lo~g. See page 16-17 for other nail sizes and information. <br /> <br />Typical RPS Installation <br />(Only one strap may be necessary <br />to meet IRe requirements) <br /> <br />.......... Fasteners ;;~ir:fa~~!tDWS~f.~1 Allowable Tension . <br />Model Dimensions Notch (Total) .. loads (SPFIHF) Code <br />Ga <br />No. Width KCi33)};' 'i(160j'.> -(133) I (160) Rilf. <br />. W l Nails <br />RPS18 1% 180/16 ~5W 12-16d 1150 1380 990 1190 <br />RPS22 1% 220/1. <: 5'12' 12-16d '~1150", "'. 1380H. 990 1190 33,96, <br /> 16 1% 220/1. 16-16d :;)535',; 1805;';,' 1325 1585 122,128 <br />RPS28 1'12 280/1. ~ 12' 12-16d 1150 1380 990 1190 <br /> 1% 280/1. 16-16d 1535 1805 1325 1585 <br /> <br />-"'.-- <br /> <br />._~ <br />