Laserfiche WebLink
DRAWN BY: <br /> ELmEcH <br /> Existing rim joist or new 2x <br /> blocking with 8d toe nails <br /> at 6'oc to top plate - m. TYPICAL PONY WALL EXTERIOR BRACING NOTES: Industrial Services LLC <br /> Existing stud wall Maryland 1 Washington DCI Northern VA <br /> Flooring over subfloor 1. Structural panels shall be 15/32" or 1/2" CDX, Oriented Strand Board (OSB), or <br /> 3/8" minimum edge Structural II and shall be installed in accordance with the size, spacing, and 410-530-5364 <br /> distance (typ.) ='�r. . u Flooring joist hardware specifications in Details 2a through 2f and General Notes (Section III, <br /> r _ i Sheet S5 — S7). <br /> 8d galvanized common <br /> i 1/2 floor joist depth <br /> nails at 4'oc L- 1----- _ _._i NOTES: <br /> 2. Nails: All 8d nails shall be "common" nails with 8d shank diameter equal to <br /> .131 inches with full round heads. <br /> New 1/2 inch structural panel - 1---IN Double top plate <br /> 8d galvanized common nails Pony wall stud 3. Leave screens for ventilation holes at anchors unfastened until the anchors are <br /> a 4' oc all edges and 12"oc inspected. No vent holes are required in heated areas, such as finished <br /> at intermediate supports : <br /> (two nails per stud minimum) ! " basements, or exterior panel installations. <br /> Existing concrete foundation <br /> Provide a weather—resistive barrier stem wall. Anchor bolt not <br /> (15# felt min.) to protect the sheathing . 4 b , shown. <br /> Exterior lath for cement plaster < Increase structural panel length > <br /> requires two layers of (10 minute min.) SECTION a distance equal to length of cutout(s) <br /> grade D paper over the sheathing but not less than one stud space. <br /> 1-1/4" to 1-1/2" SEAL <br /> radius on panel edge. Cutout in structural panel for <br /> Do not square cut. piping, conduit, wiring, vents, etc. <br /> Edge nailing ID 4"oc at all <br /> edges of openings <br /> New pony wall stud nailed H • -- ——21.--__: <br /> J11 --@ L i k A --T1----"N to existing with 16d common •i l�= 3 --.-_ <br /> �uG {v }ui eve • <br /> } _) . . • . . _ _ • nails ® 8 oc (3 nails min.) ; ------ -='- ii I. <br /> to allow proper edge—nailing Existing ','I 1 • ,1 <br /> R , ; —— —, I — — — r for abutting panels (typical vent -, :I i. ,I <br /> I.1 i• '1 1'1 I'I for details 2a, 2b, & 2c) F-i----- ;--w-- <br /> 1 1 i. .l i 1 1 1 -..-4---._ 4_ _ 11��I��I���t e ENGINEER <br /> I I I .f 11 I I /' .' ., 4 d 0 0 .�'% C <br /> i__ _ __ 1-_.L _ - - 3. -__ _ _l _ 2 4 t <br /> — -. <br /> (. 4. ' 4 .�« .. Sill plate <br /> � c Existing concrete foundation 9"-12" <br /> from all sil .1°° <br /> l <br /> stem wall. Anchor bolt not shown. plate ends New blocking installed between <br /> 1/2" structural panels studs to permit proper panel 206-784-7275 <br /> edge nailing at cutouts. Use <br /> Joint at abutting shear panels two 16d nails at each end. <br /> (1/8" minimum gap) FRONT VIEW <br /> FRONT VIEW `. w . <br /> PANEL CUTOUTS AND NOTCHING <br /> EXTERIOR BRACING AND CUTOUTS ,DETAIL 5 - 11•W• <br /> RETROFIT it—REMODELING„,---1---‘, <br /> a3 -' , <br /> dI jt <br />