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DRAWN BY: <br /> ELmEcH <br /> 1/2" structural panels 1/2" structural panels industrial Services LLC <br /> • . / ,/ i rr ra YVar la torn Northern VA <br /> o Doule top _ Double top I Fasten structural panels with <br /> +, plate _ Fasten structural panels with o plate -•� 8d common nails at 4"oc at 410-530-5364 <br /> 8d common nails at 4 oc at s I " <br /> oPony wall I all edges and at 12"oc at > •PPony wall I all edges and at 12 oc at <br /> n- stud ► intermediate supports -= stud intermediate supports <br /> • (two nails per stud minimum) .c.,-, (two nails per stud minimum). NOTES: <br /> 0.3 1 4 Sill plate (wider than pony wall <br /> Sill plate <br /> iExisting concrete foundation Install new 2x blocking framing members or embedded <br /> stem wall. Anchor bolt not between pony wall studs. c. in concrete). <br /> shown. Nail to sill plate with four i t ;M. <br /> Existing concrete foundation <br /> tOd nails, staggered (typ.) - i stem wall. Anchor bolt not <br /> SECTION SECTION shown. <br /> 2-1/2" to 3" dia. vent holes 2-1/2" to 3" dia. vent holes <br /> (typ.) centered over sill plate (typ.) centered over sill plate <br /> bolt in unheated crawl space bolt in unheated crawl space <br /> areas. <br /> areas. <br /> New pony stud nailed to <br /> existing with 16d common Install new 2x blocking between <br /> nails ® 8"oc (3 nails min.) pony wall studs. Nail to sill plate <br /> with four 10d nails, staggered (typ.) <br /> to allow proper edge-nailing SEAL <br /> for abutting panels (typical Bolts may be installed through <br /> for Details 2a, 2b, & 2c) blocking per the req'mts in Detail la <br /> Note: When pony wall studs are Note: When pony wall studs are <br /> 18" or less in height, only one 18" or less in height, only one <br /> _ _ _ _. __ 9 Y - - Y, vent hole is re wired. <br /> 13 •1 T __ r _ - -7.1 vent hole is required. o •.-i. _ - -.� 1-_swi_ - 7 q <br /> -.-- <br /> D— II a I ' 1.1 a '1 1'3 III 'i 1'1_ <br /> I I 1• ••1 I I I ! Blocking installed above anchor o •i I I I I y 1 Blocking installed above anchor <br /> 0 !.I #. .I 1.' I.! plate for panel edge Haling. End-nail a i • 1 1 1 I / Li plate for panel edge nailing. End-nail. <br /> f �- ;.: r ,_• 4l.._ .-e. , •1T_,}__.._ 1 1-----1 block using two 16d nails at each <br /> I- . _•_ �} - block using two 16d nails at each �— �� •'r'�'' <br /> r "" • _ • • • • :i•n•=•n•=s _ ems s :� s•n•:•n•: s end. Nail to sill plate with four 10d <br /> end. Nod to sill plate with four 10d ._mm nails staggered, typ. (Also see <br /> 4 A nails red, typ (Also see 4 Detail 2 . <br /> (' RIRnd s2 ge A <br /> 4: � � � � - � .Detail 2d�. 4" � 4 .4 ENGINEER: <br /> a` Z 4 Sill plate min. �. � . , �. „ plate_ ' _. `• _ Typical foundation side anchor u. ° =_ Sill <br /> 9"-12" installed after panel 9"-12" II' Typical foundation side anchor <br /> from all sill p tib a "1 Existing concrete foundation from all sill Existing concrete foundation <br /> ends and foundation stem wall plate ends <br /> breaks, steps or stem wall <br /> cracks. Joint at abutting shear panels 1/2" <br /> (1/8" minimum gap) structural panels <br /> Install separate pieces of blocking 206-784-7275 <br /> 1/2" structural panels adjacent to sill plate bolt <br /> FRONT VIEW FRONT VIEW <br /> A <br /> IS <br /> PONY WALL DETAILS �� �DETAIL4) t ems N.W. <br /> RETRSFIT & REM•)ELIN <br /> -- en <br />