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ISSUE HISTORY <br />NO. <br />DATE <br />VER <br />DFIVN <br />DE5CRIPTION' <br />APPVD <br />10/03/05 <br />4.0 <br />TW <br />2004 F6C UPDATE <br />MC <br />c <br />09/OBA76 <br />5.0-5.05 <br />MV/TW <br />REVIEW / UPDATE PLAN TO 5.0 <br />OLC <br />04/ 1 1/07 <br />5.0-5.05 <br />TW <br />2004 PHC UPDATE # 05, GG 5UP <br />OLC <br />e <br />06/1 1/07 <br />5.1-G. <br />TW <br />MERGED WHETSTONE 4 5EI PLAN- 130C ENGINEERING <br />5N <br />9 <br />08120/07 <br />6.1-6.1 <br />TW <br />G.1 ARCHITECTURAL ENGINEERING UPDATES <br />5N <br />V V I % `WL 1 VRVV <br />2-PLY BUC FORa <br />dp <br />OUTLINE OF WALLS ON <br />HEADER SUPPORT (2)-2x8 HEADER FOR <br />FIRST FLOOR' <br />SUPPORT,goK <br />MINIMUMR <br />2x4 LEDGER W/(3)-.131 <br />00 <br />(3)-2xl2 GUN NAILS AT EACH STUD <br />STRINGERS, <br />`^ <br />TYPICAL <br />LANDING <br />g <br />1ST LEVEL 2x4 (MINIMUM) JOISTS <br />SPACED ® 16" O.C. <br />a '" <br />ATTACHED TO BOTH <br />s <br />_ <br />LEDGER AND HEADER W/ <br />6 <br />T— LANDING SIMPSON LUS24 <br />m s <br />(3)-2x12 <br />2ND LEVEL <br />a <br />STRINGERS, < <br />%—SIMPSON <br />TYPICAL <br />I LUS24 <br />w <br />HANGER <br />—SIMPSON L <br />ENG. GIRDER TRUSS OR HUC28-2 <br />(1)-2x12 HEADER HANGER <br />2-PLY BUC FOR <br />HEADER SUPPORT (2)-2x8 HEADER FOR STRINGER <br />TYP. SUPPORT <br />LANDING FRAMING DETAIL <br />SCALE: 24 x 36 - 1/2"=V-0" <br />11 x 17 - 1/4"=l'-O" <br />(17) RISERS <br />36" H KNEEWALL ® 7-9/16" <br />W/ lx6 WOOD CAP <br />I I I I I I I I I I I I <br />I I I I I I I I I I I I <br />I I I I I I I I I I I <br />•I I I I I 1 I I I I I I I <br />I I I I I I I I I I I I <br />I I I I 1 I I I I I I I <br />42"H I I I <br />K/W j 12'- I /2" <br />30" WIDE WALL NICHE: W/ CAP I I I I <br />ARCH TOP ® 8'-4" / (2nd I I I 1/11TREADs <br />SILL ® 42" AFF. FLOOR) I I TrPIC S <br />CENT. IN WALL FIRST <br />FLOOR Li <br />1I'-9 1/2' <br />STAIR DETAIL <br />SCALE: 24 x 36 - 1/2"=V-0" <br />11 x 17 - 1/4"=1'-0" <br />9 1/r <br />kF — I <br />`lx4 SPACER <br />Ix8 RISER <br />2,12 STAIN STRINGER <br />2xl2 TREAD (3 MINIIM) <br />2x4 PT LET IN BLOCK= <br />W/(4}1/4x3-1/2 TAP CONS <br />INSTALL ROOFING FELT <br />CTAIP FRARAIAI(2 nr=TAll UNDER STRINGERS <br />rc-1 r- <br />0 <br />2x4 BUC FORESUPPORHEADER W/2-PLY w <br />SLOPE K/W <br />TO MATCH <br />STAIR RISE <br />(SHADED) <br />WHETSTONE ENGINEER <br />2004 53rd AVE E B <br />CERTIFICATE OFAIM <br />1 L. <br />0 <br />U <br />N <br />a <br />m <br />N <br />a <br />m <br />a� o <br />iu <br />W <br />Z <br />0 <br />N <br />U <br />Q <br />N <br />C'd <br />w <br />I° <br />IZI t0 <br />_ <br />F- <br />S <br />a <br />o <br />J_ <br />ESTI Q <br />INC. <br />RPITION <br />3 <br />Q298 <br />03 <br />00 <br />D7 <br />RGER PE <br />`—PROVIDE 1-1/2' <br />BEARING. MINIMUM <br />STAIR STRINGER SUPPORT DETAIL <br />o <br />o <br />CO <br />- <br />o <br />64c <br />0jco <br />0 <br />z <br />0 <br />z <br />p <br />O <br />F <br />g <br />W <br />Q <br />Z <br />a <br />a <br />> <br />o <br />a <br />SHEET NO. <br />AD3 <br />