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TOPPING SLAB <br />12" EXTENSION <br />SUB -FLOOR PER STRUCT <br />1 1/2" SQ. X 16 GA STL TUBE HAND RAIL <br />SLIP -RESISTANT 2" WIDE <br />BEYOND PRIME AND PAINT <br />WARNING STRIPE AT TOP <br />STAIR RAIL SYSTEM MATCH COMPONENTS <br />APPROACH <br />INDICATED AT STANDARD GUARDRAIL <br />PANEL DETAIL PRIME AND PAINT <br />FIN VINYL GLUED DOWN <br />FLOOR TREAD CARPET OVER TREAD <br />6" 11" AND RISER, INSTALL <br />O <br />PER MANUF. SPECS <br />w <br />U)LU <br />� CO <br />�o- <br />}w <br />0 <br />z <br />O <br />w <br />cc'. <br />1"TYP 1-1/8" PLYWOOD <br />TREADS AND RISERS <br />J <br />Q <br />GLUED AND SCREWED <br />CL RAIL EXTENSION (1'-0" + (1) TREAD <br />3 SIM, TO STRINGERS <br />z AT BOTTOM RISER <br />D- <br />Q <br />= <br />1 METAL HANGER <br />4" SPHERICAL OBJECT O <br />PER STRUCTURAL <br />CANNOT PASS TYP, D_ <br />O <br />BEAM PER <br />STRUCTURAL <br />co <br />2x STRINGERS PER <br />Q <br />STRUCTURAL <br />5/8" TYPE-X GYP BD <br />I <br />Ir <br />Q <br />WOOD STAIR AT LANDING - TOP <br />1 <br />c� <br />a9 ' <br />• Ty <br />GLUED DOWN CARPET <br />\ <br />\ <br />FLOOR COVERING <br />\ <br />TREAD AND RISERS, <br />• <br />11" TYP <br />INSTALL PER MANUF, <br />J <br />TREAD RUN SPECS <br />• 0 <br />1-1/8" PLYWOOD <br />• z <br />TREADS AND RISERS <br />U_ <br />UJ GLUED AND SCREWED <br />w UrrF <br />CL <br />E U) TO STRINGERS <br />MANUF. CONC. STAIR T ND �� p <br />a CONTRASTING <br />INTEGRAL RISER BEYOND ti tiF 4" SPHERICAL OBJECT ~ <br />SLIP -RESISTANT 2" GLUE <br />CANNOT PASS TYP. c°�i <br />DOWN CARPET WIDE <br />STEEL CHANNEL STRINGER PRIMEWARNING <br />STRIPE AT <br />AND PAINT NB <br />BOTTOM TREAD <br />0zVINYL <br />FLOOR <br />TOPPING SLAB <br />SUB -FLOOR <br />NOTE; <br />GUARDRAIL, BALCONY RAILINGS, STAIR SYSTEMS, AND THEIR <br />1" TYP 2x FLOOR JOISTS <br />ATTACHMENTS WILL BE STRUCTURALLY DESIGNED BY A <br />QUALIFIED LICENSED ENGINEER TO CONFORM WITH STRUCTURAL <br />REQUIREMENTS OF TABLE 1607,1 OF THE C,B,C. BY THE <br />FABRICATOR <br />2x STRINGERS PER <br />NOTE; GRIND SMOOTH ALL WELDS <br />STRUCTURAL <br />PRIME & PAINT ALL STEEL <br />BEAM PER <br />COMPONENTS. <br />STRUCTURAL <br />ALL FIELD WELDS TO BE GROUND <br />IL <br />SMOOTH PRIMED & PAINTED, <br />6" <br />5/8" TYPE-X GYP BD <br />GUARDRAIL AT WOOD STAIR 16 <br />WOOD STAIR AT I NT. LANDING 1 <br />2 <br />GLUED DOWN CARPET <br />FLOOR COVERING TREAD <br />AND RISERS, INSTALL PER <br />HANDRAIL MIN 1-1/4" MAX 1-1/2" <br />MANUF, SPECS <br />22 <br />AD-71 <br />11" TYP <br />J <br />TREAD RUN <br />1-1/8" PLYWOOD <br />o J } <br />TREADS AND RISERS <br />Q Q <br />U GLUED AND SCREWED <br />= p <br />rr co TO STRINGERS <br />Q Q *RAILS SPACED TO NOT ALLOW <br />A 4' SPHERE TO PASS THROUGH <br />oo I o <br />co Q SUBFLOOR <br />CONTRASTING <br />z_ z o <br />SLIP -RESISTANT 2" <br />L <br />3/4" WOOD CAP W/ EASED EDGE <br />GLUE DOWN CARPET <br />C\Jo <br />It <br />WIDE WARNING STRIPE <br />co <br />- AT BOTTOM TREAD <br />co <br />NOTE; <br />1" TYP VINYL FLOOR <br />GUARDRAIL TO WITHSTAND APPLIED <br />LINE OF CONC SLAB <br />LOADS PER CODE REQIREMENTS <br />5/8" TYPE-X <br />GYP BD <br />2x STRINGERS <br />PER STRUCTURAL <br />2x4 PTDF SOLE PLATE <br />WOOD STAIR OPEN RAILING <br />7 <br />WOOD STAIR AT LANDING <br />3 <br />GYPSUM BOARD <br />1X SKIRT BOARD <br />FINISH FLOOR <br />_ 1 1/8" PLYWOOD TREAD <br />(3) 2X14 STRINGERS MIN <br />„ <br />3/4' PLYWOOD RISER <br />2X STUD WALL <br />GLUED & SCREWED TO <br />- STRINGER <br />(3) 2X14 STRINGERS MIN, <br />1. <br />1 1/8" PLYWOOD TREAD <br />Q GLUED & SCREWED TO <br />CY)r` <br />:�i STRINGER & RISER <br />� <br />1/2" GYP, BD. AT <br />L------ - - - - -, <br />ENCLOSED USEABLE <br />SPACE UNDER STAIRS <br />2X BLOCKING <br />2X4 PLATE <br />26 GA, GALV, METAL <br />SHIELD @ EA STRINGER <br />2" WIDE <br />STAIR AT FINISH FLOOR <br />8 <br />STAIR LANDING AT WALL <br />4 <br />• <br />us <br />4 <br />Architecture + Planning <br />17911 Von Karman Ave. <br />Suite 200 <br />Irvine, CA 92614 <br />ktgy.com <br />949.851.2133 <br />KTGY Project No: 2017-0934 <br />Project Contact: Debbie Holland <br />Email: dholland@ktgy.com <br />Principal: Wil Wong <br />Project Designer: D. Schoolmeester <br />Project Director: Debbie Holland <br />Developer <br />RED DAK <br />INyL-'S"1 A1EN'I'S <br />4199 CAMPUS DRIVE <br />I RVI N E, CA 92612 <br />PHONE NO. (714) 342-2502 <br />1 <br />TF <br />.all <br />T_ <br />N <br />u <br />Q <br />z <br />Q <br />Q <br />z <br />Q <br />U) <br />1= <br />w <br />w <br />U) <br />w <br />N_ <br />LO <br />06 <br />LO <br />T_ <br />Nt <br />No. Date Description <br />B 2020-10-16 4TH PC SUBMITTAL <br />It is the clients responsibility prior to or during construction to notify the architect in writing <br />of any perceived errors or omissions in the plans and specifications of which a contractor <br />thoroughly knowledgeable with the building codes and methods of construction should <br />reasonably be aware. Written instructions addressing such perceived errors or omissions <br />shall be received from the architect prior to the client or clients subcontractors proceeding <br />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />qE ARCy1l <br />No. C29795 <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />s�9TF � <br />OF CA_\ <br />License Stamp <br />INTERIOR STAIR <br />DETAILS (WOOD) <br />AD-71 01 <br />J <br />Q <br />H <br />m <br />D <br />co <br />U <br />W <br />2 <br />U <br />z <br />Q <br />J <br />1r n <br />V /ILL <br />N <br />N <br />O <br />N <br />1 <br />C) <br />00 <br />0 <br />COPYRIGHT U <br />