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1/4" : FT. MIN. SLOPE <br />PLI-DEK DECKING OR EQUAL INSTALL <br />PER MFGR. INSTRUCTIONS <br />ICC-ES-ESR-2097 <br />REINFORCED MESH PER MANUF. <br />INSTRUCTIONS <br />GUARDRAIL <br />4" MIN <br />2- <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />EDGE STOP / DRIP <br />CORROSION RESISTANT <br />DRIP <br />STUCCO STOP <br />3-COAT STUCCO SYSTEM <br />O/ W.R.B. <br />DECK EDGE 1 <br />2 <br />DECK FINISH <br />4" SPHERE UNABLE TO PASS <br />THROUGH, TYP. <br />1-1/2"X1-1/2" 14 GA. STEEL TUBE AT TOP <br />1/2" WIRE AT 4 12" O.C. <br />1-1/2"X1-1/2" 14 GA. STEEL TUBE <br />3' <br />- <br />6 <br />" <br />2"x10" GALVANIZED STEEL <br />TUBE, WELD TO 1/2"x8" <br />STEEL PLATE AT WALL <br />PROVIDE WELDED <br />CAP AT END OF <br />TUBE STEEL <br />STEEL WALL BRACKET W/ <br />1/4" THICK NEOPRENE <br />GASKET BEHIND <br />STEEL SADDLE BRACKET <br />W/ 1-1/2" DIA. GALVANIZED <br />STEEL SUPPORT <br />1" DIA. GALVANIZED <br />STEEL ROD <br />1-1/2" DIA. GALVANIZED <br />STEEL SUPPORT <br />3-COAT STUCCO SYSTEM <br />O/ METAL LATH O/ W.R.B. <br />1/4" THICK <br />NEOPRENE GASKET <br />CANOPY 3 <br />NOTCH STRINGER AT SILL PLATE AND <br />SECURE WITH FRAMING ANCHORS <br />(PER STRUCT.). VERIFY ALL <br />CONNECTIONS WITH STRUCTURAL <br />DRAWINGS. ALL WOOD IN DIRECT <br />CONTACT WITH CONCRETE TO BE <br />PRESSURE TREATED OR SEPARATED <br />AS ALLOWED BY CODE. <br />2x14" STRINGER <br />3/4" PLYWOOD RISERS <br />LINE OF CARPET <br />1-1/8" PLYWOOD TREADS GLUED & SCREWED <br />3/4" <br />7. <br />7 <br />5 <br />" <br /> <br />M <br />A <br />X <br />. <br />EQ <br />U <br />A <br />L <br />RI <br />S <br />E <br />R <br />S <br />10" MIN. <br />EQ. TREADS <br />AT NON-RATED <br />CONST. PROVIDE (1) LAYER <br />1/2" GYP. BD. UNDER STAIR <br />AT USEABLE SPACE. <br />4 <br />6' <br />- <br />8 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />H <br />E <br />A <br />D <br /> <br />C <br />L <br />R <br />. <br />3/4" <br />3/4" <br />1-1/8" PLYWOOD TREAD <br />GLUED & SCREWED <br />AT NON-RATED CONST. PROVIDE <br />(1) LAYER 1/2" GYP. BD. UNDER <br />STAIR AT USEABLE SPACE. <br />CONNECTOR <br />(PER STRUCT.) <br />INT. WOOD STAIR @ SLAB <br />INT. WOOD STAIR @ FLOOR 5 <br />1-1/8" PLYWOOD TREADS <br />GLUED & SCREWED <br />2x14" STRINGERS <br />LINE OF CARPET <br />WHERE OCCURS <br />LANDING FRAMING <br />(PER STRUCT.) <br />10" MIN. <br />EQUAL TREADS <br />SEE PLAN 3/4" <br />7. <br />7 <br />5 <br />" <br /> <br />M <br />A <br />X <br />. <br />EQ <br />. <br /> <br />R <br />I <br />S <br />E <br />R <br />S <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />CONNECTOR (PER STRUCT.) <br />PROVIDE (1) LAYER 1/2" GYP BD. <br />UNDER STAIR AT USEABLE SPACE. <br />7INT. WOOD STAIR @ LANDING / FLOOR <br />42 <br />" <br /> <br />A <br />T <br /> <br />G <br />U <br />A <br />R <br />D <br />R <br />A <br />I <br />L <br />BALLUSTERS AT <br />4 3/4" O.C. MAX <br />2X FRAMING <br />WOOD MOULD <br />1" SQUARE <br />GYP. BD. <br />EACH SIDE <br />1/2" GYP. BD. <br />2X12 STRINGERS <br />SPACE UNDER STAIRS <br />AT 16" O.C. <br />AT ENCLOSED USEABLE <br />RAIL TO WITHSTAND <br />APPLIED LOADS PER <br />CODE REQIREMENTS <br />36 <br />" <br /> <br />A <br />T <br /> <br />H <br />A <br />N <br />D <br />R <br />A <br />I <br />L <br /> <br />A <br />T <br /> <br />S <br />T <br />A <br />I <br />R <br />HANDRAIL/GUARDRAIL 9 <br />1-1/2" <br />MAX. <br />3 <br />2 <br />9 <br />/ <br />3 <br />2 <br />" <br />36 <br />" <br /> <br />A <br />B <br />O <br />V <br />E <br /> <br />S <br />T <br />A <br />I <br />R <br /> <br />N <br />O <br />S <br />I <br />N <br />G <br />1-1/2" SQUARE STAINLESS <br />STEEL HANDRAIL WITH SMOOTH <br />SURFACE AND NO SHARP <br />CORNERS <br />RAIL SUPPORT AT EACH <br />VERTICAL SUPPORT <br />NOTE: <br />HANDRAIL TO <br />WITHSTAND APPLIED <br />LOADS PER CODE <br />REQUIREMENTS <br />8HANDRAIL <br />10 <br />12 <br />DETAILS <br />No.Date Description <br />AD-04 <br />Client <br />Project No:24-0501 <br />PHONE NO. <br />NAOMI GRANGE <br />2411 POINSETTIA ST. <br />SANTA ANA, CA 92706 <br />714-931-6089 <br />JWAIM DESIGN <br />714-494-6810 <br />jwaimdesign@gmail.com <br />CCOPYRIGHT <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 />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />24 <br />1 <br />3 <br /> <br />N <br />. <br /> <br />P <br />O <br />I <br />N <br />S <br />E <br />T <br />T <br />I <br />A <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />No.Date Description