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UPPER FLIGHT STRINGER STAIR NOTES: <br /> 1. TREADS:MINIMUM 44 IN WIDTH&11 IN NOSING TO KEYNOTES <br /> NOSING .I9 <br /> 2. RISER:4 IN MIN,7 IN MAX,UNIFORM IN HEIGHT WITH 5.31 5.1 1.17 1.4 TRACE OF LANDING ABV. <br /> LTWT.CONC.FILL ov/MTL. CONTRASTING COLOR LEADING EDGE TYP. TYP. L <br /> PAN LANDING 3. NOSING: 1-1/2 IN MAXIMUM W/60 DEGREE UNDER 1.5 TRACE OF T.S.COL.BELOW-S.S.D. 1 ■ <br /> NOSING; 1/2 IN MAX RADIUS AT EDGE <br /> 1-1/2"(38)CONCRETE FILL ARCHITECTURE <br /> . STAIR RAILS: R C H I T E C T U R E <br /> 4I <br /> ON 12 GAGE STEEL PAN S R HEIGHT _ 1.17 60"DP.x DOOR WIDTH AND 24"CLEAR AT <br /> STL.CHANNEL STRINGER B. RAILS TO BE SPACED SO THAT A SPHERE 4 IN IN EXTERIOR DOOR STRIKE PULL SIDE. <br /> DIA CANNOT BE PASSED THROUGH <br /> 11"MIN. MAX. C. WITHSTAND CONCENTRATED LOAD OF 200LB OF - - - - - - - 1.21 2"WIDE CONTRASTING STRIPE-PLACE PARALLEL& <br /> MTL.STIFFENER FORCE NON CONCURRENTLY APPLIED TO THE TOP o 1" FROM NOSE OF TREAD. <br /> TREAD RAIL IN VERTICAL DOWNWARD AND/OR N <br /> STL.CHANNEL SUPPORT BM. HORIZONTAL DIRECTION ARCHITECT <br /> S. HANDRAILS: o z 5.0 36"H.MTL.PIPE HANRAIL-ATTACH TO <br /> 1 x6 T&G WD.PLANKS ov/ zz GUARDRAIL BALUSTER-PRIME&PAINT. <br /> Q MTL.FURRING STRIPS @ 24"O.C. A. REQUIRED ON BOTH SIDES Q 5.32 NJ ASSOCIATES <br /> B. HEIGHT:34 TO 38 IN 22769 N BENDER ROAD <br /> C. GRIP SURFACE: 1-1/4TO 1-1/2 IN 5.1 42"H.MTL.PIPE GUARDRAIL-ATTACH TO ACAMPO CA 95220 <br /> 1-1/4"x 1-1/4" (32 X 32)ANGLE: D. CLEARANCE AT WALL: 11/2 IN STRINGER-PRIME&PAINT. <br /> - i 209.727.2040 <br /> STITCH WELD TO STRINGER E. EXTENSION AT TOP OF RUN:12 IN DN - www.njaarchitecture.com <br /> r F. EXTENSION AT BOTTOM OF RUN: 12IN,PLUSH <br /> i 5.22 T.S.COL.-S.S.D. <br /> CLIP ANGLE,WELD TO STRINGER&BOLT TO FLR. DEPTH OF TREAD <br /> w/EXPANSION BOLT G. WHEN A GUARDRAIL MORE THAN 38 IN HIGH IS CLIENT <br /> 1/8" EMBEDDED DIAMOND PLATE STEEL 2"WIDE, USED,A SEPARATE HANDRAIL SHOULD BE 5.31 STL.C-CHANNEL STRINGER-PRIME&PAINT-S.S.D. <br /> LENGTH OF STAIR AT TOP&BOTTOM TREAD INSTALLED 5'-0" JOE HADDAD <br /> H. NOTHING SHOULD INTERRUPTTHE CONTINUOUS 5.32 MTL.PANEL LANDING-S.S.D. P.O.BOX 691863 <br /> PREFORMED RISER& NOSING,WELD OR SLIDING OF HANDS 5.33 <br /> CLIP ANGLE TO STRINGER STOCKTON CA 95629 <br /> 3 TYP. <br /> 5.31 5.33 MTL.PANEL TREAD-S.S.D. 209 481 8981 <br /> METAL STAIR SECTION <br /> w <br /> A7.1 1"=1'0" 1,21 5.34 MTL.PAN TREAD w/CONC.FILL. <br /> - U <br /> 5.35 MTL.PAN LANDING w/CONC.FILL. PROJECT <br /> 0' 4"O.C.MAX. w <br /> X8.1 LODI BOWLING <br /> 1-1/2"0 MTL.PIPE HANDRAIL 6.11 42"H.WD.RAILING w/2x2 VERT.BATTENS @ 3"O.C. 302 N SACRAMENTO STREET <br /> LODI CALIFORNIA 95240 <br /> 1-1/2"x 2"STL.BALUSTER <br /> w/TAPERED EDGE-PRIME 4 <br /> &PAINT-ATTACH TO SIDE A7.1 <br /> OF STRINGER <br /> CONC.FILL STAIR TREAD <br /> 3/4"x 1"FLAT STL. <br /> CROSS BAR-PRIME& z <br /> I _ z_ <br /> 3"x3"x#6 W.W.M. PAINT-WELD TO SIDE 0 5.32 <br /> -PRIME&PAINT OF BALUSTER �° Q <br /> i <br /> I M <br /> 3/4"x 1" FLAT STL.CROSS BAR <br /> -PRIME&PAINT <br /> 3"x3"x#6 W.W.M. <br /> -PRIME&PAINT <br /> BALUSTER STL.BRACKET <br /> I <br /> U-SHAPED ORNAMENTAL STL. STL.STRINGER 4'-0" 1'-0" 4'-0" <br /> BALUSTER w/TAPERED EDGE- <br /> PRIME&PAINT STAIR WIDTH STAIR WIDTH <br /> STL.CHANNEL STRINGER STAIR TREAD 5 <br /> A7.1 <br /> 5 STRINGER RAIL POST CONNECTION r4STAIR RAILING SECTION 6 EXTERIOR STAIR PLAN - SECOND LEVEL <br /> A7.1 <br /> 11/2"=1'-0" A7.1 1"=1'-0" A7.1 1/4"=1'-0" <br /> .19 <br /> 5.22 <br /> r ------------------- <br /> 4'-0"MIN. Z <br /> II <br /> II <br /> 91, I o z ARCHITECTS STAMP <br /> 5.22 I V- <br /> ^� DN JOHN A VIERRA <br /> U P C-35199 <br /> �r--------moi <br /> i 10-31-2019 <br /> 6.11 1.21 �i---------i1 i N9 RENEWAL <br /> I DATE Q- <br /> � <br /> 5.31 Q <br /> Ir - <br /> TYP. M8.1 w <br /> 68.1 <br /> �, ��---------- <br /> REVISIONS <br /> Q i _ No. Description Date By <br /> 5.1 N H �r <br /> � 'I II <br /> TYP. --------moi @) <br /> 4 = p <br /> A7.1 Q <br /> II H <br /> ��--------moi <br /> 5.0 1.21 5.34 1.21 �i--------- <br /> Ili <br /> II <br /> TYP. i� <br /> �I <br /> i --- Project No.: 17028 <br /> II <br /> Drawn By: Author <br /> Checked By: Checker <br /> o <br /> Ln Z <br /> Q L <br /> 1.5 � <br /> TYP. o o PERMIT SET <br /> 4 Ln g 8.17.18 <br /> 5.32 <br /> � r <br /> M6.� G8.0 <br /> STAIR PLANS&DETAILS <br /> 13'-9" 5-0" V-0"1 4'-0" 1'-0" 4'-0" <br /> TYP. (15)TREADS @ 11"EA. STAIR WIDTH STAIR WIDTH STAIR WIDTH <br /> B 91_011,_2, <br /> Ir <br /> LANDING <br /> 77 INT. STAIR PLAN - SECOND LEVEL 8 EXTERIOR STAIR PLAN - FIRST LEVEL <br /> A7.1 1/4"=1'-0" A7.1 1/4"=1'-0" A7 * 1 <br /> n <br /> 00 <br />