Laserfiche WebLink
0 <br />Z <br />0 <br />Z <br />g <br />^� 1'-0" EXTENSION <br />MIN. FROM NOSING <br />L <br />i <br />k <br />PRECAST CONC. <br />LANDING WELDED <br />TO 4 X 6 X 1/4" THK <br />FRAMING <br />TS 4 X 4 X 1 /4" THK - <br />POST WELDED TO <br />12" X 12" X 3/8" BASE <br />PLATE W/ 4 - 5/8"0 <br />ANCHOR BOLTS <br />1 1/2"0 G.I. PIPE <br />RAILING <br />2'-6" <br />r <br />TOP OF CONCRETE <br />FLOOR SLAB ® PUBLIC <br />TIPPING AREA <br />ca <br />TS 4 X 6 X 1/4 <br />THK STRINGER — <br />PRECAST CONC. STEPS - <br />W/ NON -SLIP SURFACES <br />& CLOSED RISER$ (TYP) <br />WELDED CONNECTION <br />(TYPICAL) <br />NOSING 1/2" N <br />(TYPICAL)""-- <br />II//\// //�\/ .I//\/ .'l <br />FINISH GRADE LINE // <br />i STAIR J <br />S 2UARE SECTION1 1"lie 1'-0" 3'-0" <br />Q 2 <br />SCALE: 1/2"=1'-0"A5 A2 <br />2' -Cr <br />i\ SQUARE <br />C <br />1/2" X 1/2" W.I. PICKETS <br />0 6" O.C. WELDED TO PIPE <br />(TYPICAL) <br />1 1/2"0 G.I. <br />PIPE POST (TYP) <br />�\ 1 1/2"0 G.I. <br />~ 1 PIPE RAILING <br />TOP & BOTTOM (TYP) <br />CONCRETE LANDING <br />ON GRADE <br />%0 <br />I <br />1 1/2"0 G.I. PIPE RAILING <br />(TYPICAL) <br />BOX -OUT FOR 3'-0" <br />DOOR OPENING <br />1')" V 10" V Z/ R" T U V <br />12" X 12" X 3/8" THK <br />BASE PLATE WELDED TO <br />STRINGER & POST W/ <br />4 - 5/8"0 ANCHOR <br />BOLTS <br />5'_0= 10' –1 " <br />LANDING 11 TREADS ® 11" EA <br />• 15'-1" <br />STAIR PLAN <br />DETAIL <br />SCALE: 1/2"=11'-O" <br />A2 <br />4'—D" <br />5'-O" <br />6'-O" <br />6" 51-01 <br />5 TREADS 0 12" <br />N <br />• <br />Wo <br />N #5 TOP AND <br />to w a BOTTOM o <br />#4 ® 12" 0. C. <br />NOSING <br />16A <br />(TYPICAL) <br />UNAUTHORIZED CHANGES, USES AND TIME EFFECTS: EMCON will not be responsible or liable for unauthorized changes to or.uses of this plan/drawing. Any change to this <br />p�lanrawing mint be documented in writing and requires approval by EMCON. This plan/drawing reflects the regulatory requirements or concurrence in effect at the time of its issuance. <br />J <br />a <br />U <br />CL <br />r <br />J <br />�a <br />_Z U <br />Ui d <br />Or <br />Z� <br />6" <br />- -1 1/2"0 G.I. <br />PIPE RAILING <br />CONTINUOUS CONCRETE <br />PLATFORM BEYOND <br />STAIR (CAST IN PLACE) <br />SECTION 4 4 <br />SCALE: 1/2"=11'–O" <br />AS S4 <br />FALSE GUTTER <br />PROVIDE G.I. <br />FLASHING AS <br />REQ'D <br />BREEZEWAY <br />MOD #BF36W <br />COMPLETE W/ <br />WALL SLEEVE, <br />BACK & FRONT <br />GUARDS AS MAN- <br />UFACTURED BY <br />PENN VENTILATOR <br />CO. OR APPROVED <br />EQUAL <br />ROOF FLASHING <br />RIBBED MTL <br />ROOFING (TYP) <br />STRUCTURAL <br />STEEL FRAME <br />PRE-ENGINEERED <br />METAL BUILDING - <br />to <br />10 <br />6v) <br />10 W <br />5 <br />NOSING <br />DETAIL <br />RIBBED METAL <br />1/2" / ROOFING (TYP) <br />'/I <br />W <br />i <br />a <br />L- <br />0 <br />PROVIDE STRUCT'L a <br />FRAMING AROUND 0 <br />10 <br />POWER VENTILATOR 1 0 <br />(TYPICAL) in W <br />a <br />1 0 <br />0 <br />0 <br />3` <br />VENTILATOR <br />DETAIL <br />SCALE: 1/2"=11'-0 <br />A4 <br />2 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />10 <br />1 <br />3/18/91 <br />PLAN CHECK 3/12/91 <br />-1 <br />r0 <br />2/2/91 <br />ISSUED FOR CONSTRUCTION <br />WHS <br />AFD <br />DES BY <br />AFD <br />P.R. <br />PRECAST CONC. <br />LANDING WELDED <br />TO 4 X 6 X 1/4" THK <br />FRAMING <br />TS 4 X 4 X 1 /4" THK - <br />POST WELDED TO <br />12" X 12" X 3/8" BASE <br />PLATE W/ 4 - 5/8"0 <br />ANCHOR BOLTS <br />1 1/2"0 G.I. PIPE <br />RAILING <br />2'-6" <br />r <br />TOP OF CONCRETE <br />FLOOR SLAB ® PUBLIC <br />TIPPING AREA <br />ca <br />TS 4 X 6 X 1/4 <br />THK STRINGER — <br />PRECAST CONC. STEPS - <br />W/ NON -SLIP SURFACES <br />& CLOSED RISER$ (TYP) <br />WELDED CONNECTION <br />(TYPICAL) <br />NOSING 1/2" N <br />(TYPICAL)""-- <br />II//\// //�\/ .I//\/ .'l <br />FINISH GRADE LINE // <br />i STAIR J <br />S 2UARE SECTION1 1"lie 1'-0" 3'-0" <br />Q 2 <br />SCALE: 1/2"=1'-0"A5 A2 <br />2' -Cr <br />i\ SQUARE <br />C <br />1/2" X 1/2" W.I. PICKETS <br />0 6" O.C. WELDED TO PIPE <br />(TYPICAL) <br />1 1/2"0 G.I. <br />PIPE POST (TYP) <br />�\ 1 1/2"0 G.I. <br />~ 1 PIPE RAILING <br />TOP & BOTTOM (TYP) <br />CONCRETE LANDING <br />ON GRADE <br />%0 <br />I <br />1 1/2"0 G.I. PIPE RAILING <br />(TYPICAL) <br />BOX -OUT FOR 3'-0" <br />DOOR OPENING <br />1')" V 10" V Z/ R" T U V <br />12" X 12" X 3/8" THK <br />BASE PLATE WELDED TO <br />STRINGER & POST W/ <br />4 - 5/8"0 ANCHOR <br />BOLTS <br />5'_0= 10' –1 " <br />LANDING 11 TREADS ® 11" EA <br />• 15'-1" <br />STAIR PLAN <br />DETAIL <br />SCALE: 1/2"=11'-O" <br />A2 <br />4'—D" <br />5'-O" <br />6'-O" <br />6" 51-01 <br />5 TREADS 0 12" <br />N <br />• <br />Wo <br />N #5 TOP AND <br />to w a BOTTOM o <br />#4 ® 12" 0. C. <br />NOSING <br />16A <br />(TYPICAL) <br />UNAUTHORIZED CHANGES, USES AND TIME EFFECTS: EMCON will not be responsible or liable for unauthorized changes to or.uses of this plan/drawing. Any change to this <br />p�lanrawing mint be documented in writing and requires approval by EMCON. This plan/drawing reflects the regulatory requirements or concurrence in effect at the time of its issuance. <br />J <br />a <br />U <br />CL <br />r <br />J <br />�a <br />_Z U <br />Ui d <br />Or <br />Z� <br />6" <br />- -1 1/2"0 G.I. <br />PIPE RAILING <br />CONTINUOUS CONCRETE <br />PLATFORM BEYOND <br />STAIR (CAST IN PLACE) <br />SECTION 4 4 <br />SCALE: 1/2"=11'–O" <br />AS S4 <br />FALSE GUTTER <br />PROVIDE G.I. <br />FLASHING AS <br />REQ'D <br />BREEZEWAY <br />MOD #BF36W <br />COMPLETE W/ <br />WALL SLEEVE, <br />BACK & FRONT <br />GUARDS AS MAN- <br />UFACTURED BY <br />PENN VENTILATOR <br />CO. OR APPROVED <br />EQUAL <br />ROOF FLASHING <br />RIBBED MTL <br />ROOFING (TYP) <br />STRUCTURAL <br />STEEL FRAME <br />PRE-ENGINEERED <br />METAL BUILDING - <br />to <br />10 <br />6v) <br />10 W <br />5 <br />NOSING <br />DETAIL <br />RIBBED METAL <br />1/2" / ROOFING (TYP) <br />'/I <br />W <br />i <br />a <br />L- <br />0 <br />PROVIDE STRUCT'L a <br />FRAMING AROUND 0 <br />10 <br />POWER VENTILATOR 1 0 <br />(TYPICAL) in W <br />a <br />1 0 <br />0 <br />0 <br />3` <br />VENTILATOR <br />DETAIL <br />SCALE: 1/2"=11'-0 <br />A4 <br />ARr <br />* � N0. C 13255 �v <br />Q <br />N,A REN. <br />OF CN <br />2 1 <br />N <br />CURB BAR CB2 FERA- <br />0 o LUM TREAD NOSING <br />AS MANUFACTURED BY <br />AMERICAN ABRASIVE <br />METALS COMPANY OR <br />APPROVED EQUAL <br />s a <br />NOSING <br />DETAIL <br />SCALE: 1/2 FULL AS <br />WIRE BASKET <br />STRAINER <br />G.I. EAVE GUTTER <br />PRE-ENGINEERED <br />STRUCTURAL STEEL <br />FRAME <br />FOR LOCATIONS OF <br />FRAMING GIRTS FOR <br />TRANSLUCENT WALL <br />PANELS, SEE DWG A3 <br />(TYP) <br />U ' I RIBBED METAL SIDING <br />A <br />5'-0" �! <br />G.I. DOWNSPOUT. PROVIDE <br />@ EACH COLUMN LINE (TYP) <br />b <br />FOR DIMENSION & REIN- <br />FORCEMENT OF CONCRETE <br />WALL, SLAB & FOOTING, <br />SEE DETAILS rC2 <br />�-��-S5 S5 <br />DEmcon <br />Associates- <br />J <br />WALL <br />DETAIL <br />SCALE: 11/7"=V-0" A4 <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />RECYCLING CENTER DETAILS <br />SRAWING <br />N0. <br />A5 <br />PROJECT NO. <br />939-02.43 <br />.milk www ww MMAN ILRw <br />n c%.v n u u IrsAM n u <br />2 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />1 <br />3/18/91 <br />PLAN CHECK 3/12/91 <br />r0 <br />2/2/91 <br />ISSUED FOR CONSTRUCTION <br />WHS <br />AFD <br />DES BY <br />AFD <br />P.R. <br />�REV <br />DATE_ <br />DESCRIPTION <br />DWN BY <br />CHK BY <br />APP B <br />DATE OF ISSUE OWN By N. MA CHK BY__ A.F.DIMALANTA <br />DES BY A.F _DIMAI_ANTA — APP BY__ P.ROBY <br />ARr <br />* � N0. C 13255 �v <br />Q <br />N,A REN. <br />OF CN <br />2 1 <br />N <br />CURB BAR CB2 FERA- <br />0 o LUM TREAD NOSING <br />AS MANUFACTURED BY <br />AMERICAN ABRASIVE <br />METALS COMPANY OR <br />APPROVED EQUAL <br />s a <br />NOSING <br />DETAIL <br />SCALE: 1/2 FULL AS <br />WIRE BASKET <br />STRAINER <br />G.I. EAVE GUTTER <br />PRE-ENGINEERED <br />STRUCTURAL STEEL <br />FRAME <br />FOR LOCATIONS OF <br />FRAMING GIRTS FOR <br />TRANSLUCENT WALL <br />PANELS, SEE DWG A3 <br />(TYP) <br />U ' I RIBBED METAL SIDING <br />A <br />5'-0" �! <br />G.I. DOWNSPOUT. PROVIDE <br />@ EACH COLUMN LINE (TYP) <br />b <br />FOR DIMENSION & REIN- <br />FORCEMENT OF CONCRETE <br />WALL, SLAB & FOOTING, <br />SEE DETAILS rC2 <br />�-��-S5 S5 <br />DEmcon <br />Associates- <br />J <br />WALL <br />DETAIL <br />SCALE: 11/7"=V-0" A4 <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />RECYCLING CENTER DETAILS <br />SRAWING <br />N0. <br />A5 <br />PROJECT NO. <br />939-02.43 <br />.milk www ww MMAN ILRw <br />n c%.v n u u IrsAM n u <br />