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3 <br />N <br />0 <br />6; <br />0 <br />OI <br />0 <br />1-10 <br />Ln <br />N <br />0 <br />a) <br />M <br />N <br />0 <br />r� <br />0 <br />a <br />U <br />i <br />PCZOVIDI= 2 x BL0CKIN6 <br />A5 12EQUIRED ("T`(PIGAL) - <br />DETAIL <br />SCALE: 1 1/2'=l' -O" S9 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />BOX -IN STEEL COLUMN <br />2 <br />4/03/91 <br />8 X 8 X 16 <br />W/ 3/8" PLYWOOD <br />54q <br />"]v <br />1 <br />SHEATHING ON 2 X 4 <br />2 X 4 STUDS CSD 16" <br />WHS <br />S U <br />WD <br />FRAMING. WRAP W/ 2 <br />2 X 4 STUDS ® 16" <br />2/2/91 <br />I <br />,� <br />S U <br />_ <br />P.R. <br />LAYERS 1/2" GYP BD <br />#4 REBARS <br />DESCRIPTION <br />O.C. (TYP) U.N.O. <br />DES BY <br />CHK BY <br />APP B <br />DATE OF ISSUE DWN 8 N,SOMA CHK BY <br />_F_C0 1991 DES BY S. USSERY APP BY P. ROBY <br />(MIN) INSTALLED PER <br />ALL CELLS FILLED <br />~, <br />6" X 8" X 16" <br />CONC. <br />ITEM 1 -7.1 <br />WITH GROUT <br />-'— <br />AND HORIZONTAL <br />MASONRY BLOCK <br />WALL—�- <br />4 X 4 WOOD POSTQ <br />+ <br />r-;_� <br />2 X 4 P. T. D. F. <br />2 X 4 P. T. D. F. <br />N <br />WD BM ABOVE W/ <br />#4 DOWELS ® <br />6 MIL POLYETHYLENE <br />MOISTURE BARRIER <br />STRUCTURAL STEEL COL <br />SIMP. EPC 44 TO POST <br />( <br />+ <br />SILL PLATE W/ <br />777 <br />24" O.C. <br />Ez N <br />//-SILL <br />5/8"0 ANCHOR BOLTS <br />2 - #6 <br />2x BLOciJ� <br />5/8"0 ANCHOR BOLTS <br />�� <br />SUPPLIED BY MTL BLDG <br />COL <br />T4-\ <br />® 4'-0" O.C. U.N.O. <br />TOP BARS <br />�. <br />-- <br />2 _ #6 <br />> <br />#4 REBARS a <br />CONTRACTOR <br />1� <br />#4 DOWELS ® <br />PASS INSULATION <br />32" O.C. VERTICAL <br />a <br />Zo <br />RIBBED METAL EXTERIOR <br />11 <br />SIDING <br />DETAIL <br />Zo <br />SCALE: 1 1/2"=1'-0" <br />S9 <br />32 O.C. <br />AND HORIZONTAL <br />g <br />TOP <br />g, <br />4 - #8 VERT. BARS <br />---164. <br />b <br />#3 STIRRUPSto <br />1 <br />B 1 <br />\ <br />2 - #4 <br />1 <br />N <br />BARS <br />W/ STD HOOK <br />#3 STIRRUPS <br />N <br />N <br />® 18" O.C. <br />/ <br />to <br />® 18 O.C. <br />/ <br />2 _ 4 <br /># <br />Xi <br />\ <br />/ <br />SET BLOCK WALL 1" <br />#4 ® 10" O.C. <br />-#3 STIRRUPS i <br />+ <br />FROM FACE OF STEEL <br />zo <br />BOX -IN STEEL COLUMN `--, <br />COLUMN <br />- #6 <br />3 <br />W/ 2 X 4 FRAMING <br />2 - #7 <br />-2 - #7 <br />WRAP W/ 2 LAYERS }4P <br />BOTTOM BARS <br />w <br />1/2" GYP BD INSTALLED <br />-�-�,-----y_� N <br />'b <br />b <br />PER UBC TABLE NO. 43A <br />' <br />2 X 4 P.T. D.F. SILL 1 <br />ITEM 1-7.1 <br />2 �' <br />+- <br />1 PLATE W/ POWER DRIVEN <br />- •, _--� `� <br />ANCHORS TO CONC. SLAB <br />INTERIOR FINISH <br />X <br />+ <br />+ <br />�ph <br />�-''�-� <br />2 <br />10 <br />I <br />N <br />• • <br />3 <br />`/� `/� `/� <br />MATERIAL <br />OAT <br />- #6 <br />p <br />/� <br />�\ �\ �\ �\ x <br />- <br />BOTTOM <br />BARS <br />6" X 8" X 16" C0NC. <br />CMU <br />#3 CLOSED TIES <br />®9" O.C. <br />II <br />MASONRY BLOCK WALL <br />• <br />a <br />s" <br />s' <br />10" <br />1-4" <br />4" <br />DETAIL <br />SCALE: 1 1/2'=l' -O" S9 <br />COLD JOINT <br />COAT W/ BONDING <br />ADHESIVE <br />— 5/8" TYPE 'X' GYP BDA <br />BOTH SIDES ON 2 X 4 <br />STUDS ® 16" O.C. i <br />WD BM ABOVE W/ <br />SIMP. EPC 44 TO <br />POST <br />4 X 4 POST <br />3/8" PLWD SHEATHING <br />1/2" GYP BD <br />2 X 4 P.T. D.F. SILL <br />PLATE W/ POWDER <br />DRIVEN ANCHORS TO <br />CONCRETE SLAB (TYP) <br />i <br />Al <br />METAL DOOR FRAME <br />2 - #6 <br />#4 ® 10- <br />0. C. <br />0"O.C. E. W. <br />b <br />b <br />b <br />I <br />NON—BEARING WALL <br />DETAIL <br />SCALE: 1"=l' -O" S8 <br />SPACE FOR 8 1/2" ' <br />METAL ZEE GIRTS <br />SUPPLIED BY METAL <br />BLDG CONTRACTOR <br />RIBBED METAL SIDING <br />WHERE OCCURS <br />2Q AGGREGATE <br />BASE � <br />8x8xl6 CONC <br />MASONRY BLOCK CO <br />4 - #4 <br />#3 TIES <br />32" O.C. <br />3000 psi CONC <br />® 28" DAYS <br />W.W.F. 6x6 - <br />W1 oxwl o <br />Z <br />r <br />#3 ® 18"- <br />4 - #4 DOWELS <br />2 - #4 <br />11) <br />• <br />4 - # 5 E. W. —� 9" 9" <br />1'-6" <br />4'-0" SQ. <br />DETAIL <br />SCALE: 1"=1'-0" $$ <br />NON -SHRINK GROUT NON -SHRINK GROUT <br />STRUCTURAL STEEL COL OF STL <br />SUPPLIED BY METAL BLDG COLUMN RESILIENT SEALANT <br />RESILIENT SEALANT CONTRACTOR <br />EXPANSION JOINT 8 1 2" I EXPANSION JOINT <br />MATERIAL MATERIAL <br />#4 ® 10" #4 REBAR ® 10" 1., < <br />O.C. E. W. O.C. EACH WAY <br />4 - #8 VERT. BARS <br />W/ STD HOOK b <br />Cr #3 CLOSED TIES <br />W ®9" O.C. <br />U p Q is <br />° LINE OF GRADE . • <br />BM do CONC FLR <br />SLAB SHOWNto <br />DOTTED <br />4 - #5 <br />DETAIL <br />SCALE: 1"=l' -O" S8 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />BOX -IN STEEL COLUMN <br />2 <br />4/03/91 <br />8 X 8 X 16 <br />W/ 3/8" PLYWOOD <br />54q <br />"]v <br />1 <br />SHEATHING ON 2 X 4 <br />2 X 4 STUDS CSD 16" <br />WHS <br />S U <br />WD <br />FRAMING. WRAP W/ 2 <br />2 X 4 STUDS ® 16" <br />2/2/91 <br />I <br />,� <br />S U <br />_ <br />P.R. <br />LAYERS 1/2" GYP BD <br />#4 REBARS <br />DESCRIPTION <br />O.C. (TYP) U.N.O. <br />DES BY <br />CHK BY <br />APP B <br />DATE OF ISSUE DWN 8 N,SOMA CHK BY <br />_F_C0 1991 DES BY S. USSERY APP BY P. ROBY <br />(MIN) INSTALLED PER <br />ALL CELLS FILLED <br />UBC TABLE NO. 43A 0 <br />ITEM 1 -7.1 <br />WITH GROUT <br />-'— <br />AND HORIZONTAL <br />4 X 4 WOOD POSTQ <br />+ <br />2 X 4 P. T. D. F. <br />2 X 4 P. T. D. F. <br />N <br />WD BM ABOVE W/ <br />#4 DOWELS ® <br />6 MIL POLYETHYLENE <br />MOISTURE BARRIER <br />SIMP. EPC 44 TO POST <br />( <br />+ <br />SILL PLATE W/ <br />24" O.C. <br />Ez N <br />//-SILL <br />5/8"0 ANCHOR BOLTS <br />2 - #6 <br />2x BLOciJ� <br />5/8"0 ANCHOR BOLTS <br />�� <br />® 4'-0" O.C. U.N.O. <br />TOP BARS <br />X7777 <br />-- <br />2 _ #6 <br />> <br />STEEL ZEE GIRT BY- 22 <br />PASS INSULATION <br />Zo <br />RIBBED METAL EXTERIOR <br />11 <br />SIDING <br />DETAIL <br />Zo <br />SCALE: 1 1/2"=1'-0" <br />S9 <br />COLD JOINT <br />COAT W/ BONDING <br />ADHESIVE <br />— 5/8" TYPE 'X' GYP BDA <br />BOTH SIDES ON 2 X 4 <br />STUDS ® 16" O.C. i <br />WD BM ABOVE W/ <br />SIMP. EPC 44 TO <br />POST <br />4 X 4 POST <br />3/8" PLWD SHEATHING <br />1/2" GYP BD <br />2 X 4 P.T. D.F. SILL <br />PLATE W/ POWDER <br />DRIVEN ANCHORS TO <br />CONCRETE SLAB (TYP) <br />i <br />Al <br />METAL DOOR FRAME <br />2 - #6 <br />#4 ® 10- <br />0. C. <br />0"O.C. E. W. <br />b <br />b <br />b <br />I <br />NON—BEARING WALL <br />DETAIL <br />SCALE: 1"=l' -O" S8 <br />SPACE FOR 8 1/2" ' <br />METAL ZEE GIRTS <br />SUPPLIED BY METAL <br />BLDG CONTRACTOR <br />RIBBED METAL SIDING <br />WHERE OCCURS <br />2Q AGGREGATE <br />BASE � <br />8x8xl6 CONC <br />MASONRY BLOCK CO <br />4 - #4 <br />#3 TIES <br />32" O.C. <br />3000 psi CONC <br />® 28" DAYS <br />W.W.F. 6x6 - <br />W1 oxwl o <br />Z <br />r <br />#3 ® 18"- <br />4 - #4 DOWELS <br />2 - #4 <br />11) <br />• <br />4 - # 5 E. W. —� 9" 9" <br />1'-6" <br />4'-0" SQ. <br />DETAIL <br />SCALE: 1"=1'-0" $$ <br />NON -SHRINK GROUT NON -SHRINK GROUT <br />STRUCTURAL STEEL COL OF STL <br />SUPPLIED BY METAL BLDG COLUMN RESILIENT SEALANT <br />RESILIENT SEALANT CONTRACTOR <br />EXPANSION JOINT 8 1 2" I EXPANSION JOINT <br />MATERIAL MATERIAL <br />#4 ® 10" #4 REBAR ® 10" 1., < <br />O.C. E. W. O.C. EACH WAY <br />4 - #8 VERT. BARS <br />W/ STD HOOK b <br />Cr #3 CLOSED TIES <br />W ®9" O.C. <br />U p Q is <br />° LINE OF GRADE . • <br />BM do CONC FLR <br />SLAB SHOWNto <br />DOTTED <br />4 - #5 <br />DETAIL <br />SCALE: 1"=l' -O" S8 <br />Iiia#yityi <br />DETAIL <br />SCALE: <br />FILL ALL CELLS <br />L WITH GROUT <br />A <br />S10 <br />2 - #4 2 - 8x8xl6 CONC MASONRY <br />BLOCK COL W/ RUNNING BOND <br />#3 ® 18" 10 a PATTERN <br />1'-0" g 4 - #4 <br />6" <br />2 - #4 — <br />-2'-0" X 2' -DI X 2' SQ. -2'- 0" X 0 X 0" SQ., <br />r FOOTING 1 r FOOTING <br />MASONRY BLOCK COLUMN <br />DETAIL SECTION <br />SCALE: 3/4'=1'-0" S9 SCALE: 3/4"=1'-0" <br />UNAUTHLFJZED 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 PLAN/DRAWING <br />MUST <br />ST BE DOCENTS IN WRITING AND REQUIR S APPROVAL BY EMCON. THIS PLAN/DRAWING REFLECTS THE REGULATORY REQUIREMENTS OR CONCURRENCE IN EFFECT AT THE TIME OF ITS ISSUANCE, <br />6" 1 1 ' - 0" 1 6" <br />DETAIL <br />SCALE: 1"=l' -O" $$ <br />X <br />4a <br />Ul <br />4 - #8 VERT. BARS <br />W/ STD HOOK <br />LINE OF STEEL COLUMN <br />FOOTING SHOWN DOTTED---\ <br />0 <br />3 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />2 <br />4/03/91 <br />8 X 8 X 16 <br />54q <br />"]v <br />1 <br />3/18/91 <br />2 X 4 STUDS CSD 16" <br />WHS <br />S U <br />WD <br />P.R. <br />2 X 4 STUDS ® 16" <br />2/2/91 <br />ISSUED FOR CONSTRUCTION <br />CONBC. MASONRY <br />BLOCK WALL W/ <br />LO <br />S U <br />P.R. <br />REV <br />#4 REBARS <br />DESCRIPTION <br />O.C. (TYP) U.N.O. <br />DES BY <br />CHK BY <br />APP B <br />DATE OF ISSUE DWN 8 N,SOMA CHK BY <br />_F_C0 1991 DES BY S. USSERY APP BY P. ROBY <br />O.C. (TYP) U.N.O. <br />ALL CELLS FILLED <br />24 O.C. VERTICAL <br />CL <br />g <br />WITH GROUT <br />AND HORIZONTAL <br />b <br />2 X 4 P. T. D. F. <br />2 X 4 P. T. D. F. <br />N <br />#4 DOWELS ® <br />6 MIL POLYETHYLENE <br />MOISTURE BARRIER <br />PLATE W/ <br />SILL PLATE W/ <br />24" O.C. <br />//-SILL <br />5/8"0 ANCHOR BOLTS <br />2 - #6 <br />5/8"0 ANCHOR BOLTS <br />® 4'-0" O.C. U.N.O. <br />TOP BARS <br />® 4'-0" O.C. U.N.O. <br />2 _ #6 <br />> <br />Zo <br />� <br />Zo <br />TOP <br />% <br />b <br />#3 STIRRUPSto <br />% <br />\ <br />2 - #4 <br />BARS <br />#3 STIRRUPS <br />N <br />N <br />® 18" O.C. <br />/ <br />to <br />® 18 O.C. <br />/ <br />2 _ 4 <br /># <br />\ <br />/ <br />-#3 STIRRUPS i <br />- #6 <br />3 <br />2 - #7 <br />-2 - #7 <br />BOTTOM BARS — <br />BOTTOM BARS <br />Iiia#yityi <br />DETAIL <br />SCALE: <br />FILL ALL CELLS <br />L WITH GROUT <br />A <br />S10 <br />2 - #4 2 - 8x8xl6 CONC MASONRY <br />BLOCK COL W/ RUNNING BOND <br />#3 ® 18" 10 a PATTERN <br />1'-0" g 4 - #4 <br />6" <br />2 - #4 — <br />-2'-0" X 2' -DI X 2' SQ. -2'- 0" X 0 X 0" SQ., <br />r FOOTING 1 r FOOTING <br />MASONRY BLOCK COLUMN <br />DETAIL SECTION <br />SCALE: 3/4'=1'-0" S9 SCALE: 3/4"=1'-0" <br />UNAUTHLFJZED 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 PLAN/DRAWING <br />MUST <br />ST BE DOCENTS IN WRITING AND REQUIR S APPROVAL BY EMCON. THIS PLAN/DRAWING REFLECTS THE REGULATORY REQUIREMENTS OR CONCURRENCE IN EFFECT AT THE TIME OF ITS ISSUANCE, <br />6" 1 1 ' - 0" 1 6" <br />DETAIL <br />SCALE: 1"=l' -O" $$ <br />X <br />4a <br />Ul <br />4 - #8 VERT. BARS <br />W/ STD HOOK <br />LINE OF STEEL COLUMN <br />FOOTING SHOWN DOTTED---\ <br />0 <br />3 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />2 <br />4/03/91 <br />PLAN CHECK 3/28/91 <br />54q <br />"]v <br />1 <br />3/18/91 <br />PLAN CHECK 3/12/91 <br />WHS <br />S U <br />WD <br />P.R. <br />0 <br />2/2/91 <br />ISSUED FOR CONSTRUCTION <br />WHS <br />S U <br />P.R. <br />REV <br />DATE <br />DESCRIPTION <br />DWN B <br />DES BY <br />CHK BY <br />APP B <br />DATE OF ISSUE DWN 8 N,SOMA CHK BY <br />_F_C0 1991 DES BY S. USSERY APP BY P. ROBY <br />DETAIL <br />SCALE: 1"=1'-0" S8 <br />#3 CLOSED TIES <br />®9" O.C. <br />PROVIDE EXTRA <br />TIE ® TOP (TYP) <br />ll7 l lr r%r..IR[` <br />EMcon- <br />Associates <br />GRADE BEAM ® FOOTING <br />DETAIL <br />SCALE: 3/4"=l' -O" lsS8 <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />OFFICE/MAINTENANCE BUILDING -DETAILS <br />DRAWING NO. <br />slo <br />PROJECT NO. <br />939-02.43 <br />KEC:VFKU UKAWINU <br />® 18" O.C. <br />EMcon- <br />Associates <br />GRADE BEAM ® FOOTING <br />DETAIL <br />SCALE: 3/4"=l' -O" lsS8 <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />OFFICE/MAINTENANCE BUILDING -DETAILS <br />DRAWING NO. <br />slo <br />PROJECT NO. <br />939-02.43 <br />KEC:VFKU UKAWINU <br />