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co <br />3 <br />N <br />0 <br />cv <br />N <br />O <br />'•t <br />O <br />rn <br />O <br />Q <br />N <br />O <br />m <br />/ <br />N <br />O <br />rn <br />0 <br />Q <br />/ <br />c <br />SECTION <br />1/2"=1'-0" Ag <br />GYP BD WALL <br />6" <br />2 X 6 CAP <br />PAINT GRADE <br />(TYPICAL) -- <br />1 1/2"0 PIPE <br />RAILING (TYP) N <br />+I <br />M <br />RIBBED I PRECAST <br />DI METAL CONCRETE I \� f� <br />in'D SIDING LANDING ^' <br />& STEPS <br />W % <br />In <br />TOP OF FROM 1 X 4 I %� <br />O1 LANDING ( WD BASE --\ <br />o <br />OSING <br />(TYPICAL) <br />3/16" THK PL--- <br />WELDED <br />L WELDED TO <br />STRINGER -"�\ vFURR DOWN THIS <br />-SECTION OF STAIR \ <br />\ - <br />& NAILED PROVIDE 5/8" �'-'�` <br />b Wl 2 X 4 FRAMING <br />TO POST TYPE 'X' GYP BD � <br />Lo © WALLS & CEILING \� ® 24 O.C. <br />POST UNDER THE STAIR `� <br />4 ,._ <br />X 4 OS (TYP) \ <br />EA STRINGER <br />(TYPICAL) JANITOR/STORAGE_- <br />ROOM <br />�- <br />i <br />c <br />STAIR <br />SECTION <br />1/2" qg <br />is <br />M <br />FROM 1 X RIPPED <br />WOOD BASE <br />LINE OF 8'-0" <br />SUSPENDED <br />ACOUS. CLG. — <br />METAL DOOR <br />FRAME (TYP) <br />WELDED <br />CONNECTION <br />(TYP) <br />TS 4 X 6 X 1/4" THK <br />SINGLE STRINGER (TYP) <br />0 1 RLAUJ VLY I I LH <br />STAIR PLAN ® 2ND FLR <br />DETA IL <br />1/2"=1'-0" 10 <br />12" X 12" X 3/16- <br />STL <br />/16"STL PLATE WELDED <br />TO STRINGER W/ 4 <br />5/8"0 ANCHOR BOLTS <br />3'-6" HIGH GYP <br />BOARD WALL <br />RAILING W/ 2 X 6 <br />PAINT GRADE <br />WOOD CAP <br />8" X 12" X 3/16" <br />STL PLATE WELDED <br />TO STRINGER W/ 2 <br />5/8"0 LAG BOLTS <br />JNAUTNERIZED CHANGES, USES MID TIME EFFECTS: EMCON WILL NOT BE RESPONSIBLE OR LIAR! F FnR llNAllTHnR17FF) r.H4N(:FC TO nR I ic97c nr7 TWIQ of A,l /non,ulnlf� <br />APPROVAL BY EMCON. THIS PLAN/DRAWING REFLECTS THE REGULATORY REQUIREMENTS OR CONCURRENCE IN EFFECT AT THE TIME OF ITS ISSUANCE. <br />2 X 4 STUDS ® 16" <br />O.C. (TYPICAL) <br />GYP. BD. INTERIOR <br />WALL FINISH MAT'L <br />GIRT LINE <br />SHOWN DOTTED <br />RIBBED METAL INSIDE METAL CORNER <br />SIDING <br />TRIM PER METAL FIBERGLASS BATTS <br />BLDG. STANDARDS EXTERIOR WALL <br />OUTSIDE METAL CORNER INSULATION (TYP) <br />7 <br />TRIM PER METAL BLDG 3/8" PLWD SHEATHING b <br />STANDARDS THIS ENTRY AREA <br />LOCATION DBL STUDS <br />>< FRAMED OPENING <br />SEALANT (TYPICAL) <br />METAL DOOR <br />WALL FRAME <br />DETAIL i7 <br />1 5 3 4" <br />O <br />1 <br />N <br />RI <br />co <br />3'-0" <br />OVERHANG AROUND (TYP) <br />OUTSIDE FACE OF CONC. <br />MASONRY BLOCK COL. — <br />G.I. GUTTER- 6" <br />MTL TRIM <br />CAP <br />RIBBED <br />METAL <br />FASCIA <br />4 X 6 HEADER <br />(MIN.) <br />METAL DOOR FR <br />Ame• <br />METAL TRIM <br />FLASHING <br />PROVIDE L FRAME <br />AROUND COLUMN - <br />2 — 8" X 8" X 16" <br />CONCRETE MASONRY <br />BLOCK COLUMN OR <br />16" X 16" PILASTER <br />W/ 4 — #4 VERTICAL <br />& #4 TIES ® 32" O.C. <br />FILL ALL CELLS W/ <br />CONCRETE <br />G.I. DOWNSPOUT <br />WHERE OCCURS <br />5'-4" <br />12 <br />1 �- <br />PURLINS - SHOWN <br />AS 8 1/2" ZEE <br />RIBBED METAL <br />ROOFING <br />OF CANOPY <br />STRUCTURAL STEEL <br />FRAME AS PROVIDED <br />BY METAL BLDG CON- <br />TRACTOR <br />RIBBED METAL <br />SOFFIT <br />SOFFIT FRAMING <br />>� SHOWN AS 6 1/2" CEE <br />12" X 12" X 1/2" STL <br />WELDED TO FRAME W/ <br />4 - 3/4"0 ANCHOR <br />I BOLTS <br />CANOPY <br />SECTION <br />HEAD <br />WOOD STUD AN^"^r' <br />1/2" GYP. BD. <br />EACH SIDE <br />(TYP U.N.O.) <br />DOUBLE 2 X 4 <br />STUDS <br />MTL DOOR FRA_.._ <br />(DS SERIES) <br />TOP OF CONCRETE <br />FLOOR SLAB <br />INTERIOR DOOR <br />DETAIL <br />3" =1 *-0" <br />EMcon <br />Assodates <br />RIBBED METAL <br />SIDING <br />STEEL ZEE GIRT <br />(8 1/2- SHOWN) <br />BYPASS INSUL <br />FOR REINFORCE- <br />MENT OF FOOTING <br />& SLAB, SEE <br />DETAIL /0"79 <br />EXTERIOR WALL <br />SECTION <br />3/4"=1'-0" <br />NOTE: <br />STRUCTURAL FRAMING & <br />TREATMENT OF FASCIA <br />& SOFFIT SHOWN ARE <br />CONCEPTUAL ONLY. CON- <br />TRACTOR TO PROVIDE <br />FRAMING & DETAILS IN <br />ACCORDANCE W/ STANDARD <br />PRACTICE ON METAL BLDG <br />CONSTRUCTIONS. <br />R19 BATTS ROOF <br />INSULATION <br />J 1 1\ V V I V I\ML <br />STEEL FRAME <br />2 X 4 P. T. D. F. <br />SILL PLATE W/ <br />5/8" X 10" <br />ANNCHOR BOLTS <br />0 48" O.C. (TYP. <br />U.N.O.) <br />FIRST FLOOR <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY. LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />OFFICE/MAINTENANCE BUILDING DETAILS <br />DRAWING N0. <br />A9 <br />PROJECT NO. <br />939-02.43 <br />RECORD DRAWING <br />2 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />4/03/91 <br />PLAN CHECK 3/28/91 <br />s7 <br />0 <br />1 2/2/91 <br />ISSUED FOR CONSTRUCTION <br />WHS <br />AFD <br />AFD <br />P.R. <br />REV].DATE <br />DESCRIPTION <br />DWN B <br />DES BY <br />CHK BY <br />APP B <br />DATE OF ISSUE DWN BY_J_4-50M_ACNK BY A.F.DIMALANTA <br />_EQ 191 _ DES BY-A.F_DIMALANTA APP BY_PHIL ROBY <br />EMcon <br />Assodates <br />RIBBED METAL <br />SIDING <br />STEEL ZEE GIRT <br />(8 1/2- SHOWN) <br />BYPASS INSUL <br />FOR REINFORCE- <br />MENT OF FOOTING <br />& SLAB, SEE <br />DETAIL /0"79 <br />EXTERIOR WALL <br />SECTION <br />3/4"=1'-0" <br />NOTE: <br />STRUCTURAL FRAMING & <br />TREATMENT OF FASCIA <br />& SOFFIT SHOWN ARE <br />CONCEPTUAL ONLY. CON- <br />TRACTOR TO PROVIDE <br />FRAMING & DETAILS IN <br />ACCORDANCE W/ STANDARD <br />PRACTICE ON METAL BLDG <br />CONSTRUCTIONS. <br />R19 BATTS ROOF <br />INSULATION <br />J 1 1\ V V I V I\ML <br />STEEL FRAME <br />2 X 4 P. T. D. F. <br />SILL PLATE W/ <br />5/8" X 10" <br />ANNCHOR BOLTS <br />0 48" O.C. (TYP. <br />U.N.O.) <br />FIRST FLOOR <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY. LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />OFFICE/MAINTENANCE BUILDING DETAILS <br />DRAWING N0. <br />A9 <br />PROJECT NO. <br />939-02.43 <br />RECORD DRAWING <br />