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0 <br />3 <br />rn <br />N <br />0o <br />0 <br />o� <br />0 <br />N <br />0 <br />0 <br />0 <br />V) <br />N <br />0 <br />M <br />rn <br />N <br />O <br />0 <br />0 <br />a <br />w <br />0 <br />&A <br />GENERAL NOTES - <br />1. Unless noted otherwise, all concrete shall have a <br />min. 28—day compressive strength of 3,000 psi. <br />2. All reinforcing steel is to be ASTM A615, Grade 60. <br />Alternately, ASTM A615, Grade 40 may be used for <br />stirrups and closed ties. <br />3. All dimensions from grid lines to edge of concrete <br />are dependent on metal building design provided by <br />the contractor. These dimensions shall be verified <br />by shop drawing submittal and will be revised by the <br />Engineer if required. <br />4. Foundation dimensions are based on assumed values <br />for foundation loading from typical metal buildings <br />of the same type. Once the contractor has completed <br />his design of the building, he shall furnish the <br />Engineer with design reactions at the column bases. <br />The engineer will verify the adequacy of the <br />foundations and revise, if necessary, the drawings. <br />5. The allowable bearing capacity of spread footings is <br />3,000 psf. <br />6. Foundation walls around the perimeter of the <br />recycling building depend on the integral slab— <br />on—grade on top of the wall to prevent lateral <br />movement. These walls must be restrained by <br />shoring, bracing, or tie—backs to prevent lateral <br />movement until the slab—on—grade is in—place with <br />sufficient strength to restrain them. <br />7. Refer to the mechanical and electrical drawings for <br />miscellaneous embedded pipes and conduits. <br />8. All wood framing dimensions and details must be <br />coordinated with actual dimensions provided in the <br />metal building structure. <br />9. Refer to drawing All1 and specifications for <br />concrete finishing surface. <br />10. Reinforcing steel spliced in concrete shall have <br />a minimum lap of 32 bar diameters or not less <br />than 2'-0", unless noted otherwise. Reinforcing steel <br />spliced in masonry shall have a minimum lap of 48 <br />bar diameters or not less than 2'-0", unless noted <br />11. Size, type, and location of anchor bolts for the <br />metal building must be approved by the Engineer <br />prior to their placement. <br />12. Bond beams with 2 — #4 bars will be provided at <br />4'-0" o.c. and at the top of all masonry walls. <br />Window and door openings 4'-0" wide or more <br />shall be reinforced with two bond beams immediately <br />over openings, bars to extend 2'-0" each side of <br />opening. <br />13. Refer to specifications contained within "North County <br />Recycling Center Entrance Facilities, Project Manual for <br />Construction, February 1991", for additional information. <br />CONCRETE WALL <br />WHERE OCCURS <br />ABBREVIATIONS <br />& <br />AND <br />0 <br />AT <br />ACOUS <br />ACOUSTIC <br />ALUM <br />ALUMINUM <br />BD <br />BOARD <br />BLDG <br />BUILDING <br />BLKG <br />BLOCKING <br />BM <br />BEAM <br />CENTER LINE <br />CLG <br />CEILING <br />COL <br />COLUMN <br />CONC <br />CONCRETE <br />CONT <br />CONTINUOUS <br />DBL <br />DOUBLE <br />DR <br />DOOR <br />D. F. <br />DOUGLAS FIR <br />DWG <br />DRAWING <br />EA <br />EACH <br />E. F. <br />EACH FACE <br />ELEV <br />ELEVATION <br />E.M.T. <br />ELECTRO/MECHANICAL TUBING <br />E.S. <br />EACH SIDE <br />E.W. <br />EACH WAY <br />EXIST <br />EXISTING <br />EXT. <br />EXTERIOR <br />F.O.S. <br />FACE OF STUD <br />F.S. <br />FAR SIDE <br />FTG <br />FOOTING <br />GA <br />GAUGE <br />G. 1. <br />GALVANIZED IRON <br />GYP BD <br />GYPSUM WALLBOARD <br />HGT <br />HEIGHT <br />H.M. <br />HOLLOW METAL <br />HORIZ <br />HORIZONTAL <br />INSUL <br />INSULATION <br />LBS <br />POUNDS <br />MAT'L <br />MATERIAL <br />MIN <br />MINIMUM <br />MTL <br />METAL <br />N.S. <br />NEAR SIDE <br />0/ <br />OVER <br />O.C. <br />ON CENTER <br />OPNG <br />OPENING <br />PL <br />PLATE <br />it <br />PROPERTY LINE <br />PLWD <br />PLYWOOD <br />PNL <br />PANEL <br />REINF <br />REINFORCED <br />SIM <br />SIMILAR <br />SIMP. <br />SIMPSON'S <br />STD <br />STANDARD <br />STL <br />STEEL <br />STRUCT'L <br />STRUCTURAL <br />T&B <br />TOP & BOTTOM <br />T&G <br />TONGUE AND GROOVE <br />THK <br />THICK <br />THRU <br />THROUGH <br />T.S. <br />TUBULAR SECTION <br />T.O. <br />TOP OF <br />T.O.C. <br />TOP OF CONC. <br />T.O.F. <br />TOP OF FOOTING <br />TYP <br />TYPICAL <br />U.N.O. <br />UNLESS NOTED OTHERWISE <br />U/S <br />UNDER SIDE <br />VERT. <br />VERTICAL <br />V.I.F. <br />VERIFY IN FIELD <br />W/ <br />WITH <br />WD <br />WOOD <br />W.H. <br />WATER HEATER <br />PREMOLDED JOINT SEE NOTE #10 <br />2'-0" I MATERIAL FOR THICKNESS 24" LONG SMOOTH m N <br />CONCRETE FTG <br />FOR PIPES OR OF SLAB – SEE #4 BAR WITH Z <br />TRENCHES I & SLAB – SEE FOUNDATION COATING ONE SIDE a <br />DETAILS BAR REINFORCEMENT PLANS (TYP) <br />(TYPICAL) BAR REINF. <br />FINISHED GRADE <br />LINEa s o e <br />Q <br />d . <br />TRENCH – OPEN <br />OR FILLED W/ <br />GRAVEL <br />PIPES IN <br />COMPACTED <br />BACK FILLED <br />TRENCHES IX <br />i <br />r <br />0 <br />6 <br />LOCATE ALL PIPES & <br />TRENCHES -ABOVE <br />THIS LINE <br />PIPES AND TRENCHES <br />PARALLEL TO FOOTINGS <br />DETAIL <br />SCALE: 3/4"=1'-0" SO <br />2" SAND <br />6 MIL POLYETHYLENE <br />MOISTURE BARRIER - <br />4" GRAVEL BASE <br />(TYPICAL U.N.O.) — <br />CONSTRUCTION JOINT <br />DETAIL <br />SCALE: 1"=1'-0" SO <br />2" SAND <br />6 MIL POLYETHYLENE <br />MOISTURE BARRIER — <br />4" GRAVEL BASE <br />(TYPICAL U.N.O.) <br />SAWCUT – FOR JOINT <br />FILLER, USE ELASTO– <br />MERIC SEALANT AS REQ'D. <br />IN HEAVY WHEEL LOAD <br />AREAS, USE SEMI–RIGID <br />EPDXY JOINT FILLER <br />S. <br />CRACK CONTROL JOINT <br />DETAIL <br />SCALE: 1"=1'-0" SO <br />DATE OF ISSUE DWN BY N.SOMA CHK BY <br />FEB 1991 DES BY -S', t)ee-4 APP I <br />ATF <br />OF <br />CA <br />Emcon <br />Rssociates <br />o <br />EXPANSION JOINT <br />MATERIAL <br />v <br />RESILIENT <br />SEALANT <br />d <br />' v <br />___1 \ NA . a <br />_ o <br />�\ '\ rl <br />ISOLATION JOINT <br />DETAIL <br />SCALE: 11"=11'–O" $O <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />STRUCTURAL COVER SHEET <br />DRAWING NO. <br />so <br />PROJECT NO. <br />939-02.43 <br />�1A� 1S —�� FitC:VKU UFiAWINIa <br />1 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />0 <br />2/2/91 <br />ISSUED FOR CONSTRUCTION <br />REV <br />DATE <br />DESCRIPTION <br />DWN B <br />DES BY CHK BY <br />APP B <br />DATE OF ISSUE DWN BY N.SOMA CHK BY <br />FEB 1991 DES BY -S', t)ee-4 APP I <br />ATF <br />OF <br />CA <br />Emcon <br />Rssociates <br />o <br />EXPANSION JOINT <br />MATERIAL <br />v <br />RESILIENT <br />SEALANT <br />d <br />' v <br />___1 \ NA . a <br />_ o <br />�\ '\ rl <br />ISOLATION JOINT <br />DETAIL <br />SCALE: 11"=11'–O" $O <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />STRUCTURAL COVER SHEET <br />DRAWING NO. <br />so <br />PROJECT NO. <br />939-02.43 <br />�1A� 1S —�� FitC:VKU UFiAWINIa <br />