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SEE CIVIL DWGS. 86'-4" <br />8" 85'-0" <br />1 <br />2 <br />3 <br />4 <br />24'-8" <br />3'-4" <br />25'-0" <br />S-4" <br />24'-8" 3'-4" <br />8",kj <br />8'-8" <br />miNiS <br />A <br />I <br />BOF = 97'-0"I <br />-Q <br />co <br />_ <br />BOF=9'-V <br />BF=95'-0" <br />O <br />co <br />co <br />/ <br />LBOF=5'-0" <br />I <br />• <br />i <br />oo <br />:� <br />o <br />1 <br />AN• <br />S3 <br />1• <br />•1 ' ,,� <br />co <br />9 TYP. <br />(. <br />I ^ °° <br />I <br />�' <br />N <br />3 <br />I <br />I <br />" <br />B <br />C <br />GV <br />`T• ,"e 1 <br />! <br />! <br />1 <br />TYP'V.I <br />" <br />2 '1' <br />1 <br />- <br />4" THICK CONCRETE SLAB REINFORCED W/ #3's 0 18- O.C. EACH <br />I <br />I <br />WAY PLACED AT iX�" BELOW TOP � SLAB OVER 6" COMPACTED <br />( ) <br />! <br />FREE DRAINING GRANULAR MATERIAL (AS DIRECTED BY THE ONSITE <br />! <br />! <br />Nb <br />GEOTECHNICAL ENGINEER) OVER POLYETHYLENE VAPOR RETARDER <br />OVER PROPERLY PREPARED SUBGRADE. FINISH FLOOR EL = <br />! <br />-Cr (USGS EQUIVALENT = 105.6T). COORDINATE INSTALLATION <br />( <br />! <br />• <br />o <br />a::` : : 1: <br />OF UNDER SLAB MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS <br />I <br />I <br />r ... • .r <br />.r. <br />WITH MECHANICAL DRAWINGS. <br />f. <br />co <br />.1• 'I <br />I <br />1 <br />I <br />! <br />! TYP.CD <br />( <br />•L . <br />! <br />I <br />I <br />! <br />�' <br />a <br />t <br />I <br />i <br />9 TV. <br />! <br />co <br />! <br />! <br />N� <br />►• 1 <br />2 <br />I <br />I <br />I <br />I <br />to <br />to <br />BOF= 97'-O" <br />,— F4j <br />L/ <br />—•o <br />— <br />--- F5l <br />I---- <br />-- <br />BOF - 9r <br />—--=0 ---� <br />1 <br />MM9_. <br />h <br />•r <br />4 <br />2 <br />g � <br />7 8 VTYP. <br />� 11 )TYP( <br />TYP. 8 <br />8• 4 -8� 4!-6 " 4 46 4 -9 4'-2• 3 -10 3 -11 EQUAL SPACES <br />3'-4" L 7'-4" 6'-0" 18'-8" 8'-0" 12'-0" 6'-0" 23'-0" <br />30'-0" 25'-0" <br />1 <br />8" <br />SEE SEE <br />CIVIL CIVIL <br />2 <br />85'-0" <br />86'-4' <br />FOUNDATION PLAN <br />SCARAs 1/8" = 1W <br />3 <br />SEE CIVIL DWGS. I Ii <br />13 =4" <br />4 <br />B <br />�TYP. <br />w <br />co <br />I <br />N <br />FOR TYPICAL TRASH ENCLOSURE <br />SCREEN WALL SEE SECTION 9/S4. <br />REFER TO CIVIL DRAWINGS FOR PLAN <br />LOCATION <br />FOR MONUMENT SIGN FOUNDATIONS <br />SEE DETAILS 10 & 11 /S4. REFER TO <br />CIVIL DRAWINGS FOR PLAN LOCATION <br />FOR SITE RETAINING WALL REFER TO <br />SECTION 4/S1. SEE CIVIL DRAWINGS <br />FOR LOCATION. <br />FOUNDATION SCHEDULE <br />MARK <br />FOOTING SIZE <br />(W x L x T) <br />FOOTING <br />REINFORCEMENT <br />1301"M OF <br />FOOTING <br />ELEVATION <br />PILASTER <br />SIZE <br />PILASTER <br />REINFORCEMENT <br />TOP OF <br />PILASTER <br />ELEVATION <br />NOTES <br />REFER <br />MARK <br />TRANS. <br />VEST" <br />TIES <br />F1 <br />4'-0"x4'-0"x2'-4" <br />(6) #4 EACH WAY TOP do BOTT. <br />95'_p" <br />SEE 4/S4 <br />(8) #6 <br />SEE 2/S4 <br />99'-4" <br />1,2,3,4,5 <br />4/S4 <br />F1 <br />F2 <br />4'-0"x4'-0"x2'-4" <br />(6) #4 EACH WAY TOP & BOTT. <br />95'-0" <br />SEE 5/S4 <br />(8) #6 <br />SEE 2/S4 SIM <br />99'-4" <br />1,2,3,4,5 <br />5/S4 <br />F2 <br />rF3 <br />6'-0"x6'-0"x1'--6" <br />(6) #4 EACH WAY TOP & BOTT. <br />96'-0" <br />2'-6"x2'-6" <br />(12) #6 <br />SEE 8/S4 <br />99'-4" <br />1,2,4,5 <br />3/S4 <br />F3 <br />F4 <br />4'-0"x4'—O"x2'-4" <br />(7) #4 EACH WAY TOP & BOTT. <br />97'-0" <br />--------- <br />------- <br />--------- <br />--------- <br />1,2,3,4,5 <br />6/S4 <br />F4 <br />F5 <br />4'-0"x4'-0"x2'-4" <br />(7) #4 EACH WAY TOP do BOTT. <br />97'—p" <br />--------- <br />------- <br />--------- <br />--------- <br />1,2,3,4,5 <br />7/S4 <br />F5 <br />I <br />T_ J_ <br />NOTES: <br />1. ALL. ANCHOR BOLTS SHALL BE SIZE, QUANTITY AND SPACING AS SPECIFIED BY THE PRE—ENGINEERED METAL BUILDING MANUFACTURER. MAINTAIN 3" MINIMUM CONCRETE COVER AROUND BOLTS. TIES <br />SHALL WRAP AROUND ANCHOR BOLTS. <br />2. COLUMN BASE PLATES ARE TO REST ON TOP OF SLAB. PROVIDE LEVEL BEARING SURFACE FOR EVEN CONTACT. <br />3. COLUMN FOOTING REINFORCEMENT TO BE INTEGRAL WITH CONTINUOUS FOUNDATION REINFORCEMENT. <br />4. PROVIDE ANCHOR BOLT TEMPLATES AT COLUMN. <br />5. ALL SPREAD FOOTINGS ARE TO BE CENTERED BENEATH COLUMNS UNLESS NOTED OTHERWISE <br />KEYNOTES: <br />0 FLOOR SAFE: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE 18"08" <br />BLOCKOUT (SEE SECTION 10/S3). REFER TO ARCHITECT FOR PLAN LOCATION. FINAL <br />INSTALLATION OF SAFE TO BE AFTER COMPLETION OF OFFICE GYP. BOARD WORK. <br />OSIDEWALK PROVIDE 4" THICK CONCRETE REINFORCED W/ #3's 0 18' O.C. EACH <br />WAY (PLACED AT IV BELOW TOP OF SLAB) OVER 6" COMPACTED FREE DRAINING <br />GRANULAR MATERIAL (AS DIRECTED BY THE ONSITE GEOTECHNICAL ENGINEER) ON <br />PROPERLY PREPARED SUBGRADE. PROVIDE CONTROL AND ISOLATION JOINTS AS <br />INDICATED. SEE CIVIL DRAWINGS FOR TOP OF CONCRETE SPOT ELEVATIONS. <br />0 DOOR PAD: PROVIDE 4" THICK CONCRETE REINFORCED W/ #3's 0 18" O.C. EACH <br />WAY (PLACED AT W BELOW TOP OF SLAB) OVER 6" COMPACTED FREE DRAINING <br />GRANULAR. MATERIAL (AS DIRECTED BY THE ONSITE GEOTECHNICAL ENGINEER) ON <br />PROPERLY PREPARED SUBGRADE. PROVIDE CONTROL. AND ISOLATION JOINTS AS <br />INDICATED. SEE CIVIL DRAWINGS FOR TOP OF CONCRETE SPOT ELEVATIONS. <br />0 SLAB HAIRPIN. SEE DETAIL 7/53. (FIELD BEND HAIRPIN TO MISS FLOOR SAFE WHERE <br />REQUIRED.) <br />0 STEEL BOLLARDSEE SITE DEVELOPMENT PLANS AND DETAILS. (WHERE APPLICABLE, <br />ALIGN WITH CENTERLINE OF STOREFRONT MULLIONS.) <br />J PROVIDE #4x4'-O" DOWEL TURN 45 DEGREES AT SLAB INSIDE CORNERS <br />7O SIDE WALK CONTROL JOINT, SEE SECTION 1/S2 <br />0 SIDE WALK ISOLATION JOINT. SEE SECTION 3/S2. <br />9O CONTROL/CONSTRUCTION JOINT SEE DETAILS 1 do 2/S2 <br />10 STEPPED FOOTING, REFER TO DETAIL 11/S3 <br />11 DETECTIBLE WARNING SURFACE, REFER TO CIVIL DRAWINGS <br />TERMITE PROTECTION OF SOILS: <br />TERMITE PROTECTION SHALL BE PROVIDED AS DEFINED IN <br />SEC11ON 1816 OF THE 2010 FLORIDA BUILDING CODE. <br />SUBTERRANEAN TERMITE TREATMENT SHALL BE PERFORMED <br />AFTER ALL EXCAVATIONS, BACKFILLING AND COMPACTION IS <br />COMPLETED, INCLUDING AREAS OF EXTERIOR CONCRETE OR <br />GRADE WITHIN 1 FOOT OF THE PRIMARY STRUCTURE. <br />RETREATMENT OF SOILS MAY BE REQUIRED IF ANY TREATED <br />SOILS ARE DISTURBED DURING THE CONSTRUCTION PROCESS. <br />ALL TREATED SOILS ARE TO BE PROTECTED FROM RAINFALL <br />DILUTION. REFER TO PROJECT MANUAL FOR ADDITIONAL <br />INFORMATION. <br />SLAB CONTROL JOINT, TOOLED OR - <br />SAWN. CONTROL JOINT TO BE 767x Y <br />SLAB THICKNESS. SEE FOUNDATION <br />PLAN FOR JOINT LOCATIONS. <br />INTERIOR OR EXTERIOR <br />CONCRETE SLAB SEE <br />FOUNDATION PLAN. <br />TYP. CONTROL <br />ni JOINT DETAIL <br />S2 SCAtt.E: 3/4" = V4r <br />70xO'-1O" SMOOTH DOWEL ® 12" O.C. <br />GREASE ONE END TO PREVENT BOND - <br />CONSTRUCTION JOINT (IF NEEDED). <br />LOCATION TO COINCIDE WITH CONTROL <br />JOINTS. (SEE FOUNDATION PLAN).,, <br />INTERIOR CONCRETE SLAB <br />SEE FOUNDATION PLAN. <br />TYP. CONSTR. <br />2 JOINT DETAIL <br />S2 SCALE: 3/4" = 1114r <br />V� <br />�V0 0'-10" SMOOTH DOWEL <br />® 12" O.C. GREASE ONE <br />END TO PREVENT BOND <br />�7 )!" ISOLATION JOINT <br />WITH ASPHALTIC FILLER <br />SEALANT <br />V <br />k/ #4 CONT. (TYP) <br />`G 8" <br />8" <br />EXTERIOR CONCRETE <br />SLAB OR SIDEWALK SEE <br />FOUNDATION PLAN. <br />SIDEWALK <br />3 ISOLATION JOINT <br />82 SCALEe 3/W = 11-W <br />REV4eN DATF <br />----- <br />v; TY OF �'ERHYRH1L. _1S <br />PLANS EXAMINER <br />BUtLD3tNG'5HA-t4.t,(j tYi.y WITO <br />ALL APPLICABLE BUILDING, <br />PLBCTRICAL, PLUMBING AWil1D <br />ME(,,11A.N`CAL CODES <br />0o1111111i/�j7-�� <br />No. 34027 ; <br />ST tin <br />R1 ���� 0 <br />Al..fC 4�c °• <br />/litii111���\'� z <br />rn <br />W <br />SHEETS BEARING THIS SEAL ARE 0 <br />AUTHENTICATED, RESPONSIBILITY FOR w <br />ALL OTHER PLANS, SPECIFICATIONS = <br />OR INSTRUMENTS ARE DISCLAIMED. F- <br />W <br />0 <br />z <br />z <br />W <br />N <br />z <br />0 <br />0 0 <br />z <br />C <br />3 <br />c m W 0w <br />_ z N <br />ZOO w <br />W to O UJ Ld <br />•� �J W <br />II. 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