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�I o <br />o Go <br />SEE CIVIL DWGS. 86'-4" <br />8" 85-0" <br />1 2 3 4 <br />30'-0' 25'-0" <br />24'-8' 3'-4" 25'-0' 3'-4' 24'-8" 3'-4" 111 <br />8" 8'-8"E> <br />I <br />1 E4 E <br />� �N�; 5 I <br />BOF = 97'-0' S4E> <br />co — _ BOF = 93'-6"—-------------- ----—BOF_93'-6"— _ — - co <br />A "-a <br />f _ — <br />N I I co ��\�� 6 4 I I aro <br />ll BOF = 93 -6 --- <br />i \ <br />- - d_M j I LJ <br />41 <br />_ ' = �.. I <br />N of '..: <br />00 <br />00 <br />N <br />B <br />C <br />C-, <br />-'-- --- <br />F3 <br />F3 <br />_ <br />I <br />— <br />— <br />— <br />— <br />- <br />, <br />j=• I <br />—IJ <br />I L <br />L <br />I <br />L <br />_I � <br />a" ,•I <br />3 <br />I I <br />00 <br />S4 <br />N <br />�'• <br />f• '1. <br />I <br />I � <br />N <br />4" THICK CONCRETE SLAB REINFORCED W/ 13's 0 18" O.C. EACH <br />2 I' <br />ih <br />WAY (PLACED AT Or BELOW TOP OF SLAB) OVER 6" COMPACTED <br />t <br />-r . <br />FREE DRAINING GRANULAR MATERIAL (AS DIRECTED BY THE ONSITE <br />GEOTECHNICAL ENGINEER) OVER POLYETHYLENE VAPOR RETARDER <br />OVER PROPERLY PREPARED SUBGRADE. FINISH FLOOR EL = <br />'' <br />100'-0" (USGS EQUIVALENT = 105.67'). COORDINATE INSTALLATION <br />o <br />OF UNDER SLAB MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS <br />WITH MECHANICAL DRAWINGS. <br />I <br />is � ".• :. -: k• <br />I <br />2 <br />TYP. <br />LO TYP. <br />r I1200 <br />c r..:.. <br />F;:, <br />4p <br />4� <br />o I 4d 1 0 <br />4� <br />■■IIIIII <br />■■■■■ <br />=0■J <br />MT.-L.— ----e <br />I 2 T 8 <br />g r <br />' TYP. TYP. <br />8' 4'-8� 446 4'4� 4'-9� 4'-2- 3'-10� 3'-111" EQUAL SPACES <br />L 7'-4" 6'-0" 18'-8" , 1 8'-0" r 12'-0" 6'-0" 23'-0" <br />I I 30'-0" I 30'-0" 25'-0" <br />1 �J ( 3 <br />�- <br />SEE SEE <br />CIVIL CIVIL 86'-4" <br />FOUNDATION PLAN <br />SCALE: 1 /8" = V-W <br />TRUE <br />NORTH <br />SEE CIVIL DWGS. j I <br />I <br />3'-4' <br />4 <br />0 <br />I <br />00 <br />N <br />It <br />N <br />TYP. <br />0 <br />I <br />c> <br />co <br />I <br />N <br />A <br />B <br />1 I <br />Go o <br />FOR TYPICAL TRASH ENCLOSURE <br />SCREEN WALL SEE SECTION 9/S4. <br />REFER TO CIVIL DRAWINGS FOR PLAN <br />LOCA11ON <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 />BOTTOM 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 />LONG. <br />TRANS" <br />WWII <br />TIES <br />F1 <br />4'-0"x4'-0"x1'-O" <br />(6) #4's <br />(6) #4's <br />93'-6" <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"xl'-O" <br />(6) #4's <br />(6) #4's <br />93'-6" <br />SEE 6/S4 <br />(8) #6 <br />SEE 2/S4 SIM <br />99'-4" <br />1,2,3,4,5 <br />5/S4 <br />F2 <br />F3 <br />6'-0"x6'-0"xl'-6" <br />(6) 14 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'-0"x2'-4" <br />(7) 14 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 & BOTT. <br />97'-0" <br />--------- <br />------- <br />--------- <br />--------- <br />1,2,3,4,5 <br />7/S4 <br />F5 <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 FOUNDA11ON 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 />QFLOOR SAFE: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE 18"x18" <br />BLOCKOUT (SEE SECTION 10/S3). REFER TO ARCHITECT FOR PLAN LOCATION. FINAL <br />INSTALLATION OF SAFE TO BE AFTER COMPLE11ON OF OFFICE GYP. BOARD WORK. <br />OSIDEWALK PROVIDE 4" THICK CONCRETE REINFORCED W/ 13'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 />ODOOR PAD: PROVIDE 4" THICK CONCRETE REINFORCED W/ 13's 0 18" O.C. EACH <br />WAY (PLACED AT Vr 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 />O4 SLAB HAIRPIN. SEE DETAIL 7/S3. (FIELD BEND HAIRPIN TO MISS FLOOR SAFE WWHERE <br />REQUIRED.) <br />OSTEEL BOLLARD: SEE SITE DEVELOPMENT PLANS AND DETAILS. (WHERE APPLICABLE, <br />ALIGN WITH CENTERLINE OF STOREFRONT MULLIONS.) <br />p PROVIDE #4x4'-0" DOWEL TURN 45 DEGREES AT SLAB INSIDE CORNERS <br />0 SIDE WALK CONTROL JOINT, SEE SECTION 1/S2. <br />0 SIDE WALK ISOLATION JOINT. SEE SECTION 3/S2. <br />0 CONTROL/CONSTRUCTION JOINT SEE DETAILS 1 & 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 />SECTION 1816 OF THE 2010 FLORIDA BUILDING CODE. <br />SUBTERRANEAN TERMITE TREATMENT SHALL BE PERFORMED <br />AFTER ALL EXCAVATIONS, BACKFILUNG AND COMPACTION IS <br />COMPLETED, INCLUDING AREAS OF EXTERIOR CONCRETE OR <br />(MADE 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 />L.Q.,,,.,, I^I IP <br />_y; <br />CH <br />z <br />a <br />8" <br />4 SECTION <br />S2 SCALE: 3/4' = i'-O" <br />SLAB CONTROL JOINT, TOOLED OR INTERIOR OR EXTERIOR <br />SAWN. CONTROL JOINT TO BE )6"x Y4 CONCRETE SLAB SEE <br />SLAB THICKNESS. SEE FOUNDATION FOUNDATION PLAN. <br />PLAN FOR JOINT LOCATIONS. <br />TYP. CONTROL <br />1 JOINT DETAIL <br />S2 SCALE: 3/4' = 1'-0" <br />-Y4"0xO'-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 />MS22 JOINT DETAIL <br />SCALE: 3/4" = 1'4r <br />-N4"0xO'-10" SMOOTH DOWEL <br />® 12" O.C. GREASE ONE <br />END TO PREVENT BOND -- <br />V ISOLATION JOINT <br />WITH ASPHALTIC FILLER <br />& SEALANT --, <br />#4 CONT. <br />8" 1 8" <br />EXTERIOR CONCRETE <br />SLAB OR SIDEWALK SEE <br />FOUNDATION PLAN. <br />SIDEWALK <br />INUOUS 3 ISOLATION JOINT <br />S2 SCALE: 3/4" = 1'4r <br />co <br />NoIE <br />- z <br />- * 0 <br />U) <br />Fttl In <br />P•.•G`2�'`� o <br />ONAL �N z <br />/ll i 11 l ll� l01 I 0 <br />N <br />w <br />SHEETS BEARING THIS SEAL ARE ° <br />AUTHENTICATED, RESPONSIBILITY FOR w <br />ALL OTHER PLANS, SPECIFICATIONS = <br />OR INSTRUMENTS ARE DISCLAIMED. <br />IL <br />0 <br />VCJ z <br />z <br />w <br />N <br />z <br />o 0 <br />cm <br />co <br />O m W °w <br />(�--� Z rn <br />Lr' ZMO <br />W <br />It <br />E3 (1)OoOa S a <br />W <br />o N <br />UW�W i <br />H <br />I- <br />o <br />_ 10 0 <br />~=UJ <br />L CM <br />aO0 Z°° w <br />t► m N11 T- 0 <br />t? 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