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H <br />,I.d <br />ro <br />Y2" EXP. ISOLATION JOINT 'U <br />SEE DETAIL - THIS SHEET PLASTIC CONTROL 6-0 MAX <br />�; -- JT. FORMER 2'-0" TYP. 2'-0" MIN. 0 <br />LU 0 <br />_ - WIDTH WIDTH WIDTH LL, <br />I- L^ 0 >z PLASTIC CONTROL TONGUE & GROOVE <br />Z 0 Q METAL FORM SPLICE SPLICE SPLICE VULAR-- <br />0 <br />DO .0 <br />2 N JT. FORMER <br />C2 NO WW <br />H t v /4' THRU JOINT %4" MIN. / \ '�C, <br />ZO LU _Z RECTANG/i` Q Z 3 <br />V `t" CY ° ° ° ° ° a ° ° ° ° ° a F" OR ROUNiI� OJ <br />if LU° p PNG \ \ U <br />W ro <br />CONSTRUCTION JOINTS <br />I I I=1 I I-1 I I=1 1-11=1 11=1 11=1 11=1 11=1 I I I I I=1 11 f I 1=1 I I-1 I I=1 I I I I I=1 11=1 11=1 11=1 11=1 11=1 I I <br />SEE DETAIL -THIS SHEET ''1=1 I I., (�!_! I- = -I i' -' " =1I I I U <br />6 MIL VAPOR BARRIER ?�, ti PLACE \ OF U <br />O O O O O CUT BARS ON <br />w w w w u-t LU NP, EA. SIDE OF <br />OPENING <br />g g g g g <br />PROVIDE CONTROL JOINTS AT ALL COLUMNS AND OR REINFORCING - SEE <br />L <br />OF CASTIN LANES <br />20'-0" c/c. USE PREMOLDED STRIPS SCHEDULE <br />METHOD <br />le 30'-0" CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. SAW CUT PLAN +J <br />NOTES: MAX. JOINT MAY BE USED IN LIEU OF PREFORMED STRIP. 7 <br />ro <br />1. LANES SHALL BE CAST IN METHOD INDICATED WIDTH FOOTING WIDTH FOOTING 2-#4 AT (L OF SLAB <br />3 ro <br />2. LANES TO BE DIVIDED BY CONSTRUCTION JOINTS AT rL OF COLUMNS AND U <br />SUB -DIVIDED AT A MAXIMUM OF 30'-0" CENTERS. O CONTROL JOINT DETAIL OB CONSTRUCTION JOINT DETAIL a a a 44 ° <br />3. IN AREA WHERE COLUMNS DO NOT OCCUR, PROVIDE CONSTRUCTION AND/OR I =! = - -I - N <br />CONTROL JOINTS AS SHOWN. "-"'-"' "-"'-"' SLAB ON GRADE C <br />4. ALLOW 24 HOURS BETWEEN ADJACENT LANE PLACEMENT. A SECTION <br />1 Concrete Slab -On -Grade r2�� <br />Slab-On-Grade Joint Detail 3 Footing Intersection Reinforcing K4 Opening In Slab -On -Grade <br />C <br />�S20.32 SCALE: 3/4" = 1'-0" S 2 0. 3 2 SCALE: %4 = 1'-0" S2 0. 3 2 SCALE: Y4" = I'-0" V20.32 SCALE: 3/4"= F-0" E <br />Q) <br />+j <br />v <br />v <br />ro <br />Uj <br />w <br />a_ <br />LU °- --1 <br />40 U <br />PIPE THRU = z V 10'-0" MIN. <br />FOOTING <br />WALL Z 0 U- GROUND LINE "Q <br />U- "'C� C <br />CL LU <br />BACKFILL NOTE: STEPPED FOOTING FOR UTILITIES <br />O O O ° WHEN REQUIRED OR AS REQUIRED ON PLAN, <br />PER SPECS <br />D FOOTING 1 6 2 TRENCH <br />FOOTING FINISH GRADE <br />L-1MIN. 1 EXCAV -1 ! ° MATCH SCHED'D TRANSVERSE <br />a B.O.F. ELEV. ° ° ° ° 4 BAR SIZE &SPACING <br />o 1- ° v <br />LU - Ii �I = 1 I EXISTING UTILITY, SEE a •° ° ° CONTINUE BOT. <br />CIVIL DRAWINGS FOR a ° ro <br />9 O ° . REINF. OF SCHED. U <br />Z =) I I- -III= BOTTOM OF TRENCH \ SIZE &LOCATION. ° ° 4 °° _ <br />0 <br />LU _ 2 a a 4° FOUNDATION SIZE <br />EXCAVATION SHALL NOT 1 ° • ° 4 ° ° &SPACING ,n <br />= �- EXTEND BELOW THIS LINE d 4 ° ° ° <br />- _llEl <br />4 ° . <br />° w <br />DOF ° 4 ° ° °° z� L <br />SLEEVE COMPACTED FILL 90% DENSITY ° °� ° • ° 4° , a O = <br />ZSLEEVES 2 LARGER EQUAL CONTRACTOR TO LOCATE \ • 4 ° ° LU V +, <br />THAN O.D. OF PIPES D + 1'-6" BOTTOM OF FOOTING ELEVATION a • ° ° U- L <br />NOTE: THE CONTRACTOR SHALL BE TO AVOID SURCHARGING ON a O N <br />PROVIDE SLEEVE AND CONCRETE AS SHOWN; RESPONSIBLE FOR SHORING, SHEATHING OR EXISTING SUBGRADE UTILITIES. \ 2'-0" LAP <br />MORE THAN 3'-0" COMPACT BACKFILL OVER PIPE OTHERWISE MAINTAINING THE SIDES OF THE 0. <br />TO 90% AS APPROVED BY SOILS ENGINEER, OR EXCAVATION FROM CAVE-INS UNTIL ALL SPLICE C <br />USE STEPPED FOOTING BELOW PIPE. BACKFILL IS COMPLETED PER SPECIFICATIONS \ 0 <br />EXTEND BOT. BARS � <br />TO 3" OF END <br />+j <br />Typical Excavation Typical Stepped <br />Perpendicular To Footing Excavation Parallel To Footing Footing Parallel To Existing Utilities Footing Reinforcingit <br />5 p g 6 g g g g g Detail <br />S2 O. SCALE: N.T.S. (�� O a 2 SCALE: N.T.S. S� 0. 2 SCALE: Y4" = 1'-0" \S20.32 <br />SCALE: %4" = 1'-0" +j <br />.7 J J L <br />0 <br />tn <br />0 <br />Reinforced Concrete Footing Schedule <br />MARK <br />SIZE <br />DEPTH <br />REINFORCING <br />REMARKS <br />GRAVITY LOADING <br />(2,500 PSF Allowable Bearing) <br />BOTTOM <br />TOP <br />TRANSVERSE <br />MF-2.5 <br />2'-6" X 2'-6" <br />1'-8" <br />(3) #5 EACH WAY <br />----- <br />--'-- <br />MONOLITHIC FOOTING <br />PDL+LL < 15.50 Kips <br />MF-3.0 <br />3'-0" X 3'-0" <br />1'-8" <br />(4) #5 EACH WAY <br />----- <br />----- <br />MONOLITHIC FOOTING <br />PDL+LL < 22.50 Kips <br />MF-4.0 <br />4'-0" X 4'-0" <br />1'-8" <br />(5) #5 EACH WAY <br />----- <br />----- <br />MONOLITHIC FOOTING <br />PDL+LL < 40.00 Kips <br />TE-0.7 <br />8" CONT. <br />1'-0" <br />(1) #4 CONT. or (1) PT CABLE <br />----- <br />----- <br />THICKENED EDGE <br />WDL+LL <_ 1.00 KLF <br />TE-1.0 <br />1'-0" CONT. (MIN.) <br />1'-8" (MIN.) <br />(2) #4 CONT. or (1) PT CABLE <br />(1) #4 CONT. <br />----- <br />THICKENED EDGE <br />WDL+LL <_ 2.50 KLF <br />TE-1.3 <br />1'4' CONT. (MIN.) <br />1'-8" (MIN.) <br />(2) #5 CONT. or (1) PT CABLE <br />----- <br />----- <br />THICKENED EDGE <br />WDL+LL < 3.25 KLF <br />TE-1.5 <br />1'-6" CONT. (MIN.) <br />1'-8" (MIN.) <br />(2) #5 CONT. or (1) PT CABLE <br />(1) #4 CONT. <br />----- <br />THICKENED EDGE <br />WDL+LL <_ 3.75 KLF <br />TE-2.0 <br />2'-0" CONT. (MIN.) <br />1'-8" (MIN.) <br />(3) #5 CONT. or (1) PT CABLE <br />----- <br />----- <br />THICKENED EDGE <br />WDL+LL <_ 5.00 KLF <br />TS-1.5 <br />1'-6" CONT. (MIN.) <br />1'-0" (MIN.) <br />(2) #5 CONT. or (1) PT CABLE <br />(1) #4 CONT. <br />----- <br />THICKENED SLAB <br />WDL+LL 5 3.75 KLF <br />TS-2.0 <br />2'-0" CONT. (MIN.) <br />1'-0" (MIN.) <br />(3) #5 CONT. or (1) PT CABLE <br />----- <br />----- <br />THICKENED SLAB <br />WDL+LL <_ 5.00 KLF <br />FTS-2.5 <br />2'-6" CONT. (MIN.) <br />1'-0" (MIN.) <br />(4) #4 CONT. or (1) PT CABLE <br />----- <br />----- <br />THICKENED SLAB <br />WDL+LL <_ 6.25 KLF <br />3 <br />d <br />J <br />} <br />m <br />tJ <br />W <br />L <br />0 <br />tr <br />o_ <br />L <br />U <br />Z <br />z <br />Lu <br />W <br />0 <br />0 <br />th <br />W <br />i- <br />z <br />N <br />Z <br />O <br />U <br />U <br />0 <br />0 <br />LU <br />W <br />} <br />Z <br />Q <br />U <br />z <br />NOTES: LOCATION OF CURBS, TYP. . SEE CURB DET. FOR #4 HORIZ. C <br />1. IF THE CONTRACTOR CHOOSES TO USE THE POST -TENSIONED SLAB V.E. OPTION, THE DELEGATED POST -TENSION SPECIALTY ENGINEER MUST SUBMIT COMPLETE SIGNED & SEALED CALCULATIONS FOR ALL FOOTING/SLAB DESIGNS AS 2. PROVIDE INSERTS AS REQ'D BY BAR REQUIREMENTS W <br />WELL AS SIGNED & SEALED SHOP DRAWINGS TO THE ARCHITECT & ENGINEER OF RECORD FOR REVIEW & APPROVAL PRIOR TO CONSTRUCTION. CALCULATIONS MUST ADDRESS BOTH GRAVITY LOADS & WIND LOADS APPLIED TO THE ARCH & MECH. DRAWINGS, TYP. . SLAB REINF. NOT SHOWN FOR <br />BUILDING INCLUDING CONCENTRATED LOADS AT ISOLATED FOOTINGS AS WELL AS UNIFORMLY DISTRIBUTED ALONG THE CONTINUOUS INTERIOR & EXTERIOR FOOTINGS. Q o <br />CLARITY <br />2. THE SIZE & REINFORCING FOR ISOLATED SPREAD FOOTINGS NOTED ON THE FOUNDATION PLANS MUST BE MAINTAINED & MAY NOT BE REDUCED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM SC&D. w <br />3. ALL FOUNDATION DESIGNS MUST COMPLY w/ ALL APPLICABLE CODES AS WELL AS THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL ENGINEERING REPORT NOTED ON SHEET S3.01, TYP. ANY DEVIATIONS FROM THESE C z <br />RECOMMENDATIONS MUST BE ACCOMPANIED BY A WRITTEN AUTHORIZATION FROM THE GEOTECHNICAL ENGINEER OR THE SUBMITTAL WILL BE REJECTED. <br />Typical Concrete Curbs & 0 <br />9 Concrete Footing Schedule 10 Island @ Slab -On -Grade v F- <br />g <br />U <br />\S220.32 SCALE: N.T.S. \S20.32 SCALE: %4" = 1'-0" C <br />0 0 <br />LL <br />ro <br />U <br />#4 CONT. @TOP OF CURB w/ CURB WIDTH AS REQUIRED„ <br />CORNER BARS AS REQ'D., TYP. - 6 MIN <br />8" MAX.. <br />L1 <br />1 #4 CONT. IN U -� CONCRETE SLAB <br />SLAB, TYP. 1` ° PER PLAN, TYP. <br />ro <br />v <br />d � <br />C <br />4 4 <br />-"' <br />be DOWELS w/ STD. HOOK <br />BOTTOM @ 24" O.C., TYP. <br />r <br />CURB <br />N <br />i-d <br />144 CONT. AROUND PERIMETER. <br />N <br />LAP 1'-6" AT CORNERS, TYP. (U.N.O.) <br />b4 <br />SEE ARCH. <br />v <br />1 CLR. <br />CONCRETE SLAB <br />3 <br />PER PLAN, TYP. <br />d a <br />4 d <br />4 <br />d Q <br />d <br />4 d <br />%A <br />STD. 900 HOOK, TY6x6-W1.4xW1.4 W.W.F. #4 DOWELS AT <br />N <br />1 #4 CONT. IN SLAB, TYP. 16" <br />C <br />NOTES: ISLAND <br />SEE ARCH FOR SIZE AND <br />LU <br />FORUME <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECTURE I KITERIOR DESIGN <br />237 S. Westmonte Drive, Suite 220 <br />Altamonte Springs, FL 32714 <br />407.830.1400 <br />www.forumarchitecture.com <br />Zephyr <br />Commons <br />City of Zephyrhills, FL <br />TU <br />AL <,01,41 <br />2965 WEST STATE ROAD 434, SUITE 100 a LONGWOOD, FL 32779 <br />TEL 407/682-2086 a FAX 407/682-2386 <br />WWW.SCD-ENG.COM <br />p a Op <br />158 <br />o �%7, ' 2 o <br />TAT OF <br />G � <br />�o ONAL <br />oJ§H Wo <br />Robert C. Scroggins, P.E. <br />FL Registration No. 56158 <br />This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date <br />and/or Time Stamp shown using a digital signature. Printed copies of this document are not <br />considered signed and sealed and the signature must be verified on any electronic copies. <br />SET DISTRIBUTIONS: <br />0 SHEET REVISIONS: <br />EDITED BY: RCS, TLw <br />SC&D PROJECT NO. 21-020 <br />FORUM PROJECT NO. 4097 <br />Structural Sections & <br />Details <br />S20.32 <br />