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N <br />N <br />O <br />CN <br />N <br />0 <br />F- <br />+v+ <br />ro <br />%2" EXP. ISOLATION JOINT ro <br />SEE DETAIL - THIS SHEET PLASTIC CONTROL 6-0" MAX <br />JT. FORMER 2'-0" TYP.T 2'-0" MIN. <br />0 <br />WIDTH WIDTH WIDTH u, <br />l- o X PLASTIC CONTROL TONGUE & GROOVE <br />z 1^ - ¢ SPLICE SPLICE SPLICE <br />0 = N JT. FORMER METAL FORM <br />-, � A °O C <br />O ¢ C2 NO WW - - � <br />7z <br />v 74' THRU JOINT Y4' MIN. \ / � <br />po _ 3 <br />N o v a o o RECTANGULAR \�i`�\/�A/ <� <br />o v a oa <br />C11 v a O OR ROUND �'� N <br />o o+ a s i �-� o '10 f°a + v 9 0� _LU O PNG \� \\� Q C d ° <br />tV a ° p o a Q° o o a -1 <br />CONSTRUCTION JOINTS 7F- <br />4SEE DETAIL -THIS SHEET ' 1=1 I =i I 1=1 I I- "' - 1=1 -"' =1 I, I I 1-"' _ 1-1 �' 0 <br />6 MIL VAPOR BARRIER - o,, U <br />O O O tu) <br />PLACE \ Sw LU wLU oCUT BARS ONz z z z z"'�'' EA. SIDE OF C <br />g g S g OPENING >1 <br />PROVIDE CONTROL JOINTS AT ALL COLUMNS AND OR REINFORCING - SEE <br />20'-0" c/c. USE PREMOLDED STRIPS SCHEDULE s. <br />METHO OF CASTIN LANES 0 <br />30'-0" CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. SAW CUT PLAN 'r <br />NOTES: MAX. JOINT MAY BE USED IN LIEU OF PREFORMED STRIP. <br />ro <br />1. LANES SHALL BE CAST IN METHOD INDICATED <br />WIDTH FOOTING WIDTH FOOTING 3 244 AT rL OF SLAB ro <br />2. LANES TO BE DIVIDED BY CONSTRUCTION JOINTS AT rL OF COLUMNS AND U <br />O CONTROL JOINT DETAIL O CONSTRUCTION JOINT DETAIL <br />SUB -DIVIDED A7 A MAXIMUM OF 30'-0" CENTERS. ° a ° � °° 0 <br />3. IN AREA WHERE COLUMNS DO NOT OCCUR, PROVIDE CONSTRUCTION AND/OR EE = _ _ - N <br />CONTROL JOINTS AS SHOWN. <br />-"'-"' "-"'-"' SLAB ON GRADE -C <br />4. ALLOW 24 HOURS BETWEEN ADJACENT LANE PLACEMENT. A SECTION <br />1 Concrete Slab -On -Grade 2 Slab -On -Grade Joint Detail 3 Footing Intersection Reinforcing 4 Opening In Slab -On -Grade <br />S3.02 SCALE: %4" = P-0" S .02 SCALE: Y4' = 1'-0" S 3.02 SCALE: Y4' = 1'-0" S ? .O2 SCALE: %4" = F-0" <br />J JJ .7J � <br />v <br />v <br />ro <br />W <br />a <br />LUa� <br />Q0d <br />PIPE THRU = Z 10'-0" MIN. <br />FOOTING <br />v C <br />WALL Z O LL GROUND LINE U <br />LU U- ad <br />CL <br />awl-=- V ,Q <br />BACKFILL NOTE: STEPPED FOOTING FOR UTILITIES c <br />O O a O ° PER SPECS WHEN REQUIRED OR AS REQUIRED ON PLAN. G <br />4 C <br />FINISH GRADE G <br />D° D FOOTING 1 6 ` 2 TRENCH FOOTING i I1 1 1- C <br />MIN. 1 EXCAV =1-' Q MATCH SCHED'D TRANSVERSE <br />_ p \ 4 B.O.F. ELEV. ° ` a a BAR SIZE & SPACING E <br />00 <br />- � a v <br />°LU° I = 1 ° EXISTING UTILITY, SEE <br />CONTINUE BOT. <br />O <br />° ° CIVIL DRAWINGS FOR a a ro <br />D o Z BOTTOM OF TRENCH 2 SIZE & LOCATION. 4a • a a REINF. OF SCHED. U <br />° m LU -I- - _== ° \ a o FOUNDATIO <br />N SIZE EXCAVATION SHALL NOT a Q-1 1& SPACINGEXTEND BELOW THIS LINE °= a s- a a <br />aa. <br />roa <br />D D OF 1 ° ° ° ° Z .0 <br />n SLEEVE10 ° a 4 <br />COMPACTED FILL 90% DENSITY ° a� 2, H 0 LU � <br />SLEEVES 2 LARGER EQUAL CONTRACTOR TO LOCATE \ a °a a a a LU 0 <br />THAN O.D. OF PIPES D + 1'-6° BOTTOM OF FOOTING ELEVATION ° <br />NOTE: THE CONTRACTOR SHALL BE TO AVOID SURCHARGING ON %d a O <br />PROVIDE SLEEVE AND CONCRETE AS SHOWN; RESPONSIBLE FOR SHORING, SHEATHING OR EXISTING SUBGRADE UTILITIES. \ 2 0" LAP �• <br />MORE THAN Y-0" COMPACT BACKFILL OVER PIPE OTHERWISE MAINTAINING THE SIDES OF THE01 <br />TO 90% AS APPROVED BY SOILS ENGINEER, OR EXCAVATION FROM CAVE-INS UNTIL ALL SPLICE a <br />USE STEPPED FOOTING BELOW PIPE. BACKFILL IS COMPLETED PER SPECIFICATIONS \ 0 <br />EXTEND BOT. BARS � <br />TO 3" OF END <br />-P <br />Typical Excavation Typical Stepped <br />0 <br />5 Perpendicular To Footing 6 Excavation Parallel To Footing 7 Footing Parallel To Existing Utilities g Footing Reinforcing Detail <br />(� . ('�� SCALE: N.T.S. \�S3.02 <br />SCALE: N.T.S. \�S3.02 SCALE: Y4" = 1'-0" S 2.02 SCALE: %4" = 1'-0"J 0J J L. <br />0- <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-2.0 <br />2'-0" X 2'-0" <br />1'-8" <br />(3) #5 EACH WAY <br />----- <br />----- <br />MONOLITHIC FOOTING <br />PDL+LL 5 10.00 Kips <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 />MII <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 5 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 S 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+Li- S 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 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 < 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 5.00 KLF <br />TS-2.5 <br />2'-6" CONT. (MIN.) <br />1'-0" FT <br />(4) #4 CONT. or (1) PT CABLE <br />----- <br />----- <br />THICKENED SLAB <br />WDL+LL 5 6.25 KLF <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 />a <br />`^ <br />1 #4 CONT. IN US, CONCRETE SLAB <br />UC <br />I' <br />SLAB, TYP. ° <br />< PER PLAN, TYP. <br />° <br />., <br />ro <br />° <br />�A <br />C <br />4 <br />° a <br />° <br />ro <br />1 I 1=1 i iEl#4 <br />!1. <br />DOWELS w/ STD. HOOK <br />CURB BOTTOM @ 24" O.C., TYP. <br />N <br />144 CONT. AROUND PERIMETER. <br />N <br />LAP F-6" AT CORNERS, TYP. (U.N.O.) <br />b4 <br />SEE ARCH. <br />N <br />V CLR. <br />CONCRETE SLAB <br />3 <br />PER PLAN, TYP. <br />0 <br />° ° <br />STD. 90° HOOK, TYO' 6x6-W1.4xW1.4 W.W.F. #4 DOWELS AT <br />N <br />1 #4 CONT. IN SLAB, TYP. 16" <br />NOTES: ISLAND <br />1 SEE ARCH FOR SIZE AND <br />to <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 <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 Q) <br />BUILDING INCLUDING CONCENTRATED LOADS AT ISOLATED FOOTINGS AS WELL AS UNIFORMLY DISTRIBUTED ALONG THE CONTINUOUS INTERIOR & EXTERIOR FOOTINGS. CLARITY 02. 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. <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 r <br />RECOMMENDATIONS MUST BE ACCOMPANIED BY A WRITTEN AUTHORIZATION FROM THE GEOTECHNICAL ENGINEER OR THE SUBMITTAL WILL BE REJECTED. <br />Typical Concrete Curbs & o <br />9 Reinforced Concrete Footing Schedule ri0 Island @ Slab -On -Grade <br />S3.02 SCALE: N.T.S. S •02 SCALE: Y4' = 1'-0" <br />0 <br />3 <br />a <br />J <br />T <br />co <br />0 <br />W <br />F- <br />0] <br />O <br />a <br />a <br />to <br />z <br />0 <br />U <br />O <br />a <br />w <br />CE <br />a <br />z <br />3 <br />a <br />o! <br />0 <br />W <br />to <br />w <br />z <br />0 <br />0 <br />W <br />0 <br />z <br />I- <br />U <br />W <br />0 <br />r <br />IL <br />U <br />E <br />U <br />W <br />I- <br />V) <br />W <br />F- <br />IE <br />0 <br />u. <br />r <br />J <br />z <br />0 <br />0 <br />W <br />U) <br />to <br />W <br />a <br />0 <br />z <br />Q <br />U <br />z <br />U <br />z <br />FO UME <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHTECTURE I INTERIOR 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 />4 <br />2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 <br />TEL 407/682-2086 ■ FAX 407/682-2386 <br />WWW.SCD-ENG.COM <br />®®®�p60BE9Ap®qB <br />® DO SAT OF w�® <br />D�NAL <br />®089BV996!®8 <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 mustbe 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 />W Structural Sections & <br />0 <br />Details <br />I <br />W <br />z <br />00 <br />W <br />ry <br />F- <br />U <br />W <br />U <br />S3.02 <br />Q <br />0 <br />J- <br />