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N <br />N <br />O <br />N <br />N <br />O <br />ro <br />ro <br />Y2' EXP. ISOLATION JOINT <br />SEE DETAIL - THIS SHEET PLASTIC CONTROL <br />LU JT. FORMER <br />2'-0" TYP. 2'-0" MIN. O <br />i2 _ WIDTH WIDTH WIDTH LL <br />�' x PLASTIC CONTROL TONGUE & GROOVE le- <br />Z o Q METAL FORM SPLICE SPLICE SPLICE A DO v <br />z N JT. FORMER C <br />�� <br />-' -' � NO WW <br />� v .1/4n THRU JOINT Y4" MIN. <br />3 <br />0 Uw Z RECTANGULAR %7` \ ,,` <br />v Q, �" OR ROUND ��� - v <br />° <br />a a _ <br />CONSTRUCTION JOINTS - - - _ _ _ - _ - V% <br />---- III -III. =-III III III_ III = III 111- III III®I I I I I_; ;III - I I I III -_III III=1 I I-III-1 I I I I 1-1 I I <br />SEE DETAIL -THIS SHEET = ;III 1 I' <br />11 'p, F U <br />6 MIL VAPOR BARRIER - O,, PLACE \ OF U <br />CUT BARS ON ro <br />w w w w w w ` EA. SIDE OF <br />OPENING <br />g PROVIDE CONTROL JOINTS AT ALL COLUMNS AND OR REINFORCING - SEE <br />20'-0" c/c. USE PREMOLDED STRIPS SCHEDULE O <br />METHO OF CASTINGLANES 30'-0" CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. SAW CUT PLAN +�+ <br />NOTES: MAX. JOINT MAY BE USED IN LIEU OF PREFORMED STRIP. C <br />ro <br />1. LANES SHALL BE CAST IN METHOD INDICATED WIDTH FOOTING WIDTH FOOTING 3 2-#4 AT OF SLAB (p <br />2. LANES TO BE DIVIDED BY CONSTRUCTION JOINTS AT rL OF COLUMNS AND 0 <br />SUB -DIVIDED AT A MAXIMUM OF 30'-0" CENTERS. a CONTROL JOINT DETAIL CONSTRUCTION JOINT DETAIL °° <br />3. IN AREA WHERE COLUMNS DO NOT OCCUR, PROVIDE CONSTRUCTION AND/OR _ - N <br />CONTROL JOINTS AS SHOWN. 1 , -71 SLAB ON GRADE JC <br />4. ALLOW 24 HOURS BETWEEN ADJACENT LANE PLACEMENT. A SECTION <br />1 Concrete Slab -On -Grade Slab -On -Grade Joint Detail Footing Intersection Reinforcing 4 Opening In Slab -On -Grade <br />S !.32 SCALE: 3/4" = F-0"\�1!2. 3 SCALE: Y4' =1'-0" ZS1 9. 3 2 SCALE: �4" = 1'-0" S 19. 3 2 SCALE: 3/4" = 1'-0" CL <br />v <br />+1 <br />v <br />ro <br />W <br />do 10 <br />Wj 0 <br />Q0;-J U <br />PIPE THRU = Z "j 1-7 10'-0" MIN. <br />WALL <br />-_ FOOTING Z Q U- GROUND LINE (J <br />w 0 a4 <br />p- w I- ..0 <br />BACKFILL WHEN REQUIRED OR AS REQU REDIONS <br />NOTE: STEPPED FOOTING FOR UTILTIE <br />0 PLAN. <br />0 <br />n O 0. L' PER SPECS ,a, <br />° 2 FOOTING FINISH GRADE <br />1-6 TRENCH _ � <br />n t> �' n t> FOOTING - MATCH SCHED'D TRANSVERSE <br />MIN. 1 EXCAV BAR SIZE & SPACING <br />C> \ B.O.F. ELEV. oo <br />h <br />- EXISTING UTILITY, SEE • <br />=1 ( 1 CONTINUE BOT. <br />CIVIL DRAWINGS FOR ro <br />REINF. OF SCHED. <br />o Oz =-__ III: BOTTOM OF TRENCH 2 SIZE & LOCATION. ,� <br />rn w _ 1' = EXCAVATION SHALL NOT \ • `' ° <br />Uj FOUNDATION SIZE <br />-t & SPACING a <br />f j EXTEND BELOW THIS LINE (� <br />F -7 <br />r �° 1 •'co , 0) <br />SLEEVE COMPACTED FILL 90% DENSITY a • ' a O = ,C <br />SLEEVES 2" LARGER EQUAL CONTRACTOR TO LOCATE \ °" w V +j <br />THAN O.D. OF PIPES 1 BOTTOM OF FOOTING ELEVATION <br />D+l-6 w0 w <br />o U- 3 <br />NOTE: THE CONTRACTOR SHALL BE TO AVOID SURCHARGING ON kLU <br />^ <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 SPLICE (� <br />TO 90% AS APPROVED BY SOILS ENGINEER, OR EXCAVATION FROM CAVE-INS UNTIL ALL <br />USE STEPPED FOOTING BELOW PIPE. BACKFILL IS COMPLETED PER SPECIFICATIONS EXTEND BOT. BARS 0 <br />TO 3" OF END <br />+W <br />Typical Excavation Typical Stepped <br />65 Perpendicular To Footing Excavation Parallel To Footing 7 Footing Parallel To Existing Utilities g Footing Reinforcing Detail <br />S19.32 SCALE: N.T.S. 1 Q, 2 SCALE: N.T.S. S19 32 SCALE: Y4" = 1'-0" S1L9.32 SCALE: %4" = 1'-0" <br />sw <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 :5 15.50 Kips <br />MF-3.0 <br />3'-0" X 3'-0" <br />1'-8" <br />(4) #5 EACH WAY <br />(4) #5 EACH WAY <br />----- <br />MONOLITHIC FOOTING <br />PDL+LL S 22.50 Kips <br />MF-4.0 <br />4'-0" X 4'-0" <br />1'-8" <br />(5) #5 EACH WAY <br />(5) #5 EACH WAY <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 5 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 :5 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 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 5.00 KLF <br />u <br />--CURB WIDTH AS REQUIRED <br />#4 CONT. @ TOP OF CURB w/ 6" MIN., <br />CORNER BARS AS REQ'D., TYP. v <br />8" MAX. <br />a <br />t� tA <br />1 #4 CONT. IN I' CONCRETE SLAB b <br />SLAB, TYP. �\`cv , 00 PER PLAN. TYP. <br />ro <br />#4 DOWELS w/ STD. HOOK Q' <br />v BOTTOM @ 24" O.C., TYP. N <br />N CURB C <br />144 CONT. AROUND PERIMETER. v <br />LAP 1'-6" AT CORNERS, TYP. (U.N.O.) b0 <br />SEE ARCH. <br />1" CLR, Q! <br />CONCRETE SLAB Qj <br />PER PLAN, TYP. 0 <br />° to <br />v <br />STD. 900 HOOK, TY�. 6x6-W1.4xW1.4 W.W.F. #4 DOWELS AT N <br />V <br />1 #4 CONT. IN SLAB, TYP. 16" C <br />NOTES: ISLAND <br />1. SEE ARCH FOR SIZE AND LU <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 5 <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 N <br />BUILDING INCLUDING CONCENTRATED LOADS AT ISOLATED FOOTINGS AS WELL AS UNIFORMLY DISTRIBUTED ALONG THE CONTINUOUS INTERIOR & EXTERIOR FOOTINGS. CLARITY (,J <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. <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 <br />RECOMMENDATIONS MUST BE ACCOMPANIED BY A WRITTEN AUTHORIZATION FROM THE GEOTECHNICAL ENGINEER OR THE SUBMITTAL WILL BE REJECTED. 'C <br />Typical Concrete Curbs & - <br />9 Concrete Footing Schedule ]Q Island @ Slab -On -Grade <br />S 19.3 2 SCALE: N.T.S. S 19.3 2 SCALE: 3/4' = 1 r-On <br />0 <br />5 <br />r <br />rn <br />0FORUMN <br />W <br />m <br />ARCHITECTURE & <br />z INTERIOR DESIGN, INC. <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 />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 />��q�u000�u�o <br />EVfl�r <br />ldV <br />A <br />l-S <br />W <br />,T/A1r1 (01 29.a <br />�Q.g`4av) <br />e- c� <br />Ad400�pVp�44 <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 />12/16/2021 OWNER REVIEW SET <br />02/17/2022 PERMIT SET <br />L-, 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 />S19,32 <br />