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N 0 N 0 H 44 44 ro v1 Y2" EXP. ISOLATION JOINT '0 SEE DETAIL - THIS SHEET PLASTIC CONTROL 6'-0" MAX JT. FORMER 2'-0" TYP.T 2'-0" MIN. ,L 0 = I-. WIDTH WIDTH WIDTH LL '^ o X TONGUE & GROOVE PLASTIC CONTROL Z � o Q SPLICE SPLICE SPLICE � O H N JT. FORMER METAL FORM A DO ) O Q oJc NO WW v 74 THRU JOINT Y4' MIN. / \ ZO �w Z_ RECTANGULAR �` \ < 3 v CY a ° a ° F- OR ROUND v p PNG \ U LU a a a a ° I- v / C 0 LU CONSTRUCTION JOINTS - - - -- -1 1-1 -1 - -1 =1 =1 =1 =1 i. -1 I-1 U=1 111-ME111-111=111=I 1 -I 11 SEE DETAIL -THIS SHEET " -1 �- =1 I- "' = 1141'- I -III-III=III-"' =1 =11 0 U 6 MIL VAPOR BARRIER - ?�- PLACE \ OF U CUT BARS ON ro LU ,, EA. SIDE OF w w w w w OPENING :5 :5g :5 g g REINFORCING - SEE 41 PROVIDE CONTROL JOINTS AT ALL COLUMNS AND OR 0 METHODOF CASTING20'-0" c/c. USE PREMOLDED STRIPS SCHEDULE LANES PLAN 30'-0" CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. SAW CUT +j NOTES: MAX. JOINT MAY BE USED IN LIEU OF PREFORMED STRIP. ro 1. LANES SHALL BE CAST IN METHOD INDICATED WIDTH FOOTING WIDTH FOOTING 6.11 3 244 AT rL OF SLAB ro 2. LANES TO BE DIVIDED BY CONSTRUCTION JOINTS AT 4. OF COLUMNS AND U SUB -DIVIDED AT A MAXIMUM OF 30'-0" CENTERS. O CONTROL JOINT DETAIL BO CONSTRUCTION JOINT DETAIL d° 0 3. IN AREA WHERE COLUMNS DO NOT OCCUR, PROVIDE CONSTRUCTION AND/OR d = -=- - - v CONTROL JOINTS AS SHOWN. "--"'-"' SLAB ON GRADE C 4. ALLOW 24 HOURS BETWEEN ADJACENT LANE PLACEMENT. A SECTION to'00'1 Concrete Slab -On -Grade 2 Slab -On -Grade Joint Detail 3 Footing Intersection Reinforcing q. Opening In Slab -On -Grade �SC17.32 SCALE: %4' = 1'-0" V17.32 SCALE- 3/44 = 1'-0" C � � � 2 2 SCALE: Y4" = 1'-0" \�132 SCALE: Y4" = 1'-0" E.J ✓ v Iv v ro H Q a_ U w °- .� 0 C�d< s PIPE THRU = Z 9 10'-0" MIN. W WALLFOOTING Z ~O U_ GROUND LINE WOad 7 0. cc O O _ BACKFILL NOTE: STEPPED FOOTING FOR UTILITIES C PER SPECS a WHEN REQUIRED OR AS REQUIRED ON PLAN. C D o ° FOOTING FINISH GRADE C o FOOTING 1-6 TRENCH' ,- _ ,c � MIN. � 1 -I 1-III' ' MATCH SCHED'D TRANSVERSE G B.O.F. ELEV. 4 BAR SIZE & SPACING _ v -I 1 EXISTING UTILITY, SEE ° �w. -III= 10 CONTINUE BOT. t - CIVIL DRAWINGS FOR ro 0 O ° . REINF. OF SCHED. U Z - =III= BOTTOM OF TRENCH 2 \ SIZE &LOCATION. ° ° ° �" w -I D - EXCAVATION SHALL NOT FOUNDATION SIZE G W ° �+ _1 ! 1= 1 & SPACING Q. = = EXTEND BELOW THIS LINE ° ° ° = =i 1 i_ v D OF ° ° Z 5 -C SLEEVE COMPACTED FILL 90% DENSITY <000NTRACTOR TO LOCATE ° w O = .0 SLEEVES 2" LARGER EQUAL \ ° . ° ° o O U. THAN O.D. OF PIPES D + 1'-6" BOTTOM OF FOOTING ELEVATION ° U_ w NOTE: THE CONTRACTOR SHALL BE TO AVOID SURCHARGING ON O 4 N PROVIDE SLEEVE AND CONCRETE AS SHOWN; RESPONSIBLE FOR SHORING, SHEATHING OR EXISTING SUBGRADE UTILITIES. \ 2 0" LAP > MORE THAN 3'-0" COMPACT BACKFILL OVER PIPE OTHERWISE MAINTAINING THE SIDES OF THE Q, TO 90% AS APPROVED BY SOILS ENGINEER, OR EXCAVATION FROM CAVE-INS UNTIL ALL SPLICE C USE STEPPED FOOTING BELOW PIPE. BACKFILL IS COMPLETED PER SPECIFICATIONS \ C EXTEND BOT. BARS O TO 3" OF END ++ Typical Excavation Typical Stepped 0 5 Perpendicular To Footing 6 Excavation Parallel To Footing 7 Footing Parallel To Existing Utilities g Footing Reinforcing Detail0. H S SCALE: N.T.S. SCALE: N.T.S. S SCALE: Y4" = F-0" �E.32 SCALE: Y4" = F-0" 2 .7L 0 to 0 Reinforced Concrete Footing Schedule MARK SIZE DEPTH REINFORCING REMARKS GRAVITY LOADING (2,500 PSF Allowable Bearing) BOTTOM TOP TRANSVERSE MF-2.5 2'-6" X 2'-6" F-8" (3) #5 EACH WAY ----- -'--' MONOLITHIC FOOTING PDL+LL <_ 15.50 Kips MF-3.0 3'-0" X 3'-0" 1'-8" (4) #5 EACH WAY ----- ----- MONOLITHIC FOOTING PDL+LL < 22.50 Kips MF-4.0 4'-0" X 4'-0" F-8" (5) #5 EACH WAY ----- ----- MONOLITHIC FOOTING PDL+LL <_ 40.00 Kips MF-5.0 5'-0" X 5'-0" F-4" (MIN.) (6) #5 EACH WAY ----- ----- MONOLITHIC FOOTING PDL+LL <_ 62.50 Kips TE-0.7 8" CONT. 1'-0" (1) #4 CONT. or (1) PT CABLE ----- ----- THICKENED EDGE WDL+LL <_ 1.00 KLF TE-1.0 1'-0" CONT. (MIN.) 1'-8" (MIN.) (2) #4 CONT. or (1) PT CABLE (1) #4 CONT. ----- THICKENED EDGE WDL+LL < 2.50 KLF TE-1.3 1'-4" CONT. (MIN.) 1'-8" (MIN.) (2) #5 CONT. or (1) PT CABLE ----- ----- THICKENED EDGE WDL+LL <_ 3.25 KLF TE-1.5 1'-6" CONT. (MIN.) 1'-B" (MIN.) (2) #5 CONT. or (1) PT CABLE (1) #4 CONT. ----- THICKENED EDGE WDL+LL <_ 3.75 KLF TE-2.0 2'-0" CONT. (MIN.) 1'-8" (MIN.) (3) #5 CONT. or (1) PT CABLE ----- ----- THICKENED EDGE WDL+LL <_ 5.00 KLF TS-1.5 1'-6" CONT. (MIN.) 1'-0" (MIN.) (2) #5 CONT. or (1) PT CABLE (1) #4 CONT. ----- THICKENED SLAB WDL+LL <_ 3.75 KLF TS-2.0 2'-0" CONT. (MIN.) 1'-0" (MIN.) (3) #5 CONT. or (1) PT CABLE ----- ----- THICKENED SLAB WDL+LL <_ 5.00 KLF TS-2.5 2'-6" CONT. (MIN.) F-0" (MIN.) (4) #4 CONT. or (1) PT CABLE ----- ----- THICKENED SLAB WDL+LL <_ 6.25 KLF ro U CURB WIDTH AS REQUIRED ;�- #4 CONT. @ TOP OF CURB w/ 6" MIN. 8, CORNER BARS AS REQ'D., TYP. Q." MAX. ci%A 1 #4 CONT. IN I' d X CONCRETE SLAB b SLAB, TYP. a 00 < PER PLAN, TYP. ro v H ° C _ro d =1 ! #4 DOWELS w/ STD. HOOK n' CURB BOTTOM @ 24" O.C., TYP. .vc N 144 CONT. AROUND PERIMETER. N LAP 1'-6" AT CORNERS, TYP. (U.N.O.) 00 SEE ARCH. 1" CLR. CONCRETE SLAB 3 PER PLAN, TYP. 0 -� - C d d 1A i. STD. 900 HOOK, TY6x6-W1.4xW1.4 W.W.Fv . #4 DOWELS AT 01 1 #4 CONT. IN SLAB, TYP. 16" C NOTES: ISLAND 1. SEE ARCH FOR SIZE AND W NOTES: LOCATION OF CURBS, TYP. . SEE CURB DET. FOR #4 HORIZ. CC 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 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 ,v BUILDING INCLUDING CONCENTRATED LOADS AT ISOLATED FOOTINGS AS WELL AS UNIFORMLY DISTRIBUTED ALONG THE CONTINUOUS INTERIOR & EXTERIOR FOOTINGS. CLARITY (� 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. 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 RECOMMENDATIONS MUST BE ACCOMPANIED BY A WRITTEN AUTHORIZATION FROM THE GEOTECHNICAL ENGINEER OR THE SUBMITTAL WILL BE REJECTED. Typical Concrete Curbs & . Concrete Footing Schedule 10 Island @ Slab -On -Grade 9 e 517.32 SCALE: N.T.S. 5Z17.32 SCALE: %4' = 1'-0" � 0 3 Q J m Uj W m 0 X o_ I W Q z Q U Z v z FORUME ARCHITECTURE & INTERIOR DESIGN, INC. R AVdW I AROMMI TILM I M'ERIM M 237 S. Westmonte Drive, Suite 220 Altamonte Springs, FL 32714 407.830.1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL IKTU� L COWEPTS DES 14 N I + 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 TEL 407/682-2086 ■ FAX 407/682-2386 WWW.SCD-ENG.COM ��v000000000a� �l TAT OF gG4�00�4d Rob C. Scroggins, P.E. FL Registration No. 56158 This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date and/or Time Stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verifled on any electronic copies. SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET 0 SHEET REVISIONS: EDITED BY: RCS, TLW SC&D PROJECT NO. 21-020 FORUM PROJECT NO. 4097 Structural Sections & Details S 17.32