Gall Blvd - Zephyr Commons Bldg (2)

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N N O u� C N O ro V7 %" EXP. ISOLATION JOINT 6 SEE DETAIL -THIS SHEET -0„ MAX PLASTIC CONTROL 0 JT. FORMER 2'-0" TYP. 2'-0" MIN. = WIDTH WIDTH WIDTH LL �- %^ a PLASTIC CONTROL TONGUE & GROOVE _ JT. FORMER METAL FORM SPLICE SPLICE SPLICE A DO C ©Q NO WW - u -71 74 THRU JOINT %4" MIN. / \ p RECTANGULAR ¢ ? 3 LU w V h. (Y v �^ -, °.;' � ° O OR ROUND � � w f G I- K "-h I } e-.I�- - y w Cw� PNG \� � 1\ � � 4 V ° 1..- l J CONSTRUCTION JOINTS "- ' - _ - _ _ -- _ SEE DETAIL -THIS SHEET III -I - --1 1 I_I, II I-1 I--1I ! t I-1I 1 1-__I -1 I III-III-1 1=1 I I III 1 L 0 III, III-1 I- -_--1 1=III ;III I 1-I, 6 MIL VAPOR BARRIERT u O O O O Is 0 CUT BARS ON ro w w ua w w w 10, EA. SIDE OF C 0, OPENING g g PROVIDE CONTROL JOINTS AT ALL COLUMNS AND OR REINFORCING - SEE METHOD OF CASTING LANES 20'-0" c/c. USE PREMOLDED STRIPS SCHEDULE 0 30'-0" CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. SAW CUT PLAN 4J NOTES: MAX. JOINT MAY BE USED 1N LIEU OF PREFORMED STRIP. 1. LANES SHALL BE CAST IN METHOD INDICATED WIDTH FOOTING WIDTH FOOTING 3 2-#4 AT rL OF SLAB tti 2. LANES TO BE DIVIDED BY CONSTRUCTION JOINTS AT (L OF COLUMNS AND O SUB -DIVIDED AT A MAXIMUM OF 30'-0° CENTERS. O CONTROL JOINT DETAIL B CONSTRUCTION JOINT DETAIL 3. IN AREA WHERE COLUMNS DO NOT OCCUR, PROVIDE CONSTRUCTION AND/OR _� =!= CONTROL JOINTS AS SHOWN. ' '1 -1 -il SLAB ON GRADE r 4. ALLOW 24 HOURS BETWEEN ADJACENT LANE PLACEMENT. A SECTION *' 1 Concrete Slab -On -Grade 2 Slab -On -Grade Joint Detail 3 Footing Intersection Reinforcing K4 Opening In Slab -On -Grade S• O� SCALE: %4" = P-0" S 3.O "� SCALE: %4' = 1'-0" S 3.02 SCALE: %4' = 1'-0" S 3.02 SCALE: %4' = 1'-0" E v ro H w 0. W G. J PIPE THRU N Z 10'-0" MIN. FOOTING WALL WZ O GROUND LINE 'C) ate= a w !- A ° 0 NG NOTE: STEPPED FOOTING FOR UTILITIES c BACKFILL 0 PER SPECS WHEN REQUIRED OR AS REQUIRED ON PLAN. E 4 e� n [ 1'-6" ` 2 TRENCI� FOOTING FINISH GRADE r. FOOTING MIN. 1 -I C EXCAV -1 � .= ! I I -_, � n MATCH SCHED'p TRANSVERSE � N.B.O.F. ELEV. ° ' BAR SIZE & SPACING E 00 n EXISTING UTILITY, SEE CONTINUE BOT. O = ° CIVIL DRAWINGS FOR REINF. OF SCHED. Z = - BOTTOM OF TRENCH 2 \ SIZE &LOCATION. FOUNDATION SIZE m w - EXCAVATION SHALL NOT17 a EXTEND BELOW THIS LINE ° a & SPACING ° Q. �•� ° ° 1J DOF Z_5 L SLEEVE COMPACTED FILL 90% DENSITY ~p SLEEVES 2 LARGER EQUAL CONTRACTOR TO LOCATE O z L • , ., w THAN O.D. OF PIPES D + 1'-6" BOTTOM OF FOOTING ELEVATION © - %^^ Uj NOTE: THE CONTRACTOR SHALL BE TO AVOID SURCHARGING ON <� ry p LU 3 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 SPLICE Q TO 90% AS APPROVED BY SOILS ENGINEER, OR EXCAVATION FROM CAVE-INS UNTIL ALL E USE STEPPED FOOTING BELOW PIPE. BACKFILL IS COMPLETED PER SPECIFICATIONS EXTEND BOT. BARS 0 TO 3" OF END U +j Typical Excavation Typical SteppedIII ,p r Perpendicular To Footing 6 Excavation Parallel To Footing 7 Footing Parallel To Existing Utilities g Footing Reinforcing Detail S+(�� SCALE: N.T.S. (� "� .02 SCALE: N.T.S. S .02 SCALE: %4" = 1'-0" 3.02 SCALE. 3/4" = 1'-0" +�+ 0 lA 0 Reinforced Concrete Footing Schedule MARK SIZE DEPTH REINFORCING REMARKS GRAVITY LOADING (2,500 PSF Allowable Bearing) BOTTOM TOP TRANSVERSE MF-2.0 2'-0" X 2'-0" 1'-8" (3) #5 EACH WAY ----- ----- MONOLITHIC FOOTING PDL+LL < 10.00 Kips MF-2.5 2'-6" X 2'-6" 114" (3) #5 EACH WAY --"` ----- MONOLITHIC FOOTING PDL+LL 515.50 Kips MF-3.0 Y-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" 1'-8" (5) #5 EACH WAY ----- ----- MONOLITHIC FOOTING PDL+LL <_ 40.00 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 s 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'-8" (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.) 1'-0" (MIN.) (4) #4 CONT. or (1) PT CABLE ----- ----' THICKENED SLAB WDL+Ll_ 5 6.25 KLF 4-1 ft1 #4 CONT. @ TOP OF CURB w/ L CURB WIDTH AS REQUIRED CORNER BARS AS REQ'D., TYP. 6 MIN 8" MAX.. d oG V1 1 #4 CONT. IN CONCRETE SLAB SLAB, TYP. co < PER PLAN, TYP. tA ° o #4 DOWELS w/ STD. HOOK t� BOTTOM @ 24" O.C., TYP, N N CURB C 144 CONT. AROUND PERIMETER. 4J LAP 1'-6" AT CORNERS, TYP. (U.N.O.) n4 SEE ARCH. U V CLR. 0 CONCRETE SLAB PER PLAN, TYP. _ sA =1 I I I I=1 L v STD. 900 HOOK, TYF�� - 6x6-W1.4xW1.4 W.W.F. #4 DOWELS AT N 1 #4 CONT. IN SLAB, TYP. 16" � I NOTES: ISLAND C 1. SEE ARCH FOR SIZE AND Lj ..�..` NOTES: LOCATION OF CURBS, TYP. C • SEE CURB LET. FOR #4 HORIZ. 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 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. BAR REQUIREMENTS • 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 N RECOMMENDATIONS MUST BE ACCOMPANIED BY A WRITTEN AUTHORIZATION FROM THE GEOTECHNICAL ENGINEER OR THE SUBMITTAL WILL BE REJECTED. Typical Concrete Curbs & . g Reinforced Concrete Footing Schedule 1O Island @ Slab -On -Grade v T SCALE: N.T.S. SCALE: Y4" = F-0" J � 0 3 a r m 0 w m i FORUME N ARCHITECTURE & z INTERIOR DESIGN, INC. z PLANMVG I MMI-FMCME I INTMM l IGW w 0 a 237 S. Westmonte Drive, Suite 220 z Altamonte Springs, FL 32714 co 407.830,1400 www.forumarchitecture.com Zephyr Commons City of Zephyrhills, FL Il ; 2965 WEST STATE ROAD 434, SUITE 100 LONGWOOD, FL 32779 TEL 407/682.2086 • FAX 407/682-2386 WWW.SCD-ENG.COM ®®®®peoaaioeo,p®®®® N ° 91 44 O TA OF e Robert 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 verified on any electronic copies, SET DISTRIBUTIONS: 12/16/2021 OWNER REVIEW SET 02/17/2022 PERMIT SET z z 2 W 0 us � SHEET REVISIONS: z z c6 S U - -- - a a o r tu EL o W � - - - -- -- -- z Lu -- - --_ _. z o Lt G EDITED BY: RCS, TLw SC&D PROJECT NO. 21-020 g FORUM PROJECT NO. 4097 W W W U z V) W Structural Sections & 0 Details ix w z U UJ U S3.02 F I 0 U_