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HomeMy WebLinkAboutRevisions; Stem WallOFFICE USE ONLY: DATE FILED:C-a"� a REVISION FEE: PERMIT RECEIPT # PLANNING & DEVELOPMENT SERVICES RECENEC BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE ,JUN 2 $�g� FORT PIERCE, FL 34982.5652 (772) 462.1553 S-Lwovpom� 0Y APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 't-�7uSr._n��� l3Lr�. �Glcandu' DETAILED DESCRIPTION OF PROJECT REVISIONS: 5je CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C`G J Z Z. ST. LUCIE CO CERT. # BUSINESS NAME: Atirl L4LC /'� QUALIFIERS NAME: ADDRESS: 'Kd l SG, pt4 %;/ uhe `� CITY: tVSL - ' 'STATE! _ ZIP: :5 Lt PHONE (DAYTIME): 7'72. - 336 -,e63'd FAX: OWNER/BUILDER INFORMATION: NAME: -COPY ADDRESS: FILE CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER'INFORMATION: NAME: e L ADDRESS: llj�f �d Sc./ r�, rrin�,� �i7� CITY: L STATE: ZIP: `i PHONE'(DAYTIME): '7%?_- 7-f - Cf 6i 94WA 1 ka a I SLCCC: 9123109 Revised 06130117 2°� © ilk $ y :i ■ 30 ■ 32'-0" ...III 10" 6,_0„ T25'-2" 77 T-8" T-10" 4'-8" 3'-11" T-10" m I c m � 4,_Oa -4v I w 4-0 8-4-O 3-12" STEP _ tl3 IL � 1R � LLF �LL 12,_6' . 13'-9" 1 1 1 RUN CONDUIT •^ TO ISLAND F 9 TG o 8'-8' REE,. 1 1 � :.a': . 11 N. ■. a.,. FTG c y1 THIC NED o 0 E E v TILED HOWER fli : (RECES 3 a5 Y _ 10'-9" M ON ='a41{! 4" HICK(2500PSI)CONCRETESLAB Y o Ili w FIBERMESH OR 6'76" 10/10 WWM - 2 11 a ' } VER VAPOR BARRIER ON CLEAN I , . CO PACTED CHEMICALLY TREATED FILL 0' iO p o T P OF SLAB i WC'. �* 3i 1 - ° : r FR .1� MAIN .� . _ - ,..� ° c IEGRESS :r DOOR 5'_1" o ry - 3.12" o aO i V - F-6 FT .1 V 's F FTG in i � ba ' C: O 1 m " i N LL 1 ■ AM N 'm RECEAS SLAB 3-1/2" BEL FINISH FLOOR - W m Z LL W ~ V c .. TITY PAD COND. I . 4 C - -' - ■ :E'u�,: e� r al" .11 n{C_ uih, 5 �..:- -. _ _ _ ■ 10 6 - a 15'-4" 4'-0" 16'-0„ 12,_0:: N 0] W am RECESS SLAB 3-1/2" F-10 ■ ��N N BELOW FINISH FLOOR C' 10' 4" THICK(2500 PSI) CONCRETES B DO FTG W/FIBERMESHOR15"/6"10/10WW OVER VAPOR BARRIER ON CLEAN j r COMPACTED CHEMICALLYTREAT D 0 ■ CURB HEIGHT VARIES `r AROUND EDGE ; v Elm 1 HOSE BIBB UK 0 U � ■neds " r9 v �l 3 -2" 9 -8. 3-2, . . 16 0" Z #5 REBAR FINISH FLOOR ETE SLAB CONCR 0 M 4„ CONCRETE SLAB F. FLOORto - FINISH GRADE - - - ° - -' .r e r m. z � (2) # 5 REBAR 16" (2) # 5 MINIMUM CONTINUOUS, CONTINUOUS CV 1611 3" COVER MIMIMUM. j BEARING FOOTING L2 INTERIO�VWU� G. FTG. F1 SCALE: 1/2" = 1'-0" SCALE: 1/2" Ti II-+ #yg'.REBAR Z II 7`5/8"CURB M Z_ III #5 REBAR CONCRETE SLAB ' 4" o M M - CONCRETE SLAB FINISH GRADE � ° Z _ CONCRETE SLAB F. FLOOR it �11 ILA Illr=111 I I mIll 6- (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. (2) # 5 MINIMUM CONTINUOUS, 1611 4 16" 4' 3" COVER MIMIMUM. _ CURB SECTION EXTERIOR STEP' �3 � SCALE: 1/2" = 1'-01, SCALE: 1/2" = 1'-0" lot OR REVISION DATE: 06/22/2021 # 5 REBAR WITH 30"MIN. LAP SPLICE \ # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) BEND # 5 BAR INTO SLAB +/_ q' # 5 CONTINUOUS # 5 BAR INTO SLAB AT 4' O.C. STUCCO FINISH 4" THICK CONC. SLAB STUCCO FINISH W/6"X6"10/10 W.W.F. - RElff #S BAR INTO SLAB AT 4'O.C. CURB HEIGHT VARIES B (2) # 5 BARS CONTINUOUS AT 12" O.C. VERTICAL W (2) #5 BARS CONTINUOUS AT 12" O.C. VERTICAL LU e0 ; rn FINISH GRADE ("SEE ELEVATION PLAN') i m - W _(3000 PSI) CONCRETE SPREAD FOOTING Z FINISH GRADE O q; (3000 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS 11 19 M Z ld3 ^no (2) # 5 BARS CONTINUOUS IT 16" TYPICAL STEM WALL FOOTING DETAIL TYPICAL STEM WALL FOOTING DETAIL f 10 SCALE: NO SCALE F9 SCALE: NO SCALE /A/ RECEIVED JUN 2 8 2021 lA aDu"w Ita;,: REVISION REVISION Z O�0 � W o Y � d\tNt1111�r11/b,,,' IL \,� G o ...... . O D.70875 CO to IN ,0111111111N1\\ ENGINEER' BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 VJ LL U L.L > � O m �_ ILL p W LL W Lli Q DUU) co W X I)- co W I-- � W cn O 0. 9� 00 c�.1. \' J W l..L 01-1 O 0 J aloe W J w 9emm� as IP V a D IJ J m Ao U) 0- W o N SHEET FOUNDATION PAGE MODEL ANTIGUA COST. DRAWN MARK MONTALTO JR DATE 10/20/2020 SCALE AS NOTED SHEET NO. 05 OF 10 SHEETS