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HomeMy WebLinkAboutRevisions; Foundation Plan & FooterOFFICE USE ONLY: DATE FILED: 12/22120 PERMIT # 2005-0605 REVISION FEE: RECEIPT# 1,0 Q40 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 DEC 2 2 2020 (772) 462.1553 Permitting Department St. Lucie County APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 6906 Coquina Ave, Fort Pierce FL DETAILED DESCRIPTION OF PROJECT REVISIONS: Revised Foundation Plan/Footer CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC1515114 BUSINESS NAME: Sunrise city concrete Service QUALIFIERS NAME: Roderick Waller ADDRESS: 130 S Indian River Drive Suite 202 CITY: Fort Pierce STATE: FL PHONE (DAYTIME): 772-201-2850 OWNER/BUILDER INFORMATION: ST. LUCIE CO CERT. #: _ ZIP:34947 FAX:. 772-907-D420 NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE ( AYTIME): SLCCC: 91Q3/09 Revised 061130/17 STATE: R ZIP: 23'-5° i #5 RE -BAR AS 8" MAS. WALL ' #4° TRANSFER BARS ' INDICATED ON ti SEE "TYP. UNIT MASONRY 5'-W LONG W/STANDARD FOUNDATION PLAN. DETAIL" FOR HORZ. 8" MASONRY WALL REFORCEMENT. ACI HOOK SPACED a w 48" O.C. WHERE INDICATED 4" THICK (2500 PSI) 4° THICK CONCRETE SLAB WITH g �, (1) #5 RE-BAR1. 0. CONCRETE SLAB W/ g- ON MESMI MIXED /CONCRETE BARRIER ON :5w SEE FND. PLAN (1) #5 RE -BAR FIBER MESH s c o A N L CLEAN COMPACTED FILL, TERMITE TREATED AS PER CODE m o n �; ° a -'p GRADE m ➢ N (1) #5 RE-eArf l-III -11 •; I I I I CONT. I I =I ` II IL ...• • R'• I —ICI w sod; GRADE F1 STEEL MUST BE ICI `. —II I II I I C) 8 m IIIIi=I� �i— 4 • — CONTINUOUS _ 'a a . I=IT(=�1 1-1�L, III _—III—ICI III I 'r „I I I �I I' 8" — 11 -0 z > N .006 MIL /APO I 0 I=I I I= 6 MIL VISO. FILM ON CLEAN 0 O ..' FlLL- SOIL COMPACTED T'- o i ` BARRIER -I I �I I—_ (1) #5 ® 24" 0 C ONLY F " TO 957r TERMITE TREATMENT UNDER DEPRESSION w9 " w 3 #5 CONTINOU �I I' •-�"-�'--95% CLEAN COMPACTED AS PER CODE p 1-8 FILL TERMITE TREATED Iz 2 v a F1 AS PER CODE SEE FOOTING SCHEDULE F- �a SECTION 1 A5 — PERIMETER FOOTING 3 SLAB DEPRESSION AT SHOWER(S) 0 rLa 0 o w 0 os O Q J w� HG SCALE: 3/4` 1'-0" TYPICAL AT ALL PERIMETER WALL (U.O.N.) A� SGALE: 3/4" = 1'-0" " a ZLL 0, E �• Z Cc LUo cy -Jo0 O r jNWVW `3NE, �LU a QwUo LL 0 Z :D _jQco 25 LL-WOQ 1 wo PROVIDE TERMITE SPRAY r p x TREATMENT BEFORE CONC. POUR o U w m a s CONIC. SLAB ON GRAD LU z (FLUSH W/ EXISTING) 18" LONG #5 DOWEL BARS o Cc z = a.€ ® 24" O.C. TYP, WITH MIN. w E: � z' E 4" CONC. SLAB ON GRADE 1 #5 CONT. CONCRETEEXISSLAB TING 6" EMBED & BACKFILL WITH EPDXY x z FA WITH FIBER MESH w U_ o z 2 Q J z mod 04 n — — — a co wmCE try III III —III —III ice_ ' . . ,>,' _I — — — — 11� W LL I— I I� =T-III—L—III _I 11-1 � � o LU TE- 1'-0 -1IIIIJ�EITI- 1 ''--1I,�r�-ICI- T+T—I1- c� a W art Z LD U) 03 . 4 CONC. SLAB CONNECTION DETAIL W CO 2 SECTION 2 A5 -4 STEP AT GARAGE A5 SCALE- NOT TO SCALE W w z z sE ` zo Q A5 SCALE: 3/4" = Y-0" z - (L � o$ aW wm'ro� _zw p P-w,rw (' D- c0 O W! z 0 W}, Q to . O m s� m ug I Cj'>W � Z=0)F- u5�- C;o v Fn - C) Z w z i- (� - W 0/\ W OQW {WI Ams .4. V � Uy xP 8" C.M.U. #50 ROD IN FILLED CELL AS PER FLOOR PLAN TIED TO CONT. ROD IN TOOTER & 2'-1" MIN. LAP BOND BEAM ABOVE CONC. SLAB FlBERMESH OVE FI 6R M VISQ. 8"JMp.I.N.. FIN. GRADE '4* 4 4• ' a° CLEAN, COMP:, W/ 12" TE RM�\ • ♦ RA -CARE \ \ RAT CIDE WOOD � "Qe'•�� 'TERATMENT AT FRAMING 20"06" CONC. FOOTER W/ 2-#50 ROD CONT (MIN. 25" LAP). W/ 3" MIN. 5 GARAGE CURB DETAIL COVERAGE A-S SCRE : 3/4'.!'-If i FOOTING SCHEDULE TYPE SIZE REINFORCING LENTGHWISE TRANSVERSE BAR TRANSFER BAR REMARKS WITDH LENGTH DEP h N0 SIZE LENGTH SPACE NO SIZE _ENO HSPACE N0. SIZE ILENGTH SPACE Fl 18" CONT. 18' 3 #5 11) CONT ON TOP (2) CONT ON POT #4 #48' 1 #4 60" 48" MONOLITHIC 17 j sl, CONT 8 1 #5 CONT. ON DOT THICK EDGE 12" COLT Z" 1 #5 CONT. ON BOT THICK EDGE F2 24' 24"' V 3 #5 EA. WAY FND PAD F3 36" 36" 11' 4 #5 EA WAY FND. PAD l�— I F4 42" 42" 2 5 #5 EA WAY FND PAD F5 36" 6'_g" 4 #5 LONG WAY #5 @8" OC SHORT WAY END. PAD ICI COLUMN SCHEDULE TIFF SIZE REINFORCING REMARKS MOTH DEPTH VERTICAL HORIZONTAL NONE SOLID GROUTED MASONRY CELL �TMG 1 D AR DIA. INTO C2 8` 16" 2 # 7 NONE " LAP MIN18 BEAR D)�NNTO� FOOTING AND TIE BEAM. �E O i6" i6" 4 # 5 NONE � MICR BAR pAONINTYO� FOOTING AND TIE BEAM. J Q ® 1? 12" 2 16 NONE '0" BLOCK. RDNF. LAP MIN 18 BAR DIA. INTO FOOTING AND TIE BEAM. 2 #5 NONE T994 RINKER BLOCK V� ANGLE) w/ 2-#5 4 RT. ® COLU N� x3, CONC. FILLED STEEL COLUMN v; z O 00,E m J O - OI,© � _ CD 1 0!O CZ� o — J U mom¢ n O V) O Ljj = CDLj NZ w Jcn +�V)ILi1 V Q QJ N �--- .— w ° > ° w m co SHEET NO tta 0 OFSHEET REVISED DATE 12/06/2020 Vp /. ' E . 1 '' PRONDE 8 X 8 ALL CELLS W/#5 0 MAK 5-0" O.C. c N 3134 ° RE VIE WEFOR .D. = E . � ., COD ECOMPLIANCE iN •Ro�+oP,. \, ST. LUCIE COUNTY '%�,��ONALEsocc � litllt11111�Y� ILE REVISION