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8'XB'X16' CMU TYP. DECORATIVE CEMENTUOUS FINISH 4'X4' INSPECTI❑N PORT AT EACH FILLED CELL TYPICAL NOTEi EXTEND DECO FINISH 4' TO 6'- BELOW GRADE GRADE E C TYPE 'S' MORTAR STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM F.F. 4' 3000 PSI CONCRETE SLAB W/ 6'-6'/#10--#10 WWM OVER 6 MIL POLY W/ EDGES LAPPED 6' AND TAPED OVER CLEAN COMPACTED S❑IL CLEAN COMPACTED SOIL \ \ �\� \ PROCTOR D TM 9557MODIFIED ON TERMITE TREATED BOTTOM OF F❑❑TER SHALL 20'W X 16' H STEMWALL SLA BE 12' BELOW GRADE 1 STORY PER FBC R403 OPTIONAL STEMWALL FOOTING DETAIL EDGE OF FOOTING -IN CORNER CORNER DETAIL - FOOTING AND FOUNDATION WALL REINFORCEMENT B'X8'X16" CMU TYP, FINI❑SRATIVE CEMENTU❑US 4'X4' INSPECTION PORT AT EACH FILLED CELL TYPICAL NOTE, EXTEND DECO FINISH 4' TO 6'- BELOW GRADE Nz BEAM�REINFORCINGJREBAR WALLLREINFORCING H / ��#5 CORNER REBAR i GROUTED CELL 1 NOTE, ALL LAPS SHALL BE 25' MINIMUM CORNER DETAIL - BOND BEAM AND WALL REINFORCEMENTLLJ TYPE 'S' MORTAR STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM F.F. T 4' 3000 PSI CONCRETE SLAB W/ 6'-6'/#10--#10 WWM OVER 6 MIL POLY W/ EDGES LAPPED 6' AND TAPED OVER CLEAN COMPACTED S❑IL CLEAN COMPACTED SOIL (COMPACTED TO 95% MODIFIED 20'H X 16'W MONOLITHIC SLAB 16" PROCTOR ASTM D1557) TERMITE TREATED (3) #5 REBAR CONT. ON 3' CHAIRS TYP, BOTTOM OF F❑❑TER SHALL U.N.O. BE 12' BELOW GRADE TYPICAL MONOL YTHIC FOOTING DETAIL 4X4 PT POST ATTACHEQ TO DOUBLE 2X12 BEAM WITH AC4 RATED 1430# UPLIFT ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10820 DOUBLE 2X12 WITH 1/2" PLYWOOD SPLICE GLUED AND NAILED 4X4 PT POST ATTACHED TO DOUBLE 2X12 BEAM WITH ACE4 RATED 1785# UPLIFT 71 ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10820 FINISH FLOOR zu DETAIL A -A 2x #2 SPF STUDS - @ 16' ❑,C, W/(2) 16d TOENAILS T & B 2x P.T. BOTTOM PLATE (2) #5 CONT. ON 3' CHAIRS (TYP.) (1) ROW 2x BL❑CKING @ MID HEIGHT FOR WALL HGT. < 8'-6', (2) ROWS 2x BL❑CKING @ 3rd PTS FOR WALL HGT. > 8'-6' 1/2' GYP. WB (MIN,) @ GARAGE SIDE IF APPLICABLE. 1/4' DIA. X 3-1/4' TAPCDNS @ 24' ❑.C. AND @ 6' MAX. FROM END OF 2x PLATE 6 x 6 w1.4 x W1.4 WWF OR FIBERMESH \ /N /\ a rr >= v 1r_4r, I TYPICAL INTERIOR ffkARINC WALL WITHOUT UPLIFT 4' 3000 PSI CONCRETE SLAB W/ 6'-6'/#10--#10 WWM OVER 6 MIL POLY W/ EDGES. LAPPED 6' AND TAPED OVER CLEAN COMPACTED S❑IL 4X4 PT POST ATTACHED TO CONCRETE SLAB WITH PB44 RATED 1365# UPLIFT ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10820 (2' )H#5 REBARM❑CONTITHIC SLAB ON 3' CHAIRS TYP. U,N,O, " SQ. CONC. BLK COLUMNS WITH J 1) VERTICAL #5 REBAR LFROM FO�OTIyN�G pppppWITH B(1�OHLTA20USTRAPSU PO �j IN IPLACE (TYP) C LUMN HEIGHT AT 9'-8 �A'D SQ. CONC. BLK COLUMNS WITH VERTICAL #5 RREBAR FRROM FOOTI�NyG yVITH j%0HLTA20 STRAPS POUL DDIN PLACE (TYP) C LUMN HEIGHT AT 9 -8 SIMPSON HUC410 RATED 1810# UPLIFT EACH SIDE ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10655 DOUBLE 2X12 WITH 1/2" PLYWOOD SPLICE GLUED AND NAILED SIMPSON HUC410 RATED 1810# UPLIFT EACH SIDE ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10655 DOUBLE 2X12 WITH 1/2" PLYWOOD SPLICE GLUED AND NAILED 4' 3000 PSI CONCRETE SLAB W/ 6'-6'/#10--#10 WWM OVER 6 MIL POLY W/ EDGES LAPPED 6' AND TAPED OVER CLEAN COMPACTED S❑IL 20'H X 16'W M❑N❑LITHIC SLAB (3) #5 REBAR CONT, ON 3' CHAIRS TYP. U,N,O, DETAIL B-B #5 VERTICAL WALL REINFORCING IN GROUTED CELL --BOND BEAM W/(1) #5 REBAR MASONRY WALL FILLED CELL DETAIL FILLED CELL #5DOWEL ACI STANDARD HOOK E5pENWMIVP & H❑RIZ. REINFORCING CONCRETE F❑❑TING REINF❑RCING REBAR .SEE F❑UNDATI❑N PLAN) I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W, Smith, RE, #53608 NOTE: ® INDICATES 1-#5 REBAR IN FILLED CELL FROM F❑❑TING TO LENTAL LOCATED AT EACH SIDE OF ALL WIND❑WS AND DOOR ❑PENINGS. 6' ❑C MAXIMUM ❑THERWISE, SEE F❑❑TING DETAIL