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Lj CODES: FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 5TH EDITI❑N 2014 C❑NSTRUCTI❑N TYPE1 5-B BUILDING CODE REQUIREMENTS FOR REINF❑RCED CONCRETE (ACI 318-11) SPECIFICATI❑NS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301) BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-11) NATI❑NAL DESIGN SPECIFICATI❑NS FOR WOOD C❑NSTRUCTI❑N, LATEST EDITI❑N APA PLYWOOD DESIGN SPECIFICATI❑N GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN ACCORDANCE WITH ALL APPLICABLE CODES G❑VERNING EACH TRADE, SYMBOL DESCRIPTION SWITCH &FI 110 V RECEPTICLE — GROUND FAULT �� LIGHT FIXTURE — WALL OR CEILING (TYP) ELECTRICAL PLAN 1/2" OR 7/16" PLYW OR ❑SB MIN, PLYWOOD SHEATING NAILED W/8cd COMMON NAILS @ 4" D.C. B❑UNDARIES, 6 ❑,C, EDGES, AND 12" D.C. FIELD WITH DUTCH LAP SIDING 2" X 4" PT BOTTOM PLATE WITH 1/2" X 7" WEDGE ANCHORS W/3"X3"X3/16" PLATE WASHER (TYP) @ 24" ❑.C, 12" TYPICAL 2X4 STUD WALL @ 16" D.C. 4" CONCRETE (3000PSI) WITH #10 6X6 MESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED P❑IS❑N TREATED S❑IL, VAPOR BARRI❑R MATERIAL TO BE LAPPED 6"WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED CLEAN COMPACT TERMITE TREATED S❑IL �— 20"H X 12"W M❑N❑LITHIC SLAB W/(2) #5 REBAR C❑NTINI❑US ON CHAIRS BOTTOM OF F❑❑TER SHALL BE 12" BELOW GRADE WALL SUCTION am JOB DESCRIPTION: 4 24 X,' X8 u FLOOR PLAN 5' X4' C❑NC SLAB 3068 1/2" X 7" WEDGE ANCHORS W/3"X3"X3/16" PLATE WASHER (TYP) @ 24" ❑.C. SECURE SILL PLATE AT L❑CATI❑NS SHOWN I TNDI ❑PENINGSLL CORNERS I:1413=11=0014391=0 J 4" CONCRETE (3000PSI) WITH #10 6X6 MESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED P❑IS❑N TREATED S❑IL. VAPOR BARRI❑R MATERIAL TO BE LAPPED 6"WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED 20"H X 12"W M❑N❑LITHIC SLAB W/(2) #5 REBAR C❑NTINI❑US ON CHAIRS BOTTOM OF F❑❑TER SHALL BE 12" BELOW GRADE ------------I 0 GARAGE EPHIY HH S CITY., ©� � ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND CITY OF ZEPHYRHILLS ORDINANCES FOUNDATION PLAN RICK GOLLHARDT - DRAFTSMAN I hereby certify 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, P.E. #53608