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1-'
<br />N
<br />USE SIMPSON SET EPDXY #1150ro.4 TO
<br />FASTEN THE #5 REBARS INTO THE
<br />EXISTING SLAB AND EXISTING HOUSE
<br />WALLS. MIN 4" EMBEDDMENT INTO
<br />THE EXISTING HOUSE.
<br />i
<br />FOOTER NOTE:
<br />811 x 16" CONT. CONCRETE FOOTER WITH (2) #5 REBARS
<br />ON ROD CHAIRS SPACED NO MORE THAN 48" OC,
<br />FILLED CELLS WILL BE VERT, 45 RODS IN ALL CORNERS,
<br />AND BESIDE EACH OPENING. ALL REBAR MUST BE
<br />BENT AND TIED TOGETHER WITH A MIN LAP OF 25 ".
<br />•'
<br />I
<br />OBI
<br />STANDARD 4" SLAB NOTE:
<br />l EXISTING SLAB
<br />cn 'Ii
<br />4" / 3000 PSI CONCRETE SLAB OVER
<br />CLEAN, TREATED AND COMPACTED SOIL,
<br />THE SOIL MUST BE TREATED FOR TERMITES
<br />AS PER THIS PLAN,
<br />ro" x ro" 10 /10 WIRE MESH OVER roMIL. VISQUEEN
<br />VAPOR BARRIER WILL BE INSTALLED FOR
<br />REINFORCING THE SLAB.
<br />FIBERMESH CONCRETE CAN BE USE IN PLACE
<br />OF THE WIRE MESH,
<br />SOIL. BEARING CAPACITY
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE
<br />SOIL BEARING CAPACITY OF 2000 P.S.F.(MINIMUM) THE
<br />CONTRACTOR / PROPERTY OWNER IS RESPONSIBLE FOR
<br />VEIFYING THAT THE SOIL ON THE SITE IS PROPERLY
<br />PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT
<br />A 2000 P.S.F. FOUNDATION LOADING.
<br />FILL-ED CL.US
<br />M THIS SYMBOL INDICATES THE APPROXIMATE
<br />LOCATION OF THE FILLED CELLS, THE FILLED CELLS
<br />ARE BLOCK CELLS FILLED SOLID WITH 3000 PSI
<br />AND VERT. #5 REBAR. THE VERT REBAR ARE THEN
<br />TIED TO THE HORIZ. REBARS IN THE FOOTER. THE
<br />MIN LAP FOR ANY REBAR WILL BE 25 ", THESE VERT
<br />REBARS EXTEND UP THROUGH THE STEMWALLS.
<br />SOME OF THE CELLS SHOWN MAY BE IN THE i
<br />STEMWALL ONLY. 1
<br />3, -0
<br />EXISTING HOUSE DINING AREA
<br />FOUNDATION PLAN
<br />4" MONOLITHIC
<br />SLAB
<br />FINISHED GRADE -
<br />Ig"
<br />MIN - g" 4 MIL. V ISQUEEN
<br />6X& WIRE MESH
<br />(2) 05 REBARS ON ROD CHAIRS
<br />AT 48" CC, BENT AND TIED WITH CLEAN COMPACTED TREATED SOIL
<br />A MIN LAP OF 25 I 15F}
<br />4" / 3000 PSI MONOLITHIC CONCRETE SLAB OVER CLEAN, TREATED
<br />AND COMPACTED SOIL. THE SOIL WILL BE COMPACTED TO A MIN,
<br />OF 2000 PSI AND BE TREATED FOR TERMITES AS PER THE DET,41L
<br />PAGE OF THIS PLAN. 8" x 8" 10 /10 WIRE MESH OVER SMIL, YISQUEEN
<br />VAPOR BARRIER WILL BE INSTALLED FOR REINFORCING THE SLAB.
<br />FIBERMESH CONCRETE CAN BE USE IN PLACE OF THE WIRE MESH.
<br />SEE THE DETAIL SHEET OF THIS PLAN FOR THE COMPLETE TERMITE
<br />TREATMENT REQUIRED.
<br />TYPICAL_ M- ASONRY WALL SECTION
<br />W1 MONOLITPIC FO-OT-ER-AND SLAB
<br />THE PLUMBING , ELEC ICAL AND MECHANICAL PARTS OF
<br />THE PLAN ARE NON -S UCTURAL AND MAY BE ADJUSTED
<br />BY TIE SUB - CONTRA ORS PERMITTED TO DO THE JOB.
<br />BUT THE CHANGES MU T MEET THE MINIMUM STANDARDS OF
<br />THE CURRENT FLORID BUILDING CODE. THESE CHANGES
<br />ARE NOT REQUIRED T BE VERIFIED BY THE ENGINEER OF
<br />RECORD FOR THIS PL N.
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<br />I61 -^11
<br />NEW LTILITY AREA
<br />a' -4 CEI NG �._tCHT
<br />232 SF
<br />—,� TT1C
<br />CESS 1
<br />STEf DCJJN 4"
<br />2x6 w° L R -13 t- N, N1 6ULATiON
<br />a' -'j
<br />4
<br />Q i
<br />I
<br />(1) 05 REBAR IN THICKENED EDGE
<br />1
<br />/ 126Xro
<br />I
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<br />4
<br />ro MIL VI
<br />I
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<br />1
<br />1
<br />3
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<br />,
<br />i
<br />NEW SLAB
<br />4
<br />SEE THE CROSS SECTION FOR
<br />/
<br />i TPE 5TET -VALL DETAIL
<br />STEP ✓Ok,JN 4"
<br />-
<br />-------- - - - - - - - - -------------- - - - -
<br />- - -
<br />-,
<br />III
<br />—
<br />-- - - - - - - - - - - - - - - - - - -- - - -- -------- - - - -
<br />- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -
<br />EDGE
<br />-,
<br />- -
<br />v
<br />I
<br />OBI
<br />STANDARD 4" SLAB NOTE:
<br />l EXISTING SLAB
<br />cn 'Ii
<br />4" / 3000 PSI CONCRETE SLAB OVER
<br />CLEAN, TREATED AND COMPACTED SOIL,
<br />THE SOIL MUST BE TREATED FOR TERMITES
<br />AS PER THIS PLAN,
<br />ro" x ro" 10 /10 WIRE MESH OVER roMIL. VISQUEEN
<br />VAPOR BARRIER WILL BE INSTALLED FOR
<br />REINFORCING THE SLAB.
<br />FIBERMESH CONCRETE CAN BE USE IN PLACE
<br />OF THE WIRE MESH,
<br />SOIL. BEARING CAPACITY
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE
<br />SOIL BEARING CAPACITY OF 2000 P.S.F.(MINIMUM) THE
<br />CONTRACTOR / PROPERTY OWNER IS RESPONSIBLE FOR
<br />VEIFYING THAT THE SOIL ON THE SITE IS PROPERLY
<br />PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT
<br />A 2000 P.S.F. FOUNDATION LOADING.
<br />FILL-ED CL.US
<br />M THIS SYMBOL INDICATES THE APPROXIMATE
<br />LOCATION OF THE FILLED CELLS, THE FILLED CELLS
<br />ARE BLOCK CELLS FILLED SOLID WITH 3000 PSI
<br />AND VERT. #5 REBAR. THE VERT REBAR ARE THEN
<br />TIED TO THE HORIZ. REBARS IN THE FOOTER. THE
<br />MIN LAP FOR ANY REBAR WILL BE 25 ", THESE VERT
<br />REBARS EXTEND UP THROUGH THE STEMWALLS.
<br />SOME OF THE CELLS SHOWN MAY BE IN THE i
<br />STEMWALL ONLY. 1
<br />3, -0
<br />EXISTING HOUSE DINING AREA
<br />FOUNDATION PLAN
<br />4" MONOLITHIC
<br />SLAB
<br />FINISHED GRADE -
<br />Ig"
<br />MIN - g" 4 MIL. V ISQUEEN
<br />6X& WIRE MESH
<br />(2) 05 REBARS ON ROD CHAIRS
<br />AT 48" CC, BENT AND TIED WITH CLEAN COMPACTED TREATED SOIL
<br />A MIN LAP OF 25 I 15F}
<br />4" / 3000 PSI MONOLITHIC CONCRETE SLAB OVER CLEAN, TREATED
<br />AND COMPACTED SOIL. THE SOIL WILL BE COMPACTED TO A MIN,
<br />OF 2000 PSI AND BE TREATED FOR TERMITES AS PER THE DET,41L
<br />PAGE OF THIS PLAN. 8" x 8" 10 /10 WIRE MESH OVER SMIL, YISQUEEN
<br />VAPOR BARRIER WILL BE INSTALLED FOR REINFORCING THE SLAB.
<br />FIBERMESH CONCRETE CAN BE USE IN PLACE OF THE WIRE MESH.
<br />SEE THE DETAIL SHEET OF THIS PLAN FOR THE COMPLETE TERMITE
<br />TREATMENT REQUIRED.
<br />TYPICAL_ M- ASONRY WALL SECTION
<br />W1 MONOLITPIC FO-OT-ER-AND SLAB
<br />THE PLUMBING , ELEC ICAL AND MECHANICAL PARTS OF
<br />THE PLAN ARE NON -S UCTURAL AND MAY BE ADJUSTED
<br />BY TIE SUB - CONTRA ORS PERMITTED TO DO THE JOB.
<br />BUT THE CHANGES MU T MEET THE MINIMUM STANDARDS OF
<br />THE CURRENT FLORID BUILDING CODE. THESE CHANGES
<br />ARE NOT REQUIRED T BE VERIFIED BY THE ENGINEER OF
<br />RECORD FOR THIS PL N.
<br />i I
<br />I
<br />D
<br />cry
<br />i
<br />r,
<br />i,
<br />3
<br />a
<br />f - -
<br />n
<br />m iI
<br />a
<br />O'
<br />i
<br />Q
<br />O'
<br />I61 -^11
<br />NEW LTILITY AREA
<br />a' -4 CEI NG �._tCHT
<br />232 SF
<br />—,� TT1C
<br />CESS 1
<br />STEf DCJJN 4"
<br />2x6 w° L R -13 t- N, N1 6ULATiON
<br />a' -'j
<br />4
<br />Q i
<br />I
<br />(1) 05 REBAR IN THICKENED EDGE
<br />1
<br />/ 126Xro
<br />I
<br />I
<br />4
<br />ro MIL VI
<br />I
<br />Q
<br />THICKENED EDGE
<br />3
<br />a I
<br />�
<br />�I
<br />EXISTING PORCH
<br />BEDROOM - - - - --
<br />EN—I S r; %SiiT N
<br />200 SF /
<br />!
<br />1
<br />j
<br />7TT -TT�1 3 OA % / - - -
<br />EXIerNG HOUSE DINING AREA
<br />1 FLOOR PLAN
<br />E61GN PRESSURES
<br />THE DE � N WIND PRESSURE RATINGS ARE LISTED
<br />FOR EA H OPENING,THE WINDOWS AND DOORS
<br />CHCOS BY THE HOMEOWNER OR CONTRACTOR
<br />WILL NE D TO MEET OR EXCEED THESE PRESSURES
<br />LISTED Y EACH OPENING. THIS MANUFACTURERS
<br />INFORM TION WILL BE REQUIRED BEFORE ANY
<br />INSTALL TION OF THESE PRODUCTS.
<br />DATE= SCALE:
<br />i/4 V O�l PAGE 2
<br />10 /213 /1� V- oil
<br />DE51GN SERVICES INC.
<br />352-205 -x1321
<br />�
<br />y
<br />OFFICE FAX 352-5a3_2342 w
<br />R• • HA `LEY F O BOX 1325 SAN ANTONIO
<br />FLA. 33516
<br />SECTION 3 BUILDING PLANNING
<br />SECTION 8309 GARAGES AND CARPORTS
<br />R309.I OPENING PROTECTION
<br />OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL
<br />BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN
<br />1 3/S" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL
<br />DOORS NOT LESS THAN 13/S" THICK OR 20 MINUTE FIRE
<br />RATED DOORS,
<br />8309.2 SEPERATION REQUIRED
<br />THE GARAGE SHALL BE 5EPERATED FROM THE RESIDENCE `
<br />AND ITS ATTIC AREA BY NOT LESS THAN 1/21} GYPSUM BOARD
<br />APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE
<br />ROOMS SHALL BE SEPERATED FROM ALL HABITABLE ROOMS i
<br />ABOVE BY NO LESS THAN 5/43" TYPE X GYPSUM BOARD OR
<br />EQUIVALENT. WHERE THE SEPERATION IS A FLOCK - CEILING
<br />ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPERATION SHALL
<br />ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD
<br />OR EQUIVALENT.
<br />CONTRACTOR
<br />G-. L. STEVE CONSTRUCTION
<br />013-355-1314
<br />MAIN FLOOR PLAN
<br />and FOUNDATION
<br />NEW BEDROOM
<br />NEW UTILITY AREA
<br />200 5F
<br />232 SF
<br />TOTAL NEW ADDITION 432 5I=
<br />JOB NAME AND ADDRESS
<br />VAL and RICK PALMER ADDITION
<br />38(033 CAMDEN AVE,
<br />ZEPHYRHILLS, FLA, 33540 -1031
<br />DAVID W, SMITH, MS. FE,
<br />FLORIDA LIC,# 53ro0a
<br />352 - 521 -0865 OFFICE 352 - 521 -0S6l FAX,
<br />9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
<br />I HEREBY CERTIFY THAT I HAVE PREPARED
<br />AND REVIEWED THIS PLAN AND FOUND IT TO BE
<br />IN COMPLIANCE WITH ASCE 1 -10 AND THE FLORIDA
<br />BUILDING CODE 2010 EDITION,
<br />DAVID W. 6MITH M6, PE. #E�3ro08
<br />(1) 05 REBAR IN THICKENED EDGE
<br />1
<br />/ 126Xro
<br />10 /10 WIR
<br />4.
<br />rQUEEN
<br />ro MIL VI
<br />I
<br />VAPCR
<br />THICKENED EDGE
<br />DATE= SCALE:
<br />i/4 V O�l PAGE 2
<br />10 /213 /1� V- oil
<br />DE51GN SERVICES INC.
<br />352-205 -x1321
<br />�
<br />y
<br />OFFICE FAX 352-5a3_2342 w
<br />R• • HA `LEY F O BOX 1325 SAN ANTONIO
<br />FLA. 33516
<br />SECTION 3 BUILDING PLANNING
<br />SECTION 8309 GARAGES AND CARPORTS
<br />R309.I OPENING PROTECTION
<br />OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL
<br />BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN
<br />1 3/S" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL
<br />DOORS NOT LESS THAN 13/S" THICK OR 20 MINUTE FIRE
<br />RATED DOORS,
<br />8309.2 SEPERATION REQUIRED
<br />THE GARAGE SHALL BE 5EPERATED FROM THE RESIDENCE `
<br />AND ITS ATTIC AREA BY NOT LESS THAN 1/21} GYPSUM BOARD
<br />APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE
<br />ROOMS SHALL BE SEPERATED FROM ALL HABITABLE ROOMS i
<br />ABOVE BY NO LESS THAN 5/43" TYPE X GYPSUM BOARD OR
<br />EQUIVALENT. WHERE THE SEPERATION IS A FLOCK - CEILING
<br />ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPERATION SHALL
<br />ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD
<br />OR EQUIVALENT.
<br />CONTRACTOR
<br />G-. L. STEVE CONSTRUCTION
<br />013-355-1314
<br />MAIN FLOOR PLAN
<br />and FOUNDATION
<br />NEW BEDROOM
<br />NEW UTILITY AREA
<br />200 5F
<br />232 SF
<br />TOTAL NEW ADDITION 432 5I=
<br />JOB NAME AND ADDRESS
<br />VAL and RICK PALMER ADDITION
<br />38(033 CAMDEN AVE,
<br />ZEPHYRHILLS, FLA, 33540 -1031
<br />DAVID W, SMITH, MS. FE,
<br />FLORIDA LIC,# 53ro0a
<br />352 - 521 -0865 OFFICE 352 - 521 -0S6l FAX,
<br />9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
<br />I HEREBY CERTIFY THAT I HAVE PREPARED
<br />AND REVIEWED THIS PLAN AND FOUND IT TO BE
<br />IN COMPLIANCE WITH ASCE 1 -10 AND THE FLORIDA
<br />BUILDING CODE 2010 EDITION,
<br />DAVID W. 6MITH M6, PE. #E�3ro08
<br />
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