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DATE SCALE: 3/28/ 18 1 /4 11= 1-011 PAGE &
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<br />CONCRETE i i
<br />LANDING: I
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<br />ALL EXTERIOR STAIR LANDINGS
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<br />A 24" x 12" x 16" CONCRETE BEARING PAD
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<br />IS REQUIRED UNDER THE FIREPLACE OF THE
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<br />RODS 6" OC IN BOTH DIRECTIONS
<br />ON ROD
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<br />CHAIRS. DEPTH INCLUDES SLAB.
<br />(2) SH 25e
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<br />STEP
<br />SH 25e(2) SH 25e I
<br />,
<br />54" SQUARE x 96" X 20" DEEP BEARINGS
<br />A
<br />CONCRETE ENCASED
<br />LIFER ELECTRODE IS
<br />'
<br />PAD FOR THE MASONRY FIREPLACE WITH
<br />11'" 8'--f" 11'-41/2
<br />A *5 REBAR MAT WITH RODS ro" OC IN BOTH
<br />REQUIRED AND MUST
<br />BE INSPECTED PRIOR
<br />DIRECTIONS,
<br />TO
<br />CONCRETE PLACEMENT IN THE FOOTERS.
<br />2'-0" 16" SQUARE MASONRY COLUMN BASE
<br />- WITH (4) 05 REBARS POURED SOLID
<br />WITH CONCRETE.
<br />---------RAILING POST _______________J
<br />_______-' -- _ ---- _----RAILINCsPOST_______-'
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<br />I
<br />Sxi6 FOOTER------------- Sx16 FOOTER
<br />I
<br />(10
<br />I I I I
<br />THE STEMWALL IS TO BE BUILT OUT i i CONCRETE i ALL EXTERIOR STAIR LANDINGS
<br />'I
<br />UNDER THE COLUMN BASES FROM i ; LANDINGS ; WILL HAVE THICKENED EDGES.
<br />1
<br />THE FOOTER UP. '
<br />I I
<br />(1) *5 REBAR IN
<br />THICKENED EDGE
<br />4" SLAB
<br />------------ -------- 4 1211
<br />,' --- SII
<br />6X6 10/10 WIRE MESH
<br />4� 811
<br />6 MIL V15QUEEN
<br />VAPOR BARRIER 1211
<br />THICKENED EDGE
<br />EXTERIOR STAIRS LANDINGS
<br />FOUNDATION ,AND PLUMBING LAYOUT PLAN
<br />ALL CONCRETE USED ON THIS JOB WILL BE NO LESS THAN 3000 PSI,
<br />ALL REBAR USED ON THIS JOB WILL BE NO LESS THAN *5.
<br />DESIGN SERVICES INC.
<br />MOBILE/ OFFICE 352-206-5821
<br />R, S. HANLEY P 0 BOX 1325 SAN ANTONIO
<br />FLA, 33516
<br />EMAIL. hanley0rolvembarclmail.com
<br />CUSTOM HOMES AND BARNS
<br />FOUNDATION AND SLAB
<br />1) THE FOUNDATION UNDER THE MAIN HOUSE LIVING AREA AND
<br />THE REAR PORCH WILL BE A CONTINUOUS 1211x24" FOOTER WITH
<br />(3) *5 REBARS AND THE FOOTER UNDER THE FRONT PORCH
<br />WILL BE 8 11 x 16" 3000 PSI FOOTER WITH (2) *5 HORIZONTAL
<br />REBARS ON ROD CHAIRS SPACED NO MORE THAN 48" OC,
<br />THE RODS WILL BE TIED TO THE CHAIRS, THE MIN LAP FOR Is
<br />25" AND ALL LAPS WILL BE TIED.
<br />2) A 4" / 3000 PSI CONCRETE SLAB OVER (oxh 10/10 WIRE
<br />MESH AND A fo MIL.VISQUEEN VAPOR BARRIER. THE SOIL WILL
<br />BE TREATED FOR TERMITES AND BE CLEAN AND COMPACTED.
<br />3) THIS FOUNDATION Is BASED ON A 2000 PSF SOIL BEARING
<br />CAPACITY,
<br />4) FIBERMESH CONCRETE MAY BE USED WITH WIRE MESH,
<br />5) THE BUILDING SITE SHALL BE SCRAPED TO REMOVE
<br />ALL ORGANIC MATERIALS. ANY ADDITIONAL FILL PLACED ON THE
<br />BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN
<br />ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING.
<br />THE SLAB SHALL BE PLACED OVER A &MIL VAPOR BARRIER ON
<br />CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL.
<br />THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL
<br />HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I.
<br />6) REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND
<br />IDENTIFIED IN ACCORDANCE WITH ASTM A -615, LAP SPLICES, WHERE
<br />REQUIRED SHALL BE A MINIMUM OF 2511 FOR *5 REBAR, 30" FOR *6
<br />REBAR AND 35" FOR *-1 REBAR.
<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 />FILLED CELLS
<br />8 THIS SYMBOL INDICATES THE APPROX LOCATION OF THE
<br />FILLED CELLS IN THE MASONRY WALLS. THE FILLED CELLS
<br />WILL HAVE A CONTINUOUS *5 REBAR FROM THE FOOTER TO
<br />THE TOP COURSE LINTEL OF THE 10'-0" TALL HOUSE WALLS,
<br />ALL RODS WILL BE TIED WITH A MIN LAP OF 25", ALL FILLED
<br />CELLS WILL BE POURED SOLID WITH 3000 PSI CONCRETE,
<br />THE MAX OC SPACING Is 48" IN THE 10'-0" HOUSE WALLS
<br />AND -112" OC IN THE CELLS THAT ARE IN THE STEMWALL ONLY,
<br />PLUMBING NOTES
<br />ll THE MAIN DRAINS AND THE DRAINS FROM THE
<br />TOILETS WILL ALL BE 3" DIAMETER.
<br />2) THE DRAINS FROM THE SINKS, TUB, SHOWER AND
<br />THE WASHING MACHINE WILL ALL BE 2" DIAMETER.
<br />3) THE PLUMBING CONTRACTOR WILL DETERMINE
<br />THE LOCATION AND QUANTITY OF VENTS NEEDED
<br />FOR THE SYSTEM,
<br />T�,�
<br />�� �d s•B ®uvvanga l�'� '��pr
<br />Q No.53 0
<br />^Q e
<br />S TE • �
<br />9
<br />JOB NAME and ADDRESS
<br />JAMIE R CREWS
<br />40134 CHANCEY ROAD
<br />ZEf=H I'RHILLS, FLORIDA
<br />33540
<br />MAIN FLOOR LIVING AREAL
<br />SECOND FLOOR LIVING AREA
<br />FRONT PORCH
<br />REAR PORCH
<br />SECOND STORY PORCH
<br />OUTSIDE CLOSET
<br />TOTAL UNDER ROOF
<br />1644 SF
<br />1060 SF
<br />251 SF
<br />504 SF
<br />292 SF
<br />SO SF
<br />3501 SF
<br />DAV ID W. SMITH, MS. pE'
<br />FLORIDA LIC.* 53ro08
<br />352-521-0865 OFFICE 352-521-08rol FAX,
<br />9909 WALLASTON DRIVE DADE CITY ,FLA, 33525
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
<br />PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
<br />ASCE 1-10 AND THE 201-1 FLORIDA BUILDING CODE
<br />6th EDITION,
<br />DAVID W, SMITH, MS. PE, LIC,* 53606
<br />
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