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OPTIONAL MONOLITHIC FOUNDATION AND SLAB
<br />1) THE FOOTERS FOR THE FOUNDATION WILL BE A CONTINUOUS
<br />MONOLITHIC / 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 roxro 10/10 WIRE
<br />MESH AND A ro 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) 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 roMIL 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 />5) 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 25" FOR *5 REBAR, 30" FOR *ro
<br />REBAR AND 35" FOR *-1 REBAR.
<br />2x *2 SPRUCE FRAME WALL
<br />FIBERMESH MAY BE USED ONLY IF IT HAS
<br />THE roxro 10/10 WIRE MESH REINFORCEMENT,
<br />1/2"x8" J-BOLTS 32" OC MAX.
<br />*2 PT BOTTOM PLATE
<br />------------------
<br />FINISHED GRADE 20 85��--------------------------------
<br />12" CLEAN, COMPACTED
<br />MIN ;L 8AND TREATED FILL
<br />12" 8"
<br />20"
<br />4" REINFORCED SLAB
<br />MASONRY STEMWALLS
<br />*1 CONCRETE MASONARY UNIT SHALL BE HOLLOW UNIT
<br />MASONRY IN ACCORDANCE WITH ASTM C-SO AND SHALL
<br />HAVE MINIMUM F'M OF 1500 P.S.I.
<br />*2 MORTAR SHALL CONFORM TO ASTMC -210 AND SHALL BE
<br />EITHER TYPE M OR S.
<br />*3 REINFORCING STEEL SHALL BE GAGE 40 MINIMUM AND
<br />IDENTIFIED IN ACCORANCE WITH ASTMA-615.LAP SPLICES
<br />WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR *5 REBAR
<br />30" FOR *ro REBAR AND 36" FOR *l REBAR.
<br />*4 GROUT FOR POURED CELLS AND LINTELS SHALL HAVE A
<br />MAXIMUM COURSE AGGREGATE SIZE OF 3/5" PLACED AT 8 TO
<br />11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE
<br />STRENGTH OF 3000 P.S.I, ( WHEN TESTED PER ASTM C-101S)
<br />*5 PROVIDE CLEAN OUT OPENINGS (12 SQ IN.) IN CELLS
<br />CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT
<br />POUR EXCEEDS 5 FEET IN HEIGHT,
<br />USE 1/4" SIMPSON TITEN MASONRY SCREWS
<br />1 1/2" EMBEDDMENT 1 1/2" EDGE DISTANCE
<br />AND 32" OC. TO ANCHOR THIS INTERIOR WALL.
<br />2x *2 PT SYP BOTTOM PLATE
<br />4" SLAB
<br />- STEP -__---------
<br />------------
<br />roxro 10/10 WIRE 8" 12ro MIL VISQUEEN
<br />REINFORCING MESH 8" 8" 12" VAPOR BARRIER
<br />0) *5 REBAR
<br />GARAGE STEP DOWN WALL DETAIL
<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 />WOODEN HEADER
<br />SPLICE,
<br />ALL WOOD HEADERS WILL BE LAPPED A MIN OF 48"
<br />WHEN SPANS ARE LONGER THAN NOMINAL SIZES AND
<br />NAILED WITH 12d GALV, COMMONS AT 12" OC IN (3) ROWS
<br />FOR HEADERS AND FLOOR BEAMS MADE OF 2x12, 2x10
<br />AND 2x8, ALL OTHERS WILL BE NAILED IN (2) ROWS, NAIL
<br />EACH SIDE OF ALL SPLICES, 1/2" SPACERS ARE NOT
<br />REQUIRED.
<br />THE GABLE END AND EXTERIOR WALL SHEATHING WILL BE 1/2" CDX
<br />OR OSB NAILED TO THE EXTERIOR FACE OF THE GABLE ROOF
<br />TRUSSES WITH 8d GALV. COMMONS AT roll OC IN ALL AREAS. COVER
<br />THE SHEATHING WITH TYVEK WHOLE HOUSE WRAP AND THE FINISHED SIDING.
<br />FIBERGLASS SHINGLES
<br />SELF ADHERING ROOFING UNDERLAYMENT
<br />THE ROOF SHEATHING WILL BE 1/2" CDX OR OSB NAILED TO
<br />THE ROOF TRUSSES WITH Sd GALV. COMMONS AT roll OC IN
<br />ALL AREAS. USE 1/2" PLYWOOD CLIPS BETWEEN THE SHEETS
<br />AND BLOCKING WHERE PLYCLIPS WONT WORK,
<br />SIMPSON HURRICANE TIES
<br />SEE THE TRUSS LAYOUT PAGE
<br />OF THIS PLAN FOR CONNECTIONS
<br />METAL OR ALUM.
<br />DRIP EAVE 0.024 MIN,
<br />PRE FINISHED FASCIA
<br />OVER 2X SUB -FASCIA L�
<br />NON -VENTED SOFFITT
<br />JAMES HARDI PANEL SIDING OVER
<br />1/2" CDX OR OSB SHEATHING
<br />1/2" THREADED RODS AS PER
<br />THE TRUSS LAYOUT UNLESS
<br />OTHERWISE NOTED
<br />2 x ro *2 PT BOTTOM PLATES
<br />OF THE EXTERIOR WALLS WILL
<br />BE ATTACHED TO THE TOP OF
<br />THE SLAB WITH 1/2" x 8" J-BOLTS
<br />AT 32" OC
<br />*5 REBAR IN FILLED CELLS IN THE
<br />STEMWALL OF THE FOUNDATION. SEE
<br />THE FOUNDATION PAGE FOR THE
<br />LOCATION OF THE CELLS.
<br />EXISTING GRADE
<br />12" MIN DISTANCE -
<br />INTO EXISTING GROUND
<br />ICYNENE INSULATION
<br />ICYNENE INSULATION WILL BE USED AS THE ATTIC
<br />AND WALL INSULATION. ICYNENE REQUIRES THAT
<br />THE ATTIC WILL NOT HAVE VENTILATION THRU THE
<br />SOFFITT OR THE RIDGE. THE HOUSE WILL HAVE TO
<br />HAVE A FRESH AIR INTAKE VENT. WITH A DAMPER
<br />AS PER THE MECHANICAL CONTRACTOR.
<br />OPTIONAL FIBERGLASS INSULATION
<br />R-30 ROOF AND R-IS WALL INSULATION MAY BE
<br />USED, THE HOMEOWNERS CHOICE.
<br />THE INSULATION MUST BE DETERMINED BEFORE THE
<br />ENGERGY CALCULATIONS ARE DONE,
<br />THE ENGINEER DOES NOT NEED TO REVISE THE PLANS
<br />FOR THE INSULATION CHOICE,
<br />ALL TEMPORARY AND PERMANENT BRACING INFORMATION
<br />FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY
<br />THE TRUSS COMPANY THAT PRODUCES THE TRUSSES.
<br />VERT WEBS ARE REQUIRED AT THE GABLE BRACING LOCATIONS
<br />PRE-ENG, WOOD TRUSSES
<br />*31 MIN TOTAL LOADING 1/2" CEILING DRYWALL ON ALL INTERIOR CEILINGS
<br />2xro *2 SPRUCE STUDS AT 1 ro" OC
<br />WITH A DBL TOP PLATE ON
<br />ALL BEARING WALLS.
<br />1/2" x 8" J- BOLTS AT 32" OC
<br />EACH SIDE OF ALL SPLICES
<br />AND BESIDE ALL OPENINGS
<br />CLEAN, TREATED, COMPACT SOIL
<br />THE FOOTERS FOR THE FOUNDATION WILL BE A CONTINUOUS
<br />8"x Iro" 3000 PSI FOOTER WITH (2) *5 HORIZONTAL REBARS
<br />ON ROD CHAIRS SPACED NO MORE THAN 48" OC, THE RODS
<br />WILL BE TIED TO THE CHAIRS. THE MIN LAP FOR IS 25" AND ALL
<br />LAPS WILL BE TIED,
<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 />1/2" DRYWALL ON THE INTERIOR
<br />OF THE FRAME WALLS. 11
<br />AMIN OFADBL2x *2
<br />SOUTHERN YELLOW PINE
<br />HEADERS ON ALL EXTERIOR
<br />FRAME OPENINGS II
<br />A 4" / 3000 PSI CONCRETE SLAB OVER roxro 10/10 WIRE
<br />MESH AND A ro MIL.VISQUEEN VAPOR BARRIER WILL BE
<br />POURED , THE SOIL WILL BE TREATED FOR TERMITES AND
<br />BE CLEAN AND COMPACTED. FIBERMESH CONCRETE MAY
<br />BE USED WITH WIRE MESH,
<br />2xro SPLICE BLOCKING 9ro" CENTERLINE
<br />FROM THE FINISHED FLOOR,
<br />BLOCKING REQUIRED BETWEEN
<br />THE STUDS A MAX OF 4'-8" OC.
<br />IN ALL BEARING WALLS,
<br />ALL CONNECTIONS TO THE PRESSSURE
<br />TREATED WOOD WILL BE HOT -DIPPED
<br />ZINC COATED GALVANIZED STEEL.
<br />THE BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS. ANY ADDITIONAL FILL
<br />PLACED ON THE BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY
<br />SUPPORT A 2000 P.S.F. FOUNDATION LOADING. THE SLAB SHALL BE PLACED OVER A roMIL VAPOR
<br />BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL, THE CONCRETE UTILIZED
<br />IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A 4015,
<br />LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR *5 REBAR.
<br />TREATMENT: ( SOIL CHEMICAL BARRIER METHOD)
<br />1)
<br />A PERMANENT SIGN TO IDENTIFY THE TERMITE TREATMENT PROVIDER AND
<br />S)
<br />CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED.
<br />REMOVED BEFORE EXTERIOR SOIL TREATMENT
<br />THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL
<br />10)
<br />SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITH 1'-0"
<br />2)
<br />CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM
<br />OF THE STRUCTURES SIDEWALLS.
<br />THE BUILDING SIDEWALLS
<br />11)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIERS MUST BE INSTALLED AFTER
<br />3)
<br />IRRIGATION SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL
<br />CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION.
<br />NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDINGS SIDEWALLS
<br />ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE
<br />4)
<br />TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING
<br />RETREATED.
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS TPA 6 INCHES ( EXCEPTION PAINT OR
<br />12)
<br />ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT
<br />DECORATIVE CEMENTIOUS FINISP LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE
<br />13)
<br />A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY
<br />FOUNDATION WALL.)
<br />A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL
<br />5)
<br />INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETED,
<br />BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: " THE BUILDING HAS
<br />6)
<br />SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED
<br />RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
<br />THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE
<br />OR FORMED,
<br />FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
<br />1)
<br />BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLLATION OF TRAPS, ETC. SHALL BE
<br />14)
<br />AFTER ALL WORK IS COMPLETE LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />MADE WITP PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND
<br />BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,TUB
<br />DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT ,
<br />TRAP BOXES, FORMS,SPORING OR OTHER CELLULOSE CONTAINING MATERIAL.
<br />8)
<br />A MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST
<br />15)
<br />NO WOOD , VEGETATION, STUMPS, CARDBOARD ,TRASH ETC. , SHALL BE BURIED WITHIN
<br />RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT,
<br />15'-0" OF ANY BUILDING OR PROPOSED BUILDING
<br />RE -TREATMENT IS REQUIRED,
<br />DATE NO pA�E 8
<br />3/16/20 SCALE
<br />DESIGN SERVICES INC.
<br />MOBILE/ OFFICE 352-206-5821
<br />R. S. HANLEY P O BOX 1325 SAN ANTONIO
<br />FLA. 33516
<br />EMAIL: hanley0rolmembargmaf l.com
<br />CUSTOM HOMES AND BARNS
<br />FRAMING NOTES:
<br />1) ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, SOIL
<br />OR THE WEATHER SHALL BE NO LESS THAN *2 PT SOUTHERN
<br />YELLOW PINE.
<br />2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE *2 SPRUCE
<br />OR SOUTHERN YELLOW PINE OR BETTER. THE MAS SPACING
<br />FOR ANY STUDS WILL BE fro" OC, THE EXTERIOR WALLS WILL
<br />BE COVERED WITH A SUB -LAYER OF 1/2" SHEATHING AND A
<br />VAPOR BARRIER OF TYVEK WHOLE HOUSE WRAP AND SIDING,
<br />3) THE SIMPSON PRODUCTS IN THIS PLAN MAY BE SUBSTITUTED
<br />WITH THOSE OF GREATER OR EQUAL VALUES. ALWAYS VERIFY
<br />THIS WITH THE PLANS DESIGNER.
<br />4) ALL ELECTRICAL,PLUMBING AND MECHANICAL ROUGH -INS
<br />ARE TO BE COMPLETED, INSPECTED AND APPROVED PRIOR
<br />TO REQUESTING A FRAMING INSPECTION.
<br />5) ALL INTERIOR FRAME WALL DIMENSIONS ARE GIVEN TO THE
<br />CENTER OF THE WALL. UNLESS NOTED OTHERWISE.
<br />ro) ALL OF THE EXTERIOR WALL DIMENSIONS ARE GIVEN TO
<br />THE OUTSIDE FACE OF THE FRAME OR MASONRY WALLS THAT
<br />ALIGN WITH THE OUTSIDE FACE OF THE FOUNDATION. FRAME
<br />WALLS ARE HELD IN 1/2" SO THE EXTERIOR SUB -LAYER OF
<br />THE WALL SHEATHING WILL ALIGN WITH THE FOUNDATION.
<br />1) ALL WOODEN HEADERS ARE TO BE NO LESS THAN A DBL
<br />2Xro *2 SOUTHERN YELLOW PINE. SEE THE TRUSS LAYOUT FOR
<br />THE HEADERS REQUIRED, (1/2" SPACERS ARE NOT REQUIRED)
<br />8) ALL FLOOR JOIST , RAFTERS AND STRUCTURAL BEAMS WILL
<br />BE NO LESS THAN *2 SOUTHERN YELLOW PINE LUMBER.
<br />S) ALL TEMPORARY AND PERMANENT BRACING INFORMATION
<br />FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY
<br />THE TRUSS COMPANY THAT PRODUCES THE TRUSSES. VERT.
<br />WEBS ARE REQUIRED AT ALL GABLE BRACING LOCATIONS.
<br />10) NAIL 2x BLOCKING BETWEEN THE ROOF TRUSSES IN ALL
<br />AREAS THAT A PLY -CLIP WONT WORK.
<br />11) THE WOOD SIDING, SHEATHING AND FRAMING ON THE EXTERIOR
<br />OF ANY BUILDING SHALL HAVE A MIN. CLEARANCE OF roll ABOVE
<br />THE FINISHED GRADE.
<br />12) ALL CONNECTIONS TO THE PRESSSURE TREATED WOOD WILL
<br />BE HOT -DIPPED ZINC COATED GALVANIZED STEEL.
<br />�• :00
<br />Si
<br />NO.53608 t
<br />.010 ; $ TE OF40 o see
<br />: ••
<br />•• ••lop
<br />JOB NAME and ADDRESS
<br />C4LV IN and LINDSEY DOQUE
<br />PARCEL* 10-24-21-0010-09100-0020
<br />8 th AVE ZEPHYRHILLS, FLORIDA
<br />33542
<br />MAIN LIVING AREA 21roro SF
<br />FRONT ENTRY Sro SF
<br />REAR COVERED PORCH 43ro SF
<br />GARAGE 4135 SF
<br />TOTAL UNDER ROOF 3183 SF
<br />DAV ID W. SMITH, MS. PE,
<br />FLORIDA LIC.* 53608
<br />352-521-0865 OFFICE 352-521-0861 FAX,
<br />SSOS WALLASTON DRIVE DADE CITY ,FLA, 33525
<br />1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS
<br />PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
<br />ASCE -1-10 AND THE 2011 FLO IDA BUILDING CODE
<br />roth EDITION,
<br />DAVID W. SMITH, MS. PE, LIC.* 53606
<br />
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