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TERMITE PREVENTI❑N NOTES:
<br />1, A PERMANENT SIGN WITH IDENTIFIES TREATMENT PR❑VIDER
<br />AND NEED FOR RE-INSP AND TREATMENT RENEWAL SHALE BE
<br />PR❑VIDED, THE SIGN SHALL BE POSTED NEAR THE WATER HEATER
<br />ELECTRICAL PANEL FBC 104,26
<br />2, TO ENABLE TERMITE INSPECTI❑N, THE DISTANCE, BETWEEN WALL_
<br />C❑VERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM,
<br />EXCEPTI❑N: C❑RRISI❑N REISITANT METALS, CEMENTATI❑US FINISHES
<br />APPLIED DIRECTLY TO F❑UNDATI❑N,
<br />3, INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL
<br />EXCAVATI❑N AND BACK FILL IS FINISHED,
<br />4, S❑ILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE
<br />RE -TREATED, INCLUDING SPACES BOXED OR FORMED,
<br />5, BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT
<br />INSTALLATI❑N OF TRAPS, ETC, SHALL BE MADE IN PERMANENT
<br />METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF A SIZE
<br />& DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF S❑IL
<br />AFTER THE TREATMENT,
<br />6, MINIMUM 6 MIL P❑LYFILM MUST BE INSTALLED TO PROTECT
<br />AGAINST RAINFALL DILUTI❑N, RETREATMENT IS REQUIRED IF
<br />RAINFALL OCCURS BEFORE P❑LYFILM PLACEMENT,
<br />7, CONCRETE ❑VERP❑UR AND M❑RT❑R ALONG THE F❑UNDATI❑N
<br />PERIMETER MUST BE REMOVED BEFORE EXYERI❑R S❑IL TREATMENT,
<br />8, ALL BUILDINGS ARE REQUIRED TO HAVE PRE-C❑NSTRUCTI❑N
<br />TREATMENT,
<br />9, NO WOOD) VEGETATI❑N STUMP, CARDBOARD) TRASH, ETC, SHALL
<br />BE BURIED WITHIN 15 FEET ❑F ANY BUILDING OR PROPOSED
<br />BUILDING,
<br />10, AFTER ALL WORK IS COMPLETED) LOOSE WOOD AND FILL MUST
<br />BE REMOVED FROM WITHIN ENE FEET OF THE BUILDING, THIS
<br />INCLUDES ALL GRADE STAKES, TIB TRAP BOXES) FORMS) OTHER
<br />CELLULOSE C❑NTAINING MATERIAL,
<br />11, A CERTIFICATE ❑F C❑MPLIANCE MUST BE PR❑VIDED TO THE
<br />BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY
<br />BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE
<br />CERTIFICATE ❑F C❑MPLIANCE SHALL STATE THE BUILDING HAS
<br />RECEIVED A COMPLETE TREATMENT FOR THE PREVENTI❑N OF
<br />SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN
<br />ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT,
<br />❑F AGRICULTURE AND CONSUMER SERVICE,
<br />CARPENTRY:
<br />1, DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S
<br />ASSOCIATION.
<br />2, ALL LUMBER SHALL BE SOUND, SEASONED) AND FREE FROM WARP.
<br />3, ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (SYP,) NO, 2 GRADE OR BETTER,
<br />WITH SINGLE MEMBER (UNFACT❑RED) STRESSES AS FOLLOWS;
<br />Fv = 90 PSI
<br />Fc = 975 PSI
<br />E = 1,600,000 PSI
<br />1% MAXIMUM M❑ISTURE CONTENT
<br />FRAMING LUMBER SHALL BE #2 APRUCE-PINE-FUR OR BETTER.
<br />INTERI❑R NON -LOAD BEARING WALLS MAY BE UTILITY GRADE.
<br />4, ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED,
<br />5,PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH
<br />F,S, TT-W-571 AND BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE EQUALITY MARK LP-2,
<br />6. SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR GLUE.
<br />ALL ROOF SHEATHING TO BE INSTALLED WITH PLYCLIPS. (MAXIMUM 24" ❑.C,)
<br />7, NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS @ 4" ❑.C, @ PANEL EDGES,
<br />AND 6" ❑,C, INTERMEDIATE, FOR 1/2" SHEATHING OR LESS, NAILING FOR STRUCTURALLY APPROVED
<br />ARCHITECTURAL WALL PANELS (1/4"+) SHALL BE 66 COMMON @ 4" D.C. AT PANEL EDGES, AND 6" O.C.
<br />INTERMEDIATE,
<br />8, ALL FL❑❑RING MATERIAL TO BE 3/4" T&G PLYWOOD, NAILED AND GLUED TO FLOOR J❑ISTS. FLOOR NAIL
<br />WITH 10d NAILS AT 3" D.C. AT PANEL EDGES, 6" D.C. IN THE FIELD. STAGGER NAILS AT 2" D.C. AT
<br />BUTT ENDS OF PLYWOOD SHEATHING.
<br />9, INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF JOISTS AT 8'-0" MAXIMUM. INSTALL BLOCKING IN ALL
<br />BEARING WALLS AND PARTITI❑NS OVER 9'-0" @ MID —HEIGHT, BRACE GABLE END WALLS AT 4'-0" Of.
<br />WHERE WALL FRAMING IS NOT C❑NTINUOUS FROM FOUNDATI❑N TO ROOF.
<br />10. ALL NAILING AND B❑LTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER C❑NSTRUCTI❑N
<br />REQUIREMENTS, ALL NAILS EXPOSED TO THE EXTERI❑R SHALL BE GALVANIZED,
<br />11. ALL C❑NNECTI❑N HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPS❑N STRONGTIE Co. OR
<br />EQUIVALENT, SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL,
<br />ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER,
<br />12.PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARING STUD
<br />WALLS, STAGGER END JOINTS IN DOUBLE PLATES AT LEAST 4'-0", 2X4 SILL PLATES FOR BEARING
<br />WALLS SHALL BE BOLTED TO FOUNDATION AT A MAXIMUM OF 4'-0" O.C.
<br />13,L❑AD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL ❑PENINGS, AND AT
<br />STRUCTURALLY APPROVED ARCHITECTURAL WALL PANEL JOINTS, STUDS SHALL BE TRIPLED AT ALL
<br />CORNERS.
<br />14. WOOD LINTELS OVER ❑PENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES OTHERWISE ON PLANS,
<br />WITH C❑NTINU❑US 3\4" PLYWOOD FILLER CUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS.
<br />EXISTING.
<br />STORAGE
<br />EXISTING
<br />.GARAGE
<br />CORNER
<br />FIGURE
<br />/ /EXISTING/
<br />/STRUCTURE
<br />OFFICE / / / IY / /BEDROOM
<br />4" CONCRETE SLAB
<br />18-10"
<br />VERIFY DIMENSION
<br />19'
<br />�:)"^ 'Till) WALL SPACED 16" ❑,C,
<br />POSTS
<br />R602.3(2)
<br />I hereby certify that I have reviewed this plan and found it to be in
<br />compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition
<br />David W. Smith, P.E. #53608
<br />1
<br />0
<br />NOTE:
<br />0 DENOTES 1/2" DIA X 8" AB @ 24❑,C, OR
<br />1/2"x8" WEDGE ANCHOR FOR BEA ING WALL
<br />2X4 PT SOLE PLATE: ANCHOR TO FTG
<br />W/1/2" DIA X 8" AB @ 24" D.C. OR
<br />1/2"x8" WEDGE ANCHOR FOR BEARING WALL
<br />4" CONCRETE (3000PSI) WITH #10
<br />6X6 MESH ON 6 MIL POLY
<br />VAPOR BARRIER OVER CLEAN
<br />COMPACTED P❑IS❑N TREATED
<br />S❑IL. VAPOR BARRI❑R
<br />MATERIAL TO BE LAPPED
<br />6"WITH SEAMS TAPED
<br />FIBERMESH CAN BE SUBSTITUED
<br />`-- 1rr#W X 20"H MONOLITHIC FOOTINGS WITH 2 EACH
<br />5 (5/8") REDS CONTINUOUS ON CHAIRS -TYPICAL
<br />B; TTOM OF FOOTER MUST BE 12" BELOW UNDISTURBED SOIL
<br />MONOLITHIC
<br />FOOTING DETAI�
<br />8'X8' RIBB❑N F❑❑TER
<br />WITH (1) #5 REBAR C❑NT.
<br />F❑❑TER FOR COVERED PORCH
<br />1i11,
<br />a.....V ell
<br />No. 53608 ®�
<br />®'TTTE OF ®:�
<br />. 6
<br />�.e�•.�• R IOP
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<br />CONCRETE SL
<br />C❑MP❑SITE ROOF
<br />INGLE TOP PLATE (INTERI❑R WALL)
<br />STUD WALLS @ 16" D.C.
<br />GYPSUM WALLBOARD UXO.
<br />IRYWALL SCREWS @ 8" ❑,C,
<br />INSULATI❑N MIN,
<br />P,T, BOTTOM PLATE ATTACHED WITH
<br />❑NCRETE NAILS W/ 1 1/2"
<br />-DMENT @ 12" Of, STAGGERED
<br />�1 BOTTOM PLATE TO CONCRETE
<br />SHEAR 180# MIN.
<br />SI❑N 120#)
<br />INTERIOR WALL DETAIL
<br />D.W.SMITH,M.S.,P.E.#53608
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
<br />PROJECTS ENGINEERING CONSULTANT
<br />9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525
<br />PHONE: ( CELL) 813-469-2289 E-MAIL: dwsf[pe@eorthlink.net
<br />PRATT GREGORY
<br />6106 RIDGEWAY DR
<br />ZEPHYRHILLS, FLORID
<br />ELEVATIONS SHET
<br />FLOOR PLAN 2 Of 4
<br />SCALE
<br />DO NOT SCALE
<br />RICK GOLLHARDT - DRAFTSMAN DESIGN/DRAWN
<br />PHONE: (CELL)813-781-3651 E-MAIL, rqolthardt@tamDabav,rr.com R. GOLLHARDT
<br />DATE
<br />7 NOV 2021
<br />M
<br />[gig
<br />CHECKED
<br />D.W.S.PE
<br />2021-0520
<br />
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