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GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE
<br />RESIDENTIAL AND 2009 SUPPLEMENTS
<br />T.L, I4ANSON 4 ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFESSIONAL
<br />ENGINEERING COMPANYs HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL
<br />DESIGN OF THIS STRUCTURE
<br />THE BUILDING l INCLUDING ALL COMPONENTS AND CLADDINGS SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS
<br />FLOORS,
<br />LIVE LOADS - 40 P.B.F.
<br />DEAD LOADS - 10 P,S,F.
<br />GARAGE SLAB+
<br />LIVE LOADS - 50 P.S,F.
<br />DEAD LOADS - 10 P,S,F,
<br />ROOPI
<br />LIVE LOADS (TRUSS TOP CORD) - 20 P.S.F.
<br />DEAD LOADS (TRUSS TOP CORD) - 10 P.S.F. 18 P.S.F. WHEN TILE ROOF INSTALLED
<br />DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S.F.
<br />ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P,B,F.
<br />WIND DESIGN ASSUMPTIONSs
<br />WIND SPEED 120 MPH
<br />BUILDING EXPOSURE - B
<br />BUILDING IMPORTANCE FACTOR ■ 1.0
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIENT ■ 1,0
<br />ENCLOSED BUILDING O t� �., " 4
<br />INTERNAL PRESSURE COEFFICIENT ■ + / - 0,18
<br />COMPONETS 4 CLADDING POP ROOF ■ 14.9/ WALL • 25,9/-34,1
<br />OVERHANG • ,�
<br />STUCCO THICKNES: (ol
<br />OVER FRAME GABLE 1/8" STUCCO OVER FELT BACKED GALV
<br />LATH
<br />OVER MASONARY WALL 1/2" 2 COAT STUCCO
<br />GABLE ENDS WITH SIDING BACK WITH 015 FELT
<br />SOIL BEARING 4 COMPACTION:
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF
<br />2000 P.S.F,( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING
<br />THAT THE SOIL ON THE SITE 18 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2000 P.S.F. FOUNDATION LOADING
<br />T.L. HANSON 4 ASSOCIATES A REGISTERED LICENSED FLORIDA PROFESSIONAL
<br />ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
<br />SITE NOR PERFORMING ANY SOIL TESTING
<br />T.L. HANSON 4 ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT
<br />THE BUILDING LOADS
<br />FOUNDATION 4 SLAB - ON- GRADE NOTES :
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:,
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING, SLAB
<br />$HALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
<br />AND TERMITE POISONED SOIL
<br />CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 3000 P.S.F.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR
<br />115 REBAR , 3C" FOR 06 REBAR 4 35" FOR 01 REBAR
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
<br />FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE
<br />FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
<br />STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS
<br />MASONRY WALLS:
<br />CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
<br />AND SHALL HAVE MINIMUM F'M OF 1500 P.S.I.
<br />MORTAR SHALL CONFORM TO ASTMC -210 AND SHALL BE EITHER TYPE M OR $
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTMA-615. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 65 REBAR
<br />30" FOR 06 REBAR AND 35" FOR 01 REBAR,
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF 3/8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINI. IUM 28 DAY COMPRESSIVE STRENGTH OF
<br />2000 P.S,i, ( WHEN TESTED PER ASTM C-1019 )
<br />PROVIDE CLEAN OUT OPENINGS ( 12 60, IN. ) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 5 POT IN HEIGHT
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<br />A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE
<br />SHALL- STATE: (PER FBC R320.1)
<br />THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES, THE TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONSUMERS SERVICES
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION
<br />SECTION R320,1 THROUGH R320.1.6 DO NOT APPLY. A SIGNED FIvER EYAR CONTRACT FROM THE ISSUE
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION. MAINTENANCE AND MONITORING OF THE
<br />BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE $LAB POUR. THE SYSTEM
<br />MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL l PER FBC R320.11)
<br />USE (U 6IMP60N LTT205 ANCHOR AT EACH
<br />SIDE OF ALL DOOR AND WINDOW OPENINGS.
<br />SECURE TO GLAD THROUGH DOTTOM PLATE
<br />USING (1) 518"Xi" (I/2" DOLT SIZE ) RED HEAD
<br />EXPANSION COLTS WITH A 1/2" X 2" SQUARE
<br />WASHER AND TIGHTEN DOWN TO &LAB. FILL
<br />ALL NAIL HOLES TO STUDS USING IODXI 1/2"
<br />NAILS I
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
<br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR CO&T OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION
<br />BACKFILLING 4 COMPACTION ARE COMPLETE f PER FBC 320.1.2.)
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED
<br />INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320,1,2)
<br />BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN
<br />ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />INITIAL TREATMENT ( PER FBC R320,1,3)
<br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALL TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCUR$ BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
<br />BE REQUIRED (PER FBC R320,1,4)
<br />ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION
<br />PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, ( PER FBC R320,115)
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC R320.1.6)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION 18
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC R32016)
<br />CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
<br />A01M 4r;9 AdRRR&=Mft0V ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB
<br />TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS
<br />PER (FBC R320,8,3.)
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONSs PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE
<br />TERMITE INFESTATIONS (PER FBC R104)
<br />EXTERIOR WINDOWS 4 DOORS:
<br />ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH
<br />ANSI/AMMA/NWWDA 101/162 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER
<br />1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE
<br />INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRESSURES SPECIFIED
<br />ELECTRICAL, PLUMBING, 4 MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODES ELECTRICAL
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
<br />MAST ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON
<br />ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "Gm" CIRCUIT
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />"API" CIRCUIT
<br />SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
<br />TO BEDROOM AND OTHER LIVING AREAS
<br />GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N,E,C.
<br />DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR
<br />CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL
<br />BE CONSTRUCTED OF MINIMUM NO,26 GAUGE SHEET STEEL OR
<br />OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS
<br />INTO THE GARAGE ( FBC 2004 R309.1.1.)
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF
<br />GLAZING
<br />(1) GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS
<br />ASSEMBLIES
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />ROOMS, BATHTUBS AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
<br />THAN 60" ABOVE THE DRAIN INLET
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED
<br />POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FINISH FLOOR OR
<br />WALKING SURFACE
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEM& (2) AND (3) ABOVE, THAT MEETS ALL OF THE FOLLOWING
<br />(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 50. FT.
<br />(B) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR
<br />(C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
<br />(D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY
<br />OF THE PLANE OF THE GLAZING
<br />TIMBER MATERIALS:
<br />LUMBER UTILI'=7) IN BOTTOM PLATE, TOP PLATES ,POST, STUDS PACKS AND BEAMS
<br />SHALL BE 02 YELLOW PINE (OR BETTER)
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE ( OR BETTER)
<br />ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE SPACE 16" OC, ALL SPLICES AT
<br />TOP PLATE MUST BE MINIMUM 4'0" AND NAILED 4" OC WITH 12D COMMON NAILS
<br />EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 1/16" O.S.B. ( 2-M-W RATING) NAILED
<br />WITH 8D NAILS SPACE AT 3" OC ALONG ALL HORIZONTAL JOINTS AND EDGES, 6" OC ALONG ALL VERTICAL
<br />JOINTS AND EDGES AND 12" OC ALONG ALL INTERMEDIATE STUDS
<br />AT OPENINGS 5'0" WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS WITH (2) USP OR SIMPSON
<br />LSTA24 STRAP TIES AT EACH END OF HEADER BEAM, ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION
<br />WITH USP OR SIMPSON HTTI6 TENSION TIE.
<br />ANCHOR WOOD SHEAR WALLS SEGMENTS TO FOUNDATION WITH SIMPSON LTT2015 TENSION TIE AT EACH
<br />END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTION ( BUILDING CORNERS)
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED
<br />PRIOR TO REQUESTING THE FRAMING INSPECTION.
<br />STRAP ALL HEADER& A& SHOWN WITH (2)
<br />SIMPSON L8TA20 OR EQUAL FLAT STRAPS
<br />AT EACH END, FILL NAIL HOLES WITH
<br />IODX 11/2" NAIL&
<br />WINDOW AND DOOR OPENINGS TO
<br />HAvE (U STUD BELOW HEADER ON
<br />OPENINGS LESS THAN 4'0" AND
<br />(2) STUDS ON OPENING LARGER,
<br />WITH DOUBLE JACK STUDS
<br />STUD WALL PER PLAN
<br />WALL/ HEADER DETAIL
<br />NOT TO SCALE
<br />Um
<br />3" RECEIVER CHANNEL ATTACHED TO EXISTING ROOF FASCIA,
<br />ATTACH TO FASCIA WITH 1/2"X2" LAGS BOLTS 12" OC, ATTACH
<br />ROOF PANEL TO RECEIVER CHANNEL WITH 0IOX3/4" SDS SCREWS
<br />4" OC AT TOP AND BOTTOM. CONTRACTOR TO VERIFY INTEGRITY
<br />OF EXISTING FASCIA
<br />3" X 48" .024 ELITE ROOF PANELS
<br />1/4"X(o" SDS SCREW WITH NEO WASHERS
<br />SPACED 8" OC INTO TOP PLATE OF WALL
<br />DBL 2X4 02 SPRUCE TOP PLATE
<br />DBL 2X6 02 PINE WITH 1/2"
<br />PLYWOOD IN CENTER OVER
<br />THIS OPENING ONLY
<br />2X4 02 SPRUCE STUDS * Iro" OC
<br />R-11 FIBERGLASS INSULATION
<br />IN ALL EXTERIOR WALLS WITH
<br />1/2" GYPSUM WALLBOARD ON
<br />INTERIOR
<br />SGL 2X4 P.T. 50TTOM PLATE
<br />18"X12" MONO FOOTING WITH
<br />(2) "5 REBAR ON CHAIRS
<br />3000 PSI CONCRETE
<br />ATTACH DOOR TO STUDS THROUGH WOOD
<br />DOOR JAMB PER YOUR MANUFACTURES
<br />INSTRUCTIONS TO MEET WIND LOAD AND
<br />COMPRESSION RATINGS FOR YOUR JOB
<br />LOCATION
<br />CAULK DOOR PER YOUR
<br />DOOR MANUFACTURE SPECIFIC
<br />RECOMMENDATIONS TO MEET
<br />WIND LOAD AND COMPRESSION
<br />RATINGS FOR YOUR JOB LOCATION
<br />I
<br />TYPICAL HEADER
<br />TYPICAL STUD WALL
<br />WOOD DOOR ATTACHMENT DETAIL
<br />NOT TO SCALE
<br />DBL 2X4 "2
<br />SPRUCE HEADER
<br />12
<br />I �
<br />j
<br />SECURE WOOD WALLS TO BLOCK WALL AT
<br />EACH OF THESE LOCATIONS WITH (4) 1/2"X4"
<br />REDHEAD EXPANSION BOLTS EQUALLY
<br />SPACED
<br />EXISTING HOUSE
<br />1/2"CDX PLYWOOD OR -1/16,"
<br />OSB NAILED 3" OC ON ALL
<br />PLATES AND 6" OC ON STUDS
<br />TYVEK HOUSE WRAP
<br />GALV PAPER
<br />BACK WIRE LATH
<br />1/8" STUCCO
<br />ONE LAYER 030 FELT
<br />O
<br />4" 3000 PSI CONCRETE SLAB WITH F15ERMESH
<br />OVER CLEAN COMPACT TERMITE TREATED SOIL.
<br />COVER WITH 6 MILL VISQUEEN
<br />11 OII / 11
<br />1� 1/2"X6" REDHEAD EXPANSION
<br />BOLTS MAXIMUM 24" OC WITH
<br />BOTTOM OF FOOTING 2" SQUARE WASHERS
<br />MINIMUM 12" BELOW GRADE
<br />EXISTING SLAB AN
<br />CUT SECTION DETAIL
<br />NOT TO SCALE
<br />SLAB AND FOOTINGS
<br />L (2) 3/4"X6" HOLE IN EXISTING HOUSE
<br />IN1GS AND EPDXY THE (2) 5/8" REBAR
<br />1 NEW FOOTINGS
<br />EXISTING TO NEW FOOTING DETAIL
<br />NOT TO SCALE
<br />ATTACH WINDOW TO STUDS THROUGH WINDOW
<br />FIN PER YOUR WINDOW MANUFACTURE INSTRUCTIONS
<br />TO MEET WIND LOAD AND COMPRESSION RATINGS
<br />FOR YOUR JOB LOCATION
<br />CAULK WINDOW PER YOUR
<br />WINDOW MANUFACTURES SPECIFIC
<br />RECOMMENDATIONS TO MEET WIND
<br />LOAD AND COMPRESSION RATINGS
<br />FOR YOUR JOB LOCATION
<br />1�
<br />EXTERIOR STUD WALL
<br />WOOD WINDOW ATTACHMENT DETAIL
<br />NOT TO SCALE
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
<br />DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER
<br />16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH
<br />(3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE
<br />ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL
<br />2009 BUPPL ENTALS y ]
<br />DOI
<br />L, HANSON P.E. LICENSE NO, 38684
<br />P.O. BOX 1128, DADE CITY, FL 33526
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<br />TOTAL AREA
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<br />PG
<br />2Of: 2
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