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ELECTRIC TANKLE55
<br />0 11 2' 1
<br />152
<br />*NOt5S
<br />R302.5 Dwelling/garage opening/penetration protection.
<br />Openings and penetrations through the walls or ceilings separating
<br />the dwelling from the garage shall be in accordance with
<br />Sections R302.5.1 through R302.53.
<br />F L O O R
<br />GARAGE.
<br />R302B.1 Opening protection. Openings from a privategarage directly
<br />into a room used for sluing purposes shalinot be permitted. Other
<br />openings between the garage and residence shall be equipped with
<br />solid wood doors not lessthan 1 3/8 inches (35 mm) in thickness, solid or
<br />honeycomb -core steel doors not less than 1 3/8 inches (35 mm) thicl, or
<br />20-minute fire -rated doors
<br />R302152 Duct penetration. Ducts in the garage and ducts penetrating
<br />the walls or ceilings separating the dwelling from the garage shall be
<br />constructed of a minimum No. 26gage (OA8 mm) sheet steel, 1 inch (25A
<br />mm) minimum rigid nonmetallic Class 0 or Class i duct board, or other
<br />approved material and shall not have openings into the garage.
<br />R302B3 Other penetrations. Penetrations through the
<br />separation required in Section R302-6 shall be protected as
<br />required by Section R302.11, Item 4.
<br />R302b. Openings in garage walls shall comply with Section R3=B.
<br />Attachment of gypsum board shall comply with Table R1023.5. The wall
<br />separation provisions of Table P302b shall not apply to garage walls
<br />that are perpendicular to the adjacent dwelling unit wall.
<br />R302.1 Under -stair protection. enclosed space under stairs
<br />that is accessed by a door or access panel shall have walls,
<br />under -stair surface and any soffits protected on the enclosed
<br />side with 1/2-inch (12.1 mm) gypsum board.
<br />tanyTION
<br />LEGEND
<br />DOOR SIZE FEET (HGT. 6'-8"
<br />UNLESS NOTED OTHERWISE)
<br />DOOR SIZE INCHES
<br />P
<br />PRE -HUNG (PH) or WRAP (W)
<br />or POCKET (PKT)
<br />WINDOW SIZE
<br />34 SH
<br />0 FRAME WALL
<br />• TIE MAX BOLTS 6 6'-O" O.G. 4
<br />12" FROM ANY GONER
<br />WINDOW ROUGH OPENING CHART
<br />WINDOW
<br />BLOCK CONSTRUCTION
<br />(1/2" FLANGE)
<br />FRAME CONSTRUCTION
<br />(1/2" FLANGE)
<br />CODE
<br />WIDTH
<br />HEIGHT
<br />WIDTH
<br />HEIGHT
<br />12 SH
<br />19 7/8* *
<br />x
<br />26"
<br />19 1/4- x
<br />26 1/4'
<br />13 SH
<br />1 19 7/8"*
<br />x
<br />38 3/8*
<br />19 1/4' x
<br />38 5 8"
<br />14 SH
<br />19 7/8"'
<br />x
<br />50 5/8'
<br />19 1/4- x
<br />50 7/8'
<br />15 SH
<br />19 7/8*"
<br />x
<br />63'
<br />19 1 4' x
<br />63 1 4'
<br />I6 SH
<br />19 7/8""
<br />x
<br />76 34 "
<br />19 1/4- x
<br />76 3 4'
<br />H32 SH
<br />27 1/4"
<br />x
<br />26'
<br />26 5/8' x
<br />26 1/4'
<br />H33 SH
<br />27 1/4'
<br />x
<br />38 1/4'
<br />26 5/8" x
<br />38 5 8'
<br />H34 SH
<br />27 1/4"
<br />x
<br />50 5 '
<br />26 5/8" x
<br />50 71W
<br />H35 SH
<br />27 1/4"
<br />x
<br />63'
<br />26 5/8' x
<br />63 1 4'
<br />H36 SH
<br />27 1/4"
<br />x
<br />76 3 4'
<br />26 5/8' x
<br />76 3 4'
<br />22 SH
<br />37 3 4'
<br />x
<br />26'
<br />37 1 8" x
<br />26 1 4'
<br />23 SH
<br />37 3 4-
<br />x
<br />38 1/4*
<br />37 1 8' x
<br />38 5 '
<br />24 SH
<br />37 3 4-
<br />x
<br />50 5/8'
<br />37 1 8- x
<br />50 7 '
<br />2WE SH
<br />37 3 4-
<br />x
<br />56'
<br />37 1 8' x
<br />56 1/4'
<br />25 SH
<br />37 3 4-
<br />x
<br />63'
<br />37 1 8" x
<br />63 1/4'
<br />26 SH
<br />37 3 4'
<br />x
<br />76 3 4'
<br />37 1 8' x
<br />76 3 4'
<br />32 SH
<br />53 7/8-
<br />x
<br />26'
<br />53 1/4" x
<br />26 1/4'
<br />33 SH
<br />53 7/8-
<br />x
<br />38 1/4'
<br />53 1/4- x
<br />38 5/8-
<br />34 SH
<br />53 7 B'
<br />x
<br />50 5/8'
<br />53 1/4" x
<br />50 7/8'
<br />3WE SH
<br />53 7 8'
<br />x
<br />%.
<br />53 1/4* x
<br />56 1/4-
<br />35 SH
<br />53 7/8-
<br />x
<br />63'
<br />53 1/4- x
<br />63 1/4-
<br />36 SH
<br />53 7/8-
<br />x
<br />76 3 4'
<br />53 1/4- x
<br />76 3/4-
<br />(2) 22 SH' s
<br />74 3 4"
<br />x
<br />26'
<br />CHECK WITH MANUF.
<br />(2) 32 SH's
<br />107"
<br />x
<br />26"
<br />CHECK WITH MANUF.
<br />(2) 23 SH's
<br />74 3 4'
<br />x
<br />38 1/4*
<br />CHECK WITH MANUF.
<br />(2) 33 SH's
<br />1 107"
<br />x
<br />38 1/4*
<br />CHECK WITH MANUF.
<br />2 24 SH' s
<br />74 3 4"
<br />x
<br />50 5 '
<br />CHECK WITH MANUF.
<br />(2) 34 SH's
<br />107"
<br />x
<br />50 5/8'
<br />CHECK WITH MANUF.
<br />(2) 25 SH' s
<br />74 3 4'
<br />x
<br />63"
<br />CHECK WITH MANUF.
<br />2 35 SH's
<br />107"
<br />x
<br />63'
<br />CHECK WITH MANUF.
<br />1810 FG
<br />20"
<br />x
<br />12'
<br />CHECK WITH MANUF.
<br />*NOTE= THE ABOVE WINDOW CHART FITS MOST WINDOW MANUFACTURERS
<br />WINDOWS HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS /
<br />DOCUMENTATION F'ROVIDED WITH SPECIFIC WINDOW MANUFACTURER
<br />L -
<br />W
<br />EINW00-2
<br />F L O O R
<br />2nd. Storu
<br />DOOR SCHEDULE, OUT SWING DOORS
<br />DOOR
<br />DESCRIPTION
<br />FRAME
<br />ROUGH OPENING
<br />BLOCK
<br />ROUGH
<br />2868
<br />34" x
<br />80 7/8*
<br />37" x
<br />82 3/8"
<br />3068
<br />38" x
<br />80 7/8"
<br />41" x
<br />82 3/8"
<br />3068 w/ SINGLE 1068 LIGHT
<br />51 1/2"
<br />x 80 7/8'
<br />54 1/2'
<br />x 82 3/8'
<br />3068 w/ DOUBLE 1068 LIGHT
<br />65" x
<br />80 7/8"
<br />68" x
<br />82 3/8"
<br />6068
<br />75" x
<br />80 7/8"
<br />78' x
<br />82 3/8"
<br />2880
<br />34" x
<br />96 7/8"
<br />37" x
<br />98 1/2"
<br />3080
<br />38" x
<br />96 7/8"
<br />41" x
<br />98 1/2"
<br />3080 w/ SINGLE 1080 LIGHT
<br />51 1/2'
<br />x 96 7/8"
<br />54 1/2'
<br />x 98 1/2"
<br />3080 w/ DOUBLE 1080 LIGHTS
<br />65" x
<br />96 7/8'
<br />68" x
<br />98 1/2"
<br />6080
<br />75" x
<br />96 7/8"
<br />78" x
<br />98 1/2"
<br />6080 w DOUBLE 1080 LIGHTS
<br />102 1/4'
<br />x 96 7/8'
<br />105 1/4"
<br />x 98 1/2'
<br />6080 w DOUBLE 3080 LIGHTS
<br />150 1/4"
<br />x 96 7/8*
<br />153 1/4"
<br />x 98 1/2*
<br />6080 w/ DOUBLE 2880 LIGHTS
<br />142 1/4"
<br />x 96 7/8'
<br />145 1/4"
<br />x 98 1/2'
<br />6080 w/ DOUBLE 1280 LIGHTS
<br />69" x
<br />96 7/8"
<br />1 72" x
<br />98 1/2"
<br />*NOTE: THE ABOVE DOOR CHART FITS MOST DOOR MANUFACTURERS DOORS
<br />HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS / DOCUMENTATION
<br />PROVIDED WITH SPECIFIC DOOR MANUFACTURER
<br />TABLE R302fo
<br />DWELLING/GARAGE SEPERATION
<br />PLAN
<br />TOTAL LIVING- 200 5F
<br />5TORAGE: 400 5F
<br />DECK: 25 5F
<br />TOTAL- IOC SF
<br />SEPARATION
<br />MATERIAL
<br />FROM THE RESIDENCE AND ATTICS
<br />NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO
<br />THE GARAGE SIDE
<br />FROM ALL HABITABLE ROOMS ABOVE THE GARAGE
<br />NOT LESS THAN 5/8 INCH TYPE X GYPSUM BOARD OR EQUIVALENT
<br />STRUCTURES) SUPPORTING FLOOR/CEILING ASSEMBLIES USED
<br />NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT
<br />FOR SEPERATION REQUIRED BY THIS SECTION
<br />GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT
<br />NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO
<br />ON THE SAME LOT
<br />THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA
<br />R308.4 Hazardous locations. The locations specified in Sections
<br />R308.4.I through R308.4.7 shall be considered to be specific hazardous locations for the purposes of glazing.
<br />R308.4.1 Glazing in doors. Glazing in fixed and operable panels of swinging, sliding and bifold doors shall be
<br />considered to be a hazardous location.
<br />Exceptions:
<br />1. Glazed openings of a size through which a 3-inch-diameter (76 mm) sphere is unable to pass.
<br />2. Decorative glazing.
<br />R308.4.2 Glazing adjacent to doors. Glazing In an Individual fixed or operable panel adjacent to a door shall be
<br />considered to be a hazardous location where the bottom exposed edge of the glazing is less than 60 inches (1524
<br />mm) above the floor or walking surface and it meets either of the following conditions:
<br />1. Where the glazing is within 24 inches (610 mm) of either side of the door in the plane of the door in a closed
<br />position.
<br />2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24
<br />Inches (610 mm) of the hinge side of an in -swinging door.
<br />Exceptions:
<br />1. Decorative glazing.
<br />2. Where there is an intervening wall or other permanent barrier between the door and the glazing.
<br />3. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth.
<br />Glazing in this application shall comply with Section R308.4.3.
<br />4. Glazing that Is adjacent to the fixed panel of patio doors.
<br />R308.4.3 Glazing in windows. Glazing in an individual fixed or operable panel that meets all of the following
<br />conditions shall be considered to be a hazardous location:
<br />1. The exposed area of an individual pone Is larger than 9 square feet (0.836 m2),
<br />2. The bottom edge of the glazing is less than 18 Inches (457 mm) above the floor,
<br />3. The top edge of the glazing Is more than 36 inches (914 mm) above the floor; and
<br />4. One or more walking surfaces are within 36 inches(914 mm), measured horizontally and in a straight line, of the
<br />glazing.
<br />Exceptions:
<br />1. Decorative glazing.
<br />2. Where glazing is adjacent to a walking surface and a horizontal rail Is installed 34 to 38 inches (864 to 965 mm)
<br />above the walking surface, The rail shall be capable of
<br />withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and have a
<br />cross -sectional height of not less than 11/2 inches (38mm).
<br />3. Outboard panes in insulating glass units and other multiple glazed panels where the
<br />bottom edge of the glass Is 25 feet (7620mm) or more above grade, a roof, walking
<br />surfaces or other horizontal [within 45 degrees (0.79 rod) of horizontal] surface
<br />adjacent to the glass exterior.
<br />R308.4.4 Glazing in guards and railings. Glazing in guards and railings, including structural baluster panels
<br />and nonstructural in -fill panels, regardless of area or height above a walking surface shall be considered to be a
<br />hazardous location.
<br />R308.4.5 Glazing and wet surfaces. Glazing In walls,enclosures or fences containing or facing hot tubs,
<br />spas, whirlpools, saunas, steam rooms, bathtubs, showers and
<br />indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524mm) measured
<br />vertically above any standing or walking surface shall be considered to be a hazardous location. This shall apply to
<br />single glazing and each pane in multiple glazing.
<br />Exception: Glazing that is more than 60 inches (1524mm), measured horizontally and in a straight line, from the water's
<br />edge of a bathtub, hot tub, spa, whirlpool or
<br />swimming pool or from the edge of a shower, sauna or steam room
<br />R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36
<br />inches (914 mm) above the plane of the adjacent walking surface of stairways, landings between flights of stairs and
<br />ramps shall be considered to be a hazardous location.
<br />Exceptions:
<br />1. Where glazing is adjacent to a walking surface and a horizontal rail is installed at 34 to 38 inches(864 to 965 mm)
<br />above the walking surface. The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot
<br />(730 N/m) without contacting the glass and have a cross -sectional height of not less than 11/2 Inches (38 mm).
<br />2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface.
<br />R308.4.7 Glazing adjacent to the bottom stair landing.
<br />Glazing adjacent to the landing at the bottom of o stairway where the glozing Is less than 36 Inches (914 mm) above
<br />the landing and within a 60-Inch (1524 mm) horizontal arc
<br />less than 180 degrees from the bottom tread nosing shall
<br />be considered to be a hazardous location. See FigureR308.4.7.
<br />Exception; The glazing is protected by a guard complying with Section R312 and the plane of the glass is more than 18
<br />inches (457 mm) from the guard.
<br />R308.5 Site -built windows. Site -built windows shall comply with Section 2404 of the Florida Building Code, Building.
<br />R308.6 Skylights and sloped glazing. Skylights and sloped glazing shall comply with the following sections.
<br />R308.6.1 Definitions. The following terms are defined in Chapter 2:
<br />SKYLIGHT, UNIT.
<br />SKYLIGHTS AND SLOPED GLAZING.
<br />TUBULAR DAYLIGHTING DEVICE (TDD).
<br />R308.6.2 Materials. The following types of glazing shall be permitted to be used:
<br />1. Laminated glass with not less than a 0.015-inch (0.38 mm) polyvinyl butyral interlayer for glass
<br />panes I6 square feet (1.5 m2) or less in area located such that the highest point of the gloss Is not more
<br />than 12 feet (3658 mm) above a walking surface; for higher or larger sizes, the interlayer thickness shall be not less
<br />than 0.030 inch (0.76 mm).
<br />2. Fully tempered glass.
<br />3. Heat -strengthened glass.
<br />4. Wired glass.
<br />5. Approved rigid plastics.
<br />R308.6.3 Screens, general. For fully tempered or heat strengthened glass, a broken -glass retention screen meeting the
<br />requirements of Section R308.6.7 shall be installed below the full area of the glass, except for fully tempered glass
<br />that meets condition 1 or 2 listed in Section R308.6.5.
<br />R308.6.4 Screens with multiple glazing. Where the inboard pane is fully tempered,heat-strengthened or wired glass, a
<br />broken -glass retention screen meeting the requirements of Section R308.6.7 shall be installed below the full area of
<br />the glass, except for condition 1 or 2 listed in Section R308.6.5. Other panes in the multiple glazing shall be of any
<br />type listed in Section R308.6.2.
<br />R308.6.5 Screens not required. Screens shall not be required where laminated glass complying with Item 1 of Section
<br />R308.6.2 is used as single glazing or the inboard
<br />pane in multiple glazing. Screens shall not be required where fully tempered glass is used as single glazing or the
<br />Inboard pane in multiple glazing and either of the following conditions is met:
<br />1. Glass area 16 square feet (1.49 m2) or less. Highest point of glass not more than 12 feet (3658 mm) above a walking
<br />surface, nominal glass thickness not more than 3/16 inch (4.8 mm), and (for multiple glazing only) the other pane or
<br />panes fully tempered,
<br />laminated or wired glass.
<br />2. Glass area greater than 16 square feet (1.49 m2).Glass sloped 30 degrees (0.52 rod) or less from verticol,and
<br />highest point of glass not more than 10 feet (3048 mm) above a walking surface.
<br />R308.6.6 Glass in greenhouses. Any glazing material is permitted to be installed without screening in the sloped areas
<br />of greenhouses, provided that the greenhouse height
<br />at the ridge does not exceed 20 feet (6096 mm) above grade.
<br />R308.6.7 Screen characteristics. The screen and its fastenings shall be capable of supporting twice the weight of the
<br />glazing, be firmly and substantially fastened to the
<br />framing members, be installed within 4 Inches (102 mm)of the glass and have a mesh opening of not more than 1 inch by 1
<br />inch (25 mm by 25 mm).
<br />R308.6.8 Curbs for skylights. Unit skylights installed in a roof with a pitch flatter than three units vertical in 12
<br />units horizontal (25-percent slope) shall be mounted on a
<br />curb extending not less than 4 inches (102 mm) above the plane of the roof unless otherwise specified in the
<br />manufacturer's installation instructions.
<br />R308.6.9 Testing and labeling. Unit skylights and tubular doylighting devices shall be tested by an approved
<br />independent laboratory, and bear a label identifying Manufacturer,
<br />performance grade rating and approved inspection agency to indicate compliance with the requirements of AAMA/WDMA/CSA
<br />101/I. S. 2/A440.
<br />R308.6.9.1 Comparative analysis for glass -glazed unit skylights. Structural wind load design pressures for glass -glazed
<br />unit skylights different than the size tested In accordance with Section R308.6.9 shall be permitted to be different
<br />than the design value of the
<br />tested unit where determined in accordance with one of the following comparative analysis methods:
<br />1. Structural wind load design pressures for glassglazed unit skylights smaller than the size tested in accordance with
<br />Section R308.6.9 shall be permitted to be higher than the design value of the tested unit provided that such higher
<br />pressures are determined by accepted engineering analysis.
<br />Components of the smaller unit shall be the same as those of the tested unit. Such calculated design pressures shall be
<br />validated by an additional test of the glass -glazed unit skylight having the highest allowable design pressure.
<br />2. In accordance with WDMA I. S. 11.
<br />FRAMING NOTse:
<br />ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED R602.1 GENERAL. WOOD AND WOOD -BASED PRODUCTS USED
<br />CENTER OF THE STUD UNLESS NOTED OTHERWISE. FORLOAD-SUPPORTING PURPOSES SHALL CONFORM TO THE
<br />APPLICABLE PRO -VISIONS OF THIS SECTION.
<br />ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE
<br />STUD OR FACE OF BLOCK (AS APPROPRIATE) WHICH LINES
<br />WITH THE FOUNDATION BELOW.
<br />ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
<br />PRESSURE TREATED OR APPROVED CEDAR, OR HAVE 15 LB.
<br />FELT BARRIER.
<br />SEE SHEETS - S1, S2 AND ADDITIONAL "S" SHEETS
<br />FOR ADDITIONAL STRUCTURAL DETAILS / NOTES
<br />R602.1 GENERAL. WOOD AND WOOD -BASED PRODUCTS USED
<br />FORLOAD-SUPPORTING PURPOSES SHALL CONFORM TO THE
<br />APPLICABLE PRO -VISIONS OF THIS SECTION.
<br />R602. 1. 1 SAWN LUMBER. SAWN LUMBER SHALL BE
<br />IDENTIFIEDBY A GRADE MARK OF AN ACCREDITED LUMBER
<br />GRADING ORINSPECTION AGENCY AND HAVE DESIGN VALUES
<br />CERTIFIED BY ANACCREDITATION BODY THAT COMPLIES WITH
<br />DOC PS 20. IN LIEUOF A GRADE MARK, A CERTIFICATION OF
<br />INSPECTION ISSUED BY ALUMBER GRADING OR INSPECTION
<br />AGENCY MEETING THE REQUIRE-MENTS OF THIS SECTION SHALL
<br />BE ACCEPTED.
<br />R602. 1.2 END -JOINTED LUMBER. APPROVED
<br />END-JOINTEDLUMBER IDENTIFIED BY A GRADE MARK
<br />CONFORMING TO SECTIONR602.1 SHALL BE PERMITTED TO BE
<br />USED INTERCHANGEABLY WITHSOLID-SAWN MEMBERS OF THE
<br />SAME SPECIES AND GRADE. END -JOINTED LUMBER USED IN AN
<br />ASSEMBLY REQUIRED ELSEWHERE INTHIS CODE TO HAVE A
<br />FIRE -RESISTANCE RATING SHALL HAVE THE DES-IGNATION
<br />"HEAT RESISTANT ADHESIVE" OR "HRA" INCLUDED INITS
<br />GRADE MARK.
<br />R602.1.3 STRUCTURAL GLUED -LAMINATED TIMBERS.
<br />GLUED -LAMINATED TIMBERS SHALL BE MANUFACTURED AND
<br />IDENTIFIED ASREQUIRED IN ANSI/AITC A190.1 AND ASTM
<br />D3737.
<br />R602. 1. 4 STRUCTURAL LOG MEMBERS. STRUCTURAL LOG
<br />MEM-BERS SHALL COMPLY WITH THE PROVISIONS OF ICC 400.
<br />R602. 1.5 STRUCTURAL COMPOSITE LUMBER.
<br />STRUCTURALCAPACITIES FOR STRUCTURAL COMPOSITE LUMBER
<br />SHALL BE ESTAB-LISHED AND MONITORED IN ACCORDANCE WITH
<br />ASTM D5455.
<br />R602.1.6 CROSS -LAMINATED TIMBER. CROSS -LAMINATED
<br />TIM-BER SHALL BE MANUFACTURED AND IDENTIFIED AS
<br />REQUIRED BYANSI/APA PRG 320.
<br />R602.1.7 ENGINEERED WOOD RIM BOARD. ENGINEERED WOODRIM
<br />BOARDS SHALL CONFORM TO ANSI/APA PRR 410 OR SHALLBE
<br />EVALUATED IN ACCORDANCE WITH ASTM D7672.
<br />STRUCTURALCAPACITIES SHALL BE IN ACCORDANCE WITH
<br />EITHER ANSI/APAPRR 410 OR ESTABLISHED IN ACCORDANCE
<br />WITH ASTM D7672.RIM BOARDS CONFORMING TO ANSI/APA PRR
<br />410 SHALL BEMARKED IN ACCORDANCE WITH THAT STANDARD.
<br />Thomas L
<br />Hanson:A01410
<br />D00000177EF31
<br />B4E000015ADA
<br />R602.1.8 WOOD STRUCTURAL PANELS. WOOD STRUCTURAL
<br />PANELSHEATHING SHALL CONFORM TO DOC PS 1, DOC PS 2 OR,
<br />WHENMANUFACTURED IN CANADA, CSA 0437 OR CSA 0325.
<br />PANELSSHALL BE IDENTIFIED FOR GRADE, BOND
<br />CLASSIFICATION, AND PER-FORMANCE CATEGORY BY A GRADE
<br />MARK OR CERTIFICATE OFINSPECTION ISSUED BY AN APPROVED
<br />AGENCY.
<br />R602.1.9 PARTICLEBOARD. PARTICLEBOARD SHALL CONFORM
<br />TOANSI A208.1. PARTICLEBOARD SHALL BE IDENTIFIED BY
<br />THEGRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY
<br />ANAPPROVED AGENCY.
<br />R602.1.10 FIBERBOARD. FIBERBOARD SHALL CONFORM TOASTM
<br />C208. FIBERBOARD SHEATHING, WHERE USED STRUCTUR-ALLY,
<br />SHALL BE IDENTIFIED BY AN APPROVED AGENCY AS
<br />CON -FORMING TO ASTM C208.
<br />R602.2 GRADE. STUDS SHALL BE A MINIMUM NO. 3, STANDARD
<br />ORSTUD GRADE LUMBER.
<br />EXCEPTION: BEARING STUDS NOT SUPPORTING FLOORS AND
<br />NON -BEARING STUDS SHALL BE PERMITTED TO BE UTILITY
<br />GRADE LUMBER,PROVIDED THE STUDS ARE SPACED IN
<br />ACCORDANCE WITH TABLER602.3(5).
<br />R602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF
<br />WOOD -FRAME CONSTRUCTION SHALL BE DESIGNED AND
<br />CONSTRUCTED INACCORDANCE WITH THE PROVISIONS OF THIS
<br />CHAPTER AND FIGURESR602. 3( 1) AND R602.3(2), OR IN
<br />ACCORDANCE WITH AWC NDS.COMPONENTS OF EXTERIOR WALLS
<br />SHALL BE FASTENED IN ACCORDANCEWITH TABLES R602.3(1)
<br />THROUGH R602.3(4). WALL SHEATHINGSHALL BE FASTENED
<br />DIRECTLY TO FRAMING MEMBERS AND, WHEREPLACED ON THE
<br />EXTERIOR SIDE OF AN EXTERIOR WALL, SHALL BE CAPA-BLE
<br />OF RESISTING THE WIND PRESSURES LISTED IN TABLE
<br />R301.2(2)ADJUSTED FOR HEIGHT AND EXPOSURE USING TABLE
<br />R301.2(3) ANDSHALL CONFORM TO THE REQUIREMENTS OF
<br />TABLE R602.3(3). WALLSHEATHING USED ONLY FOR EXTERIOR
<br />WALL COVERING PURPOSES SHALLCOMPLY WITH SECTION R703.
<br />STUDS SHALL BE CONTINUOUS FROM SUPPORT AT THE SOLE
<br />PLATE TO ASUPPORT AT THE TOP PLATE TO RESIST LOADS
<br />PERPENDICULAR TO THEWALL. THE SUPPORT SHALL BE A
<br />FOUNDATION OR FLOOR, CEILING ORROOF DIAPHRAGM OR SHALL
<br />BE DESIGNED IN ACCORDANCE WITHACCEPTED ENGINEERING
<br />PRACTICE.
<br />EXCEPTION: JACK STUDS, TRIMMER STUDS AND CRIPPLE STUDS
<br />ATOPENINGS IN WALLS THAT COMPLY WITH TABLES R602.7(1)
<br />ANDR602. 7( 2).
<br />Digitally signed by
<br />Thomas L
<br />Hanson:A01410D000001
<br />77EF3164E000015ADA
<br />Date: 202 3.10.2411:19:5 7
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