O. BATH
<br />MIRROR
<br />I
<br />rrI
<br />oc
<br />0 oc
<br />1 i l l.i Q 00
<br />I I � t_ v o I
<br />BATHROOM 2
<br />VARIES, 2" LESS THAN
<br />CABINETS BELOW
<br />MIRROR
<br />VARIES
<br />I
<br />O. BATH
<br />III i
<br />I � I
<br />I
<br />KITCHEN
<br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION
<br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS
<br />SHWR. SHWR.
<br />CURTAIN HEAD
<br />ROD n 0-
<br />KITCHEN
<br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION
<br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS
<br />SHWR. SHWR.
<br />CURTAIN HEAD
<br />ROD n 0-
<br />24" TOWEL BAR
<br />TOWEL BAR IN
<br />w
<br />ON WALL ABOVE
<br />TUB OR SHWR.
<br />TOILET TOWEL BAR
<br />/
<br />ON BATHROOM WALL
<br />MEDICINE
<br />CABINET
<br />60
<br />(1
<br />VALVES®®
<br />F TOILET 4
<br />SOAP
<br />PAPER fD
<br />OISH �J
<br />I HOLDER
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<br />FIN. FLR.
<br />BATHROOMS. SHOWERS AND TUBS
<br />DOUBLE
<br />RODS
<br />SINGLE
<br />ROD
<br />CLOSETS LAUNDRY
<br />VARIES PER
<br />FLR. PLAN
<br />TYPICAL HEADER HGT.
<br />KITCHEN
<br />42" H UPPER
<br />CABINETS
<br />36" H UPPER
<br />CABINETS
<br />16" FOR LINEN 30" H UPPER
<br />12" FOR PANTRY CABINETS
<br />OVERHANGS THAT
<br />EXCEED 12" MAY
<br />REQUIRE A SUPPORT
<br />BRACKET 36" H BASE
<br />rQ FINISHED CABINETS
<br />255 COUNTER TOP 30" H BASE D
<br />R CABINETS o 00
<br />to
<br />U_
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<br />2-STORY
<br />•
<br />1'-4"X1'-4" "L"
<br />SHAPE CMU
<br />COLUMN
<br />10'-4"
<br />TYP. @ J
<br />O2-STORY Si
<br />35 SH
<br />■
<br />DINING
<br />8'-8" FLAT CLG.
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<br />GREAT RM
<br />8'-8" FLAT CLG.
<br />CARPET
<br />■
<br />4'4" 2'4"
<br />A = 1/2 WALL
<br />NOR RAILING
<br />PER SPECS
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<br />7 4' . V-4"
<br />- - - - - - - - - - - - -
<br />- ■I LANAI ■
<br />8'-8" FLAT CLG. A.F.F.
<br />9'-8"
<br />I I
<br />I I
<br />I I
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<br />I 6068 SGD I HB
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<br />Q BUILDER TO PROVIDE
<br />S4 APPLIANCE PROTECTION
<br />C WHEN REQUIRED PER FBC
<br />S3 H1
<br />W/ USP LSTA 8 STRAPS
<br />(CENTERED) EACH SIDE
<br />- I OF WALL TO FLOOR J
<br />o TRUSS ABOVE @ 16" O.C. S6
<br />WU_
<br />m GARAGE TYP' @ C,
<br />LU
<br />8'-8" FLAT CLG. A.F.F. 2-STORY
<br />OQW
<br />Z 5.LL
<br />---------------------
<br />r---------- - o
<br />I I S3 LO
<br />I I TYP. @
<br />FLOOR G.T. I SINGLE
<br />- - - - - - STORY
<br />j 8"x16" CMU COLUMN j
<br />I W/ 6"x12" ABOVE I
<br />INTERGRATED INTO K HB
<br />WALL W/ (2) #5 TYP @
<br />I VERTICAL I
<br />GARAGE-
<br />---------------------
<br />16 70 OVERHEAD DOOR
<br />0
<br />Lb 0" 4' 8" b" 1'-4" 16-0"
<br />11
<br />6'4" 18'-8"
<br />25'
<br />OPENING PRESSURES
<br />ENCLOSED-EXPOSURE"C"
<br />O +29.7 / -32.2 © +29.7 / -39.7
<br />© +28.3 / -30.8 �D +28.3 / -37.0
<br />DE +26.6 / -29.1 (�F +26.6 / -33.5
<br />Q SEE SN SHEET Q SEE SN SHEET
<br />140 MPH
<br />NOTE: WIND SPEED INDICATED ABOVE IS AN
<br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES
<br />LISTED ABOVE ARE ALLOWABLE PRESSURES
<br />SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7
<br />WINDOW SCHEDULE
<br />R.O. CMU R.O. FRAME
<br />SIZE (Flange) (Fin) TYPE
<br />12 20 X 26 18 2 X 251 S.H.
<br />13 20X38 182X37 S.H.
<br />14 20X50 182X50 S.H.
<br />15 20 X 63 18 X 62 2 S.H.
<br />16 20X72 182X712 S.H.
<br />1H2 27 1/4 X 26 --- 26X251 S.H. -
<br />�
<br />1H3 271/4X3826x374 S.H.
<br />1 H4 271 X 50 26 x 50 S.H.
<br />1 H5 27 X 63 26 X 62 1/2 `^ S.H.
<br />1H6 27aX72 26X711/2 S.H.
<br />22 37 J X 26 36 2 X 25 1/2 S.H.
<br />23'A 37 a X 38 36 X 37 3/4 S.H.
<br />24 37 J X 501 36 2 X 50 S. H.
<br />25 37 X 63 36 2 X 62 1/2 S.H.
<br />26 37 q X 72 36 2 X 71 112 S.H.
<br />DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H.
<br />32 54 X 26 52 2 X 25 2 S.H.
<br />33 54 X 38 52 2 X 37 S.H.
<br />34 54 X 50 a 52 2 X 50 S.H.
<br />35 54 X 63 52 2 X 62 2 S. H.
<br />36 54 X 72 52 2 X 71 2 S.H.
<br />39X59 40 X 59 N/A S.H.
<br />DOUBLE 39X59 79 X 59 - N/A S.H.
<br />HEADER SCHEDULE
<br />MARK HEADER SIZE REMARKS
<br />H1 (2) - 2X6 #2 SYP W/ 1/2" -- --
<br />FLITCH PLATE
<br />H2 (2) - 2X8 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H3 (2) - 2X10 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H4 (2) - 2X12 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H5 (2) - 1 3/4" X 11 1/4 LVL
<br />2.0E Fb=2950
<br />H6 (2) - 1 3/4" X 9 1/4"
<br />LVL 2.OE Fb=2950
<br />e
<br />(2) -1 3/4" X 16"
<br />LVL 2.0E Fb=2950
<br />H8 (2) - 1 3/4" X 7 1/4"
<br />LVL 2.0E Fb=2950
<br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for
<br />RAG FLITCH PLATE Bearing Wall Call Out When
<br />Straps are Required
<br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
<br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
<br />REQUIRED STUDS
<br />FIRST FLOOR PLAN - A
<br />SCALE: %4"=V-0"
<br />General Notes
<br />R302.5 Dwelling/Garage Opening/Penetration Protection
<br />Opening and penetrations through walls or ceilings separating the
<br />dwelling from the garage shall be in accordance with sections
<br />R302.5.1 through R302.5.3.
<br />R302.5.1 Opening Protection
<br />Openings from a private garage directly into a room used for
<br />sleeping purposes shall not be permitted. Other openings between
<br />the garage and residence shall be equipped with solid wood doors
<br />not less than 1-3/8" in thickness, solid or honeycomb -core steel
<br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
<br />R302.5.2 Duct Penetration
<br />Ducts in the garage and ducts penetrating the walls or ceilings
<br />separating the dwelling from the garage shall be constructed of a
<br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
<br />nonmetallic class 0 or classl duct board, or other approved
<br />material and shall not have openings into the garage.
<br />R302.5.3 Other Penetrations
<br />Penetrations through the separation required in Section R302.6
<br />shall be protected as required by section R302.11, Item 4.
<br />R302.6 Dwelling/Garage Fire Separation.
<br />The garage shall be separated as required by Table R302.6.
<br />Openings in garage walls shall comply with Section R302.5.
<br />Attachment of gypsum board shall comply with Table R702.3.5.
<br />The wall separation provisions of Table R302.6 shall not apply to
<br />garage walls that are perpendicular to the adjacent dwelling unit
<br />wall:
<br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
<br />equivalent applied to garage side.
<br />• From Habitable Rooms Above Garage - Not Less than 5/8"
<br />Type-X Gyp. Bd. or equivalent.
<br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
<br />than 112" Gyp. Bd. or equivalent.
<br />• Garages Located Less Than 3 Feet From Dwelling On The
<br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
<br />to the interior side of exterior walls that are within this area.
<br />R312.2.1 Window Sills
<br />In dwelling units, where the top of the sill of an operable window is
<br />located less than 24 inches (610 mm) above the finished floor and
<br />greater than 72 inches (1829 mm) above the finished grade or
<br />other surface below on the exterior of the building, the operable
<br />window shall comply with one of the following: 1. Operable
<br />windows with openings that will not allow a 4-inch-diameter (102
<br />mm) sphere to pass through the opening where the opening is in
<br />its largest opened position. 2. Operable windows that are provided
<br />with window fall prevention devices that comply with ASTM F2090.
<br />3. Operable windows that are provided with window opening
<br />control devices that comply with Section R312.2.2.
<br />Chapter 45 Private Swimming Pools
<br />Outdoor swimming pools shall be provided with a barrier
<br />complying with R4501.17.1.1 through R4501.17.1.14.
<br />M1507.2 Re -circulation of Air
<br />Exhaust air form Bathrooms and toilet rooms shall not be
<br />re -circulated within a residence or to another dwelling unit and
<br />shall be exhausted directly to the outdoors. Exhaust air from
<br />bathrooms
<br />o s and toilet e rooms shall not discharge into an attic ,crawl
<br />space or other areas inside the building.
<br />GAS APPLIANCES
<br />G.C. to verify location of gas riser before commencement of work.
<br />Where gas water heaters are installed. Water heaters shall be
<br />installed a min. of 18" above flr. per FBCR G2408.2. Except where
<br />appliances that are listed as flammable vapor ignition resistant.
<br />WALL LEGEND
<br />MASONRY HGT. @ 8'-8" A.F.F.
<br />TYP. 2x FRAME WALL
<br />BEARING WALL
<br />INTERIOR BEARING WALLS NOTED "FLOOR
<br />BEARING ONLY" ARE FLOOR SYSTEM
<br />SUPPORTING ONLY AND REQUIRES NO
<br />UPLIFT CONNECTORS TO FLOOR SYSTEM
<br />AREA TABULATION
<br />FIRST LIVING 728 S.F.
<br />SECOND LIVING 1036 S.F.
<br />TOTAL LIVING 1764 S.F.
<br />LANAI 60 S.F.
<br />GARAGE 379 S.F.
<br />ENTRY 62 S.F.
<br />TOTAL SQ. FT. 2265 S.F.
<br />INSULATION REQ.
<br />LOCATION R-VALUE / TYPE
<br />EXT CONIC WALL R-4.1 HIGH PERM
<br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED
<br />EXT FRAME 2 x 6 R-19 KRAFT FACED
<br />CONDITIONED CEILING R-30 BLOWN -IN
<br />(INSTALL BAFFELS AT EAVE)
<br />GARAGE SEPARATION R-11/R-13 KRAFT FACED
<br />(GARAGE / LIVING)
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 71h Edition Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO: 22-08303
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />1.1
<br />GARAGE-
<br />---------------------
<br />16 70 OVERHEAD DOOR
<br />0
<br />Lb 0" 4' 8" b" 1'-4" 16-0"
<br />11
<br />6'4" 18'-8"
<br />25'
<br />OPENING PRESSURES
<br />ENCLOSED-EXPOSURE"C"
<br />O +29.7 / -32.2 © +29.7 / -39.7
<br />© +28.3 / -30.8 �D +28.3 / -37.0
<br />DE +26.6 / -29.1 (�F +26.6 / -33.5
<br />Q SEE SN SHEET Q SEE SN SHEET
<br />140 MPH
<br />NOTE: WIND SPEED INDICATED ABOVE IS AN
<br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES
<br />LISTED ABOVE ARE ALLOWABLE PRESSURES
<br />SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7
<br />WINDOW SCHEDULE
<br />R.O. CMU R.O. FRAME
<br />SIZE (Flange) (Fin) TYPE
<br />12 20 X 26 18 2 X 251 S.H.
<br />13 20X38 182X37 S.H.
<br />14 20X50 182X50 S.H.
<br />15 20 X 63 18 X 62 2 S.H.
<br />16 20X72 182X712 S.H.
<br />1H2 27 1/4 X 26 --- 26X251 S.H. -
<br />�
<br />1H3 271/4X3826x374 S.H.
<br />1 H4 271 X 50 26 x 50 S.H.
<br />1 H5 27 X 63 26 X 62 1/2 `^ S.H.
<br />1H6 27aX72 26X711/2 S.H.
<br />22 37 J X 26 36 2 X 25 1/2 S.H.
<br />23'A 37 a X 38 36 X 37 3/4 S.H.
<br />24 37 J X 501 36 2 X 50 S. H.
<br />25 37 X 63 36 2 X 62 1/2 S.H.
<br />26 37 q X 72 36 2 X 71 112 S.H.
<br />DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H.
<br />32 54 X 26 52 2 X 25 2 S.H.
<br />33 54 X 38 52 2 X 37 S.H.
<br />34 54 X 50 a 52 2 X 50 S.H.
<br />35 54 X 63 52 2 X 62 2 S. H.
<br />36 54 X 72 52 2 X 71 2 S.H.
<br />39X59 40 X 59 N/A S.H.
<br />DOUBLE 39X59 79 X 59 - N/A S.H.
<br />HEADER SCHEDULE
<br />MARK HEADER SIZE REMARKS
<br />H1 (2) - 2X6 #2 SYP W/ 1/2" -- --
<br />FLITCH PLATE
<br />H2 (2) - 2X8 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H3 (2) - 2X10 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H4 (2) - 2X12 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H5 (2) - 1 3/4" X 11 1/4 LVL
<br />2.0E Fb=2950
<br />H6 (2) - 1 3/4" X 9 1/4"
<br />LVL 2.OE Fb=2950
<br />e
<br />(2) -1 3/4" X 16"
<br />LVL 2.0E Fb=2950
<br />H8 (2) - 1 3/4" X 7 1/4"
<br />LVL 2.0E Fb=2950
<br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for
<br />RAG FLITCH PLATE Bearing Wall Call Out When
<br />Straps are Required
<br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
<br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
<br />REQUIRED STUDS
<br />FIRST FLOOR PLAN - A
<br />SCALE: %4"=V-0"
<br />General Notes
<br />R302.5 Dwelling/Garage Opening/Penetration Protection
<br />Opening and penetrations through walls or ceilings separating the
<br />dwelling from the garage shall be in accordance with sections
<br />R302.5.1 through R302.5.3.
<br />R302.5.1 Opening Protection
<br />Openings from a private garage directly into a room used for
<br />sleeping purposes shall not be permitted. Other openings between
<br />the garage and residence shall be equipped with solid wood doors
<br />not less than 1-3/8" in thickness, solid or honeycomb -core steel
<br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
<br />R302.5.2 Duct Penetration
<br />Ducts in the garage and ducts penetrating the walls or ceilings
<br />separating the dwelling from the garage shall be constructed of a
<br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
<br />nonmetallic class 0 or classl duct board, or other approved
<br />material and shall not have openings into the garage.
<br />R302.5.3 Other Penetrations
<br />Penetrations through the separation required in Section R302.6
<br />shall be protected as required by section R302.11, Item 4.
<br />R302.6 Dwelling/Garage Fire Separation.
<br />The garage shall be separated as required by Table R302.6.
<br />Openings in garage walls shall comply with Section R302.5.
<br />Attachment of gypsum board shall comply with Table R702.3.5.
<br />The wall separation provisions of Table R302.6 shall not apply to
<br />garage walls that are perpendicular to the adjacent dwelling unit
<br />wall:
<br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
<br />equivalent applied to garage side.
<br />• From Habitable Rooms Above Garage - Not Less than 5/8"
<br />Type-X Gyp. Bd. or equivalent.
<br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
<br />than 112" Gyp. Bd. or equivalent.
<br />• Garages Located Less Than 3 Feet From Dwelling On The
<br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
<br />to the interior side of exterior walls that are within this area.
<br />R312.2.1 Window Sills
<br />In dwelling units, where the top of the sill of an operable window is
<br />located less than 24 inches (610 mm) above the finished floor and
<br />greater than 72 inches (1829 mm) above the finished grade or
<br />other surface below on the exterior of the building, the operable
<br />window shall comply with one of the following: 1. Operable
<br />windows with openings that will not allow a 4-inch-diameter (102
<br />mm) sphere to pass through the opening where the opening is in
<br />its largest opened position. 2. Operable windows that are provided
<br />with window fall prevention devices that comply with ASTM F2090.
<br />3. Operable windows that are provided with window opening
<br />control devices that comply with Section R312.2.2.
<br />Chapter 45 Private Swimming Pools
<br />Outdoor swimming pools shall be provided with a barrier
<br />complying with R4501.17.1.1 through R4501.17.1.14.
<br />M1507.2 Re -circulation of Air
<br />Exhaust air form Bathrooms and toilet rooms shall not be
<br />re -circulated within a residence or to another dwelling unit and
<br />shall be exhausted directly to the outdoors. Exhaust air from
<br />bathrooms
<br />o s and toilet e rooms shall not discharge into an attic ,crawl
<br />space or other areas inside the building.
<br />GAS APPLIANCES
<br />G.C. to verify location of gas riser before commencement of work.
<br />Where gas water heaters are installed. Water heaters shall be
<br />installed a min. of 18" above flr. per FBCR G2408.2. Except where
<br />appliances that are listed as flammable vapor ignition resistant.
<br />WALL LEGEND
<br />MASONRY HGT. @ 8'-8" A.F.F.
<br />TYP. 2x FRAME WALL
<br />BEARING WALL
<br />INTERIOR BEARING WALLS NOTED "FLOOR
<br />BEARING ONLY" ARE FLOOR SYSTEM
<br />SUPPORTING ONLY AND REQUIRES NO
<br />UPLIFT CONNECTORS TO FLOOR SYSTEM
<br />AREA TABULATION
<br />FIRST LIVING 728 S.F.
<br />SECOND LIVING 1036 S.F.
<br />TOTAL LIVING 1764 S.F.
<br />LANAI 60 S.F.
<br />GARAGE 379 S.F.
<br />ENTRY 62 S.F.
<br />TOTAL SQ. FT. 2265 S.F.
<br />INSULATION REQ.
<br />LOCATION R-VALUE / TYPE
<br />EXT CONIC WALL R-4.1 HIGH PERM
<br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED
<br />EXT FRAME 2 x 6 R-19 KRAFT FACED
<br />CONDITIONED CEILING R-30 BLOWN -IN
<br />(INSTALL BAFFELS AT EAVE)
<br />GARAGE SEPARATION R-11/R-13 KRAFT FACED
<br />(GARAGE / LIVING)
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 71h Edition Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO: 22-08303
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />1.1
<br />WINDOW SCHEDULE
<br />R.O. CMU R.O. FRAME
<br />SIZE (Flange) (Fin) TYPE
<br />12 20 X 26 18 2 X 251 S.H.
<br />13 20X38 182X37 S.H.
<br />14 20X50 182X50 S.H.
<br />15 20 X 63 18 X 62 2 S.H.
<br />16 20X72 182X712 S.H.
<br />1H2 27 1/4 X 26 --- 26X251 S.H. -
<br />�
<br />1H3 271/4X3826x374 S.H.
<br />1 H4 271 X 50 26 x 50 S.H.
<br />1 H5 27 X 63 26 X 62 1/2 `^ S.H.
<br />1H6 27aX72 26X711/2 S.H.
<br />22 37 J X 26 36 2 X 25 1/2 S.H.
<br />23'A 37 a X 38 36 X 37 3/4 S.H.
<br />24 37 J X 501 36 2 X 50 S. H.
<br />25 37 X 63 36 2 X 62 1/2 S.H.
<br />26 37 q X 72 36 2 X 71 112 S.H.
<br />DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H.
<br />32 54 X 26 52 2 X 25 2 S.H.
<br />33 54 X 38 52 2 X 37 S.H.
<br />34 54 X 50 a 52 2 X 50 S.H.
<br />35 54 X 63 52 2 X 62 2 S. H.
<br />36 54 X 72 52 2 X 71 2 S.H.
<br />39X59 40 X 59 N/A S.H.
<br />DOUBLE 39X59 79 X 59 - N/A S.H.
<br />HEADER SCHEDULE
<br />MARK HEADER SIZE REMARKS
<br />H1 (2) - 2X6 #2 SYP W/ 1/2" -- --
<br />FLITCH PLATE
<br />H2 (2) - 2X8 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H3 (2) - 2X10 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H4 (2) - 2X12 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H5 (2) - 1 3/4" X 11 1/4 LVL
<br />2.0E Fb=2950
<br />H6 (2) - 1 3/4" X 9 1/4"
<br />LVL 2.OE Fb=2950
<br />e
<br />(2) -1 3/4" X 16"
<br />LVL 2.0E Fb=2950
<br />H8 (2) - 1 3/4" X 7 1/4"
<br />LVL 2.0E Fb=2950
<br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for
<br />RAG FLITCH PLATE Bearing Wall Call Out When
<br />Straps are Required
<br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
<br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
<br />REQUIRED STUDS
<br />FIRST FLOOR PLAN - A
<br />SCALE: %4"=V-0"
<br />General Notes
<br />R302.5 Dwelling/Garage Opening/Penetration Protection
<br />Opening and penetrations through walls or ceilings separating the
<br />dwelling from the garage shall be in accordance with sections
<br />R302.5.1 through R302.5.3.
<br />R302.5.1 Opening Protection
<br />Openings from a private garage directly into a room used for
<br />sleeping purposes shall not be permitted. Other openings between
<br />the garage and residence shall be equipped with solid wood doors
<br />not less than 1-3/8" in thickness, solid or honeycomb -core steel
<br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
<br />R302.5.2 Duct Penetration
<br />Ducts in the garage and ducts penetrating the walls or ceilings
<br />separating the dwelling from the garage shall be constructed of a
<br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
<br />nonmetallic class 0 or classl duct board, or other approved
<br />material and shall not have openings into the garage.
<br />R302.5.3 Other Penetrations
<br />Penetrations through the separation required in Section R302.6
<br />shall be protected as required by section R302.11, Item 4.
<br />R302.6 Dwelling/Garage Fire Separation.
<br />The garage shall be separated as required by Table R302.6.
<br />Openings in garage walls shall comply with Section R302.5.
<br />Attachment of gypsum board shall comply with Table R702.3.5.
<br />The wall separation provisions of Table R302.6 shall not apply to
<br />garage walls that are perpendicular to the adjacent dwelling unit
<br />wall:
<br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
<br />equivalent applied to garage side.
<br />• From Habitable Rooms Above Garage - Not Less than 5/8"
<br />Type-X Gyp. Bd. or equivalent.
<br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
<br />than 112" Gyp. Bd. or equivalent.
<br />• Garages Located Less Than 3 Feet From Dwelling On The
<br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
<br />to the interior side of exterior walls that are within this area.
<br />R312.2.1 Window Sills
<br />In dwelling units, where the top of the sill of an operable window is
<br />located less than 24 inches (610 mm) above the finished floor and
<br />greater than 72 inches (1829 mm) above the finished grade or
<br />other surface below on the exterior of the building, the operable
<br />window shall comply with one of the following: 1. Operable
<br />windows with openings that will not allow a 4-inch-diameter (102
<br />mm) sphere to pass through the opening where the opening is in
<br />its largest opened position. 2. Operable windows that are provided
<br />with window fall prevention devices that comply with ASTM F2090.
<br />3. Operable windows that are provided with window opening
<br />control devices that comply with Section R312.2.2.
<br />Chapter 45 Private Swimming Pools
<br />Outdoor swimming pools shall be provided with a barrier
<br />complying with R4501.17.1.1 through R4501.17.1.14.
<br />M1507.2 Re -circulation of Air
<br />Exhaust air form Bathrooms and toilet rooms shall not be
<br />re -circulated within a residence or to another dwelling unit and
<br />shall be exhausted directly to the outdoors. Exhaust air from
<br />bathrooms
<br />o s and toilet e rooms shall not discharge into an attic ,crawl
<br />space or other areas inside the building.
<br />GAS APPLIANCES
<br />G.C. to verify location of gas riser before commencement of work.
<br />Where gas water heaters are installed. Water heaters shall be
<br />installed a min. of 18" above flr. per FBCR G2408.2. Except where
<br />appliances that are listed as flammable vapor ignition resistant.
<br />WALL LEGEND
<br />MASONRY HGT. @ 8'-8" A.F.F.
<br />TYP. 2x FRAME WALL
<br />BEARING WALL
<br />INTERIOR BEARING WALLS NOTED "FLOOR
<br />BEARING ONLY" ARE FLOOR SYSTEM
<br />SUPPORTING ONLY AND REQUIRES NO
<br />UPLIFT CONNECTORS TO FLOOR SYSTEM
<br />AREA TABULATION
<br />FIRST LIVING 728 S.F.
<br />SECOND LIVING 1036 S.F.
<br />TOTAL LIVING 1764 S.F.
<br />LANAI 60 S.F.
<br />GARAGE 379 S.F.
<br />ENTRY 62 S.F.
<br />TOTAL SQ. FT. 2265 S.F.
<br />INSULATION REQ.
<br />LOCATION R-VALUE / TYPE
<br />EXT CONIC WALL R-4.1 HIGH PERM
<br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED
<br />EXT FRAME 2 x 6 R-19 KRAFT FACED
<br />CONDITIONED CEILING R-30 BLOWN -IN
<br />(INSTALL BAFFELS AT EAVE)
<br />GARAGE SEPARATION R-11/R-13 KRAFT FACED
<br />(GARAGE / LIVING)
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 71h Edition Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO: 22-08303
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />1.1
<br />HEADER SCHEDULE
<br />MARK HEADER SIZE REMARKS
<br />H1 (2) - 2X6 #2 SYP W/ 1/2" -- --
<br />FLITCH PLATE
<br />H2 (2) - 2X8 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H3 (2) - 2X10 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H4 (2) - 2X12 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H5 (2) - 1 3/4" X 11 1/4 LVL
<br />2.0E Fb=2950
<br />H6 (2) - 1 3/4" X 9 1/4"
<br />LVL 2.OE Fb=2950
<br />e
<br />(2) -1 3/4" X 16"
<br />LVL 2.0E Fb=2950
<br />H8 (2) - 1 3/4" X 7 1/4"
<br />LVL 2.0E Fb=2950
<br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for
<br />RAG FLITCH PLATE Bearing Wall Call Out When
<br />Straps are Required
<br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
<br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
<br />REQUIRED STUDS
<br />FIRST FLOOR PLAN - A
<br />SCALE: %4"=V-0"
<br />General Notes
<br />R302.5 Dwelling/Garage Opening/Penetration Protection
<br />Opening and penetrations through walls or ceilings separating the
<br />dwelling from the garage shall be in accordance with sections
<br />R302.5.1 through R302.5.3.
<br />R302.5.1 Opening Protection
<br />Openings from a private garage directly into a room used for
<br />sleeping purposes shall not be permitted. Other openings between
<br />the garage and residence shall be equipped with solid wood doors
<br />not less than 1-3/8" in thickness, solid or honeycomb -core steel
<br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
<br />R302.5.2 Duct Penetration
<br />Ducts in the garage and ducts penetrating the walls or ceilings
<br />separating the dwelling from the garage shall be constructed of a
<br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
<br />nonmetallic class 0 or classl duct board, or other approved
<br />material and shall not have openings into the garage.
<br />R302.5.3 Other Penetrations
<br />Penetrations through the separation required in Section R302.6
<br />shall be protected as required by section R302.11, Item 4.
<br />R302.6 Dwelling/Garage Fire Separation.
<br />The garage shall be separated as required by Table R302.6.
<br />Openings in garage walls shall comply with Section R302.5.
<br />Attachment of gypsum board shall comply with Table R702.3.5.
<br />The wall separation provisions of Table R302.6 shall not apply to
<br />garage walls that are perpendicular to the adjacent dwelling unit
<br />wall:
<br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
<br />equivalent applied to garage side.
<br />• From Habitable Rooms Above Garage - Not Less than 5/8"
<br />Type-X Gyp. Bd. or equivalent.
<br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
<br />than 112" Gyp. Bd. or equivalent.
<br />• Garages Located Less Than 3 Feet From Dwelling On The
<br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
<br />to the interior side of exterior walls that are within this area.
<br />R312.2.1 Window Sills
<br />In dwelling units, where the top of the sill of an operable window is
<br />located less than 24 inches (610 mm) above the finished floor and
<br />greater than 72 inches (1829 mm) above the finished grade or
<br />other surface below on the exterior of the building, the operable
<br />window shall comply with one of the following: 1. Operable
<br />windows with openings that will not allow a 4-inch-diameter (102
<br />mm) sphere to pass through the opening where the opening is in
<br />its largest opened position. 2. Operable windows that are provided
<br />with window fall prevention devices that comply with ASTM F2090.
<br />3. Operable windows that are provided with window opening
<br />control devices that comply with Section R312.2.2.
<br />Chapter 45 Private Swimming Pools
<br />Outdoor swimming pools shall be provided with a barrier
<br />complying with R4501.17.1.1 through R4501.17.1.14.
<br />M1507.2 Re -circulation of Air
<br />Exhaust air form Bathrooms and toilet rooms shall not be
<br />re -circulated within a residence or to another dwelling unit and
<br />shall be exhausted directly to the outdoors. Exhaust air from
<br />bathrooms
<br />o s and toilet e rooms shall not discharge into an attic ,crawl
<br />space or other areas inside the building.
<br />GAS APPLIANCES
<br />G.C. to verify location of gas riser before commencement of work.
<br />Where gas water heaters are installed. Water heaters shall be
<br />installed a min. of 18" above flr. per FBCR G2408.2. Except where
<br />appliances that are listed as flammable vapor ignition resistant.
<br />WALL LEGEND
<br />MASONRY HGT. @ 8'-8" A.F.F.
<br />TYP. 2x FRAME WALL
<br />BEARING WALL
<br />INTERIOR BEARING WALLS NOTED "FLOOR
<br />BEARING ONLY" ARE FLOOR SYSTEM
<br />SUPPORTING ONLY AND REQUIRES NO
<br />UPLIFT CONNECTORS TO FLOOR SYSTEM
<br />AREA TABULATION
<br />FIRST LIVING 728 S.F.
<br />SECOND LIVING 1036 S.F.
<br />TOTAL LIVING 1764 S.F.
<br />LANAI 60 S.F.
<br />GARAGE 379 S.F.
<br />ENTRY 62 S.F.
<br />TOTAL SQ. FT. 2265 S.F.
<br />INSULATION REQ.
<br />LOCATION R-VALUE / TYPE
<br />EXT CONIC WALL R-4.1 HIGH PERM
<br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED
<br />EXT FRAME 2 x 6 R-19 KRAFT FACED
<br />CONDITIONED CEILING R-30 BLOWN -IN
<br />(INSTALL BAFFELS AT EAVE)
<br />GARAGE SEPARATION R-11/R-13 KRAFT FACED
<br />(GARAGE / LIVING)
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 71h Edition Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO: 22-08303
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />1.1
<br />FIRST FLOOR PLAN - A
<br />SCALE: %4"=V-0"
<br />General Notes
<br />R302.5 Dwelling/Garage Opening/Penetration Protection
<br />Opening and penetrations through walls or ceilings separating the
<br />dwelling from the garage shall be in accordance with sections
<br />R302.5.1 through R302.5.3.
<br />R302.5.1 Opening Protection
<br />Openings from a private garage directly into a room used for
<br />sleeping purposes shall not be permitted. Other openings between
<br />the garage and residence shall be equipped with solid wood doors
<br />not less than 1-3/8" in thickness, solid or honeycomb -core steel
<br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
<br />R302.5.2 Duct Penetration
<br />Ducts in the garage and ducts penetrating the walls or ceilings
<br />separating the dwelling from the garage shall be constructed of a
<br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
<br />nonmetallic class 0 or classl duct board, or other approved
<br />material and shall not have openings into the garage.
<br />R302.5.3 Other Penetrations
<br />Penetrations through the separation required in Section R302.6
<br />shall be protected as required by section R302.11, Item 4.
<br />R302.6 Dwelling/Garage Fire Separation.
<br />The garage shall be separated as required by Table R302.6.
<br />Openings in garage walls shall comply with Section R302.5.
<br />Attachment of gypsum board shall comply with Table R702.3.5.
<br />The wall separation provisions of Table R302.6 shall not apply to
<br />garage walls that are perpendicular to the adjacent dwelling unit
<br />wall:
<br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
<br />equivalent applied to garage side.
<br />• From Habitable Rooms Above Garage - Not Less than 5/8"
<br />Type-X Gyp. Bd. or equivalent.
<br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
<br />than 112" Gyp. Bd. or equivalent.
<br />• Garages Located Less Than 3 Feet From Dwelling On The
<br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
<br />to the interior side of exterior walls that are within this area.
<br />R312.2.1 Window Sills
<br />In dwelling units, where the top of the sill of an operable window is
<br />located less than 24 inches (610 mm) above the finished floor and
<br />greater than 72 inches (1829 mm) above the finished grade or
<br />other surface below on the exterior of the building, the operable
<br />window shall comply with one of the following: 1. Operable
<br />windows with openings that will not allow a 4-inch-diameter (102
<br />mm) sphere to pass through the opening where the opening is in
<br />its largest opened position. 2. Operable windows that are provided
<br />with window fall prevention devices that comply with ASTM F2090.
<br />3. Operable windows that are provided with window opening
<br />control devices that comply with Section R312.2.2.
<br />Chapter 45 Private Swimming Pools
<br />Outdoor swimming pools shall be provided with a barrier
<br />complying with R4501.17.1.1 through R4501.17.1.14.
<br />M1507.2 Re -circulation of Air
<br />Exhaust air form Bathrooms and toilet rooms shall not be
<br />re -circulated within a residence or to another dwelling unit and
<br />shall be exhausted directly to the outdoors. Exhaust air from
<br />bathrooms
<br />o s and toilet e rooms shall not discharge into an attic ,crawl
<br />space or other areas inside the building.
<br />GAS APPLIANCES
<br />G.C. to verify location of gas riser before commencement of work.
<br />Where gas water heaters are installed. Water heaters shall be
<br />installed a min. of 18" above flr. per FBCR G2408.2. Except where
<br />appliances that are listed as flammable vapor ignition resistant.
<br />WALL LEGEND
<br />MASONRY HGT. @ 8'-8" A.F.F.
<br />TYP. 2x FRAME WALL
<br />BEARING WALL
<br />INTERIOR BEARING WALLS NOTED "FLOOR
<br />BEARING ONLY" ARE FLOOR SYSTEM
<br />SUPPORTING ONLY AND REQUIRES NO
<br />UPLIFT CONNECTORS TO FLOOR SYSTEM
<br />AREA TABULATION
<br />FIRST LIVING 728 S.F.
<br />SECOND LIVING 1036 S.F.
<br />TOTAL LIVING 1764 S.F.
<br />LANAI 60 S.F.
<br />GARAGE 379 S.F.
<br />ENTRY 62 S.F.
<br />TOTAL SQ. FT. 2265 S.F.
<br />INSULATION REQ.
<br />LOCATION R-VALUE / TYPE
<br />EXT CONIC WALL R-4.1 HIGH PERM
<br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED
<br />EXT FRAME 2 x 6 R-19 KRAFT FACED
<br />CONDITIONED CEILING R-30 BLOWN -IN
<br />(INSTALL BAFFELS AT EAVE)
<br />GARAGE SEPARATION R-11/R-13 KRAFT FACED
<br />(GARAGE / LIVING)
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 71h Edition Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO: 22-08303
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />1.1
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