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<br />38'-0"
<br />39'-0"
<br />HEADER SCHEDULE
<br />MARK HEADER SIZE REMARKS
<br />H 1 (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=2600 PSI
<br />H6 (2) - 1 3/4" X 9 1/4"
<br />LVL 2.0E Fb=2600 PSI
<br />H7 (2) -1 3/4" X 16"
<br />LVL 2.0E Fb=2600 PSI
<br />H8 (2) -1 3/4" X 7 1/4"
<br />LVL 2.0E Fb=2600 PSI
<br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for
<br />R.A.G. 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 />140C
<br />EXTERIOR 2ND FLOOR
<br />BEARING WALL SCHEDULE
<br />HEIGHT STUD SPECIES SPACING
<br />SPF #2
<br />8'-0" 2x4 SYP #2 16" O.C.
<br />SPF #2
<br />9'-0" 2x4 SYP #2 16" O.C.
<br />SPF #2
<br />>9'-0" 2x6 SYP #2 16" O.C.
<br />* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT
<br />CORNERS
<br />WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT
<br />SEE C/S6 WALL SCHEDULE
<br />WINDOW SCHEDULE
<br />R.O. CMU R.O. FRAME
<br />SIZE (Flange) (Fin) TYPE
<br />12 20X26 18JX25i S.H.
<br />13 20X38j 18JX371 S.H.
<br />14 20X50 18 X50 S.H.
<br />15 20 X 63 18 4 X 62 1 S.H.
<br />16 20X72 184X714 S.H.
<br />J 32 271 /4 X 26 26 X 25 S.H.
<br />J 33 27 1/4 X 38 N/A S.H.
<br />} 34 27 j X 50 N/A S.H.
<br />J 33 N/A 26 x 37 S.H.
<br />j 34 N/A 26 x 50 S.H.
<br />J 35 27 4 X 63 26 X 62 112 S.H.
<br />J 36 27 j X 72 26 X 71 1/2 S.H.
<br />22 37 J X 26 36 j X 25 1/2 S.H.
<br />23 37 1 X 38 36 j X 37 3/4 S.H.
<br />24 37 j X 50 j 36 4 X 50 S.H.
<br />25 37 j X 63 36 j X 62 1/2 S.H.
<br />26 37 J X 72 36 j X 71 1/2 S.H.
<br />DOUBLE 2 75" TALL 73 J WIDE S.H.
<br />WIDE
<br />32 54 X 26 52 J X 25 j S.H.
<br />33 54 X 38 lj 52 } X 37 j S.H.
<br />34 54 X 501 52 4 X 50 S.H.
<br />35 54 X 63 524 X 62 j S.H.
<br />36 54 X 72 52 4 X 71 j S.H.
<br />39X59 40 X 59 N/A S.H.
<br />DOUBLE 39X59 79 X 59 N/A S.H.
<br />General notes
<br />R302.5 Dwelling/Garage Opening/Penetration Protection.
<br />• Openings from a private garage directly into a room used for
<br />sleeping purposes shall not be permitted. Door between
<br />garage and residence shall be equipped with solid doors not
<br />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 />• Duct Penetration. Ducts in the garage and ducts penetrating
<br />the walls or ceilings separating the dwelling from the garage
<br />shall be constructed of a minimum No. 26 gage (0.48 mm)
<br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
<br />duct board, or other approved material and shall have no
<br />openings into the garage.
<br />• Other penetrations shall be protected as required by section
<br />R302.11, Item 4.
<br />R302.6 Dwelling/Garage Fire Separation.
<br />The garage shall be separated from the dwelling as per the
<br />following:
<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 1/2" 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 opening of an operable window is
<br />located more than 72 inches above the finished grade or surface
<br />below, the lowest part of the clear opening of the window shall be
<br />a minimum of 24 inches above the finished floor of the room in
<br />which the window is Iocated.Operable sections of windows shall
<br />not permit openings that allow a 4-inch-diameter sphere where
<br />such openings are located within 24 inches of the finished floor.
<br />Chapter 45 Private Swiming Pools, Section R4501.17.1.9
<br />All doors and windows providing direct access from the home to
<br />the pool shall be equipped with an exit alarm complying with UL
<br />2017 that has a minimum sound pressure rating of 85 db a at 10
<br />feet. Any deactivation switch shall be located at least 54 inches
<br />above the threshold of the access. Separate alarms are not
<br />required for each door or window if sensors wired to a central
<br />alarm sound when contact is broken at any opening.
<br />M 1507.2 Recirculation of Air.
<br />Exhaust air form Bathrooms and toilet rooms shall not be
<br />recirculated within a residence or to another dwelling unit and shall
<br />be exhausted directly to the outdoors. Exhaust air from bathrooms
<br />and toilet rooms shall not discharge into an attic, crawl space or
<br />other areas inside the building.
<br />GAS APPLIANCES
<br />G.C. to verify location of gas riser before commencement of work.
<br />see Sht. SN1 for installation detail.
<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 />OPENING PRESSURES
<br />ENCLOSED - EXPOSURE "C"
<br />0 +29.7 / -30.8 © +29.7 / -39.2
<br />© +28.3 / -30.8 OD +28.3 / -36.4
<br />OE +26.6 / -28.0 +26.6 / -32.2
<br />OG SEE SN SHEET OH SEE SN SHEET
<br />40 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 +34.0 / -44.8
<br />WALL LEGEND
<br />!111011111111111
<br />TYP. 2x FRAME WALL
<br />BEARING WALL
<br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING
<br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
<br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR
<br />SYSTEM
<br />AREA TABULATION 1'131"
<br />1ST FLOOR LIVING AREA 1093
<br />2ND FLOOR LIVING AREA 1489
<br />LIVING TOTAL 2582
<br />GARAGE 427
<br />FRONT ENTRY 35
<br />TOTAL AREA 3044
<br />INSULATION REQ.
<br />O° LOCATION R-VALUE / TYPE
<br />EXT CONIC WALL R-4.1 HIGH PERM
<br />M 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 />w (INSTALL BAFFELS AT EAVE)
<br />GARAGE SEPARATION jR-11/R-13 KRAFT FACED
<br />(GARAGE /LIVING)
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<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the 2017 Florida
<br />Building Code - Residential 6th Edition. Engineer's
<br />signature and seal Is only for the structural engineering
<br />portions of the drawing pages bearing Engineer's signature
<br />and seal.
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<br />SCALE : AS NOTED
<br />DATE : 3/16/2018
<br />TECH: MJAMES
<br />VERSION No' 5nO
<br />SHEET NO.
<br />1.1
<br />HEADER SCHEDULE
<br />MARK HEADER SIZE REMARKS
<br />H 1 (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=2600 PSI
<br />H6 (2) - 1 3/4" X 9 1/4"
<br />LVL 2.0E Fb=2600 PSI
<br />H7 (2) -1 3/4" X 16"
<br />LVL 2.0E Fb=2600 PSI
<br />H8 (2) -1 3/4" X 7 1/4"
<br />LVL 2.0E Fb=2600 PSI
<br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for
<br />R.A.G. 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 />140C
<br />EXTERIOR 2ND FLOOR
<br />BEARING WALL SCHEDULE
<br />HEIGHT STUD SPECIES SPACING
<br />SPF #2
<br />8'-0" 2x4 SYP #2 16" O.C.
<br />SPF #2
<br />9'-0" 2x4 SYP #2 16" O.C.
<br />SPF #2
<br />>9'-0" 2x6 SYP #2 16" O.C.
<br />* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT
<br />CORNERS
<br />WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT
<br />SEE C/S6 WALL SCHEDULE
<br />WINDOW SCHEDULE
<br />R.O. CMU R.O. FRAME
<br />SIZE (Flange) (Fin) TYPE
<br />12 20X26 18JX25i S.H.
<br />13 20X38j 18JX371 S.H.
<br />14 20X50 18 X50 S.H.
<br />15 20 X 63 18 4 X 62 1 S.H.
<br />16 20X72 184X714 S.H.
<br />J 32 271 /4 X 26 26 X 25 S.H.
<br />J 33 27 1/4 X 38 N/A S.H.
<br />} 34 27 j X 50 N/A S.H.
<br />J 33 N/A 26 x 37 S.H.
<br />j 34 N/A 26 x 50 S.H.
<br />J 35 27 4 X 63 26 X 62 112 S.H.
<br />J 36 27 j X 72 26 X 71 1/2 S.H.
<br />22 37 J X 26 36 j X 25 1/2 S.H.
<br />23 37 1 X 38 36 j X 37 3/4 S.H.
<br />24 37 j X 50 j 36 4 X 50 S.H.
<br />25 37 j X 63 36 j X 62 1/2 S.H.
<br />26 37 J X 72 36 j X 71 1/2 S.H.
<br />DOUBLE 2 75" TALL 73 J WIDE S.H.
<br />WIDE
<br />32 54 X 26 52 J X 25 j S.H.
<br />33 54 X 38 lj 52 } X 37 j S.H.
<br />34 54 X 501 52 4 X 50 S.H.
<br />35 54 X 63 524 X 62 j S.H.
<br />36 54 X 72 52 4 X 71 j S.H.
<br />39X59 40 X 59 N/A S.H.
<br />DOUBLE 39X59 79 X 59 N/A S.H.
<br />General notes
<br />R302.5 Dwelling/Garage Opening/Penetration Protection.
<br />• Openings from a private garage directly into a room used for
<br />sleeping purposes shall not be permitted. Door between
<br />garage and residence shall be equipped with solid doors not
<br />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 />• Duct Penetration. Ducts in the garage and ducts penetrating
<br />the walls or ceilings separating the dwelling from the garage
<br />shall be constructed of a minimum No. 26 gage (0.48 mm)
<br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
<br />duct board, or other approved material and shall have no
<br />openings into the garage.
<br />• Other penetrations shall be protected as required by section
<br />R302.11, Item 4.
<br />R302.6 Dwelling/Garage Fire Separation.
<br />The garage shall be separated from the dwelling as per the
<br />following:
<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 1/2" 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 opening of an operable window is
<br />located more than 72 inches above the finished grade or surface
<br />below, the lowest part of the clear opening of the window shall be
<br />a minimum of 24 inches above the finished floor of the room in
<br />which the window is Iocated.Operable sections of windows shall
<br />not permit openings that allow a 4-inch-diameter sphere where
<br />such openings are located within 24 inches of the finished floor.
<br />Chapter 45 Private Swiming Pools, Section R4501.17.1.9
<br />All doors and windows providing direct access from the home to
<br />the pool shall be equipped with an exit alarm complying with UL
<br />2017 that has a minimum sound pressure rating of 85 db a at 10
<br />feet. Any deactivation switch shall be located at least 54 inches
<br />above the threshold of the access. Separate alarms are not
<br />required for each door or window if sensors wired to a central
<br />alarm sound when contact is broken at any opening.
<br />M 1507.2 Recirculation of Air.
<br />Exhaust air form Bathrooms and toilet rooms shall not be
<br />recirculated within a residence or to another dwelling unit and shall
<br />be exhausted directly to the outdoors. Exhaust air from bathrooms
<br />and toilet rooms shall not discharge into an attic, crawl space or
<br />other areas inside the building.
<br />GAS APPLIANCES
<br />G.C. to verify location of gas riser before commencement of work.
<br />see Sht. SN1 for installation detail.
<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 />OPENING PRESSURES
<br />ENCLOSED - EXPOSURE "C"
<br />0 +29.7 / -30.8 © +29.7 / -39.2
<br />© +28.3 / -30.8 OD +28.3 / -36.4
<br />OE +26.6 / -28.0 +26.6 / -32.2
<br />OG SEE SN SHEET OH SEE SN SHEET
<br />40 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 +34.0 / -44.8
<br />WALL LEGEND
<br />!111011111111111
<br />TYP. 2x FRAME WALL
<br />BEARING WALL
<br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING
<br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
<br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR
<br />SYSTEM
<br />AREA TABULATION 1'131"
<br />1ST FLOOR LIVING AREA 1093
<br />2ND FLOOR LIVING AREA 1489
<br />LIVING TOTAL 2582
<br />GARAGE 427
<br />FRONT ENTRY 35
<br />TOTAL AREA 3044
<br />INSULATION REQ.
<br />O° LOCATION R-VALUE / TYPE
<br />EXT CONIC WALL R-4.1 HIGH PERM
<br />M 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 />w (INSTALL BAFFELS AT EAVE)
<br />GARAGE SEPARATION jR-11/R-13 KRAFT FACED
<br />(GARAGE /LIVING)
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<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the 2017 Florida
<br />Building Code - Residential 6th Edition. Engineer's
<br />signature and seal Is only for the structural engineering
<br />portions of the drawing pages bearing Engineer's signature
<br />and seal.
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<br />SCALE : AS NOTED
<br />DATE : 3/16/2018
<br />TECH: MJAMES
<br />VERSION No' 5nO
<br />SHEET NO.
<br />1.1
<br />140C
<br />EXTERIOR 2ND FLOOR
<br />BEARING WALL SCHEDULE
<br />HEIGHT STUD SPECIES SPACING
<br />SPF #2
<br />8'-0" 2x4 SYP #2 16" O.C.
<br />SPF #2
<br />9'-0" 2x4 SYP #2 16" O.C.
<br />SPF #2
<br />>9'-0" 2x6 SYP #2 16" O.C.
<br />* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT
<br />CORNERS
<br />WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT
<br />SEE C/S6 WALL SCHEDULE
<br />WINDOW SCHEDULE
<br />R.O. CMU R.O. FRAME
<br />SIZE (Flange) (Fin) TYPE
<br />12 20X26 18JX25i S.H.
<br />13 20X38j 18JX371 S.H.
<br />14 20X50 18 X50 S.H.
<br />15 20 X 63 18 4 X 62 1 S.H.
<br />16 20X72 184X714 S.H.
<br />J 32 271 /4 X 26 26 X 25 S.H.
<br />J 33 27 1/4 X 38 N/A S.H.
<br />} 34 27 j X 50 N/A S.H.
<br />J 33 N/A 26 x 37 S.H.
<br />j 34 N/A 26 x 50 S.H.
<br />J 35 27 4 X 63 26 X 62 112 S.H.
<br />J 36 27 j X 72 26 X 71 1/2 S.H.
<br />22 37 J X 26 36 j X 25 1/2 S.H.
<br />23 37 1 X 38 36 j X 37 3/4 S.H.
<br />24 37 j X 50 j 36 4 X 50 S.H.
<br />25 37 j X 63 36 j X 62 1/2 S.H.
<br />26 37 J X 72 36 j X 71 1/2 S.H.
<br />DOUBLE 2 75" TALL 73 J WIDE S.H.
<br />WIDE
<br />32 54 X 26 52 J X 25 j S.H.
<br />33 54 X 38 lj 52 } X 37 j S.H.
<br />34 54 X 501 52 4 X 50 S.H.
<br />35 54 X 63 524 X 62 j S.H.
<br />36 54 X 72 52 4 X 71 j S.H.
<br />39X59 40 X 59 N/A S.H.
<br />DOUBLE 39X59 79 X 59 N/A S.H.
<br />General notes
<br />R302.5 Dwelling/Garage Opening/Penetration Protection.
<br />• Openings from a private garage directly into a room used for
<br />sleeping purposes shall not be permitted. Door between
<br />garage and residence shall be equipped with solid doors not
<br />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 />• Duct Penetration. Ducts in the garage and ducts penetrating
<br />the walls or ceilings separating the dwelling from the garage
<br />shall be constructed of a minimum No. 26 gage (0.48 mm)
<br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
<br />duct board, or other approved material and shall have no
<br />openings into the garage.
<br />• Other penetrations shall be protected as required by section
<br />R302.11, Item 4.
<br />R302.6 Dwelling/Garage Fire Separation.
<br />The garage shall be separated from the dwelling as per the
<br />following:
<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 1/2" 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 opening of an operable window is
<br />located more than 72 inches above the finished grade or surface
<br />below, the lowest part of the clear opening of the window shall be
<br />a minimum of 24 inches above the finished floor of the room in
<br />which the window is Iocated.Operable sections of windows shall
<br />not permit openings that allow a 4-inch-diameter sphere where
<br />such openings are located within 24 inches of the finished floor.
<br />Chapter 45 Private Swiming Pools, Section R4501.17.1.9
<br />All doors and windows providing direct access from the home to
<br />the pool shall be equipped with an exit alarm complying with UL
<br />2017 that has a minimum sound pressure rating of 85 db a at 10
<br />feet. Any deactivation switch shall be located at least 54 inches
<br />above the threshold of the access. Separate alarms are not
<br />required for each door or window if sensors wired to a central
<br />alarm sound when contact is broken at any opening.
<br />M 1507.2 Recirculation of Air.
<br />Exhaust air form Bathrooms and toilet rooms shall not be
<br />recirculated within a residence or to another dwelling unit and shall
<br />be exhausted directly to the outdoors. Exhaust air from bathrooms
<br />and toilet rooms shall not discharge into an attic, crawl space or
<br />other areas inside the building.
<br />GAS APPLIANCES
<br />G.C. to verify location of gas riser before commencement of work.
<br />see Sht. SN1 for installation detail.
<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 />OPENING PRESSURES
<br />ENCLOSED - EXPOSURE "C"
<br />0 +29.7 / -30.8 © +29.7 / -39.2
<br />© +28.3 / -30.8 OD +28.3 / -36.4
<br />OE +26.6 / -28.0 +26.6 / -32.2
<br />OG SEE SN SHEET OH SEE SN SHEET
<br />40 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 +34.0 / -44.8
<br />WALL LEGEND
<br />!111011111111111
<br />TYP. 2x FRAME WALL
<br />BEARING WALL
<br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING
<br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
<br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR
<br />SYSTEM
<br />AREA TABULATION 1'131"
<br />1ST FLOOR LIVING AREA 1093
<br />2ND FLOOR LIVING AREA 1489
<br />LIVING TOTAL 2582
<br />GARAGE 427
<br />FRONT ENTRY 35
<br />TOTAL AREA 3044
<br />INSULATION REQ.
<br />O° LOCATION R-VALUE / TYPE
<br />EXT CONIC WALL R-4.1 HIGH PERM
<br />M 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 />w (INSTALL BAFFELS AT EAVE)
<br />GARAGE SEPARATION jR-11/R-13 KRAFT FACED
<br />(GARAGE /LIVING)
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<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the 2017 Florida
<br />Building Code - Residential 6th Edition. Engineer's
<br />signature and seal Is only for the structural engineering
<br />portions of the drawing pages bearing Engineer's signature
<br />and seal.
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<br />TECH: MJAMES
<br />VERSION No' 5nO
<br />SHEET NO.
<br />1.1
<br />* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT
<br />CORNERS
<br />WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT
<br />SEE C/S6 WALL SCHEDULE
<br />WINDOW SCHEDULE
<br />R.O. CMU R.O. FRAME
<br />SIZE (Flange) (Fin) TYPE
<br />12 20X26 18JX25i S.H.
<br />13 20X38j 18JX371 S.H.
<br />14 20X50 18 X50 S.H.
<br />15 20 X 63 18 4 X 62 1 S.H.
<br />16 20X72 184X714 S.H.
<br />J 32 271 /4 X 26 26 X 25 S.H.
<br />J 33 27 1/4 X 38 N/A S.H.
<br />} 34 27 j X 50 N/A S.H.
<br />J 33 N/A 26 x 37 S.H.
<br />j 34 N/A 26 x 50 S.H.
<br />J 35 27 4 X 63 26 X 62 112 S.H.
<br />J 36 27 j X 72 26 X 71 1/2 S.H.
<br />22 37 J X 26 36 j X 25 1/2 S.H.
<br />23 37 1 X 38 36 j X 37 3/4 S.H.
<br />24 37 j X 50 j 36 4 X 50 S.H.
<br />25 37 j X 63 36 j X 62 1/2 S.H.
<br />26 37 J X 72 36 j X 71 1/2 S.H.
<br />DOUBLE 2 75" TALL 73 J WIDE S.H.
<br />WIDE
<br />32 54 X 26 52 J X 25 j S.H.
<br />33 54 X 38 lj 52 } X 37 j S.H.
<br />34 54 X 501 52 4 X 50 S.H.
<br />35 54 X 63 524 X 62 j S.H.
<br />36 54 X 72 52 4 X 71 j S.H.
<br />39X59 40 X 59 N/A S.H.
<br />DOUBLE 39X59 79 X 59 N/A S.H.
<br />General notes
<br />R302.5 Dwelling/Garage Opening/Penetration Protection.
<br />• Openings from a private garage directly into a room used for
<br />sleeping purposes shall not be permitted. Door between
<br />garage and residence shall be equipped with solid doors not
<br />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 />• Duct Penetration. Ducts in the garage and ducts penetrating
<br />the walls or ceilings separating the dwelling from the garage
<br />shall be constructed of a minimum No. 26 gage (0.48 mm)
<br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
<br />duct board, or other approved material and shall have no
<br />openings into the garage.
<br />• Other penetrations shall be protected as required by section
<br />R302.11, Item 4.
<br />R302.6 Dwelling/Garage Fire Separation.
<br />The garage shall be separated from the dwelling as per the
<br />following:
<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 1/2" 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 opening of an operable window is
<br />located more than 72 inches above the finished grade or surface
<br />below, the lowest part of the clear opening of the window shall be
<br />a minimum of 24 inches above the finished floor of the room in
<br />which the window is Iocated.Operable sections of windows shall
<br />not permit openings that allow a 4-inch-diameter sphere where
<br />such openings are located within 24 inches of the finished floor.
<br />Chapter 45 Private Swiming Pools, Section R4501.17.1.9
<br />All doors and windows providing direct access from the home to
<br />the pool shall be equipped with an exit alarm complying with UL
<br />2017 that has a minimum sound pressure rating of 85 db a at 10
<br />feet. Any deactivation switch shall be located at least 54 inches
<br />above the threshold of the access. Separate alarms are not
<br />required for each door or window if sensors wired to a central
<br />alarm sound when contact is broken at any opening.
<br />M 1507.2 Recirculation of Air.
<br />Exhaust air form Bathrooms and toilet rooms shall not be
<br />recirculated within a residence or to another dwelling unit and shall
<br />be exhausted directly to the outdoors. Exhaust air from bathrooms
<br />and toilet rooms shall not discharge into an attic, crawl space or
<br />other areas inside the building.
<br />GAS APPLIANCES
<br />G.C. to verify location of gas riser before commencement of work.
<br />see Sht. SN1 for installation detail.
<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 />OPENING PRESSURES
<br />ENCLOSED - EXPOSURE "C"
<br />0 +29.7 / -30.8 © +29.7 / -39.2
<br />© +28.3 / -30.8 OD +28.3 / -36.4
<br />OE +26.6 / -28.0 +26.6 / -32.2
<br />OG SEE SN SHEET OH SEE SN SHEET
<br />40 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 +34.0 / -44.8
<br />WALL LEGEND
<br />!111011111111111
<br />TYP. 2x FRAME WALL
<br />BEARING WALL
<br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING
<br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
<br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR
<br />SYSTEM
<br />AREA TABULATION 1'131"
<br />1ST FLOOR LIVING AREA 1093
<br />2ND FLOOR LIVING AREA 1489
<br />LIVING TOTAL 2582
<br />GARAGE 427
<br />FRONT ENTRY 35
<br />TOTAL AREA 3044
<br />INSULATION REQ.
<br />O° LOCATION R-VALUE / TYPE
<br />EXT CONIC WALL R-4.1 HIGH PERM
<br />M 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 />w (INSTALL BAFFELS AT EAVE)
<br />GARAGE SEPARATION jR-11/R-13 KRAFT FACED
<br />(GARAGE /LIVING)
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<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the 2017 Florida
<br />Building Code - Residential 6th Edition. Engineer's
<br />signature and seal Is only for the structural engineering
<br />portions of the drawing pages bearing Engineer's signature
<br />and seal.
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<br />TECH: MJAMES
<br />VERSION No' 5nO
<br />SHEET NO.
<br />1.1
<br />General notes
<br />R302.5 Dwelling/Garage Opening/Penetration Protection.
<br />• Openings from a private garage directly into a room used for
<br />sleeping purposes shall not be permitted. Door between
<br />garage and residence shall be equipped with solid doors not
<br />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 />• Duct Penetration. Ducts in the garage and ducts penetrating
<br />the walls or ceilings separating the dwelling from the garage
<br />shall be constructed of a minimum No. 26 gage (0.48 mm)
<br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
<br />duct board, or other approved material and shall have no
<br />openings into the garage.
<br />• Other penetrations shall be protected as required by section
<br />R302.11, Item 4.
<br />R302.6 Dwelling/Garage Fire Separation.
<br />The garage shall be separated from the dwelling as per the
<br />following:
<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 1/2" 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 opening of an operable window is
<br />located more than 72 inches above the finished grade or surface
<br />below, the lowest part of the clear opening of the window shall be
<br />a minimum of 24 inches above the finished floor of the room in
<br />which the window is Iocated.Operable sections of windows shall
<br />not permit openings that allow a 4-inch-diameter sphere where
<br />such openings are located within 24 inches of the finished floor.
<br />Chapter 45 Private Swiming Pools, Section R4501.17.1.9
<br />All doors and windows providing direct access from the home to
<br />the pool shall be equipped with an exit alarm complying with UL
<br />2017 that has a minimum sound pressure rating of 85 db a at 10
<br />feet. Any deactivation switch shall be located at least 54 inches
<br />above the threshold of the access. Separate alarms are not
<br />required for each door or window if sensors wired to a central
<br />alarm sound when contact is broken at any opening.
<br />M 1507.2 Recirculation of Air.
<br />Exhaust air form Bathrooms and toilet rooms shall not be
<br />recirculated within a residence or to another dwelling unit and shall
<br />be exhausted directly to the outdoors. Exhaust air from bathrooms
<br />and toilet rooms shall not discharge into an attic, crawl space or
<br />other areas inside the building.
<br />GAS APPLIANCES
<br />G.C. to verify location of gas riser before commencement of work.
<br />see Sht. SN1 for installation detail.
<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 />OPENING PRESSURES
<br />ENCLOSED - EXPOSURE "C"
<br />0 +29.7 / -30.8 © +29.7 / -39.2
<br />© +28.3 / -30.8 OD +28.3 / -36.4
<br />OE +26.6 / -28.0 +26.6 / -32.2
<br />OG SEE SN SHEET OH SEE SN SHEET
<br />40 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 +34.0 / -44.8
<br />WALL LEGEND
<br />!111011111111111
<br />TYP. 2x FRAME WALL
<br />BEARING WALL
<br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING
<br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
<br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR
<br />SYSTEM
<br />AREA TABULATION 1'131"
<br />1ST FLOOR LIVING AREA 1093
<br />2ND FLOOR LIVING AREA 1489
<br />LIVING TOTAL 2582
<br />GARAGE 427
<br />FRONT ENTRY 35
<br />TOTAL AREA 3044
<br />INSULATION REQ.
<br />O° LOCATION R-VALUE / TYPE
<br />EXT CONIC WALL R-4.1 HIGH PERM
<br />M 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 />w (INSTALL BAFFELS AT EAVE)
<br />GARAGE SEPARATION jR-11/R-13 KRAFT FACED
<br />(GARAGE /LIVING)
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<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the 2017 Florida
<br />Building Code - Residential 6th Edition. Engineer's
<br />signature and seal Is only for the structural engineering
<br />portions of the drawing pages bearing Engineer's signature
<br />and seal.
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<br />SCALE : AS NOTED
<br />DATE : 3/16/2018
<br />TECH: MJAMES
<br />VERSION No' 5nO
<br />SHEET NO.
<br />1.1
<br />WALL LEGEND
<br />!111011111111111
<br />TYP. 2x FRAME WALL
<br />BEARING WALL
<br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING
<br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
<br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR
<br />SYSTEM
<br />AREA TABULATION 1'131"
<br />1ST FLOOR LIVING AREA 1093
<br />2ND FLOOR LIVING AREA 1489
<br />LIVING TOTAL 2582
<br />GARAGE 427
<br />FRONT ENTRY 35
<br />TOTAL AREA 3044
<br />INSULATION REQ.
<br />O° LOCATION R-VALUE / TYPE
<br />EXT CONIC WALL R-4.1 HIGH PERM
<br />M 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 />w (INSTALL BAFFELS AT EAVE)
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<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the 2017 Florida
<br />Building Code - Residential 6th Edition. Engineer's
<br />signature and seal Is only for the structural engineering
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<br />SCALE : AS NOTED
<br />DATE : 3/16/2018
<br />TECH: MJAMES
<br />VERSION No' 5nO
<br />SHEET NO.
<br />1.1
<br />INSULATION REQ.
<br />O° LOCATION R-VALUE / TYPE
<br />EXT CONIC WALL R-4.1 HIGH PERM
<br />M EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED
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<br />within these drawings comply with the 2017 Florida
<br />Building Code - Residential 6th Edition. Engineer's
<br />signature and seal Is only for the structural engineering
<br />portions of the drawing pages bearing Engineer's signature
<br />and seal.
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<br />SCALE : AS NOTED
<br />DATE : 3/16/2018
<br />TECH: MJAMES
<br />VERSION No' 5nO
<br />SHEET NO.
<br />1.1
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<br />within these drawings comply with the 2017 Florida
<br />Building Code - Residential 6th Edition. Engineer's
<br />signature and seal Is only for the structural engineering
<br />portions of the drawing pages bearing Engineer's signature
<br />and seal.
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<br />SCALE : AS NOTED
<br />DATE : 3/16/2018
<br />TECH: MJAMES
<br />VERSION No' 5nO
<br />SHEET NO.
<br />1.1
<br />
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