|
1 f`
<br />r
<br />Ili li��;l
<br />TOWEL BAR
<br />„
<br />II li
<br />ill�i l
<br />MIRROR
<br />OWNER'S BATHROOM
<br />SCALE: 3/8" =1'-0"
<br />MIRROR
<br />N
<br />TOWEL BAR
<br />i'
<br />o
<br />4
<br />60
<br />o
<br />O
<br />Qj �l
<br />LQ
<br />UJ
<br />(2) 2x8 w/ 1/2"
<br />FLITCH HEADER -
<br />SLOPE CEILING TO
<br />MATCH STAIR RISE
<br />F. FL.
<br />he
<br />BATHROOM 2
<br />SCALE: 3/8" = V-0"
<br />c`7
<br />FILLED CELL LEGEND
<br />CONT. FILLED CELL FROM FOUNDATION TO 2ND
<br />FLOOR
<br />® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO
<br />LINTEL)
<br />® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO
<br />BOND BEAM)
<br />WINDOW SCHEDULE
<br />R.O. CMU R.O. FRAME
<br />SIZE (Flange) (Fin) TYPE
<br />12 20X26 18JX254 S.H.
<br />13 20X38J 184X37i S.H.
<br />14 20 X 50 � 18 Z X 50 S.H.
<br />15 20X63 184X624 S.H.
<br />16 20X72 184X714 S.H.
<br />1 H2 27 1/4 X 26 26 X 25 S.H.
<br />1H3 271/4X38 26x37i S.H.
<br />1 H4 27 J X 50 26 x 50 S.H.
<br />1 H5 27 J X 63 26 X 62 112 S.H.
<br />1H6 27}X72 26X711/2 S.H.
<br />22 37 J X 26 36 } X 25 1/2 S.H.
<br />23 37 4 X 38 36 4 X 37 3/4 S.H.
<br />24 37 J X 50 J 36 z X 50 S.H.
<br />25 37JX63 36}X621/2 S.H.
<br />26 37JX72 36}X711/2 S.H.
<br />DOUBLE 2 WIDE 75" TALL 73 JWIDE S.H.
<br />32 54 X 26 52 4 X 25 Z S.H.
<br />33 54 X 38'J 52 } X 37 J S.H.
<br />34 54 X 501 52 J X 50 S.H.
<br />35 54 X 63 52 } X 62 } S.H.
<br />36 54 X 72 52 J 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 />STAIR DATA:
<br />18 RISERS @ 7.153"
<br />42" KNEE WALL 17 TREADS @ 10"
<br />WITH 1x8 CAP & TOTAL RISE = 10'-8 3/4" DRYWALL
<br />CASING (AT 2nd TOTAL RUN = 14'-2"
<br />FLOOR ONLY) i� 3/4" PLYWOOD 1 1/2" MIN. CLEARANCE
<br />i� DECKING
<br />i
<br />i
<br />i
<br />i
<br />i
<br />---Z-/-------------- F__
<br />17 ;� 11/4"TO2"DIA
<br />?3 16
<br />i� HANDRAIL NO
<br />i 15 R` LESS THAN 34"
<br />14p NOR MORE
<br />i 13 THAN 38" ABV.
<br />CONT. 12 ��`P TREAD NOSING
<br />HAND RAIL 11
<br />1 METAL
<br />9 j q HANDRAIL
<br />rn BRACKET
<br />7I L
<br />6 0� _ BLOCKING AS
<br />r� �_2x
<br />isREQUIRED
<br />4 STRINGERS
<br />3
<br />F.FL. HANDRAIL DETAIL
<br />- �:
<br />F. FL_�_ 1 -
<br />2x4 #2 SYP. P.T. THRUST 14' 2" SCALE: 3" =1'-0"
<br />BLOCK W/(2)-1/4"x 3112"
<br />TAPCONS @ 16"o.c. AND
<br />"`°" EA. END.
<br />J TYP. STAIR SECTION
<br />SCALE: 1/4" = 1'-0"
<br />HEADER SCHEDULE
<br />STAIR DATA:
<br />18 RISERS @ 7.153"
<br />42" KNEE WALL 17 TREADS @ 10"
<br />WITH 1x8 CAP & TOTAL RISE = 10'-8 3/4" DRYWALL
<br />CASING (AT 2nd TOTAL RUN = 14'-2"
<br />FLOOR ONLY) i� 3/4" PLYWOOD 1 1/2" MIN. CLEARANCE
<br />i� DECKING
<br />i
<br />i
<br />i
<br />i
<br />i
<br />---Z-/-------------- F__
<br />17 ;� 11/4"TO2"DIA
<br />?3 16
<br />i� HANDRAIL NO
<br />i 15 R` LESS THAN 34"
<br />14p NOR MORE
<br />i 13 THAN 38" ABV.
<br />CONT. 12 ��`P TREAD NOSING
<br />HAND RAIL 11
<br />1 METAL
<br />9 j q HANDRAIL
<br />rn BRACKET
<br />7I L
<br />6 0� _ BLOCKING AS
<br />r� �_2x
<br />isREQUIRED
<br />4 STRINGERS
<br />3
<br />F.FL. HANDRAIL DETAIL
<br />- �:
<br />F. FL_�_ 1 -
<br />2x4 #2 SYP. P.T. THRUST 14' 2" SCALE: 3" =1'-0"
<br />BLOCK W/(2)-1/4"x 3112"
<br />TAPCONS @ 16"o.c. AND
<br />"`°" EA. END.
<br />J TYP. STAIR SECTION
<br />SCALE: 1/4" = 1'-0"
<br />HEADER SCHEDULE
<br />MARK
<br />HEADER SIZE
<br />REMARKS
<br />H1
<br />(2) - 2X6 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H2
<br />(2) - 2X8 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H3
<br />(2) - 2X10 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H4
<br />(2) - 2X12 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />H5
<br />(2) - 1 3/4" X 11 1/4 LVL
<br />2.0E Fb=2950
<br />H6
<br />(2) - 1 3/4" X 9 1/4"
<br />LVL 2.0E Fb=2950
<br />H7
<br />(2) - 1 3/4" X 16"
<br />LVL 2.0E Fb=2950
<br />e
<br />(2) - 1 3/4" X 7 1/4"
<br />LVL 2.0E Fb=2950
<br />(2) - 2X4 #2 SYP W/ 1/2"
<br />Follow Q/S4. See Plan for
<br />RAG
<br />FLITCH PLATE
<br />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 />Stair and Ralllna General Notes
<br />Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312
<br />and R302.7.
<br />Riser height:
<br />The riser height shall be not more than 7314 inches. The riser shall be measured vertically between leading
<br />edges of the adjacent treads. The greatest user height within any flight of stairs shall not exceed the smallest by
<br />more than 3/8 Inch.
<br />Tread depth:
<br />The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
<br />vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
<br />greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
<br />Winders:
<br />Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
<br />foremost projection of adjacent treads at the intersections with the watkline. Winder treads shall have a tread
<br />depth of not less then 8 Inches at any point within the dear width of the stair.
<br />Nosings:
<br />Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than
<br />9/16 inch or a bevel not exceeding % inch. A nosing projectlon not less than 3/4 Inch and not more than 11/4
<br />inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing
<br />projection by more than 3/8 inch within a stairway.
<br />Handralls:
<br />Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
<br />risers. Handrail height measured vertically from the eloped plane adjoining the tread nosing, or finish surface of
<br />ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
<br />continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly
<br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
<br />terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the
<br />handrails.
<br />Grip -size:
<br />Handrails with a circular cross section shall have an Outside diameter of not less than 11/4 inches and not greater
<br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
<br />Guards:
<br />Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings,
<br />that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches
<br />horizontally to the edge of the open side. Required guards at open -sided walking surfaces, Including stairs,
<br />porches, balconies or landings, shall be not less than 38 inches in height as measured vertically above the
<br />adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have
<br />openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in
<br />diameter.
<br />Under -stair protection:
<br />Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and
<br />any soffits protected on the enclosed side with 1/2-Inch gypsum board.
<br />;0
<br />in
<br />18'-4"
<br />T-8" 13'-4" 1'4°
<br />lot
<br />VERIFY
<br />AC PAD LOCATION OF
<br />A/C PAD
<br />HB
<br />an■
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<br />A.F.F. ;-
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<br />2x6 WALL
<br />4'-4"
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<br />EDGE OF SLAB
<br />W.H.
<br />N
<br />BEYOND WALL
<br />*NO UPLIFT*
<br />Q
<br />BUILDER TO
<br />PROVI DE
<br />APPLIANCE
<br />PROTECTION
<br />WHEN
<br />REQUIRED PER
<br />FBC
<br />1-CAR GARAGE
<br />9'-4" FLAT CLG.
<br />CONCRETE
<br />0
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<br />■
<br />r- - - - - - - - - - - - - - - --
<br />I I
<br />I I
<br />I I
<br />LINE F 2nd STRY. ABV. I ■ -
<br />r -. -
<br />I * NOTE** I
<br />BLK. WALLS ARE 8'-8"
<br />TALL FO "A" UNIT 5'-8"
<br />FROM FRONT OF
<br />ARAGE
<br />K
<br />I OGARAGE S4 I HB
<br />8'x7'- ARAGE DOOR
<br />FLRG. LINE
<br />FOYER
<br />9'-4" FLAT CLG.
<br />TILE
<br />I-
<br />T.O.M.
<br />7'-0"
<br />3068 O
<br />ENTRY
<br />9'-4" CLG. A.F.F
<br />CONCRETE
<br />22
<br />�60
<br />18'-8"
<br />T.O.M. T.O.M. 18'-4"
<br />ol
<br />1 ST FLOOR PLAN - UNIT-B 1516
<br />RFV 10 1 20 CAR
<br />EXTERIOR 2ND FLOOR
<br />BEARING WALL SCHEDULE
<br />HEIGHT
<br />STUD
<br />SPECIES
<br />SPACING
<br />SPF #2
<br />8'-0"
<br />2x4
<br />SYP #2
<br />16" O.C.
<br />SPF #2
<br />9'-0"
<br />2x4
<br />SYP #2
<br />16" O.C.
<br />SPF #2
<br />>9'-0"
<br />2x6
<br />SYP #2
<br />16" O.C.
<br />* WHEN THE TOP OF WALL IS GREATER THAN 9' 0", THEN AT
<br />EACH EXTERIOR CORNER WITHIN
<br />STUDS WILL BE DOUBLE STUDS @
<br />@ 12" O.C.*
<br />THIS IS ONLY USED WITH PLASTER
<br />FINISH
<br />" WALL SHEATHING 15/32" EXPOSU
<br />REFER TO SHEATHING SCHEDULE
<br />W01
<br />D1
<br />TYP.
<br />i0
<br />SCALE: Y4"=V-0"
<br />00
<br />Y
<br />tD
<br />r0
<br />in I-
<br />0
<br />co
<br />THE 4'-0" END ZONE, THE '
<br />16" O.C. OR SINGLE STUDS
<br />OR STUCCO EXTERIOR 3'-0" 12'-0" 3' 4"
<br />RE 1 OR EQUIVALENT. 2'-8" 3'-10" 5'-0" 3'-10" 3'-0"
<br />FOR ATTACHMENTS- Q� OB
<br />MOD 25 SH MOD 25 SH
<br />( 39" x 59") ( 39" x 59" )
<br />EGRESS EGRESS
<br />OWNER'S
<br />BEDROOM
<br />8'-0" FLAT CLG.
<br />CARPET
<br />(V
<br />c0 00
<br />17'-8"
<br />T-0" 4'-4" 6'-4"
<br />R&S M.C.
<br />PW01 r---------- 22"x36"
<br />ATTIC O. ATH
<br />D 1 fj /f♦ / I\ 8'-0" LAT CLG. 0
<br />�/ �/ ACCESS C RPET
<br />IT TYP. '-0" FLAT C4 r- 0
<br />I CARPETI cw N
<br />I
<br />L----------
<br />R&S
<br />5 2868
<br />6 PW01
<br />00 7 D 1 00
<br />8 7, CIO
<br />TYP. v
<br />AH cO
<br />" 36"
<br />10 S OWER P
<br />to 11 R/A LO
<br />3'-8" 3,4" 4'-4" 1 1
<br />II DWI
<br />J
<br />> 13
<br />14 w 14
<br />II W
<br />60 15 1 CL ^ co0o I co
<br />16 1 o � LOFT
<br />3 ; `°
<br />I 0<
<br />17 1 1 8'-0 FLAT CLG.
<br />18 UP IICARPET
<br />O 7' A.F.
<br />1/2 WALL17 11
<br />o
<br />CAPPED ba
<br />CV
<br />9'-6" -4" a
<br />266 �
<br />s� TH G. O
<br />O
<br />0" LAT CLG.
<br />C RPET
<br />M.C.
<br />WIC
<br />('y �' re3 8'-0" FLAT CLG.
<br />O � CARPET I
<br />BEDROOMod
<br />2
<br />8'-0" FLAT CLG. " ---- -----J
<br />CARPETcs
<br />R&S
<br />n
<br />fQD
<br />in
<br />O� MOD 25 SH
<br />B ( 39" x 59" )
<br />■ - a,
<br />EGRESS
<br />T-10" 3'-10" T-8"
<br />7'-4" 4'-0"
<br />o0
<br />1 V-4" T-0" op
<br />1
<br />18'-4" op
<br />2nd FLOOR PLAN - UNIT-B 1516
<br />SCALE: Y4"=V-0"
<br />OPENING PRESSURES
<br />ENCLOSED-EXPOSURE"C"
<br />+29.7 / -32.2 © +29.7 / -39.7
<br />© +28.3 / -30.8 OD +28.3 / -37.0
<br />�E +26.6 / -29.1 �F +26.6 / -33.5
<br />GO SEE SN SHEET �H 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 +29.7 / -39.7
<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 Tab;e 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 112" 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 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 and toilet 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 fir. per FBCR G2408.2. Except where
<br />appliances that are listed as flammable vapor ignition resistant.
<br />WALL LEGEND
<br />2-STORY MASONRY WALL w/
<br />BOND BEAM HGT. AT 10'-8"
<br />TOP AT 18'-8"
<br />MASONRY HGT. @ 9'-4" A.F.F.
<br />MASONRY HGT. @ 8'-8" A.F.F.
<br />MASONRY PARTY WALL
<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 UPLIFT
<br />CONNECTORS TO FLOOR SYSTEM
<br />AREA TABULATION
<br />1ST FLOOR 664 S.F.
<br />2ND FLOOR 849 S.F.
<br />TOTAL 1513 S.F.
<br />GARAGE 246 S.F.
<br />LANAI 108 S.F.
<br />ENTRY 98 S.F.
<br />TOTAL SQ. FT. 1965 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)
<br />OG.C. TO COORDINATE PLUMBING TO AVOID
<br />CONFLICT WITH STRUCTURAL WD. COL.
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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 Flonda Building Code -
<br />Residentiel 7th Edition. Engineer's 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 : 22-08433-08426
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />4
<br />2nd FLOOR PLAN - UNIT-B 1516
<br />SCALE: Y4"=V-0"
<br />OPENING PRESSURES
<br />ENCLOSED-EXPOSURE"C"
<br />+29.7 / -32.2 © +29.7 / -39.7
<br />© +28.3 / -30.8 OD +28.3 / -37.0
<br />�E +26.6 / -29.1 �F +26.6 / -33.5
<br />GO SEE SN SHEET �H 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 +29.7 / -39.7
<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 Tab;e 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 112" 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 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 and toilet 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 fir. per FBCR G2408.2. Except where
<br />appliances that are listed as flammable vapor ignition resistant.
<br />WALL LEGEND
<br />2-STORY MASONRY WALL w/
<br />BOND BEAM HGT. AT 10'-8"
<br />TOP AT 18'-8"
<br />MASONRY HGT. @ 9'-4" A.F.F.
<br />MASONRY HGT. @ 8'-8" A.F.F.
<br />MASONRY PARTY WALL
<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 UPLIFT
<br />CONNECTORS TO FLOOR SYSTEM
<br />AREA TABULATION
<br />1ST FLOOR 664 S.F.
<br />2ND FLOOR 849 S.F.
<br />TOTAL 1513 S.F.
<br />GARAGE 246 S.F.
<br />LANAI 108 S.F.
<br />ENTRY 98 S.F.
<br />TOTAL SQ. FT. 1965 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)
<br />OG.C. TO COORDINATE PLUMBING TO AVOID
<br />CONFLICT WITH STRUCTURAL WD. COL.
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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 Flonda Building Code -
<br />Residentiel 7th Edition. Engineer's 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 : 22-08433-08426
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />4
<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 Tab;e 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 112" 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 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 and toilet 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 fir. per FBCR G2408.2. Except where
<br />appliances that are listed as flammable vapor ignition resistant.
<br />WALL LEGEND
<br />2-STORY MASONRY WALL w/
<br />BOND BEAM HGT. AT 10'-8"
<br />TOP AT 18'-8"
<br />MASONRY HGT. @ 9'-4" A.F.F.
<br />MASONRY HGT. @ 8'-8" A.F.F.
<br />MASONRY PARTY WALL
<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 UPLIFT
<br />CONNECTORS TO FLOOR SYSTEM
<br />AREA TABULATION
<br />1ST FLOOR 664 S.F.
<br />2ND FLOOR 849 S.F.
<br />TOTAL 1513 S.F.
<br />GARAGE 246 S.F.
<br />LANAI 108 S.F.
<br />ENTRY 98 S.F.
<br />TOTAL SQ. FT. 1965 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)
<br />OG.C. TO COORDINATE PLUMBING TO AVOID
<br />CONFLICT WITH STRUCTURAL WD. COL.
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<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Flonda Building Code -
<br />Residentiel 7th Edition. Engineer's 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 : 22-08433-08426
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />4
<br />
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