|
to
<br />(2) 2x8 w/ 1/2"
<br />FLITCH HEADER -
<br />SLOPE CEILING TO
<br />MATCH STAIR RISE
<br />F. FL.
<br />OWNER'S BATHROOM
<br />SCALE: 318" =V-0"
<br />0
<br />80
<br />BATHROOM 2
<br />SCALE: 3/8" = 1'-0"
<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 />SIZE
<br />R.O. CMU
<br />(Flange)
<br />R.O. FRAME
<br />(Fin)
<br />TYPE
<br />12
<br />20X26
<br />18JX25J
<br />S.H.
<br />13
<br />20 X 38 J
<br />18 J X 37 J
<br />S.H.
<br />14
<br />20 X 50 J
<br />18 4 X 50
<br />S.H.
<br />15
<br />20 X 63
<br />18 7' X 62 �
<br />S.H.
<br />16
<br />20X72
<br />18JX71J
<br />S.H.
<br />1 H2
<br />27 1/4 X 26
<br />26 X 25 #
<br />S.H.
<br />1H3
<br />271/4X38J
<br />26x37
<br />S.H.
<br />1 H4
<br />27 J X 501
<br />26 x 50
<br />S.H.
<br />1 H5
<br />27 4 X 63
<br />26 X 62 1/2
<br />S.H.
<br />1H6
<br />27JX72
<br />26X711/2
<br />S.H.
<br />22
<br />37 JJ X 26
<br />36 J X 25 1/2
<br />S.H.
<br />23
<br />37 J X 38 J
<br />36 4 X 37 3/4
<br />S.H.
<br />24
<br />37 Jq X 50 J
<br />36 J X 50
<br />S.H.
<br />25
<br />37 J X 63
<br />36 J X 62 1/2
<br />S.H.
<br />26
<br />37 JX 72
<br />36 JX 71 1/2
<br />S.H.
<br />DOUBLE 2 WIDE
<br />75" TALL
<br />73 4 WIDE
<br />S.H.
<br />32
<br />54 X 26
<br />52 J X 25 g
<br />S.H.
<br />33
<br />54 X 38 a
<br />52 4 X 37 J
<br />S.H.
<br />34
<br />54 X 50 s
<br />52 4 X 50
<br />S.H.
<br />35
<br />54 X 63
<br />52 J X 62 1
<br />S.H.
<br />36
<br />54 X 72
<br />52 J X 71
<br />S.H.
<br />39X59
<br />40 X 59
<br />N/A
<br />S.H.
<br />DOUBLE 39X59
<br />79 X 59
<br />N/A
<br />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"
<br />CASING (AT 2nd TOTAL RUN=14'-2"
<br />FLOOR ONLY) i� (' 3/4" PLYWOOD
<br />i� I DECKING
<br />i
<br />i
<br />i
<br />i
<br />i
<br />i
<br />i
<br />--f----------------
<br />� 1
<br />i
<br />� 1
<br />� 167
<br />i
<br />15
<br />i� 14
<br />i� 13
<br />CONT. 12
<br />HAND RAIL 11
<br />10
<br />5
<br />8
<br />2x STRINGERS
<br />F. FL. LJ1 -
<br />'2xx4- #2 SYP. P,T. THRUST 14'-2
<br />BLOCK W/(2)-1/4"x 31/2"
<br />TAPCONS @ 16"o,c. AND
<br />3" FROM EA. END. TYP. STAIR S
<br />SCALE: 1/4 1'-0"
<br />ECTION
<br />HEADER SCHEDULE
<br />MARK
<br />HEADER SIZE
<br />REMARKS
<br />H 1
<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 />H8
<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 />F. FL.
<br />DRYWALL
<br />1 1/2" MIN, CLEARANCE
<br />1 1/4" TO 2" DIA
<br />HANDRAIL NO
<br />LESS THAN 34"
<br />NOR MORE
<br />THAN 38" ABV.
<br />TREAD NOSING
<br />METAL
<br />HANDRAIL
<br />BRACKET
<br />BLOCKING AS
<br />REQUIRED
<br />F� HANDRAIL DETAIL
<br />Stair and Railing 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 73/4 inches. The riser shall be measured vertically between leading
<br />edges of the adjacent treads. The greatest riser 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 then 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 walkline. Winder treads shall have a tread
<br />depth of not less than 6 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 projection not less than 3/4 inch and not more than 1114
<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 />Handraits:
<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 sloped plane adjoining the tread nosing, or finish surface of
<br />ram sloe shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
<br />P P, e I Y
<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 36 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 />Endosed 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 12-inch gypsum boa
<br />1.
<br />9.
<br />D1
<br />TYP.
<br />18'-4"
<br />VERIFY
<br />AC PAD LOCATION OF
<br />A/C PAD
<br />HB
<br />-------------------------
<br />OUTDOOR LIVING
<br />9'-4" CLG. A.F.F.
<br />CONCRETE
<br />9) 6068
<br />5-SH
<br />I
<br />I
<br />REF 2468 BF
<br />3'-2"
<br />I
<br />o
<br />O
<br />I
<br />3
<br />OBb1z
<br />z
<br />KITCHEN
<br />9'-4" FLAT CLG.
<br />TILE
<br />SINKw/
<br />DISPOSAL DM
<br />I----�
<br />aol
<br />I I I
<br />(
<br />L-_-J
<br />iO L-16" CNTR. AT 42"
<br />1/2 WALL A.F.F.
<br />CAPPED
<br />11,1
<br />UPS00 ;
<br />a N
<br />GREAT ROOM
<br />9'4' FLAT CLG.
<br />CARPET
<br />GG
<br />S3
<br />DINING
<br />9'4' FLAT CLG.
<br />TILE
<br />FLRG. LINE
<br />v
<br />60
<br />14f)r.
<br />RFV in 1 gn r'.AR
<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 />2x6
<br />SYP #2
<br />16" O.C.
<br />* WHEN THE TOP OF WALL IS GREATER THAN V-0", THEN AT
<br />EACH EXTERIOR CORNER WITHIN
<br />STUDS WILL BE DOUBLE STUDS @ 1
<br />@ 12" O.C.*
<br />THIS IS ONLY USED WITH PLASTER
<br />FINISH
<br />** WALL SHEATHING 15132" EXPOSU
<br />REFER TO SHEATHING SCHEDULE
<br />R
<br />00
<br />CD
<br />W01
<br />D1
<br />TYP.
<br />80
<br />rn
<br />co
<br />2x6 WALL
<br />0
<br />4'-4" 2'-8"
<br />6'-8"
<br />0
<br />2
<br />*NO UPLIFT*
<br />_ - _
<br />In
<br />0o
<br />-
<br />Q
<br />co
<br />S4
<br />CD
<br />co
<br />w
<br />J
<br />00
<br />00
<br />H1 - FLRG. LINE
<br />- TILE
<br />CV
<br />I
<br />� I co
<br />CD
<br />V
<br />U-
<br />Ih
<br />06
<br />al N
<br />FOYER
<br />2868
<br />.1
<br />9'-4" FLAT CLG.2 o0
<br />v
<br />�D
<br />00
<br />TILE oo
<br />EDGE OF SLAB 2" -
<br />d
<br />�D
<br />W.H. `y
<br />BEYOND WALL ` 9'-4"
<br />�' T.O.M.
<br />O
<br />7'-0"
<br />2'-6"
<br />BUILDER TO
<br />3068
<br />PROVIDE
<br />APPLIANCE
<br />PROTECTION
<br />-0" -0" V-8"
<br />WHEN
<br />REQUIRED PER
<br />4'-8" 2'-0"
<br />FBC
<br />10 ENTRY
<br />`�
<br />1-CAR
<br />GARAGE 9'-4" CLG. A.F.F.
<br />9'-4"
<br />FLAT CLG. CONCRETE
<br />CONCRETE
<br />b
<br />H a>
<br />_
<br />-
<br />CS
<br />o
<br />N
<br />-�
<br />O 9
<br />60
<br />--
<br />0,
<br />O 50
<br />rn
<br />t - - - - - - -
<br />---------1 M in
<br />in00
<br />r
<br />I
<br />I
<br />g=
<br />I
<br />I ��
<br />LINE
<br />F 2nd STRY. ABV. I - ~ T
<br />-
<br />- -i
<br />I *
<br />NOTE**
<br />1 BLK. WALLS
<br />ARE 8%8" I (j as
<br />o
<br />TALL FOR"A"
<br />UNIT 5'-8" I F °O
<br />CD
<br />FRO
<br />FRONT OF o _
<br />C
<br />I
<br />ARAGE I _1
<br />K
<br />-
<br />ARA S4 I HB
<br />d
<br />'
<br />CV
<br />8'x7'
<br />ARAGE DOOR
<br />STONE
<br />1'-8"
<br />8'-0" V-8" VENEER
<br />11'-4" 7,_0"
<br />8'-8"
<br />18'-8"
<br />T.O.M.
<br />T.O.M,
<br />1F-4"
<br />1ST
<br />FLOOR
<br />PLAN - UNIT-B 1516
<br />SCALE:)/4'=1'-0"
<br />F_
<br />THE 4'-0" END ZONE, THE I "-'
<br />6" O.C. OR SINGLE STUDS
<br />3'-0" 12'-0" 3'-4" 01
<br />OR STUCCO EXTERIOR
<br />RE 1 OR EQUIVALENT. I 2'-8" 3'-10" 5'-0" 3'-10" 3'-0"
<br />fOR ATTACHMENTS** I O
<br />MOD 25 SH MOD 25 SH
<br />( 39" x 59") ( 39" x 59" )
<br />I.I.
<br />EGRESS EGRESS
<br />fb
<br />OWNER'S
<br />BEDROOM
<br />8'-0" FLAT CLG. ,
<br />CARPET
<br />CV
<br />co cQ
<br />tD 1 T-8" ED
<br />7'-0" 4'4' 64"
<br />R&S - M.C.
<br />r------
<br />PW01 ( 22"x36" 0 .13ATH O
<br />D1 I �'+�-- __ ATTIC 8' -0" LAT CLG.
<br />W I LJ \ ACCESS C RPET
<br />TYP. ml ' U) '4FLAT C��. � coo NNCARPETI I
<br />1/ rn
<br />L _V_ J
<br />I
<br />L- - - - - - - - - -
<br />R&S
<br />14
<br />5 2 2868 O
<br />PW01
<br />6 D1 _ E0
<br />co 7 TYP. 00 `o
<br />� 8 00 `r 7' iD �t
<br />to
<br />fD �
<br />9 :AH�JN " 36"
<br />�r 10 S OWER P
<br />to 11 I I R/A
<br />3'-4" 4'-4" '-1 1
<br />13 I I DWI
<br />14 1 I w
<br />w
<br />I 10
<br />jII o-"
<br />bTN1-cb 15 Q "
<br />� o
<br />FY I eo
<br />`° o16 o
<br />UQ LOFT
<br />8'-0' FLAT.
<br />N
<br />T18 UP CARPET
<br />LJ TO 7'A.F.
<br />1/2 WALL
<br />CAPPED V-10" " o
<br />(D , zl� (D
<br />266T -
<br />�6�8 TH G. O
<br />'-0" LATCLG. \�
<br />C RPET
<br />M.C.
<br />WIC
<br />CV rL��� 8'-0" FLAT CLG.
<br />O CARPET ( _
<br />z Ica
<br />I IY
<br />BEDROOM 2
<br />8'-0" FLAT CLG. R&S
<br />CARPET
<br />G.T.
<br />cnl<r
<br />r -
<br />9
<br />i:r7 in
<br />®MOD 25 SH --
<br />(39"x59")
<br />Ilk
<br />EGRESS
<br />3'-10" 3'-10" 3'-8" 01
<br />7'-4" 4'-0"
<br />00
<br />"''00 11'4' e 7-0"
<br />18'-4"
<br />2nd FLOOR PLAN - UNIT-13 1516
<br />SCALE: Y4'=1'-0"
<br />OPENING PRESSURES
<br />ENCLOSED-EXPOSURE"C"
<br />+29.7 / -32.2 ( +29.7 / -39.7
<br />Q +28.3 / -30.8 OD +28.3 / -37.0
<br />�E +26.6 / -29.1 OF +26.6 / -33.5
<br />0
<br />O&SEESN 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 1 +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 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 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 x4 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 JR-11/R-13 KRAFT FACED
<br />(GARAGE / LIVING)
<br />OG.C. TO COORDINATE PLUMBING TO AVOID
<br />CONFLICT WITH STRUCTURAL WD. COL.
<br />c�
<br />� ow
<br />C3 $�
<br />C cur
<br />V cMv
<br />C= cc
<br />cc
<br />m: E
<br />R_.
<br />a rx,•- a
<br />C E
<br />�Q
<br />a v'.
<br />Lo ,
<br />`.
<br />,,,?�i1i1111f6pf�P `,.
<br />,k ?$? D ► Y 4YJ'
<br />.74
<br />" •' Olt
<br />4 •..•••.•• •�
<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 />Residehtial 7th Edition, Engineer's signature and seat is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
<br />W d E
<br />mm
<br />Loa o rot 8
<br />N
<br />U _
<br />0ocoo
<br />a�
<br />fit co V
<br />4 = -, � w
<br />0 __J a
<br />13 w
<br />Z rmG =o 5 o W 3 ronm o
<br />ILW� I o. m uj
<br />Z0
<br />IL 3 N Z Q
<br />Nco
<br />Z o6Uu)
<br />o
<br />W 110
<br />o g
<br />Z :S soft
<br />N
<br />z o �
<br />U)
<br />J -
<br />r_
<br />M
<br />Q) CD a
<br />U W �FE
<br />c
<br />Jco
<br />OWo
<br />N w
<br />U
<br />c
<br />r - E
<br />ago Lu g
<br />U o �
<br />¢ o
<br />o w
<br />CID
<br />z Z Z
<br />o
<br />55--
<br />wo
<br />E E Ui Z ®
<br />® w"
<br />c o 0o
<br />Z X U
<br />a� o�
<br />O az Ww
<br />N
<br />M z o
<br />ZY zz
<br />N gm aw
<br />zm
<br />Zz
<br />c?<o go
<br />W a < yw
<br />?r Kg =F
<br />�-z =�
<br />i� Jz 9r
<br />o < < }'o
<br />CD w
<br />a
<br />cr zla o 3
<br />c
<br />•D T
<br />N
<br />(T
<br />r c6 E � N
<br />T
<br />Lam( c O
<br />O
<br />M
<br />O
<br />m U- CD
<br />00
<br />N N Lo
<br />co
<br />Q iN r �l
<br />00 co 00 r r
<br />m w M s- o
<br />W _ N z
<br />c E O ai c
<br />@cc
<br />v c
<br />d U 0 Q p
<br />JOB NO: 22-11681-11674
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />4
<br />2nd FLOOR PLAN - UNIT-13 1516
<br />SCALE: Y4'=1'-0"
<br />OPENING PRESSURES
<br />ENCLOSED-EXPOSURE"C"
<br />+29.7 / -32.2 ( +29.7 / -39.7
<br />Q +28.3 / -30.8 OD +28.3 / -37.0
<br />�E +26.6 / -29.1 OF +26.6 / -33.5
<br />0
<br />O&SEESN 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 1 +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 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 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 x4 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 JR-11/R-13 KRAFT FACED
<br />(GARAGE / LIVING)
<br />OG.C. TO COORDINATE PLUMBING TO AVOID
<br />CONFLICT WITH STRUCTURAL WD. COL.
<br />c�
<br />� ow
<br />C3 $�
<br />C cur
<br />V cMv
<br />C= cc
<br />cc
<br />m: E
<br />R_.
<br />a rx,•- a
<br />C E
<br />�Q
<br />a v'.
<br />Lo ,
<br />`.
<br />,,,?�i1i1111f6pf�P `,.
<br />,k ?$? D ► Y 4YJ'
<br />.74
<br />" •' Olt
<br />4 •..•••.•• •�
<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 />Residehtial 7th Edition, Engineer's signature and seat is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
<br />W d E
<br />mm
<br />Loa o rot 8
<br />N
<br />U _
<br />0ocoo
<br />a�
<br />fit co V
<br />4 = -, � w
<br />0 __J a
<br />13 w
<br />Z rmG =o 5 o W 3 ronm o
<br />ILW� I o. m uj
<br />Z0
<br />IL 3 N Z Q
<br />Nco
<br />Z o6Uu)
<br />o
<br />W 110
<br />o g
<br />Z :S soft
<br />N
<br />z o �
<br />U)
<br />J -
<br />r_
<br />M
<br />Q) CD a
<br />U W �FE
<br />c
<br />Jco
<br />OWo
<br />N w
<br />U
<br />c
<br />r - E
<br />ago Lu g
<br />U o �
<br />¢ o
<br />o w
<br />CID
<br />z Z Z
<br />o
<br />55--
<br />wo
<br />E E Ui Z ®
<br />® w"
<br />c o 0o
<br />Z X U
<br />a� o�
<br />O az Ww
<br />N
<br />M z o
<br />ZY zz
<br />N gm aw
<br />zm
<br />Zz
<br />c?<o go
<br />W a < yw
<br />?r Kg =F
<br />�-z =�
<br />i� Jz 9r
<br />o < < }'o
<br />CD w
<br />a
<br />cr zla o 3
<br />c
<br />•D T
<br />N
<br />(T
<br />r c6 E � N
<br />T
<br />Lam( c O
<br />O
<br />M
<br />O
<br />m U- CD
<br />00
<br />N N Lo
<br />co
<br />Q iN r �l
<br />00 co 00 r r
<br />m w M s- o
<br />W _ N z
<br />c E O ai c
<br />@cc
<br />v c
<br />d U 0 Q p
<br />JOB NO: 22-11681-11674
<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 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 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 x4 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 JR-11/R-13 KRAFT FACED
<br />(GARAGE / LIVING)
<br />OG.C. TO COORDINATE PLUMBING TO AVOID
<br />CONFLICT WITH STRUCTURAL WD. COL.
<br />c�
<br />� ow
<br />C3 $�
<br />C cur
<br />V cMv
<br />C= cc
<br />cc
<br />m: E
<br />R_.
<br />a rx,•- a
<br />C E
<br />�Q
<br />a v'.
<br />Lo ,
<br />`.
<br />,,,?�i1i1111f6pf�P `,.
<br />,k ?$? D ► Y 4YJ'
<br />.74
<br />" •' Olt
<br />4 •..•••.•• •�
<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 />Residehtial 7th Edition, Engineer's signature and seat is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
<br />W d E
<br />mm
<br />Loa o rot 8
<br />N
<br />U _
<br />0ocoo
<br />a�
<br />fit co V
<br />4 = -, � w
<br />0 __J a
<br />13 w
<br />Z rmG =o 5 o W 3 ronm o
<br />ILW� I o. m uj
<br />Z0
<br />IL 3 N Z Q
<br />Nco
<br />Z o6Uu)
<br />o
<br />W 110
<br />o g
<br />Z :S soft
<br />N
<br />z o �
<br />U)
<br />J -
<br />r_
<br />M
<br />Q) CD a
<br />U W �FE
<br />c
<br />Jco
<br />OWo
<br />N w
<br />U
<br />c
<br />r - E
<br />ago Lu g
<br />U o �
<br />¢ o
<br />o w
<br />CID
<br />z Z Z
<br />o
<br />55--
<br />wo
<br />E E Ui Z ®
<br />® w"
<br />c o 0o
<br />Z X U
<br />a� o�
<br />O az Ww
<br />N
<br />M z o
<br />ZY zz
<br />N gm aw
<br />zm
<br />Zz
<br />c?<o go
<br />W a < yw
<br />?r Kg =F
<br />�-z =�
<br />i� Jz 9r
<br />o < < }'o
<br />CD w
<br />a
<br />cr zla o 3
<br />c
<br />•D T
<br />N
<br />(T
<br />r c6 E � N
<br />T
<br />Lam( c O
<br />O
<br />M
<br />O
<br />m U- CD
<br />00
<br />N N Lo
<br />co
<br />Q iN r �l
<br />00 co 00 r r
<br />m w M s- o
<br />W _ N z
<br />c E O ai c
<br />@cc
<br />v c
<br />d U 0 Q p
<br />JOB NO: 22-11681-11674
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />4
<br />
|