|
111I1 H I t I I II J11
<br />(2) 2x8 w/ 1/2"
<br />FLITCH HEADER -
<br />SLOPE CEILING TO
<br />MATCH STAIR RISE
<br />F. FL.
<br />v
<br />iT
<br />�-!. FL. LJ
<br />2x4 #2 SYP. P.T. THRUST
<br />BLOCK W/(2)-1/4"x 3 1/2"
<br />TAPCONS @ 16"o.c. AND
<br />3" FROM EA. END.
<br />OWNER'S BATHROOM
<br />SCALE: 3/8" =V-0"
<br />0
<br />F-
<br />BATHROOM 2
<br />SCALE: 3/8" = V-0"
<br />i
<br />i
<br />CONT.
<br />HAND RAIL-
<br />i1
<br />42" KNEE WALL
<br />WITH 1x8 CAP &
<br />CASING (AT 2nd
<br />FLOOR ONLY) -
<br />CV
<br />M
<br />0
<br />co
<br />0
<br />60
<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 20 X 38 J 18 2'X 371 S.H.
<br />14 20X50J 181X50 S.H.
<br />15 20X63 18JX624 S.H.
<br />16 20X72 184X714 S.H.
<br />1 H2 27 1/4 X 26 26 X 25 J S.H.
<br />1H3 271/4X388 26x371 S.H.
<br />1 H4 27 J X 50 J 26 x 50 S.H.
<br />1H5 274X63 26X621/2 S.H.
<br />1H6 27JX72 26X711/2 S.H.
<br />22 37JX26 361X251/2 S.H.
<br />23 37 4 X 38 36 J X 37 3/4 S.H.
<br />24 37JX50J 36JX50 S.H.
<br />25 37JX63 36JX621/2 S.H.
<br />26 37JX72 364X711/2 S.H.
<br />DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H.
<br />32 54 X 26 5217 X 251 S.H.
<br />33 54 X 38 J 52 } X 37 J S.H.
<br />34 54 X 50 J 52 J X 50 S.H.
<br />35 54 X 63 52 J X 62 } S.H.
<br />36 54 X 72 52 21X 711 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 />17 TREADS @ 10"
<br />TOTAL RISE = 10'-8 3/4"
<br />TOTAL RUN = 14'-2"
<br />i 3/4" PLYWOOD
<br />i� O DECKING
<br />i
<br />i
<br />i
<br />i
<br />i
<br />i
<br />F. FL.
<br />--�----------------
<br />18 Mla
<br />17
<br />-�
<br />� 16 �
<br />15
<br />14 O�
<br />13
<br />12
<br />1(n� I 11
<br />9
<br />8 Cr)
<br />�--2x STRINGERS
<br />O I
<br />TYP. STAIR SECTION_
<br />HEADER SCHEDULE
<br />STAIR DATA:
<br />18 RISERS @ 7.153"
<br />17 TREADS @ 10"
<br />TOTAL RISE = 10'-8 3/4"
<br />TOTAL RUN = 14'-2"
<br />i 3/4" PLYWOOD
<br />i� O DECKING
<br />i
<br />i
<br />i
<br />i
<br />i
<br />i
<br />F. FL.
<br />--�----------------
<br />18 Mla
<br />17
<br />-�
<br />� 16 �
<br />15
<br />14 O�
<br />13
<br />12
<br />1(n� I 11
<br />9
<br />8 Cr)
<br />�--2x STRINGERS
<br />O I
<br />TYP. STAIR SECTION_
<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 />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 />DRYWALL
<br />1 1/2" MIN. CLEARANCE
<br />O
<br />i 1 1/4" TO 2" DIA
<br />X �/ 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 />SCALE: 3" =1'4'
<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 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 walkline. Winder treads shall have a tread
<br />depth of not less than 6 inches at any point within the clear width of the stair.
<br />Nosings:
<br />Nosing 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 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 />Handrails:
<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 />ramp slope, shall be not less than 34 inches and not more than 36 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 1114 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 />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 />c
<br />-r
<br />0
<br />in
<br />00
<br />AV-
<br />00
<br />co
<br />P
<br />a0
<br />CD
<br />0
<br />r;
<br />to
<br />00
<br />0
<br />Z0
<br />CS
<br />LO
<br />Av
<br />C0
<br />18'-4"
<br />T-8"
<br />VERIFY
<br />AC PAD LOCATION OF
<br />A/C PAD
<br />HB
<br />13'-4"
<br />1ST FLOOR PLAN - UNIT-B 1516
<br />SCALE: Y"=V-0"
<br />14017'
<br />RFV in 1 gn CAR
<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 />2x6 SYP #2 16" O.C.
<br />OF WALL IS GREATER THAN 9'-0", THEN AT
<br />CORNER WITHIN
<br />RUBLE STUDS @ 1
<br />) WITH PLASTER
<br />IG 15/32" EXPOSU
<br />ZING SCHEDULE
<br />THE 4'-0" END ZONE, THE
<br />6" O.C. OR SINGLE STUDS
<br />3'-0" 00 12'-0" -4 3'"
<br />OR STUCCO EXTERIOR
<br />RE 1 OR EQUIVALENT. 2'-8" T-10" 5'-0" T-10" T-0"
<br />FOR ATTACHMENTS" A
<br />MOD 25 SH MOD 25 SH
<br />( 39" x 59") ( 39" x 59" )
<br />■ ■
<br />EGRESS EGRESS
<br />00
<br />OWNER'S
<br />BEDROOM
<br />8'-0" FLAT CLG. ;�
<br />CARPET
<br />CV
<br />o0
<br />ED 17-8" zo
<br />T-0" 4'-4" 64"
<br />R&S M.C.
<br />PW01 i - - - - - - 22"x36" O. ATH O
<br />D1 I _ _ ATTIC 8'-0" LATCLG.
<br />I W i � ACCESS CARPET
<br />TYP. ca '_0" FLAT C(O. `� 00
<br />00
<br />II CARPETI 04
<br />/ 01
<br />I
<br />�----- ---
<br />R&S
<br />5 2868 O PW01
<br />6 D 1 60
<br />00 7 I co
<br />8 00 7' TYP.
<br />9 AH N `h
<br />" 36"
<br />10 SF OWER P
<br />to 11 RI A
<br />3'-8" 3,4„ 4'4" -1 LO
<br />LL
<br />13 --I
<br />w
<br />14 w `°
<br />I to w
<br />o0 15 0- Q W 00
<br />16 ' � 0 Q L FT N o�
<br />17 8'-0' FLAT CLG.
<br />18 UP IICARPET
<br />u
<br />1/2 WALL 0
<br />CAPPED ba -
<br />CV
<br />9'-6" 1'-10" '4' a
<br />Q
<br />�0 7�a
<br />266
<br />TH 2 O
<br />.0" LAT CLG.
<br />C RPET
<br />M.PF
<br />C.
<br />WIC
<br />N r16 8'4" FLAT CLG.
<br />0 � CARPET I
<br />IU
<br />zo I�
<br />BEDROOM 2
<br />8'-0" FLAT CLG. " ---- -----J
<br />R&S
<br />CARPET
<br />- G.T. ■
<br />1 00
<br />EO
<br />Ln in
<br />©MOD 25 SH
<br />(39"x59")
<br />EGRESS
<br />3'-10" T-10" 3'-8"
<br />7'4" 4'-0"
<br />0010
<br />1 V-4" 7'-0"
<br />18'-4"
<br />2nd FLOOR PLAN - UNIT-B 1516
<br />SCALE: Y4'=V-0"
<br />OPENING PRESSURES
<br />ENCLOSED-EXPOSURE"C"
<br />OA +29.7 / -32.2 © +29.7 / -39.7
<br />© +28.3 / -30.8 OD +28.3 / -37.0
<br />OE +26.6 / -29.1 OF +26.6 / -33.5
<br />0 SEE SN SHEET OH 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. Ed. 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. Ed. or equivalent.
<br />• Garages Located Less Than 3 Feet From Dwelling On The
<br />Same Lot - Not Less than 1/2" Gyp. Ed. 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 flr. 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 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.
<br />N
<br />N
<br />o®
<br />a
<br />d�
<br />0 ac o
<br />C R U N
<br />rn cc c
<br />N t
<br />N "C O f0
<br />N 7G
<br />d
<br />d
<br />•�o�a
<br />d J 3 fC
<br />In
<br />d d
<br />J
<br />= ab ra r
<br />av o
<br />0- J
<br />0
<br />•'. `.`, .:. rare/!ar
<br />vd + V
<br />;�..
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 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.
<br />M U
<br />cE N N fT
<br />Qc7 N r
<br />0cc
<br />00
<br />V%
<br />�cov 25 # �
<br />a C _I 2 U.
<br />CotLLL S5 � a
<br />a �c
<br />-. Z m c
<br />o aWE 7 (V Y
<br />W N�pjO� m w '�•`.'3 Z '00
<br />� co Z Q J
<br />r: N M 0
<br />O U
<br />i . Z U N
<br />W ❑ a
<br />o g
<br />O ON
<br />z o �
<br />Q
<br />2 N
<br />a V)
<br />z
<br />dJ U' 0
<br />C�
<br />w
<br />U
<br />0
<br />�v!
<br />:D C11-
<br />N N-,
<br />U
<br />w
<br />, g
<br />U 'o ai a
<br />Q OD 0
<br />N O f
<br />r�
<br />co
<br />CM ¢ z
<br />M z z
<br />LL- Zo >�
<br />Q � of <o
<br />z0
<br />E Zoa
<br />nl E. UO
<br />Z F_ - 0 O
<br />CL ¢
<br />E . Oa=
<br />�
<br />O E ao
<br />o03 woww
<br />i <z mp
<br />no
<br />Z �Q O¢
<br />z
<br />N� <w
<br />v) J a ° z
<br />aNi 3 a go
<br />W wLL a
<br />Q 3 �w
<br />NLLw = 0
<br />Oza 3 3
<br />¢ 'o
<br />Illlllllllll� J
<br />o w
<br />o a 1
<br />C l
<br />c
<br />2f
<br />U)
<br />>�
<br />N
<br />I- C0
<br />T E VJ
<br />cfl
<br />CD
<br />T
<br />T � CD
<br />a- Y
<br />Its? 0 00
<br />T m O
<br />O
<br />Oo E
<br />CD CD ��
<br />O LO Cn
<br />LO
<br />C9 M 00 r
<br />N .T 00 O
<br />E c Z
<br />ccZ E 0 of
<br />E N `m
<br />E c
<br />a U � Q p �
<br />JOB NO: 22-09500-09493
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />4
<br />OF WALL IS GREATER THAN 9'-0", THEN AT
<br />CORNER WITHIN
<br />RUBLE STUDS @ 1
<br />) WITH PLASTER
<br />IG 15/32" EXPOSU
<br />ZING SCHEDULE
<br />THE 4'-0" END ZONE, THE
<br />6" O.C. OR SINGLE STUDS
<br />3'-0" 00 12'-0" -4 3'"
<br />OR STUCCO EXTERIOR
<br />RE 1 OR EQUIVALENT. 2'-8" T-10" 5'-0" T-10" T-0"
<br />FOR ATTACHMENTS" A
<br />MOD 25 SH MOD 25 SH
<br />( 39" x 59") ( 39" x 59" )
<br />■ ■
<br />EGRESS EGRESS
<br />00
<br />OWNER'S
<br />BEDROOM
<br />8'-0" FLAT CLG. ;�
<br />CARPET
<br />CV
<br />o0
<br />ED 17-8" zo
<br />T-0" 4'-4" 64"
<br />R&S M.C.
<br />PW01 i - - - - - - 22"x36" O. ATH O
<br />D1 I _ _ ATTIC 8'-0" LATCLG.
<br />I W i � ACCESS CARPET
<br />TYP. ca '_0" FLAT C(O. `� 00
<br />00
<br />II CARPETI 04
<br />/ 01
<br />I
<br />�----- ---
<br />R&S
<br />5 2868 O PW01
<br />6 D 1 60
<br />00 7 I co
<br />8 00 7' TYP.
<br />9 AH N `h
<br />" 36"
<br />10 SF OWER P
<br />to 11 RI A
<br />3'-8" 3,4„ 4'4" -1 LO
<br />LL
<br />13 --I
<br />w
<br />14 w `°
<br />I to w
<br />o0 15 0- Q W 00
<br />16 ' � 0 Q L FT N o�
<br />17 8'-0' FLAT CLG.
<br />18 UP IICARPET
<br />u
<br />1/2 WALL 0
<br />CAPPED ba -
<br />CV
<br />9'-6" 1'-10" '4' a
<br />Q
<br />�0 7�a
<br />266
<br />TH 2 O
<br />.0" LAT CLG.
<br />C RPET
<br />M.PF
<br />C.
<br />WIC
<br />N r16 8'4" FLAT CLG.
<br />0 � CARPET I
<br />IU
<br />zo I�
<br />BEDROOM 2
<br />8'-0" FLAT CLG. " ---- -----J
<br />R&S
<br />CARPET
<br />- G.T. ■
<br />1 00
<br />EO
<br />Ln in
<br />©MOD 25 SH
<br />(39"x59")
<br />EGRESS
<br />3'-10" T-10" 3'-8"
<br />7'4" 4'-0"
<br />0010
<br />1 V-4" 7'-0"
<br />18'-4"
<br />2nd FLOOR PLAN - UNIT-B 1516
<br />SCALE: Y4'=V-0"
<br />OPENING PRESSURES
<br />ENCLOSED-EXPOSURE"C"
<br />OA +29.7 / -32.2 © +29.7 / -39.7
<br />© +28.3 / -30.8 OD +28.3 / -37.0
<br />OE +26.6 / -29.1 OF +26.6 / -33.5
<br />0 SEE SN SHEET OH 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. Ed. 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. Ed. or equivalent.
<br />• Garages Located Less Than 3 Feet From Dwelling On The
<br />Same Lot - Not Less than 1/2" Gyp. Ed. 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 flr. 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 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.
<br />N
<br />N
<br />o®
<br />a
<br />d�
<br />0 ac o
<br />C R U N
<br />rn cc c
<br />N t
<br />N "C O f0
<br />N 7G
<br />d
<br />d
<br />•�o�a
<br />d J 3 fC
<br />In
<br />d d
<br />J
<br />= ab ra r
<br />av o
<br />0- J
<br />0
<br />•'. `.`, .:. rare/!ar
<br />vd + V
<br />;�..
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 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.
<br />M U
<br />cE N N fT
<br />Qc7 N r
<br />0cc
<br />00
<br />V%
<br />�cov 25 # �
<br />a C _I 2 U.
<br />CotLLL S5 � a
<br />a �c
<br />-. Z m c
<br />o aWE 7 (V Y
<br />W N�pjO� m w '�•`.'3 Z '00
<br />� co Z Q J
<br />r: N M 0
<br />O U
<br />i . Z U N
<br />W ❑ a
<br />o g
<br />O ON
<br />z o �
<br />Q
<br />2 N
<br />a V)
<br />z
<br />dJ U' 0
<br />C�
<br />w
<br />U
<br />0
<br />�v!
<br />:D C11-
<br />N N-,
<br />U
<br />w
<br />, g
<br />U 'o ai a
<br />Q OD 0
<br />N O f
<br />r�
<br />co
<br />CM ¢ z
<br />M z z
<br />LL- Zo >�
<br />Q � of <o
<br />z0
<br />E Zoa
<br />nl E. UO
<br />Z F_ - 0 O
<br />CL ¢
<br />E . Oa=
<br />�
<br />O E ao
<br />o03 woww
<br />i <z mp
<br />no
<br />Z �Q O¢
<br />z
<br />N� <w
<br />v) J a ° z
<br />aNi 3 a go
<br />W wLL a
<br />Q 3 �w
<br />NLLw = 0
<br />Oza 3 3
<br />¢ 'o
<br />Illlllllllll� J
<br />o w
<br />o a 1
<br />C l
<br />c
<br />2f
<br />U)
<br />>�
<br />N
<br />I- C0
<br />T E VJ
<br />cfl
<br />CD
<br />T
<br />T � CD
<br />a- Y
<br />Its? 0 00
<br />T m O
<br />O
<br />Oo E
<br />CD CD ��
<br />O LO Cn
<br />LO
<br />C9 M 00 r
<br />N .T 00 O
<br />E c Z
<br />ccZ E 0 of
<br />E N `m
<br />E c
<br />a U � Q p �
<br />JOB NO: 22-09500-09493
<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 />OA +29.7 / -32.2 © +29.7 / -39.7
<br />© +28.3 / -30.8 OD +28.3 / -37.0
<br />OE +26.6 / -29.1 OF +26.6 / -33.5
<br />0 SEE SN SHEET OH 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. Ed. 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. Ed. or equivalent.
<br />• Garages Located Less Than 3 Feet From Dwelling On The
<br />Same Lot - Not Less than 1/2" Gyp. Ed. 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 flr. 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 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.
<br />N
<br />N
<br />o®
<br />a
<br />d�
<br />0 ac o
<br />C R U N
<br />rn cc c
<br />N t
<br />N "C O f0
<br />N 7G
<br />d
<br />d
<br />•�o�a
<br />d J 3 fC
<br />In
<br />d d
<br />J
<br />= ab ra r
<br />av o
<br />0- J
<br />0
<br />•'. `.`, .:. rare/!ar
<br />vd + V
<br />;�..
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 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.
<br />M U
<br />cE N N fT
<br />Qc7 N r
<br />0cc
<br />00
<br />V%
<br />�cov 25 # �
<br />a C _I 2 U.
<br />CotLLL S5 � a
<br />a �c
<br />-. Z m c
<br />o aWE 7 (V Y
<br />W N�pjO� m w '�•`.'3 Z '00
<br />� co Z Q J
<br />r: N M 0
<br />O U
<br />i . Z U N
<br />W ❑ a
<br />o g
<br />O ON
<br />z o �
<br />Q
<br />2 N
<br />a V)
<br />z
<br />dJ U' 0
<br />C�
<br />w
<br />U
<br />0
<br />�v!
<br />:D C11-
<br />N N-,
<br />U
<br />w
<br />, g
<br />U 'o ai a
<br />Q OD 0
<br />N O f
<br />r�
<br />co
<br />CM ¢ z
<br />M z z
<br />LL- Zo >�
<br />Q � of <o
<br />z0
<br />E Zoa
<br />nl E. UO
<br />Z F_ - 0 O
<br />CL ¢
<br />E . Oa=
<br />�
<br />O E ao
<br />o03 woww
<br />i <z mp
<br />no
<br />Z �Q O¢
<br />z
<br />N� <w
<br />v) J a ° z
<br />aNi 3 a go
<br />W wLL a
<br />Q 3 �w
<br />NLLw = 0
<br />Oza 3 3
<br />¢ 'o
<br />Illlllllllll� J
<br />o w
<br />o a 1
<br />C l
<br />c
<br />2f
<br />U)
<br />>�
<br />N
<br />I- C0
<br />T E VJ
<br />cfl
<br />CD
<br />T
<br />T � CD
<br />a- Y
<br />Its? 0 00
<br />T m O
<br />O
<br />Oo E
<br />CD CD ��
<br />O LO Cn
<br />LO
<br />C9 M 00 r
<br />N .T 00 O
<br />E c Z
<br />ccZ E 0 of
<br />E N `m
<br />E c
<br />a U � Q p �
<br />JOB NO: 22-09500-09493
<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. Ed. 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. Ed. or equivalent.
<br />• Garages Located Less Than 3 Feet From Dwelling On The
<br />Same Lot - Not Less than 1/2" Gyp. Ed. 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 flr. 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 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.
<br />N
<br />N
<br />o®
<br />a
<br />d�
<br />0 ac o
<br />C R U N
<br />rn cc c
<br />N t
<br />N "C O f0
<br />N 7G
<br />d
<br />d
<br />•�o�a
<br />d J 3 fC
<br />In
<br />d d
<br />J
<br />= ab ra r
<br />av o
<br />0- J
<br />0
<br />•'. `.`, .:. rare/!ar
<br />vd + V
<br />;�..
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 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.
<br />M U
<br />cE N N fT
<br />Qc7 N r
<br />0cc
<br />00
<br />V%
<br />�cov 25 # �
<br />a C _I 2 U.
<br />CotLLL S5 � a
<br />a �c
<br />-. Z m c
<br />o aWE 7 (V Y
<br />W N�pjO� m w '�•`.'3 Z '00
<br />� co Z Q J
<br />r: N M 0
<br />O U
<br />i . Z U N
<br />W ❑ a
<br />o g
<br />O ON
<br />z o �
<br />Q
<br />2 N
<br />a V)
<br />z
<br />dJ U' 0
<br />C�
<br />w
<br />U
<br />0
<br />�v!
<br />:D C11-
<br />N N-,
<br />U
<br />w
<br />, g
<br />U 'o ai a
<br />Q OD 0
<br />N O f
<br />r�
<br />co
<br />CM ¢ z
<br />M z z
<br />LL- Zo >�
<br />Q � of <o
<br />z0
<br />E Zoa
<br />nl E. UO
<br />Z F_ - 0 O
<br />CL ¢
<br />E . Oa=
<br />�
<br />O E ao
<br />o03 woww
<br />i <z mp
<br />no
<br />Z �Q O¢
<br />z
<br />N� <w
<br />v) J a ° z
<br />aNi 3 a go
<br />W wLL a
<br />Q 3 �w
<br />NLLw = 0
<br />Oza 3 3
<br />¢ 'o
<br />Illlllllllll� J
<br />o w
<br />o a 1
<br />C l
<br />c
<br />2f
<br />U)
<br />>�
<br />N
<br />I- C0
<br />T E VJ
<br />cfl
<br />CD
<br />T
<br />T � CD
<br />a- Y
<br />Its? 0 00
<br />T m O
<br />O
<br />Oo E
<br />CD CD ��
<br />O LO Cn
<br />LO
<br />C9 M 00 r
<br />N .T 00 O
<br />E c Z
<br />ccZ E 0 of
<br />E N `m
<br />E c
<br />a U � Q p �
<br />JOB NO: 22-09500-09493
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />4
<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.
<br />N
<br />N
<br />o®
<br />a
<br />d�
<br />0 ac o
<br />C R U N
<br />rn cc c
<br />N t
<br />N "C O f0
<br />N 7G
<br />d
<br />d
<br />•�o�a
<br />d J 3 fC
<br />In
<br />d d
<br />J
<br />= ab ra r
<br />av o
<br />0- J
<br />0
<br />•'. `.`, .:. rare/!ar
<br />vd + V
<br />;�..
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 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.
<br />M U
<br />cE N N fT
<br />Qc7 N r
<br />0cc
<br />00
<br />V%
<br />�cov 25 # �
<br />a C _I 2 U.
<br />CotLLL S5 � a
<br />a �c
<br />-. Z m c
<br />o aWE 7 (V Y
<br />W N�pjO� m w '�•`.'3 Z '00
<br />� co Z Q J
<br />r: N M 0
<br />O U
<br />i . Z U N
<br />W ❑ a
<br />o g
<br />O ON
<br />z o �
<br />Q
<br />2 N
<br />a V)
<br />z
<br />dJ U' 0
<br />C�
<br />w
<br />U
<br />0
<br />�v!
<br />:D C11-
<br />N N-,
<br />U
<br />w
<br />, g
<br />U 'o ai a
<br />Q OD 0
<br />N O f
<br />r�
<br />co
<br />CM ¢ z
<br />M z z
<br />LL- Zo >�
<br />Q � of <o
<br />z0
<br />E Zoa
<br />nl E. UO
<br />Z F_ - 0 O
<br />CL ¢
<br />E . Oa=
<br />�
<br />O E ao
<br />o03 woww
<br />i <z mp
<br />no
<br />Z �Q O¢
<br />z
<br />N� <w
<br />v) J a ° z
<br />aNi 3 a go
<br />W wLL a
<br />Q 3 �w
<br />NLLw = 0
<br />Oza 3 3
<br />¢ 'o
<br />Illlllllllll� J
<br />o w
<br />o a 1
<br />C l
<br />c
<br />2f
<br />U)
<br />>�
<br />N
<br />I- C0
<br />T E VJ
<br />cfl
<br />CD
<br />T
<br />T � CD
<br />a- Y
<br />Its? 0 00
<br />T m O
<br />O
<br />Oo E
<br />CD CD ��
<br />O LO Cn
<br />LO
<br />C9 M 00 r
<br />N .T 00 O
<br />E c Z
<br />ccZ E 0 of
<br />E N `m
<br />E c
<br />a U � Q p �
<br />JOB NO: 22-09500-09493
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />4
<br />
|