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<br />40 SYMMETRICAL
<br />(1787)
<br />13'-8" L 64"
<br />201-011
<br />(1787)
<br />2nd FL
<br />OOR PLAN
<br />INSULATION
<br />REQUIREMENTS
<br />WALL LEGEND
<br />8'-8" TOP OF MASONRY WALL
<br />(GARAGE)
<br />LOCATION
<br />R-VALUE / TYPE
<br />EXT CONC WALL
<br />R-4.1 HIGH PERM
<br />EXT FRAME 2 x 4
<br />R-11/R-13 KRAFT FACED
<br />9'-4" TOP OF MASONRY WALL
<br />EXT FRAME 2 x 6
<br />R-19 KRAFT FACED
<br />CONDITIONED CEILING
<br />R-30 BLOWN -IN
<br />(INSTALL BAFFELS AT EAVE)
<br />18'-8" TOP OF MASONRY WALL
<br />GARAGE SEPARATION
<br />R-11/R-13 KRAFT FACED
<br />-2HOUR FIRE RATED SEPARATION
<br />WALL
<br />44" TOP OF MASONRY WALL
<br />TO
<br />WINDOW SCHEDULE
<br />BOTTOM SI EHAFT OF DECK NGBOVE
<br />SIZE
<br />R.O. CMU R.O. FRAME
<br />-2HOUR FIRE RATED SEPARATION
<br />(Flange) (Fin) TYPE
<br />WALL
<br />12
<br />20 X 26 18 } x 25 } S.H.
<br />-18'-8" TOP OF MASONRY WALL, W/
<br />SHAFT LINER ABOVE TO BOTTOM
<br />13
<br />20 X 38 j 18 4 X 37 j S.H.
<br />SIDE OF DECKING
<br />14
<br />20X501 184X50 S.H.
<br />r= j -2HOUR FIRE RATED SEPARATION
<br />15
<br />20 X 63 18 J X 62 j S.H.
<br />WALL
<br />-20'-0" TOP OF WALL, W/
<br />16
<br />20x72 18}x71ASONRY
<br />S.H.s•H.
<br />SHAFT LINER ABOVE TO BOTTOM
<br />1112
<br />27 114 X 26 26 X 25 j S.H.
<br />SIDE OF DECKING
<br />1H3
<br />271/a x 3a 2s x 371 S.H.
<br />TYP. INTERIOR WALL
<br />1 H4
<br />27 j X 50 j 26 x 50 S.H.
<br />1H5
<br />27 j X 63 26 X 62 1/2 S.H.
<br />BEARING WALL
<br />1116
<br />27jX72
<br />26X711/2
<br />S.H.
<br />22
<br />37 J X 26
<br />36 } X 251 /2
<br />S.H.
<br />23
<br />37 X 38
<br />36 j X 37 3/4
<br />S.H.
<br />24
<br />37 X 50
<br />36 j X 50
<br />S.H.
<br />25
<br />37 J X 63
<br />36 } X 62 112
<br />S.H.
<br />26
<br />37jX72
<br />36jX711/2
<br />S.H.
<br />DOUBLE 2 WIDE
<br />75" TALL
<br />73 J WIDE
<br />S.H.
<br />32
<br />54 X 26
<br />52 J X 25 }
<br />S.H.
<br />33
<br />54 X 38 j
<br />52 J X 371
<br />S.H.
<br />34
<br />54 X 501
<br />52 j X 50
<br />S.H.
<br />35
<br />54 X 63
<br />52 j X 62 J
<br />S.H.
<br />36 54X72 52tX71
<br />39X59 40 X 59 N/A
<br />DOUBLE 39X59 79 X 59 N/A
<br />AREA TABULATION (1666)
<br />1ST FLOOR LIVING AREA
<br />2ND FLOOR LIVING AREA
<br />LIVING TOTAL
<br />GARAGE
<br />FRONT ENTRY
<br />LANAI
<br />TOTAL AREA
<br />AREA TABULATION (1787)
<br />1ST FLOOR LIVING AREA
<br />2ND FLOOR LIVING AREA
<br />LIVING TOTAL
<br />GARAGE
<br />FRONT ENTRY
<br />LANAI
<br />TOTAL AREA
<br />FILLED CELL LEGEND
<br />CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM
<br />® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL)
<br />® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM)
<br />OPENING PRESSURES
<br />ENCLOSED - EXPOSURE "C"
<br />OA
<br />+29.7 / -32.2
<br />©
<br />+29.7 / -39.7
<br />©
<br />+28.3 / -30.8
<br />�D
<br />+28.3 / -37.0
<br />OE
<br />+26.6 / -29.1
<br />�F
<br />+26.6 / -33.5
<br />OG
<br />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
<br />1 +29.7 / -39.7
<br />S.H.
<br />S.H. HEADER SCHEDULE
<br />S.H. MARK HEADER SIZE REMARKS
<br />H 1
<br />FLITCH PLATE
<br />674
<br />992 H2 (2) - 2X8 #2 SYP W/ 1/2"
<br />1666 FLITCH PLATE
<br />H3 (2) - 2X10 #2 SYP W/ 1/2"
<br />264 FLITCH PLATE
<br />98 H4SYP W/ 1/2"
<br />120 FLITCH PLATE
<br />2148
<br />H5 (2) -1 3/4" X 11 1/4 LVL
<br />2.0E Fb=2950
<br />759 (2)- 1 3/4" X 9 1/4"
<br />1028 H6 LVL 2.0E Fb=2950
<br />1787
<br />(2) - 1 3/4" X 16"
<br />7
<br />265 LVL 2.0E Fb=2950
<br />12 (2)- 1 3/4" X 7 1/4"
<br />67 H8 LVL 2.oE Fb=2950
<br />2131 Follow Q/S4. See Plan for
<br />RAG (2) " 2X4 #2 SYP W/ 1/2"
<br />FLITCH PLATE Bearing Wall Call Out When
<br />Straps are Required
<br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
<br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
<br />REQUIRED STUDS
<br />General notes
<br />1. R302.6 (Table 302.6) If water based ceiling texture material is used,
<br />Provide Yz' gypsum board for 16" O.C. Framing, or 5/8" gypsum
<br />board for 24" o.C. Framing. Note Y2" sag -resistant gypsum board
<br />may be used I.L.O.Of 5/8" gypsum. 5/8" type "X" gypsum board
<br />must be installed on garage ceiling beneath habitable room(s).
<br />2. R302.5.2 Duct Penetration. Ducts in the garage and ducts
<br />penetrating the walls or ceilings separating the
<br />dwelling from the garage shall be constructed of a minimum No. 26
<br />gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class
<br />0 or classl duct
<br />board, or other approved material and shall have no openings into
<br />the garage.
<br />3. R302.5.1 Door from garage into house must be a minimum 1 3/8"
<br />solid wood door, solid or honeycomb steel door, or 20 minute fire
<br />rated door.
<br />4. R302.7 Any accessible space under a stairway shall be protected
<br />with Yz" gypsum
<br />board.
<br />5. All doors and windows providing direct access from the home to the
<br />pool shall be equipped with an exit alarm complying with UL 2017
<br />that has a minimum sound pressure rating of 85 db a at 10 feet. The
<br />exit alarm shall produce a continuous audible warning
<br />when the door or window are opened.
<br />6. Bathroom exhaust fans must vent to the exterior of the building,
<br />exhaust to attic space and soffits is not
<br />acceptable.
<br />7. R302.6 The garage shall be separated from the residence and it's
<br />attic by not less than 1/2-inch(12.7mm) gypsum board applied to the
<br />garage side. Garage beneath rooms shall be separated from all
<br />habitable
<br />rooms above by not less than 5/8 inch (15.9mm) type X gypsum
<br />board or equivalent. Where the separation is a floor -ceiling
<br />assembly, the structure supporting the separation shall also
<br />protected by not less than 1/2 inch (12.7mm) gypsum board or
<br />equivalent.
<br />8. R612.2 Window sills In dwelling units, where the opening of an
<br />operable window is located more than 72 inches (1829 mm) above
<br />the finished grade or surface below, the lowest part of the clear
<br />opening of the window shall be a minimum of 24 inches (610 mm)
<br />above the finished floor of the room in which the window is located.
<br />Glazing between the floor and 24 inches (610 mm) shall be fixed or
<br />have openings through which a 4-inch-diameter (102 mm) sphere
<br />cannot pass
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and spedfications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only forthe
<br />structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB
<br />NO: 22-08381-08378
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />6
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