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11 <br />R <br />c� <br />.1 1 <br />. 201 011 201-011 ' - 201-011 - 201-011 1 <br />4' <br />16'-4" <br />■NW <br />TYP. <br />� <br />(1787) (1666) (1666) (1787) <br />5'-0" <br />I <br />c� <br />0 <br />' <br />W.I.C. <br />8'-0" CLG. <br />I <br />CARPET <br />2nd FLOOR PLAN <br />SCALE: Ya"=V-0" <br />INSULATION REQUIREMENTS <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 />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />I R-11/R-13 KRAFT FACED <br />WALL LEGEND <br />8'-8" TOP OF MASONRY WALL <br />(GARAGE) <br />9'-4" TOP OF MASONRY WALL <br />18'-8" TOP OF MASONRY WALL <br />18'-8" TOP OF MASONRY WALL <br />2ND FLOOR ONLY. NO FIRST <br />FLOOR BELOW. <br />WINDOW SCHEDULE <br />-2HOUR FIRE RATED SEPARATION <br />WALL <br />R.O. CMU R.O. FRAME <br />-9'-4" TOP OF MASONRY WALL <br />SIZE <br />(Flange) (Fin) TYPE <br />(LANAI) , W/ SHAFT LINER ABOVE <br />TO BOTTOM SIDE OF DECKING <br />12 <br />20X26 184X254 <br />S.H. <br />13 <br />20X38 is}x37 <br />S.H.. <br />-2HOUR FIRE RATED SEPARATION <br />WALL <br />14 <br />20 X 501 18 JX 50 <br />S.H. <br />-18'-8" TOP OF MASONRY WALL, W/ <br />15 <br />20X63 18JX62j <br />S.H. <br />SHAFT LINER ABOVE TO BOTTOM <br />SIDE OF DECKING <br />16 <br />20 x 72 18JX714 <br />S.H. <br />-2HOUR FIRE RATED SEPARATION <br />111-12 <br />27 1/4 x 26 2s x 25 <br />S.H. <br />WALL <br />iH3 <br />271/4X38 26x37 <br />S.H. <br />-20'-0" TOP OF MASONRY WALL, W/ <br />111-14 <br />27jx50 26x50 <br />S.H. <br />SHAFT LINER ABOVE TO BOTTOM <br />_ <br />SIDE OF DECKING <br />1 H5 <br />27 4 X 63 26 X 62 1/2 <br />S.H. <br />TYP. INTERIOR WALL <br />1H6 <br />27 X72 26X711/2 <br />S.H. <br />BEARING WALL <br />22 <br />37 X 26 36 } X 25 1/2 <br />S.H. <br />23 <br />37 X38 364X373/4 <br />S.H. <br />OPENING PRESSURES <br />24 <br />37 X50 364X50 <br />S.H. <br />ENCLOSED - EXPOSURE "C" <br />25 <br />37 X 63 36 } X 62 1/2 <br />S.H. <br />O +29.7 / -32.2 © +29.7 / -39.7 <br />26 <br />37 X 72 36 4 X 71 1/2 <br />S.H.© <br />+28.3 / -30.8 �D +28.3 / -37.0 <br />DOUBLE 2 <br />WIDE 75" TALL 73 }WIDE <br />S.H. <br />OE +26.6 / -29.1 O1 +26.6 / -33.5 <br />32 <br />54 X 26 52 X 25 <br />S. H. <br />GC� SEE SN SHEET OH SEE SN SHEET <br />33 <br />54X38� 52�X37� <br />S.H. <br />Ajjj!140 <br />MPH <br />34 <br />54 X 50 52 j X 50 <br />S.H. <br />- <br />35 <br />54 X 63 52 x sz} <br />S.H. <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" <br />WIND SPEED. THE WIND PRESSURES <br />36 <br />54 x 72 52 x 71 } <br />S.H. <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />39X59 40 X 59 N/A <br />S.H. <br />SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 <br />DOUBLE 39X59 79 X 59 N/A <br />S.H. <br />HEADER SCHEDULE <br />AREA TABULATION (1666) <br />1ST FLOOR LIVING AREA <br />674 MARK HEADER SIZE REMARKS <br />2ND FLOOR LIVING AREA <br />992 (2) - 2X6 #2 SYP W/ 1/2" <br />H1 <br />LIVING TOTAL <br />1666 FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />GARAGE <br />264 Fit <br />FLITCH PLATE <br />FRONT ENTRY <br />98 <br />LANAI <br />120 H3 (2) - 2X10 #2 SYP W/ 1/2" <br />TOTAL AREA <br />2148 FLITCH PLATE <br />AREA TABULATION (1787) <br />H4 (2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />1ST FLOOR LIVING AREA <br />759 -- <br />(2) - 1 3/4" X 11 1/4 LVL <br />2ND FLOOR LIVING AREA <br />1028 HS <br />2.0E Fb=2950 <br />LIVING TOTAL <br />1787 <br />H6 (2) - 1 3/4" X 9 1/4" <br />GARAGE <br />265 LVL 2.0E Fb=2950 <br />FRONT ENTRY <br />12 (2) - 1 3/4" X 16" <br />H7 <br />LANAI <br />67 LVL 2.0E Fb=2950 <br />TOTAL AREA <br />2131 <br />H8 (2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />RAG (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <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 1/2" 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 1/2" 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 />FILLED CELL LEGEND <br />8. R612.2 Window sills In dwelling units, where the opening of an <br />■ CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM <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 />® FILLED CELL <br />BELOW 2ND FLOOR (DOWEL INTO LINTEL) <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 />® FILLED CELL <br />ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) <br />cannot pass <br />N <br />O <br />N <br />css <br />_ <br />t7 <br />Q � W <br />O t <br />c U C14 <br />_vlsx <br />a <br />N R'V cc <br />N O cc <br />4 .�. cam+ Y <br />ar <br />a/ a+L d <br />C c <br />T C t G <br />« 3Cr <br />a) <br />U N <br />c E <br />� o <br />c <br />�\\t,,,�lut�ffrffih <br />' <br />ro '• <br />a T <br />f <br />D 4��• Q) , <br />Ul <br />z <br />"' <br />I L U •' <br />k�FESS'l0 <br />���N <br />To the best of the Engineers 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. 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