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F, <br />BEDROOMIP <br />• <br />EGRESS <br />8'-0" CLG. <br />8'-0" CLG. <br />EGRESS <br />39X59-SH <br />�a)EDROOM 2 <br />CARPET• <br />CARPET _j, <br />BEDROOM 2 <br />39x59-SH <br />'t'-O` CLG. <br />8'-0" CLG. <br />A <br />EGRESS <br />EGRESS <br />CARPET <br />EGRESS <br />181% <br />EGRESS <br />-- -------- <br />XNE 411 <br />101101 <br />ISO 0- <br />]&-Icc <br />ONSMAIN <br />I co I �,� 0 <br />- 6-10" 66-10" 4'-11" 81-51, 011-101. 4'-10" 0 4'- 10" 11-101, 8'-5" 4'-11" <br />'04 <br />64" 'J. 13'-8" 13'-4" 6-8 " ------------ - 6-8" 13'-4" <br />201-011 20141 201-011 <br />80f-011 <br />SYMMETRICAL <br />1787 1666 (1666) (1666) <br />201-011 <br />(1787) <br />2nd FLOOR PLAN <br />SCALE: &=V-0 .1 <br />WALL LEGEND <br />INSULATION REQUIREMENTS <br />8'-8" TOP OF MASONRY WALL <br />(_Ar-%VWIGE) <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1/R-1 3 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 />18'-8" TOP OF MASONRY WALL <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />...... . . 2HOUR FIRE RATED SEPARATION <br />WINDOW SCHEDULE <br />WALL <br />-9'-4" TOP OF MASONRY WALL <br />R.O. CMU <br />R.O. FRAME <br />(LANAI), W/ SHAFT LINER ABOVE <br />SIZE <br />(Flange) <br />(Fin) <br />TYPE <br />TO BOTTOM SIDE OF DECKING <br />12 20X26 184X254 S.H. <br />-2HOLIR FIRE RATED SEPARATION <br />13 20 X 38j 184X371 S.H" <br />MALL <br />-18'-8" TOP OF MASONRY WALL, W/ <br />14 20 X 50 j 18jX50 S.H. <br />SHAFT LINER ABOVE TO BOTTOM <br />15 20X63 182X622 S.H. <br />SIDE OF DECKING <br />16 20 X 72 X 714 S.H. <br />18' <br />7 <br />>/-,7,7 7,7 -2HOLIR FIRE RATED SEPARATION <br />>,>7 <br />MALL <br />11-12 27 1/4 X 26 26 X 25 j S.H. <br />-20'-0" TOP OF MASONRY WALL, W/ <br />111-13 27 1/4X38j 26 x 37 4 S.H. <br />SHAFT LINER ABOVE TO BOTTOM <br />11-14 27JX50i 26 x 50 S.H. <br />SIDE OF DECKING <br />11-15 27 4 X 63 26 X 62 1/2 S.H. <br />TYP. INTERIOR WALL <br />11-16 27JX72 26 X 71 112 S.H. <br />BEARING WALL <br />22 37JX26 364X25 1/2 S.H. <br />23 37JX38i 36 4 X 37 3/4 S.H. <br />OPENING PRESSURES <br />24 37jX50j 364X50 S.H. <br />ENCLOSED -EXPOSURE"C' <br />25 37 j X 63 362X 62 1/2 S.H. <br />t +29.7 -32.2 +29.7 / -39.7 <br />26 37 j X 72 362X71 1/2 S.H. <br />+28.3 -30.8 +28.3 / -37.0 <br />DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. <br />+26.6 -29.1 +26.6 / -33.5 <br />32 54X26 524X254 S.H. <br />SEE N SHEET SEE SIN SHEET <br />33 54 X 38 j 52 JX 37 1 S.H. <br />140 MPH <br />34 54X50j 522X50 S.H. <br />35 54 X 63 524 X 624 S.H. <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" <br />WIND SPEED. THE WIND PRESSURES <br />36 54 X 72 522 X 71 S.H. <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />39X59 40 X 59 N/A S.H. <br />SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 <br />DOUBLE 39X59 79 X 59 N/A S.H. <br />AREA TABULATION (1666) <br />- HEADER SCHEDULE <br />1ST FLOOR LIVING AREA <br />674 MARK HEADER SIZE REMARKS <br />2ND FLOOR LIVING AREA <br />992 (2) - 2X6 #2 SYP W1 1/2" <br />H1 <br />LIVING TOTAL <br />1666 FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />GARAGE <br />264 FLITCH PLATE <br />FRONT ENTRY <br />98 <br />LANAI <br />120 H3 (2) - 2X1 0 #2 SYP W/ 1/2" <br />TOTAL AREA <br />2148 FLITCH PLATE <br />AREA TABULATION (1787) <br />H4 (2) - 2X12 #2 SYP W1 1/2" <br />FLITCH PLATE <br />1ST FLOOR LIVING AREA <br />759 <br />2ND FLOOR LIVING AREA <br />1028 (2) - 13/4" X 11 1/4 LVL <br />LIVING TOTAL <br />1787 2.0E Fb=2950 <br />(2) -1 3/4" X 9 1/4" <br />GARAGE <br />265 LVL 2.OE Fb=2950 <br />FRONT ENTRY <br />12 (2) - 1 3/4" X 16" <br />LANAI <br />67 LVL 2.0E Fb=2950 <br />TOTAL AREA <br />2131 <br />(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 Y2" 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 13/8" <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 Y? 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 />M CONT, FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM <br />operable window is located more than 72 inches (11829 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 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 />FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) <br />have openings through which a 4-inch-diameter (102 mm) sphere <br />cannot pass <br />ci <br />C= <br />C1%j <br />Y' <br />ai;, <br />CL <br />N <br />j $1 % <br />aO op <br />U <br />Zj <br />0 <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 <br />7th Edition. 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