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0 <br />80'-0n <br />201-011 1, 201 <br />-0" 20'-0" L. 20'-0" e� <br />H02 <br />TYP. <br />IV6 _�,, <br />11 <br />5'-0" <br />rod <br />�6 <br />o� <br />0 <br />' <br />W.I.C. <br />8'-0" CLG. <br />CARPET <br />6.�L <br />(1787) (1666) (1666) (1787) <br />2nd FLOOR PLAN <br />SCALE: A"=V-0" <br />INSULATION 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 />9'-4" TOP OF MASONRY WALL <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 />18'-8" TOP OF MASONRY WALL <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />18'-8" TOP OF MASONRY WALL <br />2ND FLOOR ONLY. NO FIRST <br />FLOOR BELOW. <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <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) <br />TYPE <br />(LANAI) , W/ SHAFT LINER ABOVE <br />TO BOTTOM SIDE OF DECKING <br />12 <br />20X26 184X25i <br />S.H. <br />13 <br />20 x 381 18 JX 371 <br />S.H. <br />-2HOUR FIRE RATED SEPARATION <br />WALL <br />14 <br />20 x 50 j 18 } x 50 <br />S.H. <br />-18'-8" TOP OF MASONRY WALL, W/ <br />15 <br />20 x 63 18 J X 621 <br />S.H. <br />SHAFT LINER ABOVE TO BOTTOM <br />SIDE OF DECKING <br />16 <br />20x72 18x71 <br />S.H. <br />-2HOUR FIRE RATED SEPARATION <br />1 H2 <br />27 1/4 X 26 26 X 25 } <br />S.H. <br />WALL <br />1 H3 <br />27114 x 38 26 x 371 <br />S.H. <br />-20'-0" TOP OF MASONRY WALL, W/ <br />SHAFT LINER ABOVE TO BOTTOM <br />1H4 <br />274X 501 26 x 50 <br />S.H. <br />SIDE OF DECKING <br />1 H5 <br />27 4 X 63 26 X 62112 <br />S.H. <br />TYP. INTERIOR WALL <br />11-16 <br />27 JX 72 26 X 71 1/2 <br />S.H. <br />BEARING WALL <br />22 <br />37 4 X 26 36 J X 25 1/2 <br />S.H. <br />23 <br />37JX381 36jX373/4 <br />S.H. <br />OPENING PRESSURES <br />24 <br />37JX50i 364X50 <br />S.H. <br />ENCLOSED - EXPOSURE "C" <br />25 <br />37 X 63 36 } X 621/2 <br />S.H. <br />O +29.7 / -32.2 © ♦29.7 / -39.7 <br />26 <br />37 x 72 36 } x 71 1/2 <br />S.H. <br />Q +28.3 / -30.8 D +28.3 / -37.0 <br />DOUBLE 2 <br />WIDE 75" TALL 73 j WIDE <br />S.H. <br />O +26.6 / -29.1 TF +26.6 / -33.5 <br />32 <br />54X26 524X25 <br />S.H. <br />O SEE SN SHEET O SEE SN SHEET <br />33 <br />54 X 38 1 52 J X 37 i <br />S.H. <br />140 MPH <br />34 <br />54X501 52JX50 <br />S.H. <br />35 <br />54 x 63 52 x s2 <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 52j X 71 <br />S.H. <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />39X59 40x59 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 H2 FLITCH PLATE <br />FRONT ENTRY <br />LANAI <br />98 <br />120 H3 (2) - 2X10 #2 SYP W/ 1/2" <br />TOTAL AREA <br />2148 1 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 H5 <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 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 />Bearing Wall Call Out When <br />FLITCH PLATE <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''/z" 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 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 ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) <br />cannot pass <br />N c) w.. <br />> <br />GL>t s o <br />- U 0- �' P <br />C Rf C.) CV <br />Z r C LA- <br />C-4 .G <br />N y <br />to <br />>E�_ <br />c2 a <br />A ai 4j o <br />co <br />' - p <br />c E <br />c <br />C, v <br />O <br />rl�ti�towO."11111 <br />' `�•.••''SE` <br />tJ •,t� ^,\ OF N <br />�\y\Q� , <br />FLO <br />fr2'1OFESSIOV%P�,t\��� <br />off <br />1111 11111 t r l tlt`1y�\ <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 />Residentlal 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />4 N <br />N <br />0�� ie in <br />LLLL <br />N LL LL u <br />I11 J _ <br />�Z <br />103 <br />- O d <br />i o <br />W <br />I IL C'jq1 . <br />'n m Z d <br />3 N - <br />OU N <br />Z <br />W ❑❑ <br />C7 <br />Z <br />z <br />i? <br />J <br />U) - N <br />V) <br />V LL <br />o <br />0 w <br />In y <br />LLj <br />p° <br />4I <br />o <br />co <br />ffi <br />"-a <br />oZa <br />aEE <br />OU <br />I- M <br />�� <br />8 <br />a <br />v0 <br />Zso� <br />N <br />r <br />�Z <br />S <br />�2 <br />"J <br />t <br />o <br />Y <br />C/) C <br />W <br />O� <br />Cn <br />CW <br />Mjp <br />ww <br />akxk <br />Z <br />o3 <br />.2La <br />co <br />a <br />Q <br />a- <br />f--- <br />o <br />t0 <br />o^O <br />co c <br />= T aCr <br />N <br />Co <br />U) m n <br />O <br />t]. <br />Q <br />�-' <br />++-+ <br />N <br />1 <br />LM <br />` v C° 04 <br />E <br />Z <br />c_ <br />E 0 <br />Z <br />m <br />a <br />v cc <br />c� ¢ o <br />c <br />JOB <br />NO: 22-12484-12481 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />