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• 11�.�- ••igW�1W1111NMMNN��-���l�M� I.�II <br />0 <br />0 <br />a A a <br />H.B. S3 <br />EGRESS EGRESS <br />�IIIIIIIIIIIIII=1111C]��1111111=11111111111111Moo <br />=11111111111111=�IIIIIIIIIIIIIIIC] <br />� <br />I.1111111111�1111111=11111111111111111=i <br />���C]1111111::11111111111111111=IIIIi1111111111=11111111111111 <br />E <br />I - <br />I <br />- <br />Q <br />II <br />% , M <br />SURROUND <br />® <br />. <br />21 <br />STORY <br />u <br />OP <br />1 <br />Nis <br />. <br />BEDROOM - ..cow <br />_ <br />VAULT. CLG.BED <br />A, CARPET <br />. <br />CARPETrr <br />.... . <br />CARPET <br />CARPET <br />•"� <br />■��� <br />,7 <br />MM <br />■ <br />' <br />�� <br />1. B.F. <br />1. <br />■ <br />rF <br />y <br />1 <br />u <br />.. <br />■,�� <br />�I�� <br />�IIIIIIIIIIIIC711111111111[]IIIIIIIIIII <br />Alff <br />. ■mil■��I�il■ <br />- <br />mr-Re <br />VAULTED <br />Ul)- <br />FAMILY -■■■��■ <br />INMNNNINN:::MNNNNNN:. �IIIIIIIIIf�� <br />� <br />���W -� - <br />- <br />_ <br />CARPET.���I�il <br />pop <br />_ <br />,�' , © ♦ BASE m - <br />3 <br />® v <br />1 i <br />�� ■ <br />NOTE: FINISHED <br />WALLS TO BE <br />uFLUSH. <br />VERIFY IN <br />® <br />1 <br />■ <br />- <br />1�■ <br />•- <br />■ ®��� <br />• <br />, <br />�' 1�% <br />■ <br />C� <br />'j <br />- <br />■/ In <br />: • <br />ZIDRYER <br />A- <br />1 1 <br />VENT W1 <br />THRU ROOF EDGE OF SLAB 2" <br />BEYOND WALL X <br />�r;�LII����L<lC1Y�■�iittili/ <br />MCI) <br />1 1. <br />�. <br />'■I <br />- <br />GARAGE <br />r:� <br />.� <br />♦ <br />■coo <br />�. <br />- i■■�. <br />�. <br />. <br />CARPET <br />CARPET <br />PROVIDE <br />TYP @ <br />0-­3- APPLIANCE <br />GARAGE <br />■WHEN <br />PROTECTION <br />REQUIRED <br />OPENING <br />PER FBC <br />IIC]111111111111111[]�I11111111111111111❑IIIIIIIIIIIIIIIIC]IIIi1111111111111C]IIIi111111111111C]IIIIIIIi111111111[]1111111111111111[]111111��1�11111::IIIIIIIIIIIIIIIIIIIL! <br />A KBA <br />S3 <br />-10" <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=2600 PSI <br />H6 <br />(2) -1 3/4" X 9 1 /4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) -1 3/4" X 71/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R.A.G. 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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />184X25i <br />S.H. <br />13 <br />20X38j <br />18}X37j <br />S.H. <br />14 <br />20 X 501 <br />18 } X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 } X 62 4 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />11­12 <br />271/4X26 <br />26X254 <br />S.H. <br />1 H3 <br />27 114 X 38 <br />26 x 371 <br />S.H. <br />1H4 <br />27 j X 501 <br />26 x 50 <br />S.H. <br />11­15 <br />274X63 <br />26X621/2 <br />S.H. <br />11­16 <br />274X72 <br />26X71112 <br />S.H. <br />22 <br />37 J X 26 <br />36 } X 25 1/2 <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 } X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 } X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 j X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 <br />S.H. <br />33 <br />54 X 381j <br />52 X 37 <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 } X 62 j <br />S.H. <br />36 <br />54 X 72 <br />52 j X 71 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />I:flTIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />FLOOR PLAN - ELEV-Al <br />SCALE: 14 "=V-0" <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. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage shall be constructed of a minimum No. 26 gage (0.48 mm) <br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl <br />duct board, or other approved material and shall have no openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. 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. Bd. or equivalent. <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 1/2" Gyp. Bd. 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, Section R4501.17.1.9 <br />All doors and windows providing direct access from the home to <br />the pool shall be equipped with an exit alarm complying with UL <br />2017 that has a minimum sound pressure rating of 85 db at 10 <br />feet. Any deactivation switch shall be located at least 54 inches <br />above the threshold of the access. Separate alarms are not <br />required for each door or window if sensors wired to a central <br />alarm sound when contact is broken at any opening. <br />M1507.2 Recirculation of Air. <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />recircutated within a residence or to another dwelling unit and shall <br />be exhausted directly to the outdoors. Exhaust air from bathrooms <br />and toilet rooms shall not discharge into an attic, crawl space or <br />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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />AO <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />(b) <br />+28.3 / -36.4 <br />�E <br />+26.6 / -28.0 <br />0 <br />+26.6 / -32.2 <br />�G <br />SEE SN SHEET �H 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 +34.0 / -44.8 <br />WALL LEGEND <br />1111111111111111 - .: 1 • <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION "A1" (TRA) <br />1ST FLOOR LIVING AREA <br />LIVING TOTAL <br />GARAGE <br />FRONT ENTRY <br />TOTALAREA <br />INSULATION REQ. <br />1936 <br />1936 <br />416 <br />20 <br />2372 <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 I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />d:�•� r 1 A I <br />J� <br />%, '•. F UO <br />RO F E S S, <br />To the best of the Engineers knowledge, Information and belief, <br />the stnudura plans and speafications contained within these <br />drawings comply with the 2017 Florida Building Code <br />Residential 6th 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 />0 <br />W <br />F <br />a <br />8 �m� <br />N <br />�p <br />N N a S N _j0 �, n I " rn <br />tl! <br />fA <br />Q <br />r'nn�Z U. LL a <br />M C,4 w vi <br />�LLu_ aa� <br />� <br />-va, <br />W0 <br />J;Ec' o Como <br />°' �p <br />Z <br />LLN <br />Go Ci 0 <br />U.) 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