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0 <br />0 <br />N <br />N <br />00 <br />v <br />0 <br />O <br />a_ <br />0 <br />0 <br />0 <br />N <br />0 <br />0 <br />0 <br />r <br />m <br />v <br />N <br />54'-0" <br />A <br />H.B. O <br />S3 <br />TYP @ 1 STORY 25-SH <br />OPAD <br />I0 <br />73'-0" <br />0' <br />� <br />F BERGLASS o <br />� <br />0 <br />P <br />IBERGLAS <br />URROUND -' <br />N <br />rn <br />15'-04 <br />1„ <br />- - <br />URROUN <br />1„ <br />10'-4" - <br />10'-5" <br />2 <br />F_ <br />O M <br />_ <br />60"06" LO <br />TH_ <br />-1N <br />(n Ch <br />'OWNER'S <br />TIT <br />SHOWER <br />}o L <br />rn <br />N <br />"' O <br />A <br />0 <br />�� <br />SUITE <br />BEDROOM 2 <br />IC <br />6SH <br />rrN <br />I <br />BEDROOM 3 <br />8'-0" CLG. <br />16" <br />DEEP <br />N <br />8'-0" CLG. <br />CARPET <br />o <br />8 0 CLG. <br />I <br />CARPET <br />I UD <br />CARPET 2'-4" <br />00 <br />4'-2" 3�- c%� <br />8�-o-�� <br />in <br />A <br />I (3) 2x4 #2 SPF <br />`� <br />c��sA W. I . 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I <br />q <br />CARPET I <br />II <br />I <br />I <br />BUILDER TO PROVIDE - _ - - - - _ <br />NCD <br />I <br />PATIO <br />I <br />I <br />III" D.W. <br />I <br />t9 <br />APPLIANCE G.T. <br />I <br />I I <br />I <br />I <br />PROTECTION WHEN CC F---------- <br />REQUIRED PER FBC I I D I I <br />S3 ENTRY <br />S3 <br />20"x20" SQ. <br />PILASTER W/ (4) <br />r <br />4'-0" <br />2:12 SLOPE <br />I b <br />11 <br />0 <br />0' <br />2 -6 <br />I I <br />U cn I 1 1 <br />#5 VERTICALS. <br />CEILING <br />I tO <br />R <br />� <br />IN 8'-0" CLG. <br />Ix � I I I I <br />GROUT SOLID. <br />(SEE ELEV. FOR <br />Y <br />I <br />I <br />1 1 EI <br />z <br />K <br />I <br />00 <br />¢ I I I <br />ri I I I <br />HEIGHT). 4x4 P.T. <br />#2 SYP WD. POST <br />I <br />1'-4T I <br />1 1( I I I <br />TO SIT DIRECTLY <br />IIN <br />1= <br />)'' <br />K <br />1 1 1 I I I <br />CENTER W/ <br />- <br />ra <br />I <br />I <br />L- �J .... <br />T <br />LE <br />I <br />I <br />S3 <br />1 1 I I <br />11 20'-041" <br />SIMPSON ABU44 <br />(TYP OF TWO) <br />- <br />2' <br />2" <br />N <br />246" <br />I <br />10 <br />--J I <br />I M <br />II p l <br />I O I <br />_RY <br />LGw <br />0 <br />EDGE OF SLAB 2Q <br />H <br />IIII <br />o <br />A95 <br />W <br />Q <br />BEYOND WALL =�" <br />OPT. <br />� <br />Ui <br />" <br />-�E <br />-SH <br />DRYER VENT <br />O III <br />O� <br />7 <br />16 <br />DEEP <br />THRU WALL <br />I x <br />Cl) <br />2 CAR GARAGE <br />, , <br />FAMILY RM <br />R&s -- <br />, <br />8'-0" CLG. I <br />_ <br />- 5 <br />4'-8" <br />15'-02" VAULT CLG. <br />20'-04" I 178,E <br />CARPET <br />H <br />NS <br />N B X <br />�i <br />I <br />N <br />i„ <br />I I I TYP <br />W <br />a <br />CD <br />I I I <br />K @ GARAGE <br />0 z <br />I I I S4 OPENING <br />� <br />N - <br />- W <br />kJ <br />, <br />L - - - - - - - - - - - <br />N U <br />2868 <br />TI <br />E <br />2 <br />68 <br />I <br />o <br />N <br />A <br />S3 TYP @ 1 STORY <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 7 1/4" <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 />18JX25i <br />S.H. <br />13 <br />20 X 38 j <br />18 4 X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 j X 50 <br />S.H. <br />15 <br />20X63 <br />18jX62j <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 j <br />S.H. <br />11-12 <br />271/4X26 <br />26X25j <br />S.H. <br />1 H3 <br />27 1/4 X 38 j <br />26 x 371 <br />S.H. <br />1 H4 <br />27 4 X 50 i <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />1 H6 <br />27 4 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 j X 26 <br />36 j X 25 1/2 <br />S.H. <br />23 <br />37 X 38 j <br />36 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 i <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 1 /2 <br />S.H. <br />26 <br />37 J X 72 <br />36 4 X 71 112 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 1 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 4 X 37 j <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 <br />54 X 72 <br />52 j X 71 j <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 />FLOOR PLAN - ELEV-B1 <br />SCALE: %4=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 />recirculated 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 />O <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />+28.3 / -30.8 <br />O <br />+28.3 / -36.4 <br />O <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />GO <br />SEE SN SHEET O 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 />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 11131" (TRB) <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />TOTAL AREA 2005 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT CONIC 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 />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />a <br />�N`1.� <br />U� " O� <br />`' <br />L9 <br />o <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 2017 Florida Building Code - <br />Residential 6th Edition. 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