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9 <br />M <br />a <br />ICI <br />A <br />S3 <br />TYP @ 1 STORY <br />0 <br />4 O in <br />i0 00 <br />u' <br />PATIO <br />0 A <br />M <br />A <br />1 <br />TYP @ 1 STORY <br />r <br />I <br />T <br />OWNER'S TN <br />SUITE <br />8'-0" CLG. <br />CARPET <br />Tw/ SPF <br />' w/ DTT2Z `r <br />0" <br />G 1 <br />� S3 1 <br />cil 1 <br />to <br />CAFE <br />I <br />I <br />VAULT. CLG! I <br />CARPET 1 <br />I <br />I <br />I I <br />I o <br />2:12 SLOPE 1 <br />CEILING i iv <br />I 1 <br />CD 1 <br />I <br />I <br />N 1 I <br />1 `rC <br />I Cl) <br />I <br />/,/FAMILY RMN <br />/ VAULT CLG. <br />15'-8g" CARPET <br />/ <br />/ I4 4. <br />/ W CS <br />/ / $ (O <br />/ coz <br />N W <br />/ <br />co <br />25-SH <br />O <br />60"x36" "' <br />SHOWER <br />11 <br />LIN N C <br />5-SH oo <br />I <br />16" DEEP ca <br />I <br />N <br />3'-� 8' 2"' <br />�s <br />W.I.C. <br />AHU <br />8'-0" CLG. I <br />CARPET I <br />- - - - - <br />R&S <br />S3 TYP @ 1 STORY <br />-3" <br />BERGLASS <br />JRROUND <br />BEDROOM 3 <br />8'-0" CLG. <br />CARPET <br />2668 1 .1 <br />4068 B.F. �... d <br />=Q W 166 <br />______-_ - - (A Z <br />R&S <br />H AT 7'-4" <br />(3) 2x4 #2 SPF FO E R <br />w/ DTT2Z <br />S3 <br />BUILDER TO PROVIDE <br />APPLIANCE <br />ivPROTECTION <br />WHEN <br />d <br />0-3 <br />REQUIRED PER FBC <br />U.I <br />oUJ <br />di <br />tt�lI <br />K <br />1 11 <br />S3 <br />I <br />216� <br />r <br />u <br />_ _ <br />rv� n r d <br />-O'• = W <br />W <br />0. <br />5-SH DRYER VENT <br />16" DEEP THRU WALL <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />CAR GARAGE <br />8'-0" CLG. <br />20'-7li" <br />11' <br />, <br />Ro `� BEDROOM 2 <br />8'-0" CLG. <br />CARPET <br />3'-7T' 8'-8d" <br />2668 <br />4068 B.F. <br />R&S <br />- - - - - R&S ------ <br />TILE <br />O <br />:NTRY <br />8'-0" CLG. <br />TYP <br />I I @ GARAGE <br />I I I I OPENING <br />I I I K <br />I I I S4 <br />L----------- <br />I <br />H.B. <br />I I <br />I I <br />I I <br />I I <br />I I <br />TYP @ 1 STORY <br />24"x24" CMU BASE <br />COLUMN w/ (4) #5 <br />VERTICALS <br />GROUT SOLID <br />SEE ELEV. FOR <br />EIGHT) <br />4x4 P.T. #2 SYP <br />POST TO SIT <br />DIRECTLY IN <br />CENTER W/ <br />SIMPSON ABU44 <br />(2 TYP.) <br />Y <br />0 <br />i2 <br />00 <br />HEADER SCHEDULE <br />SIZE <br />REMARKS <br />KHEADER <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 91/4" <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 />18}X25j <br />S.H. <br />13 <br />20 X 38 j <br />18 J X 371 <br />S.H. <br />14 <br />20 X 50 j <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 } <br />S.H. <br />16 <br />20X72 <br />18JX711 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 } <br />S.H. <br />1H3 <br />271/4X38j <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 50 1 <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />1 H6 <br />27 J X 72 <br />26 X 71 112 <br />S.H. <br />22 <br />37 J X 26 <br />36 j X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 i <br />36 } X 50 <br />S.H. <br />25 <br />37 X63 <br />36 X621/2 <br />S.H. <br />26 <br />37 X72 <br />36 X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 j WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 4 <br />S.H. <br />33 <br />54 X 38 <br />52 } X 37 <br />S.H. <br />34 <br />54 X 501 <br />52 4 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 />52j 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 />FLOOR PLAN - ELEV-B1 I <br />SCALE: %4'=1'-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 />M 1507.2 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 fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />OA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />+28.3 / -36.4 <br />�E <br />+26.6 / -28.0 <br />OF <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 />+34.0 / -44.8 <br />WALL LEGEND <br />MASONRY HGT. @ 8'-0" A.F.F. <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 "B111(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 <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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />5rA�' O F E S S\O <br />,r <br />/,�•R1!lfl Iltlltlt\`` <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. 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 />In <br />g <br />O 19 <br />(a <br />N �8 �R <br />(4 <br />0 <br />U) P., 32 U. _j 0. <br />N <br />1 W <br />11�pLL11 <br />Z <br />L (a0 O <br />6 N it Ca m <br />W <br />m <br />�2p)O' <, �a <br />Z <br />N O N <br />N U J <br />z <br />❑❑❑ <br />W <br />Z"� <br />-Z <br />z� <br />Q _ <br />2 N <br />Ln <br />T(z <br />Z v <br />Cz <br />v(D <br />1 <br />+, <br />- u_ <br />w <br />(DU <br />O <br />w <br />N <br />c <br />�. <br />¢ <br />0� <br />_I- <br />o <br />co <br />J <br />=_• <br />H <br />wLL <br />00. <br />�14gE <br />z <br />c> E <br />F` <br />o< <br />E_ <br />.0 <br />ra <br />6 C <br /><o <br />Y <br />�O <br />O iri <br />>>>" <br />W <br />C> <br />CD <br />v <br />zl< <br />o <br />0 <br />d" <br />_ <br />Cy <br />L <br />B <br />.> <br />00 <br />n/ <br />CO <br />, <br />Q <br />C <br />CO <br />O N <br />T <br />0) <br />Ln <br />N <br />r <br />Li i <br />r <br />0000 <br />cm, <br />r <br />E <br />Z <br />N <br />o <br />E <br />E <br />uN� <br />L" <br />v M <br />e`a <br />c <br />c <br />a. <br />U <br />Q 0 <br />JOB <br />NO: <br />20-6577 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />