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CLG. <br />PATIO CARPET <br />4'-0" 11'-7$"I <br />N <br />N <br />-t <br />1 <br />I <br />! <br />--�- <br />OPT. <br />REF. <br />:- <br />BEDROOM <br />8'-0"CLG. <br />CARPET <br />I <br />1 5068 B.F. <br />8'-8" <br />BEDROOM 3 <br />8'-0" CLG. <br />2 CARPET <br />M <br />5' 4" <br />' <br />8'- <br />" C <br />G. <br />2" T <br />o <br />Iv- <br />I <br />BEDROOM 4 <br />8'-0"CLG. <br />I CARPET <br />4068 B.F. <br />T-6" <br />�W <br />Ln� <br />M0 <br />w <br />C' <br />o <br />! <br />Sill K w( <br />ISP <br />TIL <br />I- -� <br />I D.W. 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VERIFY IN <br />FIELD. <br />I 0 <br />i I Oo <br />I C, <br />w <br />I O <br />I > <br />I I 0 <br />I r <br />I x <br />I `° <br />I <br />1 <br />r <br />- <br />zn <br />r <br />�.11• <br />I <br />I <br />I <br />1 <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />78, <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />8'- <br />'CLG <br />G. <br />N <br />ILE <br />- <br />OPT. I <br />OPT. <br />G <br />N S3 <br />17'-8" <br />IBERG <br />(3) 2x4 #2 SPF w/ L <br />DTT2Z BASE SURROU <br />@ <br />c\ <br />Fh <br />4 <br />2 68 <br />' <br />- R&S ---r- <br />HANSON <br />BOX @ 36" <br />A.F.F. <br />ZDRYER VENT <br />THRU ROOF <br />2668 T-8" <br />I <br />( <br />I <br />_w <br />T-3 <br />" <br />1 <br />8z' <br />T' <br />10" <br />1_1 <br />, <br />3,_0" <br />cnw <br />O <br />MW <br />' N <br />T <br />I <br />OWNER'S SUITE - <br />8'-0" CLG. B <br />CARPET <br />Mr� <br />W.I.C. r <br />8'-0" CLG. '- <br />CARPET <br />I <br />I <br />2 CAR GARAGE <br />8'-0"CLG. <br />7_6„ <br />BUILDER TO <br />PROVIDE <br />O APPLIANCE <br />W,H. PROTECTION <br />WHEN REQUIRED <br />PER FBC <br />I <br />I I <br />I <br />I <br />I <br />-o <br />T --------- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />t <br />I <br />TYP @ <br />GARAGE <br />S4 <br />K)OPENING <br />'-0" <br />CLG. <br />INE <br />6" D, <br />; 0 <br />;0 <br />I <br />A H.BJ <br />S3 <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <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 />18 X25 <br />S.H. <br />13 <br />20 X 38 � <br />18 � X 37 � <br />S.H. <br />14 <br />20 X 50 j <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />184X62i <br />S.H. <br />16 <br />20X72 <br />18jX71 <br />S.H. <br />1 H2 <br />27 114 X 26 <br />26 X 25 <br />S.H. <br />1 H3 <br />27 1/4 X 38 <br />26 x 37 1 <br />S.H. <br />11-14 <br />27 JX 501 <br />26 x 50 <br />S.H. <br />1 H5 <br />271 X 63 <br />26 X 62 112 <br />S.H. <br />11-16 <br />271X72 <br />26X71112 <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 j X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 j <br />36 J X 50 <br />S.H. <br />25 <br />371 X 63 <br />36 4 X 62 112 <br />S.H. <br />26 <br />37JX72 <br />364X711/2 <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 38 j <br />52 J X 37 i <br />S.H. <br />34 <br />54 X 50 j <br />52 j X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 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 />NIA <br />S.H. <br />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <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 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 />OD <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />GC� <br />SEE SN SHEET �H SEE SN SHEET <br />>J 40 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 />111111IIl111111111 MASONRY <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 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x4 <br />R-11/R-13 KRAFT FACED <br />FLOOR <br />PLAN <br />ELEV-Al <br />EXT FRAME 2 x <br />R-1KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />I GARAGE SEPARATION JR-11/13-13 KRAFT FACED <br />SCALE: %4"=V-0" (GARAGE / LIVING) <br />I^� <br />0N,..�g°ii111i06RlidtlPla���A <br />,Sy'. <br />w•www <br />a <br />d• <br />L O <br />•• <br />�z0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spec fcations contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />� <br />E OD <br />�8 <br />N`° <br />N <br />FA <br />J <br />MNr- d) U It <br />0 <br />0 <br />7 L LL LL LLi <br />a <br />IY! <br />it <br />Z <br />z <br />, M S w /n <br />emu: aLu s W <br />ararn 5 W OW�a <br />°�mo <br />B o a <br />zV' <br />LLW <br />M 2 N O Q O <br />N Q M z 0 <br />a <br />U <br />_jz °� ��❑ <br />W <br />M � <br />7 <br />z N O <br />V m <br />z o <br />v <br />Q <br />J M <br />d N <br />t,n1, <br />M <br />c <br />_z <br />T <br />f� <br />wU <br />C Y <br />,„ 0 <br />o a <br />O <br />C E <br />�(113 <br />o <br />r- <br />U on <br />L1J <br />�- 2 E <br />0 8 <br />= [ <br />_ <br />=Ir <br />U o N <br />• <br />c <br />CId <br />N 0 <br />M <br />z <br />o <br />Z <br />J <br />LL <br />Q E <br />z c <br />_� <br />O O <br />� <br />�ro <br />< N <br />o <br />E <br />Z® <br />♦- r0 <br />xo <br />0< <br />00 <br />OU <br />o� <br />a <br />N i <br />°do <br />ao <br />Wz <br />� <br />� <br />fp <br />Cn C <br />- <br />z <br />Yz5i <br />Wg <br />ms <br />o <br />,W <br />J <br />0. <br />z <br />N <br />v 3 <br />8 <br />ge <br />W <br />a3 <br />wLL <br />-z <br />� <br />CD<a <br />s <br />�W <br />�3 <br />�� <br />�o <br />t0 <br />V <br />r~ <br />z¢ <br />aF <br />U3 <br />0 CV <br />= <br />J <br />'- <br />O <br />O <br />> <br />M <br />Q <br />C:) <br />m <br />� <br />C <br />cJ' <br />r <br />� <br />0 o <br />� <br />IT2i <br />J 0 <br />O <br />O <br />T <br />ui <br />c <br />z, 0 <br />M <br />M <br />y 11;T <br />o <br />z <br />z <br />E O <br />0 <br />cc <br />a. <br />U <br />Q p <br />JOB <br />NO: <br />20-2749 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />