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r <br />co <br />0 <br />U) <br />06M <br />MW <br />TYP @ 1 STORY <br />A <br />S3 <br />5'-1 <br />A <br />S3 <br />OWNER'S SUITE <br />8'-0" CLG. <br />CARPET <br />I N <br />17'-8" <br />G <br />7' (3) 2x4 #2 SPF w/ <br />DTT2Z @ BASE <br />I <br />I 4'-0" 1 <br />I <br />I <br />I <br />I <br />F- <br />�I <br />U I <br />CO co 2:12 VAULTED CLG. <br />I <br />FAMILY RM <br />9'-4" CLG. <br />CARPET <br />-1 <br />5-SH T ---- R&S - - - - BUILDER TO <br />°� 6"DPI-- N PROVIDE <br />LI W.H. APPLIANCE <br />- - - p PROTECTION <br />W • I . C . 2._6.WHEN REQUIRED <br />TB O BA PER FBC <br />CO <br />80 <br />- - , TILE CARPET �� <br />-T <br />- _T 2 CAR GARAGE <br />8'-0" CLG. <br />-- 20'-0' <br />flor 0,� <br />2668 <br />HANSON <br />LBOX @ 36" EDGE OF SLAB 2" <br />l -,---I - - A.F.F. BEYOND WALL <br />C K60"x36" ----�v DRYER VENT SHOWER THRU ROOSS �° &S D <br />TP <br />_77-PT. W OPT. D I 1nl <br />Irx P 1 <br />L <br />AHU I V `� �--- <br />Ile <br />� _ 8.TC,G <br />TILE L 1- <br />-.- -- ---- S3 (3) 2x4 #2 SPF w/ <br />R.A.G. <br />28 i8. DTT2Z @ BASE- <br />T-10" <br />R&S <br />4'-0" 1 V-7g" I 6'-10" N 4'_7., 8'-8" N <br />5068 B.F. <br />I <br />1 OPT. I <br />RtEF <br />1 ------------ -- �- BEDROOM 2 <br />PATIO CAFE <br />o �____----- <br />---� 8'-0"CLG. <br />o LG // IW- 1 1 _U - CARPET <br />d <br />C <br />Oo <br />VAULT. <br />CARPET <br />/ <br />/ <br />/ <br />/ <br />� <br />r Z) <br />21 -2' <br />o 0 <br />�I D.W.I <br />00 <br />SIN K wl DISP - -' <br />2'-27 <br />2' <br />I <br />I <br />r <br />10'-4" <br />VATLE��G- <br />_ T. <br />aN=WRANGE <br />w <br />flJ'�DEEP <br />----- <br />25-SH <br />H B <br />EGRESS <br />O <br />29'-8" <br />A <br />F----------- <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />II <br />I O <br />I O <br />I p <br />II a <br />� I X <br />I 0 <br />II � <br />I x <br />I o <br />I <br />I <br />I <br />II <br />NOTE: FINISHED <br />WALLS TO BE <br />FLUSH. VERIFY IN <br />IT FIELD. <br />CC I --- - - - - - <br />S3 S3 <br />I K TYP @ <br />GARAGE <br />OPENING <br />I <br />I <br />I <br />I <br />I <br />1 <br />u <br />FOY-EE R•. <br />• <br />ri <br />DR A- ----- - 0773N1 <br />JIIIIIIIIIIIIC]�II�IIIIIIIIC]IIIIIIIIII <br />r266"8 <br />&Nlqw�npmmm 4068 B.F. <br />BEDROOM 3 <br />8'-0" CLG. <br />CARPET <br />10'-42' <br />15'-10" <br />=a Z''� <br />N <br />�� W <br />rn (D <br />J <br />B <br />I _ <br />2'-4' I <br />ti I <br />_ m I I <br />00 I <br />T <br />0 1 <br />F, I <br />I \ <br />25-SH <br />EGRESS <br />O <br />BEDROOM 4 <br />TH I 8'-0" CLG. <br />T'CLG. T CARPET <br />ME' 2" o 5 _r, 11'-0 <br />FIBERGLASS I <br />SURROUND z I <br />O <br />OP <br />b� <br />TYP @ 1 <br />STORY <br />r" <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 />20 X 26 <br />18 4 X 25 <br />S.H. <br />13 <br />20X38j <br />184X37i <br />S.H. <br />14 <br />20 X 50 j <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />18jX62j <br />S.H. <br />16 <br />20X72 <br />187'X714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <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 J X 50 i <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 />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 4 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 />37 j X 63 <br />36 j X 62 1/2 <br />S.H. <br />26 <br />37jX72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 j X 25 j <br />S.H. <br />33 <br />54 X 381 <br />52 J X 371 <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />524 X 624 <br />S.H. <br />36 <br />54 X 72 <br />52 j X 714 <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 />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 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 />OA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />GO <br />SEE SN SHEET HO SEE SN SHEET <br />6 <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 />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 "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 R-VALUE / TYPE <br />EXT CONIC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />FLOOR PLAN - ELEV-Al <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: Y4'=1 '-Ors (GARAGE / LIVING) <br />tf O <br />T <br />rIWO- \\\ <br />To the best of the Engineers 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 />Q <br />N N_ i! <br />o CO <br />V <br />FAr <br />009 J <br />N r N LL <br />M (V f` 0 a0 <br />y <br />CO C) <br />_j ,P LL#a <br />- <br />a <br />LL LL <br />m i� ° air <br />aiC) <br />� �Zo <br />� <br />m0 <br />01 O m <br />C� <br />a 0 r- <br />ca <br />W <br />z <br />LL <br />2 EcPrn J o <br /><N <br />a <br />¢O� <br />N¢co Z U F- J <br />z <br />0 <br />U ❑❑❑ <br />W <br />�o <br />z N <br />U) <br />Q <br />o <br />M <br />z <br />W <br />LL <br />+-J <br />Ory <br />IN <br />V <br />c�- E <br />U °o <br />w <br />O $ <br />I <br />U o <br />c U) <br />Q N Y <br />M <br />e <br />so <br />r- <br />O <br />�w <br />M <br />0 <br />o <br />Z <br />U_ <br />l.L <br />wo <br />r� <br />Q <br />w O <br />2 <br />❑0 <br />H <br />_ <br />z0 <br />VO <br />a0 <br />00 <br />oQ <br />z <br />O <br />N E � <br />p <br />¢o <br />a Z <br />.mod.. <br />¢W <br />0 <br />U)y <br />C <br />mm <br />O K <br />Z� <br />� <br />�FZ <br /><w <br />8< <br />Z <br />ao <br />a� <br />w� <br />�w <br />W <br />U0 <br />yz <br />J <br />=3 <br />,IX <br />o <br /><< <br />;o <br />ila <br />a <br />3 <br />� M <br />N <br />c� <br />% <br />. <br />'Cr <br />O <br />.-. <br />, <br />CD <br />m <br />cis <br />~ <br />C <br />r <br />O 6 <br />>, N <br />r <br />J <br />O <br />r <br />CDM <br />CV <br />.. <br />IM <br />T <br />0 <br />z <br />M <br />E O <br />a <br />U <br />Q <br />JOB <br />NO: <br />20-2743 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />