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3 <br />a <br />rn <br />0 <br />0 <br />N <br />i <br />N <br />i <br />Q <br />00 <br />N <br />c <br />0 <br />0 <br />J <br />N <br />i <br />0 <br />i <br />a <br />i <br />v+ <br />3 <br />C <br />a <br />0 <br />0 <br />i <br />a <br />H <br />E <br />v <br />C <br />C <br />0 <br />[L <br />V <br />O <br />c <br />U <br />a> <br />•o <br />a <br />U <br />z <br />N <br />I <br />i <br />0 <br />U <br />J <br />0 <br />N <br />0 <br />N <br />.r <br />0 <br />0 <br />a <br />TA T <br />S3TYP @ 2 STORY <br />H.B. I 25-SH <br />PAD AC PAD <br />ILU <br />OOPT. <br />QAC <br />IiII <br />I <br />_ REF. <br />zZ4__-_z <br />4 <br />• <br />--- <br />` <br />16D P <br />39 <br />10 <br />T'N <br />w26-32„ <br />12'44" <br />■ <br />I <br />I <br />I <br />- C=° T- <br />FLEX <br />I <br />_ <br />rn <br />-- <br />r <br />Tn <br />,�PA1�J. <br />n <br />8'-8" FLAT CLG. LOwZ <br />I <br />- <br />CO <br />FA I LY R M <br />I <br />5- H 16" DEEP <br />CARPET <br />.N- <br />� r -- <br />ill D.W. <br />1 <br />I <br />■ 8' 8" FLAT CLG. <br />1 <br />III <br />I <br />J00 <br />T <br />00 <br />ICARPET <br />ATV <br />- <br />O <br />60 <br />CAFE fD <br />El <br />1 _ <br />NOTE: FINISHED WALLS I <br />I <br />TYP @ 2 STORY <br />T <br />I <br />°' <br />TO BE FLUSH. VERIFY IN I , <br />IO' 0" <br />8'-8" FLAT CLG. <br />CARPET <br />IX jEl <br />w i • • <br />'_ <br />• • • <br />" <br />F T <br />IL <br />L <br />I HU v <br />� i R/A <br />FIELD. <br />1 <br />AV_ <br />V <br />IOU <br />■ <br />I AV <br />--- ----- <br />HDR AT 7'-4" <br />n <br />- <br />(3) 2X4 #2 SPF W/ <br />w <br />I <br />I <br />T�- <br />I <br />o <br />(3)16d TOENAILS � <br />�I <br />LOW WALL OR <br />SPINDLES PER SPEC. <br />- I <br />8'-8" FLAT CLG. <br />o OW <br />E <br />@BASE <br />J� <br />I <br />��oro <br />1 3068 1 <br />ENTRY <br />16'-42' <br />4'-0" 5'-8" <br />3'-4° 3'-112" <br />18'-9" <br />2'-0„ 01. <br />o <br />- <br />o <br />� <br />PATIO <br />10 <br />00 <br />jF Y <br />R <br />A <br />TILE <br />_ <br />4G, <br />H10 <br />3__2868 2 68 ¢ <br />16 <br />S3 <br />0 <br />A <br />O <br />r� <br />- - - - <br />1141, 5 _ _ 15 - - - - <br />00 <br />"' <br />cc <br />S3 <br />NOTE: FINISHED <br />N <br />I~ <br />14 <br />---- I ---- <br />WALLS TO BE FLUSH. <br />�VERIFYINFIELD. <br />- 27 1113 <br />_ 8' 0" F AT LG. ° - _ _ _ _ - - <br />EDGE OF SLAB 2" <br />1 <br />I I <br />■ <br />OP W g i 12 <br />(0 WI E I 9----- 111i --- <br />- - - - <br />�10 <br />r <br />o� <br />BEYOND WALL <br />I I i <br />I I <br />_ <br />INR <br />`"I I HANSON BOX <br />8 8 <br />+42" <br />SLOPING <br />HALF WALL <br />J <br />TIC E X I @ 36" A.F.F. <br />�' I / P D DRYER VENT <br />K <br />I <br />I I <br />;Nn <br />S6 <br />OWNER'S SUITE <br />T � I I THRU WALL <br />S3 2 CAR GARAGE <br />I <br />I I <br />TYP @ 2 STORY <br />8'-8" LAT CLG. <br />R&S <br />8'-8" FLAT CLG. N <br />d <br />I O <br />C, <br />I <br />f <br />j <br />o <br />C RPET <br />N <br />_ i�).2 U#2 SPF __ <br />5 SH W/ (3)16d <br />16" DEEP ° 33 0TOENAILS <br />°' <br />I <br />I C, <br />j j <br />Iw <br />@ G I <br />I O <br />I <br />I <br />I I <br />ILu <br />I> <br />BASE S3 I <br />1 <br />2668 <br />1 1 o <br />I I <br />I110 <br />91- " FLAT LG <br />I <br />X <br />1 1 <br />10 <br />1 o <br />ILE i <br />•� <br />c2 <br />1O <br />14'-9" <br />I U) <br />13'-4' 3'-4' 5'-0" 7'-7" I <br />O <br />21'-42' <br />1 <br />I I <br />I LL <br />10 <br />■ <br />28 8 <br />I <br />I I <br />TB I I <br />2, 6" <br />I <br />I <br />I <br />I <br />Iz <br />i=, <br />I <br />- <br />j W.1.C' <br />O rn <br />w <br />w <br />O <br />__-- <br />__W_� <br />FIBERGLASS 0 <br />SURROUND I 8'-8" FLAT CLG. I <br />O I CARPET I <br />W <br />O <br />BUILDER TO PROVIDE <br />I <br />I K <br />I S4 <br />I <br />I <br />I <br />1 <br />M <br />T <br />36" X 60"PI L. J <br />APPLIANCE PROTECTION <br />N <br />I <br />I <br />I <br />I <br />SHOWER R&S <br />WHEN REQ MIRED PER FBC <br />L-------_-- <br />- <br />I <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 4 <br />S.H. <br />13 <br />20X38j <br />184X371 <br />S.H. <br />14 <br />20X501 <br />187'X50 <br />S.H. <br />15 <br />20 X 63 <br />18 - X 621 <br />S.H. <br />16 <br />20 X 72 <br />18 1 X 71 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />11-13 <br />271/4X38 <br />26x371 <br />S.H. <br />11-14 <br />274X501 <br />26x50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />274X72 <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 X 38 <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 j X 50 <br />S.H. <br />25 <br />37 X63 <br />364X621/2 <br />S.H. <br />26 <br />37X72 <br />364X711/2 <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 <br />S.H. <br />33 <br />54 X 38 <br />52 ' X 37 i <br />S.H. <br />34 <br />54 X 50 � <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 g <br />S.H. <br />36 <br />54X72 <br />524X71j <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 />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 />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />GC� <br />SEE SN SHEET HO 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 />11111111111111111111111 - '•' <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />A J TYP @ 2 H'B' REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />S3 S6 STORY SYSTEM <br />56-0" <br />AREA TABULATION "A1" <br />1ST FLOOR LIVING AREA 1793 <br />2ND FLOOR LIVING AREA 1103 <br />LIVING TOTAL 2896 <br />GARAGE 437 <br />FRONT ENTRY 26 <br />TOTAL AREA 3359 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONIC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />PLAN <br />Al <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />FIRST <br />FLOOR <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />I GARAGE SEPARATION JR-11/R-13 KRAFT FACED <br />SCALE: %4"=1 r-0rr (GARAGE / LIVING) <br />VV '1l'fG►rYi�pi�s�r <br />74 <br />Y a <br />a <br />+� IS <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 <br />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 />Engineer's signature and seal. <br />!- <br />Q <br />E OD CD <br />W N f0 Grcpp <br />N 9# <br />W <br />OO O 0) W <br />co C";N J IJL <br />r tk rb L.L. <br />0 <br />M 63 '10 J xk UJ W <br />-J - i.L _j CL CL <br />fA <br />Q <br />r- aww❑ <br />> u` d it Y <br />C) � <br />Z <br />•c W P g❑ <br />mQmo <br />W <br />.2N <br />'N o r m m 0 <br />W <br />� E c' _j 0 <br />NaMQ U F- J <br />" <br />�`.. <br />° U ❑❑❑❑ <br />W <br />z N <br />a <br />Z � N <br />z � � <br />Q V <br />J CJ <br />C, <br />Ln <br />m <br />Z <br />o <br />� <br />� <br />fQ <br />U <br />V% Y <br />w n <br />� <br />N <br />,^ <br />v , <br />.�T <br />W <br />E <br />N <br />o <br />A <br />r- <br />U m <br />w <br />C) 'o 2 <br />c CO <br />�0 <br />0 <br />sm <br />o <br />w <br />co <br />o <br />z <br />c E <br />w� <br />�o <br />r � <br />�'M <br />a. <br />o <br />sLL <br />z <br />z© <br />C9 <br />O E <br />tt F <br />i <br />00 <br />p <br />az <br />N � <br />�o <br />¢ <br />ttW <br />J <br />1...lu <br />o <br />m0 <br />Y <br />U <br />N0 <br />0 � <br />z <br />J <br />QW <br /><m <br />(n <br />F <br />z z <br />go <br />son <br />T°LLo� <br />3 <br />LL <br />a <br />.. <br />sonQ <br />C <br />do <br />M� <br />az <br />=3 <br />�0 <br />o <br />cfl <br />wa <br />�O <br />a <br />� <br />za <br />o3 <br />> CM <br />m <br />W <br />M <br />c� <br />'? <br />Ln <br />r <br />.-. <br />> <br />O <br />C mco <br />o <br />V � <br />00 <br />._ <br />J 04 <br />Lf) <br />N <br />T O <br />+ <br />M N <br />T � <br />t <br />^ <br />T <br />W� <br />M <br />�+ , <br />T <br />CM r' <br />i6 N <br />o <br />Z <br />E Q <br />a <br />E <br />U _j <br />Q p <br />c <br />JOB <br />NO: <br />20-1124 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.0 <br />