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3 <br />v <br />A J TYP @2 <br />S3 S6 STORY H.B. <br />+ <br />- - - - - <br />I I <br />I <br />O <br />36" X 60" <br />SHOWER <br />O <br />R&S <br />r , <br />I I <br />- BUILDER T PROVIDE <br />N APPLIANCE PROTECTION <br />- - - - - - <br />I TYP <br />v <br />= <br />O to <br />tncn <br />w <br />FIBERGLASS <br />1 I <br />W.I.C.I <br />W. <br />WHEN REQUIRED PER FBC <br />I <br />I GARAGE <br />K I I <br />I I <br />��" <br />w <br />SURROUND <br />�1 <br />1 8'-8" FLAT CLG. I <br />O <br />I OPENI <br />I I <br />I CARPET I <br />2' 6" <br />I <br />I I <br />3'-4' <br />28 <br />8 <br />T 4' <br />14'-9" <br />5'-0" <br />TBIJ1 <br />I 7-7" ( <br />21'42" <br />I <br />I <br />I <br />MAST R SUITE <br />in <br />; ° <br />0 <br />2 CAR GARAGE <br />it <br />0 <br />8'-8" LAT CLG. <br />KA I <br />8 -8 FLAT CLG. AFF <br />I I I <br />C RPET <br />2068 I. 8'- " F T LG 2668 I <br />I I I I <br />LI EN ILE (3) 2X4 #2 SPF gG <br />SHoW/ DTT2Z @ <br />N <br />16" DE EP <br />N <br />TYP @2STORY <br />_ _ <br />-----R&S-- _J <br />°' <br />1 I co I I <br />N <br />iv <br />J <br />I <br />P W -PLUMBING LINE T <br />K <br />I I I <br />I I I <br />S6 <br />O SECOND FLOOR <br />S3 <br />I I I <br />HANSON BOX <br />I I I <br />FU @ 36" A.F.F. <br />1� <br />+42"SLOPING <br />I I I I <br />Fo <br />U DRYER VENT <br />' _ I WALL 10 <br />HALF WALL <br />I H I I <br />I C7 I I <br />�fl <br />_THRU <br />� j D 9---- - - - - <br />OE OP <br />I <br />II II <br />I --- <br />I 8 I 12 <br />0) <br />EDGE OF SLAB 2" <br />�ry <br />I I I I <br />T LE WIRE_ - - <br />7----- 1113 <br />BEYOND WALL <br />I I <br />� <br />= <br />Iw <br />---- <br />1'-4" SH LF 5 6 <br />NOTE: FINIS ED <br />- - 14 <br />WALLS TO BE FLU H. <br />O N <br />°0 <br />- - _ - <br />5 <br />15 <br />CC <br />S3 <br />VERIFY IN FIELD. <br />T <br />Cl) <br />__ __ _ <br />2868 S3 - =' - - 16 <br />N <br />(:Si3 <br />o <br />- <br />q <br />4'-0" <br />I <br />3 EL <br />M <br />- - - <br />o - 2 I I H2 <br />H2 <br />• <br />8'-8^ <br />LAT <br />LG. <br />PATIO <br />I FLR. G.T. <br />2'-0" <br />0 <br />16'" <br />ITILE <br />4'-0" 5'-8" 3'-4" 3'-112" <br />18'-9" <br />2'-0' <br />q <br />N <br />co <br />- <br />ir; O co <br />3 2X4 #2 SPF W/ <br />() <br />w I I <br />of <br />LOW WALL OR <br />�6'6, <br />1 <br />3os8 1 <br />ENTRY <br />°D <br />,� <br />o <br />u7 <br />I <br />w/ DTT2Z @BASE z <br />UJ <br />RAINING PER SPEC. <br />I <br />'-8" FLAT CLG. AFF <br />I J <br />-7 • • • • <br />r <br />HDR AT <br />AV - <br />- <br />FA ILY RM <br />I .... <br />R I <br />I <br />Q <br />FLR. G.T. <br />17_ <br />I <br />8' 8" FLAT CLG. <br />CARPET tiN <br />CAFE <br />8'-8" FLAT CLG. <br />C7 <br />0 <br />1 <br />I O <br />1 <br />I I I <br />I <br />AH <br />- <br />v <br />NOTE: FINISHED WALL <br />TO BE FLUSH. VERIFY ly <br />FIELD. <br />1 <br />,. <br />.1 <br />-0 <br />IL <br />I <br />� <br />I O <br />co <br />w <br />I O <br />TYP @ 2 STORY <br />oT <br />CARPET <br />I <br />I' <br />I <br />O <br />FLEX_jQ <br />I <br />J <br />00 <br />III <br />I <br />8'-8" FLAT CLG. <br />S6 <br />I <br />1 I 1 <br />D_W'_i <br />z <br />EP <br />�N <br />CARPET <br />co <br />_� j <br />R <br />PANTRY <br />= <br />O N <br />I <br />= <br />I <br />- <br />w <br />o <br />L <br />I N <br />IU <br />to <br />ILu <br />26-4' <br />_ „ i2 <br />^ <br />12'-44" <br />11 1-1 <br />5T4 <br />IQ <br />&D <br />= <br />fn <br />'n <br />I o <br />10 <br />AC PAD <br />AC PAD <br />21 21 24 <br />- - - - - <br />OPT. REF. <br />2{ ' <br />T <br />5-SH <br />16" DEEP <br />I <br />I LL <br />O <br />If <br />Iw <br />I? <br />H.B. 25-SH <br />A Oq J TYP @ 2 STORY <br />S3 S6 <br />33'-9" <br />HEADER SCHEDULE <br />SIZE <br />REMARKS <br />KHEADER <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <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 />184X37i <br />S.N. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX624 <br />S.H. <br />16 <br />20 X 72 <br />18 j X 714 <br />S.H. <br />11-12 <br />271/4X26 <br />26X254 <br />S.H. <br />11-13 <br />271/4X38 <br />26x371 <br />S.H. <br />1 H4 <br />27 j X 50 j <br />26 x 50 <br />S.H. <br />1H5 <br />27 X63 <br />26X621/2 <br />S.H. <br />1H6 <br />27 X72 <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 381J <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 } 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 />37JX72 <br />36}X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 } X 25 <br />S.H. <br />33 <br />54 X 38 <br />52 X 37 <br />S.H. <br />34 <br />54 X 50 <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 j 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 />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 />�E <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />O G <br />SEE SN SHEET O, SEE SIN SHEET <br />� 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 />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" <br />FIRST FLOOR LIVING 1793 <br />AREA <br />SECOND FLOOR LIVING 1103 <br />AREA <br />LIVING TOTAL 2896 <br />GARAGE 437 <br />FRONT ENTRY 26 <br />TOTAL AREA 3359 <br />FIRST FLOOR PLAN - Al <br />INSULATION REQ. <br />LOCATION <br />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 />�/ <br />SCALE: 14 r=1 c-0rr <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />O <br />�� <br />0 <br />CD <br />�11ti1f8PFfFt, ��� <br />,Nt. <br />i <br />•� <br />W <br />^� <br />IF <br />1 <br />\d1 <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specificadons contained within these <br />drawings comply with the 2017 <br />Florida Building Code <br />- <br />Residential 6th Edition. Engineers signature and seal <br />Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />� <br />Q <br />(o' <br />C -• N N iF <br />FA 0 <br />N N LL <br />aO <br />0) <br />.?"ink <br />tL_ja <br />0 LL N U. <br />6 <br />.4�cLL <br />ui M W t <br />� <br />Z <br />Q •a <br />v& O F <br />. , m o <br />m <br />¢ <br />Wi <br />Z <br />Ea,cn o IL <br />Na zo Lo <br />Ov <br />WLL <br />❑❑❑ <br />z N Q <br />z <br />z <br />a � <br />N <br />'z^ <br />■ <br />v LL <br />ate-+ <br />OW <br />� <br />N <br />c E <br />o <br />U 0n <br />® <br />o <br />I <br />U s <br />CS S <br />x <br />0 <br />s� <br />�W <br />M <br />Z <br />o I <br />w� <br />iz <br />U <br />�o <br />w� <br />�� <br />_• <br />Q <br />I- @U <br />�o <br />0 � <br />Z <br />o C <br />E <br />N <br />�a <br /><o <br />g Z <br />Tw <br />W0 <br />a? <br />• c0 <br />= <br />'.Yz� <br />'0 <br />ZCO_ <br />N J <br />� <br />iN <br />Z <br />o <br />W <br />i 3 <br />5a <br />U <br />a <br />�G <br />On u. <br />z <br />_ <br />cO <br />� <br />o� <br />za <br />a x <br />o� <br />o3 <br />0 T <br />�cy) <br />ui <br />LU <br />z <br />�> <br />CD <br />� <br />� m <br />Z <br />CD <br />`-' <br />m <br />d' <br />Z 04 <br />N <br />= <br />o <br />T <br />E <br />04 <br />M M <br />Z <br />Z <br />E - <br />y CD <br />ca <br />c <br />a <br />U <br />Q p <br />c <br />JOB <br />NO: <br />20-1787 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.0 <br />