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r <br />A. <br />58'-0" <br />T <br />T <br />A TYP @ 2 STORY <br />H. B. I 25-SH <br />CACPAD <br />AC PAD <br />10 <br />1026'-32„ <br />11Li <br />za - n - - z4 <br />_ _ _ _ _OPT. REF.1246� <br />_i„ <br />-16" <br />5-SH <br />DEEP'910 <br />w <br />12'-44' <br />B <br />FA ILY RM <br />I <br />I 5- <br />co <br />T <br />A <br />H 16" DEEP <br />;- <br />r <br />^ <br />IW <br />FLEX I z <br />8'-8" FLAT CLG. U3 <br />CARPET N I <br />i <br />I <br />o <br />N <br />- <br />I�+ <br />-- 1 r <br />I II D.W. I <br />III <br />M <br />9 <br />■ 8' 8" FLAT CLG. <br />ICARPET rTN <br />I NI <br />III I <br />i - -- - <br />I <br />( <br />I <br />1 <br />r <br />J 00 <br />S6 <br />O <br />60 <br />f <br />I <br />CAFE `D <br />8'-8" FLAT CLG. <br />CARPET <br />~ I 0 <br />I0 <br />Ir I <br />u_ ..... <br />I 0 <br />°' <br />i ' HU <br />i R/A <br />NOTE: FINISHED WALLS I <br />TO BE FLUSH. VERIFY IN I 1 - <br />FIELD. 40 0 <br />TYP @ 2 STORY <br />IL <br />HDR AT 7'-4" <br />I <br />o <br />o O0 1 <br />E � 16'-42 <br />(3) 2X4 #2 SPF W/ <br />o0 <br />(3)16d TOENAILS <br />@ BASE <br />4'-0„ 5,_8" <br />01 <br />z� <br />I <br />LOW WALL OR <br />SPINDLES PER SPEC. <br />l 3,-4„ 3'-112 <br />18'-9" <br />I i <br />3068 I <br />1 2'-0„ 01, <br />iv <br />8'-8" FLAT CLG. <br />ENTRY <br />- <br />O <br />0 <br />T <br />O <br />�' <br />PATIO <br />- <br />I <br />O <br />I <br />I <br />I <br />I <br />- <br />00 <br />I <br />FOYER <br />_A <br />TILE <br />2868 28681 ., <br />D2 <br />8' 0" F T LG. - <br />OP W <br />(o WIDE I <br />_ _ <br />16� <br />16-- ---- <br />14 <br />---- <br />1 13 _ <br />12 <br />--- <br />- <br />o <br />o <br />r <br />~ <br />0 <br />3 <br />� <br />� <br />N <br />rn <br />S3 <br />NOTE' FINISHED <br />WALLS TO BE FLUSH. <br />�VERI-FYIN FIELD. <br />H <br />I I 0 <br />I <br />LL <br />S3 <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />Q - - <br />S 5 <br />- - <br />O <br />N <br />■ <br />g <br />7- - - - - I <br />I <br />I <br />I <br />I <br />I <br />I <br />8- - - - - <br />9----- <br />111 <br />10 <br />HANSON BOX <br />„ <br />@ 36 A.F.F. <br />DRYER VENT <br />THRU WALL <br />10 <br />r <br />J <br />S6 <br />TYP @ 2 STORY <br />9 <br />OWNER'S SUITE <br />8'-8" LAT CLG. <br />C RPET <br />N <br />I <br />O <br />14'-9" 103'-4' <br />iv <br />8, 8„ T T x <br />I <br />OLOI M. D <br />T L y I i <br />+42"SLOPING <br />HALF WALL <br />K 2 CAR GARAGE <br />S3 <br />8'-8" FLAT CLG. N <br />�' <br />21'-42' <br />I <br />I <br />I I <br />1 <br />I 0o <br />I I <br />I O 0 <br />I Cr <br />I > <br />I 1 0 <br />I <br />cxo <br />I <br />I <br />I <br />I <br />I <br />I <br />11 <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />1 <br />I I <br />l lw <br />I I> <br />I Im <br />1 I <br />I I� <br />i 10 <br />I 10 <br />0 <br />N <br />v <br />it <br />5 SH <br />16" DEEP <br />F168 BA. <br />�J 33 37� <br />R&S <br />-)�-- <br />TOENAILS @ G I <br />BASE S3 ( <br />2668 <br />1 <br />7'-7" I <br />r <br />9'- <br />" F <br />T <br />LIG <br />ILE <br />3'-4' <br />5'-0" <br />d <br />■ <br />w I <br />�,� <br />W <br />ML---------- <br />I <br />1 <br />28 <br />8 <br />TB <br />FIBERGLASS <br />SURROUND <br />0 <br />36" X 60" <br />SHOWER <br />0 I W. I. C. I <br />I 8'-8" FLAT CLG. I <br />I CARPET I <br />R&S <br />2' <br />6„ <br />0 <br />BUILDER TO PROVIDE <br />io APPLIANCE PROTECTION <br />N WHEN REQ IRED PER FBC <br />I <br />I <br />I <br />I K <br />1 S4 <br />I <br />L--_.------- <br />I <br />I <br />I <br />I <br />I <br />I <br />'Joi <br />Iw <br />1 J <br />i <br />l <br />I <br />I <br />I <br />O N <br />1C. <br />I'll <br />T <br />07 <br />CID <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <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 />H$ <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 />184X254 <br />S.H. <br />13 <br />20X38g <br />184X37iq <br />S.H. <br />14 <br />20X50j <br />184X50 <br />S.H, <br />15 <br />20 X 63 <br />18 J X 62 -1 <br />S.H. <br />16 <br />20X72 <br />18jX71 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 j <br />S.H. <br />i H3 <br />27 1/4 X 38 <br />26 x 371 <br />S.H. <br />1 H4 <br />27 4 X 501 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 4 X 63 <br />26 X 62 1/2 <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 4 X 37 3/4 <br />S.H. <br />24 <br />37 � X 50 � <br />36 � X 50 <br />S.H. <br />25 <br />37 j X 63 <br />36 4 X 621/2 <br />S.H. <br />26 <br />37jX72 <br />36JX711/2 <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 J X 25 j <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 37 J <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 4 <br />S.H. <br />36 <br />54 X 72 <br />52 J X 71 j <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 class <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 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 />AA <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 />DE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />GC� <br />SEE SN SHEET OH 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 />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />H B ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />A J TYP @ 2 REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />S3 S6 STORY SYSTEM <br />56-0" " '-o" AREA TABULATION "All" <br />56'-68'-0" 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 I R-VALUE / TYPE <br />FIRST FLOOR PLAN Al <br />SCALE: %4"=1 r-0" <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-1KRAFT 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 />i <br />r <br />N\\t`004444iiitlP/�j�f� <br />•: <br />_p rJ <br />U <br />® <br />LQ <br />FES <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 <br />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 />IW- <br />98 <br />8 Co00 00 <br />N c0 N <br />N <br />V <br />O O <br />M N N a) <br />N 4t <br />� J <br />_j W LL u_ <br />M fG <br />N <br />14 <br />(�yM3 <br />41 <br />W , �jW <br />d Wa W O <br />13Z <br />0WPo¢¢ <br />otnm <br />ccoamo <br />0, m 0 Q <br />m <br />W <br />IL <br />m o <br />0 <br />,aoo= <br />ji <br />Z <br />N Q co z <br />Q_Q <br />a OLL <br />U H g <br />Z <br />� U <br />❑01�❑ <br />W <br />z N o <br />'o o <br />vz <br />v <br />Q <br />M <br />d N <br />WLn4. <br />� o <br />+}-'Jl <br />t V <br />_ <br />W O <br />a a <br />O <br />N <br />- T <br />w F <br />� � <br />a NO <br />U `O <br />u, <br />2 8 <br />0 <br />= t d <br />U 5 <br />c ul <br />Q a o <br />• <br />�0 <br />4m <br />r__ <br />O <br />CO <br />M <br />op z <br />w <br />z <br />wo,o <br />�LL <br />o <br />oI- <br />C <br />o E <br />K U <br />U <br />z <br />N <br />L <br />�o <br />�� <br />C <br />❑ <br />U <br />y <br />m o <br />oz <br />Z <br />Jm <br />Q W <br />w�z <br />Q. <br />o <br />LL <br />o <br />U <br />a <br />NW <br />W <br />Uo <br />�k <br />c <br />�o <br />}_ <br />o <br />v <br />w` <br />o.Q <br />o <br />°3 <br />O <br />J <br />> M <br />L <br />N <br />o> <br />m <br />^� <br />W <br />� <br />/`J <br />- <br />rO <br />W <br />O <br />�1 <br />0 <br />(v <br />LL <br />F_00 <br />50 <br />� <br />ca <br />2 <br />J <br />= <br />N <br />(.0o <br />� <br />r <br />ai <br />0 <br />CM r <br />o <br />N CV <br />z <br />z <br />c <br />E O <br />cc <br />c <br />a <br />0 <br />'a p <br />JOB <br />NO: <br />20-1132 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.0 <br />