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REF_ • _ <br />_ <br />5-SH <br />16" DEEP <br />24 24 24 <br />Z4 <br />39 <br />Z <br />I <br />10 <br />26'-32' <br />- t" <br />W <br />w <br />12'-44" <br />1J <br />t�i <br />i <br />�t <br />24 <br />I <br />co r <br />_ <br />Z <br />FLEX I w <br />I <br />= <br />O <br />PAT cn <br />I B <br />8'-8" FLAT CLG. 6 1 � <br />N <br />- <br />C9 <br />N <br />N I <br />FAMILY R M <br />I TN <br />5- <br />H 16" DEEP <br />CARPET I <br />I <br />v <br />- <br />= 1-_•_:, Y <br />1 11 D.W. i `� <br />■ 8' 8" FLAT CLG. <br />I N <br />III I <br />I <br />= <br />J <br />j O <br />I O _ <br />50 <br />CCARPET <br />TT IN <br />60 <br />o? <br />CAFE co <br />I iL _ __j <br />l El <br />~ I I <br />NOTE: FINISHED WALLS I <br />00 <br />S6 <br />TYP @ 2 STORY <br />r <br />I C7IEN <br />T <br />TO BE FLUSH. VERIFY IN <br />� <br />8'-8" FLAT CLG. <br />CARPET <br />El L <br />11 i IL <br />I HU <br />x i R/A <br />FIELD. <br />I <br />q <br />- <br />HDR AT 7'-4" <br />(3) 2X4 #2 SPF W/ <br />U_ I <br />1 <br />1 <br />o <br />(3)16d TOENAILS o. op <br />OW 1 <br />LOW WALL OR <br />SPINDLES PER SPEC. <br />1 <br />8'-8" FLAT CLG. <br />b O U 1 <br />E 16'-42' <br />@ BASE <br />4'_0' 518 <br />z� <br />Ji <br />I T-4„ 3'-112 <br />,L�orO <br />18'-9" <br />3068 I <br />2'-0" -01, <br />ENTRY <br />- <br />o <br />' <br />N <br />0 <br />`� <br />I <br />I <br />LO <br />50 <br />F <br />Y <br />R <br />PATIO <br />A <br />2_ -- 1 I H1 <br />H1 <br />TILE <br />I <br />t.I <br />41 <br />3 - `D - - <br />G 16 �� <br />- <br />o <br />q <br />rcocc <br />2868 2868 <br />15 <br />S3 <br />O <br />1' 4" 5-- -- - - - - <br />14 <br />N <br />S3 <br />NOTE: FINISHED <br />WALLS TO BE FLUSH. <br />LO <br />D2 6 <br />N <br />I� <br />- - - - <br />VERIFY IN FIELD. <br />8'0"F T LG. 7 - - - - - 1113 - <br />EDGE OF SLAB 2" <br />I U I <br />I <br />■ <br />00 -OP W 8 I 12 <br />I ---- <br />t- <br />BEYOND WALL <br />I I� <br />I I <br />IAIR <br />WI E I 9LL <br />10 <br />_ <br />1 <br />I <br />b <br />N <br />8'8"F TCN HANSON BOX <br />X <br />+42" SLOPING <br />HALF WALL <br />I <br />I I <br />J <br />I @ 36" A.F.F. <br />I /P D DTHRU <br />I I <br />I I <br />N <br />S6 <br />OWNE S SUIT E <br />O i WALNT <br />S3 2 CAR GARAGE <br />T <br />TYP @ 2 STORY <br />8'-8" LAT CLG. <br />T L „_ <br />I R&S <br />8'-8" FLAT CLG. N <br />i o <br />I O <br />1 F� <br />1 1 <br />1 <br />o <br />C RPET <br />N <br />_ 43)2)U #2.8PF __ _ <br />5SH d I <br />16" DEEP <br />rn <br />I I p <br />I i <br />I I <br />I <br />N <br />1 <br />TOENAILS @ G I <br />H <br />I O <br />I I <br />1 1 <br />w <br />15 <br />BASE S3 I <br />2668 <br />I l 0 <br />1 1 <br />l m <br />91- " FLATLG I <br />I r, <br />I I <br />I I <br />I m <br />10 <br />I <br />ILE I <br />C0o <br />�� <br />�b � <br />14'-9" "' <br />T43'45'-0" T-7" <br />214z <br />I <br />I <br />o <br />■ <br />28 <br />8 <br />I oil <br />TB <br />i � <br />2, <br />6„ <br />I <br />I <br />I <br />I <br />Iw <br />I J <br />U) I W.I.C. I <br />O ul LU <br />- <br />N w Mba <br />O <br />FIBERGLASS <br />SURROUND <br />I I <br />I $'$" FLAT CLG. I <br />CARPET <br />W. <br />p <br />BUILDER TO PROVIDE <br />Eo <br />I K <br />S4 <br />I <br />I <br />1 <br />I <br />T <br />36" X 60" <br />L_ J <br />APPLIANCE PROTECTION <br />N <br />I <br />I <br />I <br />SHOWER <br />R&S <br />WHEN REQUIRED 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 />H6 <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) - 1 314" 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 />18jX254 <br />S.H. <br />13 <br />20X38j <br />18JX371 <br />S.H. <br />14 <br />20 X 50 j <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20X72 <br />184X71 j <br />S.H. <br />11­12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38 <br />26x371 <br />S.H. <br />1 H4 <br />27 4 X 50 i <br />26 x 50 <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 1 X 26 <br />36 � X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 j <br />36 J X 50 <br />S.H. <br />25 <br />37 1 X 63 <br />36 J X 62 1/2 <br />S. H. <br />26 <br />374X72 <br />36JX711/2 <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 � 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 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />N/A <br />S.H. <br />C,anaral NntP_C <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 />CA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <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 />GC� <br />SEE SN SHEET U 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 />1 +34.0 / -44.8 <br />WALL LEGEND <br />IIIIIIIIIIIIIiIIiMASONRY <br />TYP. 2x FRAME WALL <br />1 BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />H B ONLY" ARE FLOOR SYSTEM SUPPORTING ONLYAND <br />A J TYP @ 2 REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />S3 S6 STORY SYSTEM <br />AREA TABULATION "A1" <br />1ST FLOOR LIVING AREA <br />1793 <br />2ND FLOOR LIVING AREA <br />1103 <br />LIVING TOTAL <br />2896 <br />GARAGE <br />437 <br />FRONT ENTRY <br />26 <br />TOTAL AREA <br />3359 <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 />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />� <br />CO <br />0 <br />c� <br />0 <br />� <br />N <br />MCID <br />z o <br />V o <br />Z o <br />Q M <br />d N <br />_ M <br />U) z <br />N <br />Q) � <br />' � <br />rl N_ Y <br />0 0 w <br />cn t~ ELn <br />dt] <br />U <br />w <br />0 8 <br />all <br />0 <br />o <br />z tml <br />0) M <br />14 <br />N N <br />.n <br />V U1 O d <br />� ^ d o w Z <br />Z� <br />J 2 o 0 a w <br />� �o <br />W a E cW w <br />W V¢'o.��A ! z <br />ZZ aW <br />V N 1 ¢ + <br />LLE Z h� Q <br />W � r Q <br />.. <br />22 <br />�.@,� <br />F E S'S�O <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 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 />o <br />M <br />w <br />Z <br />_ <br />o <br />� <br />14 <br />U_ <br />o_ E <br />� <br />w <br />W o <br />Z o <br />_® <br />oa <br />I- Cd <br />_� <br />O <br />XO <br />0U <br />� <br />Q <br />'0ZU <br />o� <br />N <br />W. <br />¢z <br />tt <br />a? no <br />inr <br />_. C <br />Q) <br />U <br />.2 <br />mo <br />o� <br />Z <br />Q W <br />J <br />rn <br />U� <br />F <br />p <br />EN <br />Z Z <br />d O <br />Tw <br />o- <br />~� <br />'S <br />CDra- <br />Uj <br />x3 <br />�0 <br />ii � <br />�' <br />CO <br />c 0 <br />0 <br />E2 <br />> M <br />L <br />M <br />N <br />`-� <br />O <br />CN <br />CL <br />m <br />00 <br />3 <br />Z <br />r <br />Ln <br />00 <br />N <br />T. Lf? O N <br />r <br />ai <br />M � <br />N <br />N W I\ <br />o <br />Z <br />CU <br />Z <br />`-° <br />E p N <br />E 2 <br />a <br />o '0m <br />U Q p <br />a�i <br />JOB <br />NO: 19-5903 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.0 <br />