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TYP @ 1 STORY <br />A <br />S3 H.B. <br />\ <br />_ _ <br />286 2168 I <br />------------- <br />�— i I �J <br />o <br />V <br />I W <br />a <br />00 <br />Cl)�_p�- <br />---i I I K TYP <br />S4 GARAGE <br />U N <br />TILE iv I I I @ <br />o <br />I y <br />15'-02" <br />`° <br />-�—' OPENING <br />OPT. OP . W �D 1 I I I I <br />5,-0 20-04' I 7" <br />`.� FAMILY RM <br />b <br />DYE VEN I I I <br />2 CAR GARAGE <br />VAULT CLG. <br />CARPET <br />r�1 11 <br />=N 5-SHHANSON BOX 8 -O CLG.I 00M <br />M <br />�f <br />--�� —� N16" DE @ 36" A.F.F. 0 <br />IP <br />------- <br />I ¢L REF_ J 5 -O" L= <br />EDGE OF SLAB 2" I Lu 11 O <br />zo <br />=� <br />I <br />-- BEYOND WALL I O I I <br />Cl) <br />I <br />I X I I <br />2�' 2�� 2'I16" — — —t 20'-04' I I <br />cv <br />I <br />KLO 11 I I I I <br />V-47 Ir <br />0 <br />2:12 SLOPE <br />4'-0" CEILING <br />I <br />I <br />I <br />9'-6" CL <br />I `n I a Vv C9 I I I I I <br />El co <br />I I!X v l I I I <br />2'-6" �� Q I ENTRY <br />z! I I I <br />El <br />I <br />II O BUILDER TO PROVIDE I I S3 I j 8'-0" CLG. <br />III I W.H. APPLIANCE L <br />o <br />PATIO <br />I <br />I 53 — — — — — — — <br />I li� I I PROTECTION WHEN <br />I N ILL — — <br />� <br />= <br />o <br />° <br />CAFE <br />_ I L u— `I REQUIRED PER FBC <br />I <br />C_J )--— — — — — — — — — — — <br />q O <br />VAULT. CLGI I <br />0 <br />`O <br />K <br />r <br />co <br />CARPET I <br />16, I <br />8'-3" S3 101" 6'-8„ '-6" 3068 7'-48" 8, <br />C? <br />(3) 2x4 #2 SPF FOYER ! O I <br />w/ DTT2Z <br />o <br />"' <br />I <br />V <br />9 -6 CLG. l I I <br />Cl) <br />5'-8' <br />10" 4'-0"I <br />H AT 74" <br />------ 8" 1 ILL <br />I o <br />—�----- ! B.F. <br />TYP @ 1 STORY <br />R&S �N R&S =a zR&S <br />— — — — — _--- — N------- --- cn� z _ M — — — — — — — — — — — <br />00 166 <br />W. I i <br />S3 <br />(3) 2x4 #2 SPF _ <br />I w/ DTT2Z <br />.0 <br />N AHU 8'-0" CLG.` I 4068 B.F. 4068 B.F. <br />I <br />TYP @ 1 STORY <br />- <br />CARPET I 2668 `� 2668, <br />A CO <br />� <br />TIOWNER'S <br />8,_2" f 8, 0 2-44" 4,_2" 3,_74'8'�„ <br />S3 <br />1 <br />BEDROOM M <br />SUITE AN <br />00 <br />Loo <br />I <br />8'-0" CLG. <br />8'-0" CLG. <br />5-SH <br />16" DEEP N <br />CARPET ! <br />BEDROOM 2 <br />ON <br />co to <br />CARPET <br />LINEN C <br />R o <br />8'-0" CLG. <br />IT <br />( <br />�A <br />N <br />I <br />60"x36" <br />- <br />CARPET <br />cn O <br />N <br />o <br />— <br />SHOWER <br />� <br />L' <br />2, <br />- <br />15'-Oq' F <br />I <br />1„ TIILEL� <br />8 -52 ! <br />O <br />3 0 ul <br />10'-4" 5'-3 ' <br />10'-5" <br />01 <br />_ <br />IBERGLAS <br />N <br />F, <br />31 30 <br />�0P <br />BERGLASS "� <br />- <br />CS <br />AC PAD <br />I <br />DN <br />_�URROUND <br />T <br />TYP @ 1 STORY 25-SH <br />S3 O <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.OE 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 />20X26 <br />18JX25j <br />S.H. <br />13 <br />20 X 38 j <br />18 j X 37 j <br />S.H. <br />14 <br />20 X 501 <br />18 1 X 50 <br />S.H. <br />15 <br />20X63 <br />18�X62j <br />S.H. <br />16 <br />20X72 <br />18jX71# <br />S.H. <br />11­12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38j <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 50 j <br />26 x 50 <br />S.H. <br />11-15 <br />277'X63 <br />26X621/2 <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 j <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 j <br />36 4 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 />37 j X 72 <br />36 j X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />734WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 j <br />S.H. <br />33 <br />54 X 38 <br />52 X 37 <br />S. H. <br />34 <br />54 X 50 1 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 JX 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 />&H. <br />FLOOR PLAN - ELEV-Al <br />SCALE: %4'=V-0" <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 />Q <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />C <br />+28.3 / -30.8 <br />0 <br />+28.3 / -36.4 <br />+26.6 / -28.0 <br />r <br />+26.6 / -32.2 <br />�G <br />SEE SN SHEET HO SEE SN SHEET <br />ME <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 />Ii111111111111111 • - + <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 "Al (TRA) <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 45 <br />TOTAL AREA 2008 <br />INSULATION REQ. <br />/TYPE <br />EXT CONIC WALL I R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 1 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 1 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />I <br />r f + 4 'NN <br />Lj <br />/?0FE <br />SS0 <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 <br />of the drawing pages bearing <br />Engineers signature and seat. <br />W <br />�! <br />c`o m <br />v 8 et <br />N <br />® <br />V <br />it i# <br />O O O m O <br />M N N ONO LL LL <br />00 <br />.,:., ch m '� U- # W <br />0 <br />3 <br />' y M W y <br />ai5, as uo <br />> .` <br />�Z p0 <br />- <br />m m O <br />1%<,& <br />W <br />�o m <br />M r- <br />rn <br />a <br />E T _jo CL 2 <br />m <br />N Q M Z a O a <br />U H <br />O U ❑❑❑❑ <br />W <br />C <br />— <br />N <br />a <br /><c <br />13 <br />M <br />( o <br />v <br />LL <br />� <br />--d <br />V <br />.0 <br />Cn Y <br />L.UO <br />® a <br />N <br />— <br />u, <br />o <br />C6 <br />F— <br />U —m <br />u, m <br />= <br />E <br />I <br />o a, <br />em <br />o <br />M <br />w <br />M <br />I <br />o <br />z <br />q <br />® <br />=o <br />w1 <br />' <br />}0� <br />¢@ <br />z® <br />oa <br />U <br />F- <br />xo <br />O¢ <br />00 <br />U <br />< <br />O E <br />N <br />do <br />Qo <br />aZ <br />C: <br />- <br />y <br />mo <br />z� <br />m <br />Q W <br />2 <br />V, <br />¢ <br />Uo < <br />z <br />a z <br />C� ?J <br />O <br />Jz <br />=� <br />>° <br />o <br />�t <br />w� <br />z< <br />a <br />03 <br />12 <br />> CY) <br />L <br />m <br />M <br />0 <br />'' <br />c <br />00 <br />N <br />^ <br />Q15 <br />O <br />m <br />r <br />N <br />p <br />'V— <br />Z <br />L.C) <br />T <br />i cD <br />N r <br />T <br />Ew <br />VVM <br />N <br />T <br />M <br />0 <br />z <br />CID <br />Z <br />E O <br />N <br />ca <br />C <br />a <br />v <br />¢ a <br />C <br />JOB <br />NO : <br />20-0557 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />