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0 <br />0 <br />0 <br />0 <br />r <br />10 <br />PATIO <br />Q O <br />00 <br />L <br />TYP @ 1 STORY <br />/ A <br />O LO <br />N <br />TYP @ 1 STORY <br />S3 <br />\\ <br />\\ <br />I <br />W <br />\\ <br />J <br />0 <br />J <br />\ <br />r <br />w <br />I <br />\ \ 15'-Q" <br />\ <br />FAMILY <br />R M <br />\\ I <br />VAULT CLG. <br />\ CARPET <br />\ <br />\ <br />T <br />r <br />\ <br />N <br />I <br />\ <br />�---------+ <br />I <br />I <br />I <br />I <br />M <br />N <br />I <br />I <br />1 <br />I <br />2:12 SLOPES <br />l <br />1 <br />1 <br />CEILING <br />i <br />I <br />I <br />I <br />I <br />(o <br />CAFEI <br />I <br />I <br />, <br />VAULT. CLG <br />I <br />CARPET <br />1T-18' I <br />I <br />I <br />rn <br />O <br />S3 <br />=(3) 2x4 #2 SPF <br />1 w/ DTT2Z <br />OWNER'S <br />SUITE <br />8'-0" CLG. <br />CARPET <br />c'M <br />15' <br />S3 <br />u, <br />00 <br />N <br />T <br />�Now,'��_ <br />y <br />ll <br />; <br />i <br />OM <br />■ <br />5-SH <br />16" DEEP <br />TYP @ 1 STORY <br />R&S <br />20'-7$" <br />2 CAR GARAGE <br />8'-0" CLG. <br />r HANSON BOX <br />@ 36" A.F.F. <br />(O <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />dK <br />I 1 I <br />/x00 <br />- CJ <br />111tilQ< <br />BUILDER TO PROVIDE <br />H' APPLIANCE <br />N PROTECTION WHEN <br />REQUIRED PER FBC <br />------------- <br />8'-0" CLG. <br />CARPET I06 <br />8'-2" 1 <br />I <br />00 <br />00 <br />zCc <br />N <br />30 <br />0 <br />I <br />- - - - - - - - - - - <br />Ft <br />I K <br />I I I S4 <br />I I I <br />I I I 1 TYP <br />I I @ GARAGE <br />111 -1 OPENING <br />II <br />1 <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />D <br />CC I I S3 <br />S3 L --- <br />_ G.T. _ <br />0 <br />0 <br />0 <br />0 <br />W_ <br />Cr O <br />uJ <br />O <br />0 <br />0 <br />0 <br />.(0 <br />' NTRY <br />8'-0" CLG. <br />33 -104 6 8„ 3068 1 <br />(3)2x4#2SPF FOYER <br />`n w! DTT2Z TILE - I I <br />9'-6" CLG. ! I I <br />it <br />I I <br />H AT 7'-4" <br />20 1111111111111111 It <br />B. <br />SIN R&S P2668 <br />-� R&S <br />- - - - - - - - - - - M ------------ <br />z <br />- - <br />N - <br />R&S4068 B.F.~1 4068 B.F. <br />2668 <br />8'-0" 2'-4" 14'-2" T-721 8 8s - <br />OCrl 60"x36EASHOW"E <br />R 6°� <br />oTIU')3 <br />-0 <br />�IBERGLAS: <br />�URROUN <br />CV <br />BEDROOM 3 <br />8'-0" CLG. I <br />CARPET <br />25-SH <br />O <br />10'-4" <br />BERGLASS <br />JRROUND <br />11 IN <br />�'•• <br />i <br />24"x24" CMU BASE <br />COLUMN w/ (4) #5 <br />VERTICALS <br />GROUT SOLID <br />(SEE ELEV. FOR <br />HEIGHT) <br />4x4 P.T. #2 SYP <br />POST TO SIT <br />DIRECTLY IN <br />CENTER W/ <br />SIMPSON ABU44 <br />(2 TYP.) <br />TYP @\ 1 STORY <br />r A <br />O <br />CN <br />N <br />N <br />19 <br />EO <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) - 1 314" 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' <br />S.H. <br />13 <br />20 X 38 j <br />18 4 X 37 j <br />S.H. <br />14 <br />20X50j <br />184X50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20X72 <br />18X71 <br />S.H. <br />11­12 <br />271/4X26 <br />26X25 <br />S.H. <br />1 H3 <br />27 1/4 X 38 i <br />26 x 371 <br />S.H. <br />1 H4 <br />27 4 X 50 <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 />11-116 <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 J X 38 j <br />36 4 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 4 X 62 1/2 <br />S.H. <br />26 <br />37 1 X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 <br />S.H. <br />33 <br />54 X 38 i <br />52 4 X 37 i <br />S.H. <br />54X50i <br />524X50 <br />S.H. <br />35 <br />54 X 63 <br />52 j X 62 j <br />S.H. <br />36 <br />54 X 72 <br />521 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 />FLOOR PLAN - ELEV-Bl I <br />SCALE: %4'=1'-0" <br />General Notes <br />R302.5 DwellinglGarage 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 112" 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 />A <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 />OE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />GC� <br />SEE SN SHEET Q 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 />MASONRY HGT. @ 8'-0" A.F.F. <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 11131" (TRB) <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />TOTAL AREA 2005 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC 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 <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />0- <br />�h NN <br />Ugyp • �r� <br />N <br />Ft O <br />6-C <br />CC yn <br />1 <br />To the best of the Engineers 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 />/�/ <br />E co Co <br />CD <br />� t9 <br />y' M M W LL N <br />o W LL a s <br />Z <br />oc:v � o <br />o m O <br />y <br />.: <br />`. W <br />.T m <br />o�mrn ¢ Q <br />W <br />(n Jpa <br />00 z of a CD <br />10 Cl)¢ O M <br />`x" <br />N O � <br />Z <br />., W <br />❑�❑ <br />(D M cn <br />z N M <br />- � o <br />z <br />z o <br />Q <br />a <br />N <br />- N <br />z B <br />L <br />0 <br />� <br />� <br />O <br />N <br />S <br />,ULn <br />� <br />c <br />LU m <br />r J E <br />=® <br />mop_ <br />U <br />O N <br />CD_0 <br />O <br />c <br />[V <br />o <br />w <br />coto <br />CM <br />z <br />o <br />Z <br />Z¢ <br />iZ E <br />O <br />=o <br />�0 �� <br />W <br />g <br />�o <br />�® <br />FCU <br />0() <br />a' <br />0 0 <br />0z <br />O <br />N <br />a� <br />�q z <br />Q <br />w z <br />r <br />L <br />_ C <br />O <br />z <br />0 <br />m , <br />O <br />z <br />-� <br />m <br />Q W <br />�0 <br />h <br />N <br />Q � <br />F" <br />00 ¢U <br />LL <br />O <br />a <br />U <br />Sao <br />dnz <br />r� <br />~ <br />00 <br />z� <br />�0 <br />O <br /><t <br />za <br />0 <br />03 <br />o"'t <br />;n <br />> C6 <br />L. <br />m <br />0 <br />N <br />co <br />N <br />00 <br />N <br />r <br />CU o <br />O) <br />Lu^, <br />. <br />= CV <br />r <br />I <br />I <br />1 <br />r <br />(0 <br />r r- <br />r <br />N <br />"�' <br />0 <br />CU <br />z <br />E <br />coca <br />2 <br />C <br />a <br />E <br />0 _j <br />Q p <br />JOB <br />NO: <br />20-8077 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />1 <br />