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( <br />2668 2668 <br />A = <br />A <br />S3 <br />(4) 2x4 #2 SYP STUDS <br />I W1 USP HTT4 BASE <br />�° <br />c00 <br />15 <br />m <br />AHU �� I <br />8 -0 CLG. <br />C`31 <br />4068 B.F. 4068 B.F. <br />TYP @ 1 STORY <br />TYP 1 STORY <br />@ <br />`" <br />I <br />CARPET I <br />--------- _ _ _ _ � <br />= <br />a Iz 166 R&S = <br />x _ s <br />�o Z <br />------------------------- <br />— <br />6-8 <br />o <br />0" 4'-0"1 <br />R&S <br />fV <br />R&S tnic J N R&S <br />T —_ {- —_ —_ —_ —_ 20 8 <br />HT AT T-4" ' <br />S3 i <br />(4) 2x4 #2 SYP STUDS FOYER -TILE <br />16'-2" <br />8'- �2 <br />W/ USP HTT4 @ BASE A I I <br />- � 6 -8" 9'-6" CLG. <br />`~ <br />� 3068 I I <br />6�� <br />cNa <br />CAFE I <br />K <br />q O <br />I <br />S3 <br />c <br />CID 00 <br />Lo <br />VAULT. CLGI <br />CARPET I <br />I <br />III I <br />III" D.W. I <br />I <br />BUILDER TO PROVIDE — — 4 <br />APPLIANCE G.T. — — — — — — — <br />N <br />CO <br />--- <br />PATIO <br />I <br />III <br />_ <br />CC <br />_ <br />I <br />J <br />I- <br />N <br />PROTECTION WHEN r————— — — — — —— <br />S3 D <br />"x20" <br />0 <br />4'-0" <br />I o <br />I I O �' <br />2'-6" <br />REQUIRED PER FBC I I I I <br />_ I S3 I I <br />SO. <br />PILASTER W/ (4) <br />T <br />2:12 SLOPE <br />CEILING <br />I <br />I CO <br />I I <br />I <br />LL <br />0 <br />R <br />v <br />iv U I I I <br />x G I I I ENTRY <br />#5 VERTICALS. <br />GROUT SOLID. <br />(SEE ELEV. FOR <br />I <br />Y <br />I O z <br />I 0 <br />Q I I 8'-0" CLG. <br />HEIGHT). 4x4 P.T. . <br />#2 SYP WD. POSTC <br />TO SIT DIRECTLY1-4 <br />IN CENTER W/ <br />I l <br />. <br />USP PA44�YP OF <br />TW <br />N <br />I <br />2" 216" <br />S3 <br />; 20'-04" I I <br />—I— _j <br />I <br />I r <br />II p I <br />I o I I <br />I "' <br />I <br />- <br />_ _ <br />06 <br />AN1 RY <br />o_ <br />W <br />I I I <br />EDGE OF SLAB 2" I I I <br />BEYOND WALL I I O <br />c <br />-' <br />- - - - - - -- <br />r <br />I <br />i <br />OEr <br />PT. <br />REF. <br />IIns <br />'4 <br />I w l l <br />BO <br />N <br />N <br />16'SDE P <br />T <br />2 CAR GARAGE <br />THRU WALL <br />I m I I <br />HANSON BOX <br />FAMILY R M <br />8'-0" CLG. I I 1 1 <br />I� <br />— -- — <br />= <br />36 A.F.F. <br />10 <br />CARPET <br />` <br />I <br />I <br />1Kio <br />i <br />WW a.ZDA <br /><a <br />iv <br />I I I I <br />I I I <br />— <br />i� <br />i <br />fn z <br />D <br />S3 <br />I I <br />-1'-" <br />N_ _ <br />� <br />I----------- <br />286 <br />TIE <br />2868 <br />4 <br />fV <br />A <br />S3 TYP'@ 1 STORY <br />01 <br />H.B.T <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/ 112" <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 J X 25 j <br />S.H. <br />13 <br />20X38j <br />18}X37j <br />S.H. <br />14 <br />20 X 50 j <br />18 } X 50 <br />S.H. <br />15 <br />20X63 <br />18jX62J <br />S.H. <br />16 <br />20X72 <br />18jX71j <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />433 <br />27 1/4 X 38 j <br />N/A <br />S.H. <br />j 34 <br />27 J X 50 1 <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 <br />S.H. <br />134 <br />N/A <br />26 x 50 <br />S.H. <br />435 <br />27 J X 63 <br />26 X 62 112 <br />S.H. <br />j36 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />371X26 <br />36jX251/2 <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 j X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 } X 62 112 <br />S.H. <br />26 <br />37 j X 72 <br />36 j X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 } 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 � X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 j X 50 <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 />52 } 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 />• Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Door between <br />garage and residence shall be equipped with solid doors not <br />less than 1 3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1 3/8" thick, or 20-minute fire -rated doors. <br />• Duct Penetration. Ducts in the garage and ducts penetrating <br />the walls or ceilings separating the dwelling from the garage <br />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 <br />openings into the garage. <br />• Other penetrations shall be protected as required by section <br />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 opening of an operable window is <br />located more than 72 inches above the finished grade or surface <br />below, the lowest part of the clear opening of the window shall be <br />a minimum of 24 inches above the finished floor of the room in <br />which the window is Iocated.Operable sections of windows shall <br />not permit openings that allow a 4-inch-diameter sphere where <br />such openings are located within 24 inches of the finished floor. <br />Chapter 45 Private Swiming 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 a 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 />see Sht. SN1 for installation detail. <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 />0 <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 />O <br />+26.6 / -32.2 <br />11 <br />SEE SN SHEET �H 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 />Illlllllllillllll - •• <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 1113111 <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 />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 />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />m <br />CD �_- <br />z M <br />z <br />Z <br />Q <br />a <br />z <br />0 <br />Cn C9 <br />w <br />•U — <br />O LU <br />E <br />U <br />w <br />�M <br />c to <br />■ _ <br />O o <br />U <br />U_ <br />05 <br />.-' c., <br />4J Q..J O <br />—• r, <br />"� a <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code -Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z N <br />0 o <br />M C <br />M <br />Q 'gyp Ln <br />H L_ U_ <br />CL .-. <br />a � a� <br />Q <br />E00 <br />W <br />Z <br />JCD <br />d' <br />J <br />W <br />�a <br />cOU <br />W <br />Z <br />ZGCJ <br />S�OE� <br />N <br />z <br />Ln <br />LL <br />to 3 <br />(V <br />U <br />= <br />T <br />LL <br />�0 <br />N <br />U4� <br />Q <br />Z <br />N� <br />u. P <br />W <br />I <br />w <br />� g <br />m <br />N <br />Z <br />Z <br />W <br />w <br />° <br />O <br />06 ,'_ <br />t <br />:5 <br />_ <br />to <br />w <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO' 10 <br />SHEET NO. <br />1.0 <br />