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2 <br />00 <br />00 <br />IL <br />0 H. <br />35-SH <br />0z <br />J:l <br />U) <br />_j <br />-::i <br />_____I70YP <br />60- <br />Cj <br />IJLJ <br />C14 <br />Uj <br />--ILE <br />4 <br />-1j" <br />30'�Q" <br />2'-3" <br />A <br />N <br />CAFE <br />FAMILY ROOM VAULT.CLG. <br />J__ <br />CARPET <br />VAULT. CLG. <br />CARPET <br />r7AM71 <br />PATIO co <br />UWH. <br />--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - <br />00 <br />­8_68 <br />2:12 SL PE <br />(4) 2x4 #2 SYP <br />STUDS W/ USP <br />HTT4@ BASE <br />C I <br />.x OWN R'S <br />SUI E <br />8'-0" FLAT CLG. <br />TYP @ 1 STORY CARPET <br />Lu <br />L6 <br />N <br />W. I.C. <br />8'-0" FLAT CLG. <br />M ®r CARPET <br />M. <br />IN ,,I <br />H.B. <br />S-8" 2'-8" 4'-3" <br />R -y' ERVENT <br />TH RU ROOF <br />Fl <br />41 ul <br />Ia. w <br />10 it <br />1 <br />PAN' <br />Lu <br />XLu <br />0?0 :LAT <br />% - nt <br />2668 <br />SHOWER <br />FIBEALASS <br />SURROUND <br />TI <br />30 [0-A 9 <br />- - - 10 or ----- - <br />R&S <br />--------------- - <br />IN V-34" FS-F1 X-84" <br />4068 B.F. <br />14 <br />1 V-4" <br />60 <br />BEDROOM 2 <br />8'-0" FLAT CLG. <br />CARPET <br />9 imi I <br />C&aaa <br />FIBERGLASS <br />SURROUND <br />b, <br />81 .011 <br />F cL <br />U_ - <br />D <br />- <br />ILE,_ <br />CARPET <br />9'-4" FLAT CLG. <br />10'-4"HALL- <br />S <br />F7!A11 <br />00 <br />W <br />U: <br />Co <br />CD <br />3068 <br />4'-8" 1. 1 -.4" <br />ENTRY <br />8'-0" FLAT CLG. <br />L_ _V_ _j <br />HANSON BOX @ <br />36" A. F.F. A <br />T <br />EDGE OF SLAB 2" 0) <br />BEYOND WALL <br />2-CAR GAR GE <br />8'-0" FLAT CLG. <br />2668 <br />Y-10" <br />'BEDROOM <br />I8'-0" FLAT CLG. <br />CARPET <br />EGRESS I <br />25-SH <br />0 <br />119 <br />T-O" <br />0 <br />L---- t --- Xj <br />R&S <br />4068 B.F. <br />9'-8j" <br />ED,ROO� 4 <br />8'-O'FLAT CL <br />CARPET <br />U) <br />uJ <br />Cr U) <br />a us <br />LU M <br />10 CD <br />Ul) <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2XII 0 #2 SYP W/ 1/2' <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FILITCH PLATE <br /><@>(2) <br />- 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2600 PSI <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2600 PSI <br /><e(2) <br />> <br />- 13/4" X 16" <br />LVL 2.OE Fb=2600 PSI <br />(2) - 13/4" X 7 1/4" <br />LVL 2.OE 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 JX 25j <br />S.H. <br />13 <br />20 X 38J <br />18JX 37J <br />S.H. <br />14 <br />20X50j <br />18 j X 50 <br />S.H. <br />is <br />20 X 63 <br />18 j X 62 4 <br />S.H. <br />16 <br />20 X 72 <br />184X 714 <br />S.H. <br />11-12 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />11-13 <br />27 1/4 X 38 j <br />26 x 37 <br />S.H. <br />11-14 <br />27 j X 50 j <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />27JX 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36 j X 25 1/2 <br />S.H. <br />23 <br />37JX38j <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37JX50j <br />36 4 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 />37JX72 <br />36 j X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73JWIDE <br />S.H. <br />32 <br />54 X 26 <br />52JX254 <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 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 j X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />524X 714 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />L_ <br />79 X 59 <br />N/A <br />I <br />S.H. <br />I <br />General Notes <br />R302.5 Dwelling/Garage Open ing/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 13/8" in thickness, solid or <br />honeycomb -core steel doors not less than 13/8" 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 R302.1 1, 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 />K-A <br />+29.7 -30.8 <br />+29.7 / -39.2 <br />K F, <br />Q� <br />+28.3 -30.8 <br />+28.3 / -36.4 <br />+26.6 -28.0 <br />V <br />+26.6 / -32.2 <br />Q8� <br />SEE SN SHEET J�Lj <br />_"% SEE SN SHEET <br />6 <br />PH <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 />MASONRY HGT. @ 9-4- A.F.F. <br />TYP. 2x FRAME WALL <br />INTERIOR 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 <br />1 ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <br />FIRST FLOOR PLAN - Al <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-1 1/R-1 3 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 />SCALE: Y4"= 11-011 <br />GARAGE SEPARATION <br />I (GARAGE / LIVING) <br />R-11/R-13 KRAFTFACED <br />I <br />0- <br />C-/> <br />LU <br />C) <br />0 LU <br />(A = <br />120 <br />vi =:) <br />ru , <br />C) <br />I LU <br />cr) <br />c) <br />c� <br />8 <br />Cl� 76 <br />< <br />i:z <br />0 <br />A_L <br />ED. <br />'IT <br />p <br />U) <br />05 U_ <br />:9 j�,- <br />LU <br />in10 <br />g 0 <br />ta <br />UM <br />LU <br />0 <br />W*�.FDS COX. <br />To the best of the Engineers howledge, 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. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />w w1ennarTarnpaxorn <br />UJ <br />z <br />Z <br />> <br />cr_ <br />0 <br />z <br />0 <br />_3 <br />CL <br />U_ <br />0 <br />U <br />Ch <br />R0 <br />U 0 <br />z <br />Cal <br />LL <br />Uj <br />Ln <br />Lij <br />Z <br />LU <br />2: <br />< <br />< <br />z <br />00 <br />co <br />06 <br />Z <br />z <br />:5 <br />LU <br />0 <br />3: <br />SCALE AS NOTED <br />DATE 10/29/2018 <br />TECH: MIAMES <br />VERSION NO' 4mO <br />SHEET NO. <br />0 <br />