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3 <br />0 <br />cc <br />rn <br />rl- <br />rn <br />a <br />u7 <br />CV <br />v <br />S <br />Go <br />N <br />0 <br />J <br />0 <br />v <br />I I <br />I I I I <br />I II <br />S6 <br />o <br />TYP @ 2 STORY <br />I I <br />I .I <br />I I I I <br />1 4 1 5 1 6 1 7 <br />I I <br />I8 <br />= U_ <br />v= <br />TYP @ 2 STORY <br />Cl) <br />--- <br />- <br />p <br />10 <br />O <br />11 <br />� <br />OLO <br />W <br />19 <br />��- <br />SUITE <br />I <br />i <br />I <br />T <br />(Q <br />LOFT <br />8'-0" FLAT CLG. <br />= <br />co <br />T <br />ROOF G.T. <br />13 <br />t <br />N H2 4 <br />O D2 <br />H3 6 <br />-- <br />14 <br />I <br />_ _ _ <br />15 <br />D2 <br />8'-0" FLAT CLG. <br />I <br />CARPET <br />CARPET <br />R.A.G. <br />- - - <br />16 <br />2 <br />s <br />� <br />16'-8" <br />g'_72'" <br />14'-8" <br />� <br />^LN <br />3 _ <br />2'4" <br />6-10" <br />5-4„ 2'-6" <br />I <br />286 <br />o�' <br />I <br />a <br />u_ V)w <br />I <br />( <br />3 I <br />D2 <br />0 <br />w �fO <br />10 <br />I <br />SIM. <br />I m <br />w/ (5) STUDS t o <br />mAUt <br />r <br />1 11 <br />y/ I 00 <br />co to <br />ml a <br />I 60 <br />' <br />o <br />rs1EO <br />1 <br />I ATTIC �� ' I <br />� <br />-------� <br />8 <br />LA <br />CL <br />LA ----� I <br />BEDROOM 2 <br />o <br />►LE <br />8'-0" FLAT CLG. `oi <br />I <br />6 <br />I <br />HU <br />CARPET OIx <br />w <br />' <br />N <br />4'-0" <br />5' <br />10 0 <br />6'-1 ' <br />Q 5'-4" 2 -4 ' ,� <br />13'-73" <br />H 1 <br />D2 <br />N <br />M <br />bo <br />t <br />2668 <br />p <br />FI BERGLA <br />- <br />PE <br />SURROUN <br />R&S <br />o_ <br />� 0° <br />v_ <br />_ <br />- - - - - - - - - - - - - <br />2668 <br />60"X36" <br />--- -- <br />-- <br />=w z <br />m <br />2'_3" <br />SHOWER <br />'T <br />�o z <br />0 <br />iv <br />io <br />_j <br />N <br />4068 B.F.rM <br />in <br />O <br />' <br />N <br />J <br />00 <br />N 4068 B.F. <br />3' <br />i„ <br />S6 <br />o <br />I <br />I <br />TYP @ 2 ST <br />RY <br />It <br />"' <br />74" <br />4'-2z <br />0 <br />o <br />I <br />1 <br />7'-101" <br />2 <br />13'-0" <br />1� <br />1 <br />I - - <br />�� <br />1 - <br />i <br />ROOF G.T. - - <br />- <br />- <br />� <br />%0"F <br />TC G. <br />'� <br />BEDROOM 30.1 <br />H2 6 <br />3 <br />I W. I. C. <br />' B <br />E D R O M 4 <br />O <br />8'-0" FLAT CLG. <br />D2 <br />D2 <br />18'-0" FLAT CL <br />. i <br />8'-0" FLAT CLG. <br />CARPET <br />CARPET <br />to <br />I <br />I <br />I TYP @ 2 STORY <br />I <br />f° <br />I <br />I J <br />CCMZF <br />FIBERGLA <br />L------ <br />---J S6 <br />SURROUN <br />R&S <br />EGRESS <br />TYP @ <br />CORNERS <br />U.N.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 2.0E 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 />141C-145C <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />V-0" <br />2x4 <br />SPF #2 <br />SYP #2 <br />16" O.C. <br />9'-0" <br />2x4 <br />SYP #1 <br />16" O.C. <br />L1>9_0"2x6 <br />SPF #2 <br />SYP #2 <br />16" O.C. <br />" IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT <br />CORNERS <br />- WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT " <br />SEE C/S6 WALL SCHEDULE <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 i <br />S.H. <br />13 <br />20X38j <br />18JX37j <br />S.H. <br />14 <br />20 X 501 <br />184 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 j X 62 j <br />S.H. <br />16 <br />20X72 <br />18jX71j <br />S.H. <br />1H2 <br />271/4X26 <br />26X254 <br />S.H. <br />1 H3 <br />27 1 /4 X 38 Ij <br />26 x 37 1 <br />S.H. <br />1 H4 <br />27 J X 50 j <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 />1H6 <br />27jX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 j 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 1 <br />36 j 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 />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 } 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 50 j <br />52 j X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 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 />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. Ed. 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 fail 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 />AA <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 />�F <br />+26.6 / -32.2 <br />GO <br />SEE SIN SHEET SEE SIN 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'-8" 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 "A1" <br />1ST FLOOR LIVING AREA 1093 <br />2ND FLOOR LIVING AREA 1491 <br />LIVING TOTAL 2584 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3046 <br />0 <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 />I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />Ou <br />zC13 <br />- c <br />z�z <br />Q <br />J <br />a <br />(_n U <br />`r' <br />iW-i w <br />•O <br />w <br />t/) C!tf <br />120 <br />Eg <br />U <br />o0 <br />m N <br />w <br />F - <br />N M <br />C 03 � <br />C N <br />U <br />�LL o <br />o <br />Q v, <br />In d <br />10 <br />10 <br />ZLU Z z <br />a w <br />UJ <br />U, � Q <br />Z <br />_ <br />,w CC9� $ <br />Z .4c a <br />LILz fO O m <br />� � N <br />W N¢ c n A <br />WWW.F <br />•� `� per •��� <br />��, <br />Sxa h,'✓1 � ai <br />-a 'J , x o0 <br />w <br />To the best of the Engineer's knowledge, 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />o <br />C <br />uj <br />z C <br />f� <br />n: <br />�z 0 <br />K J <br />8 <br />J <br />N <br />Cl) <br />0 <br />W <br />N <br />UU <br />= <br />`/ <br />Lr)196 <br />o <br />o <br />J <br />0 id <br />N <br />L <br />Ogg< <br />Q <br />moo <br />Z <br />J <br />Ln <br />LL1 <br />F- <br />rl <br />Lij <br />Q <br />z <br />�a <br />$fig <br />N <br />Ln <br />t <br />16g <br />cm <br />° <br />r <br />C� <br />Z <br />g <br />LU <br />o <br />SCALE : AS NOTED <br />DATE : 8/8/2019 <br />TECH: FMALDONADO <br />VERSION NO. 5ol <br />SHEET NO. <br />1.1 <br />