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<�>(!)�o <br />TYP @ 2 STORY <br />3'� 3 <br />v) I \ PS6 (�F:� <br />L <br />BE 1�1` I <br />ROOM 5 <br />8- ,FLAT CLG. <br />CARPET <br />U) <br />0a <br />;0 <br />cr <br />00 <br />00 <br />LO <br />CID <br />(n <br />('22� <br />Er <br />0 <br />13'-2'. <br />2'-8" <br />13'-8" <br />I <br />I - <br />50 <br />LOFT <br />00 <br />CD <br />(0 <br />8'-0" FLAT CL <br />CN <br />CARPET <br />4'-0" <br />T-4" <br />6-1011 <br />T-10" <br />12'-0" <br />0 <br />F-: <br />(jI <br />LL <br />0 <br />0 <br />LL <br />0 <br />0 <br />ILL <br />0 <br />OP <br />+42" HALF <br />0 <br />:L= <br />WALL <br />===A- <br />114 <br />C� <br />Lr, <br />&4 <br />6 1 <br />C%4 <br />3 <br />9`� <br />U) <br />W/ <br />BED OOM 4 <br />16 <br />_aolH <br />F-O" <br />FLJ <br />D2 4 <br />15 <br />TB <br />5 <br />(D <br />COL- _j <br />8'-0" FLAT CLG. <br />6 <br />14 z <br />PP <br />CARPET <br />7 <br />00 <br />00 <br />(D <br />TYP @ 2 <br />8 <br />- .00- <br />2 <br />2668 <br />N <br />STORY <br />10 <br />W. 1. C <br />Fil <br />CD <br />Ca <br />X 8'-0" FLAT CLG. <br />TYP @ 2 <br />_j <br />Cl) <br />S <br />OUND o <br />3: <br />CARPET <br />STORY <br /><W <br />R&S <br />74" <br />7-5,-0,, <br />2668 <br />4'-2" <br />2,6W <br />8'-8" <br />C\I <br />BEDROOM 2'.. <br />2468 B.F.. <br />IBPDROOM 3 <br />r22 <br />8'-0" FLAT CLG. <br />CARPET <br />LINEN <br />4 SH 12" DEEP <br />60 <br />8'-0" FLAT CLG. <br />CARPET <br />OH1 <br />U) <br />W <br />CN <br />12-41 <br />2'� 2'. <br />LIL <br />12'-0" W <br />C� <br />60 <br />ILL <br />00 <br />U) U) <br />05 01 <br />C41 <br />,0 <br />CD <br />C) <br />CD Co <br />0 <br />LO <br />< <br />LO <br />LO <br />3: <br />TYP @ 2 STORY _�D2 <br />10 <br />0? <br />&4 <br />D TYP @ <br />CORNERS <br />D2 U.N.O. <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br /><e>(2) <br />- 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><@>(2) <br />- 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 2 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2600 PSI <br />(2) - 1 3/4" X 9 114" <br />LVL 2.OE Fb=2600 PSI <br /><e(2) <br />> <br />- 1 3/4" 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 />140C <br />EXTERIOR 2ND FLOOR <br />BEARI G WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />81-011 <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />91-01. <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>91-0.1 <br />2x6 <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 I 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 />18JX25j <br />S.H. <br />14 <br />20 X 501 <br />18 JX 50 <br />S.H. <br />15 <br />20 X 63 <br />18 j X 62 j <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 71 j <br />S.H. <br />1H2 <br />27 1/4 X 26 <br />26 X 25 j <br />S.H. <br />1H3 <br />27 1/4 X 38 j <br />26 x 37 1 <br />S.H. <br />1H4 <br />274X50i <br />26 x 50 <br />S.H. <br />1H5 <br />27JX63 <br />26 X 62 1/2 <br />S.H. <br />11­16 <br />274X72 <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 4 X 37 314 <br />S.H. <br />24 <br />37JX50j <br />36 j X 50 <br />S.H. <br />25 <br />37JX63 <br />364X62 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 />734WIDE <br />S.H. <br />32 <br />54 X 26 <br />524X25i <br />S.H. <br />33 <br />54 X 38 j <br />52JX37j <br />S.H. <br />34 <br />54 X 50 j <br />52JX50 <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 j 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 />SECOND FLOOR PLAN <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 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 ni <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 Th <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalentapp!lied <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 />ces that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />+29.7 -30.8 <br />+29.7 / -39.2 <br />+28.3 -30.8 <br />+28.3 / -36.4 <br />+26.6 -28.0 <br />+26.6 / -32.2 <br />SEE SN SHEET ',Ju� SEE SN SHEET <br />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 1 <br />+34.0 / -44.8 <br />WALLLEGEND <br />MASONRY HGT. @ 9'-4" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARINGWALL <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 "All' <br />1 ST FLOOR LIVING AREA <br />2ND FLOOR LIVING AREA <br />LIVING TOTAL <br />GARAGE <br />FRONT ENTRY <br />TOTAL AREA <br />1793 <br />1103 <br />2896 <br />437 <br />26 <br />3359 1 <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-13 KRAFT FACED <br />A <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 />-011 GARAGE SEPARATION R-11/R-13 KRAFTFACED <br />SCALE: Y4"=1' I (GARAGE / LIVING) I <br />0 V <br />CO <br />rl <br />U) <br />C-iD <br />4--) LU <br />0 LU <br />t_n r� <br />(A ZD <br />E <br />0 <br />Cl) <br />p <br />04 <br />LU <br />E <br />8 <br />4) <br />- M <br />Cc -100 21 <br />0 .91, <br />- r- Y- 08 <br />< 0 <br />5 -00 <br />0 co <br />11 _�d F�_ <br />CA. C:) <br />'M <br />cr) < <br />8 D. <br />1 <br />a> CA <br />-110 <br />1-60 <br />U) <br />z -c,.z z <br />cc <br />LU <br />LU 'u- <br />Z 0 'S < 0 <br />LL <br />AA <br />W <br />::z __j <br />-A <br />. . ........ <br />To the best of the Engineer's knowledge, information and belief, <br />a S ura p ans an s a ca ions con <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 />0 z <br />LU <br />z <br />z <br />z <br />< -, <br />bZ00 <br />U <br />z <br />z 2z <br />00 Lu <br />Lu <br />< <br />z <br />>, <br />0 <br />z z <br />0 <br />z <br />_j <br />LL <br />z <br />0 <br />-0 <br />00 <br />Z <br />_l< <br />� 2-: <br />U <br />00 <br />C\1 <br />u, 2E <br />9 po Zo <br />LU Pin 2 <br />r-4 <br />U <br />z< <br />< <br />z <br />Z <br />UJI <br />Lij <br />z <br />�2 <br />0 r-01- <br />c) <br />00 <br />r-4 <br />Z <br />z <br />L <br />z <br /><<O <br />z <br />� 'C', 11 <br />0 <br />00 <br />z <br />:5 <br />UJI <br />� <br />rn <br />T__`l <br />10- <br />1 U') I <br />n I <br />SCALE AS NOTED <br />DATE 10/31/2018 <br />TECH: JMUROSKI <br />VERSION NO' 10 <br />SHEET NO. <br />____-T-i H F-FT-fl- 1171, -T U-Fi I 1111_�l Tw d-Iffi-Kid-1h.iJ F1, 1-1 11-11. 11 _U <br />