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LO <br />C) <br />9! <br />LID <br />04 <br />to <br />LO <br />C14 <br />CID <br />00 <br />00 <br />co <br />(D <br />E <br />t 7 <br />A' <br />00 <br />C� <br />04 <br />CN <br />C) <br />tn <br />LU <br />C? <br />80 <br />It <br />9 <br />N <br />TYP @ 2 STORY <br />(P-\ <br />(3)2X4#2SPF - <br />STUDS W/ HTT45 <br />W1 5/8" ANCHOR <br />BOLTS & (18) 10d <br />NAILS <br />TYP @ 2 STORY <br />In <br />INI <br />50'-0" <br />7'-0" <br />9'-6" <br />1 V-15" <br />8'- 10" <br />0-13" <br />4'-8" <br />AC PAD <br />23-SH <br />TEMP. <br />25-SH <br />25-SH <br />EGRESS <br />6068 S.G.D. <br />TEMP. <br />35-SH <br />H.B. <br />A �j <br />7 <br />C) <br />z <br />C <br />�__ujm <br />c:> W <br />00 <br />cro: <br />X0 <br />� <br />MASTER <br />. <br />..... <br />MASTER <br />Lom `0 z: <br />5) <br />u_ <br />SUITE (4) 2 X 4 #2 SPF <br />FAMILY RM <br />lit <br />�BATH.­­­ <br />1 1 <br />8'-8" CLG. STUDS W/ 5/8" <br />ANCHOR BOLT & <br />8'-8" CLG. <br />8'-8" CLG. <br />P86E <br />CARPET (18) 10d NAILS <br />CARPET <br />33`�711" <br />2 <br />TILE k <br />17'-785" <br />A <br />T C <br />00 <br />2668 <br />E31-FOLD <br />7 <br />7 <br />z <br />�3 <br />W/ #2SPF <br />co <br />@ 12" O.C. <br />00 <br />FIELD VERIFY HEIGHT <br />00 <br />CN4 <br />PER MECHANICAL <br />CONTRACTOR <br />(D <br />00 <br />C, <br />C'4 <br />(3) 2 X 4 #2 SPF <br />2 54" <br />75� <br />l77 <br />--A V, T- T' <br />51, <br />16, 3- 1 �\2868 T 5-118 <br />STUDS W1 HTT45 <br />W/ 5/8" ANCHOR <br />20'-428" <br />1-4 <br />1 <br />11 <br />1 <br />11 <br />I <br />",2- <br />BOLTS <br />& (18) <br />1 Od <br />DRYERVENT-1 <br />I <br />_�_,_AUNDRY <br />16 <br />8'4 'CL.G. <br />H2 G <br />1 S3 <br />C T <br />NAILS <br />C0 <br />06 <br />THRU WALL <br />C) <br />co <br />I <br />I <br />G. <br />_+ <br />HALF <br />42" SLOPING <br />WALL <br />C <br />Cr <br />W. I C. <br />Ca <br />00 <br />CLG. <br />PLATFORM <br />P� <br />30" A. F. F. <br />CAFE <br />GG <br />S <br />R&S <br />UP16R <br />.8'-8 CL G.- <br />TIL <br />10! �j 81 71. 61, 51 4.. 31,. <br />1, <br />-2 <br />G <br />S <br />131 1 GG H2 <br />_�U <br />V-48" <br />�S <br />ANSO BOX�] (3) 2 X 4 #2 SPF <br />@ 36" A.F.F. STUDS W/ HTT 45 <br />W1 5/8" ANCHOR <br />BOLTS & 1 Od <br />5' -0" <br />1 E <br />7'-4"- <br />6-8" - <br />1 <br />I <br />3.5" <br />7 F.L. <br />3� =0 <br />0 -1 <br />(18) <br />NAILS cc <br />S3 <br />41 il 8" . <br />I Ir 00 <br />0 <br />I <br />F�"= <br />W/ HTT45 <br />goo ( <br />OLUMN <br />V <br />W/ 5) 8" <br />S3 <br />- - - - - <br />17- <br />C <br />C <br />2 R <br />OL1 S <br />BUILDER TO PROVIDE <br />1 00 <br />1 9 <br />APPLIANCE <br />(D <br />161 1 00 <br />4AN <br />1 8) <br />0d N <br />ILS <br />t7uG <br />PROTECTION WHEN <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />I I H2 <br />F <br />9 <br />REQUIRED PER FBC <br />LID 2868 <br />J. <br />(4) 2 X 4 #2 SPF <br />. <br />F <br />STUDS W/ (4) 16d <br />D.W. <br />NAILS @ BASE <br />r <br />T <br />I SINKW/DISP <br />3 CAR GARAGE <br />I <br />I <br />KITCHEN <br />8'-8" CLG. <br />8'-8" CLG.-- <br />OPT. I <br />REF. <br />20'-0" <br />T-8" <br />8 <br />5'-2L <br />8 <br />TII�E- <br />14'- 10" <br />27 27 <br />00 <br />A <br />00 <br />F7 <br />F <br />_B <br />cc <br />I I <br />CID <br />r- V I Lj V%. C14 <br />W <br />=111 <br />, r, I , <br />01 0 1 <br />PAPTR� CO C) - <br />7 <br />r- - - - - - - - - - - - - - - - -- I I- <br />81-8" <br />F I A (rll <br />TILE I I <br />7 <br />7 <br />C )YER <br />5-SH <br />16" <br />DEEP <br />8'�8" CLG. <br />7 <br />TlLlz� <br />5,-114, <br />V-758" 6-712" <br />6-821" <br />16 x 7 OVERHEAD DOOR <br />- - - - - - - <br />- - - - - - - - - - - - - - <br />- - - - - - - - <br />o? <br />- - - - - - - - <br />- - <br />- - - - - - - - <br />Ur <br />I ICO <br />FLEX <br />8 x 7 OVERHEAD DOOR <br />8'-8" CLG. <br />- - - - - - - - - - - <br />IM <br />CARPET <br />7 <br />-8 <br />NOTE: FINISHED WALLS <br />rK <br />9 <br />TO BE FLUSH. VERIFY IN <br />\(BE) copo <br />FIELD. <br />TYP @ <br />GARAGE <br />ENTRY <br />25-SH 25-SH <br />EGRESS <br />8--8" CLd. <br />V-8" <br />16-10" <br />'-011-4- 81-01, Z-10" <br />4'-0" <br />7'-8" T- 10" <br />T-1 0" <br />18'-8" <br />101-01, <br />6-10" <br />164" <br />50'-0" <br />C <br />35-SH <br />TYP @ 2 STORY <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br /><@>(2) <br />- 2XIS #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/ 112" <br />FLITCH PLATE <br />(2) - 13/4" 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 />H7 <br />(2) - 13/4" X 16" <br />LVL 2.OE Fb=2600 PSI <br /><e>(2) <br />- 1 3/4" 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 />REQUIREDSTUDS <br />General Notes <br />R302.5 Dwelling/Garage Open I ng/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 />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 />Ii, <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent app ied <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 r each door or window i sensors wire to a centra <br />alarm sound when contact is broken at any opening. <br />M 1507.2 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 />+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 (Ji� <br />,�ri SEE SN SHEET <br />140MPH <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 L ND <br />111111111ji1W MASONRY HGT. @ 8'-8"A.F.F. <br />TYP. 2x FRAME WALL <br />. 1. 1. 1. 1. 1. 1, 1 1 1 1 1. 1. 1. 1. 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 "All <br />1ST FLOOR LIVING AREA <br />1880 <br />2ND FLOOR LIVING AREA <br />1375 <br />LIVING TOTAL <br />3255 <br />GARAGE <br />679 <br />ENTRY <br />36 <br />TOTAL AREA <br />3970 <br />INSULATION REQ. <br />LOCATION <br />R-VALLIE /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 />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />V <br />FIRST FLOOR PLAN - ELE -A <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />!R-11/R-13 KRAFT FACED <br />SCALE: Y4"= V-0" I (GARAGE / LIVING) <br />(D V <br />C> <br />4--) L-u <br />L.0 <br />0 01- <br />E <br />WO CO <br />.2 p. <br />C14 <br />LU <br />E <br />M <br />-100 cc") <br />TC <br />.0 C14 <br />0 0 CD <br />Z 00 <br />-00 <br />W <br />< 0 <br />0 <br />C, -,.e <br />C, 8 <br />0 <br />C'. <br />< <br />A I <br />I B D I <br />CD <br />CA R <br />p C�l <br />Lu t� - <br />1- .21 CP <br />U) -5 <br />Cj) Lj <br />LU -Z <br />In <br />Z 0 -s <br />11A , I cl <br />M E <br />z C,4 <br />"zr <br />LL <br />LU <br />U <br />Lj <br />S E <br />­z la� <S-) <br />F k, <br />E S <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 Flodda Building Code - <br />Residential Sth 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 />wlennarTannplcom <br />0 z <br />0 <br />z <br />< <br />Z.: L <br />UEOO <br />U <br />W <br />0 ui Z <br />Lu <br />0 00 <br />W <br />witc, <br />,Z <br />< <br />LJ <br />0- <br />ou <br />M: <br />0 <br />cr <br />z <br />z <br />_0 <br />0 <br />z <br />0 <br />to <br />I <br />> <br />LL_ <br />z <br />U <br />L0 <br />rr) <br />CL,() <br />Cr <br />W 9 <br />8 8 <br />- 0 <br />lu- t� <br />J <br />r- C, �� ! <br />0 - :);� <br />z z <br />u, W- <br />Lr) <br />s <br />Z <br />Z <br />C'-J <br />("-4 <br />28-2 <br />a 20: i <br />LLJ <br />Lr) <br />ui W,:) <br />0 �j z 8 <br />LLI <br />Ln <br />< <br />W<z <br />z <br />� Ln 0 <br />RZ <br />co <br />Z <br />LLJ <br />-2 <br />, V) <br />< <br />0 <br />Ob <br />:5 <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION NO 42 <br />SHEET NO. <br />