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_U <br />2 <br />C'4 <br />U-) <br />C) <br />C"! <br />r- <br />00 <br />-0- <br />CN <br />CD <br />W. <br />2: <br />U� <br />L0 <br />15 <br />_j <br />oo <br />to <br />c14 <br />cD <br />C-) <br />E <br />E! <br />U-) <br />M <br />501-01, <br />7-0" 9--6" 8'-10" 8'-6" 4'-8"' <br />r_") <br />AC PA <br />23-SH <br />25-SH 25-SH 6068 S.G.D. H. B. <br />TEMP. EGRESS TEMP. 35-SH <br />L <br />ir I <br />W I <br />W <br />C/) ir <br />Mz Lu <br />-:�: <br />0 0 <br />X 0 <br />2 M MASTER <br />U-1 <br />M <br />MASTER [z 0 <br />R SUITE (4) 2 X 4 #2 SPF FAMILY RM <br />BATH 8'-8" CLG. STUDS W/ 5/8" <br />ANCHOR BO LT & 8'-8" CLG. <br />8'-8" CLG. CARPET (18) 10d NAILS <br />286 CARPET <br />TILE ;c T- 7'2.' 17, 8 <br />T C <br />T <br />0? <br />2668 00 <br />BI-FOLD- <br />FA rG <br />z \,. �3 <br />0 UJ W/ #2SPF <br />Cl) <br />-P <br />TP @ 12" O.C. <br />C14 <br />TYP @ 2 STORY <br />FIELD VERIFY HEIGHT <br />00 00 <br />PER MECHANIC (0 <br />AL <br />C14 00 <br />C14 CONTRACTOR N 7 <br />(3) 2 X 4 #2 SPF <br />2 STUDS W/ HTT45 <br />64" L2'-5" 4. 3' _TijC 20'4j" <br />2-1 JiT -11 AIA" 868 5'- 11 W/ 5/8" ANCHOR <br />Y <br />I 'T <br />BOLTS <br />B <br />& (18) 1 Old <br />DRYER VENT <br />_AUND <br />It <br />8'- <br />- CL.G. <br />AT <br />A_Q <br />- <br />2 <br />H2 G C <br />CT <br />H1 S3 <br />N' <br />T NAILS <br />+42" <br />SLOPING <br />tii <br />U) <br />05 <br />TIHRU WALL <br />I U) <br />06 <br />RAG <br />HA <br />LF WALL <br />1 <br />C <br />W.I.C. <br />- - - <br />____ <br />------- <br />Ill <br />00 <br />8'-8" CLG. F� <br />311E 0 <br />PLATFORMS <br />30" A. <br />I <br />F. F. <br />GG <br />S3 <br />IF <br />. <br />CAFE ------ <br />35-SH <br />L <br />UP 16R <br />7Z, <br />H1 <br />;� <br />M <br />8 CLG.--- <br />R&S <br />10! <br />81 <br />71 <br />6;�� <br />1 <br />51, <br />43"1 <br />4! 3' <br />2"' <br />2' <br />'1 <br />1'' <br />- <br />- - <br />------- <br />- <br />TILE <br />C? <br />(3) 2 X 4 #2 SPF <br />STUDS W/ HTT45 <br />W/ 5/8" ANCHOR <br />(no <br />HANSON BOX (3) 2 X 4 #2 SPF <br />@ 36" A.F.F. STUDS W/ HTT45 <br />W/ 5/8" ANCHOR <br />c� GG <br />121 1 S3 <br />131 GG <br />V-4 <br />T-4" <br />51-4- <br />3.5" <br />7" P. <br />L. 1 BE <br />BOLTS & (18) 1 Od <br />8=�"qoo <br />-('OL <br />, UMN <br />BOLTS & (18) 10d <br />NAILS <br />NAILS C <br />S3 Er 50 <br />41 S3 0 LU. <br />- <br />Uri <br />BUILDER TO PROVIDE <br />00 <br />r 't <br />W/HTT45 <br />1 8 <br />Od NkILS <br />W/ S811 <br />J. <br />- <br />- <br />APPLIANCE <br />PROTECTION WHEN <br />EDGE 0 F SLAB 2�'- <br />BEYOND WALL <br />161 1 00 <br />C14 <br />I I H2 <br />_CF <br />I <br />LO <br />3G� <br />C? <br />- <br />REQUIRED PER FBC <br />< I <br />L 0 2868 <br />_.(0 <br />F <br />;_%, <br />J. <br />? <br />(4) 2 X 4 #2 SPF <br />STUDS W/ (4) 16d <br />7 <br />- - <br />- - - - - - - - - - - <br />24 <br />D.W. <br />J. <br />9 <br />- <br />D <br />NAILS @ BASE <br />r <br />�7 <br />I <br />3 CAR GARAGE <br />KITCHEN <br />8'-8" CLG. <br />50 <br />8'-8" CLG <br />OPT. I <br />REF. I <br />20'-0" <br />S-8" 5'-111" <br />8 <br />51_:2j"____ <br />TILE <br />14'- 10" <br />RANG <br />TYP @ 2 STORY <br />27 27 .1 <br />___HDR <br />�, <br />AT 8'-0"- <br />�6 <br />60 bpi <br />F F -0- <br />W <br />(D 0- - <br />rcc,� C14 __ <br />TZ LU <br />r - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - '8'CL PANTRY u)uj <br />C14 <br />co <br />0 <br />8 -8" <br />_CL <br />TILE7 - - - - - - - - - - - - - - - - -- 7 <br />5-SH <br />F YER <br />16"DEEP <br />8`- 8" C LG. <br />TILE 5"' <br />2 <br />H.B. <br />V-75" 5'-71" 6-81" <br />5-114 8 2 2_ <br />16 x 7 OVERHEAD DOOR <br />rD <br />S3 tf 4- 100 <br />FLEX <br />TYP <br />@ 2 STORY <br />8 x 7 OVERHEAD DOOR <br />8'-8" CLG. <br />cli <br />- - - - - - - - - - - - - - 4 1 CARPET <br />I\iV <br />NOTE: FINISHED WALLS <br />00 TO BE FLUSH. VERIFY IN <br />(0 <br />C3 FIELD. <br />TYP @ C? <br />G) <br />GARAGE <br />ENTRY 25-SH 25-SH <br />EGRESS <br />8'-8" CLG. 1111 Pr <br />10 <br />c? <br />5'-8" T-O" X 3' T-10" <br />LO <br />0 <br />�� <br />C? <br />N <br />V-8" <br />16-0" <br />8'-0" .8" <br />j '-0", <br />5'-10" )1-0111 5'-8" ).-0." 6-10" Y-0111 <br />- <br />Ir 18'-8" <br />10._011 <br />21-4" <br />50'-0" <br />FIRST <br />FL <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 112" <br />FLITCH PLATE <br /><@>(2) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 2 #2 SYP Wit 1/2" <br />FLITCH PLATE <br />(2) - 1 314" 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) - 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 Wit 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 />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 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 />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 />11_� <br />+29.7 -30.8 <br />rl"� <br />�, <br />+29.7 / -39.2 <br />C <br />+28.3 -30.8 <br />+28.3 / -36.4 <br />.6/-28.0 <br />+26.6 / -32.2 <br />G <br />N SHEET SEE SN SHEET <br />Q <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 />WALLLEGEND <br />MASONRY HGT. @ 8'-8"A.F.F. <br />TYP. 2x FRAME WALL <br />1 1 1 1 1 1 1 1 1 1 777=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 "B" <br />1ST FLOOR LIVING AREA 1880 <br />2ND FLOOR LIVING AREA 1375 <br />LIVING TOTAL 3255 <br />GARAGE 679 <br />ENTRY 159 <br />TOTALAREA 4093 <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-1 3 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R- 19 KRAFT FACED <br />OOR PLAN - ELEV-B <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />!R-11/R-13 KRAFTFACED <br />SCALE: Y4"=1'-0" I (GARAGE / LIVING) <br />�2 <br />co <br />CZ) <br />C) <br />CIO <br /><C <br />__j <br />4- LL, <br />0 Iu <br />Lf) <br />Co <br />0 C:) <br />E0 r- <br />C14 <br />LU <br />8 <br />a) <br />0) C-) <br />E2 -a C-) <br />, I C cc,4 <br />0 <br />izo <br /><C <br />- 00 <br />CS <br />< <br />A 0 <br />B D. <br />Ci <br />Z LU z <br />U) I- <br />= <br />Uj < <br />LU <br />Ck <br />z 0 <br />U) :R -g ?5 <br />z tn;*R! <br />ILL0 <br />J <br />_j <br />/N <br />0 C9- 0 <br />/z 0 <br />/Z 1IR <br />o r- <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 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 />N N A R <br />._`-f <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />z <br />0 <br />ui <br />z <br />ci� a. <br />z 0 <br />r <br />z <br />�Qc` 'o <br />< <br />C, <br />z <br />n <br />0 <br />cc <br />�z <br />:D <br />ro <br />0 <br />0 <br />LL <br />z <br />U <br />rq <br />U) <br />Cr <br />9 <br />C� 0, 0z <br />0 <br />_j <br />LL_ <br />0 <br />or- <br />< <br />< <br />00 <br />cz <br />0,0 <br />LU <br />_j <br />L0 <br />LIJ <br />2: <br />< <br />di <br />7 <br />< <br />z <br />Z) <br />U <br />8 <br />< <br />_T__I <br />00 <br />I'D <br />< Ul) <br />H <br />co <br />0 <br />C:) <br />Ck <br />LIj <br />M: <br />::j M <br />< <br />rn <br />T__I <br />a- <br />U') <br />F) <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION NO 42 <br />SHEET NO. <br />