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O <br />35-SH <br />to <br />0 <br />Ln <br />N <br />m <br />00 <br />TYP @ 2 STORY <br />J <br />S6 <br />Q <br />00 <br />ai <br />E <br />0 <br />LZ <br />00 <br />w <br />50'-0" <br />11 4 <br />4'-8" 8'-6" 8'-10" 11'-6" 9'-6" 7-0" <br />OO <br />H.B. 35-SH 6068 <br />FAMILY4 <br />CRM <br />CARPET <br />lit <br />-0 <br />20'-4$' <br />(D AD <br />S.G.D. 25-SH 25-SH <br />TEMP. EGRESS <br />MASTER <br />2X4#2SPF SUITE <br />STUDS W/5/8" 8'_8"CLG. <br />ANCHOR BOLT & <br />(18) 10d NAILS CARPET <br />17'-7$" <br />ao <br />r <br />G <br />S3 W/#2SPF <br />@ 12" O.C. <br />00 FIELD VERIFY HEIGHT <br />PER MECHANICAL <br />N CONTRACTOR <br />(3) 2 X 4 #2 SPF <br />STUDS W/ HTT45 <br />w/ /s°aNCHOR 5'-11$' 2868 3' 11 _3'-6" 4'-3" <br />O AC PAD <br />23-SH <br />TEMP. <br />O W U)Z <br />X °°LLJ � <br />M�� <br />ggg <br />TB <br />o <br />ASTER <br />� <br />BATH <br />8'-8" CLG. <br />TILE <br />1A o <br />-+- <br />2668 <br />BI-FOLD <br />i <br />w �p <br />Z <br />J 4� <br />I <br />5'-4" 2' tllz <br />_ <br />r� <br />3'- <br />ao <br />C7 <br />C T <br />�10 <br />q <br />Fo <br />12'-5" <br />CO <br />N N <br />C <br />BOLTS & <br />NAILS <br />+42"SLOPING <br />HALF WALL <br />(18) 10dLAU <br />T C <br />G C <br />S3 H1�._ <br />R.A.G. <br />8'4' <br />jr <br />LG. <br />bN <br />I <br />0 j I HANSON BO <br />IA.F.F. <br />I I <br />I r; <br />I <br />o f I <br />I R&S <br />W.I.C. <br />8'-8" CLG. <br />I <br />Ca <br />I <br />I <br />I <br />c066� <br />IF <br />HU <br />T <br />- <br />CAFE <br />8-8 CLG. <br />TILE <br />- <br />7'-4" <br />_ <br />1^ <br />UP <br />16R I <br />11 <br />- <br />LA <br />FORMS <br />------ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />G <br />I S33 <br />I H1 <br />110 <br />12 <br />I <br />13 <br />I <br />14 <br />I <br />15 <br />I <br />I6 <br />I <br />17 <br />I <br />18 <br />I <br />19 <br />- <br />- <br />6'-8" <br />- <br />o I I <br />tY -I I <br />Q I I <br />- <br />- <br />_ <br />- <br />52 GG <br />o <br />GG <br />S3 <br />CD <br />`r <br />H2 <br />- - - - <br />112 <br />1 I - - - - - <br />13 <br />111- - - <br />I - - - - - <br />1 5 <br />I I18 <br />I I <br />Q in <br />5'-0" <br />3. " X T <br />(3) 2 X 4 #2 SPF DRYER VENT <br />STUDS W/ HTT45 THRU WALL <br />W/ 5/8" ANCHOR - <br />BOLTS & (18) 10d o <br />CC NAILS '� <br />S3 r n <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />WH• <br />CC <br />S3 <br />O <br />BUILDER TO PROVIDE <br />APPLIANCE <br />PROTECTION WHEN <br />REQUIRED PER FBC <br />- -ilt <br />S3 <br />P.L. 16E <br />O <br />5 W <br />BOLTS <br />NAI <br />M <br />5/8" <br />S <br />G <br />H2 <br />, -8 C <br />I <br />m l <br />A .. <br />I <br />W I <br />OPT. <br />REF.00 <br />�N <br />CD <br />B <br />W/ <br />2 0 <br />HTT <br />AN <br />(1 )10d <br />CHO <br />2868 <br />rb <br />I <br />o <br />_ _ -' <br />- - - --------- <br />1 --- <br />D.W.TUDS <br />I o <br />L - - - J <br />24 <br />� <br />- - - - - <br />(4)2X4#2SPF <br />W/ (4) 16d <br />NAILS @BASE <br />3 CAR GARAGE <br />8'-8" CLG. <br />20'-0" <br />- <br />- <br />5'-11 s" <br />CC <br />S3 <br />3'-8" <br />KITCHEN <br />SINK w/ DISP <br />8'-8" CLG. <br />TILE <br />N <br />5'-2$" <br />14'-10" <br />RANGE <br />27 _ 27 <br />---- 00- - - - <br />00 ( <br />7 (0 <br />o N 0� SIN <br />c=1)wp PA TR �� vL4' `� <br />A � 8' 8„ <br />T I All Cl n <br />TIE 0 - <br />165DEEP -' <br />6-82' 5'-71' 1'-7$" <br />o <br />30 <br />r <br />CC <br />S3 r - - - - - - - - - - - - - - - - - - - - - - - <br />I <br />I <br />r----------------r I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I <br />I I I <br />I I I <br />D I 16 x 7 OVERHEAD DOOR <br />I ---------------------- <br />S3 <br />I 8 x 7 OVERHEAD DOOR <br />- - - - - - - - - - - - - - - O <br />-� <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />-------- <br />AT 8'-0" <br />HDR <br />FOYE <br />'-8" <br />CLG. <br />R <br />5'- <br />1" <br />ofoo <br />FLEX - <br />Ql <br />8'-8" CLG. 01 of 0 <br />_I <br />CARPET =I T <br />NOTE: FINISHED WALLS <br />TO BE FLUSH. VERIFY IN <br />FIELD. <br />00 <br />0 0 <br />25 SH 2 SH <br />EGRESS <br />_ <br />_ <br />H <br />00 O <br />o I <br />"' I <br />ENTRY <br />8'-8" CLG. I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />TYP @ <br />GARAGE <br />I <br />I <br />1 S-10" 3'-10" 7'-0" <br />'-0-,5'-8" <br />I <br />I <br />I <br />I <br />r4- <br />- - - - - - - - - - <br />W - - - - - - - <br />- - - - - - - - - <br />111 -0" <br />__ <br />5'-10" '-0" 5'-8" '-0" 5'-10" '-0, <br />" <br />8'4" <br />1'4' <br />-0" <br />16-0" <br />V-8" <br />21'4 <br />10'-0' <br />18'-8' <br />IT <br />50'-0" <br />TYP @ 2 STORY <br />J <br />S6 <br />(3) 2 X 4 #2 SPF <br />STUDS W/ HTT45 <br />W/ 5/8" ANCHOR <br />BOLTS & (18) 10d <br />NAILS <br />TYP @ 2 STORY <br />J <br />S6 <br />H.B. <br />0 <br />00 <br />(V <br />v <br />o0 <br />o) <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <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 />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. Ed. 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 flr. per FBCR G2408.2. Except where <br />appliances 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 />© <br />+28.3 / -30.8 <br />�D <br />+28.3 / -36.4 <br />�E <br />+26.6 / -28.0 <br />�F <br />+26.6 / -32.2 <br />Go <br />SEE SN SHEET OH SEE SN 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 />1 +34.0 / -44.8 <br />WALL LEGEND <br />11111111111111111 . - .:: <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 "B" <br />1ST FLOOR LIVING AREA 1880 <br />2ND FLOOR LIVING AREA 1375 <br />LIVING TOTAL 3255 <br />GARAGE 679 <br />ENTRY 159 <br />TOTAL AREA 4093 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING RBLOWN- <br />FIRST FLOOR PLAN ELEV-B <br />(INSTALLLL EA BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />SCALE: )/4 "=1 r-Orr (GARAGE / LIVING) <br />�r <br />z M <br />_ o <br />z CO <br />z <br />a <br />E3 <br />V) (D <br />w <br />•V � <br />O11J <br />o <br />�~ <br />U <br />on <br />COW <br />r-E <br />a)M <br />rn a, <br />- U <br />O O N <br />U ID <br />C o <br />¢ <br />s�co <br />co <br />N Q o <br />0)to <br />g� <br />M ¢ d <br />B D® <br />N�c� <br />N N <br />LU g <br />0 w z <br />op C.:.a <br />.s <br />W Q(DM�o `a <br />LUV t <br />Z O <br />H CU 0�� <br />1JL W a N¢M ¢ A <br />WWW.F ❑ ❑ <br />?,OWN ����6► <br />o •. <br />J [ O <br />F I - <br />To the best of the Engineer's 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. 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0z <br />L <br />w <br />za <br />w¢�a� <br />UFO 0 <br />Z LU <br />z <br />�ozz <br />c7 0 'J` w <br />�LUFJ <br />a w0W,- <br />ow �o <br />J <br />mVo <br />z z <br />}o <br />zZ <br />O <br />a <br />_0�3 <br />O <br />z <br />roILL <br />Z <br />0 <br />� <br />I-- <br />coE <br />U <br />/�� <br />(/) <br />N <br />M <br />T <br />wga <br />oo0 <br />IU- <br />t <br />LIJ <br />�Oa <br />^ <br />V <br />z ¢ Z <br />w <br />Q <br />N <br />o �2 <br />Z <br />w <br />Z <br />W <br />N <br />ui <br />111 <br />Wes'&�Z <br />=LUzo <br />J <br />,--I <br />tJ l <br />� Fa- U <br />g <br />d- <br />Ct' <br />Q <br />Q <br />Z <br />� z <br />�Z <br />� <br />�ZS <br />ao <br />co <br />Z <br />LU <br />2 <br />- z <br />`f <br />,-i <br />a <br />V) <br />s <br />SCALE : AS NOTED <br />DATE ; 6/20/2018 <br />TECH: MJAM ES <br />VERSION NO' 4ol <br />SHEET NO. <br />1.1 <br />