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O <br />35-SH <br />0 <br />c <br />SL <br />TYP @ 2 STORY <br />J <br />S6 <br />t <br />a <br />00 <br />50'-0" <br />M606-i 1 <br />4'-8" 8'-6" 8'-10" 11'4" 9'-6" 7'-0" <br />O <br />35-SH <br />O O O <br />S.G.D. 25-SH 25-SH <br />TEMP.H.B. <br />EGRESS <br />-1- <br />MASTER U) m <br />4 2X4#2SPF SUITE .- <br />O <br />STUDS W/ 5/8" 8'_8" CLG. <br />ANCHOR BOLT & <br />(18) 10d NAILS CARPET 88 <br />17'_7" X-7111° <br />O <br />23-SH <br />TEMP. <br />e- <br />6068 <br />FAMILY RM <br />8'-8"CLG. <br />CARPET <br />20'-4�" <br />-- - - <br />TB00 <br />ASTER <br />- -.. . R <br />AT H <br />8 -8rr CLG. <br />TILE <br />2668 <br />----BI-FOLD - <br />- z w a <br />�o <br />Z vic <br />---. - -- - - - J .- <br />5'-4 62' 1" <br />(3) 2 X 4 #2 SPF <br />STUDS W/ HTT4519 <br />" H OR <br />C, <br />S3 W/ #2SPF <br />@ 12" O.C. <br />FIELD VERIFY HEIGHT <br />00 PER MECHANICAL <br />04 CONTRACTOR <br />5'-11" 2868 3� 11". 3'-6" 1 4'-3" <br />C <br />IT <br />- - <br />-- -- <br />1 <br />-- <br />_ <br />ti�6�� <br />- .. <br />�:, <br />- <br />-� <br />-- <br />= <br />N <br />" <br />Al <br />2'-5" <br />- <br />1 <br />C <br />- -, � -- <br />CAFE - <br />- LG. <br />8 8 C <br />- TILE _ - --- - <br />_ <br />i <br />t - N <br />� <br />"' <br />BOLTS <br />NAILS <br />+42" <br />HALF <br />SLOPING <br />WALL <br />& (18) <br />10d <br />G C <br />T C S3 H1 <br />- ----R.A.G. <br />I I I I I I I I I <br />I I I I I I I I I <br />16, <br />I I I I I I I I I <br />I I I I I I I I I <br />_ 1 5 6 7 8 9 <br />T H2 <br />AU DRY <br />8'-jj8LG. `N HANSON BO <br />?6� <br />LA FO S I 1, <br />H v <br />I <br />^VN __ __ <br />? <br />R&S <br />(3) 2 X 4 #2 SPF DRYER VENT <br />STUDS W/ HTT45 THRU WALL <br />W/ 5/8" ANCHOR <br />BOLTS & (18) 10d <br />CC NAILS o <br />S3 <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />Cr <br />8'-8" CLG. <br />_ <br />I GG <br />I S3 <br />I H1 <br />I <br />10 <br />- <br />UP <br />. <br />{ <br />X T <br />HTT <br />CHO <br />) 10d <br />- <br />iBE <br />5/8" <br />TS <br />G <br />- <br />5Z"' GG i� - <br />12 <br />= H2 GG I h 3 <br />QI _I _ <br />0 �I I .8� C S3 111 <br />= Q I ( I - - <br />'q 5 <br />- I �- _ _ <br />-- - - N 111E <br />- o <br />- H2 I I 0o .- <br />- 2868 = Q � <br />H2 CC <br />- S3 <br />- <br />-- <br />5'-118 3'-8" <br />W.N. <br />CC <br />S3 O <br />BUILDER TO PROVIDE <br />APPLIANCE <br />PROTECTION WHEN <br />REQUIRED PER FBC <br />FS <br />lit <br />t <br />- <br />I <br />N <br />3.11" <br />FB�96 <br />W/CID <br />A <br />1 <br />P.L. <br />5 W <br />13 <br />NAILS <br />_ I <br />• <br />- I <br />1 • • <br />- <br />- <br />4 <br />------------- <br />I 1 <br />I D.W. I O O <br />_ SINK w/ DISP <br />- KITCHEN <br />18'-8" CLG. <br />TILE '----- <br />14'-10" i <br />24 <br />-- <br />- <br />(4) 2 X 4 #2 SPF <br />STUDS W/ (4) 16d <br />NAILS @ BASE <br />3 CAR GARAGE <br />8'-8"CLG. <br />20'-0" <br />- <br />-- <br />1-71 <br />- <br />- <br />- <br />�N_._ <br />OPT. <br />I REF.60 <br />6_2 " <br />-, <br />0 - - <br />�w PA <br />to <br />'- <br />TI <br />16" <br />-- i - <br />rD <br />TIR n <br />Tp <br />E <br />D EP <br />�- <br />--_HDRAT8.-0" - o <br />T o0 <br />CC <br />------------------ <br />S3 r--------------t <br />I I <br />I I <br />- - <br />I I I I <br />FO E R I I I I <br />'-8" CLG. I I I I <br />I I I I <br />5,�' 1 " - - I I I 16 x 7 OVERHEAD DOOR <br />----------------------------- - <br />- T - I S3 <br />------------------------------ <br />- I 8 x 7 OVERHEAD DOOR I O <br />--------------- <br />i <br />H <br />IN <br />j <br />BO I TYP @ <br />I GARAGE <br />ENTRY ' <br />8'-8" CLG. � <br />I <br />i <br />5'-8" <br />I <br />I <br />I <br />- <br />, 1 .. -- <br />6 <br />kL� q <br />- <br />= <br />_ <br />6,-83" 5,-74„ V-75" <br />of ` <br />oQ <br />00l <br />FLEX - <br />r a <br />8 -8 CLG. �I <br />01 � <br />CARPET- <br />NOTE: FINISHED WALLS <br />TO BE FLUSH. VERIFY IN <br />FIELD. <br />fio <br />O O <br />25-SH 25-SH <br />EGRESS <br />Ir <br />I <br />I <br />X-10" 3'-10" 7'-0" <br />-0" <br />I <br />I <br />I <br />I <br />I <br />-0" <br />5'-10" -0" 6-8" j1-0.,5'-10" <br />-0" <br />" <br />8'-0" <br />V-4" <br />'-0" <br />16-0" <br />21'-4" <br />10'-0" <br />18'-8" <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 />M <br />0 <br />00 <br />a <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 />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. 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 />OA <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 />DE <br />+26.6 / -28.0 <br />�F <br />+26.6 / -32.2 <br />OG <br />SEE SN SHEET �H 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 />[llllllllllllllllMASONRY HGT. - = <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 />EXT CONC WALL I R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 1 R-11/R-13 KRAFT FACED <br />EXT FRAME 2x6 <br />FIRST FLOOR PLAN - ELEV-BI CONDITIONED CEILING <br />SCALE: Y4"=V-0" <br />R-19 KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />C9 <br />arms <br />z <br />_Q <br />atj <br />U)V1 0 <br />cn <br />a--J w <br />"U <br />OL" <br />tJl � <br />F[23 <br />U <br />W <br />' � <br />mn <br />0) C.)) <br />0 <br />U <br />LL <br />Q <br />� d <br />E D• <br />N �O <br />r N <br />Z W� z E4 z° <br />Qz a frrr,� <br />m �f <br />o • �'Poo <br />-: ��. yj <br />NG.0 <br />• <br />F <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 8th Edition. Engineers signature end 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 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />o <br />a <br />� C, <br />g <br />z <br />-v <br />110 <br />O <br />LL_ <br />o <br />Q) <br />W <br />M <br />196 <br />o <br />CC <br />Z <br />Ln <br />U <br />J <br />N <br />rl <br />I LU <br />� <br />z <br />Z <br />t <br />�8 <br />Im <br />° <br />d- <br />' <br />00 <br />z <br />g <br />W <br />T <br />o <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MJAMES <br />VERSION NO. 4 . <br />SHEET NO. <br />1.1 <br />