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36083 Carriage Pine Ct
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36083 Carriage Pine Ct
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Last modified
3/21/2025 12:03:04 AM
Creation date
2/27/2025 11:21:34 AM
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Building Plans
Street #
36083
Location
Carriage Pine Ct
Contractor
Lennar Homes
Building Plans - Permit #
18396
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- I I HEADER SCHE <br />I MARK I HEADER SIZE <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 />65'-0" <br />T <br />D S3 H.B.T <br />I <br />o <br />0 <br />5-SH rn <br />6�� DP- <br />R&S <br />---------- <br />i <br />BUILDER TO <br />N PROVIDE <br />1-----_----- <br />j <br />APPLIANCE <br />I <br />I <br />I <br />I <br />I <br />PROTECTION <br />I <br />I <br />I <br />OWNER'S SUITE TB__^ =-0ir <br />BAD <br />W.I.C. <br />1 <br />WHEN REQUIRED <br />2'-6" PER FBC <br />I <br />I I <br />I <br />I <br />I <br />I <br />°' <br />■ <br />8'-0" CLG. - o <br />CARPET <br />TILE <br />8'-0" CLG. <br />CA;v <br />IRPET m <br />2 CAR GARAGE <br />III <br />II <br />II <br />00 <br />N <br />r_ <br />7 <br />jI <br />8'-0" CLG.Ito « <br />I <br />W <br />�2 <br />1T-08 <br />- �- <br />T-8" r� <br />20 -0 <br />M w-T <br />110^ -' <br />— <br />2668 <br />I <br />I <br />I a <br />l <br />l <br />_-2868- <br />HANSON <br />I <br />I p <br />l <br />l <br />i <br />o <br />' <br />BOX @ 36" <br />I <br />I <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />I I p <br />I <br />I <br />I <br />I <br />I <br />EDcc <br />0) <br />- -I <br />A.F.F. <br />60"x36" <br />cc <br />_ <br />DRYER VENT <br />K <br />S3 r <br />I w <br />I <br />I <br />N <br />SHOWER <br />THRU ROO <br />I <br />J <br />I > <br />I O <br />I <br />I <br />I <br />I <br />- <br />Go__ <br />S3 <br />(4) 2x4 #2 SYP STUDS FIBERG <br />SS <br />T <br />R&S <br />I I X <br />I <br />I <br />N <br />W/ USP HTT4 @BASE RROU <br />D <br />s? <br />- <br />11 1 I <br />( (OI <br />T <br />I <br />T O <br />I l l l <br />I <br />I <br />I <br />TYP @ 1 STORYIj <br />1 1 I <br />�i <br />I <br />I <br />I <br />A <br />5'-4" I <br />4'-0" <br />- <br />-- PT. W OPT. D <br />_. L_ <br />U <br />�I <br />I I <br />I <br />I <br />I <br />I <br />IIX — <br />¢ <br />NOTE: FINISHED <br />WALLS TO BE <br />L <br />FLUSH. VERIFY IN <br />I <br />I <br />AHU <br />I <br />I <br />HI <br />io <br />8 C71G. <br />I I FIELD. <br />I <br />I <br />c7 <br />I <br />^LE <br />- <br />- <br />- <br />K (4) 2x4 #2 SYP <br />CC D <br />-- <br />1 <br />STUDS W/ USP <br />S3 S3 <br />R.A.G. <br />2868 , <br />HTT4 @ BASE <br />o <br />FAMILY RM <br />--- -- <br />- <br />— - - <br />-0 <br />O ^ <br />`" <br />2:12 VAULTED CLG. " <br />r <br />9'-4" CLG. <br />CARPET <br />- <br />Fo <br />-, - - . <br />` u'� - <br />3068 <br />I <br />o <br />''`° <br />- <br />19 � CL <br />- 1 <br />0 <br />' <br />ENTRY <br />23'-0$" <br />3'-,0" <br />7'-8^ <br />10-103^ �, <br />8 <br />s«-I- <br />8'-0" CLG. <br />-r - i <br />HDR AT T-4" i <br />-J II <br />LLL <br />i� <br />R&S <br />--------------- <br />------- <br />r <br />2668 tb° <br />a R&S <br />2668 - -- - - - - - - - - - - - <br />4'-0" <br />11-78 <br />6'-10" N <br />4'-7" 8'-8" iv <br />5'� M <br />14'-6" 5'-4" t''' I N 7'-6" <br />N <br />-- <br />_ i <br />I-- <br />5068 B.F. <br />4068 B.F. <br />OPT. <br />I <br />o <br />REF. <br />;- <br />BEDROOM <br />4 <br />2 M <br />N �o W <br />PATIO CAFE <br />-----__----_�-,-- <br />/ W F-__� - ---- : ;- <br />- - <br />'-0" CLG. <br />3CARPETBEDROOM <br />4 <br />8'-0" CLG. <br />CARPET <br />CIDBEDROOM <br />C14 D.W. <br />?j <br />�-D-- <br />8'-0" CLG. <br />M <br />OA <br />0ein 0 <br />E 00 <br />_- <br />NSI wisp <br />CARPET <br />ILE <br />CARPET <br />cw <br />r <br />� <br />20'-68 <br />2'-2"2' « <br />10'-4" <br />10'4� <br />- <br />--! -- - I o <br />'- <br />5-n <br />2'-4'. <br />-- <br />CIO <br />L. <br />m <br />I CUD <br />P-r <br />2" <br />1 <br />o> <br />/ m <br />TIDE <br />- ` <br />-- tv <br />l `" <br />- P NT Y o_ <br />cOOo <br />I <br />I <br />1 <br />TYP @ 1 <br />■ <br />/ <br />L <br />$- �o <br />v <br />STORY <br />/ <br />_ -: . -- <br />- <br />FLAT C;L <br />;� <br />COND. <br />/ <br />x <br />- . <br />,�� <br />— •- <br />I <br />FIBERGLASS <br />e� <br />I <br />A <br />S3 <br />O 0 � <br />16 " DEDEEP -SHI <br />" <br />I <br />SURROUND <br />iv <br />- <br />cm <br />H.B� EGRESS EGRESS <br />A <br />O S3 O <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=2950 <br />H6 <br />(2) -1 3/4' X 91/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) -1 3/4' X 71/4" <br />LVL 2.0E Fb=2950 <br />General notes <br />UL E R302.5 Owalling/Gerage Opening/Panatmtlo,n Protection_ <br />• Openings from a private garage directly into a room used for <br />REMARKS sleeping purposes shall not be permitted. Door between <br />garage and residence shall be equipped with solid doors not <br />less than 1 3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1 3/8" thick, or 20-minute fire -rated doors, <br />equipped with self -closing device. <br />• Duct Penetration. Ducts in the garage and ducts penetrating <br />the walls or ceilings separating the dwelling from the garage <br />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 <br />openings into the garage. <br />• Other penetrations shall be protected as required by section <br />R302.11, Item 4. <br />I (2) - 2X4 #2 SYP W/ 1/2« ruuuw �u�t. UGC riaii wi I <br />R.A.G. FLITCH PLATE Bearing Wall Call Out When <br />Straps are Reouired <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18}X25j <br />S.H. <br />13 <br />20X38j <br />18JX371 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62j <br />S.H. <br />16 <br />20X72 <br />18JX71 j <br />S.H. <br />J 32 <br />271/4 X 26 <br />26 X 25 1 <br />S.H. <br />} 33 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />134 <br />271 X 50 j <br />N/A <br />S.H. <br />J 33 <br />N/A <br />26 x 37 1 <br />S.H. <br />j 34 <br />N/A <br />26 x 50 <br />S.H. <br />J 35 <br />271 X 63 <br />26 X 62 1/2 <br />S.H. <br />} 36 <br />27 1 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 j X 26 <br />36 j X 251 /2 <br />S.H. <br />23 <br />37 j X 38 1 <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 1 <br />36 j X 50 <br />S.H. <br />25 <br />37 } X 63 <br />36 j X 621 /2 <br />S.H. <br />26 <br />37 } X 72 <br />36 } X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75' TALL <br />731 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 j X 25 } <br />S.H. <br />33 <br />54 X 38 1 <br />52 j X 37 j <br />S.H. <br />34 <br />54 X 50 j <br />52 j X 50 <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 } <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 />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 opening of an operable window is <br />located more than 72 inches above the finished grade or surface <br />below, the lowest part of the clear opening of the window shall be <br />a minimum of 24 inches above the finished floor of the room in <br />which the window is Iocated.Operable sections of windows shall <br />not permit openings that allow a 4-inch-diameter sphere where <br />such openings are located within 24 inches of the finished floor. <br />Chapter 45 Private Swiming 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 a 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 />see Sht. SN1 for installation detail. <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 />AO <br />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />OD <br />+24.5 / -31.9 <br />OE <br />+23.0 / -25.2 <br />O <br />+23.0 / -28.9 <br />GO <br />SEE SN SHEET J SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN "ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <br />WALL LEGEND <br />MASONRY HGT. @ 9-4"A.F.F. <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 "A" <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING I - `-- -"' <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />0 <br />Z � <br />o — <br />Z CO <br />Z <br />Q <br />J <br />Z <br />i--r w <br />*� 0 <br />U — <br />O w <br />Of <br />= <br />cc <br />-E <br />o <br />tM <br />v ' F-- <br />O o <br />(� U <br />CO r` <br />0M <br />LL <br />W W ~ 1= <br />C f0 M <br />'O 50 <br />`Oo O <br />20), <br />U d <br />w li ao <br />5 <br />0 co <br />�Y <br />Q m <br />V7 OV <br />06 <br />Q O <br />A1 <br />v`"°` <br />rn <br />k <br />U- <br />44 0 <br />J Ns ✓...,. Ply <br />Q u- a <br />1 <br />LZ <br />y� <br />,. C S,LL <br />.o <br />Co <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />1f <br />c) <br />0 <br />Z <br />� a) � <br />1>-I�MO <br />Q U-) '0 Ln <br />z <br />a V) <br />0 C) N <br />Q L-LL-Ln <br />a <br />i- . <br />ai� U Q 00 <br />Q <br />E <br />Z M <br />WJo ~ <br />t0 <br />O <br />;R <br />w� <br />zaa <br />zf� <br />� '0 <br />? UD <br />ozz <br />Z�fYiJ <br />0. <br />—jLL <br />Lu <br />Z <br />zz <br />ro <br />az <br />O <br />r-i <br />O <br />J <br />fo <br />M <br />S <br />O <br />> <br />� <br />F <br />'^ <br />vJ <br />0 <br />J <br />� <br />_ <br />W gl <br />O LL <br />ZO <br />0 <br />'J <br />aRQZO <br />XOU <br />N <br />z U4 <br />zW <br />LU 0 <br />Q <br />N <br />og� <br />Z <br />Ndi <br />�o <br />J <br />LU <br />oNO w� <br />Q <br />z <br />nLUo <br />tD <br />Z <br />�ji <br />z <br />m <br />o <br />g <br />LU <br />aV) <br />a <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />1.0 <br />
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