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3196 Kresterbrooke Ln
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3196 Kresterbrooke Ln
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Last modified
3/3/2025 11:22:46 PM
Creation date
2/19/2025 8:58:18 AM
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Building Plans
Street #
3196
Location
Kresterbrooke Ln
Contractor
Lennar Homes
Building Plans - Permit #
Unknown
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U) <br />I <br />N <br />4'-0" <br />10" ° <br />I <br />HU <br />6'-1 <br />_ <br /><t T-4." 2-42' M <br />CARPET O( <br />13'-72" w <br />H1 D2 <br />5' <br />M <br />p <br />FIBERGLA <br />- <br />- <br />2668 <br />3 <br />- <br />N <br />------------- <br />SURROUN <br />60"X36" <br />SHOWER <br />-i <br />R <br />-------- <br />t , <br />a0 <br />o_ � � <br />— — = W z 00 <br />00 Lu Z ro <br />`hCD _j N <br />D2 <br />Sim. <br />w/ (5) STUDS <br />2668 <br />2'-3" <br />4068 B.F. <br />iv <br />J <br />N 4068 B.F.00 <br />6,_t, <br />c� <br />N <br />2,�, 4.2 <br />O <br />I <br />I <br />( <br />( <br />S6 <br />TYP @ 2 STORY <br />H <br />d <br />u. 11 <br />O <br />11'-8" cr <br />13'-0" <br />o <br />t <br />3 <br />D2 <br />, W.I.C. <br />I� T <br />I BEDROOM <br />R F J. — <br />4 <br />-- <br />3jkTa <br />'-0"F <br />— <br />TC G. <br />T <br />— — — w <br />BEDROOM 3 �` <br />8'-0" FLAT CLG. I w <br />= <br />in <br />4 <br />T <br />�' <br />N <br />I $'-0" FLAT CL <br />I <br />8'-0" FLAT CLG. <br />CARPET <br />1 <br />CARPET <br />v, <br />1 <br />I <br />I TYP @ 2 STORY <br />I <br />I <br />I J <br />---J S6 <br />cc�_) <br />FIBERGLA------ <br />SURROUND <br />R&S <br />EGRESS <br />TYP @ <br />CORNERS 1 <br />U.N.O. D2 <br />18'-8" <br />.4e <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 />(2) -1 3/4" X 71 /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 />140C <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />V-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />V-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>9'-0" <br />2x6 <br />SYP #2 <br />16" O.C. <br />* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT <br />CORNERS <br />-WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** <br />SEE C/S6 WALL SCHEDULE <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18JX25J <br />S.H. <br />13 <br />20X38j <br />184X37i <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />184X62i <br />S.H. <br />16 <br />20X72 <br />18JX714 <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />433 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 1 <br />S.H. <br />134 <br />N/A <br />26 x 50 <br />S.H. <br />} 35 <br />27 1 X 63 <br />26 X 621/2 <br />S.H. <br />J 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 25112 <br />S.H. <br />23 <br />37 j X 381j <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 1 <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 } X 621 /2 <br />S.H. <br />26 <br />37jX72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />734WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 4 <br />S.H. <br />33 <br />54 X 381j <br />52 4 X 37 1 <br />S.H. <br />34 <br />54 X 501 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 } <br />S.H. <br />36 <br />54 X 72 <br />52 j X 714 <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 />General notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection. <br />• Openings from a private garage directly into a room used for <br />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 />is 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 />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 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 />© <br />+28.3 / -30.8 <br />O <br />+28.3 / -36.4 <br />DE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />OG <br />SN SHEET HC� SEE SN SHEET <br />a140 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 />IIIIIIIIIIIIIIII �- ,:: <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 1113111 <br />1ST FLOOR LIVING AREA 1093 <br />2ND FLOOR LIVING AREA 1489 <br />LIVING TOTAL 2582 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3044 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT CONC 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 <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />V <br />U <br />CD Z Qo <br />Z c-5 <br />Z <br />Z <br />0 <br />V) C9 <br />� <br />cn <br />`1--+ W <br />Ora <br />Q <br />"U — <br />W <br />O U <br />VNi <br />E <br />`Sd <br />U <br />m o <br />w <br />® <br />� cNn cn <br />c W t <br />O _ N <br />c <br />QK <br /><C5 <br />N,C,a,n,9 C <br />or W <br />0 4<< <br />z <br />rn <br />_ <br />4 <br />N <br />�'LL 1 <br />W/+F <br />Zgill <br />E S•>>�� <br />W N j�. <br />�rillllllt <br />J <br />��� <br />❑❑ <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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z N <br />0 v N <br />Co <br />t>'-I Lr) M O <br />M <br />Q 'gyp Ln <br />a cn •� <br />< U_ Ln <br />a <br />,^ <br />�Ua� <br />Q ovo <br />E <br />z�M <br />W <br />J <br />W� <br />Zaa <br />E5 <br />uj <br />�4�0 <br />W <br />z <br />.may+ <br />8CI8 <br />CJ i�®N <br />Ili <br />J <br />Cr <br />go <br />Z <br />IIY <br />0 <br />Z <br />N <br />t `n <br />LL <br />O <br />�_ <br />Z <br />�� <br />U <br />iN <br />C\1 <br />uj <br />0 <br />^ <br />Lg <br />Z <br />J <br />r-I <br />W <br />LJJ <br />Z <br />E o <br />Z 8 <br />�C <br />a~Z <br />M <br />00 <br />Z <br />Z <br />�- <br />0 <br />O <br />(N� <br />7_11 <br />�. <br />Tw <br />v <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />1.1 <br />
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