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3217 Kresterbrooke Ln
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3217 Kresterbrooke Ln
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Last modified
3/20/2025 2:52:49 PM
Creation date
2/27/2025 1:08:35 PM
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Building Plans
Street #
3217
Location
Kresterbrooke Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
20166
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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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 J X 25 j <br />S.H. <br />13 <br />20 X 38 j <br />18 J X 371 <br />S.H. <br />14 <br />20 X 50 j <br />18 } X 50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />18JX714 <br />S.H. <br />j 32 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />} 33 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />j 34 <br />27 4 X 50 j <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 371 <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />} 35 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />J 36 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 j X 26 <br />36 } X 25 1/2 <br />S.H. <br />23 <br />37 1 X 38 j <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 j <br />36 4 X 50 <br />S.H. <br />25 <br />37 j X 63 <br />36 j X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 j X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 37 j <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />524 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />• 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 />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 />�E <br />+26.6 I -28.0 <br />O <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 />MASONRY HGT. @ 9'4" A.F.F. <br />TYP. 2x FRAME WALL <br />INTERIOR 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 <br />1ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <br />INSULATION REQ. <br />LOCATION <br />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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />CD <br />Z C) <br />— oEl <br />Q <br />a <br />U) z <br />WL/ <br />CD <br />/�')� <br />(1) cn <br />4--J W <br />�U — <br />O c <br />E <br />m <br />U <br />t1J o <br />W'111'a'. F— s <br />4) M <br />Ql tp M <br />O O N <br />C <br />tU-00 <br />Q. 1 <br />Q " <br />� v <br />0 g o <br />Al I <br />B D. <br />din <br />d <br />to NI•(/ <br />�.r <br />!9 <br />- 0 a <br />b <br />10 z -Sf <br />. a; � ' `� <br />� <br />5 :b <br />1WW't <br />¢'o <br />oC) <br />U F- <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 No <br />o w f\ <br />00 <br />►4 M <br />M <br />QU-)-gypLn <br />a cn •� � <br /><C <br />z <br />U <br />0000 <br />Q <br />z E <br />Z M <br />WJ <br />� <br />d' <br />jZ <br />wn <br />z¢o <br />f F- <br />w4�� <br />00W <br />z w w M <br />z <br />z <br />Z <br />g <br />� 0 W <br />cj � <br />Oyu <br />U W F 2 <br />L <br />�O <br />O <br />fz <br />O <br />S <br />4 <br />T� <br />a <br />Ofn <br />= <br />U)�f <br />a��1a0 <br />O N <br />J <br />x O U <br />O <br />j <br />y� <br />N <br />Z<0 <br />z wq <br />Q <br />8�s <br />Z <br />^ <br />Z <br />J�--I <br />o� <br />LJ.J <br />Q <br />Z <br />z UVU <br />LU ;5 8 <br /><Wz <br />k <br />N <br />Z <br />U <br />Rz <br />m <br />00 <br />_ <br />a z <br />£ <br />.--1 <br />a <br />U0 <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION N0. 4nO <br />SHEET NO. <br />1.0 <br />
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