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3076 Kresterbrooke Ln
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3076 Kresterbrooke Ln
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Last modified
3/21/2025 6:17:47 AM
Creation date
2/27/2025 11:17:06 AM
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Building Plans
Street #
3076
Location
Kresterbrooke Ln
Contractor
Lennar Homes
Building Plans - Permit #
19727
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FOR <br />I <br />El_ 1 O <br />1v a I I I 8'-0" CLG. <br />HEIGHT). 4x4 P.T. <br />I I <br />l i f�';IT <br />� I I <br />TO SIT DIRECTLY <br />I <br />1 I 11 <br />-- - <br />K <br />1 I <br />IN CENTER W/ <br />S3 <br />I I <br />1TW <br />USP PA44 TYP OF <br />N <br />-TIL 2-2, 2, Err <br />1 ( 20'-04" I I I�) <br />c? <br />p <br />O <br />OQcr <br />IItI1II <br />ANTRY <br />EDGE OF SLAB 2" <br />c- <br />4206' <br />A-0" L�` W <br />= <br />-I <br />BEYOND WALL =_ O <br />ujOPT. <br />Lot <br />50>REF. <br />0 <br />� <br />16" DEEP <br />DRYER VENT <br />CAR GARAGE <br />oTHRU <br />WALL <br />8'-0" CLG.FAMILY <br />RM <br />HANSON BOX <br />I <br />o <br />-8r <br />36" A.F.F. <br />20'-0-" 1178rIIIIIIII1 <br />oT_ <br />10 <br />I I <br />CAPET <br />-�PT_WD-_N <br />i <br />i <br />w <br />a <br />rto U <br />iv <br />i0 <br />I I <br />I I III III <br />?w <br />. <br />I <br />28TI�E 268 <br />-----------LU <br />I <br />q <br />- <br />CV <br />A <br />S3 TYP @ 1 STORY <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/ 112" <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 11 114 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 />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 50 j <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 } X 62 j <br />S.H. <br />16 <br />20X72 <br />18jX714 <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />433 <br />27 1/4 X 38J <br />N/A <br />S.H. <br />434 <br />27 j X 50 j <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 1 <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />j 35 <br />274 X 63 <br />26 X 62 1/2 <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 25 1/2 <br />S.H. <br />23 <br />37 j X 38 j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 j <br />36 } X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 62 112 <br />S.H. <br />26 <br />37jX72 <br />36}X711/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 j WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 j X 25 j <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 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 j X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />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 112" 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 shalf 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 />OE <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />OG <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 />+34.0 / -44.8 <br />WALL LEGEND <br />�1111111111111111 - ••-• <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 "B111 <br />1ST FLOOR LIVING AREA <br />LIVING TOTAL <br />GARAGE <br />FRONT ENTRY <br />TOTALAREA <br />1555 <br />1555 <br />408 <br />42 <br />2005 <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 />jR-11/R-13 KRAFT FACED <br />0 <br />(D r <br />z o <br />CID <br />tAmooft <br />Z <br />z <br />Q <br />a <br />Z <br />V) (9 <br />w <br />CT3 p <br />W <br />F- <br />V) <br />� � U <br />4 0 <br />m ^ <br />M <br />W <br />C . M <br />Lu -0 Cn <br />U� <br />yam <br />Y <br />Q <br />�8. <br />a < O <br />`L�`l!` <br />5 ,• <br />litk� �= �o� <br />� t' <br />CQ <br />Ern <br />LL <br />N a^r' <br />To the best of the Engin ;Mnowlecl" n•o,r�m.�,.ayv nd <br />belief, the structural plans a '��t t� `C'•b ed <br />fN6 pblL Olorida <br />within these drawings comply with <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 <br />0.N� <br />►> in - <br />M <br />Q -O Ll) <br />•� <br />a N <br />z <br />Q L_U� <br />a <br />cl� V Q� <br />Q <br />Z3: E fa <br />W <br />�� <br />Z <br />5a <br />c�<XM <br />Z U 0 <br />ZWw� <br />Z <br />Q <br />�8yzJ <br />�0.0 <br />1} w t n <br />O�Ws <br />J <br />U{ 8! i N <br />f-W© <br />L <br />� <br />gZ <br />p <br />f z <br />Un3 <br />LL <br />U <br />Q W <br />W <br />o'LL <br /><cc2�)0Q <br />0 ` <br />J <br />Q O U <br />W � Z <br />5g� <br />Z <br />LU <br />6i <br />wa"Q <br />a <br />a li <br />ram{ <br />liJ <br />L <br />R Z U <br />tl a <br />O <br />Z�� <br />Z <br />Z <br />U <br />00 <br />o <br />N <br />f <br />0- <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />1.0 <br />
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