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3163 Kresterbrooke Ln
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3163 Kresterbrooke Ln
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Last modified
3/4/2025 10:41:18 AM
Creation date
2/27/2025 1:07:29 PM
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Building Plans
Street #
3163
Location
Kresterbrooke Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
19981
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T-6„ <br />4 <br />(2) #5'S <br />4 <br />to <br />9 <br />r` <br />r <br />' <br />I 2068 B.F. <br />2" <br />TRIG <br />_-_HDRAT7-0" _- - 8'_8" FLAT CL <br />-----------A <br />_ <br />4 <br />DEEP <br />5-SH <br />°D <br />2x6 WALL <br />_ <br />00 <br />4'-0„ , 0" <br />(2) #5'S <br />FAMILY ROOM <br />8'-8" FLAT CLG. <br />CARPET <br />(3) 2X4 #2 SPF 8' 8" F T G. <br />W/ (3)16d --i -E . <br />TOENAILS @ <br />BASE j - 12 _ - <br />42"SLOPING <br />09 <br />FLEX <br />8'-8" FLAT CLG. _ <br />CARPET <br />/ <br />00 <br />T <br />HALF WALL 10 <br />00 <br />AC PAD EP) <br />FLOOR G.T. <br />— 9 <br />I I I 1 4 15 1 <br />I I I IUP h6 I I I <br />I I I I I 1 3 I I ( G <br />I <br />TYP @ 2 STORY <br />J <br />S6 <br />a� <br />�; <br />'A° <br />M <br />H.B. <br />J <br />S6 <br />TYP @ 2 STORY <br />(3) 2X4 #2 SPF W/ (3)16d 1 <br />TOENAILS @ BASE 8 <br />-0N <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) - 2X6 #2 SYP W/ 112" <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 91/4" <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 />111 <br />S.H. <br />13 <br />20 X 38 J <br />18 4 X 371 <br />S.H. <br />14 <br />20 X 51 <br />18 } X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 X 62 <br />S.H. <br />16 <br />20X72 <br />18 X71 <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />} 33 <br />27 1/4 X 381J <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 />} 35 <br />27 1 X 63 <br />26 X 62 1/2 <br />S.H. <br />} 36 <br />27 j 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 X 38 <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 j X 50 <br />S.H. <br />25 <br />37 1 X 63 <br />36 } X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 } 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 j X 25 } <br />S.H. <br />33 <br />54 X 38 } <br />52 J X 371 <br />S.H. <br />34 <br />54 X 501 <br />52 j 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 />• 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 8 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. Ed. 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 />OA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -36.4 <br />�E <br />+26.6 / -28.0 <br />�F <br />+26.6 / -32.2 <br />GO <br />SEE SN SHEET Ku 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 />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 <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />u7 <br />0 <br />Z fh <br />z <br />z <br />Q <br />a <br />V) z <br />Cz <br />V1 (9 <br />a) N <br />4--J w <br />OLU <br />V) C <br />U <br />i- <br />�' <br />0L <br />_L <br />U <br />1° <br />¢ , <br />� i <br />' <br />JA <br />B D. <br />N <br />wo <br />.N .. r. <br />o n�A S <br />$' <br />ERU) <br />J <br />ell <br />LLIU <br />To the best of the Engineer's kn ddg F o Ifiatlon, 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 />O <br />Z N <br />O u <br />U.) fYi Op <br />M <br />QU-)-pLn <br />a to •L v" <br />HCLG <br />U Ce <br />00 <br />Z <br />Z E <br />WJ <br />CD <br />�- <br />za <br />n: <br />N u ,o <br />011 <br />.J <br />CL <br />L <br />cr- <br />1 ` <br />Ln <br />LL <br />� <br />w <br />o <br />L) <br />N <br />U <br />= <br />T� <br />J <br />N <br />gI <br />ZT� <br />J <br />Ln <br />W <br />Q <br />lJJ <br />Z <br />.In -I <br />m <br />O� <br />ll <br />z <br />� <br />tu <br />_ <br />rn O <br />,-4 <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSIQ <br />VERSION NO. 5ol <br />SHEET NO. <br />1.0 <br />
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