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3168 Moulden Hollow Dr
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3168 Moulden Hollow Dr
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Last modified
3/4/2025 10:46:07 AM
Creation date
2/27/2025 1:07:42 PM
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Building Plans
Street #
3168
Location
Moulden Hollow Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
19112
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00 <br />0 <br />0 <br />O W <br />L <br />N W <br />S3 <br />TYP @ 1 STORY <br />122 <br />a0 O co <br />to ((D <br />PATIO to <br />L 4'-0" <br />i>o <br />I <br />OWNER'S <br />SUIT <br />8'-0" FLAT <br />LG. <br />CARPE <br />I <br />(4) 2x4 #2 SYP <br />G <br />STUDS W/ US <br />S3 <br />HTT4@ BASE <br />----1 4-SH <br />/ o <br />00 <br />N <br />FIBERGLASS <br />SUR%OUND <br />60" X 36" <br />Q. <br />8l. <br />�p LAT <br />LO umop <br />I� <br />I <br />~aw <br />10 Ir <br />A <br />BEDROOM 2 <br />8'-0" FLAT CLG. <br />CARPET, <br />00 <br />11' <br />4068 B.F. Its <br />N 8'-3j" <br />----- -- R—S ----30 t�7.:s <br />— <br />L D—W—� <br />r— — — — — — — — — — — — <br />59'-4" <br />O <br />25-SH <br />EGRESS <br />O <br />25-SH <br />EGRESS I <br />BEDROOM <br />8'-0" FLAT CLG. <br />CARPET <br />N 4-SH co <br />N <br />i6, <br />6�70. <br />N HALL <br />9'-4" FLAT CLG. <br />CARPET <br />FIBERGLASS <br />SURROUND <br />T H1 L I <br />5'-0" 1'"�B" I G HAS N BOX '@ <br />S3 36' A.F F. -- — R&S- <br />9'-0" I 3'-8" 2'-8" 4'-3" 6'-10" 3.7 PT. OPT. D <br />I <br />-0" LA CL <br />2CEILINGF�` `brO a <br />I <br />868' <br />I I <br />-- ------------------------------------ <br />/ s <br />co <br />FAMILY ROOM <br />CAFE <br />/ VAULT. CLG. I <br />CARPET VAULT. CLG. <br />/ 30'-0" CARPET 4 -1 " <br />o_ Y' <br />/ Z � Z <br />ER <br />ILE! <br />S3 <br />35-SH <br />O <br />16' <br />H.B. <br />I <br />r�v <br />BEDROO 4 <br />8'-0" FLAT CLQ. <br />CARPET i <br />1 q'-10" T-0" <br />I I <br />m <br />4'-1" ?l'-3" 40681 B.F. <br />8'-0" <br />2668 <br />-- d G.T. <br />S3 r---- <br />I D <br />I I I S3 <br />I <br />I <br />~ I ~ <br />OI d1 <br />3 2-CAR GARAGE <br />'3 8'-0" FLAT CLG. <br />1 <br />EDGE OF SLAB 2" I <br />BEYOND WALL A:qo <br />�f I <br />DRYER VENT I <br />THRU ROOF <br />20'-9" <br />I <br />I <br />II A I I <br />I l l I I <br />IFvW1� I I <br />I �itil I <br />I�Q�I I <br />III 11 I I <br />I <br />L.--J I <br />L— — — — ------- <br />I I <br />I <br />3068 I I <br />OI <br />ENTRY <br />� I <br />0, 1 8'-0" FLAT CLG. <br />�s <br />15'-0" <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I b <br />I I O to <br />1 I <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <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 />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 9 1/4" <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 7 1/4" <br />LVL 2.0E Fb=2950 <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 />20 X 26 <br />18 � X 25 4 <br />S.H. <br />13 <br />20X38j <br />18JX37j <br />S.H. <br />14 <br />20 X 50 1 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 } X 62 4 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />J 33 <br />27 1/4 X 38 j <br />N/A <br />S.H. <br />j 34 <br />27 j X 50 j <br />N/A <br />S.H. <br />J 33 <br />N/A <br />26 x 37 <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />435 <br />27 4 X 63 <br />26 X 62 1/2 <br />S.H. <br />J36 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 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 4 X 50 <br />S.H. <br />25 <br />37JX63 <br />364X621/2 <br />S.H. <br />26 <br />37 j 72 <br />36 } X 71 112 <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 4 <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 37 j <br />S.H. <br />34 <br />54 X 50 j <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 62 } <br />S.H. <br />36 <br />54 X 72 <br />52 j X 71 j <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 />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 />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 />6A <br />+25.6 / -27.8 <br />W <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />OD <br />+24.5 / -31.9 <br />O <br />+23.0 J -25.2 <br />O <br />+23.0 / -28.9 <br />�G <br />SEE SN SHEET <br />Si7;4 <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 />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 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 <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />j R-11/R-13 KRAFT FACED <br />Z M <br />0 <br />— o <br />Z <br />Z <br />Q <br />a <br />Z <br />Ln <br />Q) N <br />4--J w <br />U - <br />w <br />O <br />E <br />~ <br />E <br />o <br />V ~ <br />U <br />r- <br />mr- <br />(DM <br />W <br />— 4 <br />W ~ <br />C M M <br />m M <br />N <br />O O8co <br />= <br />U� <br />wU- <br />f°a� <br />< rn <br />Lnaqv <br />A , <br />NCBDC <br />co <br />04 <br />N <br />' N <br />A <br />u 2,4 <br />W. <br />a <br />m <br />o� <br />:mom_ <br />O F E S S 1 O <br />To the best of the Engi Vf ation, and <br />belief, the structural plans andrs I ions 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 />Q <br />Z N <br />0 � N <br />i>i�MQO <br />M <br />a4_j (0 Ln <br />a cn •,_ � <br />Q LL <br />13� za U <br />E00 <br />Z <br />WJ C:) <br />d' <br />B� <br />�Z <br />W� <br />�a <br />tr <br />`cizoU <br />z <br />'j w <br />Z <br />6tg <br />v <br />N <br />I.- <br />izZ <br />Z <br />- <br />O <br />L <br />s.1 <br />a <br />� <br />0 <br />T" <br />r , <br />V <br />= <br />T <br />W <br />W <br />1OWu pLL ZZ. <br />O <br />r <br />� cc Ed <br />gU4����az3 <br />Z <br />^ <br />� <br /><Qc"8 <br />w <br />.�-t <br />LL.I <br />W <br />Z <br />� 5 <br />�i-g <br />M <br />m <br />Z <br />Z <br />g <br />LU <br />rn O <br />.--t <br />a <br />= <br />cn <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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