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3234 Moulden Hollow Dr
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3234 Moulden Hollow Dr
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Last modified
3/4/2025 2:40:08 AM
Creation date
2/19/2025 8:59:44 AM
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Building Plans
Street #
3234
Location
Moulden Hollow Dr
Contractor
Lennar Homes
Building Plans - Permit #
19307
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I.C. <br />i� T <br />BEDROOM <br />'-0"FLAT <br />4 — <br />'� <br />BEDROOM 3 w <br />8'-0" FLAT CLG. I O <br />r <br />C G. <br />�' H1 4 <br />NO D2 <br />8'-0" FLAT CL <br />� <br />. I <br />8'-0" FLAT CLG. <br />CARPET <br />� <br />CARPET <br />Zo <br />� <br />I TYP @ 2 STORY <br />I <br />CD <br />I <br />j J <br />cc�m <br />FIBERGLA <br />J <br />SURROUND <br />R&S <br />EGRESS <br />25 <br />SHO 6 <br />H1 D6 <br />3 <br />:RS 1 <br />D2 <br />D2 <br />18'-8" <br />20'-4" <br />39'-0" <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=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 />140C <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />9'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>9'-0" <br />2x6 <br />SYP #2 <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 />184X254 <br />S.H. <br />13 <br />20 X 381 <br />18 4 X 371 <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 J X 62 4 <br />S.H. <br />16 <br />20 X 72 <br />18 J X 714 <br />S.H. <br />J 32 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />J 33 <br />27 114 X 38 J <br />N/A <br />S.H. <br />434 <br />27 4 X 50 J <br />N/A <br />S.H. <br />J 33 <br />N/A <br />26 x 37 1 <br />S.H. <br />J 34 <br />N/A <br />26 x 50 <br />S.H. <br />435 <br />27 J X 63 <br />26 X 621 /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 J4 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 />37JX50J <br />364X50 <br />S.H. <br />25 <br />37JX63 <br />364X621/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 1 X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />734 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 4 <br />S.H. <br />33 <br />54 X 38 J <br />52 4 X 37 i <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 4 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />• 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 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 />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />+24.5 / -31.9 <br />OE <br />+23.0 / -25.2 <br />�F <br />+23.0 / -28.9 <br />O G <br />SEE SN SHEET KuSEE SN SHEET <br />140 MPH <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 />I1111111111111111 . - .:: . <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 <br />1093 <br />2ND FLOOR LIVING AREA <br />1489 <br />LIVING TOTAL <br />2582 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3044 <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 I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />u, <br />Ulr <br />Z (h <br />o <br />_ <br />Z cfl <br />z <br />Q <br />Z <br />V) (D <br />(1) <br />U-) <br />w <br />� p <br />U — <br />w <br />OE~ <br />0-1 <br />m <br />co <br />i� Cn <br />o 0 <br />U <br />w <br />~ 8- <br />a)M <br />cco <br />ns co <br />O �N <br />0-0 <br />L LL o0 <br />Co <br />0 <br />O u7) "tt <br />Q rn <br />rn CL <br />Q o <br />A ' <br />B�D�C <br />t� <br />N <br />co <br />J� <br />o�1ZU <br />4 <br />a <br />r? <br />.J <br />CL <br />:momCQp <br />w <br />LL'' <br />fL <br />N . M 'S <br />�� <br />�} W <br />J <br />J 1 <br />To the best of the Engineer 4,� tion, and <br />belief, the structural plans and speci}ications 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 />O <br />z� <br />0 N r-, <br />L-i a-' O <br />M <br />Q V) f0 Lr) <br />z <br />V) <br />LL � <br />LL <br />` <br />U ro <br />Q <br />�� <br />to <br />Z <br />WJ C:) <br />d- <br />J <br />oZ <br />U <br />z d <br />w z 0 <br />U Z OU O <br />Z�Z <br />�oz <br />z <br />�02�" <br />aa0Ln <br />��o <br />J <br />U Lu N <br />U <br />T <br />i <br />w <br />oZ <br />Zo <br />Q U <br />_ <br />p <br />�z <br />01� <br />0 <br />c: <br />L <br />ILL <br />N <br />_0 <br />L <br />0 <br />o <br />X: <br />N <br />N <br />L� <br />o� <br />o z <br />I— o <br />a <br />f- � <br />w <br />0t��h <br />;; <br />w��� <br />�amE <br />k <br />(V <br />z¢oa <br />U¢<3 <br />Q <br />d- <br />o � a <br />Z <br />WDu-2 <br />z <br />J <br />Lill <br />a <br />w o�Z <br />t-1 <br />W <br />v, a Z U <br />U <br />S <br />Q <br />Z <br />LLJ Q f- <br />adz <br />Z <br />0 <br />z <br />0 <br />QLU <br />J <br />7- <br />a z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />1.1 <br />
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