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3210 Moulden Hollow Dr
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3210 Moulden Hollow Dr
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Last modified
3/20/2025 2:45:07 PM
Creation date
2/19/2025 10:31:56 AM
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Building Plans
Street #
3210
Location
Moulden Hollow Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
9309
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1 <br />F_ -1 <br />J I I I I I II _j J <br />d I 1 I II�� S6 <br />S6 I I I ��i <br />I I I i= TYP 2 STORY <br />o TYP @ 2 STORY I 1 4 1 5 6 1 7 I8 — —_ @ o <br />, <br />'9 <br />10 <br />I ^iii <br />LO <br />— NOWNERS 13in LOFT <br />SUITE H3 D2 <br />8'-0" FLAT CLG. <br />H3 D2 8'-0" FLAT CLG. 15 I CARPET <br />CARPET R.A.G. 16 Ljj <br />26, <br />16 -8" 3-72" <br />i �7 <br />3'-82 92 2'-4" 6'-10" 54" 2'-6" _ <br />ao <br />2868 10 <br />_Z r <br />i r I <br />W 1 <br />OD <br />eW I I I <br />0 —Loz <br />C° I o LL <br />CD o I T E ! r3-6;;,;z , l IX CD 61 —--__—�__j <br />t t <br />l a d I ATTIC <br />1 8 0 li E CL I I — 4'9�ESS BEDROOM 2 <br />24 8 <br />10 <br />I 8'-0" FLAT CLG. U) <br />_ I HU _ CARPET 0Cr <br />iv 4'-0" 5' 10„ 0 6'-1 Q 5'-4" 2-42' goy 13'-72" w H1 6 <br />00, <br />S 41 2668 D2 <br />_ c <br />Cl) FIBERGLA - 3 <br />SURROUN °_° D2 <br />--------------------- <br />60"X36" I R&S -- =W z m CO 2638 SIM. <br />SHOWER o o �, N w/ (5) STUDS <br />(o � cv 4068 B.F. <br />- M <br />I <br />00 r <br />J N 4068 B.F. 3' �" 8'-10" <br />S6 � <br />TYP @ 2 STORY N <br />6,_521„ 2, 4„ 4'-22 G <br />w <br />o O <br />T <br />T-102" r 13'-0" 2 11'-8" � <br />B <br />CD) I co ROOF G.T. — — -- eo — — — Q w T <br />ot3l I off$7 r 0 0 N <br />-0"FL TC G. BEDROOM 3 <br />D2 ; W.I.C. ; BEDROOM 4 -T1L 8'-0"FLAT CLG. I w H1 D2 <br />8'-0" FLAT CL . I CARPET <br />� I 8'-0" FLAT CLG. P— <br />CARPET j <br />1 TYP @ 2 STORY `O <br />I I <br />I I J CC-, <br />FIBERGLA <br />L------ --_— S6 SURROUND <br />R&S EGRESS <br />25 SH H1 D6 6 <br />TYP @ 3 <br />CORNERS D2 D2 <br />U. N.O. 18'-8" 20'-4" <br />O <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />H2 <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 />1 16" O.C. <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 />20X38� <br />18�X37� <br />S.H. <br />14 <br />20 X 50 j <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />18#X624 <br />S.H. <br />16 <br />20X72 <br />184X71- <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />433 <br />27 1/4 X 38 j <br />N/A <br />S.H. <br />j 34 <br />27 4 X 50 1 <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 1 <br />S.H. <br />34 <br />NIA <br />26 x 50 <br />S.H. <br />435 <br />274X63 <br />26X621/2 <br />S.H. <br />436 <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 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 />37jX72 <br />361X711/2 <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 4 X 25 i <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 4 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 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 />AA <br />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />�D <br />+24.5 / -31.9 <br />�E <br />+23.0 / -25.2 <br />F <br />+23.0 / -28.9 <br />�G <br />SEE SN SHEET OH SEE 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 />MASONRY HGT. @ 8'-8" A.F.F. <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 />2ND FLOOR LIVING AREA <br />LIVING TOTAL <br />1093 I <br />1489 <br />2582 1 <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 <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />a <br />(D �p <br />z M <br />o <br />_ <br />z o <br />Z <br />Q <br />a <br />z <br />es� <br />.0 — <br />.T <br />O � <br />E <br />V) <br />�Vi <br />O <br />o0 <br />`1 <br />t11 <br />a—E <br />8 <br />Rip <br />a) cc i <br />c co M <br />2 M M <br />O `oo <br />Qj <br />c u^00 <br />00 <br />Sao <br />ANEENIIEM <br />Y <br />rn <br />Lf) O <br />rn Q o <br />A' <br />B D® <br />N C B D C <br />o .. <br />ci�' <br />Z MNNZ <br />i007 <br />1,� <br />1✓� Q* � � �J <br />uj <br />n_ m <br />N O <br />0. <br />LLX <br />Wa`rU <br />F g S <br />To the best of the Engineer's knowl'e'dje, in ormation, and <br />belief, the structural plans and specifications 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 <br />M <br />H U-) O <br />M <br />�C U-) M Ln <br />WON <br />L <br />IZ ` <br />oC V � `0 <br />a <br />E� <br />z�� <br />LuJ 0 <br />d- <br />oZ <br />�0 <br />Q <br />z ,.. <br />w¢-[r <br />Uz�0 <br />Zww� <br />=) Z z <br />z <br />= <br />�o�W <br />0 a <br />"`•j <br />< <br />0 ( <br />Ij&LLN <br />o <br />Q� <br />13 <br />oz <br />zo <br />5W <br />l� <br />O <br />CZL <br />Z <br />'�^ <br />�, <br />LL <br />-� <br />1 `� <br />L/ <br />Q <br />O <br />a <br />o <br />V <br />= <br />/ <br />N <br />N <br />U, <br />oLL <br />�ie0z <br />0 <br />J <br />Vim <br />v2m5 <br />a <br />fV <br />1� <br />z � <br />;QZ� <br />z <br />� <br />LI..I <br />W LL <br />w <br />= al <br />r-I <br />tJ.J <br />z <br />o z o <br />FLU¢ <br />QLUz <br />k <br />o <br />QZ <br />U <br />= <br />az <br />a z <br />J <br />0 <br />r, <br />a <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />O <br />SHEET NO. <br />1.1 <br />
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