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3306 Moulden Hollow Dr
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3306 Moulden Hollow Dr
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Last modified
3/20/2025 5:40:05 PM
Creation date
2/19/2025 10:33:47 AM
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Building Plans
Street #
3306
Location
Moulden Hollow Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
20752
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I ° ° <br />3L _ 21 _ J 18 •3 <br />/ w- <br />�- <br />04 <br />r Q <br />N > <br />20'_6g�" <br />J <br />U <br />0 <br />CD <br />_ <br />SI Kwl <br />ISP <br />_ <br />2'-2" <br />i <br />} �- TIE <br />`( -C <br />- <br />N <br />_ <br />of 1 <br />NTRY =0- <br />(np <br />L . ,n� <br />5-SH '- <br />DEEP <br />- <br />c� <br />I <br />v <br />/ M�� <br />/ so <br />■ / IRAI <br />AC PAD / I <br />I� I oa 2" <br />00 } <br />o I <br />( FLBERGLASSom <br />SURROUND N <br />TYP 1 <br />STORY <br />rA <br />S3 <br />�� <br />P <br />FLAT <br />16" <br />36 <br />----- ' <br />: <br />- <br />0 0 <br />36 - <br />---^ <br />N <br />H B� - EGRESS EGRESS <br />A <br />OS3 O <br />15'-10" <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/ 112" <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 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 />H$ <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 />184X254 <br />S.H. <br />13 <br />20X38j <br />18�X37J <br />S.H. <br />14 <br />20X50j <br />184X50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />18jX71j <br />S.H. <br />1H2 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38j <br />26x37 <br />S.H. <br />1 H4 <br />27 4 X 50 i <br />26 x 50 <br />S.H. <br />1115 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 251/2 <br />S.H. <br />23 <br />37 q X 38 j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 j <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 j X 72 <br />36 4 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 i X 25 j <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 j X 62 4 <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 />Ell <br />SCALE: %4'=1'-0" <br />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection. <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />R302.5.1 Opening Protection. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 318" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage 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 openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section 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 top of the sill of an operable window is <br />located less than 24 inches (610 mm) above the finished floor and <br />greater than 72 inches (1829 mm) above the finished grade or <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />with window fall prevention devices that comply with ASTM F2090. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />Chapter 45 Private Swimming 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 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 />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 />0 <br />+29.7 / -30.8 <br />�B <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />Q <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />0 <br />+26.6 / -32.2 <br />�G <br />SEE SN SHEET SEE SN SHEET <br />'� 40 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 />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 />1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 24 <br />TOTAL AREA 2376 <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) 1 <br />ii <br />0 t2 <br />� o <br />o <br /><C <br />ci <br />bw <br />(1)0 <br />w <br />4-' <br />p <br />•n W <br />01 <br />N <br />TM <br />F- <br />o <br />22 co <br />m N <br />W <br />t- <br />N Cl) <br />enM <br />O O N <br />C� <br />< <br />y " o <br />W <br />o <br /><0, <br />a. o <br />u,R:s <br />rn Q o <br />B D® <br />N .C- <br />_ N <br />V <br />W <br />Z R " Na�oZ <br />+� <br />u o o , w <br />W N a <br />LU rnu o a <br />a a j <br />r <br />Za�NMIN <br />rn m N <br />WW1Uy1?q%.. <br />E ww`� ®. Q <br />� � ® <br />�cp <br />O .� <br />`:'OFES NO <br />X� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />O <br />LU <br />z¢ <br />f� <br />Uzoo <br />z�z� <br />�0wZ <br />7 <br />L <br />VO- W <br />� g <br />aw�� <br />/'\ <br />_1 <br />Um�o <br />Q <br />a- <br />zz <br />L <br />n , <br />W <br />y O <br />4 U <br />: <br />00 <br />Z <br />s <br />CL <br />S <br />CG <br />LL. <br />z <br />C <br />G <br />V <br />H <br />U)� <br />:jW <br />U <br />_ <br />1� <br />9 <br />Per- <br />r. <br />0,< <br />SOU <br />Lu <br />U�a <br />z <br />Z <br />h <br /><X� <br />Rcece <br />Z <br />*'t <br />0 <br />0 aCY <br />Lu <br />J <br />Ln <br />ri <br />V i <br />2:Q <br />�C <br />LiJ <br />z <br />> ; LL <br />F ZOO, <br />U <br />g 4 <br />8 a Z <br />Ln <br />I� <br />Z <br />0 <br />90 <br />m <br />z <br />U <br />2 <br />�n <br />Q <br />rn <br />*-i <br />Q <br />o <br />SCALE : AS NOTED <br />DATE : 11 /28/2018 <br />TECH: MJAM ES <br />VERSION NO. <br />4mO <br />SHEET NO. <br />1.0 <br />
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