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3197 Moulden Hollow Dr
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3197 Moulden Hollow Dr
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Last modified
3/5/2025 11:59:41 AM
Creation date
2/27/2025 11:17:16 AM
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Building Plans
Street #
3197
Location
Moulden Hollow Dr
Contractor
Lennar Homes
Building Plans - Permit #
19306
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C <br />co SUR I I r <br />3 am H 18'-0" FLAT CLG. <br />S6 10 I I CARPET <br />8 - - - 112 - - - - co " O 2668 0o TYP @ 2 <br />7 <br />7- - - - 113- - N I N I STORY <br />6 _ 14 ARPET 1 <br />5 _ 115 0 NIAy'?� 1 8'-0" FLAT CLG. S6 <br />5 4 1 6 g FT G68 = 12P, I BEDROOM 4 <br />8' --� <br />D2 -- — — -- MI Q \ I I = I <br />3 I I \I <br />2 N <br />N <br />J +42" HALF I A I <br />WALL I o o I ,.-:I � 4 <br />H1 I D2 <br />~ � <br />C7 C7 iL I °0 <br />w u_ 81 I io <br />I <br />Ly 0 I <br />4'-0" T-4" 5'-10" T-10" 12'-0" I <br />I <br />I <br />CARPET <br />8'-0" FLAT CL I 00 <br />I <br />60 LOFT N <br />co I <br />13'-2" 2'-8" 13'-8" <br />e 4 io <br />1 H1 D2 <br />22 1 I <br />D1 I I I C,) = O <br />w <br />Cr <br />I C7 N <br />LL: W <br />c o bo 1 I <br />1 ►n °° <br />I CARPET <br />8' " FLAT CLG. <br />1 BEDROOM 5 <br />I I I <br />Hli S6 \,,D2 <br />TYP @ 2 STORY <br />04 <br />N <br />N <br />T <br />0 <br />0 <br />v <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 />iEFITf <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 />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 />18JX254 <br />S.H. <br />13 <br />20X38 <br />18}X37j <br />S.H. <br />14 <br />20 X 50 <br />18 j X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 j <br />S.H. <br />16 <br />20X72 <br />18JX714 <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 38 � <br />N/A <br />S.H. <br />34 <br />27 j X 50 <br />N/A <br />S.H. <br />433 <br />N/A <br />26 x 37 <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />J 35 <br />27 J X 63 <br />26 X 621 /2 <br />S.H. <br />436 <br />27jX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 } 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 />36JX50 <br />S.H. <br />25 <br />37 J X 63 <br />36 j X 62 1/2 <br />S.H. <br />26 <br />37 j X 72 <br />36 j X 71 112 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 } <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 37 1 <br />S.H. <br />34 <br />54 X 50 j <br />52 j X 50 <br />S.H. <br />35 <br />54 X 63 <br />524 X 621 <br />S.H. <br />36 <br />54 X 72 <br />524 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 Gass 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 />OA <br />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />OD <br />+24.5 / -31.9 <br />OE <br />+23.0 / -25.2 <br />O <br />+23.0 / -28.9 <br />O <br />SEE SN SHEET HO 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 />'t♦1111111111111� • - <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 "A1" <br />1ST FLOOR LIVING AREA 1793 <br />2ND FLOOR LIVING AREA 1103 <br />LIVING TOTAL 2896 <br />GARAGE 437 <br />FRONT ENTRY 26 <br />TOTAL AREA 3359 <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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />_ <br />0 <br />Z Mo <br />Z <br />Q <br />a <br />Z <br />( <br />� <br />(DM <br />4--+ w <br />0 <br />U - <br />w <br />0 <br />~ <br />(/) = <br />o <br />o 0 <br />U <br />NM <br />W <br />8 <br />W W <br />C�IBM <br />'0 Cl) <br />O o0 <br />2 <br />g <br />d <br />� ODU <br />r <br />CY <br />Qrn <br />aCL <br />0�� <br />dodo <br />A , <br />B Ds <br />N C B D C <br />\� <br />`/z. <br />\` <br />N ,.... <br />15,E '• <br />co <br />V <br />Uo <br />N <br />Of <br />o <br />•� •�� <br />JL <br />o` <br />dip <br />LLZ ✓ Hiss \ONr <br />W ` 41 1110,\\ <br />N <br />J o <br />❑❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth 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 />ate+ <br />M O <br />M <br />Q U1) "gyp <br />a cn •,_ <br />Q LL <br />CL .-. <br />Q OC) <br />z <br />z E <br />(0 <br />Z <br />WJo� <br />l0 <br />�I- <br />Z <br />a <br />Za <br />O LLJ <br />W QqU <br />W Z z z <br />" �W <br />�Mi <br />Z <br />L. <br />M <br />w <br />N <br />p <br />o <br />8 <br />z <br />U-) <br />_j <br />3 <br />O <br />Z <br />o <br />U <br />= <br />fu <br />N <br />oLL <br />J <br />� cc <br />��f� <br />Q <br />Z <br />Z <br />N <br />2 <br />% <br />w <br />—j,..� <br />to <br />f <br />Ili <br />Q <br />6 1 <br />o <br />a <br />l0 <br />M <br />Q <br />ZZ <br />Z <br />�0 <br />OUJI <br />m <br />I� <br />:5= <br />W <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />1.1 <br />
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