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36443 Flats St
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36443 Flats St
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Last modified
2/26/2025 5:05:37 PM
Creation date
2/18/2025 4:13:20 PM
Metadata
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Building Plans
Street #
36443
Location
Flats St
Contractor
Lennar Home
Building Plans - Permit #
6077
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G.T.. <br />2 H2 <br /><8> <br />T <br />TILE <br />F-T <br />I? <br />1 <br />c) <br />G 16 <br />(3) 2x4 #2 SPF <br />2868 2868 S3 7114 <br />w/DTTZ AT BASE <br />5 <br />V-4" 4 - - - - <br />L,.-,, <br />D <br />6y <br />S3 <br />]SH. <br />L:01 <br />C14 <br />A_D2)�' 6 <br />1�7 <br />LAUN '7 113 <br />1 NOTE: FINISHED <br />(3 <br />LL <br />81-8.1 1 <br />FLAT CLG. 8 12 <br />00 - - - - - - <br />TILE <br />00 9 ill <br />1 L.- <br />--EDGEOFSLAB2" <br />BEYOND WALL <br />I WALLS TO BE 1 U <br />VERIFY IN Fl ElJ1D. <br />ILI <br />0 C14 <br />7��ANSOVBOX <br />'WIRE 10 <br />OWNE IS SUITE <br />91 ; SHELF1 @ 36" A. F. F. <br />18" FLA DRYER VENT <br />TI <br />THRU WALL <br />PT. D 3) 2X4 #2 SPF W1 <br />+42" SLOPING <br />HALF WALL <br />to <br />SIS <br />DTT2Z BASE <br />2 CAR GARAGE <br />I- _1/ <br />TYP @ 2 STORY <br />8' -8" f LAT CLG. <br />CPRPET <br />R&S <br />8'-8" FLAT CLG. AFF <br />LL <br />0 <br />0 <br />- - - - - - - - - - - <br />5 SH 10 <br />16" DEEP PLUMBING LINE TO <br />33 <br />0 SECOND FLOOR <br />0 <br />0 <br />0 <br />04 <br />LINEN <br />2668 B.F. 2668 <br />G <br />> <br />0 <br />LO <br />ILE LL <br />T <br />21'42"' <br />14'-9" <br />7 CM <br />286 <br />_�TB <br />1 W. I.C. <br />2% <br />BUILDER TO PROVIDE <br />6 APPLIANCE PROTECTION <br />Ty P0 <br />GARAGE <br />U) <br />U) <br />U) I <br />36" X 60" ob I 8'-8" FLAT CLG <br />WHEN REQUIRED PER FBC <br />OPENING <br />IB Lu <br />00 <br />11 CARPET <br />SHOWER <br />0 <br />FIBERGLASS J <br />W. <br />VERIFY LOCATION <br />Do 19 ELECTRICAL PANEL <br />___N_ <br />- - - - - - - - <br />L - - - - _4 <br />- - - - - <br />--------------- ------ <br />�El <br />i <br />SURROUND R&S <br />TYP @ 2 VERIFY METER <br />STORY LOCATION WITH <br />BUILDER <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) � 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><e>(2) <br />- 2X1 2 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 114 LVL <br />2.OE Fb=2950 <br />(2) - 13/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 13/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />I <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 />R.O. FRAME <br />TYPE <br />12 <br />20 X 26 <br />18 J X 25 J <br />S.H. <br />13 <br />20 X 38 J <br />184X371 <br />S.H. <br />14 <br />20 X 50J <br />18JX 50 <br />S.H. <br />15 <br />20 X 63 <br />184X624 <br />S.H. <br />16 <br />20 X 72 <br />18 JX 714 <br />S.H. <br />111-12 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />11113 <br />27 1/4 X 38 J <br />26 x 37 J <br />S.H. <br />111-14 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />111-15 <br />27JX63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />274X72 <br />26 X 71 1/2 <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 <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 1 <br />36 � 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 />37JX72 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 4 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 J X 37 J <br />S.H, <br />34 <br />54 X 50 J <br />52JX50 <br />S.H. <br />35 <br />36 <br />54 X 72 <br />52 J X 71 J <br />S.H. <br />39X59 <br />40 X 59 <br />1 <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />FIRST FLOOR PLAN - ELEV-Al <br />SCALE: Y4"=V-0" <br />General Notes <br />R302.5 Dwelling/Garage Open i ng/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 <br />Openings from a private garage directly Into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />not 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 />R302.5.2 Duct Penetration <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />separating the dwelling from the garage shall be constructed of a <br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct board, or other approved <br />material and shall not have openings into the garage. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />shall be protected as required by section R302.1 1, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />Attachment of gypsum board shall comply with Tab;e R702.3.5. <br />The wall separation provisions of Table R302.6 shall not apply to <br />garage walls that are perpendicular to the adjacent dwelling unit <br />wall: <br />• From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or <br />equivalent applied to garage side. <br />• From Habitable Rooms Above Garage - Not Less then 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 112" 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 <br />Outdoor swimming pools shall be provided with a barrier <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />M 1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />bathrooms and toilet rooms shall not discharge into an attic, crawl <br />space or 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 />ENCLOSED - EXPOSURE "C" <br />+29.7 -32.2 <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />(b) <br />+28.3 / -37.0 <br />+26.6 -29.1 <br />+26.6 / -33.5 <br />SEE SN SHEET SEE SN SHEET <br />140 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 />1 +29.7 / -39.7 <br />WALL LEGEND <br />ippg III � 11 11 <br />TYP. 2x FRAME WALL <br />BEARINGWALL <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 "All' <br />FIRST FLOOR LIVING 1793 <br />SECOND FLOOR LIVING 1103 <br />LIVING TOTAL 2896 <br />GARAGE 437 <br />ENTRY 26 <br />TOTALAREA 3359 <br />PATIO 24 1 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT FRAME 2 x 4 R-1 1/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACr.D <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-1 1/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />4" <br />42WJ <br />4= <br />VW <br />C3 <br />C-41 <br />CL <br />Cr <br />3: <br />C, <br />OWN <br />.......... <br />N <br />IS E <br />P <br />__J <br />0 F -'s <br />t S_ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th EditionL Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />cl <br />0 co 8 <br />0 N <br />0 Lo Z 12 R <br />U) LL <br />LL <br />U_ M <br />-6 ;5; W <br />Z r- <br />CL <br />Co <br />0 <br />Co <br />IN <br />W M Lq <br />z z < <br />z <br />W El El <br />CQ <br />< <br />V) <br />4-1 U_ <br />C/3 <br />LU <br />0 LU <br />C� <br />u <br />milk <br />CC) <br />LL_ <br />E <br />E <br />I <br />z <br />C1 <br />` E <br />8 <br />0, <br />z <br />fu <br />C <br />0 <br />C: <br />M <br />c/5 <br />W <br />M <br />L <br />C) <br />LO <br />LO <br />Cn <br />cu <br />< <br />a - <br />co <br />Cr <br />Cal <br />LO <br />< <br />W <br />0 4- <br />co <br />01) <br />Cr) <br />00 <br />IL <br />N <br />ce) d <br />LO <br />00 <br />C <br />E <br />co <br />0 <br />z <br />z <br />E <br />C <br />M <br />0- <br />E <br />0 0 "a <br />0 _J < <br />JOB <br />NO: 23-00520 <br />SCALE : AS NOTED <br />SHEEr No. <br />
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