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36370 Flats St
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36370 Flats St
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Last modified
3/21/2025 10:07:34 AM
Creation date
2/19/2025 7:57:58 AM
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Building Plans
Street #
36370
Location
Flats St
Contractor
Lennar
Building Plans - Permit #
6221
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AFF I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />___- <br />BA H 3 <br />--i <br />~I <br />w <br />PLUMBING LINE TO <br />SECONDFLOOR <br />I <br />21'_02"61 I <br />I <br />I <br />I <br />I <br />l2' <br />11'4 <br />- -- - <br />TB I rN <br />m C° <br />_ <br />r _-._ _ <br />PAf11TRX cfl <br />8 r8 z <br />L------------ <br />w <br />ou co I z oo ' �' <br />LAT CLG - - -- v? <br />K <br />FIBERGLASS I J o <br />CC1,10. <br />TILE "' <br />D VERIFY LOCATION <br />S4 TYP. <br />SURROUND I <br />5-SH 16' DEEPLai <br />S3 ELECTRI <br />AL PANEL <br />M <br />EGRESS <br />16'-4" <br />25-SH <br />J Q D <br />S6)TYP@2STORY \\-(S3 <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />15'-0" <br />im <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 11 114 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 />H$ <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E 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 />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 />20 X 26 <br />18 4 X 25 i <br />S.H. <br />13 <br />20X38J• <br />184X37i <br />S.H. <br />14 <br />20X50J <br />18JX50 <br />S.H. <br />15 <br />20X63 <br />184X62i <br />S.H. <br />16 <br />20 X 72 <br />18 } X 71 ' <br />S.H. <br />1 H2 <br />27 1 /4 X 26 <br />26 X 25 <br />S.H. <br />11-13 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 i <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />iH6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 JX 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 a <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 a <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 J X 71 112 <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 -1 <br />S.H. <br />33 <br />54 X 38 a <br />52 J X 37 i <br />S.H. <br />34 <br />54 X 50 s <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 />FIRST FLOOR PLAN - ELEV-B1 <br />SCALE: %4"= V-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 <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 R302.11, 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. Bd. or <br />equivalent applied to garage side. <br />• From Habitable Rooms Above Garage - Not Less than 518" <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 />Chapter45 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 />M1507.2 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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />0 <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -37,0 <br />DE <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />O <br />SEE SN SHEET HC� 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 />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 '"B111 <br />FIRST FLOOR LIVING AREA 1324 <br />SECOND FLOOR LIVING AREA 1762 <br />LIVING TOTAL 3086 <br />GARAGE 496 <br />ENTRY 30 <br />TOTAL AREA 3612 <br />PATIO <br />INSULATION REQ. <br />24 <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 />ca <br />cz <br />C <br />cm <br />o <br />L <br />Q <br />0 <br />�n <br />cc C_.) <br />ao o y <br />N � p <br />d <br />E <br />d <br />ro 3 <br />n. eu ae .cn <br />E <br />_, <br />E� u <br />i <br />M <br />c14 <br />0 <br />N <br />Uf <br />a n c_ (, <br />rR <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 2020 Florida Building Code - <br />Residential An Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />MM <br />W <br />a <br />tl E S N <br />0 <br />m 8 <br />V <br />o <br />10*1 <br />C <br />Cc a) <br />7 co co u LL <br />M <br />-0M N MTV LL a LU <br />a <br />a <br />@ U Sf <br />13Z <br />U_ <br />J }� Z <br />N , V 0 <br />0 <br />W <br />W <br />0 <br />7 N m J 9 <br />o CP ¢ <br />W <br />Z <br />ILW <br />d o w <br />N CO Z U U) <br />I=- <br />O U ❑�❑ <br />Z <br />Z N O <br />o 0 <br />z o <br />Q <br />a , <br />� <br />N <br />M <br />z <br />AQ)o <br />LU <br />U <br />mi <br />0 <br />N <br />w sQ) <br />G w <br />wd <br />U � <br />"' � <br />g <br />mi•..t <br />= I, <br />_ <br />V U)Q N <br />0 <br />N 07 <br />too <br />to <br />W <br />M <br />U__ <br />(6 E <br />rz p <br />E U <br />z❑ <br />a O <br />wz <br />,� <br />4 S <br />z e <br />❑a <br />�6�Uo <br />O <br />p <br />0 r <br />❑ <br />Q <br />W <br />Gz <br />WZ <br />cn <br />O <br /><o <br />¢ <br />�U <br />m2 <br />o� <br />Zf <br />m J <br />"m <br />w <br />�z <br />¢ <br />0 <br />-Z <br />MEN$ <br />�W <br />MEN <br />y <br />ado <br />o <br />w <br />;o <br />M <br />zIa <br />° 3 <br />LO <br />E <br />Q <br />0 <br />~ <br />�Q <br />O <br />C <br />r <br />W <br />V J 00 <br />LO <br />T <br />U) <br />0 <br />I <br />co N <br />O <br />N <br />M <br />00 <br />Lo <br />Ln <br />E <br />c N <br />M <br />y <br />z <br />C <br />z <br />E O <br />(n <br />42) <br />`c <br />c <br />E <br />d <br />U J <br />Q <br />J <br />JOB <br />NO: <br />23-03655 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />
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