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Last modified
3/20/2025 10:58:54 PM
Creation date
2/19/2025 10:36:17 AM
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Building Plans
Street #
Garden Wall Way
Location
Abott Square 55
Contractor
Lennar Homes LLC
Building Plans - Permit #
36606
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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 />20X26 <br />184X25i <br />S.H. <br />13 <br />20 X 381 <br />18' X 374 <br />S.H. <br />14 <br />20 X 50 J <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 4 <br />S.H. <br />16 <br />20X72 <br />18JX717 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />11-13 <br />271/4X38i <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <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 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 s <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 i <br />36 4 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 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 i <br />S.H. <br />33 <br />54 X 381 <br />52 J X 37 i <br />S.H. <br />34 <br />54 X 50 a <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 i <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />NIA <br />S.H. <br />FIRST FLOOR PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />GPnprgl NntPs <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 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 <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 />(A <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />SEE SN SHEET OH SEE SN SHEET <br />PH*6E1EW <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 1093 <br />AREA <br />SECOND FLOOR LIVING 1489 <br />AREA <br />LIVING TOTAL 2582 <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 SAVE) <br />GARAGE SEPARATION jR-11/R-13 <br />(GARAGE / LIVING) <br />KRAFT FACED <br />- w- ,? <br />L <c ca L <br />a CU <br />ia3 �- <br />°7 -QJ <br />c� <br />'QJ <br />� <br />o <br />0 <br />r <br />OWN' <br />n cam` <br />€:3) <br />__J <br />CiG <br />`� •'• 0 <br />•• <br />si <br />a e. <br />ES�O <br />F;kts4wl"' 1% <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's signature. and seal. <br />Willa M <br />a 8 <br />is � ��Nr <br />N <br />U0 O <br />= <br />N u)i�r- <br />ik L <br />QN co V <br />C J LL <br />� LL � dam <br />6 <br />,n <br />V J <br />Z D" o <br />mo <br />0 <br />5 <br />W <br />��QjO' m w <br />Z <br />IL <br />Z N OU a <br />W 013 <br />N <br />z M <br />o� <br />z <br />z � � <br />J - <br />U) <br />M <br />V) z <br />o <br />4-1 cri <br />t'CS w <br />V � <br />0 W o <br />t/1 <br />U c <br />LU <br />E <br />3 <br />i <br />I <br />=� <br />Q m <br />�m <br />�z <br />W <br />M <br />z <br />o <br />¢ <br />U_ <br />:? E <br />E <br />w0 <br />¢a <br />Z® <br />od <br />M o <br />FT <br />_ <br />�0� <br />0 <br />00 <br />0U <br />o <br />° ¢z <br />O E <br />o <br />¢o <br />a <br />yam-. L <br />r� <br />C <br />Z <br />m� <br />O <br />K <br />O 0 <br />0m <br />z <br />'¢W <br />-� <br />° <br />2. <br />z <br />rn <br />C <br />N <br />a � <br />F <br />og <br />o¢ <br />E <br />O <br />a <br />�w <br />¢p <br />�Z' <br />=3 <br />CDwa <br />C <br />>O <br />a <br />0. <br />C O <br />0 <br />i <br />> <br />LO <br />LO <br />cc <br />` <br />0 <br />c <br />J O <br />r <br />C:) <br />J <br />� <br />� <br />r <br />W <br />[b <br />L l <br />O <br />0) <br />!1I <br />N <br />LO <br />N <br />N <br />Q r <br />r <br />m <br />M <br />E <br />7 O <br />o <br />T 2 <br />_ <br />C <br />a <br />0 Q p <br />� <br />JOB <br />NO: 22-08309 <br />SCALE : AS NOTED <br />SHEET- NO. <br />1.0 <br />
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