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39858 Harmon Grove Ct
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39858 Harmon Grove Ct
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Last modified
3/21/2025 3:17:11 AM
Creation date
2/19/2025 4:09:28 PM
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Building Plans
Street #
39858
Location
Harmon Grove Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
1645
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PROTECTION <br />N WHEN REQUIREDLv�JJ <br />PER FBC <br />' <br />I <br />I <br />t <br />I I <br />I <br />I <br />I <br />T----------- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />TYP @ <br />K GARAGE <br />OPENING <br />- <br />'-0" <br />CL <br />��TT <br />' <br />611 DPr <br />-------- <br />R&S --- <br />T <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 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) -1 3/4" X 91/4" <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" <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 />20X26 <br />18}X25 <br />S.H. <br />13 <br />20X38J <br />18JX37J <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 } X 62 J <br />S.H. <br />16 <br />20X72 <br />18}X71J <br />S.H. <br />11-12 <br />271/4X26 <br />26X25J <br />S.H. <br />11-13 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 4 X 50 1 <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 />11-16 <br />27JX72 <br />26X711/2 <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 J <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 1 <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 } X 621 /2 <br />S.H. <br />26 <br />37 J X 72 <br />36 J 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 � X 25 � <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 J 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 />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <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 Table 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 />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 flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />AD <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 />DE <br />+26.6 / -29.1 <br />( <br />+26.6 / -33.5 <br />GG <br />SEE SN SHEET HH 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 />A H•B4 BEARING WALL <br />S3 INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />55'-10" 8'-6" REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />65'-0" <br />AREA TABULATION "A1" (TRA) <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <br />INSULATION REQ. <br />LOCATION I 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 />FLOOR <br />PLAN <br />ELEV-Al <br />EXT FRAME 2 x <br />R-1KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />1/ I GARAGE SEPARATION JR-11/R-13 KRAFT FACED <br />SCALE: 14n=1 r-0" (GARAGE / LIVING) <br />, , <br />v, <br />U ,�o <br />FU®�'� <br />0FE <br />7l �7�r1lttlll141°'i`eti�� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drewings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />a <br />0 <br />E co <br />o c8 <br />V <br />C <br />N yC J LL <br />0 U- a <br />he <br />.4COCJ <br />coLLU- a W <br />O <br />Z_ <br />t@°'0 <br />W <br />C4 aO� <br />1 d <br />¢ <br />Z <br />L <br />a <br />Go Lr)z; <br />�z z Lo 0 <br />a <br />N <br />Q U U J rrn <br />Z <br />W <br />❑ ❑ ❑ <br />� <br />Z N <br />Z <br />a <br />z <br />�a <br />(a <br />U <br />c" <br />w $ <br />W <br />j� <br />7'r• <br />0 <br />t1'1 <br />L" <br />c <br />u � <br />a c <br />S <br />N <br />W <br />LL <br />o <br />wa <br />� <br />Q <br />E <br />E <br />UJ <br />biz <br />_ <br />_® <br />V <br />- <br />J <br />RUUu <br />&a <br />o <br />Do <br />o <br />z <br />m <br />N E <br />i <br />ao <br />xz <br />w� <br />.�-. <br />�� <br />- <br />o <br />y8 <br />m a <br />oz <br />> <br />z <br />J <br />as <br />�i <br />N <br />o <br />z <br />ao <br />W <br />a <br />U 3 <br />as <br />Nw <br />xG <br />}_ <br />MIJa <br />o <br />w� <br />za <br />�3 <br />J <br />�� <br />L <br />� <br />e <br />c� <br />O <br />00 <br />Q <br />C Y <br />O <br />O <br />m <br />o(0 <br />= <br />T00 <br />N <br />T <br />00 co <br />T <br />E <br />M r <br />0 <br />Z <br />E C)�+ <br />B «3 <br />a <br />U <br />Q p <br />JOB <br />NO: <br />21-1071 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />
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