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39881 Harmon Grove Ct
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39881 Harmon Grove Ct
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Last modified
3/4/2025 4:38:35 PM
Creation date
2/19/2025 10:24:42 AM
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Building Plans
Street #
39881
Location
Harmon Grove Ct
Contractor
Lennar Home Ct
Building Plans - Permit #
1750
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J <br />0 <br />0 <br />co <br />TYP <br />I I @ GARAGE <br />I I I I OPENING <br />I I I K <br />I I I S4 <br />LI - - - - - - - - - - - <br />I <br />H.B. <br />I I <br />I I <br />I I <br />1 <br />I I <br />I I <br />C ON <br />A <br />S3 <br />TYP @ 1 STORY <br />24"x24" CMU BASE <br />COLUMN w/ (4) #5 <br />VERTICALS <br />GROUT SOLID <br />(SEE ELEV. FOR <br />HEIGHT) <br />4x4 P.T. #2 SYP <br />POST TO SIT <br />DIRECTLY IN <br />CENTER W/ <br />SIMPSON ABU44 <br />(2 TYP.) <br />0 <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) -1 314" 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" <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 />184X254 <br />S.H. <br />13 <br />20 X 38 J <br />18 J X 371 <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 4 X 624 <br />S.H. <br />16 <br />20X72 <br />184X71J <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />11-13 <br />271/4X38J <br />26x374 <br />S.H. <br />1 H4 <br />27 J X 50 1 <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />271X72 <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 i <br />36 J 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 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 WIDE <br />75" TALL <br />73 } WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 } X 25 4 <br />S.H. <br />33 <br />54 X 38 J <br />52 } X 37 J <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 />52 J X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />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 classi 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 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 />+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 />OF <br />+26.6 / -33.5 <br />GG <br />SEE SN SHEET OH SEE SN SHEET <br />JEW <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 />MASONRY HGT. @ 8'-0" A.F.F. <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 11131" (TRB) <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />TOTALAREA 2005 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />FLOOR PLAN ELEV g 1 EXT FRAME 2 x 6 R-1KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: 1/4"=1 #-Off (GARAGE / LIVING) <br />0 <br />N <br />```,���IIIIiIIIIJJ <br />l E.... <br />fV <br />P. <br />�' N 750 <br />a: <br />UJ <br />•j�J�� <br />O <br />is ION" <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />a <br />E <br />o g 8 <br />r- <br />E st <br />1A 0 <br />co,N <br />o� � � <br />J <br />� LL w <br />9)V <br />M <br />NrNiLu <br />v�''`a�[ <br />0- <br />Q <br />0 <br />JLLu- <br />Wa w <br />o <br />_ <br />="a;; <br />2mg <br />� <br />0°5 <br />o C c <br />O <br />W <br />Z <br />= <br />coLn C0 Z <br />N OUvLLJvvi <br />a <br />LL so <br />W <br />DOO <br />Z N <br />z <br />1 <br />93 <br />z r; <br />a � <br />Cn <br />r` <br />V I <br />N <br />Cn <br />z z <br />CD <br />-J <br />�4-J <br />8 <br />EL <br />j� <br />1'�• <br />rt3 w W <br />U A <br />0 <br />W s <br />N <br />c N <br />U c <br />llJ J <br />� 8 <br />_ <br />c <br />o <br />w <br />M <br />Q <br />a E <br />wo <br />�° <br />w' <br />z® <br />Q <br />z <br />O <br />E: V <br />(6 <br />F- <br />CL <br />O <br />o <br />a� <br />20 <br />x� <br />a <br />gi <br />06 <br />w¢ <br />UO <br />0U <br />X < <br />wz <br />N <br />W <br />. <br />�w <br />a? i <br />ra <br />c <br />W. <br />�0 <br />ms <br />o <br />Zz <br />N J <br />• <br />aw <br />�z <br />2 <br />F <br />O <br />z <br />a0 <br />W <br />Qz <br />L) <br />�w <br />J <br />o <br />°LL <br />w <br />� o <br />O <br />� <br />zla <br />ii ! <br />o 3 <br />O <br />J <br />co <br />L <br />3 <br />U <br />Lid <br />�> <br />Q <br />' <br />O <br />O <br />m <br />C <br />o <br />E <br />T <br />70 <br />N <br />Lo <br />= N <br />'^ <br />N <br />N <br />r-' <br />T <br />00 <br />E <br />N <br />Ch <br />Z <br />M <br />Z <br />E O <br />6i <br />M <br />a <br />v � <br />a o <br />3 <br />JOB <br />NO: <br />21-2033 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />
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