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39889 Harmon Grove Ct
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39889 Harmon Grove Ct
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Last modified
3/21/2025 4:49:28 AM
Creation date
2/25/2025 9:45:42 AM
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Building Plans
Street #
39889
Location
Harmon Grove Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
1752
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a <br />c <br />a <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M. <br />12 <br />5� <br />I_ r — r -------- <br />off <br />15'-0" RIDGE VENT <br />12 <br />VENT <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />12 <br />:Z::::�5 <br />-01, T-1 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />REAR ELEVATION — Al <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"=V-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />:!�5 <br />T.O.M. <br />HDR HGT. <br />1'-0" <br />TEXTURED TEXTURED <br />CEMENTICIOUS CEMENTICIOUS <br />FINISH ON C.M.U. FINISH ON C.M.U. 3'-0" <br />(TYP.) (TYP.) <br />co <br />F.FL. <br />RIGHT ELEVATION — Al <br />SCALE: 1 /4"=1'-0" <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />""G.C. VERIFY ROOF PITCH" <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />"*ELECTRICAL SPECIFICATION NOTES" <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />Exterior Covering <br />R703.7 Exterior Plaster. <br />Installation of these materials shall be in compliance with ASTM <br />C926 and ASTM C1063, or ASTM C1787 and the provisions of <br />this code. <br />R703.7.1 Lath. <br />Lath and Lath attachments shall be of corrosion -resistant <br />materials. Expanded metal or woven wire lath shall be attached <br />with 1-1/2" long, 11 gage nails having <br />a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in <br />accordance with ASTM C1063 or C1787, or as otherwise <br />approved. <br />R703.7.2 Plaster. <br />Plastering with cement plaster shall be not less than three coats <br />where applied over any type of code -approved lath and shall be <br />not less than two coats where directly applied over masonry, <br />concrete, clay brick, stone, or tile. If the plaster surface is <br />completely covered by veneer or other facing material or is <br />completely concealed, plaster application need be only two coats, <br />provided total thickness is as set in Table R702.1(1). <br />Cement plaster shall be in accordance with ASTM C926 and <br />material shall be in accordance with one of the types listed in <br />R703.7.2. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed as required in Section <br />R703.2 and, where applied over wood -based sheathing, shall <br />include a water -resistive vapor -permeable barrier with a <br />performance at least equivalent to two layers of Grade D paper. <br />The individual layers shall be installed independently such that <br />each layer provides a separate continuous plane and any flashing <br />(installed in accordance with Section R703.4) intended to drain to <br />the water -resistive barrier is directed between the layers. <br />R703.2 Water -Resistive Barrier. <br />One layer of No. 15 asphalt felt, free from holes and breaks, <br />complying with ASTM D226 for Type 1 felt or other approved <br />water -resistive barrier shall be applied over studs or sheathing of <br />all exterior walls. No. 15 asphalt felt shall be applied horizontally, <br />with the upper layer lapped over the lower layer not less than 2 <br />inches. Where joints occur, felt shall be lapped not less than 6 <br />inches. Other approved materials shall be installed in accordance <br />with the water -resistive barrier manufacturer's installation <br />instructions. The No. 15 asphalt felt or other approved <br />water -resistive barrier material shall be continuous to the top of <br />walls and terminated at penetrations and building appendages in <br />a manner to meet the requirements of the exterior wall envelope <br />as described in Section R703.1. <br />R703.4 Flashing. <br />Approved metal flashing, vinyl flashing, self -adhered membranes <br />and mechanically attached flexible flashing shall be applied <br />shingle -fashion or in accordance with the manufacturer's <br />instructions. Metal flashing shall be corrosion resistant. <br />Fluid -applied membranes used as flashing shall be applied in <br />accordance with the manufacturer's instructions. All flashing shall <br />be applied in a manner to prevent the entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. <br />Self -adhered membranes used as flashing shall comply with <br />AAMA 711. All exterior fenestration products shall be sealed at <br />the juncture with the building wall with a sealant complying with <br />AAMA 800 or ASTM C920 Class 25 Grade NS or greater for <br />proper joint expansion and contraction, ASTM C1281, AAMA 812, <br />or other approved standard as appropriate for the type of sealant. <br />Fluid -applied membranes used as flashing in exterior walls shall <br />comply with AAMA 714. The flashing shall extend to the surface <br />of the exterior wall finish. <br />Approved flashings shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry construction with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersection. <br />• At Built-in gutters. <br />Coastal Flashings <br />Ail flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />N <br />0 <br />N <br />co <br />N <br />0 <br />'0. <br />��'��•'GENSF'• <br />3r <br />GD:��� TTJD <br />w *• � <br />M <br />.iw•. <br />a <br />- U <br />,: <br />A- <br />N <br />"11:titfkt+ <br />To the best of the Engineers knowledge, information and belef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />FW- <br />� <br />E r- <br />U <br />Lo <br />8 pp <br />N 0 0 <br />J LL <br />C <br />tli <br />- % # " W <br />rn ti rL V - w a' <br />a�r�iv <br />a Y <br />MULL a ry++ 5 <br />0 <br />0 0 <br />N t0 m O J <br />Z <br />L <br />. a <br />a <br />N cN+�Z dQ'y O <br />U N <br />W <br />OU <br />z N M <br />z � <br />z <br />a <br />�4 <br />z <br />C�3 <br />N <br />w <br />� a <br />U <br />O <br />w 8 <br />V) <br />c <br />w <br />8 <br />_ � <br />c N <br />� <br />� <br />S <br />o <br />M <br />N <br />0 <br />W <br />Q <br />LL <br />E <br />=o <br />io <br />ow <br />>- <br />zo <br />p <br />E O <br />H <br />a� <br />0 <br />R� <br />wa <br />S. <br />Z <br />C <br />E <br />N r0 <br />i <br />d' z <br />. o <br />Fdo <br />a <br />-Z <br />w Z <br />� <br />c <br />�f <br />0 <br />Z'ff <br />'aw <br />Z <br />N N <br />to <br />N <br />o <br />OLLLL <br />2Z <br />U <br />W <br />3 <br />WW <br />�G <br />ray <br />i�� <br />z <br />CIF <br />CO <br />oz <br />zla <br />pF <br />o 3 <br />O <br />> Ln <br />LiL <br />O <br />rn <br />B <br />CO <br />c� <br />L <br />/11 <br />W> <br />� <br />0 <br />T <br />U <br />Ltn <br />U <br />> <br />O <br />O <br />j_ r <br />V <br />�- <br />O <br />= <br />a)rn <br />N <br />Ln <br />f <br />1'� <br />pop <br />T <br />E <br />c N <br />M <br />Z <br />M <br />E O <br />E <br />�' <br />w <br />a <br />U � <br />¢ p <br />JOB <br />NO: <br />21-2032 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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