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39783 Harmon Grove Ct
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39783 Harmon Grove Ct
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Last modified
3/21/2025 12:03:44 AM
Creation date
2/25/2025 9:45:33 AM
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Building Plans
Street #
39783
Location
Harmon Grove Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
1462
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8"x8" SMOOTH <br />TEXTURES CORBELS <br />1" x 9" SMOOTH <br />TEXTURED 12 <br />FREEZE BAND 5� <br />HEEL <br />1 <br />T.O.M. <br />..� �� — ........:.....� �.......:.:� . <br />HDR HGT. — — <br />TEXTURED <br />o CEMENTICIOUS <br />9 � FINISH ON C.M.U: <br />(TYP.) <br />CD <br />F.FL. <br />— ------------�J-----— — — — — — — — — <br />+3" SMOOTH <br />TEXTURED BAND <br />14'-0" RIDGE VENT <br />g <br />zo <br />[7] 0 El E E 1:71 _17] <br />FRONT ELEVATION - B1 <br />12 <br />;Z�5 <br />SCALE: 1 /4"=V-0" <br />T-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />_ _ T.O.M. <br />LEFT ELEVATION - B1_ <br />SCALE: 1 /4"=1 r-0" <br />HDR HGT. <br />TEXTURED _ <br />CEMENTICIOUS o? <br />FINISH ON C.M.U. zo <br />(TYP. ) <br />--_ F.FL. <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 />All 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 />r <br />Cam' <br />a OWN <br />h <br />t <br />, b <br />Q�r <br />'a 0F,ESS1 <br />rF7°�ttf6lttliitEE`������ <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 <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 />Engineer's signature and seal. <br />= <br />� <br />E oo <br />O (q N_ J <br />t> <br />0 <br />#" w <br />M <br />aN <br />cnI P�L L w a <br />yMv LL a �[ <br />00 <br />CLLN <br />M u- u- a L <br />=mom_ 00_ <br />� <br />.Zy <br />ii <br />30 'E- CO X 0 J <br />W <br />Z <br />oo, a <br />N MZWLo0 <br />Z <br />p V U <br />W <br />❑ ❑ ❑ <br />z N th <br />z <br />z o � <br />U) <br />J <br />d- N <br />n <br />M <br />z <br />�N <br />0 <br />fp <br />V <br />w <br />a <br />O <br />N <br />W o <br />�y N <br />JK_ <br />fLj <br />`- `� <br />U c, <br />W <br />— _ e <br />�? oo <br />c w � <br />¢ N <br />r• <br />• <br />S� <br />o <br />co <br />w <br />M <br />M <br />z¢ <br />o <br />Z <br />Q <br />LL. <br />E E <br />CL 0 <br />Z <br />Wo <br />) N <br />=® <br />o a <br />co <br />6 H <br />CI <br />O E <br />rZ o <br />a¢ <br />a p <br />n ) <br />11 <br />o¢ <br />o' <br />N F <br />4% <br />a[d�o <br />�W <br />fu <br />� <br />C/� c <br />- N <br />4p <br />�Z <br />o, <br />wm <br />mo <br />Fp <br />o" <br />J <br />< <br />aw <br />z Z <br />[h <br />aNi <br />Q <br />o<go <br />LL <br />z <br />d <br />N F <br />U <br /><o <br /><F <br />o <br />i° <br />o <br />v <br />zla <br />� <br />° 3 <br />c O <br />O <br />T <br />y <br />y <br />j ^ ' <br />■i , <br />N <br />L <br />� <br />rn <br />m <br />^, <br />W <br />co <br />0 <br />■� <br />O <br />O <br />\�` <br />O <br />L <br />O <br />m <br />O <br />%%.i <br />E Nmitt <br />T <br />co O <br />Qi <br />= O <br />N <br />T_ <br />T <br />r <br />CN <br />CM <br />o <br />z <br />W <br />Z <br />E Occ <br />a <br />U 0 <br />Q p <br />JOB <br />NO: <br />20-8093 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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