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39903 Harmon Grove Ct
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39903 Harmon Grove Ct
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Last modified
3/4/2025 5:57:47 PM
Creation date
2/19/2025 10:24:51 AM
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Building Plans
Street #
39903
Location
Harmon Grove Ct
Contractor
Lennar Homes
Building Plans - Permit #
1760
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12 12 <br />5� �5 <br />25 SH 25 SH <br />_A ------------ ----------------------------------------------- <br />____ F.FL. <br />REAR ELEVATION - Al <br />HEEL <br />12 <br />N <br />T.O.M. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />2'-0" <br />HDR HGT. <br />— —-------------------- ----- —-------- ---------------- <br />fi $' <br />TEXTURED <br />CEMENTICIOUS <br />00 50 FINISH ON C.M.U. <br />LZ (TYP.) <br />35 SH <br />F. FL. <br />SCALE: 1 /4"=V-0" <br />------------------------------------------ — -- <br />1'-0" <br />TEXTURED 31-0" <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />RIGHT ELEVATION - Al <br />11= 1'-011 <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 />CV <br />0 <br />CV <br />LEVVko r� <br />o <br />.' <br />NO PE7875 <br />oF <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 <br />Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seat. <br />N <br />g <br />o € <br />o m <br />N 3 <br />A Co <br />x <br />0 <br />cco N <br />-� <br />ik ut W <br />0 <br />�No� <br />� Lu <br />a a <br />X <br />aaj <br />ch V <br />LL LL <br />0. <br />z <br />13 <br />0 <br />J <br />=�� <br />K O <br />0 <br />0o <br />OC <br />Wa2rnrn <br />5 N cn <br />K O _1 <br />'t <br />ILN <br />IL <br />Ci <br />a <br />0 <br />M Z <br />OU <br />U_ O <br />V M co <br />Z <br />W <br />Qoo <br />U M <br />z N o <br />o <br />Z � N <br />z o � <br />~/ <br />J — <br />d � <br />ti <br />M <br />z <br />CD o <br />LL <br />W m <br />G U <br />O w a <br />C U) <br /><n <br />U <br />W J <br />_ E,.. <br />8 <br />= w ai <br />z. <br />P�1 <br />U o us <br />U) <br />N 01 <br />14 <br />o <br />w <br />CO <br />('"J <br />z <br />p <br />ZzZ <br />Q <br />J <br />E <br />ce O <br />z o <br />�0 <br />W~ <br />Zo <br />Z® <br />CL <br />U <br />a F <br />p <br />U Q <br />O E <br />N @ <br />L <br />z <br />�o <br />a Z <br />�I <br />W <br />. n' <br />C <br />oY <br />U <br />m p <br />zLL <br />Z(� <br />CL) <br />y ai <br />6 W <br />gz <br />to <br />Zn <br />oaW <br />g <br />=o <br />d <br />¢z <br />W <br />US <br />i <br />X <br />o <br />v <br />zR <br />oL <br />3 <br />0 O <br />Lo <br />O <br />12 <br />C� <br />CO <br />W <br />0 <br />O <br />O <br />U <br />LO <br />.> <br />> <br />N <br />Q <br />Y <br />0 <br />O <br />Cr0 <br />C^ m <br />o <br />E <br />rch <br />.F. <br />V <br />r <br />M <br />= M <br />LO <br />(� <br />M <br />m <br />Z <br />E C:) <br />U) <br />N <br />f6 <br />c <br />a <br />U <br />Q q <br />_J <br />JOB <br />NO: <br />21-2031 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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