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39935 Harmon Grove Ct
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39935 Harmon Grove Ct
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Last modified
3/20/2025 5:40:24 PM
Creation date
2/19/2025 10:25:10 AM
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Building Plans
Street #
39935
Location
Harmon Grove Ct
Contractor
Lennar Home
Building Plans - Permit #
2013
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T0RA - <br />__[4_011 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />12 <br />5� <br />15'-0" RIDGE VENT <br />12 <br />12 <br />�5 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />6'-0" _,____ T-10" <br />REAR ELEVATION - Al <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"=1 r-0" <br />12 <br />�5 <br />T.O.M. - — -- -- ---- ---- — . - --r— — - —- <br />-.10017 <br />�- —�1-- - _ - e - - — r1r <br />--------- <br />HDR HGT. TEXTURED <br />— — — — — — — TEXTURED <br />CEMENTICIOUS01 <br />CEMENTICIOUS <br />FINISH ON C.M.U. FINISH ON C.M.U. e 3'-0" 00 <br />(TYP.) (TYP.) <br />F. <br />-------------------- ---------------- <br />FL.---- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — __ <br />RIGHT ELEVATION <br />- Al <br />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 />properjoint 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 />N <br />0 <br />CV <br />fV <br />cat <br />c"> <br />L E V <br />Whit ST�IT E- 1 •arts �A <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W Co 00 <br />Co <br />O c 8 C, <br />7 LL <br />q� <br />N 6 11 <br />V :moo w it w <br />H rnr��° u-wa <br />a;m� a Y <br />a Lu s <br />Jww <br />C.w <br />rm <br />= o O <br />'F1 N CO m J <br />rn rn ¢ ¢ ¢ <br />aIZ <br />LO N m Z D O <br />U rn <br />0U <br />❑O❑ <br />N O <br />o 0 <br />� <br />¢N <br />� o <br />.J - <br />� N <br />r <br />M <br />N �C1 <br />_)0 LU <br />V),, N <br />N <br />w <br />- E <br />rJ <br />N <br />0 <br />14 <br />o <br />C0 <br />w <br />m <br />o <br />z <br />d <br />U_ <br />Eo <br />¢ <br />Zo <br />Q <br />E ® <br />z <br />za <br />od <br />(— <br />— C <br />O G <br />N <br />XOU <br />U <br />a <br />z <br />00 <br />p <br />UQ <br />aZ <br />wo <br /><o <br />Wx i <br />rp <br />C <br />^ <br />z <br />.y <br />U <br />.0 <br />m 0 <br />0 <br />Z <br />V% <br />Q W <br /><� <br />o¢ <br />zz <br />go <br />7 <br />Q <br />a <br />cn w <br />OF <br />S <br />oLL <br />�w <br />=3 <br />0� <br />00 <br />Mill!O <br />Q¢ <br />°zl< <br />10 <br />aF <br />Ov <br />V <br />3 <br />.o <br />>LO <br />O°' <br />N <br />L �C <br />IUD <br />0 <br />O <br />N <br />Q <br />> <br />O <br />O <br />U <br />C m <br />(0 <br />o <br />�.►i <br />E t <br />V <br />� <br />r <br />_ <br />T O <br />T <br />E <br />'EC,) <br />Z <br />Z <br />o © N <br />E <br />m <br />m <br />(1-U <br />E ai <br />o Ca <br />J ¢ 0 <br />c <br />J <br />JOB <br />NO: 21-4269 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />
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