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39810 Harmon Grove Ct
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39810 Harmon Grove Ct
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Last modified
3/4/2025 12:38:14 PM
Creation date
2/19/2025 10:22:45 AM
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Building Plans
Street #
39810
Location
Harmon Grove Ct
Contractor
Lennar Homes
Building Plans - Permit #
1457
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0 <br />bo <br />c <br />a <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />Tr)M — <br />---------- <br />t-Ott - <br />HDR HGT., 11-0" 11-0" <br />12 <br />5� <br />12 <br />5� <br />12 <br />T-0" RIDGE VENT 5� <br />12 <br />Z�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 />REAR ELEVATION - B1 <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 />TEXTURED <br />CEMENTICIOUS <br />TEXTURED FINISH ON C.M.U. V-0" <br />CEMENTICIOUS (TYP.) <br />FINISH ON C.M.U. <br />(TYP. ) <br />F.FL. - - - - - - - - - - - - - - - - - - - - r <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />RIGHT ELEVATION - B1. <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 />R7032 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 />F01- <br />a <br />.�\\\i14141411 it tl g p f�4 <br />• •rLp <br />< <br />v ! <br />. <br />c) <br />Q <br />"OFESStO�� <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 />Engineers signature and seal. <br />N <br />� <br />E' <br />r <br />o co �o orp at <br />N 0 <br />Q <br />m J IJL <br />LL <br />5 ,o 00t00 too , W <br />W <br />NNO LL a a <br />a <br />oLLLL 0. w � <br />Z <br />t; a °' 0 <br />t o O ~ w <br />j•�Ntp C O _J <br />ILW��6j6' <br />IL <br />ci a <br />Z <br />N MZ it rn 0 <br />Z <br />p V c¢i vvi <br />z N M <br />z <br />Lin <br />Q <br />4 � <br />WV)2f <br />- N <br />m <br />v <br />o <br />u- <br />1 1 <br />C <br />� <br />Q0U <br />w) S <br />Ul <br />c N <br />N <br />= °) <br />® <br />U <br />w m <br />r 8 <br />� <br />CS <br />LO o <br />o <br />— 0 <br />04 O <br />o <br />w <br />MZ <br />o <br />Z <br />� <br />E <br />Q <br />0Ca <br />o� <br />�� <br />® <br />❑a <br />t-- :. <br />o E <br />y( OV <br />Up <br />a� <br />0 00 <br />Z <br />N @ <br />i <br />z <br />< p <br />¢o <br />a <br />W w <br />a? <br />C <br />_ i <br />.0 <br />m� <br />oZ <br />Z F- <br />Z <br />J <br />am <br />1 <br />tn <br />2 <br />w <br />o¢ <br />Zz <br />ao <br />SEELL <br />Y0 <br />�w <br />Sk <br />ap <br />�z <br />- <br />=3 <br />O <br /><- <br />of <br />�O <br />v <br />zla <br />a <br />° 3 <br />°O <br />Lo <br />L <br />� <br />^1 <br />W <br />� <br />0 <br />> <br />■- <br />0 <br />U <br />� <br />Q <br />2 <br />O <br />^^,, o <br />Q0 <br />0 <br />r <br />M N <br />� <br />.T� <br />_ ^ � <br />T <br />r <br />y <br />oLO <br />N <br />T <br />r <br />ai <br />01 <br />Z <br />T <br />M <br />iri <br />o <br />Z <br />Z <br />c <br />E <br />E <br />N <br />a)c <br />ai <br />`m <br />a <br />U <br />Q p <br />JOB <br />NO: <br />20-8083 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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