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39736 Harmon Grove Ct
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39736 Harmon Grove Ct
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Last modified
3/4/2025 10:15:44 AM
Creation date
2/19/2025 10:21:53 AM
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Building Plans
Street #
39736
Location
Harmon Grove Ct
Contractor
Lennar Homes
Building Plans - Permit #
868
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12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />N <br />01 El ir 71::1L 1���1[711 <br />-1nriF] [71 [71 M <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />— — — —HEEL <br />12 <br />F4 <br />— _ — T.O.M. <br />— — HDR HGT. <br />TEXTURED - ' <br />CEMENTICIOUS °O 00 <br />FINISH ON C.M.U. <br />(TYP.) <br />--------------------- <br />J----F.FL. <br />FRONT ELEVATION — Al <br />SCALE: 1 /4"=1 r-0" <br />11�2�''jj <br />\I5 15'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />-------- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />1'-0" <br />TEXTURED <br />CEMENTICIOUS <br />2'-0" <br />FINISH ON C.M.U. <br />TEXTURED (TYP.) <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />------------ I--------------------------------------------------------------------------------------------------------------- 11----------------�----' <br />LEFT ELEVATION — Al <br />SCALE: 1 /4"=1 F-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 C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.7.3 Water -Resistive Barriers, <br />Water -resistive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paper <br />backed stucco lath) over an approved synthetic house wrap. <br />R703.4 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry constructions 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 intersections <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 />l600811il�6iis <br />OWN <br />••��SE <br />m., • O. O: <br />• <br />Qj <br />,• <br />" (gyp. <br />dp a5 cis. <br />pp-�+ <br />C M Y� <br />•�°��� �� o <.... < •'�•, <br />�.+ <br />fit,, �< <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 2017 <br />Florida Building <br />Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0) <br />W <br />Q <br />vw E <br />tt <br />to r- <br />C', (0 <br />�k (p W <br />C <br />a) N C <br />7 N <br />LL <br />J 7t LL <br />N <br />rn F <br />LL LL O. <br />13 11 <br />ejMM <br />W <br />�> Z O <br />Z <br />m e <br />0 0: <br />ilk <br />= m C,C_p <br />W m O <br />o2N <br />rnrn <br />W 1 <br />� <br />¢ a <br />�o <br />Z <br />IL <br />ILW <br />OD 0 <br />N M Z <br />U J <br />N <br />Z M <br />O Q <br />Z in NNQ <br />Z O Q <br />Q � <br />J <br />d � <br />ul <br />M <br />`G`nn <br />V O <br />(Cj <br />w <br />O <br />�N <br />w $ <br />ZD <br />Jum <br />WIN <br />U <br />m <br />w � <br />U o <br />co <br />• <br />Co <br />o <br />W <br />C")m <br />M <br />zo <br />9 <br />U <br />E <br />E <br />zo <br />oo <br />o <br /><z <br />Q <br />wz <br />Z® <br />Oa <br />CI <br />E <br />Ra 0 <br />-d <br />0oi0E— <br />zO <br />N <br />< <br />orZ <br />¢ <br />ZM <br />k <br />L <br />to <br />Uj c <br />_ C <br />,� <br />Y <br />nm <br />m 0 <br />oZ <br />ZF <br />>Z <br />Z <br />CO <br />� O <br />a Z <br />W <br />U �< <br />w <br />� <br />=K <br />o <br />�Z <br />w <br />~3 <br />o <br />v <br />zIa <br />3 <br />,dN.' <br />J <br />L <br />\\ <br />/ <br />co <br />• <br />p <br />�0 <br />00 <br />00 <br />C <br />> <br />O <br />a <br />U <br />o <br />0 <br />(.0 <br />co <br />I\ <br />O <br />T <br />(D o <br />00 <br />•� <br />= CV <br />r <br />C37 <br />I <br />M ON <br />r <br />1.00oo <br />U') <br />E <br />M 0) <br />O <br />:3z <br />E Q <br />w <br />c <br />c <br />a <br />U <br />Q p <br />_J <br />JOB <br />NO: <br />20-6225 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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