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39700 Harmon Grove Ct
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39700 Harmon Grove Ct
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Last modified
3/20/2025 8:28:55 PM
Creation date
2/19/2025 4:01:32 PM
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Building Plans
Street #
39700
Location
Harmon Grove Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
810
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12 <br />5� <br />HEEL <br />'� 12 <br />o 5 <br />d' <br />T.O.M. F4 <br />HDR HGT. <br />TEXTURED <br />o CEMENTICIOUS <br />ao FINISH ON C.M.U. <br />(TYP.) <br />ED <br />12 <br />5� <br />2'-0" <br />F.FL. <br />— ---- ------- I -------------------- <br />IT <br />14'-0" RIDGE VENT <br />12 <br />Z�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />FD <br />i------------ <br />FRONT ELEVATION - Al <br />12 <br />zz::::�5 <br />SCALE: 1 /4"=1 r-0" <br />15'-0" RIDGE VENT <br />LEFT ELEVATION - Al <br />SCALE: 1 /4"=1 r-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT <br />6" FASCIA <br />(TYP) <br />TEXTURED _ <br />CEMENTICIOUS 00 <br />FINISH ON C.M.U. CD <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 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 wl 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 />t�`,�1111llllllrrrrr <br />CO <br />�� '• <br />; ` No <br />cyIV <br />+`e A v <br />C� <br />did°;1 <br />•°� <br />�flll!l11►m� <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 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 />F <br />E OD <br />Q <br />10 8 -, , <br />O C N co, <br />N <br />V <br />C' CD p LO J <br />M N N N* o LL <br />o <br />IA <br />CO O) a J # W <br />LL [3 <br />3 JL L <br />a <br />N LJL <br />N C) Lu Cn <br />(L uJ <br />N � <br />0 <br />mu d <br /><Q <br />rn0�oZ13- wd woo <br />1%W <br />IL2E°'rn <br />IL <br />oa¢ <br />mN p < 0 to <br />Z <br />N Q M Z V O J <br />_ <br />0 < <br />V ❑❑❑ <br />W <br />(D <br />M r <br />Z N O <br />_ O p <br />Z <br />mom <br />Z O Q <br />Q v <br />J M <br />d N <br />U <br />M <br />G <br />❑ <br />�Q) <br />V <br />v% Y <br />w a <br />o. <br />U <br />� <br />Ow <br />Ln <br />allw <br />U Do <br />a <br />~ 2 g <br />z I <br />_ a <br />U ) °� <br />o <br />• <br />w <br />Cl) <br />o <br />Z <br />J <br />U_ <br />E <br />� <br /><� <br />Q o <br />E: U <br />Wo <br />Z® <br />❑a <br />N <br />F_ <br />�a <br />xOQ <br />?Op <br />❑a <br />Z <br />O <br />N Ira <br />d z <br />�o <br />¢ <br />a Z <br />�Z <br />L <br />(a <br />V) C <br />C <br />❑ <br />2 <br />=< <br />❑ <br />m g <br />O <br />O� <br />Zr <br />N N <br />J <br />wm <br />� <br />aw <br />N <br />. M <br />w <br />Q <br />OLL <br />4 <br />O <br />� W <br />c'> <br />0 <br />�Q <br />CD <br /><H <br />iWO <br />IIIIIIIIIIII� <br />0 <br />V <br />oz ¢ <br />a <br />OU <br />°M <br />> d' <br />r1r <br />L <br />m <br />D <br />O <br />=3 <br />Ln <br />.� <br />�Y <br />U <br />00 <br />LL <br />r <br />C: " <br />> <br />0 <br />a <br />s <br />C7 <br />Cfl <br />/1 m <br />^, <br />0 <br />E o <br />d- <br />T <br />(D Np <br />= N_ <br />t— <br />�T <br />T <br />o M <br />L O <br />r <br />LC) <br />C) � <br />r <br />00 <br />°' to <br />E <br />CM <br />o <br />Z <br />fd <br />E O <br />in <br />Co a <br />E <br />U � <br />Q p <br />� <br />JOB <br />NO: <br />20-3573 <br />SCALE : <br />AS NOTED <br />SHEEP NO. <br />3.1 <br />
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