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39798 Harmon Grove Ct
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39798 Harmon Grove Ct
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Last modified
3/21/2025 12:37:46 AM
Creation date
2/19/2025 4:05:20 PM
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Building Plans
Street #
39798
Location
Harmon Grove Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
1227
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I MY' 1771 ' ' 1 1' I1 P I <br />4 <br />6D <br />bo <br />io <br />T.O.M. <br />1 -------- <br />HGT. <br />F.FL. <br />12 <br />5� <br />12 <br />�5 <br />___ 3 TAB SHINGLES. ROOF <br />6_011- INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - B1 <br />4' RIDGE VENT <br />18' RIDGE VENT - 12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />_ 1 L <br />T.O.M. <br />TEXTURED <br />CEMENTITIOUS <br />FIN. ON C.M.U. <br />(Trp) �— TEXTURED Y. <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />2" x 4" SMOOTH ?o (NP ) <br />TEXTURED <br />SILL / BAND <br />F.FL.------------- --- ----- - ------------------------------------------------------- <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 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 />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 1 /300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided In the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or comice vents. <br />-CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN - <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <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 />111111lill <br />gR0 WIV <br />•. <br />N <br />Q lop <br />2 <br />�= <br />S�P� \Qp <br />F L o�" ko <br />.•'• <br />To the best of the Engineers knowledge, inforrnatlon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal Is only for <br />the structural engineering potions of the drewing pages bearing <br />Engineer's signature and seal. <br />W <br />W <br />N <br />� � <br />Lo 0 <br />aJ N J <br />cli Cy <br />9;;- i J A W <br />W <br />�i <br />n , _VLLLLo- <br />y J M W (A <br />�LLLL a <br />Z <br />I� <br />C 9Z Jo <br />W <br />aNrO a,m m <br />�rn0d0a <br />J C <br />L Z <br />L0 O p N <br />CN Cl)Z d <br />Z <br />° ❑DD <br />W <br />U <br />z <br />Z <br />z <br />t!1 <br />z <br />•V <br />Ln <br />N <br />W 8 <br />� iV <br />_ <br />c� <br />0c <br />33 <br />J <br />Li- <br />EE <br />o� <br />yppy�� <br />L <br />Nl> <br />W= <br />oa <br />Z <br />M <br />08 <br />*o <br />JZW <br />Z <br />L <br />CO <br />O <br />VZ <br />8 <br />m <br />O <br />IF <br />OKdK <br />�� <br />W <br />r;$ <br />y, LL <br />o� <br />y <br />N <br />J� <br />.0 d' <br />m <br />�M <br />^L' <br />W <br />M <br />1= <br />c) <br />0 <br />M <br />0) <br />N <br />T <br />1..� <br />m <br />O <br />T <br />70 <br />_ <br />Qi <br />r <br />I M <br />N <br />��-- <br />E <br />T <br />rn o <br />M r <br />Z <br />Z <br />c <br />� <br />E 0 <br />v ui <br />p <br />ME <br />c <br />ate. <br />U <br />Q <br />JOB <br />NO: <br />20-8074 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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