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39685 Harvest Creek Ln
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39685 Harvest Creek Ln
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Last modified
3/20/2025 7:27:23 PM
Creation date
2/19/2025 3:59:57 PM
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Building Plans
Street #
39685
Location
Harvest Creek Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
1052
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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />— -E <br />HDR HGT. _ I-. <br />TEXTURED <br />c CEMENTICIOUS <br />bo bo FINISH ON C.M.U. <br />iID (TYP.) <br />F.FL. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />0" , 6'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />12 <br />5F::� <br />—EXTENDED <br />OVERHANG <br />BE CENTERS <br />ON DOOR <br />T-0" RIDGE VENT <br />12 <br />5� <br />12 <br />5L"�-' <br />12 <br />�5 <br />— — T.O.M. <br />HDR HGT. <br />--------—t_1'-0,1 <br />REAR ELEVATION - 131 <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"=V-0" <br />J---- F.FL. <br />I. E <br />—W <br />12 <br />�5 <br />--------------------------------------— — — — — — — — — — — — — — — — — — — — — — — — --------------------------------------------------1_0— — — — — — — — — — — <br />2'-0" <br />RIGHT ELEVATION - B1 <br />SCALE: 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 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 />X101111111111/// <br />\� , <br />�` gFt0 W <br />�. <br />F <br />a Q. <br />W <br />W <br />• �4Q <br />i aF <br />is •'••• F0¢ )_ <br />•�.• 4k, <br />\\ <br />OFESStOt% \���� <br />""'Mill it11'%����� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />6) <br />QO O N tp p^p <br />O g N iC <br />I, c <br />u-- W <br />CO��' <br />aN r+LLa aj M M W N <br />a <br />M LL a <br />c� 5WF- <br />15 <br />«gpjWm0 <br />oc:s C� G M <br />CD LO N <br />UMW �00- 0oZ <br />N <br />Q J <br />z °" ❑D❑ <br />Z� <br />< <br />N <br />13 <br />Z' 1 <br />IV V <br />4.1 C u- <br />0^ W 8 <br />4 <br />W J <br />L <br />i <br />U <br />0 <br />N <br />�N <br />C� <br />M <br />M <br />W <br />z <br />4 <br />a E <br />E OVA <br />O <br />i O <br />oLL <br />> Q <br />of <br />cao <br />XU <br />a� <br />Qp <br />O <br />Z <br />N N <br />i <br />°do <br />ao <br />Wz <br />�� <br />r0 <br />NC <br />��0� <br />ms <br />O <br />Z <br />(/l J <br />aNi <br />� w <br />$ <br />f <br />z <br />go <br />W� <br />T <br />ZZ <br />NW <br />o <br />w� <br />CD <br />� <br />' <br />z la <br />�o <br />�x <br />a <br />o 3 <br />CV <br />J <br />m <br />W <br />\ <br />m <br />■� C <br />f° <br />O <br />CM <br />J <br />< <br />O <br />C <br />C:) <br />m U <br />CD <br />.� <br />Z <br />d. <br />r— <br />d <br />co Cl <br />= CN <br />�..- <br />T' <br />I o 00 N <br />LO <br />�- <br />M °' T-- <br />ui <br />l6 <br />c) r- <br />7 O Qi <br />Z <br />Z <br />C <br />to <br />E <br />E <br />C <br />EL <br />U .J Q <br />J <br />JOB <br />NO: 20-6582 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />I-? <br />
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