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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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12 <br />5� <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />12 <br />�5 1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND HEEL <br />i <br />V <br />-- <br />- • <br />HDR <br />o000000a <br />•• <br />000a0000 <br />� <br />71loll <br />-D. •: <br />000a0000- <br />,. <br />__ <br />_ <br />ON <br />1011I <br />e <br />14'-0" RIDGE VENT <br />12 <br />5� <br />FRONT ELEVATION — B1. <br />12 <br />;�5 T-0" RIDGE VENT <br />12 <br />�5 <br />N <br />0, 11-011 <br />-------- - -------------------------------------------------------- ------------------- - -- --- - ---- - <br />1'-0" <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 />— J — <br />HDR HGT. <br />TEXTURED - <br />CEMENTICIOUS TEXTURED o? <br />FINISH ON C.M.U. CEMENTICIOUS ca <br />(TYP.) FINISH ON C.M.U. <br />(TYP.) <br />— — — F.FL. <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />LEFT ELEVATION — B1. <br />153 <br />N. <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 />,``\`1��>si►iiiltilir�y�,,��, <br />U 0.�$ <br />dFL <br />'�*�j''�•ARO'� <br />�; <br />E S S 1 O \\\\\ <br />" <br />N��1111i11t1`t���\ <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. 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 />Q <br />ao <br />o 8 <br />V <br />N N CM 0 N J <br />r C a0 LL <br /># <br />�n�� u- a <br />LL <br />M <br />Q <br />j M aW N <br />LL a <br />a� <br />Z <br />JLL <br />� � �, 0 IX <br />C t0 O R O O <br />J <br />. N m mIL <br />Wco <br />I _J O <br />Z <br />Z; Z OIL <br />Z <br />N r J <br />O U M F71 <br />W <br />Z N <br />•n <br />Z <br />Z <br />J <br />E3 <br />N <br />lL <br />}1 <br />U <br />Cn <br />� a <br />0 <br />W 8 <br />-a)V)V) <br />c a <br />f6 <br />r- <br />U <br />LLr J <br />1 <br />601 <br />c (nGo <br />• <br />r. 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