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39728 Harvest Creek Ln
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39728 Harvest Creek Ln
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Last modified
3/20/2025 10:01:13 PM
Creation date
2/19/2025 4:03:25 PM
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Building Plans
Street #
39728
Location
Harvest Creek Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
1232
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m <br />M <br />x <br />0 <br />8 <br />I <br />N <br />N <br />a <br />a- I <br />(+1") 6" SMOOTH <br />TEXTURED BAND <br />T.O.M. -- <br />HDR HGT_ <br />FRONT ELEVATION - 61 <br />24'-0" RIDGE VENT <br />12 <br />5� <br />r--ur---------------------------------------------------- <br />r- r, <br />01 <br />2,-0„ TEXTURED <br />01 CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />SCALE: 1 /4"=V-0" <br />------------------------------------------------------------25SH ---------------- <br />----------------------------------------- <br />— _ T.O.M. <br />JHDR HGT. <br />LEFT ELEVATION - B1 <br />: 1/4"=1' <br />F.FL. <br />it <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 />�`��111111lIltlff///�/ <br />W <br />\\ <br />``�� <br />RO N <br />Ca <br />iie <br />O F E S S I O` <br />rrNlulill <br />To the best of the Engineer's Imowledge, information and belief, <br />the stnidural plans and specifications contained within #*as <br />drawings comply with the ton Florida Building Code - <br />Residential 6th Edition. Engineet's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />�m <br />N <br />0 <br />pC� N J <br />j t�f� ,! J W <br />W <br />rn� LL-'U. a <br />LL LL a <br />0 0Z <br />zo <br />g C <br />W © Co <br />cga,� a <br />W <br />z <br />ILW <br />N oCL <br />,� N Z y <br />zN <br />ocQi �00 <br />W <br />" <br />Z <br />Z � <br />z� <br />Q � <br />Q) <br />Z <br />■ <br />OW <br />in <br />U <br />• <br />_ <br />`c, <br />M <br />W <br />'a <br />E <br />65 <br />ao <br />fgg, <br />�aR <br />z• <br />Q <br />E <br />F <br />Z <br />~ <br />N <br />o88 <br />g �d <br />r0 <br />C <br />C <br />zZ <br />zjY <br />H� <br />0 <br />OLL <br />�F <br />Z(n <br />♦yi <br />W <br />U <br />�3 <br />4L <br />= <br />0 <br />g <br />gR <br />sN <br />= <br />W <br />ro <br />0 <br />.> <br />c <br />Ln <br />Cal <br />N <br />Y <br />.-. <br />a <br />0 <br />0 <br />/�to <br />n�1 <br />U <br />C� <br />W <br />mO <br />z <br />Z O <br />ccNp <br />= <br />oo 1 <br />T <br />r <br />M" <br />a <br />E <br />�' <br />O <br />C,)z <br />z <br />e <br />E <br />0 <br />m <br />M <br />c <br />a <br />pM <br />JOB <br />NO: <br />20-8081 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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