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2893 Lytton Hall Dr
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2893 Lytton Hall Dr
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Last modified
2/28/2025 11:37:20 AM
Creation date
2/28/2025 11:03:25 AM
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Building Plans
Street #
2893
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
872
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cc <br />12 <br />5� <br />_� •Jim.- Imil.- <br />- -- —mow- <br />zlaw <br />■__ ■ �i <br />(I <br />I� <br />IM MEME! FOE. - <br />FRONT ELEVATION - B1. <br />24'-0" RIDGE VENT <br />- - - T.O.M. <br />12 4 - - - HDR HGT. <br />TEXTURED _ <br />CEMENTICIOUS <br />U. <br />r <br />FINISH ON C.M.bo co <br />01 <br />(TYP.) <br />ifl <br />25 SH 25 SH <br />---- ------ ----------------------------- <br />------------------------------------------------ <br />LEFT 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 />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 />• rrF�r�` <br />1r �V <br />. <br />041 <br />To the best of the Engineers knowledge, infonnation 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />F <br />`Q <br />CJ 00pp <br />U N N it <br />V <br />N LL <br />y� <br />�r- -0 LL a <br />13 au <br />Z <br />MM W . <br />J LL LL a s <br />�-6� 0W <br />L 0 2 m O <br />CO <br />� i <br />LL <br />��ZWOLI) <br />O <br />ZNc� <br />..0 — <br />° <br />❑❑❑ <br />W <br />V M � <br />Z N M <br />z 0 <br />Z o ad <br />Q <br />N <br />m <br />z <br />�N <br />� o <br />_ � <br />41 <br />(� <br />cn <br />w m <br />� a <br />m <br />U <br />O <br />N <br />w g0011116 <br />C N <br />U c <br />F— — E <br />r <br />• <br />U 'o <br />c <br />Q <br />N rn <br />s� <br />ti <br />O <br />CID <br />f <br />z <br />M <br />M <br />J <br />p <br />Z <br />Z <br />1 <br />LL <br />Ci <br />m <br />zo <br />ro <br />dE <br />o� <br />Za <br />❑a <br />� rot <br />_ <br />E� <br />O <br />00 <br />O <br />O <br />clip <br />i <br />i <br />w 0 <br />¢ <br />aw Z <br />n7 <br />U) <br />-xr <br />Z <br />¢°� <br />o1 <br />0 <br />'0 O <br />zF <br />Z <br />ai J <br />w m <br /><p <br />Q W <br />�Z <br />aL`ni <br />Q <br />$ <br />w0 <br />z <br />gZ <br />a <br />nw <br />W <br />oLL <br />3 <br />w <br />x <br />O <br />co <br />¢ <br />d F <br />0 - <br />za <br />u3 <br />0 <br />04 <br />= <br />4 <br />> d' <br />cc <br />W <br />`J <br />.� <br />m <br />(J0 <br />ir• U <br />/O� <br />co <br />.� <br />N <br />J <br />T <br />T <br />LO <br />r <br />(4 <br />rn <br />T- <br />(0 <br />oo N <br />E <br />'E <br />N <br />o <br />Z <br />E O <br />N <br />U <br />o <br />c <br />d <br />—J <br />Q 0 1 <br />-J <br />JOB <br />NO: <br />20-6222 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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