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3022 Lytton Hall Dr
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3022 Lytton Hall Dr
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Last modified
2/28/2025 12:09:39 PM
Creation date
2/28/2025 11:03:55 AM
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Building Plans
Street #
3022
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
249
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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS - <br />--- 1 _0- l <br />1 " x 9" SMOOTH' <br />TEXTURED <br />HEAD/BAND —� <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />1'-0" <br />r7 L] F1 11 <br />OE1171E]EIEDE]El 1:710 7p] 0 0 0 <br />Clfl',IT <br />4' RIDGE VENT <br />98,1 <br />12 1" x 7" SMOOTH <br />TEXTURED <br />5 -- --- SILL I BAND -------_HEEL <br />4'-8" <br />/ — — N <br />_ - T.O.M. <br />I <br />-I -HDR HGT. <br />- - - - <br />� 1 <br />0 <br />Zo <br />io <br />® 1„ x SMOOTH <br />TEXTURED <br />SILL / BAND <br />F.FL. <br />FRONT ELEVATION — Al <br />12 <br />�5 <br />SCALE: 1/4"=1'-0" <br />19' RIDGE VENT <br />_ T.O.M <br />2' 0" TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. TEXTURED 4 <br />(nP) CEMENTITIOUS bD <br />FINISH ON C.M.U. <br />(TYP.) <br />------------------------------------------------------------------------------ F.FL. <br />LEFT ELEVATION — Al <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 />s' <br />l� <br />r- <br />i <br />x11- <br />•.% <br />O� <br />ui <br />Y e, <br />try�f <br />11 <br />\ <br />rf EI'FEkrt�t�\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />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 />WE <br />v` <br />CN <br />0 0 0 C, <br />Iwo <br />c0 aro <br />to N <br />(0 0 <br />MNNN <br />M�N- <br />J <br />hooLL <br />0) <br />_j — <br />M <br />LL _j <br />a <br />y <br />>C'u <br />W ' <br />° a� <br />13 <br />Z <br />Mmo <br />C <br />of0 <br />OG <br />W <br />= N rp <br />2E°'O' <br />�p <br /><�pa <br />Z <br />LL u <br />N o <br />N Q m Z <br />cp <br />d O <br />Z <br />�d <br />U H <br />❑E7❑ <br />W <br />co <br />z N o <br />co <br />z <br />g <br />d N <br />C-4 <br />t/ ^ / <br />_ <br />(Q <br />♦ n O <br />\J tL <br />03 <br />•O <br />N p <br />W O <br />< <br />_ W <br />Lv o <br />N <br />U 00 <br />o 8I <br />_w � m <br />U o °� <br />o <br />orr <br />� <br />w <br />M <br />z <br />z <br />LL_ <br />Q E <br />oo <br />Qs <br />o <br />E <br />Z® <br />Fc6 @ <br />O <br />s oo <br />o¢ <br />"p <br />o o <br />Orr <br />Z <br />N <br />� <br />ap <br />¢o <br />a z <br />�w <br />m <br />Y <br />m� <br />o <br />o� <br />Z <br />J <br />¢ <br />z <br />to <br />o <br />N <br />o5 <br />wo <br />a <br />W <br />C� <br />¢o <br />hz <br />=w <br />=3 <br />O <br />aF <br />>o <br />80 <br />N <br />a <br />0 3 <br />N C'M <br />= <br />(D <br />> <br />...,� <br />m <br />W <br />\ <br />m <br />CD <br />a <br />0o <br />O <br />nC <br />N <br />T <br />O <br />C'4 <br />J <br />r <br />oo <br />LO <br />r <br />T <br />N N <br />f <br />ai <br />O <br />CM <br />o <br />z <br />c <br />E (D <br />E <br />`—° <br />11 <br />o <br />U J <br />-0 m <br />¢ O <br />aci <br />J <br />JOB <br />NO: <br />20-2750 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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