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3172 Lytton Hall Dr
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3172 Lytton Hall Dr
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Last modified
3/21/2025 6:58:27 AM
Creation date
2/25/2025 9:39:12 AM
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Building Plans
Street #
3172
Location
Lytton Hall Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
22502
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FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />EXTERIOR <br />PLASTER ON <br />FRAME — <br />12 <br />5� <br />35-SH <br />12 <br />�5 <br />T.O.P. <br />HDR HGT. <br />------------------------------------------ 2ndFIN. <br />----------------------------------------------- <br />FLASHING 12 FLR. <br />-------------------------- CJ/WEEP ---------- r� -- MI5-------- -- CJ/WEEP----------------- T.O.M. <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />EXTERIOR PLASTER <br />ON FRAME -- <br />-------------- <br />ROOF TO BE <br />CENTERED ON <br />DOOR <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />35-SH <br />12 <br />zz:::�5 <br />12 <br />5L,,-7::�, <br />sit <br />----------------------------�- FIN FLR <br />i3ti���-101 <br />REAR ELEVATION - B1 <br />9' RIDGE VENT <br />SCALE: 1 /4"=V-0" <br />----------- T.O.P. <br />------------------------------------ -------------------------------- HDR HGT. <br />25 SH <br />OZITS19 mil <br />FLR. <br />CJ CJ /WEEP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E�T - - - - - - - - - - CJ T.O.M. <br />HDR HG <br />----------------------------- ----- -------- ---------------------- ---- - ----- <br />�. 2-4--- <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />LEFT ELEVATION - B1 <br />SCALE: 1 /4"=1'-0" <br />-----FIN FLR <br />N <br />F_ <br />M <br />11 <br />N <br />r- <br />00 <br />1A. <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 />FR <br />• G�tJSE•• <br />; o <br />N <br />. <br />•.,• <br />F LO �, <br />,.•' <br />//z "O F E S S ► O; <br />rrlrunt��� <br />`, <br />, <br />To the best of the Engineer's knowledge, information 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. 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 />W <br />Sco" <br />M <br />E ao rn <br />8 <br />_J LLLLaa <br />M '. <br />L <br />rri c w r.0 <br />CL <br />13 <br />OJT <br />d' <br />ro <br />a''g mm <br />g£ T Q o o <br />Z <br />ILW <br />IL <br />0) <br />z a o LO <br />z <br />04 3 <br />� � ❑000 <br />W <br />� <br />z " <br />z <br />v <br />N <br />� <br />z ;2 <br />(.D LL <br />C� <br />w <br />OW <br />N <br />�N <br />uz <br />� <br />U m <br />LU <br />= o $ <br />A <br />U <br />c <br />• <br />Q a Y <br />O <br />W <br />CC', <br />M <br />z <br />O <br />z <br />in <br />f <br />Y2 <br />a <br />o <br />E U <br />H f0 <br />� <br />U <br />• <br />oa <br />pa: <br />L)o <br />z <br />_E <br />O E <br />`ter' � <br />oa <br />rip <br />$g <br />oZ <br />aZ <br />w L <br />rQ <br />N C <br />- C <br /><G <br />vSSo <br />W�WZ <br />m� <br />F U <br />o� <br />Y� <br />z <br />J <br />° <br />u� <br />a <br />8W <br />z <br />U U <br />WC, <br />LL <br />N <br />�� <br />z <br />~ <br />ila <br />a <br />c°� 3 <br />�� <br />J <br />iu <br />C <br />L <br />/0 <br />.= <br />TT <br />.-.ir> <br />M <br />Q <br />C <br />F <br />W m <br />2 <br />Ln <br />O <br />N <br />CD <br />T <br />LO <br />CLVn <br />= N <br />r <br />T- <br />ui <br />r r <br />M <br />M N <br />r <br />c <br />Z <br />z <br />E O02) <br />a <br />v _ <br />a o <br />JOB <br />NO: <br />20-0566 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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