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2967 Lytton Hall Dr
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2967 Lytton Hall Dr
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Last modified
2/28/2025 11:43:24 AM
Creation date
2/28/2025 11:03:29 AM
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Building Plans
Street #
2967
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
395
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bo <br />M� <br />N <br />c»� <br />N.- <br />N <br />t* <br />12 <br />5� <br />T.O.P. <br />HDR HGT.---------------------- <br />12 <br />�5 <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />35-SH <br />CJ CJ CJ <br />2nd FIN. <br />FLR.---- — --------------------------------- ----------------------- <br />12 --FLASHING <br />T.O.M.— — — — — — — — CJ / WEEP -- — — CJ/WEEP <br />-------------------------- <br />FIN FLR <br />9' RIDGE VENT <br />x <br />5068 SGD <br />12 <br />5� <br />ROOF TO BE <br />----- <br />CENTERED ON <br />DOOR <br />35-SH <br />TEXTURED —J <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />REAR ELEVATION — B1. <br />12 FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />2nd FIN. <br />-- ----- --------------------------------------------- <br />FLR.-------------- ------ <br />T.O.M. CJ CJ / WEEP CJ <br />HDR HGT. <br />o TEXTURED <br />210 CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />FINFLR-- _---J —1 -------------------------------------------------------J------ <br />RIGHT ELEVATION — B1 <br />SCALE: 1 /4"= V-0" <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 />tttttuii►� <br />� rr. <br />° <br />�J"� •�Se <br />C� � + eb <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 />N <br />Q <br />_ 8 N (o rop <br />N i L <br />O O O C � N <br />M N r N # 00 lL <br />y.210M-In <br />4t <br />5 LL LL_J a <br />a <br />Z< <br />c) <br />> - i� a a it <br />'&4, <br />OC <br />Xo <br />Mho X00 <br />W <br />W <br />m 0 r c ¢ gy m <br />c' <br />Z <br />IL <br />Boa <br />N<C)Z < 0 <br />a <br />Z <br />. . < U H <br />V ❑❑❑ <br />W <br />M •— <br />Z N O <br />O <br />m 0 <br />z � <br />z <br />J M <br />d N <br />U) <br />M <br />Z � <br />v' 0 <br />w o <br />o <br />O <br />Q) V) <br />�Ln <br />w `° <br />o <br />2 <br />U f° <br />w � <br />,- E <br />0 8 <br />z <br />/= <br />V O N <br />• <br />CD <br />C (D <br />0 <br />M <br />ti <br />O <br />co <br />J <br />w <br />Z <br />co <br />co <br />LL <br />0- C) <br />E U <br />zo <br />wo <br />z <br />>N <br />z <br />?® <br />N <br />O <br />O < <br />00 <br />� U <br />O K <br />N <br />o <br />¢ <br />r� <br />.0-. i <br />r0 <br />a <br />z <br />0 Y <br />U <br />N O <br />m o <br />O <br />Z <br />Cn � <br />U3 J <br />F <br />Q W <br />Z <br />zo <br />N <br />2 ¢ <br />tt <br />Q U <br />2 L <br />�j <br />Fw- <br />oz <br />=3 <br />C:) <br />C.0 <br />w <br />a � <br />°3 <br />v <br />z< <br />�N <br />0 <br />= <br />> L{) <br />L <br />rT <br />0 <br />.N> <br />(M <br />� <br />L.L <br />� <br />9 <br />T <br />C o <br />C:^ <br />LO <br />o <br />A 04 <br />J <br />N <br />= <br />r <br />M <br />Cfl <br />rn <br />N r <br />o <br />cc <br />� T <br />iri <br />Z <br />Z <br />E (D <br />E <br />y <br />-a w <br />m <br />c <br />d <br />• • <br />0 t <br />< p <br />c <br />—r <br />JOB <br />NO: <br />20-3567 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />_F___ - a AM iru i irft i,��FDIUA i :rr i re 11111111, I I " i r. , i w : i I ll <br />
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