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2831 Lytton Hall Dr
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2831 Lytton Hall Dr
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Last modified
2/28/2025 11:26:10 AM
Creation date
2/28/2025 11:03:14 AM
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Building Plans
Street #
2831
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
1025
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M <br />0 <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />1" x 9" SMOOTH <br />TEXTURED 12 <br />FREEZE BAND 5� - <br />HEEL <br />T.O.M. — — <br />HDR HGT. — — <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U: <br />(TYP. ) <br />12 <br />5� <br />12 <br />�5 <br />u to u u r�i� .r 3 TAB SHINGLES. ROOF <br />12 --- r T - — INSTALLED AS PER MANUF. <br />T <br />— — — — — — �5—' — _ — �= _— _ — SPECIFICATIONS <br />1' 0" <br />— --— — — — — — — — — — — — — — — — — — — — — — — — <br />— — — — — 7i — — -4-- — — ff il _ — — — <br />as <br />CID <br />y I- <br />F. FL. t <br />+3" SMOOTH <br />1 TEXTURED BAND—/ <br />14'-0" RIDGE VENT <br />[7] r�' <br />El FEI D 7 171 IE7 LE <br />D [7] L�j <br />FF <br />FRONT ELEVATION — B1 <br />12 <br />�5 <br />T-0" RIDGE VENT <br />SCALE: 114"=V-0" <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />--------------------------------------------------------------- HDR HGT. <br />1'-0"--------------------------------------------------------------- <br />_�F <br />Z-0" <br />TEXTURED - <br />CEMENTICIOUS °Q <br />FINISH ON C.M.U. co <br />(TYP. ) <br />— — _ F.FL. <br />LEFT ELEVATION — B1 <br />N <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 />�Fs�rr <br />0 \N N <br />GOFES <br />` <br />CEO <br />C3 <br />i� rfflljll{lR���` <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 />W <br />F <br />a <br />v B pip <br />ao 8 <br />R o 's N <br />O <br />(0W <br />C1 LL <br />NW <br />a <br />? u <br />- a <br />Z <br />y CNi W rn <br />Lu <br />W"I`' ri a W <br />� �01 <br />- <br />- <br />Lmo Iz00 <br />_ .M CV m m J <br />W <br />IL <br />t°nnpjO' -Jo <br />u') N Z Ix rn <br />m U <br />Z <br />N J <br />0U ❑❑❑ <br />W <br />la M <br />Z N M <br />z o <br />Q <br />J— <br />aroma <br />Ln <br />— N <br />M <br />,Zn �O <br />O <br />�/ <br />LL <br />U <br />C <br />W W <br />Q A <br />�pp <br />0 <br />W p <br />NVA <br />to <br />c Y <br />Ln <br />sksv <br />U c <br />UJ <br />�® <br />t 8 <br />Q Y <br />�CID <br />P_ <br />Mza <br />W <br />Z <br />i <br />QE <br />o <br />E <br />Wo <br />Zz <br />u <br />co <br /><0 <br />CO <br />� <br />E° <br />X <br />d< <br />00o <br />p <br />aZ <br />Z <br />N M <br />`o <br />0 <br />w <br />J <br />(Lp <br />a z <br />a <br />Z U <br />m O <br />�LL <br />Z r <br />> <br />Z <br />3 <br />m <br />g <br />Z O <br />W <br />a`i <br />CL 3 <br />8b <br />U <br />a <br />y Z <br />�LL <br />o <br />J uJ <br /><a <br />0 <br />�o <br />IIIIIIIII� <br />ZI¢ <br />a <br />OU ?i <br />� M <br />>� <br />M <br />nL' <br />m <br />W <br />.� <br />c• <br />0 <br />C) <br />� <br />T <br />_ <br />C <br />V <br />a <br />d- <br />. _ <br />J 04 <br />TLO <br />,— <br />2 O <br />r <br />m <br />E <br />.� T <br />N <br />o <br />Z <br />Z <br />� <br />E Q <br />iri <br />•' <br />cm <br />E <br />U J <br />6C <br />Q ❑ <br />J <br />JOB <br />NO: <br />20-6579 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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