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3120 Lytton Hall Dr
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3120 Lytton Hall Dr
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Last modified
2/28/2025 1:16:34 PM
Creation date
2/28/2025 11:05:03 AM
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Building Plans
Street #
3120
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
22746
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3 <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 />FRONT ELEVATION - 61 <br />28'-0" RIDGE VENT <br />12 <br />5� <br />--- — ------------------------------ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />SCALE: 1 /4"=1'-0" <br />— — — T.O.M. <br />— — _ HDR HGT. <br />2'-6" 1'-0" <br />TEXTURED <br />CEMENTICIOUS O <br />r <br />FINISH ON C.M.U. ao co <br />(TYP.) ifl <br />-----------------------------------------------------35SH---- <br />--------------------------H-----------------------------1] <br />-----F=F <br />LEFT ELEVATION - B1 <br />r <br />s • <br />_J <br />� <br />''. C-) <br />,�/I�f//l l! i ! 11 � 1�1'•�1 <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 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 />9E r <br />O C N <br />ci <br />M N N <br />t` a)co � co <br />0 <br />d M m, 'NO J 7L W W <br />CLLto <br />d <br />y M a LU W W 0 <br />DCU_ z aXY <br />13 <br />0 Z� p ❑ <br />rq <br />eg <br />CC C C m m <br />IWja <br />LLZ <br />E mrn < ❑ <br />01 N p Q' ❑ 2 <br />N Q co Z V d <br />Z <br />�d ❑Old❑ <br />W <br />M r <br />C7 <br />� <br />z o <br />Z S <br />� c•1 <br />d N <br />^ <br />M <br />V LL <br />4--W <br />V <br />•O <br />w O <br />Q <br />cN <br />N <br />� <br />w <br />cj�- E- <br />o <br />� <br />� m <br />w— <br />.. <br />amprn <br />� <br />r-- `o E <br />0 8 <br />i� <br />_ Z C <br />U o N <br />c U) <br />¢ rn 0 <br />_Q <br />�m <br />rD <br />o <br />co <br />w <br />C', <br />z <br />O <br />z <br />g <br />J <br />LL <br />Q E <br />O <br />m <br />zo <br />oo <br />Z o <br />< <br />zp <br />F— <br />Cl <br />X O <br />a< <br />O O <br />OQ <br />C:)woww <br />L <br />Q <br />�Z <br />(6 <br />VJ C <br />- v <br />O <br />OY <br />�S <br />m <br />10 <br />°, <br />'Z <br /><� <br />2Z <br />N <br />00 <br />z O <br />ca. <br />w w <br />3 <br /><o <br />K <br />0 <br />Z' <br />aY <br />_� <br />K,0 <br />CO0 <br />Fw <br />o < <br />ZIQ <br />-I <br />O <br />U <br />�N <br />O <br />= <br />` <br />>� <br />J <br />ai <br />m <br />L <br />`0 <br />Al <br />W\ <br />00 <br />^ <br />o <br />m <br />co <br />T <br />0 <br />T <br />O <br />LO <br />r <br />.1. 00 <br />N M <br />r <br />ai <br />N <br />M� <br />CM \ <br />o <br />z <br />E <br />r <br />ro <br />a <br />E <br />p <br />U _ <br />Q p <br />_J <br />JOB <br />NO: <br />20-0562 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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