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3175 Lytton Hall Dr
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3175 Lytton Hall Dr
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Last modified
2/28/2025 1:32:31 PM
Creation date
2/28/2025 11:05:17 AM
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Building Plans
Street #
3175
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
22330
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- II-- - I 1 1 I I ' <br />_I 1 I I III I I 1 11 1, 1 1 Ills 11i tez 1 i I III, r r 1. 1 1 1 <br />— ' — I— 1_1_1 1 11 ! 1- — -- <br />i <br />M. <br />12 <br />5� <br />HEEL . . . . . . . . . . . . . . . . . . . . . - - - - - - - - C4 <br />12 <br />�5 <br />F4 <br />T.O.M. <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />5� <br />F.FL. J <br />NJ <br />14'-0" RIDGE VENT <br />12 <br />-7�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />�-- - -. <br />1 r-0„ <br />— --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — t�—/ --- <br />0 EI = L7E�-7J1=1===J <br />ID--] 77 <br />Du-If L. �, _ i <br />FRONT ELEVATION - Al <br />12 <br />�5 <br />SCALE: 1/4rr=1 r-0" <br />15-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />-----------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR HGT. <br />6" FASCIA <br />(TYP) <br />2'-0" <br />TEXTURED <br />CEMENTICIOUS 00 <br />FINISH ON C.M.U. co <br />(TYP.) <br />— — — F.FL. <br />LEFT ELEVATION - Al <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 />G� <br />n <br />r� <br />L _Q <br />11' 1 <br />O VV N <br />AS - <br />.,. <br />J CJ <br />.. �. <br />p <br />- Q �•.q�`�r Q. <br />nROFES5\0��``, <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />�Eo�i <br />CD 8 N �p rl_ OD <br />MNti <br />O <br />'� LL LL -J p, a <br />W <br />a <br />(C" vim <br />d w W 0 <br />>�LL <br />w: 2Q <br />ax <br />12,z O <br />CU) OX~ <br />Wmo��O <br />29 W OOw <br />m� <br />¢� <br />Z <br />LLrn`3 <br /><OrnQx <br />N Q M Z U° J <br />z <br />L <br />° d FOC771 <br />4 <br />Z 8 <br />Z <br />� <br />Q M <br />d N <br />M <br />V1' <br />!Zn <br />(Dra <br />W Ypp <br />OW <br />V) <br />F" <br />c E <br />�- <br />U m <br />5 <br />03 <br />� <br />C <br />Q w <br />s� <br />ti <br />C::, <br />C'j <br />w <br />z <br />M <br />w 9 <br />o <br />U- <br />E <br />E <br />z o <br />o <br />� <br />T o+ <br />0� <br />Z® <br />Q <br />i=CIO V <br />wLL <br />0 <br />o a <br />_ <br />C <br />o L <br />XO <br />VO <br />¢r <br />0 <br />O� <br />Z <br />N <br />Q� 1.- <br />a z <br />o <br />W Z <br />¢W <br />W <br />m Q <br />� C <br />° U <br />oa <br />Z <br />''< <br />Z(10 <br />a) <br />J <br />¢0 <br />w <br />Z <br />3 <br />0 <br />g° <br />d <br />LLa <br />yw <br />Wa� <br />�3 <br />C:)w� <br />aLL <br />'0 <br />ar <br />Mill!� <br />OV <br />Z ed <br />0 3 <br />c ^' <br />N <br />^L, <br />'W <br />�= <br />IUD <br />> <br />TT <br />V�/� <br />` <br />C U <br />0 <br />co <br />r <br />'� <br />C <br />p <br />� <br />T- <br />T <br />rn= <br />.� <br />J T <br />L0 <br />Lo <br />h N <br />T <br />ui <br />Z. <br />T <br />M N <br />o <br />Cc <br />Z <br />j <br />E O <br />Vl T <br />N <br />Z <br />tC <br />a <br />ci <br />Q o <br />C <br />JOB <br />NO: <br />19-8529 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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