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3092 Nubbin Ridge Ln
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3092 Nubbin Ridge Ln
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Last modified
2/24/2025 2:59:00 PM
Creation date
2/19/2025 8:52:14 AM
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Building Plans
Street #
3092
Location
Nubbin Ridge Ln
Contractor
Lennar Homes
Building Plans - Permit #
22762
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i I U III IFI1111'9 1 II 11 I t- Ill I I I I ' I 'll 10['__' 1 _ 11 1__. I 111 11 1 1 _ <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />D El E El FEI [7_1 E <br />E I M E 177 M I FE] F � I � = � <br />14'-0" RIDGE VENT <br />12 <br />5� <br />12 <br />�5 <br />- - - - HEEL <br />12 <br />5� <br />F4 <br />T.O.M. <br />----------------------- <br />-- HDR HGT. <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=1'-0" <br />12 <br />\15 15'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />M- <br />-------- - --------------------------------------------------------------------------------------------------------------------------- - <br />1'-01 _ <br />TEXTURED <br />ol 2 -0 jl CE FINISH <br />ON C.M.U.��/ FINISH ON C.M. <br />TEXTURED (TYP•) <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />------------I--------------------------------------------------------------------------------------------------------------1--1-----------------I----1 <br />LEFT ELEVATION - Al <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 />r- <br />j <br />3t <br />qE <br />Z <br />tip <br />E� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida <br />Building Code - <br />Residential 6th Edition. Engineers signature and <br />seat is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and sea] <br />W <br />AAh 1- <br />E <br />U <br />co <br />N N 00 <br />it <br />- <br />® <br />009 Ol <br />J O <br />to J J <br />Lt- <br />J w W <br />o <br />a <br />LLa <br />awui <br />_ <br />ai°'um3 <br />a <br />Z O <br />Co Co <br />$ <br />LL <br />v—N <br />mm-o <br />Q O 5 <br />N Q coZ <br />U <br />a <br />H J <br />g W <br />'o N O <br />00 O <br />N <br />� n <br />O <br />cm,iV <br />d. <br />M <br />2 a <br />o <br />-J <br />j1�1, <br />rI v <br />L.0 O <br />0 <br />U <br />0 <br />to <br />V) <br />w h <br />c o <br />02 <br />tlllO <br />n <br />c)ID <br />w rn <br />� <br />o Eall <br />I <br />! <br />9 <br />i9! <br />11I <br />/2/ � <br />V O N <br />� N Y <br />0 <br />9 m <br />�m <br />O <br />W <br />Cl)O <br />Z <br />Q <br />U_ <br />Z <br />Z o <br />Z® <br />Iz ® <br />E CJ <br />�� <br />wz <br />oa <br />@ <br />O rU <br />o <br />g <br />X V <br />ac <br /><Z <br />0 O <br />¢a <br />W W <br />N <br />i <br />W o <br />ao <br />W� <br />G� CY <br />U <br />mo <br />O� <br />Z <br />N m <br />Q W <br />ZZ <br />N <br />S< <br />Z <br />go <br />a Z <br />y w <br />U <br />ao <br />x <br />r� <br />~3 <br />�LL <br />�z <br />aF <br />=� <br />o <br />z� <br />la <br />�o <br />o� <br />v <br />o 3 <br />ON <br />0 <br />= <br />J <br />a; <br />■��> <br />CD <br />C:N <br />1.1. <br />to <br />r1 <br />J <br />N <br />O <br />r <br />m <br />CY) <br />.d. <br />..- <br />z r <br />r <br />TT <br />0 <br />LO <br />(.0 <br />rn � <br />r <br />w <br />M <br />c14 <br />o <br />Z <br />Z <br />E 0 <br />cc <br />E <br />0 � <br />Q o <br />� <br />JOB <br />NO: <br />20-1130 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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