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3151 Nubbin Ridge Ln
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3151 Nubbin Ridge Ln
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Last modified
3/3/2025 3:33:53 PM
Creation date
2/19/2025 8:54:29 AM
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Building Plans
Street #
3151
Location
Nubbin Ridge Ln
Contractor
Lennar Homes
Building Plans - Permit #
22331
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T.O.M. <br />HDR HGT. <br />1'-011 <br />- - - _ _ T.O.M. <br />HDR HGT. <br />EXTENDED <br />01 OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED o <br />CEMENTICIOUS - <br />80 <br />FINISH ON C.M.U. 01 <br />(TYP.) CD <br />25 SH 25 SH <br />5068 SGD F.FL. <br />28'-0" RIDGE VENT <br />REAR ELEVATION - 61 <br />SCALE: 1 /4"=V-0" <br />12 <br />�5 <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 />RIGHT ELEVATION - 61 <br />: 1 /4"=1 '-0" <br />o <br />0 t � t a <br />t t t r►► i �iii��e <br />,��`°°°e <br />>,..> •• <br />.` <br />0% <br />Cn <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 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />M�E <br />co "MOO <br />N <br />0)V <br />0 o Q m <br />C,NCq N <br />to J J <br />LO co 1=' u. <br />d m rn.1,0 <br />J* W W <br />u, !L C <br />N <br />- N � <br />d W W � <br />a0�x <br />Z <br />Z <br />> <br />�CL�, <br />0 <br />ato <br />m o 0 <br />m�¢= <br />W <br />mo��° <br />0) E°'O' <br />o a C)_ <br />7• <br />L <br />IMLW <br />v�N� <br />NQc'�Z <br />¢O� <br />Z <br />< <br />U H J <br />M N <br />N <br />z o <br />0 o <br />— <br />z g <br />Q M <br />d O <br />M <br />IL '11 <br />_ <br />01W-1 <br />V LL <br />-� Cl� Y <br />` V W O <br />Qn <br />•O <br />to <br />Ln <br />W 1!2 <br />C <br />U L° <br />W <br />o $ <br />I <br />1 <br />= <br />rn <br />Q <br />CD a <br />(� <br />o <br />co <br />J <br />w <br />Cl)o <br />Z <br />J <br />LL <br />Q E <br />z o <br />o o <br />» <br />Q N <br />04 <br />E rJ <br />z® <br />CUO <br />CL <br />CD E <br />CD <br />X O <br />K Q <br />ao <br />❑ OU <br />❑ <br />0 <br />aZ <br />04 a0Z <br />�w <br />rp <br />_ <br />.- Y <br />U <br />m� <br />O <br />O <br />Z <br />Z6W <br />0 <br />Z <br />Z <br />sono <br />In <br />Cn <br />Cz <br />F <br />< <br />LL <br /><20 <br />Z Z <br />30 <br />a <br />m w <br />U <br />oZ <br />r <br />w <br />=7 <br />OCO <br />Lim <br />1 <br />1 <br />Zs <br />a <br />�3 <br />2N <br />0 <br />L <br />'> <br />00 <br />cc <br />CV <br />,.� <br />_J <br />O <br />C o <br />a� <br />m <br />E <br />.� <br />T <br />Z o <br />LO <br />T <br />1 <br />T M <br />r <br />E <br />00 <br />CV <br />00 <br />Z <br />Z <br />O <br />r <br />r <br />a <br />E <br />U _ <br />Q in <br />� <br />JOB <br />NO: <br />19-8535 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />w <br />V . •i .n: illt 111; ti d � !_ i 1L.1 1 S.lu� I i I EJ6dio � II ,f d. g Iil <br />
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