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3038 Nubbin Ridge Ln
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3038 Nubbin Ridge Ln
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Last modified
2/24/2025 1:13:16 PM
Creation date
2/19/2025 8:50:18 AM
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Building Plans
Street #
3038
Location
Nubbin Ridge Ln
Contractor
Lennar Homes
Building Plans - Permit #
248
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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />12 <br />5� <br />7'-0" RIDGE VENT <br />OVERHANG T <br />BE CENTEREI <br />ON DOOR <br />12 <br />5� <br />12 <br />zz::::�5 <br />— — T.O.M. <br />HDR HGT. <br />_1 -0 <br />11 <br />— — — F.FL. <br />REAR ELEVATION - 61 <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"=1'-0" <br />ME <br />RIGHT ELEVATION - 131 <br />SCALE: 1 /4"=1'-0" <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 />P '•NSE ••' <br />J F, <br />6 <br />r <br />_ . <br />Q <br />:� U <br />.CN <br />• C;;;? <br />-• �' • <br />SAP FL O¢\Q <br />•� <br />FESSION <br />���f/111114111��\\�\'ON <br />To the best of the Engineers 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. Engineers signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />a <br />VJ <br />E <br />go�8 <br />ti <br />a <br />f` <br />�2 <br />a0 <br />LL a <br />tri <br />a <br />N <br />ui M S <br />aj C ii S2 <br />LL <br />IL <br />a s <br />13A,ms <br />°' <br />W <br />p" <br />m o � G <br />Wo <br />m °m o <br />W <br />IL <br />E?rrn <br />a IL <br />ZknZNo <br />N M a Z <br />A5o J <br />z <br />°d ❑00 <br />W <br />o <br />� <br />Z <br />v <br />rZ � <br />WL'j <br />(a <br />UJ <br />" <br />0 <br />c <br />m € <br />UL=u <br />Q <br />0 <br />CC) <br />Cn <br />C13_J <br />= 3 <br />W <br />Z <br />J <br />LL <br />E <br />E $ <br />s i <br />y rc <br />o <br />6 <br />oa <br />(c <br />H � <br />aaZ <br />ZD <br />Rc�i <br />UO <br />�U <br />oa <br />N00ZWL <br />0 <br />K J <br />ate.. L <br />rp <br />W <br />C <br />x� <br />0 <br />O <br />ZZ <br />Z <br />J <br />tl <br />2 <br />g <br />Zqa <br />vZ <br />WU <br />�z <br />Z0 <br />Milli5 <br />o <br />�� <br />�o <br />0 <br />`N <br />= <br />La� <br />J <br />Lcri <br />2 <br />.> <br />co <br />ca <br />� <br />N <br />^ <br />C <br />m <br />O <br />m <br />v <br />CO <br />■� <br />Z CO <br />r <br />I co <br />O CID <br />r <br />.. <br />M <br />Z` <br />N <br />cM <br />M <br />Z <br />Z <br />E O <br />E <br />w <br />M <br />€ <br />d <br />U <br />Q p <br />_J <br />JOB <br />NO: <br />20-2744 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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