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3132 Nubbin Ridge Ln
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3132 Nubbin Ridge Ln
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Last modified
3/4/2025 10:21:11 AM
Creation date
2/25/2025 9:38:33 AM
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Building Plans
Street #
3132
Location
Nubbin Ridge Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
22500
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I L i _i I _ _ L A 4 IN <br />T.O.M. <br />HDR HGT. — <br />1'-0" _ <br />1P. <br />5'-10" <br />1' 0ft--i-1------------ <br />----------------------------- <br />2'-6" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />5� <br />�� 6'-0" <br />----------- <br />28'-0" RIDGE VENT <br />12 <br />�5 <br />— _ T.O.M. <br />J— — — — — — — — — — — --------------- HDR HGT. <br />— EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED o <br />CEMENTICIOUS ' <br />FINISH ON C.M.U. o? bo <br />(TYP.) io <br />25 SH 25 SH <br />5068 SGD F.FL. , <br />REAR ELEVATION — 61 <br />SCALE: 1/4"=1'-0" <br />12 <br />�5 <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- <br />TEXTURED 2'-01v <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />35 SH <br />---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I -------- <br />RIGHT ELEVATION — B1 <br />" =1 I <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 />�1ultttt!!� <br />SRO <br />• <br />Q'' <br />; �S E ••� <br />1 <br />�• <br />_ ; g6 OF <br />ZNO <br />FL <br />2 <br />i�vz AROFESS\Oa*` <br />/�����f��!!! <br />I I111110\0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and sparAcations 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 />tp Qp <br />- — 1 8 N N ik <br />Lo <br />$r"''�`o <br />0 <br />40 <br />S LL LL a a <br />III <br />Q <br />�JNMI W rnW <br />y rn LL ° CL <br />13 <br />a <br />It <br />WErn <br />CCO 0) 4 <br />m�o� o <br />Y'0 <br />moQ 0 <br />¢i <br />ILW <br />U0: <br />Ma0Z NQZ <br />� <br />Z <br />° ooao <br />W <br />Z N Of <br />Z <br />Q M <br />tl N <br />N <br />f7 <br />ca <br />CD <br />U <br />■ <br />4—' <br />U <br />� <br />0 <br />w <br />N <br />N <br />c <br />U m <br />m <br />0 8 <br />=� <br />_ <br />U <br />• <br />Q <br />V3 <br />o <br />CAM <br />z <br />w <br />Z <br />__J <br />LL <br />CL O <br />o <br />io <br />Wo <br />�R <br />aR <br />z® <br />Ft60 <br />_CLVO <br />oa <br />0$ <br />z <br />o <br />NM <br />to <br />as <br />$o <br />MI <br />WI Z <br />m <br />2 <br />mL9 <br />f p <br />Z <br />ZcoC <br />�m <br />aw <br />N <br />(I) <br />ab <br />g� <br />O <br />V <br />Wa <br />wLL <br />�w <br />IwQ0 <br />0 <br />`N <br />= <br />>� <br />0 <br />W <br />W <br />c <br />(0 <br />c° <br />CV <br />^ <br />W <br />O <br />a <br />(0 <br />I— <br />m <br />R <br />t\ <br />r <br />j O <br />CINIZ <br />0) <br />f <br />— <br />rNi � <br />r <br />E <br />M r <br />0 <br />z <br />E O <br />CAE <br />a <br />0 � <br />a o <br />JOB <br />NO: <br />20-0556 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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