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3025 Kresterbrooke Ln
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3025 Kresterbrooke Ln
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Last modified
3/3/2025 5:28:26 PM
Creation date
2/27/2025 11:15:39 AM
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Building Plans
Street #
3025
Location
Kresterbrooke Ln
Contractor
Lennar Homes
Building Plans - Permit #
20164
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i <br />N <br />_N <br />O <br />04 <br />rn <br />N <br />LO <br />J <br />m <br />r- <br />LO <br />CD <br />v <br />N <br />O <br />J <br />rn <br />N <br />Q <br />to <br />0 <br />v <br />a <br />E <br />E <br />O <br />2 <br />li <br />co <br />00 <br />A <br />cY)JV <br />00 <br />00 <br />T.O.P. <br />HDR HGT. <br />2nd FIN. _ <br />FLR. <br />T.O.M.------. <br />HDR HGT. <br />F.FL. <br />12 <br />5� <br />REAR ELEVATION - 131 <br />SCALE: 1 /4"= V-0" <br />12 <br />12 <br />�5 <br />LEFT ELEVATION - B1 <br />SCALE: 1 /4"= V-0" <br />M <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-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />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 contructions 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 />(a <br />Z C <br />o <br />_ <br />z <br />z� <br />Q <br />a <br />V) zL= <br />V) (9 <br />u, <br />� <br />w <br />t'LS <br />O LLJ <br />V <br />E <br />o "o <br />( <br />U <br />W <br />F— <br />N M <br />Cl) <br />p o C, <br />p=p <br />1 V N <br />_LL00 <br />cc <br />U) Y n <br />Q o <br />Q � <br />m Q O <br />RJID <br />® <br />� <br />jowjy <br />r <br />/ <br />a <br />•g` � • ••12 <br />N O K) <br />-A, <br />� <br />M <br />IJL Ly <br />10 A <br />v v' <br />0 <br />•N2 <br />° <br />C)o,°o <br />To the best o#the Enginee ' ge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />0 <br />Z N <br />O av N <br />M <br />utun <br />z <br />Q -0 <br />a- w — V- <br />a <br />oC fo <br />U •--� <br />0_ 00 <br />Q <br />\� <br />z <br />170 <br />W <br />J <br />� <br />O <br />2 <br />o! p <br />z a <br />�a <br />Z <br />w ¢ � W <br />UZOp <br />zwwlr <br />_O <br />�— <br />=awz <br />Lu <br />cem J <br />L-2-0 <br />O�u- o <br />WLu <br />o <br />T <br />J <br />wL_U <br />Z Z <br />}8 <br />y <br />�z <br />0 <br />M <br />F_ <br />O <br />L J <br />z <br />U <br />= <br />N <br />Q <br />2Eu, <br />Ou <br />BOO <br />¢ <br />l-< <br />w <br />Ne <br />wOOc5 <br />U n: E8 d <br />�y <br />a a <br />Zao J <br />uJuJ <br />az3 <br />O O i 0 <br />Q <br />Z <br />00 <br />WCwo <br />Z <br />W <br />a <br />w <br />��� <br />J <br />r-1 <br />LU <br />C <br />L, o Z o <br />� Y 6 <br />00 <br />W <br />G <br />< <br />LU <br />v' <br />z <br />Z <br />N <br />Z Q <br />W <br />�o <br />z ¢C <br />0 <br />U <br />,- <br />a <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ol <br />SHEET NO. <br />3.2 <br />
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