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39693 Harvest Creek Ln
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39693 Harvest Creek Ln
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Last modified
3/20/2025 8:07:17 PM
Creation date
2/19/2025 4:00:51 PM
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Building Plans
Street #
39693
Location
Harvest Creek Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
1050
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12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />N <br />----------------------------- <br />FE-11 El FE11 F=71 El = El 0 F1 <br />D F =_1 FE] FE_ _: 11 F �] 7E 11 <br />FE-:❑I ` FD_'FE-] D C-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 />HDR HGT. <br />FRONT ELEVATION - Al <br />12 <br />15 <br />15'-0" RIDGE VENT <br />------------------- - <br />11-0.1 <br />TEXTURED <br />lo CEMENTICIOUS <br />2'-0" <br />FINISH ON C.M.U. <br />TEXTURED (TYP. ) <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />TnM <br />------------ I--------------------------------------------------------------------------------------------------------------- 11---------------- J---_1 <br />LEFT ELEVATION - Al <br />SCALE: 1/4._,_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 />�WN <br />9 r <br />0F ESS�O <br />X\, <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residentlal 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 />Q <br />U N N <br />0 o (0J <br />v <br />C <br />ai �i"#So <br />13 u) � in * Lu <br />0) <br />iJi � - u- J d <br />M M <br />Z <br />Qj W <br />Lu <br />me 0z�o <br />Coo 0� m 0 <br />W <br />02pjO' a a <br />_Z <br />IL IL <br />LO N 0LQ <br />N M Z U � <br />�� <br />Z <br />❑❑❑ <br />W <br />Z N Cl) <br />O <br />z � N <br />z r; <br />Q d <br />J — <br />(Z <br />n <br />N <br />M <br />zCU <br />C- <br />o <br />-M <br />U <br />w <br />0 <br />N <br />,,, g <br />� y <br />U) <br />V <br />w � <br />U o C'i <br />c °' d <br />QNm <br />z <br />®tml <br />14 <br />r` <br />to <br />w <br />C J <br />D ZZ <br />J <br />L.L C <br />Q E <br />E o <br />zo <br />o0 <br />�_ <br />YL <br />z® <br />cuQo <br />r- <br />x 3 <br />_ E <br />O <br />N <br />L <br />&< <br />z <br />wo <br />Q <br />O� <br />aZ <br />ttw <br />in <br />_ <br />U <br />m 0 <br />o� <br />Z <br />Z <br />m <br />' <br />Q <br />v> <br />N 3 <br />" <br />0M <br />Z <br />0 <br />° z <br />W <br />C) <br />j <br />G <br />o <br />�Z <br />Z <br />wFo <br />=3 <br />F - <br />zl¢ <br />0 3 <br />�N <br />0 <br />= <br />J <br />m <br />m <br />cC13 <br />t° <br />N <br />J <br />o <br />W <br />� <br />T <br />(U C:) <br />2 <br />0) <br />d" <br />(N <br />T— <br />� T <br />T <br />N <br />W <br />� N <br />r) <br />rn <br />o <br />Z <br />Z <br />Oto <br />Ecc <br />a <br />U <br />Q p <br />JOB <br />NO: <br />20-6581 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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