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39752 Harvest Creek Ln
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39752 Harvest Creek Ln
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Last modified
2/26/2025 2:49:42 PM
Creation date
2/19/2025 2:38:33 PM
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Building Plans
Street #
39752
Location
Harvest Creek Ln
Contractor
Lennar Homes
Building Plans - Permit #
1456
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Ano <br />0 <br />4 <br />0 <br />0 <br />0 <br />m <br />0 <br />HEEL <br />T.O.M. — — <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />ao FINISH ON C.M.U: <br />(TYP.) <br />12 <br />5� <br />V x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />12 <br />5� <br />I <br />F.FL.— — — — — — — 1::1=71--------- <br />12 <br />�5 <br />ERR <br />+3" SMOOTH <br />TEXTURED BAND <br />14'-0" RIDGE VENT <br />12 <br />A <br />12 <br />5 <br />7E <br />El 1:1 FE71 0 10 D F71 <br />co <br />M 70 E 1:1 El <br />171 El <br />FRONT ELEVATION - B1 <br />12 <br />;�5 <br />SCALE: 1 /4"=1 r-0" <br />T-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />12 <br />�5 <br />i <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />— _ T.O.M. <br />LEFT ELEVATION - B1 <br />SCALE: 1 /4"=V-0" <br />HDR HGT <br />TEXTURED _ O <br />CEMENTICIOUS 00 bo <br />FINISH ON C.M.U. m <br />(TYP.) <br />— — _ F.FL. <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 <br />C926 and ASTM C1063, or ASTM C1787 and the provisions of <br />this code. <br />R703.7.1 Lath. <br />Lath and Lath attachments shall be of corrosion -resistant <br />materials. Expanded metal or woven wire lath shall be attached <br />with 1-1/2" long, 11 gage nails having <br />a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in <br />accordance with ASTM C1063 or C1787, or as otherwise <br />approved. <br />R703:7.2 Plaster. <br />Plastering with cement plaster shall be not less than three coats <br />where applied over any type of code -approved lath and shall be <br />not less than two coats where directly applied over masonry, <br />concrete, clay brick, stone, or tile. If the plaster surface is <br />completely covered by veneer or other facing material or is <br />completely concealed, plaster application need be only two coats, <br />provided total thickness is as set in Table R702.1(1). <br />Cement plaster shall be in accordance with ASTM C926 and <br />material shall be in accordance with one of the types listed in <br />R703.7.2. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed as required in Section <br />R703.2 and, where applied over wood -based sheathing, shall <br />include a water -resistive vapor -permeable barrier with a <br />performance at least equivalent to two layers of Grade D paper. <br />The individual layers shall be installed independently such that <br />each layer provides a separate continuous plane and any flashing <br />(installed in accordance with Section R703.4) intended to drain to <br />the water -resistive barrier is directed between the layers. <br />R703.2 Water -Resistive Barrier. <br />One layer of No. 15 asphalt felt, free from holes and breaks, <br />complying with ASTM D226 for Type 1 felt or other approved <br />water -resistive barrier shall be applied over studs or sheathing of <br />all exterior walls. No. 15 asphalt felt shall be applied horizontally, <br />with the upper layer lapped over the lower layer not less than 2 <br />inches. Where joints occur, felt shall be lapped not less than 6 <br />inches. Other approved materials shall be installed in accordance <br />with the water -resistive barrier manufacturer's installation <br />instructions. The No. 15 asphalt felt or other approved <br />water -resistive barrier material shall be continuous to the top of <br />walls and terminated at penetrations and building appendages in <br />a manner to meet the requirements of the exterior wall envelope <br />as described in Section R703.1. <br />R703.4 Flashing. <br />Approved metal flashing, vinyl flashing, self -adhered membranes <br />and mechanically attached flexible flashing shall be applied <br />shingle -fashion or in accordance with the manufacturer's <br />instructions. Metal flashing shall be corrosion resistant. <br />Fluid -applied membranes used as flashing shall be applied in <br />accordance with the manufacturer's instructions. All flashing shall <br />be applied in a manner to prevent the entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. <br />Self -adhered membranes used as flashing shall comply with <br />AAMA 711. All exterior fenestration products shall be sealed at <br />the juncture with the building wall with a sealant complying with <br />AAMA 800 or ASTM C920 Class 25 Grade NS or greater for <br />proper joint expansion and contraction, ASTM C1281, AAMA 812, <br />or other approved standard as appropriate for the type of sealant. <br />Fluid -applied membranes used as flashing in exterior walls shall <br />comply with AAMA 714. The flashing shall extend to the surface <br />of the exteriorwall finish. <br />Approved flashings shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry construction 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 intersection. <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 />C� <br />a <br />a tt <br />= .�� CFj <br />.� <br />s <br />cJly \ <br />f `P(r1((tt,itilt����. <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 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W <br />av <br />� <br />E n O om co # <br />8 N <br />`i <br />0 <br />O N J <br />N p Uhl J LL <br />d ) <br />N # W <br />N <br />5�ad <br />v�r-r- W a <br />rn <br />J W LL a.W <br />Z <br />0 <br />s m <br />iO <br />W��6j°' <br />z .2 CT, O PW <br />5 '@ N CO Lr O J <br />¢ Q <br />Z <br />LLW <br />Q a <br />N Cl) Z 0: L O <br />U <br />Z <br />0 U A W <br />❑�❑ <br />M L- <br />z N <br />o <br />z <br />z o <br />J <br />� N <br />N <br />N <br />M <br />Z v <br />� o <br />4—, <br />w <br />0 <br />N <br />w o <br />c_ <br />Cl3 <br />U <br />LLJ <br />— $ <br />f <br />xis <br />L <br />0 <br />N OCD <br />ti <br />o <br />w <br />M <br />o <br />Z <br />� <br />J <br />E E <br />00 <br />tt <br />QN <br />z© <br />co <br />XO <br />U <br />0OU <br />O <br />CN <br />O <br />K� <br /><z <br />o <br />¢o <br />p <br />O� <br />wz <br />L <br />B� <br />U <br />N <br />m� <br />'o <br />o� <br />Z <br />m <br />og <br />Q W <br />Z z <br />go <br />Q <br />2. <br />ao <br />rlNF <br />�x� <br />0o <br />�z <br />qa <br />3 <br />}o <br />Milli <br />mot- <br />zzo < <br />a <br />3 <br />0 <br />2 Q <br />i <br />N <br />L <br />m <br />m <br />n` <br />W <br />m <br />O <br />.- <br />C <br />I� <br />co <br />J <br />M <br />oo_,-� <br />0 <br />„C1 0 <br />U <br />Cfl <br />N <br />r <br />T� <br />N_ <br />v_ <br />2 <br />T�T <br />i� <br />N Cfl <br />n T <br />LO <br />r <br />. <br />M <br />r <br />E <br />E N <br />M <br />z <br />M <br />C <br />E Q <br />(n <br />co <br />C <br />a <br />U <br />Q o <br />JOB <br />NO: <br />20-8088 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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