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39788 Harvest Creek Ln
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39788 Harvest Creek Ln
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Last modified
2/26/2025 3:40:30 PM
Creation date
2/19/2025 2:40:01 PM
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Building Plans
Street #
39788
Location
Harvest Creek Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
1643
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FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />EXTERIOR <br />PLASTER ON <br />FRAME — <br />12 <br />5� <br />35-SH <br />CJ <br />12 <br />�5 <br />CJ <br />------------------------------------------ 2ndFIN. <br />----------- — ------------------- — <br />FLASHING 12 FLR. <br />CJ/WEEP -- CJ/WEEP-------- T.O.M. <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />--------------- <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />5� <br />35-SH <br />-------------- <br />ROOF TO BE <br />CENTERED ON <br />DOOR � <br />4'-0" OFF RIDGE VENT <br />EXTERIOR PLASTER <br />ON FRAME <br />25 SH <br />5068 SGD <br />19 <br />REAR ELEVATION - Al <br />12 <br />�5 <br />9' RIDGE VENT <br />SCALE: 1 /4"= V-0" <br />------------------------------------------------------- ------------------------ <br />2nd FIN. <br />FLR. <br />CJ CJ /WEEP CJ — — — — — — — — — T.O.M. <br />--8------------------------------------------------------------------------L--T---I—A------HDR <br />FIN FLR <br />r <br />N <br />TEXTURED 1 <br />00 <br />o - <br />CEMENTITIOUS co <br />FINISH ON C.M.U. <br />(TYP.) <br />---------------------------------------------- — — --- -- ------FIN FLR <br />LEFT ELEVATION - Al <br />SCALE: 1 /4"= V-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 <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 1-112" 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 exterior wall 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 />� <br />,rrrrritt111111lIl/irl�� <br />SRO'�'V <br />\`•���� <br />4.� <br />Q <br />i <br />FLOC ' <br />a+� <br />"g"o j'ESStOr��``�`��':.. <br />v,#10/1/11 t 111 tt11i`\ <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 <br />Code - <br />Residential 7th 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 />W <br />Q <br />0 <br />F co r- <br />o MQ `°°r°at <br />N <br />N N <br />: J <br />® <br />20 <br />", W <br />N <br />Qej <br />yrr� <br />cN-» <br />LL W a <br />L- YYn <br />M r; iL <br />L u, <br />Z <br />Lt6' <br />0 <br />OF <br />W <br />15 C14 (0 <br />05 <br />Lr. — _J <br />Z <br />L <br />oo <br />a <br />Z <br />N Cl)Z <br />p V <br />p_'cn0 <br />v N <br />f") <br />Z N10 <br />o g <br />z <br />z o <br />J <br />7 <br />CL <br />E3 <br />r <br />M <br />C9 <br />Q1jl <br />a)(0 <br />a <br />ll- <br />T Cn <br />LU <br />O <br />0 <br />W o <br />t� c <br />�N <br />U iu <br />W J <br />- E <br />U <br />wigL <br />U ) 4 <br />c W 0 <br />Q N O42 <br />_0 <br />o <br />o <br />w <br />MZ <br />o <br />U_ <br />±z E <br />O <br />E <br />z® <br />u <br />x0 <br />oQ <br />U00 <br />�� <br />O <br />04 <br />LZ¢� <br />¢z <br />42 <br />� <br />cn C <br />mo� <br />z � <br />- N <br />J <br />mm <br />aZ <br />�w <br />o <br />ZZ <br />ao <br />v <br /><o <br />aLL <br />�w <br />co <br />V <br />Z 6 <br />a <br />0U 3 <br />NCD <br />= <br />�� <br />J <br />0 <br />°' <br />N <br />C� <br />L <br />� <br />co <br />> <br />co <br />d' <br />—' <br />N <br />^ <br />m <br />CD <br />C ca <br />U <br />co <br />co _ <br />2 �y <br />r <br />U <br />00 CD <br />Ln <br />N <br />= CD <br />LO <br />r <br />ui <br />w � <br />rn <br />ch N <br />o <br />ca <br />Z <br />N <br />E p <br />N <br />r <br />Z <br />cc <br />cc <br />a <br />E <br />U °� <br />Q p <br />JOB <br />NO: <br />21-1074 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />
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