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39895 Harvest Creek Ln
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39895 Harvest Creek Ln
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Last modified
2/26/2025 8:02:35 PM
Creation date
2/18/2025 4:22:46 PM
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Building Plans
Street #
39895
Location
Harvest Creek Ln
Contractor
Lennar Home
Building Plans - Permit #
2033
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li'd . <br />--- L <br />12 <br />5[,,--' <br />nd <br />12 <br />_Z_ ��_ 5 <br />(+1")6"SMOOTH <br />TEXTURED BAND <br />T.O.M. <br />HDR HGT. <br />-------------- -------------------------------------- <br />IL 7 16 <br />9 <br />IF _�_ 111 L-11 E] E 11 LEI] LD__] L I L: I <br />A F.FL. <br />--------------------------------------- <br />TEXTURED <br />r <br />0. <br />31-0" CEMENTICIOUS <br />FINISH ON C.M. <br />(TYP.) <br />35 SH <br />FRONT ELEVATION — Bil <br />28'-0" RIDGE VENT <br />SCALE: 1/4"=V-0" <br />IN- <br />T.O.M. <br />HDR HGT. <br />21-61' <br />TEXTURED <br />r <br />9 <br />00 B0 <br />-1 <br />(TYP.) (0 <br />CEMENTICIOUS <br />FINISH ON C.M. U. <br />----------------------------- 1J__ F <br />LEFT ELEVATION — B1 <br />: 1/4"=1' <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 manufacturers <br />instructions. Metal flashing shall be corrosion resistant. <br />Fluid -applied membranes used as flashing shall be applied in <br />accordance with the manufacturers 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 />properjoint 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 f et 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 />Lill <br />cli <br />C=) <br />C14 <br />C.0 <br />21 <br />E W <br />A 'S' <br />0�. <br />13-750 <br />T_ <br />OF tit <br />S-T ;J <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />co <br />Lo <br />C14 _J <br />C14 <br />0) <br />0 <br />'Z 32 - U� 0� <br />C,4 0 - LL (L <br />U_ LL 0. <br />Z <br />0 - <br />7S <br />Z M4 0 <br />0: <br />Z N , �; 0: 0 <br />LL <br />L <br />I _J U, <br />if) 0: 0 <br />N 6 _, <br />< <br />Z <br />W <br />0 Q <br />0 <br />W <br />V) <br />LU mr- <br />J <br />0 <br />V) <br />LU <br />U <br />L=L': <br />< <br />. <br />—.44 <br />LL. <br />E <br />0 <br />4 <br />JE <br />Z <br />h <br />Z <br />C=) E <br />C14 <br />RU <br />0 <br />Z <br />,Z <br />_w t <br />Z� <br />Z <br />cu <br />Z <br />N <br />W <br />Will! <br />LO <br />_J <br />(0 <br />C <br />0 <br />U) <br />> <br />ca <br />22) <br />C:) <br />C <br />F- <br />0) <br />Lo <br />LO <br />000) <br />CID <br />(D <br />E <br />41 <br />0) <br />CY) <br />ce) <br />Z <br />M <br />Z <br />E 0 <br />E <br />0 <br />0. <br />0 <br />JOB <br />NO: <br />21-4274 <br />SCALE : <br />AS NOTED <br />SHEEr NO. <br />3.1 <br />
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