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36462 Flats St
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36462 Flats St
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Last modified
3/4/2025 10:24:11 AM
Creation date
2/19/2025 2:25:18 PM
Metadata
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Building Plans
Street #
36462
Location
Flats St
Contractor
Lennar Homes LLC
Building Plans - Permit #
6033
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rn <br />3 <br />v <br />x <br />m <br />LO <br />0 <br />W) <br />L0 <br />rt � <br />Cr <br />a� <br />`v <br />C <br />c <br />n <br />J <br />N <br />0 <br />0 <br />I <br />N <br />x <br />m <br />00 <br />M <br />LO <br />v <br />0 <br />0 <br />J <br />N <br />LO <br />0 <br />I <br />M <br />Ln <br />Cr <br />0 <br />i <br />rn <br />c <br />O <br />Q <br />0 <br />n. <br />E <br />H <br />N <br />O <br />S <br />L <br />G <br />i <br />a <br />LZ <br />U <br />0 <br />c <br />0 <br />�I <br />y <br />a� <br />�o <br />i <br />a <br />a <br />v <br />O <br />J <br />N <br />ti <br />0 <br />ai <br />0 <br />a <br />0 <br />a <br />M <br />N <br />O <br />N <br />0 <br />a <br />m <br />FRONT ELEVATION - 131 <br />12 <br />SCALE: 1 /4"=1 r-0" <br />LEFT ELEVATION - B1 <br />1 /4"=1' <br />NO <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. (Refer to sheet SN1 for the engineered method for <br />Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ <br />6" O,C. vertically/horizontally into the framing members. <br />Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. <br />min. @ 6" O.C. vertically/horizontally or compatible adhesives, <br />exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. <br />or in a semi -continuous bead between the solid plaster base and <br />the solid portion of the key attachment flange. <br />Control Joints: Install control joint lathing accessories in <br />conformance with C1063. Lath shall not be continuous through <br />control joints, but shall be stopped and tied at each side. <br />All accessories shall be in accordance with the latest ASTM <br />C1063 & ASTM C1861. <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 />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 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 />M <br />cv r <br />0 <br />cue <br />_. <br />C= <br />Cn fG � <br />Gli C� qq' <br />6 <br />d <br />�C_ <br />�o <br />�v <br />r t•i�i\41t91�R <br />���f't'sl / <br />. ":0. <br />ud <br />•�' <br />0 <br />.......... <br />�e <br />0FE5NL` <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 <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 />Engineers signature and seal. <br />- ab <br />W <br />I( <br />�+ E <br />� o8 <br />V <br />0 <br />N p <br />N O C r <br />7 N <br />to <br />la <br />m v 2S25$ x* " <br />C J LL <br />LL LU <br />5 <br />U_S a <br />Z <br />Li <br />�w <br />-a <br />�� d N <br />r O Z 30 <br />W <br />�2rnrn 0 <br />Z <br />N Z < J <br />Z <br />N OU 0 <br />W <br />❑❑ <br />z N <br />0 0 <br />z CO <br />In <br />z o <br />J <br />d � <br />v) <br />M <br />z vCZ <br />0 <br />s <br />W 2 <br />o <br />0 <br />W 0 <br />Ly N <br />U <br />W J <br />Malik <br />E <br />3 <br />I <br />z� <br />z <br />y <br />ca o <br />C <br />d 0 <br />b <br />w <br />M <br />M <br />J <br />z ¢ <br />oo <br />Z <br />< <br />L <br />mT E <br />E_ �U <br />Z <br />o o <br />wz <br />Z N <br />< <br />aCa <br />H rO <br />g0 <br />00 <br />o E <br />0 <br />tt F <br />o <br />b <br />- <br />Z <br />Qo <br />�o <br />�w <br />Cn M <br />C <br />z <br />�< <br />w� <br />F o <br />o, <br />OD J <br />m <br />¢� <br />¢w <br />2z <br />O <br />U <br />O <br />a0 <br />U <br />� <br />oLL< <br />W g <br /><o <br />aZ <br />h <br />m <br />r— <br />ZED <br />wF <br />QO <br />v <br />5 <br />o3 <br />> (� <br />n 1 <br />L / <br />ca <br />i <br />O <br />:) <br />LO <br />r <br />T <br />W <br />U) <br />_ <br />Ca <br />m <br />L0 <br />i� <br />''^�^ <br />U) <br />W co <br />0) <br />CU <br />00 <br />LL N <br />c� <br />N <br />LO <br />M <br />Q <br />CND <br />� <br />� <br />M <br />o <br />E <br />Z <br />Z <br />E <br />m <br />f° <br />a <br />cu <br />E <br />U <br />a <br />0 <br />Q p <br />JOB <br />NO: <br />23-00527 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />
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