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6362 Back Forty Lp
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6362 Back Forty Lp
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Last modified
3/5/2025 9:35:35 AM
Creation date
2/18/2025 4:32:56 PM
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Building Plans
Street #
6362
Location
Back Forty Lp
Contractor
Lennar Home
Building Plans - Permit #
6071
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OP <br />iio <br />60 <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <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 />12 MANUFACTURER. <br />15.0 FIBEREGLASS SHINLGE INSTALLED **ELECTRICAL SPECIFICATION NOTES** <br />OFF RIDGE VENTI a -I� AS PER MANUFACTURER ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />SPECIFICATIONS TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />I a:: 1 l _T I i..-I "— LOCATION PURPOSES. <br />� I111111 IT�*Illf/l��i — <br />—_—_----.-------._---- <br />35-SH <br />A-1-------------------------- ----I <br />60685CD REAR ELEVATION - A <br />SCALE: 1/4" = V-0" <br />9'-0" RIDGE VENT <br />12 <br />15.0 <br />12 <br />D 4.01 CJ CJ <br />-...... - - --------------- -----_ <br />CJ <br />T.O.M. _ _ — ------------_.------ CJ/WEEP <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />FINFLR —_— �_ __------------------------------------------1_ <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />12 <br />14.0 <br />RIGHT ELEVATION - A <br />SCALE: 1/4" = V-0" <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, piaster 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 ID226 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 />REV. 09.24.21 <br />era <br />cy <br />0 <br />cl�i <br />00 <br />cm <br />CL <br />a <br />C <br />L__ 9 <br />1ST r� iV <br />T co <br />La - <br />cm <br />Pam: <br />S1 <br />E <br />CY S1 <br />c <br />; d"'. <br />2 <br />ti <br />c� <br />car <br />ca <br />N <br />1 <br />co <br />0 <br />No <br />i <br />STATE OF <br />yr <br />i,�J''rtr <br />aaa/opt <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, Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />t» <br />E 5 N <br />t� <br />p <br />J <br />j�' <br />w w <br />Q <br />y J o. L <br />�LLLL fl CD <br />CLL <br />J Z <br />0S <br />Z <br />NCrn <br />p K L Q <br />W <br />J Q <br />og�' d z <br />W <br />Z <br />6 <br />`0 M Z v 0co <br />N O U ULJ❑ <br />Z <br />W <br />g <br />z 8 <br />dill <br />W— <br />N <br />t+Y <br />z <br />a)— <br />� o <br />tL <br />a--J <br />w m <br />O <br />u,J g <br />,(,I^I <br />v J <br />N <br />(:y <br />� <br />u.J Io <br />L <br />N <br />I� <br />0 <br />U_ <br />a <br />g N <br />ow <br />E <br />°0 <br />0 <br />Z <br />t <br />= <br />eZ <br />fag <br />!/� C <br />C <br />b r <br />~� <br />Z <br />Z <br />m N <br />h8 <br />F <br />�Z <br />rJ <br />8 <br />az <br />CIO <br />W <br />mZ <br />T3 <br />0 <br />a_ <br />,o <br />c O <br />j U <br />O <br />m <br />m <br />c7 <br />ca <br />N <br />o <br />LO <br />Q <br />Cr <br />0 <br />N <br />�- <br />m <br />o <br />LO <br />oLL <br />CO <br />L) 00 <br />O <br />.� <br />ca <br />00 0 <br />L0 <br />T <br />Q <br />i <br />E <br />c <br />oo <br />M <br />0 <br />Z <br />= N <br />E <br />y <br />B <br />cc <br />cc <br />C <br />d <br />U <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.2 <br />
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