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6956-6968 Ripple Pond Lp
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6956-6968 Ripple Pond Lp
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Last modified
3/21/2025 11:05:38 AM
Creation date
2/19/2025 11:44:00 AM
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Building Plans
Street #
6956-6968
Location
Ripple Pond Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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3 <br />C) <br />0 <br />Q <br />a <br />I <br />0 <br />J <br />r- <br />O <br />I <br />rn <br />O <br />I <br />N <br />i <br />`v <br />c <br />0 <br />.n <br />0 <br />I <br />Ln <br />J <br />r- <br />rn <br />0 <br />I <br />0 <br />0 <br />I <br />N <br />i <br />v <br />C <br />cn <br />0 <br />6, <br />L <br />N <br />O <br />CL <br />EE <br />F2 <br />E <br />0 <br />cn <br />`o <br />c <br />J <br />LZ <br />;n <br />0 <br />U <br />1` <br />0 <br />UI <br />'o <br />a <br />v <br />U <br />J <br />F7 <br />0 <br />0 <br />5 <br />d <br />[V <br />cV <br />O <br />iu <br />0 <br />Q <br />N <br />Cn <br />0) <br />0 <br />C0 <br />F <br />HEEL - - - - - - - - - <br />HEEL <br />HDR. <br />10. <br />[_] <br />(2) 39"x59" SH <br />TEXTURED <br />FINISH <br />----------------------------- —--------------------------- — <br />12 <br />5� <br />'A ---------- 11'-4 <br />12 <br />7 FLASHING <br />F. FL .. <br />-------------- — — — ------------- <br />EXTERIOR PLASTER <br />ON FRAME---------_ <br />BRG_AT GARAGE _ _ _ CJ <br />HDR H-GT.----- CJ/WEEP <br />11� <br />2'-2" TEXTURE <br />FINISH <br />rs�r�7i <br />1 <br />12 <br />5 <br />— — — — — — — — — <br />16" BAND <br />(1787) <br />12 <br />Q5 <br />16" BAND— T <br />12 <br />Q 5 <br />_ HEEL <br />T.O.P. <br />HDR. <br />12 <br />FLASHING 7 <br />F.FL. <br />- EXTERIOR PLASTER-- <br />ON FRAME CLG. HGT. <br />CJ--------BRG_ATG <br />- - - - - - - - - - - - - CJ WEEP _ HDR -GT. <br />TEXTURED <br />FINISH <br />------------------L---------F.FL_-- <br />LEFT ELEVATION <br />SCALE: 3/16"=1'-0" <br />M-1 <br />(2) 39"x59" SH <br />TEXTURE <br />FINISH <br />---------------------------Z------------------------ ------ <br />(1787) <br />RIGHT ELEVATION <br />SCALE: 3/16"=1'-0" <br />I <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 />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 />REV. 09.24.21 <br />N <br />O <br />N <br />0 <br />N <br />v <br />oUJ <br />C 10 N <br />m <br />-o x <br />--. cc <br />_ ih-. N O <br />d <br />ai sy..c d <br />� r c <br />d.C, � a <br />d <br />d <br />=duo <br />ap <br />N <br />E <br />0 0 <br />L <br />C) <br />L <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 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 />N <br />W E <br />a s <br />Ls <br />V N O0 N <br />.. � N ro <br />FA O -5- <br />U) r- r <br />Q N co V L� <br />C J i <br />J LL LL d <br />- o a Y <br />Z M� W <br />w ~C o <br />N O <br />W ��pjO' m <br />¢ J <br />z N ZU) <br />LL LL <br />N <br />o <br />oU <br />Z U <br />W ❑ ❑ <br />U <br />Z N (h <br />o o <br />Q o <br />— <br />M <br />z <br />c9 <br />0 <br />�N <br />c,-> ti <br />w <br />U <br />co <br />U � <br />ry <br />J <br />8 <br />ram... <br />U o <br />m <br />a~ <br />w Q <br />Q N m <br />� <br />o <br />w <br />CCr)J <br />M <br />Ch <br />w ¢ <br />o <br />Z <br />Z <br />E <br />o <br />o0 <br />zp <br />E O <br />04 <br />OU <br />0< <br />O E <br />o M <br />1 0 <br />wo <br />a z <br />It <br />ry <br />CO � <br />` <br />o � <br />0 <br />0, <br />Z <br />a� <br />�Z <br />� <br />of <br />z <br />30 <br />a <br />Q <br />U <br />� <br /><� <br /><o <br />0 w <br />1k <br />o� <br />w <br />=3 <br />co <br />O <br />o <br />W Q <br />X O <br />a? <br />��< <br />0 <br />o T <br />.N <br />>M <br />2 <br />m <br />N <br />m <br />O <br />Co <br />Q <br />00 <br />T <br />^O <br />0- <br />/� <br />W <br />Co_ <br />' <br />(/� O <br />O <br />CO <br />"' co Q <br />CC <br />CN <br />~ <br />a) O <br />(I N <br />O <br />C-) <br />Ln oo U-5 <br />Ln <br />E <br />00 <br />E <br />p <br />Z <br />(6 <br />Z <br />N <br />E E <br />E <br />U <br />a <br />Q p <br />JOB <br />NO: 22-09470-09467 <br />SCALE : AS NOTED <br />SHEET NO. <br />9.1 <br />IT I T-1 <br />
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