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6898-6924 Ripple Pond Lp
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6898-6924 Ripple Pond Lp
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Last modified
3/21/2025 7:25:18 AM
Creation date
2/28/2025 11:09:49 AM
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Building Plans
Street #
6898-6924
Location
Ripple Pond Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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PLATE <br />PLATE <br />- - - - -EXTERIOR CJN <br />PLASTER ON _ _ <br />HDR HGT. - _ _ -FRAME - - <br />iF <br />6"SCORED <br />BAND <br />FIN. FLR. <br />8"SCORED <br />12 <br />6� <br />GABLE VENT <br />4" SCORED V <br />UNION <br />ON <br />TEXTURED 807. OVERHEAD DOOR 8070 OVERHEAD DOOR <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />PLATE - ,___•._ _-�_-T __ <br />PLATE <br />DOOR <br />HDR HGT. <br />-- -- -- — --- <br />■ <br />L <br />8080 S.G. C. <br />8080 S.G.D. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON G.M.U. <br />(TYP.) <br />SHINGLE ROOF INSTALLED <br />PER MANUFACTURER'S <br />12 <br />6F-� <br />El <br />�e"SCORED <br />I BAND <br />25SH r <br />25 SH � � 25 SF <br />3068 <br />8" SCORED <br />BAND <br />SHINGLE ROOF INSTALLED <br />PER MANUFACTURER'S <br />SPECIFICATIONS <br />L 7.4" L <br />FLASHING 'r FL4SHING — FLASHING — — — il FLASHING — — — <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />1 it <br />in- <br />IINIM11 <br />ININ11MINI <br />WFUTIN <br />3068 8070 OVERHEAD DOOR 8070 OVERHEAD DOOR 3068 <br />SHINGLE ROOF INSTALLED <br />PER MANUFACTURER'S <br />M <br />itt <br />it <br />—K <br />8070 OVERHEAD DOOR <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />6 <br />MIN n <br />FRONT ELEVATION <br />- - - - - - - - - - - - - - - - - - --- <br />6"SCORED 6'SCORED <br />.. BAND � BAND <br />----- ()25SH ----------(2)25 SH- --- <br />--- ----- (2)25 SH -- (2)255H <br />8080 S.G.D. 8080 S.G.D. <br />TEXTURED TEXTURED <br />CEMENTITIOUS CEMENTITIOUS <br />FINISH ON C.M.U. FINISH ON C.M.U. <br />(TYP) (TYP.) <br />12 <br />;�6 <br />V�= I I I I . I . I I I . I I I I J_ PLATE <br />PLATE <br />HEIGH <br />EXTERIOR <br />PLASTER ON <br />%FRAME-- _— — — — — — — — — — — — — — <br />— — — — — HDR.F <br />FF� <br />6" SCORED <br />BAND <br />25 SH..__.I25SH ._. __.._ � _____- <br />TEXTURED 8"SCORED <br />CEMENTITIOUS BAND <br />FINISH ON C.M.U. <br />(TYP.) <br />LEFT ELEVATION <br />SCALE: 1/8" = 1'-0" <br />8" SC, <br />BAND <br />SCALE: 1/8" = V-0" <br />8070 OVERHEAD DOOR <br />EEP EXTERIOR <br />PLASTER ON <br />FRAME <br />J -- (2)256H ---- - - <br />8080S.G.D. 8060S.G.D. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION_ <br />SCALE: 1/8" = 1'-0" <br />FINISH ON C.M.U. <br />(TYP.) <br />SHINGLE ROOF INSTALLED <br />PER MANUFACTURER'S <br />SPECIFICATIONS <br />RIGHT ELEVATION_ <br />f ---FT-i <br />SCORED TEXTURED ELEMENT <br />SCALE: 1 /4"=1'-0" <br />SCORED TEXTURED ELEMENT <br />FOR FRONT ENTRY DOORS <br />Will <br />CL <br />Eiji I <br />co <br />CD <br />0 <br />CL <br />000 <br />04 <br />5 <br />SCALE: 1/2"=1'-0" <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.Q. <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 Fleshings <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 />ca v cM.r <br />fC <br />dog <br />��t1ltiUllii llri�i ,. <br />rU <br />�O. <br />• <br />� �•mmm.Nm•m <br />ZGFESStG�� <br />� r/rylfPtilllil��\��� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition, Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />N <br />4 <br />a E <br />8 <br />ss <br />C�W <br />C J LL <br />J LL � d <br />W <br />_ <br />— d Y <br />Z <br />f9 C - <br />La <br />L @ O <br />o <br />2 <br />W <br />N <br />
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