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6829-6857 Ripple Pond Lp
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6829-6857 Ripple Pond Lp
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Last modified
3/21/2025 8:06:10 AM
Creation date
2/19/2025 8:27:46 AM
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Building Plans
Street #
6829-6857
Location
Ripple Pond Lp
Contractor
Lennar
Building Plans - Permit #
5096-5101
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_f L i III III ➢ P 1 1 11 1 L <br />PLATE <br />PLATE _—_ <br />_ —_ _ <br />Itt <br />_ _ <br />or"—_ <br />EXTERIOR <br />CJNJEEP <br />PLASTER ON <br />HDR GT, _ — <br />— — —FRAME — <br />— — — <br />6'SCORED <br />BAND <br />FIN. FUR. <br />- <br />8"SCORED <br />-- ., T-4" T <br />12 _ - _ FLASHING <br />6 <br />- - -�— <br />NONFUNCTIONAL <br />GABLE VENT <br />------------------- ®--� <br />V 1411 <br />\-TEXTURED 8070 OVERHEAD DOOR <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP ) <br />12 <br />6� <br />■�ll� <br />8070 OVERHEAD DOOR <br />PLATE�— <br />DOOR <br />Y— — — — — — — <br />HDR HGT. — — — — <br />m <br />8080 S.G.D. W808.G.D. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />SHINGLE ROOF INSTALLED <br />PER MANUFACTURER'S <br />12 <br />6� <br />FLASHING <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />I�' Ili <br />I <br />� 1'1 <br />SHINGLE ROOF INSTALLED <br />PER MANUFACTURER'S <br />I SCORED <br />BAND — <br />225 SH----(2)25 SH------ <br />— — — — — — — — — — — — — — \ — — <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />__ <br />SHINGLE ROOF INSTALLED <br />PER MANUFACTURER'S <br />SPECIFICATIONS <br />I <br />I <br />II <br />I <br />8070 OVERHEAD DOOR <br />ININIMIN IO iE <br />FLASHING <br />�■■■ �■■■� .,�� it <br />_ ��■�I�■■,'i III - .,1' _ <br />CEMENTIT10US <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />�6 <br />E <br />3068 8070 OVERHEAD DOOR W70 OVERHEAD DOOR <br />FRONT ELEVATION <br />s"scoRED <br />BAND <br />— — — — — (2) 25 SH — (2) 25 SH <br />L —1— — — <br />W80 S.G.D. 8080 S.G.D. <br />TEXTURED <br />CEMEMI noun <br />FINISH ON C.M.U. <br />(TYP.) <br />C VWEEP <br />EXTERIOR <br />PLASTER ON <br />FRAME _ <br />b <br />13 H <br />S' SCORED 6" SCORED <br />BAND BAND <br />259H 1 a -El <br />25SH 25 SH 25 SH 25 SH <br />-'�-h• 1. �:.^r`- x.'• '"'"<.--1 'i-h,.. x."+` Y: <br />8 SCORED 8"SCORED <br />TEXTURED <br />BAND CEMENTITIOUS AID <br />FINISH ON C.M.U. <br />(TYP ) <br />LEFT ELEVATION <br />SCALE: 1/8" = 1'-0" <br />SCALE: 1/8" = 1'-0" <br />-------------- <br />- — (2) 25 SH <br />8080 S.G.D. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP,) <br />REAR ELEVATION <br />FINISH ON C.M.U. <br />(rYP.) <br />SCALE: 1/8" = V-0" <br />SHINGLE ROOF INSTALLED <br />PER MANUFACTURER'S <br />SPECIFICATIONS <br />RIGHT ELEVATION <br />SCALE: 1/8" = 1'-0" <br />EEP EXTERIOR <br />PLASTER ON <br />— — — FRAME — <br />SCORED TEXTURED ELEMENT <br />SCALE: 1/4"=1'-0" <br />FOR FRONT ENTRY DOORS SCALE: 1/2"=V-0" <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 />txtenor luovering <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 />c*,t <br />0- <br />tn <br />�LA_ a <br />un cc N L <br />w a C, <br />N <br />da�� <br />R <br />a> u c0 <br />cc c3i O7 m <br />�. <br />MCD <br />eo 0 <br />� v <br />N <br />L <br />"011 <br />1, till 1,11110\' <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 <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W <br />E <br />V S �p�°w <br />C <br />M �Mvz <br />JJ <br />N S J <br />Q <br />LL W <br />JLLLL 52 a- <br />Z m c °' a <br />o <br />W <br />W 02r- 1 <br />u W m W <br />Z ° M 0 d <br />N OU <br />Z <br />W ❑ ❑ <br />Z oN� M <br />Z pip <br />Z n <br />V) z <br />U <br />.2 <br />U. <br />t!T <br />LU <br />� <br />U � <br />OL11 8 <br />In c <br />c� o <br />• <br />N <br />r— <br />o <br />CID <br />w <br />M <br />0, <br />Z <br />d <br />U- <br />lL <br />E <br />w ¢ <br />wa <br />Z® <br />0� <br />o <br />I— IV <br />x U <br />0 0 <br />O <br />Z <br />— <br />C <br />O G <br />Nro <br />ar <br />p <br />a0 <br />OQ <br />az <br />¢� <br /><o <br />m� <br />ra <br />U <br />O <br />z Z <br />Z <br />N <br />J <br />m <br /><p <br />¢w <br />�Z <br />N 3 <br />CL <br />$ <br />Z <br />aZ <br />a <br />100 <br />cfl <br />F <br />z�a <br />�N <br />0 <br />> Lf) <br />Cn <br />_ <br />ai <br />rn <br />O <br />LID <br />T <br />Al <br />M <br />CO <br />n <br />O <br />Q <br />_T <br />CT Y <br />cv <br />m <br />Q <br />Z <br />F- <br />0 N <br />Ln <br />O <br />O <br />-- <br />N <br />0) <br />� N <br />Ln <br />NM <br />o <br />cc <br />3 W i i <br />E U) <br />Z <br />C <br />a <br />L <br />U Q p <br />C <br />JOB <br />NO: 22-06575-06570 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />
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