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36375-36395 Garden Wall Way
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36375-36395 Garden Wall Way
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Last modified
3/21/2025 10:09:31 AM
Creation date
2/19/2025 11:32:38 AM
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Building Plans
Street #
36375-36395
Location
Garden Wall Way
Contractor
Lennar Homes LLC
Building Plans - Permit #
5118-5123
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O <br />n <br />T.O.M. <br />HDR. — — —�— <br />d IN <br />C0 <br />LO <br />2nd F.FL. <br />CLG. HGT. <br />T.O.M.__— <br />AT GAR. <br />8" FRIEZE — <br />BAND <br />o <br />�C.0 <br />M <br />F.FL. _ s <br />12 <br />4.01 <br />FIBERGLASS <br />SHINGLES <br />I. <br />O <br />=1N � <br />r <br />LO <br />=L. <br />IGT. <br />R. <br />C4 �i <br />LEFT ELEVATION-X (ENHANCED <br />SCALE: 3/16" = 1'-0" <br />— — — — — — — — — — — — — — — --- — — — — — — — — — — — — ------------------- 0 ----------------------------------- <br />_0 TEXTURED <br />In <br />---__ 16"BAND <br />13 SH <br />A. <br />FINISH 13 SH <br />25 SH <br />----------- ------ <br />TEXTURED <br />FINISH <br />25 SH <br />T.O.M <br />0 <br />F- <br />35 SH <br />RIGHT ELEVATION-X (ENHANCED <br />SCALE: 3/16" = 1'-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 />I 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 />C' <br />0 <br />� <br />'mm <br />W <br />p <br />LU <br />l,. <br />C� G 0111 <br />y N Q <br />•. <br />t-w Q <br />> <br />L:i t.1 <br />4Mo <br />Y <br />�. <br />,+ <br />a <br />o <br />r"9-WA�iJ <br />ses� <br />4�,�} <br />....„. ��, <br />� <br />td <br />�iekcol <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 <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />N <br />W <br />4 <br />�E <br />0 <br />N N o <br />00 C N <br />.=,0to W <br />�25252 <br />M V <br />C J LL <br />13 13 <br />W <br />coLLLL 55 a <br />5 <br />Z <br />L N <br />°n�T. <br />Z <br />ILW <br />cm <br />co NZ d J <br />z <br />N <br />U 8 <br />W <br />I] <br />RN <br />z <br />p� <br />o <br />z N c0 <br />z o <br />J — <br />d. � <br />W <br />— N <br />M <br />z LL <br />Q) <br />�N <br />+, <br />LL <br />0 <br />� NV) <br />,., o <br />`� <br />w � <br />allU <br />E <br />8 <br />I <br />! <br />e� <br />z <br />c in <br />8 <br />N <br />.4401 <br />0 <br />co <br />�Z <br />M <br />z9 <br />O <br />Z <br />4 <br />LJ_ <br />2 0 <br />�� <br />} � <br /><� <br />E <br />a= <br />Z® <br />ZN <br />d E <br />s� <br />U <br />04 <br />d p <br /><o <br />oocu <br />?o <br />�K <br />Z <br />X wW <br />M <br />L <br />�< <br />W <br />(p <br />�>= <br />_ <br />G <br />z z <br />or <br />U <br />° o <br />z <br />Z <br />C� <br />m <br />Q W <br />�z <br />coy <br />3 <br />N <br />ga <br />go <br />� 3 <br />w< <br />E <br />EZ <br />NLL <br />=3 <br />0 <br />0o <br />o <br />co <br />6j <br />a <br />oV <br />V- <br />zl�d <br />3 <br />c 0 <br />0 <br />2 <br />rn <br />cc <br />CN <br />0 <br />C.fl <br />i <br />M <br />M <br />r <br />N <br />Lf� <br />N <br />,— <br />\./ <br />Cry Y <br />00 <br />00 <br />W m <br />T� <br />N <br />�— <br />0 <br />N <br />LID <br />N <br />M <br />r <br />,.6 <br />�"� <br />N <br />EE <br />m�0N <br />CD <br />z <br />Z <br />E r <br />Co <br />co <br />a <br />E <br />U <br />Q 0 <br />� <br />JOB <br />NO: 22-06565-06560 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.4 <br />
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