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36396 Garden Wall Way
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36396 Garden Wall Way
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Last modified
3/4/2025 7:11:40 PM
Creation date
2/18/2025 3:18:56 PM
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Building Plans
Street #
36396
Location
Garden Wall Way
Contractor
Lennar
Building Plans - Permit #
5692
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Ill <br />OP <br />iD <br />-------------- <br />FLASHING <br />12 <br />-1-4- OFF RIDGE VENT; '�- <br />- - - <br />-------------------- ----- ---------- <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />FLASHING CJ <br />12 25-SH 25-SH <br />4.0�- <br />---- -- -- �- - -------------------- <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />] 35-SH F1 <br />- ----------- --------------1-_ <br />6068 SGD <br />REAR ELEVATION - B <br />SCALE: 1/4" = 1'-0" <br />9'-0" RIDGE VENT <br />------------------------------------------------------------------- <br />1 H3-SH <br />24 SH <br />CJ <br />CJ <br />--------- -- —L J <br />— -- — — — — — <br />— — CJ/WEEP <br />HDR. <br />1 H3-SH <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />12 <br />- 14.0 <br />� ----------- <br />FINFLR- -------------------------------------10--------- I- -- <br />----- -- ---- <br />TEXTURED <br />CEMENTITIOUS <br />CMU (TYP) RIGHT ELEVATION - B <br />SCALE: 1/4" = 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 />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 />cv <br />Cn <br />cm <br />CD <br />/v <br />> W <br />/LU <br />_=.i <br />N <br />= W d <br />N <br />Q � N <br />3=' cvY <br />owa <br />3 3 � <br />� d E <br />u al <br />C m c o <br />= E <br />o <br />a. u <br />tW <br />I O <br />NtAS / <br />E <br />ew <br />�'`. <br />FLU <br />'aOFE <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 />Engineers signature and seal. <br />W <br />a <br />CD 8 <br />V <br />0 <br />Lo <br />O N 0 <br />W r <br />Y CCo <br />co� <br />� <br />� <br />to <br />1-4 <br />�MQ 2525 4& IL <br />LL. <br />cc LL LL 5 LLI <br />Q. <br />I^ <br />Z <br />_J w <br />cc C S <br />y ?0� <br />W <br />=f3C � O O <br />rn m <br />in�rnIL <br />Z_ <br />In N Z Q J <br />C0 <br />N 60 °d U <br />Z <br />U to <br />W <br />❑❑ <br />C <br />Z N S <br />op <br />Z ip <br />aN <br />o Q <br />Q <br />z <br />� <br />�N <br />� o <br />u <br />4-1 <br />f6 <br />C:) <br />V <br />O <br />LL, s <br />N <br />N <br />c y <br />U) <br />fa <br />~- <br />U <br />s <br />E <br />wM <br />t 8 <br />O <br />• <br />U 'o <br />C � 0 <br />8 <br />O <br />w <br />M <br />w <br />7d <br />_ <br />L.L. <br />zo <br />o° <br />>N <br />Z0 <br />ca. <br />E O <br />_® <br />oa <br />_ <br />�¢ <br />D° <br />o <br />Zo <br />O <br />ao <br />az <br />XZ <br />ww <br />N <br />.11ai <br />¢ p o <br />w <br />ci <br />r <br />z� <br />� J <br />aa0 <br />�z <br />a`i <br />o� <br />g° <br />a <br />w <br />W <br />c� 3 <br /><0 <br />o <br />hZz <br />�� <br />w� <br />�o <br />O <br />d <br />C O <br />0 <br />L9L <br />i <br />m <br />m <br />O <br />c <br />Cr <br />1C <br />= <br />co <br />^ <br />v / <br />m <br />1 <br />r / <br />Cfl <br />C7 CN <br />a? <br />Q <br />O <br />Li) <br />T <br />0) <br />M <br />T <br />LO <br />E <br />C.0 <br />M N <br />o <br />Z <br />Z <br />a <br />E O <br />v; <br />a <br />0 _J <br />¢ o <br />°�' <br />JOB <br />NO: <br />22-12355 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.2 <br />
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