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36330 Garden Wall Way
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36330 Garden Wall Way
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Last modified
3/3/2025 6:43:36 PM
Creation date
2/27/2025 11:15:07 AM
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Building Plans
Street #
36330
Location
Garden Wall Way
Contractor
Lennar Homes
Building Plans - Permit #
6333
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RAISED BANDS OR FOAM <br />PER COMMUNITY <br />SPECIFICATIONS <br />SCORED <br />STUCCO <br />12 <br />— 15.0 <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />r 7� 19 <br />r ------ <br />EXTERIOR <br />PLASTER ON <br />FRAME r 00 <br />FLASHING <br />----------------25-S}i-------- - . <br />,-�-7-7_7777_�_.- - <br />2ND <br />_ _- FIN FLR <br />[=J� F13 <br />U <br />z <br />_ T.O.M. <br />-------------------------------- — ---- <br />n <br />a=7000��ao�,�� <br />TEXTURED <br />El F I CE FINISH <br />ON IOUS <br />J u FINISH ON <br />CMU (TYP) <br />FIN FLR <br />FRONT ELEVATION - A <br />SCALE: 1/4" = 1'-0" <br />9'-0" RIDGE VENT <br />z.k <br />-�_ t _._ 7 - .T. <br />Z . 1. .� ..1 ,t __ <br />12 <br />— 15,0 <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />EXTERIOR <br />PLASTER ON <br />12 FRAME <br />4.01 CJ 25-SH CJ 12 <br />—14.0 <br />---- <br />- CJ/WEEP <br />e•r- <br />25-SH 25-SH <br />-- V — — — — — — — — — — — — — — — — — — — — — — — — - F <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />LEFT ELEVATION - A <br />SCALE: 1/4" = V-0" <br />MAY 17 2023 <br />Virtual Review Assist, Inc- 'tans Review completed and approved <br />r'Dmpliance with the 2020 FBC 7th Edition <br />oy gehra Anne Klahr PX2300 <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 uovering <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 />Is 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 />0 IV <br />F 1,0 .• <br />e <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 <br />Code - <br />Residential 7th Edition. Engineers signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />4 $ � 0 <br />N <br />0 go j <br />o <br />d: M 0 <br />a J <br />W <br />�t�LL <br />LL a <br />a <br />Z t roo <br />Wgti� <br />W °' <br />m W <br />0 <br />� <br />LL Z N <br />;N <br />V O U <br />L <br />Z <br />W <br />El <br />z <br />U) - N <br />z <br />NM <br />Fe <br />W <br />�V —� <br />O <br />r <br />1 <br />� d <br />"' o <br />Q <br />z <br />c� <br />M <br />z ¢ <br />N <br />z <br />q <br />—u <br />o� <br />O <br />U <br />< <br />® <br />oa <br />g <br />�� <br />.0 <br />QQ <br />Z <br />ru <br />�Z <br />CDM <br />G <br />C <br />Zz <br />.a <br />U <br />roo0 <br />2LL <br />Z <br />l'n J <br />"3 <br />Q b <br />'aw <br />Z <br />Z I <br />W <br />$ <br />tq <br />d <br />8 <br />a <br />0 <br />3 <br />a Z <br />_� <br />"LL <br />z <br />" <br />J <br />tl- <br />�F <br />Y_5 <br />a= <br />0 <br />U �i <br />O <br />> Ln <br />rn <br />(p (p caN <br />(5 3�- <br />^ <br />d <br />(Cr m 3 <br />N <br />r_ <br />LO <br />0 '2 <br />n <br />IM <br />c`o <br />O <br />M <br />N <br />T <br />N <br />T <br />ai <br />E <br />M <br />E (D <br />T_ <br />o <br />Z <br />E N <br />.— <br />a <br />D <br />L a <br />w <br />JOB <br />NO: 23-00505 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.1 <br />
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