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36358 Garden Wall Way
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36358 Garden Wall Way
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Last modified
3/21/2025 10:04:35 AM
Creation date
2/19/2025 10:00:21 AM
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Building Plans
Street #
36358
Location
Garden Wall Way
Contractor
Lennar
Building Plans - Permit #
6078
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FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />5L,,�,g <br />12 <br />5 <br />25 SH 25 SH <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />FLR----------------------------------------------------1------ <br />FLR. <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />5 <br />CJ / WEEP <br />35 SH <br />6068 SGD <br />all 0`11"tiiiiilli <br />AM <br />SCALE: 1/4" = 1'4' <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />2N <br />------- - - - - - - - - - - - - - - - - - - - <br />- FLASHING <br />CJ / WEEP <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />T.O.M. @ GAR./ <br />------------------------------------------------------------------------------- I_ HDR.HGT. <br />TEXTURED — <br />CEMENTITIOUS <br />FINISH ON CMU <br />------tFIN. FLR. <br />LEFT 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 Coverina <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"A" 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 />0 <br />IALNS <br />a� <br />CIZCL <br />3 d <br />d c <br />-� z <br />C '. <br />cc <br />arm+ c ca <br />N CS. -fl <br />= E <br />• <br />�. f�,.. .. Cl) <br />•• DLO <br />� <br />S S I O N <br />I111111111110\�\\`� <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 Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />9) <br />W E <br />O <br />M <br />Q U <br />N 0 <br />C ,5 Lb00 N N <br />Z - ° a <br />Mo <br />r o <br />W 3 '@ r (D <br />W <br />��°'°' m <br />Z N Z <br />Z N U O <br />0 Ca <br />W <br />Z N M <br />o g <br />z <br />Li an <br />N <br />c+� <br />V) Z a <br />4 <br />4-1 tn <br />fT5 w <br />O w o <br />L I Ly N <br />U <br />w � <br />V <br />r <br />U '0 <br />C d <br />¢ N O <br />4 <br />JZ <br />Z <br />LL- <br />Q <br />zo <br />g <br />yN <br />p <br />E U <br />s° <br />z <br />;K® <br />od <br />c0 <br />1— n3 <br />p E <br />ti <br />2 0 <br />ti <br />w w <br />0 o <br />o <br />0 <br />W ro <br />< z <br />Z <br />Z W <br />ci M <br />c <br />` <br />mo <br />oZ <br />Z <br />m'�0 <br />F <br />'<w <br />Z <br />o� <br />go <br />W <br />C <br />m <br />wLL <br /><; <br />aZ <br />Fw- <br />p <br />W <br />^I0 <br />a 0 <br />Li <br />Z�QTo <br />�O <br />co <br />Orn <br />m <br />cc <br />0 <br />L <br />r <br />A <br />co <br />171-1 <br />cr U co <br />a- <br />U) m � <br />N <br />LO <br />N M <br />O <br />N <br /><C M N <br />T- <br />E <br />M <br />T <br />o <br />Z <br />M <br />Z <br />N T. <br />E O 'a <br />i� <br />fo <br />a <br />E <br />c°�0 a o <br />C <br />JOB <br />NO: 23-00506 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.2 <br />
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