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00 <br />r <br />I-10CL f1l A00 LLIIAlrlI C IAIOTAI I Mn A0 MET3 <br />EXTERIOF <br />PLASTER <br />FRAME <br />TEXTURED <br />CEMENTITI <br />FINISH ON <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />5� <br />T.O.P_ _ <br />HDR. HGT_ <br />12 <br />�5 <br />(2) 25 SH <br />EXTERIOR PLASTER <br />ON FRAME <br />2ND FIN. FLR_---1-------- —i-------------------------1------- <br />TO.M.---- <br />CJ / WEEP <br />-IGT_--- 1--1-------1-- <br />35 SH <br />FLR_---1—A----- <br />REAR ELEVATION - A <br />SCALE: 1/4" = 1'-0" <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />LEFT ELEVATION - A <br />SCALE: 1/4" = 1'4' <br />T.O.M. <br />T.O.M. <br />L/ ENTRY <br />DR. HGT. <br />FLR. <br />I <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 txterior uovenna <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 />er <br />0 <br />N <br />L0 p <br />cv d =o <br />cC U N <br />1= <br />N 10 C7 ha <br />N d O <br />'Q y N aC <br />,� O7 <br />3n <br />u W <br />c � <br />J o�: <br />G � o <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 <br />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 />W E <br />ffi <br />N O <br />v dr <br />O W N N b <br />® .= ti <br />4' S <br />r1p N <br />m wiz w <br />u a <br />7i <br />u <br />Z — 'o a L <br />m c rn <br />� <br />'1st W <br />_ <br />W 3 m'N CO 0 v <br />C ' <br />W rn m SSW <br />10 <br />L0 ILN ch <br />Q it O <br />Z �U v <br />rr W ❑ ❑ <br />N C] <br />o g <br />2�: fz <br />Q v <br />E3 <br />M <br />V) <br />U <br />L <br />+-1 <br />C6 Lu <br />O <br />Ln <br />U' <br />_®E <br />U o <br />e <br />L N <br />Q N 0 <br />o <br />w <br />4 <br />Z <br />Q <br />U_ <br />» <br />vco <br />oo® <br />oa <br />F ro <br />o <br />0 0 <br />0 <br />O <br />o E <br />&b <br /><o <br />0z <br />Z <br />t <br />0 <br />w <br />in ro <br />c <br />`� <br />a <br />.0 <br />Z <br />oZ <br />Z <br />C)� <br />0 <br />z <br />ao <br />in $ <br />T <br />o <br />m <br />3 <br />Z <br />y k <br />= <br />�- <br />o <br />w1 <br />�0 <br />;a <br />a= <br />ct <br />z¢ <br />Ova <br />.N p <br />J <br />>M <br />0 <br />rn <br />m <br />ICU <br />C� <br />M <br />� <br />� <br />N o <br />0 <br />r ^ 2 J <br />v J <br />m <br />LO <br />LL <br />N <br />m N <br />LO <br />N <br /><t C) N <br />r <br />ai <br />M <br />o <br />z <br />f6 <br />Z <br />j N r <br />E O <br />m <br />a- <br />i_ <br />U � Q p <br />C <br />� <br />JOB <br />NO: 23-00509 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.2 <br />