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CIMCr')(4 A00 OLIrArnl = rArQTAr r cn AC r-=r] <br />EXTERIOF <br />PLASTER <br />FRAME <br />TEXTUREC <br />CEMENTITI <br />FINISH ON <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 4' OFFRIDGE VENT <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 -- — I ------ <br />TOM. <br />HGT_---I-- <br />FLR.----I-- <br />CJ / WEEP <br />35 SH <br />REAR ELEVATION - A <br />SCALE: 1/4" = V-0" <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />LEFT ELEVATION - A <br />SCALE: 1/4" = V-0" <br />T.O.M. <br />T.O.M. (cD <br />I./ ENTRY <br />DR. HGT. <br />OP <br />o ib <br />00 00 <br />in <br />FLR. <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 />oo <br />N <br />O co <br />+, y"UN <br />N . <br />LPL C-- <br />r <br />MNO <br />N <br />N <br />N 0- d, <br />r <br />E <br />O O <br />a L) <br />�P/fllOtl/Srdj <br />. • Q),/ <br />�LU <br />V- <br />i `J'R,C' <br />4 <br />Z <br />'���•�,%,�'�� <br />O F E S StO��,��1� <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />� <br />W Q opE Co <br />"o co U N� 4k <br />N J <br />N � � LL <br />0 gym maul <br />N cl) i a LL w <br />a �iNiv aW Y <br />to <br />J U- V- a- Ly <br />CLLy <br />—arn z <br />Z <br />C) <br />t co o <br />02 <br />W <br />00 LL Ja0 <br />Z MZ <br />N <br />0 0 Q) <br />Z <br />W El El 0 <br />z N M <br />O O <br />z <br />z o <br />Q <br />(nv)J <br />z a <br />U <br />(1) b <br />(10 r-U <br />O W o <br />cn <br />(� r— <br />U <br />W J <br />U o <br />U) <br />®® <br />Q N 0 <br />o <br />w <br />Mm¢ <br />Cl) <br />o <br />z <br />< <br />J <br />LL <br />n E <br />o <br />N o <br />wZ. <br />< � <br />z® <br />ca <br />0 <br />0° <br />Z <br />O <br />CV <br />¢❑z <br />dz <br />� <br />QZ <br />0 <br />mp <br />no <br />C <br />C: <br />om Y <br />oLL <br />Z <br />JJ <br /><� <br />�z <br />� � <br />�3 <br />op <br />z <br />a0 <br />W <br />v <br />a07 <br />�- <br />w� <br />o <br />CO <br />0. <br />a M <br />N C:) <br />M <br />J <br />O <br />N <br />rn <br />co <br />m <br />C� <br />L <br />O <br />C6 d' <br />M <br />� T <br />1/j`1 <br />07 <br />C /1 U <br />o <br />m <br />O <br />h <br />O <br />N <br />N <br />'r' <br />Q N <br />T <br />E <br />m <br />N <br />� iri N <br />o <br />Z <br />Z <br />E co 0 <br />C <br />a <br />o w <br />U Q p <br />c <br />JOB <br />NO: 22-02376 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.2 <br />S <br />