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� t■lut � lutalawltewul <br />RAISED BANDS OR FOAM <br />PER COMMUNITY <br />SPECIFICATIONS —� <br />SCORED <br />STUCCO TYP: <br />N T <br />(V <br />) <br />r <br />i <br />) <br />) <br />) <br />n <br />) <br />i <br />) <br />) <br />-------------------»� <br />N <br />25-SH <br />12 <br />15.0 FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />2ND FIN <br />TI T <br />00 <br />---------------------------------- — ---- <br />��� ink TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU(TYP) f" <br />Zo <br />FIN FLR <br />FRONT ELEVATION — B <br />9'-0" RIDGE VENT <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />12 <br />14.0 2ND <br />_—_ <br />FIN FLR <br />\=� _ _ _ T.O.M. <br />'—TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU (TYP) LEFT ELEVATION — B <br />SCALE: 1/4" = V-0" <br />71: <br />T DETAIL <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 />overing <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, 318" (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 />R703A 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 />cnr <br />ca <br />-,a <br />LU <br />o� <br />an <br />- v Ll- <br />C L1- d <br />N cc <br />3 � <br />cu <br />CJ <br />L <br />u m <br />CA a -9 <br />a v <br />OW <br />J <br />s'• e3 \ <br />���xf 'YOFESS%Oi <br />{��i'ltPt1lltlt`'� <br />�\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />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 />�E <br />0 <br />a CD co <br />o <br />V or�°c'N� <br />o Z <br />fu <br />tt <br />�, <br />N rn r" r <br />fA M 3 <br />LL. <br />Lu <br />13 ..ff C -J LL LlJ <br />Z =�0) Y <br />o� �S o <br />WN <br />,� <br />0: w 0 r-_ <br />WcoJ <br />m W <br />W11L 0 iNCO O Y <br />Z <br />LO mZ d K <br />N <br />o0 <br />O U ¢ <br />W ❑ ❑ <br />o g <br />z N <br />z o � <br />a <br />- N <br />N z <br />w <br />o <br />O ,,,Ln <br />� c w <br />usa <br />C) <br />Ego� - E <br />z� <br />t <br />• <br />U o � <br />¢ <br />N <br />o <br />w <br />MZ <br />co <br />h <br />o <br />z <br />a <br />� <br />J <br />li <br />O <br />¢ <br />zo <br />- <br />�Z <br />za <br />o <br />Z® <br />t- <br />R� <br />QOU <br />0< <br />C� <br />N <br />a� <br />ao <br />z <br />t <br />w � <br /><o <br />W� <br />tD <br />`n C <br />za <br />3 <br />m0 <br />00 <br />>Z <br />J3iW <br />U) <br />F <br />o< <br />w <br />Z Z <br />30 <br />a <br />U <br /><0 <br />a� <br />=w <br />CD <br />Jw <br />w� <br />�F <br />>O <br />Willo <br />co <br />v <br />` � <br />a <br />00 �3 <br />0 <br />c O <br />> Lo <br />O <br />V <br />°) <br />rn <br />m <br />C7 <br />O <br />�r <br />o <br />t— <br />� <br />U <br />i— <br />o <br />' ) <br />v <br />N <br />LO <br />%%­i <br />O <br />� N <br />O <br />Cfl <br />N <br />Ln <br />E <br />m <br />N <br />j <br />o <br />z <br />z <br />N <br />O <br />CU <br />a.0 <br />E <br />J Q p <br />JOB <br />NO: 22-08306 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.1 <br />