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rn <br />N <br />0 <br />J <br />NO <br />0 <br />rrny <br />0 <br />9 <br />0 <br />0 <br />cV <br />N <br />N <br />0 <br />12 <br />5� <br />24'-0" RIDGE VENT <br />12 <br />�5 <br />------------ -- <br />5068 SGD <br />REAR ELEVATION - 131 <br />SCALE: 1 /4"=1'-0" <br />12 <br />�5 <br />F.FL. I 25 SH 25 SH — <br />RIGHT ELEVATION - 131 <br />E: 1 /4"=1' <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. <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 />ii�f�flPO`osfs ' <br />.���\\it1��111 <br />o .....,•• <br />co <br />--J\ V, � a:� <br />W <br />- <br />�OFESS\o� <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 <br />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 />Engineers signature and seal. <br />N <br />Q <br />10 <br />n <br />E w <br />0 at <br />O 8 R 0 <br />N J <br />O <br />o0 w at W <br />N <br />a�Mv <br />rn I-- r-� o L W a <br />� a Y <br />0O <br />N LJL LL (L W <br />L N 0 OF <br />.Z <br />(O R' 0 J <br />m co <br />ca <br />W <br />Z <br />LL <br />W <br />a <br />Z <br />N �Z rYN 0 <br />O U U co <br />W <br />❑�❑ <br />n <br />z N n <br />0 <br />z <br />z o � <br />J — <br />(� <br />Cl) <br />z <br />_ <br />a--i <br />cn <br />� <br />V <br />O <br />N <br />W o <br />� <br />C <br />W J <br />- E <br />mI <br />z t <br />U o <br />tml <br />N <br />14 <br />o <br />w <br />MZ <br />o <br />LL <br />Q E <br />ECU <br />Zo <br />o� <br />Y <br />'aa <br />Z© <br />oa <br />O E <br />0 <br />�< <br />a p <br />aZ <br />0 0 <br />o� <br />a Z <br />N <br />C <br />z<z <br />pY <br />mo <br />oLL <br />Q� <br />¢w <br />zZ <br />(q <br />0< <br />5 0 <br />0_ <br />> <br />w <br />�� <br />a <br />N W <br />G <br />oz <br />J <br />Y <br />=3 <br />F <br />a <br />J <br />CDQ <br />co <br />w ¢ <br />d Os <br />zl< <br />C O <br />O <br />T <br />1 <br />` <br />>Lo <br />J <br />Orn <br />m <br />f0 <br />L <br />N <br />C <br />� <br />> <br />CU <br />�' <br />M <br />N <br />O <br />1..� <br />m <br />V <br />I� <br />^^C <br />cc <br />= CV <br />(O O <br />(i <br />CO <br />CV) N <br />o <br />Z <br />= N <br />r <br />Z <br />c <br />E <br />y <br />m <br />c <br />a <br />U � <br />Q p <br />_J <br />JOB <br />NO: <br />21-1073 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />