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1 <br />CLC <br />A <br />v ;o <br />bo <br />R. <br />00 � <br />00 <br />i <br />LEFT ELEVATION <br />SCALE: 3/16" = 1'-0" <br />RIGHT ELEVATION <br />SCALE: 3/16" = 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 />I 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 />C-A <br />cl <br />a •o <br />C,%4 <br />c� <br />c� <br />o - <br />y9 <br />W <br />ao <br />�ccQ_')CIA <br />Ewa <br />N M C <br />d o a <br />cc <br />R d d <br />L i c 0 <br />r_1 <br />c E <br />� o <br />d U <br />O <br />fr <br />,4 <br />r ,!••K �/P <br />-�C.V <br />�7 <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with <br />the 2020 Florida Building Code - <br />Residential <br />7th Edition. <br />Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />N <br />W d E <br />a <br />N(14 o <br />- <br />V 14 6 <br />0 W N tCo <br />M Z� <br />a C J u <br />W <br />5 <br />J u LL 55 p• <br />13Z <br />= '0 a Y <br />CU <br />L'_ <br />�G � o <br />W in�4jO' m <br />N Z Q J <br />ZIL <br />N <br />ZO tai 6 <br />W ❑ ❑ <br />z � o0 <br />Z N <br />z o <br />Q <br />J <br />a� <br />4 <br />TC+ <br />o a <br />tJ1 c Y <br />U <br />= <br />n <br />d <br />c U <br />—0 <br />Q 0 <br />m <br />o <br />w <br />M <br />0 <br />Z <br />LL <br />EE <br />0 <br />a <br />w° <br />> <br />Z"e <br />C V <br />@ <br />g0 <br />xV <br />¢a <br />00 <br />0U <br />0 <br />o� <br />Z <br />O ru <br />Q i <br />w z <br />N <br />a% <br />O <br />< O <br />m C) <br />O <br />ru <br />OZ <br />Z <br />J <br />m <br /><w <br />(� <br />N <br />3 <br />Z <br />Z Z <br />SO <br />o a <br />w� <br />�w <br />W <br />a 3 <br />U <br />Q� <br />� <br />o� <br />z� <br />r3 <br />CDCID <br />w <br />�O <br />ar <br />id <br />c O <br />C <br />N <br />>CO <br />..L <br />L <br />r <br />d <br />rn <br />N <br />0 <br />CO <br />N <br />L <br />� <br />M <br />CION <br />N <br />T <br />1­1 <br />`i Cr <br />Y <br />C� <br />60 <br />U) <br />o <br />° <br />inN <br />T� <br />CV <br />I-- <br />O <br />LO <br />C <br />0 <br />I� <br />0 <br />` <br />N <br />O N <br />LC)c6 <br />r <br />6 <br />N (0o <br />Z <br />ca <br />Z <br />E <br />T— o' <br />cc <br />c <br />a <br />E <br />v <br />o <br />� a <br />c <br />JOB <br />NO: <br />22-06559-06554 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.2 <br />