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ON <br />rn <br />n <br />LO <br />Ln <br />ID <br />Cr <br />a <br />J <br />CD <br />cD <br />0 <br />I <br />a <br />rn <br />L0 <br /><n <br />Q <br />Q <br />0 <br />O <br />0 <br />J <br />C <br />0 <br />L <br />;v <br />0 <br />.c <br />C <br />Q <br />N <br />i <br />a <br />E <br />N <br />E <br />O <br />s <br />0 <br />c <br />N <br />t:_ <br />Zo <br />v <br />c <br />0 <br />vl <br />N <br />avi <br />'o <br />i <br />o: <br />0 <br />U <br />J <br />N <br />r7 <br />N <br />O <br />to <br />45 <br />0 <br />0 <br />a <br />CV <br />N <br />45 <br />M <br />0 <br />Q <br />m <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS —� <br />SHINGLE OR TILE ROOF PER 12 <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS --� <br />12 <br />5� <br />i <br />4' OFFRIDGE VENT <br />REAR ELEVATION - Al <br />13'-0" RIDGE VENT <br />12 <br />:Z::�15 <br />LEFT ELEVATION - Al <br />SCALE: 1 /4"= V-0" <br />HEEL <br />ti <br />N <br />IN <br />General Dotes <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 />`n• <br />'. <br />c <br />0 <br />c,, <br />% <br />_ d� <br />o <br />c/) <br />cc V <br />CV <br />�- M_ <br />N. ,Qcc <br />w d <br />� <br />CD <br />a 3 Cc <br />10 <br />= d d <br />� c <br />y o <br />©,. <br />y • J0. <br />w <br />�,�i• <br />'•• C���°`® <br />F L. Q Wit,, •,�• <br />'.'* �, ••......••• ��. <br />O F S 10 <br />,tea <br />E S <br />►if!!14lI1 <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 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 />Engineers <br />signature and seal. <br />N <br />W cE <br />Q O co <br />O N <br />® <br />r n J <br />N �Mv qt w <br />Q J LL LL LL i <br />t� w <br />a <br />0 <br />Z m' v U) <br />tco o <br />= o <br />aP (V <br />' <br />ILW 05 c_ Cow <br />Z toNz <br />N Q U v <br />W ❑ ❑ <br />N (h <br />z � � <br />Z o <br />J <br />- N <br />M <br />N Z ro <br />� o <br />U <br />�+ <br />O w o <br />�V) <br />(a r- in <br />U <br />_� <br />LL, <br />�— — E <br />8 <br />t <br />� <br />®0 <br />U o <br />c C d <br />0 <br />N <br />I� <br />o <br />w <br />M <br />co <br />¢ <br />0o <br />Z <br />a <br />J <br />c6 E <br />o <br />p <br />N <br />¢ N <br />E CL 0Z, <br />oLL <br />Z® <br />❑CU a <br />F (6 <br />O E <br />Nwoo <br />X� <br />OQ <br />d 15a <br />.0 <br />O< <br />Z <br />WW <br />¢z <br />M <br />U) <br />. <br />Y <br />U <br />N <br />Fa <br />O <br />Z <br />Z <br />J <br /><ro <br />Q W <br />co <br />O¢ <br />Z�z <br />U <br /><o <br />a <br />wF <br />W <br />U <br /><o <br />g! <br />>O <br />mi <br />o <br />w� <br />0.O <br />a <br />LO <br />'^ <br />m <br />:co <br />co <br />Cr <br />O <br />Y <br />m <br />m <br />LO <br />T� <br />¢I <br />N <br />Np <br />N <br />LO <br />L <br />rt <br />m <br />� <br />Z <br />Z <br />E T <br />c <br />d <br />U � Q p <br />JOB <br />NO: 22-06460 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />_ r , Truer ��ir nr ii � fl.,.it ] -1- � � ll;ii I: ,d n r- -- i _ f _ Tir; 7- - r <br />