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Iy'FINISH ON C.M.0 <br />:111�►�0 0 _ <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS --�, <br />12 <br />5� <br />FIBERGLASS SHINGLE INSTALLED <br />AS PER MANUFACTUER <br />SPECIFICATIONS <br />3068 <br />FRONT ELEVATION - B1_ <br />13'-0" RIDGE VENT <br />— _ T.O.M. <br />HDR HGT. <br />25 SH 25 SH <br />- — — — — ---- ---------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ] — — — — — — — - <br />— <br />LEFT ELEVATION <br />- B1 <br />1 /4"=1'-0" <br />11 <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 a 7116" head, or 1-1/2" long, <br />16 gage staples, spaced in accordance with ASTM C1063 or <br />01787, or as otherwise approved. (Refer to sheet SN1 for the <br />engineered method for 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 (lashings 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 />g <br />cwi <br />a>, 6W <br />v g� p <br />C Cc LU C'V <br />tianSC <br />_ <br />y C W_ Q <br />� O L- <br />N p � <br />Co W <br />w 5 .� <br />3 � <br />d CO <br />_• 4J d <br />N C p <br />- <br />c E <br />m � <br />Ch <br />N <br />CV <br />CID <br />N <br />v <br />0 <br />�t LEA <br />Sr <br />aNN�R�� <br />rr <br />� <br />To the best of the Engineer's 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 <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />M <br />W <br />F <br />E <br />g co 8 <br />L4 ® <br />�. <br />N 0,co <br />w r <br />N <br />=NCO <br />CO I- p <br />M <br />Q <br />In <br />� m v " <br />J LL ILLu_ W <br />Lu o <br />0. <br />x0 <br />o <br />-r- Ca0 <br />o <br />(DCVO y <br />W <br />- 0 2J <br />W <br />Z <br />IL IL <br />U) Co <br />N Z Q <br />G <br />N <br />CJ <br />Z <br />U U) <br />W <br />00 <br />z N M <br />0 <br />z � <br />IR <br />N <br />z � � <br />Q <br />J <br />[i N <br />� <br />N <br />M <br />z <br />Q) <br />C9 0 <br />4-1 <br />cn <br />w <br />r--) <br />U <br />Ow <br />N <br />g <br />w <br />,,U) <br />.) <br />U <br />W J <br />moo <br />'— - � <br />i <br />z <br />_ � d <br />v i; � <br />N 0 <br />• <br />o <br />J <br />W <br />CO <br />M <br />Z <br />o} <br />Z <br />Z <br />< <br />cU E <br />C._ 0 <br />o0 <br /><N <br />Z <br />ro <br />CIL <br />o <br />00 <br />o E <br />Oq <br />-8 <br />0W <br />w t <br />aQ <br />Ww <br />L <br />cn <br />C< <br />c <br />¢ U <br />z <br />W <br />° O <br />o, <br />2 <br />m J <br />m <br />¢Z <br />Z Z <br />o� <br /><0 <br />N <br />A <br />0 W <br />m <br />Q <br />a <br />Y <br />WF <br />=r <br />� � <br />a0 <br />v <br />zI< <br />° 3 <br />2 Q <br />0 <br />C.0 <br />LO <br />LO <br />cc <br />Q <br />cc <br />CL <br />CID <br />'IT <br />Z <br />0 <br />O <br />r <br />U) o <br />N <br />N <br />m <br />LO <br />r <br />C0 <br />QI <br />O <br />to N <br />o <br />O <br />0*)M <br />to <br />N <br />LO <br />r �LO <br />T <br />i <br />C Itt <br />E <br />M <br />o <br />Z <br />Z <br />E (D <br />rn <br />a? <br />c <br />o <br />a ai <br />n <br />U <br />Q p <br />� <br />JOB <br />NO: <br />23-04658 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />