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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS —� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS —� <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />18' RIDGE VENT <br />T.O.M. <br />-------- - '� 1 -.. -. <br />HDR HGT. <br />TEXTURED <br />4 CEMENTITIOUS <br />co °Q FINISH ON C.M.U. <br />io (TYP.) <br />F. FL. <br />OFFRIDGE VENT7-4' <br />12 <br />5L_'�-' <br />-------------- <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />12 <br />5� <br />6'-0" <br />----------- <br />12 <br />___-IJ5 <br />--------- T.O.M. <br />------- HDRI <br />---------------------------------- F.FL. <br />REAR ELEVATION - 61 <br />4' RIDGE VENT <br />SCALE: 1 /4"=V-0" <br />12 <br />"�5 <br />1I- <br />11-01,01 <br />3'-0" <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />RIGHT ELEVATION - B1. <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 manufacturers 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 manufacturers <br />instructions. Metal flashing shall be corrosion resistant. <br />Fluid -applied membranes used as flashing shall be applied in <br />accordance with the manufacturers 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 materiel (ex: zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />�ti�o1111111 i 11f 1J/1/%// <br />: <br />';a'R0 W/V <br />c <br />U <br />0 <br />SSI <br />f1111/11111111 <br />To the best of the Engineer's knowledge, i;=ation and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentlal 7th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />_JLL°_ <br />d� <br />r" <br />C.) v LL' nWW Y <br />J LL LL <br />0 o <br />0C� <br />� rn "e <br />_z <br />LLW <br />Mo <br />p V � <br />W <br />71 <br />U R <br />Z <br />z <br />J <br />N <br />Q1 <br />Z <br />� <br />+ <br />�U <br />N <br />� <br />c <br />U <br />LU <br />rz <br />4 <br />M <br />5 <br />J <br />E <br />0 c <br />� <br />El <br />ao <br />g <br />U <br />~ C <br />Wi <br />R � <br />_ <br />of� <br />t�i <br />ZQQ <br />CV � <br />r`o <br />WO <br />y <br />iC <br />Z <br />CY <br />J <br />�t//�� <br />YM <br />M. <br />j <br />o <br />2LL <br />Q2 <br />2Z <br />W <br />to821 <br />C <br />o <br />Y. <br />U <br />sass Z <br />0 <br />�O' <br />J <br />Le <br />E <br />AL <br />W <br />c� <br />O <br />N <br />C <br />W <br />> <br />o <br />O <br />�.. <br />°O <br />I� <br />NLO <br />f <br />LO <br />Tt <br />V <br />cC9 p <br />2 N <br />Qi <br />r <br />.T� <br />oo N <br />LO <br />T <br />�' (��j <br />M <br />z <br />Z <br />O <br />U <br />ID <br />LD <br />` <br />.2 <br />n�. <br />JOB <br />NO: <br />20-8090 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />