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12 <br />5L,,-`_�j <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />1 " 0'" <br />------ - --t <br />-- <br />----------------------------- —I <br />01 <br />M <br />IE] <br />ININININININIFEME-11 <br />INININININININIFE111 <br />14'-0" RIDGE VENT <br />12 <br />5� <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />12 <br />�5 1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND HEEL <br />— T.O.M. <br />— — HDR HGT. <br />n <br />TEXTURED <br />CEMENTICIOUS 00 <br />FINISH ON C.M.U. <br />(TYP.) <br />----F.FL. • <br />+3" SMOOTH <br />TEXTURED BAND 1 <br />FRONT ELEVATION - B1 <br />SCALE: 1 /4"=V-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 />Exterior Covering <br />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paper <br />backed stucco lath) over an approved synthetic house wrap. <br />R703.4 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry constructions 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 intersections <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 />12 <br />1" x 9" SMOOTH <br />�5 7'-0" RIDGE VENT <br />TEXTURED <br />FREEZE BAND <br />12 <br />12 <br />�5 <br />8"x8" SMOOTH <br />5� <br />TEXTURES CORBELS <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />- T.O.M. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />"-0111-"' <br />— — — — — — — — — — ---------'� <br />— <br />HDR HGT. <br />-- <br />- — — — — — — — — —— — — — — — — <br />2'-V <br />o <br />TEXTURED <br />CEMENTICIOUS <br />TEXTURED 00 00 <br />FINISH ON C.M.U. <br />CEMENTICIOUS co <br />(TYP.) <br />FINISH ON C.M.U. <br />(TYP.) <br />F. FL. <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />LEFT <br />ELEVATION - B1_ <br />SCALE: 1/4"=1'-0" <br />h� O� <br />Q <br />= (� <br />41 !6; <br />�• <br />• F LO <br />0 FS S <br />10` <br />1E <br />111 <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 2017 Florida Building Code - <br />Residential Bth Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 <br />F <br />gg <br />§o4 a m <br />ELo <br />I, <br />M <br />N � CND LL LL <br />ui LLLLaa <br />0E- <br />0 <br />cii ° ao <br />ar Y <br />0 <br />ju''� mm0o <br />L Z <br />z <br />oaoo <br />W <br />Z <br />Z � <br />Q v <br />a <br />t/) <br />� <br />CD <br />. <br />.0 <br />uD <br />0 <br />w <br />6n <br />to <br />in, 12 <br />� <br />U m <br />M <br />WZg <br />LL E <br />Ag <br />o�z� <br />TAR <br />a <br />E8p <br />E G <br />�00 <br />NWZ <br />m L <br />rc� <br />oa <br />W� <br />rp <br />YY <br />m o <br />Z <br />J <br />b <br />IL <br />8 <br />W <br />1Z <br />U <br />N W <br />W <br />'' <br />0 <br />� <br />$I� <br />a <br />J <br />12 <br />L <br />B <br />� <br />04 <br />CL <br />m <br />.� <br />Z C <br />T- <br />r <br />= N <br />rn N <br />n <br />r <br />E <br />N <br />M N <br />z <br />Z <br />E O <br />E <br />h .— <br />IL <br />U 0 <br />Q p <br />JOB <br />NO: <br />20-0560 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />