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12 <br />5L,­-_�j <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />MININ10101 INS <br />INININININ11 IIN71 <br />14'-0" RIDGE VENT <br />12 <br />5� <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />12 12 <br />�5 1" x SMOOTH <br />TEXTURED <br />FREEZE BAND HEEL <br />------------- <br />12 <br />5� <br />— T.O.M. <br />— — HDR HGT. <br />0o n <br />TEXTURED <br />CEMENTICIOUS o� <br />FINISH ON C.M.U. zo <br />1 (TYP. ) <br />I <br />F.FL. <br />+3" SMOOTH <br />TEXTURED BAND <br />FRONT ELEVATION - 131 <br />12 <br />;�5 T-0" RIDGE VENT <br />SCALE: 1 /4"=V-0" <br />12 <br />�5 <br />F <br />---------- <br />" <br />-------- — —--------------------------------------------------------------------------------------------------------------- —1'-0-------- <br />2'-0" <br />TEXTURED <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />/— 3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />— — <br />- HDR HGT. <br />CEMENTICIOUS TEXTURED <br />FINISH ON C.M.U. CEMENTICIOUS <br />(TYP.) FINISH ON C.M.U. <br />(TYP.) <br />----F.FL. <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />LEFT ELEVATION - 131 <br />SCALE: 1 /4"=1'-0" <br />N <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 wails. <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 />i. <br />0�1tti�4E€it{ir'FfE! � ' <br />WN <br />SE <br />-� •V <br />�U1 <br />� <br />S <br />Q <br />O F E S <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code <br />- <br />Residential 6th Edition. Engineers <br />signature and seat <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />In <br />O co N <br />LL <br />Lo 0) <br />MO N N LLU. <br />1, _J V LL C� <br />Q <br />cli CLJ <br />aCn W <br />4 a a wa o <br />Z <br />a� 0zo <br />'gam o�~� <br />W <br />t0a) mmof[a] <br />i Earn <br />Z <br />ILL <br />_jj o <br />N�MZ `� O <br />UV— <br />Z <br />� <br />° L ❑0O0 <br />W <br />z <br />a 8 <br />N <br />z <br />•u <br />� <br />O <br />W <br />JAIL <br />to <br />c <br />m <br />L Li <br />�Q <br />o <br />chi <br />m <br />M. <br />J <br />�Eo� <br />if <br />� <br />ap <br />o <br />U <br />W <br />p <br />Z <br />o E <br />N <br />� <br />� C <br />ZZ <br />Oy <br />UU <br />mo <br />OLL <br />Z <br />Z <br />J <br />W <br />OV <br />NNW <br />a O <br />W <br />a� <br />U 3 <br />as <br />�� <br />x� <br />rg <br />cot2 <br />�l <br />il�d <br />6 3 <br />°N <br />= <br />` <br />J <br />m <br />rn <br />m <br />C9 <br />^' <br />\W <br />.= <br />C <br />a) <br />O <br />c <br />m <br />W <br />2 <br />� <br />f <br />MID <br />■� <br />a <br />Z C <br />C ) <br />r <br />G) � <br />T <br />m <br />M (V <br />o <br />Z <br />N <br />E O <br />N r <br />Z <br />r <br />re <br />a <br />E <br />U _J <br />U <br />Q p <br />JOB <br />NO: <br />20-0558 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />