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12 <br />5[,,--' <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />1' 0" <br />�NININININ17E <br />MININININ11 <br />IFE-11 I ININE1 <br />14'-0" RIDGE VENT <br />12 <br />5� <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />12 _ 12 <br />5 1" x 9" SMOOTH <br />5 TEXTURED <br />FREEZE BAND HEEL <br />12 <br />5� <br />❑ TEXTURED <br />00 <br />CEMENTICIOUS -I <br />FINISH ON C.M.U. CID <br />�l (TYP ) <br />I <br />F.FL. <br />+3" SMOOTH <br />TEXTURED BAND <br />FRONT ELEVATION — B1 <br />12 <br />�5 T-0" RIDGE VENT <br />SCALE: 1 /4"=V-0" <br />12 <br />�5 <br />------ — —--------------------------------------------------------------------------------------------------------------- — <br />1'-0" <br />2'-0" <br />TEXTURED <br />M. <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 />V-0" _J_ HDRHGT. <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 — B1. <br />M. <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 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 />�W <br />-�Q;'� is <br />•• <br />r <br />EL0 ry <br />f�r4•11ROFE O�;\`\��� <br />S S1 <br />101IN11111,1``t��\ <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 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 />I- <br />Q <br />pp E mttpp ��pp <br />0 0 8 - N N i k <br />tp <br />f i <br />a-J— <br />J <br />M N C u1 Co <br />a <br />LL a <br />N N M <br />aad <br />13 <br />a� 0O <br />z <br />SIDS °: mo <br />a cNrp in- <br />W <br />CL <br />2ETa) aia <br />J p <br />rn< N p fq <br />Z <br />N M Z �� J <br />Z <br />° 00❑ <br />o <br />z � Z o <br />Q = <br />J <br />d <br />NM <br />M <br />�4-J�''( <br />ty <br />V <br />ci7 8 <br />W p <br />� Q <br />0 <br />W <br />to <br />V) <br />c <br />f0 <br />~ <br />U Co <br />LU <br />U <br />• <br />74 <br />oCIO <br />Cl)Z <br />M <br />ZJ <br />W <br />J <br />ld- <br />E O <br />53. <br />zo <br />o <br />f <br />Yg <br />2• <br />N U <br />H (6 <br />Z <br />° <br />0U <br />aaa <br />oa <br />00 <br />oU <br />ZoEN <br />�Q <br />r,� <br />mo <br />C <br />x� <br />O <br />J <br />� <br />92 <br />Q W <br />�Z <br />U) <br />,o <br />U <br />a <br />W <br />a <br />3 <br />�� <br />a � <br />yw <br />2~ <br />� <br />o <br />� <br />" W <br />�F <br />Hwyy <br />:il� <br />�� <br />�� <br />rn <br />ca <br />^� <br />W <br />� <br />C9 <br />i <br />CM <br />N <br />M <br />Cfl <br />c 0 <br />CD <br />O <br />CO <br />VW <br />� <br />.� <br />Z (VO <br />r <br />O <br />T <br />W <br />N <br />C) <br />W M <br />o <br />Z <br />Z <br />E O <br />m <br />a. <br />U � <br />¢ p <br />JOB <br />NO: <br />20-2744 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />