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3 <br />r <br />C <br />a� <br />a <br />v <br />x <br />0 <br />J <br />00 <br />L0 <br />co <br />CN <br />I <br />N <br />/ <br />Q <br />7 <br />c <br />N <br />S <br />P7 <br />NO <br />I <br />0 <br />i <br />QJ <br />C <br />3 <br />O <br />NO <br />N <br />d <br />E <br />E <br />0 <br />O <br />c <br />J <br />y <br />a> <br />ram. <br />E2 <br />O <br />U <br />E <br />c <br />U <br />i <br />2 <br />0 <br />0 <br />J <br />SIN <br />0 <br />6 <br />a <br />O <br />O <br />cV <br />LO <br />v <br />0 <br />W <br />33 <br />0 <br />11, <br />0 <br />eo <br />c <br />a <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />TnM 01. <br />12 <br />5F:� <br />15'-0" RIDGE VENT <br />' OFFRIDGE VENT <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />12 <br />:Z::�15 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />6'-0" 3'-10" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - Al <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"= V-0" <br />12 <br />�5 <br />T.O.M. <br />HDR HGT. <br />---------------------------------- <br />— <br />011 <br />—-------- <br />TEXTURED 1- <br />CEMENTICIOUS CEMENTICIOUS <br />TEXTURED <br />FINISH ON C.M.U. FINISH ON C.M.U. <br />(TYP.) (TYP.) <br />— — — — — — — <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- --—— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />— — — — — — — — — — — - <br />RIGHT ELEVATION - Al <br />SCALE: 1/4"=1' <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 />Fr <br />\\0oroWrrFr�,� <br />N <br />•' NSE•• •. <br />14 <br />.r Q v - <br />i <br />""OFF S $tON <br />To the best of the E gineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition, Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />e� <br />v E co <br />fl- <br />o U N N 00 <br />U <br />q <br />V <br />N J <br />N r, r C;)it rb �- <br />n J W <br />U­-J <br />U 6--0 a <br />Qaj <br />cN0 W du <br />a a IX <br />Z <br />JELL <br />'a 0 o <br />-C cao _ � O O <br />W <br />Z <br />N m O7 J <br />10 <br />O rG ") Q 7 Q 2 Q <br />co N o� o L <br />N M¢ U 0 J <br />V' <br />O U <br />W <br />❑❑❑ <br />Z N Q <br />O <br />W QNN <br />Z O Q <br />Q � <br />J — <br />n <br />L I <br />— N <br />2 �O <br />O <br />w m <br />(I)o) <br />Iwt, <br />V 1 <br />Ly N <br />(n <br />/F— <br />v C <br />W J <br />r-- _ E <br />V <br />r <br />L <br />VJ O N <br />U) N <br />® <br />• <br />Q <br />N m <br />ti <br />CD <br />w <br />Z <br />CO <br />M <br />y <br />o <br />U_ <br />Q. 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