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N <br />0 <br />S <br />�R <br />T.O.M. <br />HDR HGT. <br />o TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />ifl (TYP. ) <br />12 _ 12 <br />5� �5 <br />6'-0" V-10" <br />--------------- <br />------------ <br />----------- <br />- OEXTEN <br />VERHANG <br />M11 <br />- <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />25 SH 25 SH <br />F.FL. 50GD <br />- - <br />3'-0 RIDGE VENT <br />12 <br />5� <br />REAR ELEVATION - Al <br />16-0" RIDGE VENT <br />SCALE: 1/4"=V-0" <br />12 <br />�� 5 <br />T.O.P. <br />T.O.M. <br />HDR HGT. <br />----------------------------- - - - - - -- <br />----------------- - -- <br />1'-8- <br />TEXTURED <br />o - CEMENTICIOUS <br />CID CID FINISH ON C.M.U. <br />(TYP.) <br />25 SH 25 SH <br />FL._[ --------------------------------------------------------------------------------------------------------------------- ---- <br />RIGHT ELEVATION <br />- Al <br />1 /4"=1'-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 />WN <br />(0 % <br />• . <br />h <br />�O Q:r2 <br />r G <br />` <br />OF E 3 S10" <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 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />pip <br />Q tN�pp N i! <br />N I CM S <br />n, LL <br />0 n i - m <br />� J - <br />Lo <br />ii) rn N N LL W (L <br />4 aj C4 W h <br />raU.LL a 4 <br />Z JL� 0X cO <br />W m rn <br />Z NZ O <br />Cl) <br />N <br />z 0 ooa <br />W <br />Z � <br />z s <br />(D <br />v <br />J — <br />N <br />l0 <br />N z a <br />o <br />� <br />_J <br />�N <br />w � <br />a_ <br />V <br />— f <br />0 w <br />in� <br />• <br />Q <br />Qr• <br />M <br />co <br />=g <br />W <br />Z <br />I _ <br />Z <br />g <br />o <br />EEE <br />�° <br />O <br />z• <br />U <br />Z <br />~ <br />CL <br />NM <br />U <br />xU <br />°dam <br />U <br />WZ <br />a: m <br />ao <br />8O <br />Z <br />_ <br />U <br />y O <br />OLL <br />Z <br />Q W <br />a � <br />J <br />mLL <br />v <br />z0, <br />l< <br />°;• <br />J <br />�N <br />m <br />W <br />'> c <br />ca <br />00 <br />N <br />.-. <br />N <br />0 <br />T <br />ai <br />M C <br />■T� = N <br />r <br />i OO � N <br />e— <br />T <br />N <br />r <br />M <br />°; V <br />N y rn <br />o <br />z <br />z <br />m <br />E <br />E <br />a <br />U <br />JOB <br />NO: 20-6580 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />