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(+1") 6" SMOOTH <br />TEXTURED BAND <br />A a��A11 <br />12 <br />5� <br />1'-y'- <br />12,-Q„ 0. TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />/r------.\\\ <br />o <br />5I I <br />I I F1 <br />I <br />FRONT ELEVATION - 61 <br />24'-0" RIDGE VENT <br />SCALE: 1 /4"= V-0" <br />- — -- <br />— — T.O.M. <br />---- HDR HGT. <br />ME <br />z <br />--- 25SH F.FL. <br />------------------- <br />------------------------------------------------------------------------------------------------ <br />[---- <br />LEFT ELEVATION - 61 <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 shalt 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 />Wr <br />- <br />Oft <br />O <br />��„,,, <br />Li <br />• <br />C. <br />F10 oaa <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 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />111) <br />V N_ (O <br />N # <br />ii <br />� -UJ <br />CO N N N � W <br />0) <br />9� u__J 0 <br />1 0)vi <br />a <br />03Z <br />M W <br />�mi� aaLu IX <br />��n°' 0 <br />fry ado W00 <br />Comm <br />W <br />morco <br />Z <br />1 <br />to <br />N C4 ZIL V <br />z <br />o J <br />0.d oo❑ <br />M <br />Z N O <br />N¢¢ <br />~ Q <br />MaiAMPEM <br />O <br />f� N <br />NC1 <br />_ (h <br />�v <br />W �- <br />0 <br />p_ <br />L Ln <br />O <br />V <br />U M <br />d <br />w � <br />�_— 2 E <br />0 8 <br />= <br />i o <br />C C13 <br />o <br />cn <br />co <br />M <br />zzz <br />w <br />z <br />Z <br />J <br />LL_'0Q <br />U5 <br />K <br />R <br />fl- <br />E U <br />0' <br />❑a <br />co <br />~ <br />o E <br />U <br />O8 <br />a <br />00 <br />az <br />0, <br />Z <br />N fu <br />a <br />w0 <br />w <br />Mu! <br />fp <br />(n c: <br />z <br />m o <br />U kGLL <br />Z <br />J <br />¢" <br />1z <br />N <br />o2 <br />z <br />g° <br />W <br />¢a <br />sir <br />w <br />�o <br />of <br />CDLF <br />zIa <br />3 <br />0 N <br />= <br />E2 <br />L <br />C� <br />' <br />�= <br />T <br />^C^, m <br />W <br />co <br />r <br />T! <br />O <br />LO <br />N <br />o <br />m <br />Z <br />� r <br />E <br />N <br />Z <br />m <br />c <br />EL <br />E <br />U <br />Q 0 <br />� <br />JOB <br />NO: <br />20-3565 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />