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0 <br />0 <br />LZ <br />N <br />0 <br />N <br />O <br />a <br />0 <br />d <br />M <br />N <br />M <br />12 <br />5� <br />12 <br />5� <br />12 <br />�5 <br />- (+1") 6" SMOOTH <br />TEXTURED BAND <br />T.O.M. <br />— — — HDR HGT. <br />FRONT ELEVATION - B1 <br />28'-0" RIDGE VENT <br />0.1 <br />— — — — — — — T.O.M. <br />--- — ----------------------— — — — — — — — HDR HGT. <br />A0. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />-------------------------------- ------------------------- <br />2'-611 1 r_Brr <br />TEXTURED _ <br />CEMENTICIOUS O <br />FINISH ON C.M.U. 00 60 <br />(TYP.) (D <br />35 SH <br />----------------------------------------------------------- <br />LEFT ELEVATION - B1 <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 />��0�31{1110!@aflO�A�! <br />0 Wry <br />•e <br />0 E E S S t 0 <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 />W <br />W <br />m <br />Q <br />_ <br />v EE co r" <br />W `� N <br />0 N <br />O O �p <br />Y ti 4) # C LL <br />N <br />s <br />fir_ LLJ a <br />LL <br />M M <br />a <br />aj W <br />Lu <br />LL LL a a X <br />Zm <br />J <br />e 0 1 <br />a' <br />W <br />o � m ao <br />U) ¢ J <br />W <br />Z <br />CL' <br />00 d iroL <br />N MZ V 0 3 <br />° <br />Z <br />W <br />❑❑❑ <br />z N M <br />o g <br />z <br />Z n <br />C� <br />Q <br />cl- <br />V) <br />M <br />z <br />Q) <br />U o <br />4--1 <br />C6 <br />L, <br />w m <br />j•��!`,� <br />O <br />w o <br />U <br />W m <br />r— — E <br />N <br />N <br />Q N O <br />C• <br />� <br />� <br />� <br />W <br />M <br />M <br />Z <br />o <br />Z <br />E <br />0 <br />z <br />� <br />oa <br />xo <br />V <br />ti <br />0 OV <br />O <br />O <br />N ra <br />Q) It <br />¢o <br />wz <br />ry <br />C <br /><o <br />�Y <br />no <br />m � <br />�0 <br />z <br />rz <br />Z <br />C/) Cl)iN <br />z <br />rn <br />N <br />Q <br />3 <br />Q3 <br />O <br />V <br />LoW <br />�j <br />ao <br />oz <br />�k <br />a� <br />�O <br />O <br />CD <br />V' <br />za <br />a r <br />a3 <br />�N <br />0 <br />= <br />J <br />.� <br />c <br />N <br />Q <br />C <br />� <br />O <br />r <br />co <br />CF) <br />.T� <br />r <br />i <br />N <br />r <br />E <br />m <br />= <br />M .— <br />iri T <br />o <br />Z <br />Z <br />E O <br />E <br />`m <br />CU <br />FL <br />U <br />Q p <br />JOB <br />NO: <br />20-8075 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />