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T.O.P. <br />HDR HGT. <br />2nd FIN. _ <br />ril�v FLR. <br />T T.O.M. <br />HDR HGT. <br />FIN FLR _ <br />V< <br />11im- <br />12 <br />5� <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />EXTERIOR PLASTER <br />ON FRAME <br />1" x 4" SMOOTH <br />TEXTURED <br />TRIM / BAND <br />,,—EXTERIOR <br />PLASTER ON <br />FRAME <br />,-1" x 12" SMOOTH <br />TEXTURED <br />TRIM / BAND <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />16070 OVERHEAD DOOR <br />FRONT ELEVATION - B1. <br />CIRCI'Dr'`1 AQQ QulAlrl C <br />LEFT ELEVATION - B1 <br />SCALE: 1 /4"=1'-0" <br />------- T.O.P. <br />HDR HGT. <br />CV I i <br />r 60 <br />ti <br />2nd FIN. , <br />------- FLR. <br />T.O.M. <br />HDR HGT. <br />FIN FLR <br />IT <br />bo <br />1 " <br />1'-4" <br />It 11 <br />TQTR Y COLUMN DETAILLE: 1/2"=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 />R703A 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 />(DWN <br />< ;J <br />�� �• FLO <br />••......... <br />ROFESS`p <br />r <br />\e <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. Engineer's signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W pppp <br />O <br />Q N iC <br />(, N LL <br />'n T � W <br />r- U. -r a <br />W rn ) <br />2 LL <br />C') co M s CL rn <br />a <br />Q qJ <br />gypp' a <br />-.lLLLL S2 <br />O H <br />C� mho <br />W (on I d o a <br />0 g? <br />Z o 3 ❑❑❑ <br />W <br />z <br />z <br />Q <br />rl � <br />/� {Np <br />z p <br />U' <br />(11 s <br />� <br />a--+ 9 <br />�LLJ <br />�U <br />—� <br />O <br />w � <br />L <br />Y <br />U <br />� <br />so <br />M <br />J <br />E <br />7 0 <br />da � <br />cc <br />w' <br />z0 <br />_° <br />O C <br />N <br />a Q <br />�o <br />(n <br />4p <br />Ho <br />Z <br />J <br />< <br />g <br />iW6 <br />RZ <br />W <br />wu. <br />w � <br />O <br />w <br />S F <br />�O <br />a � <br /><7" <br />zl°d <br />Ov 3 <br />CN <br />= <br />�LoCC <br />O1 <br />120 <br />^L' <br />W <br />.> <br />Oi <br />,..� <br />LPL > <br />TCU <br />co <br />2 <br />(O <br />� <br />c <br />cj- <br />Lo <br />O <br />N <br />= 0) <br />00 <br />N <br />N T <br />c <br />� T N <br />.. <br />O <br />Z <br />C <br />E O N <br />m <br />C <br />C <br />a. <br />U Q p <br />JOB <br />NO: 20-6578 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />