Laserfiche WebLink
3 <br />v <br />x <br />rn <br />c <br />a> <br />x <br />Nn <br />0 <br />J <br />a <br />M <br />I <br />N <br />S <br />Q <br />.d. <br />C <br />to <br />L0 <br />r" <br />0 <br />LO <br />t <br />2 <br />c <br />N <br />S <br />C <br />C, <br />H <br />a <br />0 <br />a <br />E <br />r— <br />fu <br />E <br />0 <br />v <br />c <br />N <br />J <br />y <br />a3 <br />2 <br />0 <br />VI <br />'o <br />0 <br />U <br />J <br />N <br />rL <br />O <br />0 <br />cD <br />0 <br />0 <br />d <br />0 <br />N <br />O <br />[V <br />u7 <br />�v <br />0 <br />Cn <br />W <br />C> <br />0 <br />V) <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />M <br />Tnnn -- <br />-Olt <br />c <br />a <br />12 <br />5� <br />15'-0" RIDGE VENT <br />12 <br />51 / <br />�-- <br />12 <br />�5 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />6-0" 3'-1 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />REAR ELEVATION - Al <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"=1'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />�5 <br />T.O.M. T - <br />HDR HGT. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />TEXTURED <br />CEMENTICIOUS CEMENTICIOUS <br />TEXTURED <br />FINISH ON C.M.U. FINISH ON C.M.U. <br />Z_0" <br />(TYP.) (TYP.) <br />— — — — — — — — — — — — — — - <br />F.FL. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />RIGHT ELEVATION - Al <br />SCALE: 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 />i <br />'i � • • <br />® 'r� <br />° r , 7H � O <br />•lr <br />Co <br />aLLJ <br />a r <br />tea' a o C v <br />a° <br />afee <br />C <br />F <br />ddlllll® <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 />Engineers signature and seal. <br />N <br />I- <br />Q <br />N cp cp <br />ov 8 o <br />N <br />O O O <br />Ci <br />p) to <br />(0 a) 0 w <br />C <br />N <br />M0) a J W <br />�� LL�a <br />LLaL <br />vi <br />a <br />CIO <br />rn M S W U) <br />amiL:5z a <br />13 <br />F- <br />m a) o W m O <br />oC � m m <br />W <br />W <br />IL <br />cu <br />� CL <br />Z <br />0 yW <br />on rnaN o o <br />N Q m ZZ U 0 <br />W <br />n <br />m <br />N O <br />loam <br />Via <br />Z <br />_ W OO <br />� <br />z <br />z R <br />o <br />� N <br />to <br />-- M <br />z ° <br />•U <br />a <br />0 <br />Cn <br />N <br />LU <br />Cv E <br />� � <br />wa <br />U °' <br />m <br />r— _Cu E <br />�•`' <br />Sw 0 <br />() o <br />C N iti <br />o <br />O <br />w <br />M <br />m <br />I <br />o <br />Z <br />< <br />CL E <br />E o <br />zo <br />wz <br />g <br />>N <br />ze <br />c <br />0 <br />o0 <br />_ <br />C <br />O E <br />(0wo <br />a p <br />0 <br />a Z <br />C', <br /><o <br />� � <br />• rp <br />z <br />9 Y <br />U <br />"m <br />m� <br />O <br />O E <br />Z <br />'¢Z <br />(n N <br />m <br />a ° <br />�Z <br />gzQ <br />a <br />XF <br />w0 <br />r� <br />J <br />� <br />C)0 <br />�z <br />w <br />w � <br />F� <br />9 <br />> 0 <br />O <br />W <br />ZR <br />a s <br />ou 'S <br />�M <br />> d' <br />� <br />ai <br />c7 <br />.>_ <br />Lri <br />U <br />00 <br />1"^ <br />Q <br />o <br />> <br />p <br />0 <br />^ 1 op <br />0 <br />r11- <br />0 <br />E per\' <br />i <br />t0 C)04 <br />V <br />2 N <br />T— <br />T <br />LOCD <br />LO <br />m <br />E <br />-E <br />CY <br />o <br />Z <br />E Q <br />a <br />E <br />U � <br />Q p <br />� <br />JOB <br />NO: <br />20-3573 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />