Laserfiche WebLink
3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />6-0" <br />----------------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) — r <br />------------------ L I <br />12 <br />C <br />N <br />12 <br />5� <br />—EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />T-0" RIDGE VENT <br />12 <br />5� <br />12 <br />�5 <br />T.O.M. <br />HDR HGT. <br />F. FL. <br />REAR ELEVATION - B1 <br />14'-0" RIDGE VENT <br />SCALE: 1/4"=V-0" <br />12 <br />�5 <br />RIGHT ELEVATION - B1. <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 />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 of7�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 />N N11i143t313fl"NIZ,v` <br />INN <br />ro °9- i � <br />< <br />to <br />•' <br />�).. <br />. vzk <br />o <br />t <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />ILI <br />/N <br />\ <br />U N N� <br />C77 (O <br />ci <br />0 <br />)NN N <br />2Mm� <br />LO J <br />m LL <br />* W <br />H <br />J <br />/) u_ N <br />u J p_ <br />, u_ <br />a <br />M <br />> c: <br />W h <br />LU <br />a a. <br />Z <br />13ayeN <br />0WO <br />W <br />@a;o <br />e° <br />'m onIL <br />mm0 <br />g °� <br />UJ <br />UM 0 <br />NQMz <br />a07 <br />U !— J <br />Z <br />U <br />❑❑❑ <br />W <br />M c' <br />2 N o <br />0 0 <br />� gryo <br />4 <br />(D <br />Z <br />o <br />d N <br />LJ <br />^ <br />/1t,/ <br />h <br />Z � <br />11' <br />( D'I <br />lJ � <br />J <br />(Q <br />J <br />co Y <br />w n <br />n <br />Q <br />OW <br />U1 <br />V) <br />� <br />tv E <br />� o <br />U r° <br />w <br />O 6 <br />zeo _ <br />= 0- <br />U 0- <br />CO <br />_Q <br />CD <br />M <br />M <br />a <br />o <br />Z <br />LL <br />a E <br />E OV <br />w° <br />z <br />z® <br />Do <br />co <br />-0 <br />O E <br />4 <br />a� <br />U O <br />r <br />a Z <br />N <br />i <br />wo <br />¢o <br />Y <br />mg <br />FO <br />Z z <br />J <br />Q W <br />g z <br />Cn <br />0)o <br />Q � <br />R <br />2 <br />�� <br />z0 <br />a U <br />a <br />mw <br />C <br />ao <br />oLL <br />�- <br />�3 <br />�W <br />YQ <br />=0 <br />O <br />OilO <br />O <br />w <br />z¢ <br />= <br />OU 3: <br />CN <br />= <br />W <br />'� <br />J <br />L <br />� <br />W <br />'— <br />N <br />0 <br />N <br />O <br />CY/•� <br />�^r <br />U <br />m <br />\1/ <br />CU <br />I\ <br />T <br />O <br />C:) <br />V, <br />•� <br />N <br />O <br />r <br />N <br />M � <br />r <br />iu <br />o <br />o <br />M <br />o <br />z <br />E Q <br />y <br />N <br />m <br />E <br />o .. <br />JOB <br />NO: <br />20-2751 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />