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14 <br />RICO <br />co <br />M <br />M <br />-�6 <br />ti <br />CMS <br />1 <br />P <br />1'-2111 <br />4 <br />T.O.P.--_—_- <br />HDR HGT. _ _ _ <br />2nd FIN. FLR. <br />T.O.M. <br />F.FL. <br />COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.P. <br />2nd FIN. <br />FLR. <br />T.O.M. <br />F.FL. <br />1'-011 <br />if. <br />12 <br />5� <br />/ <br />/ <br />12 / <br />/ <br />5 <br />G� <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />12' RIDGE VENT <br />CJ <br />----------------- <br />CJ / WEEP <br />25 SH <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON <br />DOOR <br />12 <br />�5 <br />25 SH <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />8'-0" RIDGE VENT <br />12 <br />zz::::�5 <br />\ <br />\ <br />\\\ 12 <br />\ <br />\ <br />\ <br />\ <br />\ <br />T \ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />25 SH (NP.) 25 SH <br />— — — — — — — — — — — — — — — — — — — <br />4' RIDGE VENT <br />25 SH <br />12 <br />�5 <br />-------------------------------------- <br />1'-0" <br />2'-0" <br />REAR ELEVATION - Al <br />SCALE: 1 /4"= V-0" <br />RIGHT ELEVATION - Al <br />SCALE'. 114"=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 />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. <br />L <br />s <br />0 O <br />Cl <br />z N O <br />� o <br />z o <br />J tr] <br />� N <br />E3 <br />M <br />un z <br />Q) L <br />C/i Y <br />C6 W o <br />•0 <br />w <br />t!1 c E <br />Ln <br />ws <br />� � a <br />U m <br />w �+ <br />wig= o <br />! <br />� <br />U o � <br />c u' <br />o o <br />• <br />�m <br />N <br />N <br />Q f0 h N <br />o <br />oocv �' w Z <br />� R O <br />Z� y M m z Q w <br />I gLL r, oU W <br />W Q to v C7 P' w <br />W Li a <br />�w <br />O -o cn p <br />Z <br />z U E��;' Q <br />LL <br />W <br />� <br />• V ►� <br />Of (� c+s <br />y <br />La41 <br />F., <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />r� <br />o <br />co <br />J <br />w <br />co <br />M <br />m¢ <br />o <br />Z <br />z <br />J <br />E <br />a <br />w <br />oz <br />g <br />ym <br />Zo <br /><� <br />:i <br />E o <br />@ I-- <br />w <br />�o <br />X U <br />0cL <br />� fQU�Qyy <br />o <br />D <br />L <br />Q <br />ww <br />w <br />C <br />c <br />' z <br />�gZ� <br />o <br />o <br />O w <br />mz <br />>z <br />J <br />�w <br />o2 <br />go <br />a <br />o� <br />3 <br />O <br />MJ <br />CO <br />Z¢ <br />O <br />V3i <br />c O <br />0 <br />.y <br />> ('7 <br />�L1 <br />\/ <br />LO <br />� <br />N <br />m <br />O <br />CL <br />m � <br />r <br />Oo <br />Z O <br />L0 <br />N <br />= Lo o <br />r <br />ui <br />M CV <br />o <br />E <br />N N i <br />Z <br />z <br />E Q N <br />E N <br />m <br />C <br />a <br />U 0 Q p <br />� <br />JOB <br />NO: 19-5903 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />