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i1..LAI U. <br />a <br />12 <br />5� <br />TOM <br />--------- <br />1'-0" <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION — Al <br />SCALE: 1 /4"=1'-0" <br />15'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />12 <br />14'-0" RIDGE VENT <br />T.O.M. <br />HDR HGT. <br />- - -------- <br />TEXTURED <br />CEMENTICIOUS TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />FINISH ON C.M.U. 2'-0" <br />01 <br />(TYP.) (TYP.) <br />CD <br />F.FL. <br />RIGHT ELEVATION — Al <br />: 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 />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 1/3W 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 FOLLOVNNG VALUES, SEE ROOF PLAN* <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 16 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />e SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / 80. FT. <br />L <br />0 � <br />0 <br />0 <br />-J L <br />0 <br />Z N <br />C <br />Z <br />J <br />a S <br />13 <br />N z <br />f6 0 <br />O Lu <br />N 0:� <br />O <br />_U 00 <br />O <br />e <br />-oldC.) <br />so <br />N D <br />us _ z <br />W " <br /><� O <br />z u111/// $ <br />W !�t <br />0 <br />... <br />lb <br />AIr <br />�Z�// <br />V/ '°R O F E S SRO <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Budding 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 />C'w <br />co <br />M0 <br />E <br />z� <br />a <br />30 <br />n3� <br />o <br />o<g <br />�o <br />S$ <br />�z <br />z <br />p <br />N t <br />N <br />ra <br />0 <br />ado <br />aw <br />m0 <br />zN <br />,= <br />tin <br />w m <br />of <br />�W <br />mE <br />_� <br />CID <br />a <br />o <br />^L' <br />W <br />� <br />N <br />J <br />rn <br />N <br />� m � <br />t\ <br />T <br />d• <br />0 <br />. _ Z *- <br />T <br />LO <br />� <br />r <br />O <br />I Cfl r N <br />co <br />r <br />cc <br />M N <br />N y ^ <br />o <br />Z <br />c <br />E O ui <br />cc <br />a <br />fJ � Q <br />JOB <br />NO: 19-5904 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />