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T.O.M. — — — <br />3 HGT. <br />1'-0" <br />A. <br />12 <br />5� <br />12 <br />Z�5 <br />T.O.M. <br />1-0"- —------------ HDR14 <br />HGT. <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED o <br />CEMENTICIOUS 9 <br />op 00 <br />FINISH ON C.M.U. <br />(TYP.) <br />5068 SGD 25 SH 25 SH F.FL. <br />28'-0" RIDGE VENT <br />12 <br />­_�5 <br />REAR ELEVATION - 61 <br />SCALE: 1 /4"=V-0" <br />RIGHT ELEVATION - B1 <br />rf =1I <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 SQ. IN. OF NET FREE AREA/ LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />a <br />0 <br />0 <br />M <br />z N O <br />ro <br />Z <br />J th <br />to z ° <br />o <br />Cz <br />fCS w n <br />0 <br />� <br />jr <br />U <br />O w F <br />t/) o <br />�N � N <br />o <br />�� <br />r— <br />U 00 <br />d <br />'— m E <br />o 8 <br />® w <br />ziy. <br />j <br />= a <br />U o <br />U) <br />tffil <br />¢ <br />14 <br />N �D <br />-- N <br />o� <br />ZE w a <br />�Z ai a�°Oo <br />a w <br />Q LL a Nz <br />W �(v <br />W V ¢ _ � is � z <br />O a w rn o w p O <br />_ c ° 90 G Ri <br />Pq <br />�N <br />• � F <br />U <br />'%�/✓�����0FE <br />SS\O;` <br />/�t!ltlllltlt` <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 Building Code - <br />Residential 6th Edition. 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O N N <br />r <br />O M c0 <br />N <br />7 O tq I\ <br />0 <br />Z <br />M <br />Z <br />E Q " <br />E <br />cn <br />C <br />d <br />U J Q <br />J <br />JOB <br />NO: 19-5893 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />