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60 <br />00 <br />T.O.M. <br />-------11-01,- — <br />DR HGT. <br />F. FL. <br />18' RIDGE VENT <br />12 <br />5� <br />'�II'1/'+C \/C•IT� AI /1CC�IMC <br />4' RIDGE VENT <br />vt !-E.•I.,E17- — — — — — — <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />--------------------- <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M. <br />TEXTURED 1'-0" <br />CEMENTITIOUS <br />FIN. ON C.M.U. <br />L <br />` �— TEXTURED <br />(TYP) <br />2'_011 <br />9 <br />CEMENTITIOUS <br />60 <br />FINISH ON C.M.U. <br />2" x 411 SMOOTH <br />(TYP.) <br />TEXTURED <br />SILL / BAND <br />F.FL.------------ <br />--- <br />--------- <br />------------------------------------------------------------------------------------------- <br />---------- <br />REAR ELEVATION - 61 <br />SCALE: 1 /4"=1 r-0" <br />RIGHT ELEVATION - B1 <br />SCALE: 1/4"=V-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 11150 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 comice vents. <br />"CALCULATIONS BASED ON THE FOLLOWNG 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 13a SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />a <br />0 � <br />a <br />0 <br />� <br />z " <br />Q <br />J f7 <br />� N <br />WV1 <br />CD LL <br />Vi Y <br />W <br />0 <br />to c E <br />�N o <br />� <br />w <br />0 <br />® <br />=lam <br />S <br />Q 8, <br />S <br />N <br />�$� a <br />II• <br />NLL �.�� 0. � <br />LY <br />LU <br />Zt <br />*0 <br />:.•_ ` ••U <br />ul <br />ZZ '••.• .•• <br />/ r1111111111U1 <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 Sth Edition. 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