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!III II v11111 1111!11111 9� 11'll, <br />8'-0" RIDGE VENT <br />COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />i <br />-o <br />Q <br />00 <br />N <br />c <br />a� <br />a <br />x <br />r— <br />CN <br />J <br />_� <br />00 <br />I <br />rn <br />a <br />00 <br />N <br />aa) <br />c <br />v <br />C) <br />J <br />LO <br />00 <br />rn <br />L <br />7 <br />rn <br />N <br />v <br />a <br />F�— <br />d <br />0 <br />S <br />C <br />N <br />fi <br />0 <br />J <br />N <br />ET_ <br />CL <br />0 <br />N <br />0 <br />0 <br />rn <br />0 <br />N <br />N <br />co <br />L.L.r <br />m <br />o <br />1 <br />— 1" x 4" SMOOTH <br />' I 12 TEXTURED <br />I I � <br />5 TRIM / BAND <br />I �'J 6" FASCIA <br />l J (TYP) <br />T.O.P. <br />HDR HGT. <br />04 <br />ti <br />-I00 <br />00 <br />Vx12"SMOOTH ICI ICI ICI i�I IL' --I I[L"�I <br />TEXTURED 25 SH 25 SH 12 25 SH <br />TRIM / BAND FLASHING <br />�5 <br />_ _ 2nd FIN. FLR. <br />---------------------------------- -- �� <br />-------- — ----— — — — — — — — — — — — — — — — — — — — — — — — — _ <br />HEEL <br />-------- ----- T.O.M. _I <br />f 5 <br />-------------------------- N ----HDR HGT. <br />DECO <br />1" X 8" SIMULATED ]E=CORBEL - <br />WOOD FINISH o - F16 <br />I <br />TEXTURED <br />CEMENTICIOUS <br />25 SH FINISH ON C.M.U. <br />F.FL. <br />F54 1 <br />FRONT ELEVATION - Al <br />12' RIDGE VENT <br />SCALE: 1 /4"= V-0" <br />T.O.P. <br />— HDR HGT. <br />a <br />1'-8" <br />1 GABLE END VENT <br />SCALE: 3/4"=V-0" <br />�lco <br />_I <br />co <br />2nd FIN. FLR. <br />Mlst <br />T.O.M. <br />HDR HGT. <br />N• <br />LEFT ELEVATION <br />- Al <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 />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 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 138 SQ. IN. OF NET FREE AREA! UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of 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 />l <br />U_ <br />c� <br />l <br />1!l6lft;f <br />` y -'k W N ' <br />.�Z� <br />;^ <br />- <br />0 <br />'•Jj:, <br />°Pji f,a, <br />_.I r§' 1�1RY,4`��`�5. <br />,'si. 9 <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 <br />Code - <br />Residential 6th Edition. 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