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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />1 _ TEXTURED <br />°0 00 <br />-1 CEMENTICIOUS <br />to FINISH ON C.M.U. <br />(TYP.) <br />F. FL. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />TEXTURED <br />12 <br />5� <br />T-O" RIDGE VENT <br />12 <br />5� <br />12 <br />5� <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />HEEL <br />------------------- <br />I%w <br />I <br />------------------'=r------- <br />+3" SMOOTH <br />TEXTURED BAND <br />14'-0" RIDGE VENT <br />F30 M <br />— — T.O.M. <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) OP <br />- - - _ F. FL. <br />12 <br />;:E�5 <br />-------------------------------------- ------------------------- ----------------------------------------------------- <br />1141 <br />SILL <br />PROFILE ELEVATION <br />0 <br />DECORATIVE SILL <br />FRONT ELEVATION - 61 <br />SCALE: 1 /4"=1'-0" <br />2'-0" <br />RIGHT ELEVATION - 131 <br />SCALE: 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 />I Exterior Covering II <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 not <br />less than two coats when applied over masonry, concret . <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 pro ides 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 I SQ. IFT. <br />i� <br />0 <br />LJL <br />0 <br />a <br />U <br />Z N O <br />o <br />z <br />�LE3J <br />(D <br />Co <br />Un Y <br />W O <br />o Q <br />, IT <br />V) c <br />l/'1 <br />o <br />� � <br />U 00 <br />rl, m <br />O 3 <br />= <br />in,n 9 ! <br />®0 <br />Q m m <br />Sm <br />N �O <br />Z�M rn It <br />o N9 22 i It z <br />JIM .j E m -.'. W W <br />ti. <br />ii C' ' <br />W a o�LLo <br />Ld <br />' •� <br />_ <br />` ua <br />01 Ca <br />RD <br />' �.. <br />�• C , <br />..� <br />F �_ •• <br />O�11t 5lt1k <br />1E 00`�`� <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />o <br />M <br />o <br />w <br />z <br />z¢ <br />41fl <br />U_ <br />O <br />s° <br />u z <br />��1 o <br />Z® <br />❑ a <br />XO�O <br />ab <br />aU <br />O E <br />N <br />�o <br />i <br />az <br />ro <br />C <br />2 <br />0Y <br />UZ <br />m O <br />zGn <br />rn J <br />a ° <br />z <br />son <br />Q <br />5, <br />z <br />�K <br />CD <br />�o <br />cD <br />v <br />Ia <br />zla <br />3 <br />c 0 <br />0 <br />.N <br />L <br />C:) <br />O <br />0 <br />Q <br />CU <br />C 0 <br />N <br />W C <br />co <br />O <br />LO <br />T <br />O O <br />ci <br />(D M N <br />o <br />m <br />vi <br />Z <br />Z <br />m <br />E <br />E v a <br />c <br />c <br />r1 <br />U � Q p <br />JOB <br />NO: 19-5894 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />