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c <br />a <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />W ,, <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. —\ <br />SPECIFICATIONS <br />v i <br />T.O.M. <br />HDR HGT. --L- ---------1'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />FFL <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />1'-0" <br />12 <br />7'-0" RIDGE VENT 5� <br />12 <br />5� <br />--4' OFFRI <br />3 TAB SHINGLES. ROOF <br />�— INSTALLED AS PER MANUF. <br />-0" SPECIFICATIONS <br />---------- - - - - - - - - - - - - - - - - <br />EXTENDED <br />OVERHANG TO TEXTURED <br />BE CENTEREDon CEMENTICIOUS <br />ON DOOR FINISH ON C.M.U. <br />(TYP.) <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />REAR ELEVATION - 61 <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------------------------------------- <br />- --------- <br />1,-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. 2'-0" <br />(TYP.) <br />RIGHT ELEVATION - 61 <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 1r'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 FOLLOWING VALUES, SEE ROOF PLAN" <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />H <br />L <br />0 � <br />0 <br />0 <br />CD <br />z <br />z <br />z g <br />Q.- <br />ry <br />(nv)X <br />z <br />a4-J <br />y 0 <br />O W <br />W <br />_U 0° <br />U <br />_ • <br />N O <br />P n .! w <br />LU a <br />{L <br />W <br />O <br />Z Aft�l/ iild<f� <br />ILL m <br />? Cr <br />_/ V `. <br />Ir ; � h* O <br />� , <br />V '• r <br />Q� <br />;?OF <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 shuctural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />�tc7o�� <br />�rj <br />z <br />00 <br />w <br />z <br />J <br />o _ E <br />O <br />a <br />® <br />N U� <br />0 <br />o <br />0v <br />g< <br />N<Z <br />< <br />�z <br />WZ <br />w <br />m <br />O <br />f <br />mo <br />za <br />W <br />8� <br />a2 <br />�W <br />g <br />-Z <br />it <br />'fit <br />° <br />U 3 <br />c 0 <br />L <br />CN <br />L.L <br />0 <br />v� <br />N <br />^C' <br />W m ac <br />� <br />0 <br />.� Z T <br />T <br />LO <br />T <br />oopo N <br />T- <br />E <br />z <br />_ <br />N M ^ <br />z <br />M <br />a <br />E O <br />w <br />rJ 0 Q p <br />c <br />JOB <br />NO: 19-5902 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />