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02 <br />—N <br />0 <br />T.O.P. <br />©pppppp <br />Mom- <br />• ' • I�, : :_ Imo, — ---HEEL <br />MEN <br />� <br />FEE <br />I_ o000000a <br />• <br />�_- 0000a000 , <br />ILA JIM11F I� FJ IM11011 <br />riffin <br />16-0" RIDGE VENT <br />4'-0" RIDGE VENT <br />12 <br />�5 <br />----------------------------------------- - - - - - - - - ----------------------------------------------------1'-9" - -- <br />TEXTURED 2,_0„ <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />25 SH25SH <br />-------------------------------------------- <br />FRONT ELEVATION - Al <br />RIGHT ELEVATION - Al <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 />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 at 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-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />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 contructions 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. <br />z�® <br />z�z <br />awad <br />V) (D <br />� w <br />�U — <br />OLU <br />V) <br />C)rNi <br />LU <br />w f- <br />ch <br />C N th <br />N <br />O Ono <br />_ <br />ILL <br />00 <br />¢ for <br />U) p <br />U.) v <br />gi o <br />B <br />D. <br />-it kilt R <br />U) <br />A <br />w f4 <br />_a <br />& 5 <br />31 <br />LL <.4 <br />To the best of the En ,ne k pp��JJled and <br />belief, the structural plans anytow, 2dlt ained <br />within these drawings comply with the 2017 Florida <br />Building Code -Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z C*4 <br />0 � r\ <br />�>-+HMO <br />M <br />Q U-) 'p <br />G. in •L Cr <br />r LL <br />CC U <br />Q 00 <br />E <br />Zfo <br />CD <br />W <br />J <br />ko <br />J <br />Z <br />W <br />zaa <br />vJ <br />t�ZU0 <br />0 <br />g�Lu <br />W <br />112 <br />�- <br />W <br />J <br />1 � <br />LU <br />A` <br />W <br />LUz <br />Z <br />LU <br />u <br />z <br />a <br />w <br />C <br />U <br />= <br />Q <br />o . <br />0 <br />o <br />J <br />N <br />O <br />u4 a <br />ILL <br />0 <br />`aoo <br />Q <br />u,c <br />z <br />z <br />J <br />Ln <br />�c <br />r-1 <br />Q <br />zg <br />N <br />k <br />N <br />Z <br />tj <br />rn0 <br />00 <br />� <br />2 <br />9 <br />,-a <br />a <br />cn <br />f <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 4n0 <br />SHEET NO. <br />3.1 <br />