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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF <br />SPECIFICATIONS <br />--------------------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />12 <br />5[,,--' <br />12 <br />5� <br />- EXTENDED- - - - - <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />OFFRIDGE VENT — 4'OFFRIDGE <br />4' RIDGE VENT <br />12 <br />�5 <br />---------- T.O.M. <br />--- 1_0 <br />HDRI <br />18' RIDGE VENT <br />0 <br />°P m <br /><O <br />F.FL. <br />REAR ELEVATION - B1 <br />SCALE: 1 /4"=1'-0" <br />LEFT ELEVATION <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 eats 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 SO. 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 / SQ. FT. <br />zM <br />z <br />z <br />a <br />U) z0 <br />i--+ w <br />a)(.h O c <br />_ <br />t.6 <br />E <br />Mo <br />vro U <br />M <br />N M M <br />w <br />o <br />C tv c•) <br />� O N <br />I <br />C <br />s-2 <br />C F- <br />Q� <br />A 1 <br />N'C'a'D'C <br />, '1 <br />i <br />U z <br />.cp CO <br />� � • <br />W <br />0) <br />••' ...molt <br />La _ 6 \JP <br />W N <br />o/�f1/llll� <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <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 tV <br />0 <br />M O <br />M <br />Q U) <br />a in •L d' <br />�0)�� <br />a 0 <br />oCU�ao <br />Q <br />E.. <br />WC:) <br />JZ <br />CD <br />J <br />Z <br />W <br />Z a <br />Fa� <br />VJ <br />Zcc <br />OZ�ED <br />z <br />z <br />z <br />�Wr6w <br />y <br />US 04 <br />Ld <br />uJ <br />g Qi <br />C) <br />t ^ <br />W <br />d <br />U <br />= <br />Q <br />LU <br />�uJ <br />o <br />^agal <br />Cr <br />uJQ <br />Q <br />Z <br />^ <br />uJ <br />$� <br />LLJJ <br />J <br />Ln <br />r4 <br />1Ill <br />Q <br />W <br />Z� <br />a"� <br />z U <br />7"I <br />100 <br />N <br />Z <br />Z <br />w <br />I <br />0 <br />° <br />00 <br />g <br />9 <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />