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4 <br />zo <br />5 <br />a <br />T.O.M. <br />18' RIDGE VENT <br />12 <br />5� <br />12 <br />�5 <br />— — — — — — — — — — — — — — — —-EXTEW)Eg------ <br />_ OVERHANG TO BE <br />CENTERED ON DOOR <br />4' RIDGE VENT <br />12 <br />_�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON G.M.U. <br />(TYP.) <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />T.O.M. <br />TEXTURED 1 -0' <br />CEMENTICIOUS 01 <br />FIN. ON C.M.U. <br />(�rp) TEXTURED 2'-0" <br />CEMENTICIOUS <br />2" x 4" SMOOTH FINISH ON C.M.U. <br />TEXTURED (NP.) <br />SILL / BAND <br />F.FL. - <br />REAR ELEVATION - B1 <br />SCALE: 1/4"=1'-0" <br />RIGHT ELEVATION - 61 <br />SCALE: 1/4"=1' <br />General Notes <br />ROOF CRITERIA: <br />• 24" 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/ portiand 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 barter. 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 FOLLOWNG 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 SO. IN. OF NET FREE AREA / SO. FT. <br />z M <br />z�z <br />a <br />U) z <br />W <br />(D <br />,/cam/) <br />T w <br />•U <br />— <br />Ou, <br />N c <br />to = <br />U <br />i1J <br />o <br />� rNi <br />U <br />CD <br />I <br />N C B D C <br />0-- <br />TA <br />g <br />z IV -NC.` <br />0of <br />LLJ <br />LL0 `(4. <br />z W ' �; F L. <br />o <br />E. s 9- <br />To the best of the Engineer's kno I , a on, 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 N <br />0.4v.+�pp <br />� M O <br />M <br />Q 'gyp Ln <br />a to •L '� <br />C U_ <br />H a .-. <br />GI_ U <br />C <br />Q o0 <br />no <br />z <br />W <br />J 0 <br />J <br />W <br />�a <br />z <br />� <br />O <br />$.0 <br />� <br />W <br />J <br />uu��N <br />i <br />Q) <br />rlLU <br />W <br />L <br />0 <br />o <br />� <br />'� <br />z <br />U <br />= <br />QLu <br />Q <br />W <br />f <br />r -4 <br />UIgg <br />k <br />^3 <br />Q <br />Z <br />^ <br />WW0 <br />CC <br />E <br />_JJ <br />T--I <br />Z <br />z <br />�z <br />k <br />co <br />N <br />r <br />Z <br />Q <br />t <br />W <br />0 <br />00 <br />a <br />SCALE : AS NOTED <br />DATE : 4/12/2018 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />3.2 <br />J <br />ZZ <br />