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NOTE: <br />FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />9 <br />LO <br />z <br />co <br />NOTCH FOAM <br />DECO BRACKET <br />AS NEEDED <br />J <br />-4.1 <br />)PECORATIVE SHUTTER. <br />12 <br />5 <br />12 <br />Z:::::�5 <br />1 <br />- - - - - - - - - - - - - - - - -- - - - - - -- <br />t <br />- - - - - - - - - - - - - - - t - - - - - - - - <br />18" X 60" <br />SHUTTER—, <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t__1 -- - - - - - <br />-- --------------------------------------- ------------- <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />­7 <br />o <br />T.O.P. <br />1" x 12" C% <br />SMOOTH <br />TEXTURED <br />-17DIRA I MAKIM <br />00 UJ <br />LU 25 SH <br />2nd FIN. <br />FLR. <br />T.O.M. <br />L HDR HGT. <br />__ ___A1L — — — — — — 11L — — — — — — EL A — — — — L — A J 1 J___L . . . . . . . . . . . . . . . . . . . . . . . L _ _ F.FL. <br />FRONT ELEVATION - A <br />SCALE: 1/4"=V-0" <br />T.O.P - — — — — — — — <br />HDR HGT. <br />C� <br />2nd FIN. <br />FLR. <br />T.O.M. <br />RIGHT ELEVATION - A <br />SCALE: 1/4"=V-0" <br />00 <br />11 <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 />R703.6 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.6.2 Plaster. <br />Plastering w/ portand 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 />R703.6.3 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 />R703.8 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 5th Edition <br />(2014) 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 o <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 SQ. IN. OF NET FREE AREA / UNIT <br />SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />• LOMANCO DECK-AJR (Shingle Roo - 9 SO. IN. OF NET FREE AREA/ FT. <br />Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SO. IN, OF NET FREE AREA / VENT <br />�Formula: (Sq, Ft. Soffit Needed) x 7 = (Sq. In. Needed) t 86.25 a Amount of O'Hagin Vents Needed <br />0 <br />Z <br />—8 <br />z CD <br />z <br />z <br />V) (D <br />Q) <br />U-) <br />4-J LU <br />C) <br />U <br />0 LU <br />V) <br />E <br />0 <br />C) <br />M <br />04 <br />0) Cl) <br />LU <br />F_ E <br />— 8 <br />02, <br />C) U) <br />0 <br />< <br />CL 0 <br />Ot <br />A I <br />B <br />N,1, B-D-C <br />Ul) <br />Cn <br />00 <br />Z ce) 11 <br />Ul <br />z <br />CAW <br />to 8% F <br />z <br />LLW <br />C9 <br />0 F E <br />C', <br />nfill <br />E-100 <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 Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and sea[ is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />CD <br />z N <br />0 cu N <br />0-4 4_J C:) <br />�04 U) <br />CMY) 0 <br />4-J <br />V) (V Ln <br />00N <br />Q) — Ln <br />< - U_ <br />0� U 00 <br />z E <br />z <br />CD <br />WLU <br />_J C:) <br />z <br />W <br />Z <br />0 <br />5-080 <br />BUZ <br />— <br />< <br />:> <br />U <br />LU <br />_J <br />8 <br />0 <br />Ln <br />LU <br />LU <br />Z <br />z <br />-0 <br />N <br />C) <br />Ln <br />Fn <br />0 <br />U <br />< <br />uJ <br />0 <br />rr <br />5 <br />:6 <br />(-4 <br />LL <br />U4 2r:j <br />� j g <br />< <br />r4 <br />uJ ce <br />g 0 <br />I <br />z <br />z <br />N <br />LU <br />Ln <br />­1 <br />1 6i <br />Z <br />< <br />z <br />di <br />z <br />< <br />z <br />t—u <br />Oil <br />�10 <br />14r <br />r-4 <br />V- <br />Cal <br />0 <br />r-1 <br />r�l <br />Z <br />LLI <br />CL <br />V) <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: FLORES <br />VERSION No' 10 <br />SHEE7 NO. <br />3.1 <br />