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NOTE: <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />1/2"THICK <br />W <br />T <br />z 31' <br />FF]1J - 2 <br />0 <br />C�l <br />1"RAISED <br />STUCCO BAND <br />2" RAISED <br />STUCCO BAND <br />L 1/2 OF L <br />V'VINDOW WIDT1­1 <br />!4 <br />to <br />(0 <br />ENTRY COLUMN DETAIL. <br />—loo <br />Millt <br />M <br />T.O.P <br />F`� <br />HDR HGT. I <br />12 <br />5 <br />12 <br />16" x 28" <br />GABLE END <br />VENT <br />12 <br />5 <br />1 " x 4" SMOOTH <br />TEXTURED <br />TRIM / BAND <br />- -------------------- <br />I �� ] �� 11 �� <br />FRONT ELEVATION - B <br />SCALE: 1/4"=V-0" <br />LEFT ELEVATION - B <br />SCALE: 1/4"=V-0" <br />T.O.P. <br />HDR HGT. <br />2nd FIN. <br />FLR. <br />T.O.M. <br />HDR HC <br />F.FL. <br />9: <br />M <br />I A <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 ASTIM C <br />926 and ASTM C 1063. <br />R703.6.1 Loth. <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/ 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 />R703.6.3 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 />_J <br />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 5th Edition <br />(2014) Residenfial 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 11300 provided that at least 40% <br />but no more then 50% of the required ventilation is provided in the upper portion ol <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 save 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 SQ. IN. OF NET FREE AREA I UNIT <br />SOFFIT VENTS 7 SO. 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 -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA/ FT. <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft of Deck -Air Needed) <br />e O'HAGIN (Tile Roof)l - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed <br />0 LO <br />�; <br />0 <br />0 <br />V) (D <br />Q) <br />U—) <br />4--J LU <br />U <br />0 LU <br />un01- <br />1­ <br />0 <br />U) <br />V) <br />0 0 <br />Ir', <br />M C\l <br />E <br />0 <br />4) Cl) <br />M co <br />C ca co <br />M 'a ce) <br />6,C N <br />C) a) <br />u- 00 <br />- co <br />0 CU — <br />_�d r.- <br />a <br />0f ) <br />-,e <br />0 <br />< <br />U) 0. C) <br />Lo 0 V <br />"t 0- <br />0) < <br />8 D, <br />0 <br />Cc CD <br />X: S E_ <br />LO <br />d0co <br />21-1;� cs <br />U- 01 <br />0. <br />0 <br />U1 <br />Lu. <br />La <br />lox <br />In a gg S <br />NMI F 0 <br />ES.2 <br />z ......... <br />IL <br />W1 <br />O,FESS� <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 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />CD <br />Z r-J <br />0 w r-, <br />c) <br />> <br />C�' <br />4-J <br />(n M Ln <br />< -0 <br />z <br />a- U) r ',I- <br />V) 0 N <br />(1) — Lr) <br />CL OC) <br />z <br />z E <br />z <br />C:� <br />WLU <br />_J C:) <br />0z <br />0 <br />z <br />z <br />0 QGE <br />Z <br />0 <br />z 0 <br />C) <br />z ci <br />uz� <br />D z z <br />in uu Z <br />< <br />Lu <br />�z <br />LJLJ <br />C-0 <br />8 IUA, <br />_J <br />U.J <br />z <br />8 <br />Ln <br />UJ <br />z <br />Z� <br />Z <br />0 <br />C) <br />4 <br />Ln <br />V5 <br />0 <br />0 <br />r*4 <br />m <br />U <br />V) <br />0 <br />z <br />11-1 R ZO <br />< 1, t. <br />0 <br />UO2 <br />ro- <br />ZW <br />uJ C,)� z < <br />< <br />u, ce <br />z <br />z <br />r"4 <br />Ce u- <br />ILL! <br />_J <br />Ln <br />LLJ <br />2: <br />di <br />< <br />Doz <br /><E5 <br />l-; 0 <br />0 <br />R �2 <br />W P, <br />110 <br />0) <br />< <br />Z <br />z <br />L_ <br />0�,z <br />< c, <br />D <br />Cy <br />Ln <br />0 <br />Z <br />J <br />LIJ <br />Z <br />0 <br />z <br />uJ <br />a- <br />I U0 <br />TZ <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: M3AMES <br />VERSION No' 10 <br />SHEET NO. <br />3.1 <br />Z <br />