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12 <br />5 F�:� <br />12 <br />Z:::Z15 <br />T.O.P. <br />HDR HGT. <br />Ci Ci Ci <br />2nd FIN. <br />CJ WEEP CJ / WEEP FLR. <br />T.O.M. <br />---- — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — HDR HG <br />ROOF TO BE 0 _IU <br />CENTERED ON <br />TEXTURED DOOR <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />ILI <br />(TYP.) <br />-A 11==R"�W L F.FL. <br />REAR ELEVATION - A <br />SCALE: 1/4"=V-0" <br />12 <br />5F�:� <br />12 <br />��5 <br />9'RIDGE VENT <br />04 <br />00 <br />I P. <br />T.O.P. <br />- - - - - - - - - - - - - - - - - - - - - <br />HDR HGT. <br />-------------------------------------------- ------------------------------------------------------- <br />Z <br />04 <br />---- - -- ----------------- 2nd FIN. <br />FLR. <br />T.O.M. <br />HDR HG <br />-------------------------------------------------------------------------------------------------------- <br />-TEXTURED —Z <br />CEMENTICIOUS <br />Z///FINISH ON C.M.U. <br />(TYP.) <br />I J L__] F.FL. <br />LEFT ELEVATION - A <br />SCALE: 1/4"=V-0" <br />F_ <br />19 <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />0 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 ASTIVI C <br />926 and ASTIVI C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTIVI 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 lay <br />shall be installed independently such that each layer provide:r: <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 />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 oi <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 FOLLOVANG VALUES, SEE ROOF PLAN - <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IK 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 I SO. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />e LOMANCO DECK-AJR (Shingle Rool - 9 SO. IN. OF NET FREE AREA I FT. <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed) <br />e O'HAGIN (Tile Rool) - 86.25 SO. 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 />z Cl) <br />C� <br />z <br />z <br />U) <br />Ul 0 <br />Z <br />Q) <br />C—n <br />4-J uj <br />U <br />0 UJ <br />E <br />Ul) <br />0 <br />00 <br />C) <br />r-- <br />04 <br />a) M <br />LLJ <br />E <br />0) cr) <br />C MM <br />w *0 - <br />- 'C C14 <br />0 0 C, <br />C_ LL Cc <br />0 <br />CD a 0 <br />.1d <br />< 0 <br />0 'W <br />0. <br />< ci <br />A I <br />ab. <br />N CA1,11,17 <br />I , V <br />J��o W <br />4). <br />00 <br />U_ <br />C <br />CM. <br />CL <br />W <br />L 4 C <br />z <br />M RFESS <br />M <br />0 El <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 seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C) <br />C) <br />Z 04 <br />0 a) N <br />1­4 <br />4-J C) <br />> <br />V) C) <br />m Ln <br />z <br />0 <br />LL <br />F- <br />Q� U CL 00 <br />z < <br />. E <br />z �: (0 <br />z <br />LU C) F- <br />_J 0 <br />W <br />z g <br />i � <br />F� <br />U) <br />0 <br />F- <br />z <br />1 <br />< <br />�q <br />�> <br />UJ <br />U12.8 <br />91 ti <br />I.- ui <br />V) <br />0 <br />U-) <br />LMU <br />�z <br />z <br />-0 <br />N <br />Ln <br />U) <br />> <br />0 <br />0 <br />U <br />Ln <br />< <br />CC <br />LU <br />Cr <br />85 <br />Vr4 <br />P <br />z <br />z <br />C"4 <br />r-4 <br />LU <br />-J <br />Ln <br />I <br />z <br />4:lt <br />co <br />z <br />z <br />:5 <br />t_U <br />LU <br />0 <br />rn <br />T-4 <br />0- <br />M: <br />V) <br />uJ <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: FFLORES <br />VERSION No' 10 <br />SHEET NO. <br />3.2 <br />