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lco <br />00 <br />A <br />Mir <br />co <br />bo <br />loo <br />I <br />00 <br />- A <br />MI-V <br />bo <br />12 <br />5 F�:� <br />T.O.P. <br />HDR HGT. <br />12 <br />5 <br />2nd FIN <br />FLR. CJ / WEE� w7tii�E�Pll <br />T.O.M. 12 <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />HDR HGT. - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - <br />CENTERED ON <br />DOOR TEXTURED—J <br />23S CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />T.O.P <br />HDR HGT. <br />.......................... <br />2nd FIN. <br />FLR k- <br />T.O.M - ------------------ <br />HDR HGT <br />F.FL <br />9'RIDGE VENT <br />12 <br />5 F::� <br />REAR ELEVATION - Al <br />SCALE: 1/4"=V-0" <br />RIGHT ELEVATION - Al <br />SCALE: 1/4"=V-0" <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 ASTIM 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 />pprmo <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 />6 Exterior winclow/cloor openings. <br />4, Intersection of chimneys or other masonry contructions with <br />frame walls. <br />41 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 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 SQ. IN, OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. <br />(Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roo� - 9 SO. IN. OF NET FREE AREA / FT. <br />-Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft. of Deek-Air Needed) <br />9 O'HAGIN (Tile R000 - 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 />(D LO <br />z M <br />z <br />< <br />1 <br />ZL/) 0 <br />Q) <br />C-n <br />Ui <br />C) <br />U <br />0 U_J <br />E <br />0 <br />00 <br />04 <br />(n <br />LU <br />E <br />8 <br />0) <br />r_ M Cl) <br />T:SM, <br />0 _Q , <br />ai; <br />C)% <br />U. <br />OM <br />< <br />0 <br />CL <br />< ci <br />A <br />ab <br />I <br />41 <br />0 <br />\N <br />S <br />!a! <br />V. <br />0_v <br />at:a — <br />r <br />LU <br />LLJ <br />0 v 0) <br />< <br />E S S I <br />To the best ofthe 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 />Z (N4 <br />0 Q) N <br />0-4 4-d <br />V) * S <br />ro CD <br />C:) <br />Lr) <br />< <br />in <br />z <br />W 0 <br />W Ln <br />L_ Z: 0-N <br />Cn <br />ce U <br />z <br />< CL OC) <br />. E <br />Z3: M <br />Z F- <br />WLu c=) <br />_J 0 <br />%D <br />LL, <br />z g <br />U) <br />o <br />Or- <br />Rw <br />99, 01__: <br />LU <br />_J <br />LU <br />�i <br />0 <br />U <br />Lr) <br />LU <br />M <br />z <br />Ln <br />0 <br />U <br />< <br />LU <br />�U_ <br />11 <br />9 <br />F- <br />f'4 <br />IZIC <br />< <br />Z <br />L11 <br />z <br />LU <br />Ln <br />LJ <br />L-OL <br />Lij <br />< <br />< <br />z <br />ce uJ <br />00 <br />rn <br />Ln <br />Z <br />Z <br />00 <br />0 <br />r�% <br />:5 <br />LU <br />rn <br />T_q <br />0- <br />U) <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />3.2 <br />