Laserfiche WebLink
IGO <br />Z <br />C� <br />00 <br />F- <br />80 <br />. -1 <br />cliv <br />o? <br />BO <br />C� <br />F_ <br />r___3 <br />12 <br />5 <br />12 <br />_____J5 <br />T.O.P. <br />HDR HGT. <br />— — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — <br />T.O.P. <br />HDR HGT . . . . . . . . . <br />2nd FIN - — — — — — — — — <br />FLR. <br />T.O.M. <br />HDR HGT - — — — — — — — — <br />F.FL . . . . . . . . . <br />REAR ELEVATION - B <br />SCALE: 1/4"=V-0" <br />RIGHT ELEVATION - B <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 ASTM C 1063. <br />R703.6.2 Plaster. <br />Plastering wl 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 />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 then 50% of the required ventilation is provided in the upper portion <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 verffied 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 riot enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />• LOMANCO DECK -AIR (Shingle Roo� - 9 SQ. IN. OF NET FREE AREA / FT. <br />Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = (I-Inear Ft. of Deck-AIr Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA/ VENT <br />**Formula: (Sq. R. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of allagin Vents Needed <br />0 <br />(D !� <br />z Cl) <br />0 <br />—0 <br />;;7 (0 <br />:7 � <br />< <br />I <br />tj <br />CIL <br />z <br />_J <br />LU <br />U <br />ILL! <br />0 <br />0� <br />F- <br />E <br />0 <br />00 <br />C`4 <br />0 <br />LU <br />E <br />—8 <br />ago <br />0) C0 <br />C: C0 ce) <br />2 �0 m <br />0 <br />C) Can) <br />0) <br />c: ILL 00 <br />15 C6 <br />0 -, <br />4) <br />Ne <br />< 0 <br />05 0. 8 <br />LO 0 V <br />a CL <br />< <br />A I <br />D. <br />C, 11, D, C <br />r-_ <br />to M <br />\ISO <br />CN <br />9;E <br />LaE, <br />— .,r- <br />apCUM <br />u J< <br />E <br />0 <br />A <br />oo <br />To the best of the Engine nation, 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 />C:) <br />0 <br />Z <br />0 <br />0 4-) CD <br />V) 1,0 <br />> C:) <br />ry) <br />U0 c) <br />ro In <br />< 0 <br />z <br />CL V) <br />e-, <br />(L) -2 LA <br />L_ LL <br />CL <br />ro <br />6- CL 00 <br />z <z <br />E <br />z M <br />_J C� <br />W Lu <br />Z� <br />< <br />W <br />� 9� <br />Z80 <br />0 <br />�E:5 z z <br />0 LU Z <br />0�uj <br />:> <br />LLJ <br />Lu <br />�i <br />LJJ <br />Z <br />0 <br />Lr) <br />LU <br />U <br />z <br />z <br />z <br />0 <br />-a <br />N <br />C) <br />— <br />V) <br />ro <br />Lr) <br />C/) <br />E <br />0 <br />W <br />M <br />0 <br />U <br />cr_ <br />LLJ <br />8 <br />< <br />LU <br />r- R Z. <br />X<: 6 P <br />X 0 <br />OR -R <br />r4 <br />Cr <br />U <br />or_'�'L 003k <br />_� <br />z <br />LU czl;� <br />< <br />Ce <br />< <br />W <br />�U_ z <br />z <br />z <br />LU <br />In <br />0< <br />ILLI <br />2: <br />di <br />8 =Z, <br />-8 z 8 <br />op <br />11.0 <br />0) <br />< <br />< <br />z <br />F_ <br />�v 8 <br />< I z <br />z <br />Z <br />M < <br />01 V) <br />U) Z <br />0 <br />M <br />0 <br />LU <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MIAMES <br />VERSION NO' 10 <br />SHEEr NO. <br />3.2 <br />i;. �m E-1-0-aR, —11, -1.11 1 A A .11 , 1 11 1 1 1 — .1 1 1 <br />