Laserfiche WebLink
c <br />a <br />T 17 M ___..,--_...__..____ <br />4 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED - <br />ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />----------------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - 131 <br />SCALE: 1 /4"=1 r-0" <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />3 TAB SHINGLES. ROOF —� <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. _ <br />4 HDR HGT. 11-011 - - - - - - - --11_0II <br />14'-0" RIDGE VENT <br />12 <br />- - <br />T-0" RIDGE VENT 5 <br />12 <br />- -. <br />I _ I <br />..1_ <br />_- <br />_. _. -. }..�....._..--=..-y.•' , • r -1 _- . �+ �_-r <br />_�'�..i. _ _'._T� ,-- 1.,.:....+. <br />�5 <br />, ice'.^'"'-�''.. <br />I <br />I i <br />I I <br />1'-011 <br />01 TEXTURED <br />CEMENTICIOUS <br />TEXTURED FINISH ON C.M.U. 2'-0" <br />CEMENTICIOUS <br />(TYP.) <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />+31' SMOOTH <br />TEXTURED <br />BAND <br />RIGHT ELEVATION - B1 <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/ 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 11300 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 SQ. 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. Soft Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. Ft. Sofflt Needed) x 7 = (Sq. In. Needed)19 = (Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT <br />^Formula: (Sq. Ft. Soft Needed) x 7 - (Sq. In. Needed)186.25 = Amount of O'Hagin Vents Needed <br />0 <br />Z Cl) <br />0 <br />— o <br />Z <br />Z <br />(D Q <br />I <br />Cl- <br />U) Z <br />U <br />n� <br />�--� L U <br />C) <br />'U <br />-- <br />L1.1 <br />O� <br />F- <br />Vi <br />N <br />o 0 <br />U <br />`0 M <br />L U <br />I.-@ <br />— $ <br />W <br />C 'W Cl) <br />'C CO, <br />020 <br />_ <br />~L`S8 <br />0 <br />Coco <br />Q rn <br />uo o v <br />Q 6 <br />A I <br />B Ds <br />N C B U <br />rll\'s <br />e <br />*,I �Al <br />//41'11. <br />` P•1�, <br />• •�•o <br />c�}'0Z <br />Z �7 N <br />-� <br />_Y <br />e �4 <br />W V a��LL,� <br />2 <br />FZ O 0- L0 <br />o'o� <br />LLUJ <br />N o^t�jf1Dt101' <br />o <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 />0 <br />0 <br />Z N <br />0 <br />05 M O <br />M <br />QU-) MLn <br />a tn•��' <br />v U_ In <br />iY U ,1 <br />C <br />G�­00 <br />a <br />Z <br />W JC� <br />C <br />U) <br />a <br />O <br />gQW0 <br />z <br />Q <br />g 7 <br />:> <br />LU <br />10: <br />U <br />rL <br />� <br />� <br />L <br />V <br />cr, <br />W <br />Lou <br />C <br />rf) <br />U <br />o <br />-� <br />z <br />U <br />fo <br />¢ <br />LU <br />$ <br />.ry I <br />UJ <br />Id P <br />�8S <br />_ 1 <br />cr_ <br />fy�26 <br />rJ <br />4 <br />Z <br />J <br />lin <br />rl <br />LLJ <br />Z <br />$ <br />Y Z <br />W <br />V / <br />< <br />z <br />o <br />� <br />g <br />LU <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />