Laserfiche WebLink
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 />12 <br />5[,,--' <br />—€XT'E-NBE-0----- <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />---------- L-------------------------------- <br />T03V 300139'4 <br />12 <br />5L,,--' <br />12 <br />�5 <br />T.O.M. <br />ZC_------- HDRHGJ. <br />---------------------------- F.FL. <br />TM3V 300ISl'81' <br />°Q ( zo <br />co <br />REAR ELEVAT <br />ION - B1 <br />SCALE: 1 /4"=V-0" <br />LEFT ELEVATION - 131 <br />1 /4"=1' <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 Wate r-Res isithre Barrters. <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 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 save or comics 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. 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 Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. Ft Soffit Needed) x 7 - (Sq. In. Needed) / 9 = Linear Ft of Deck -Air Need) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />-Formula: (Sq. Ft Soffit Needed) x 7 - (Sq. In. Needed) 18625 = Amount of O' e& Vents Needed <br />Z o <br />— o <br />00 <br />Q <br />J <br />a <br />U) z <br />N 0 <br />Q) N <br />4_J w <br />U — <br />w <br />013 <br />~ <br />l%i <br />N <br />o 0 <br />U <br />aMM <br />W <br />H <br />— 8 <br />C Co CO <br />` O N <br />L.2, <br />Ua) <br />Y <br />Wao <br />L O O <br />Qrn <br />rnQo <br />A1 <br />B <br />N,C..-,B.�D.0 <br />71) <br />ro N• `- <br />�1 <br />o/ <br />M <br />n <br />092, <br />. <br />dY <br />.'-.•` <br />LL• <br />� <br />1i�tlltll0V <br />❑ <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 />0 <br />0 <br />Z N <br />O a� n <br />F—I 4-J C:) <br />L> -cU-)MO <br />M <br />_ <br />z <br />0Q <br />II. ^ <br />fu <br />Q1 U <br />LL 00 <br />Z 3ifu <br />LU o <br />W -� <br />d' <br />W <br />za <br />z� <br />f N <br />Z <br />C�0 <br />0 <br />U <br />_zz <br />22:W <br />Q <br />W <br />Fo <br />i <br />J <br />W <br />oN� <br />;S <br />% <br />W <br />£z <br />z <br />Icy-0 <br />5 <br />a3 <br />1r) <br />'^ <br />�/ •� <br />F <br />z <br />o <br />O <br />= <br />< <br />QJ LU <br />aQ <br />cc <br />W d <br />W <br />Q <br />W <br />cc' <br />�o�S <br />a <br />OQ <br />4 G � <br />CQ7�gWgg� <br />Q <br />Z <br />' ` <br />OLL <br />—J <br />ri <br />1 lJj <br />Q <br />G <br />Z <br />o z u <br />L <br />¢uJz <br />00 <br />z <br />�z <br />o <br />z <br />g <br />= <br />z <br />¢UJ <br />n <br />r—I <br />a. <br />t l <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION NO. 10 <br />SHEET NO, <br />3.2 <br />