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-lob <br />N <br />12 <br />5� <br />12 <br />�5 <br />CJ CJ CJ <br />2nd FIN. _ <br />-----------------------------------------------------------------— — — — — — — -- <br />FLR. CJ / WEE 12 CJ / WEEP <br />T.O.M. <br />----------------------------------- —------------------------------------------- -- <br />HDR HGT. <br />T.O.P. <br />HDR HGT. <br />2nd FIN. <br />FLR. <br />T.O.M. <br />HDR HGT.---------------- <br />F.FL. <br />--— — — — — —— <br />- ROOF TO BE <br />CENTERED ON <br />DOOR <br />--------------- -- <br />TEXTURED -J <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.I <br />REAR ELEVATION - Al <br />SCALE: 1/4"=V-0" <br />RIGHT ELEVATION - Al <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 />R703.7 Exterior plaster. <br />Installation of these materials shall be incompliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 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 />R703.7.3 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 />R703.4 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 6th Edition <br />(2017) 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 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 />"Fomuala: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) <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) 186,25 = Amount of O'Hagin Vents Needed <br />c� <br />O <br />_zM <br />z <br />13 <br />t� z <br />V) tD <br />Q) cia <br />w <br />O LU <br />E <br />C..) <br />1- <br />d) co <br />N -0 Q <br />N <br />O <br />— c4 <br />ej <br />N <br />O <br />L LL C:) <br />(J 0 <br />0 a r= <br />¢ rn <br />rn ¢ o <br />Al ® <br />IM®� <br />\ <br />`n s <br />\�`o� i....." <br />�� <br />CV <br />U) <br />O <br />LU <br />" 3 <br />A <br />• { UA <br />W <br />`z N <br />z <br />L; <br />o ^ 5,.� <br />Zq <br />Ira, <br />' Q = <br />' <br />RO ES I <br />To the best of the Engineer' k $$� mation, and <br />belief, the structural plans and spec' ti s contained <br />within these drawings comply with the 0 7 Florida <br />Building Code - Residential 6th Edition. gineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z t'\1 <br />O (1) r-, <br />1­4a-'O <br />C) <br />> U.) re) <br />M <br />Q V) U In <br />In- V,.Ld- <br />Q)U� <br />�UQ00 <br />Z E <br />WC)~ <br />LU <br />JC:) <br />J <br />oZ <br />V) <br />z a <br />z� <br />f 4 <br />^^ <br />v'J <br />ZQ <br />yZyZ~ <br />W <br />OOzuL0Zz <br />Z0p <br />w <br />� <br />W <br />"�04 <br />zz0 <br />W <br />Oz <br />z o <br />rLr) <br />QV <br />G <br />O <br />p_ <br />s <br />Ln <br />W <br />0 <br />N <br />o <br />O <br />> <br />z <br />z <br />U <br />U) <br />QLu <br />Q <br />¢Po <br />f- <br />LUuJ <br />Y <br />X U <br />P1r+ <br />LJ� <br />a <br />(V <br />z<0< <br />22 J <br />LU <br />4 z Q <br />< <br />Z <br />Z <br />N <br />ooI,2 <br />w=u o <br />a <br />W <br />J <br />Ln <br />ri <br />L1.1 <br />Q <br />LLI <br />? ¢ 0 <br />018zv <br />8 <br />00 <br />Ln <br />Z <br />z <br />aQz <br />ji <br />O <br />06 <br />4 <br />J <br />T <br />.L <br />C1 <br />a z <br />T-11 <br />a <br />U0 <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />