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IN <br />12 <br />5� <br />HEEL <br />12 <br />�5 <br />T.O.M. <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />5� <br />F.FL. 7—J <br />— ---- ------------------------- <br />co <br />EE <br />ED <br />14'-0" RIDGE VENT <br />12 <br />7�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />— — — SPECIFICATIONS <br />-- — — — — — --- ---- ----=y — <br />'I-U- <br />- <br />------------------------------ -- -- —--- <br />0 El M 171 FD7 17-11 L�J <br />FE- 11 E FF-71 1771 <br />D F17 I <br />12 <br />�5 <br />15'-0" RIDGE VENT <br />FRONT ELEVATION - Al <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />6" FASCIA <br />(TYP) <br />TEXTURED _ <br />CEMENTICIOUS 0? <br />FINISH ON C.M.U. m <br />(TYP.) <br />— _ F.FL. <br />M <br />LEFT ELEVATION - Al <br />11 =1 1-011 <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 in compliance 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 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 FOLLOWNG 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 SQ. 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) 172 = 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) 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) / 86.25 = Amount of O'Hagin Vents Needed <br />as <br />(D�9 <br />M <br />— o <br />Q <br />J <br />a <br />u <br />4--) <br />p <br />� LLJ <br />$o <br />o4 <br />~ E <br />M <br />Cl) <br />La <br />C N <br />— $ <br />O O o <br />=LLSO <br />U <br />Ly <br />0 O <br />Q rn <br />rn Q o <br />® <br />N C B,D.,C <br />t¢( <br />3 /g <br />���� ,•'• ab <br />`r o <br />cam• <br />�7 <br />U) C��`� Z� <br />z °o' <br />o <br />W `� Q <br />¢aF, <br />Z <br />. <br />W ° O E <br />4'�R!!Illi <br />0El <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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer'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 />z11714 <br />O N r-, <br />10 <br />9 <br />�--J 4-J C:) <br />r�-IMO <br />M <br />U-) (0 In <br />Q <br />z <br />Q <br />I— °- O <br />I� U ra <br />` <br />� <br />C <br />z�� <br />W <br />�. <br />J <br />oz <br />0 <br />5 <br />W� <br />zaa <br /><¢ <br />U) <br />r~ <br />W�zir <br />z <br />Ez-oo <br />O <br />ZL)W< <br />��zz <br />o z � <br />0.2 <br />w <br />n <br />a��o <br />o W 0 <br />oL, <br />zZ <br />a1 <br />W <br />a z <br />zW <br />C) <br />W <br />5� <br />M <br />U <br />z <br />> <br />C <br />o <br />0 <br />U <br />(n <br />^ <br />CL <br />z <br />Q <br />�¢ <br />X <br />>� <br />O� <br />Iu-Ro <br />F <br />XNemr— <br />O <br />U� <br />�o¢oaa <br />. <br />ZlOJ <br />w<z3 <br />Q <br />a <br />go <br />Z <br />N <br />u.a,o <br />LU <br />L.r) <br />6i <br />a�o0 <br />� <br />,-� <br />LU <br />zu <br />8WU <br />C)u <br />MQ <br />Z <br />Zaz <br />a Z <br />°° <br />C:) <br />g <br />z <br />a z <br />= <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAN D <br />VERSION NO. 10 <br />SHEET NO. <br />3.1 <br />