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(+1") 6" SMOOTH <br />TEXTURED BAND <br />T.O.M. - - <br />HDR HGT. <br />_ F1 <br />O <br />Zo co <br />Z� <br />12 �•-----�1 <br />5 o I II <br />12 <br />�5 <br />--------- -------------- T77r— — __ <br />N Fl I El <br />b <br />F7 E711 El E] E7:1 FE] <br />24'-0" RIDGE VENT <br />FRONT ELEVATION - B1 <br />SCALE: „<.,, A. <br />112, <br />�_ ---1- _�__• �_ <br />� J L <br />�c es. ' <br />_ _ _ — 1_y -- - -- - <br />- - -- _� - — - — -- - __ - -- - - -- - <br />T <br />. <br />--. TOM <br />-B"---------------------------------------------------- HDR HGT. <br />-- -------------------------------------------------- ----- <br />2,_01f ol TEXTURED _ <br />CEMENTICIOUS <br />.U. FINISH ON C.M00 co <br />(TYP.) <br />io <br />25 SH 25 SH <br />F. FL <br />LEFT ELEVATION - B1. <br />SCALE:IIE"=1'-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 />R703.7 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 FOLLOIMNG 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 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. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SO. 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 />u') <br />0 <br />zcl <br />J <br />a <br />z <br />Cz <br />Q) C- <br />4—' Lu <br />f� p <br />•V — <br />O L" <br />N <br />120 <br />E <br />o <br />i� <br />0 <br />U <br />a� M m <br />IJ <br />6i4S , <br />C f6 n <br />C N <br />O <br />�O <br />y _ <br />U� <br />r 200 <br />o@ <br />o- o <br />¢ rn <br />U, <br />ai Q Ci <br />A <br />B <br />1 <br />D. <br />NC <br />�.a. e <br />X11 <br />I i I I. <br />VX tV N <br />�p <br />N <br />CIJ�9 <br />mt U <br />O <br />�y <br />N <br />L <br />_ <br />To the best � <br />of the`E A ,s kno I rmation, and <br />belief, the structural piarfr2i ns contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seat is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />z� <br />O (1) n <br />►>0 <br />M <br />Q 0 Lr) <br />iZ (n •i �' <br />N LL <br />zz <br />�'- <br />U n.00) <br />Q <br />u <br />� <br />� <br />z <br />W <br />�� <br />J <br />oZ <br />Lu <br />za <br />z <br />U Z 8 0 <br />O <br />Z W w C <br />60 <br />Z <br />�w03n <br />W <br />J <br />� <br />go <br />LU <br />U <br />O <br />1� <br />w <br />z <br />-0 <br />of <br />M <br />3 <br />>Lu <br />O <br />U <br />z <br />Q� <br />�Z <br />a <br />oLL <br />ao= <br />(y) <br />0 <br />^, <br />z <br />O <br />U 00 <br />N <br />A <br />I` <br />cc: <br />�!o <br />Z W O� <br />�<za <br />Q <br />�• <br />auJ <br />z <br />N <br />S90 <br />J <br />(V <br />T <br />ao!Z <br />Q <br />c <br />za <br />FZ8 <br />V_ <br />*k <br />Ln <br />O� <br />z <br />z <br />m <br />oo <br />g <br />= <br />�o <br />a z <br />.-t <br />a <br />LO <br />f <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAN D <br />VERSION No' 10 <br />SHEET NO. <br />3.1 <br />