Laserfiche WebLink
IN <br />(+1") 6" SMOOTH - <br />TEXTURED BAND <br />T.O.M. — _ <br />HDR HGT_ — — — <br />F.FL. _ _ _ _ <br />12 <br />5� <br />12 <br />5� <br />12 <br />�5 <br />24'-0" RIDGE VENT <br />FRONT ELEVATION - B1 <br />SCALE: 11,4._,.-0. <br />--- T.O.M. <br />Tn <br />---------------------------------------- HDR HGT. <br />TEXTURED <br />AV <br />CEMENTICIOUS o <br />FINISH ON C.M.U. oo 00 <br />(TYP.) Fb <br />25 SH 25 SH <br />------------------------------------------------------------------------------------------------------------------------- F.FL. <br />LEFT ELEVATION <br />- B1. <br />1 /4"=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 -Resistive Barriers. <br />Water -resistive 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 (paper <br />backed 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 constructions 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 FOLLOVVING 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 / SO. FT. <br />t� <br />0 � <br />0 <br />Q <br />Q <br />F� <br />c7 � <br />z N 8 <br />Z o <br />a <br />z Z <br />:n a <br />n' `o <br />W LL <br />Cn <br />(� w fl <br />0 <br />� Q <br />w <br />0-' N C_-EN � <br />U 00 <br />m <br />,— o E <br />— o g <br />I <br />1I y <br />U o <br />U) <br />• <br />�0 <br />¢ 0 <br />sm <br />N �O <br />-+ N <br />v g a d d w z <br />z <br />0? <br />ra NLL ov ion a w <br />LU <br />Z C <br />—� cn <br />®'fir <br />• <br />J �v� <br />Z <br />�,� �"~• Ci <br />C4 <br />• M <br />0 <br />OF <br />�e�� <br />� I II <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />o <br />co <br />mQ <br />w <br />z <br />CID. <br />zo <br />LJL <br />Q E <br />OV <br />z ? <br />00 <br />» <br />aR <br />ZO <br />E <br />(o <br />X O <br />oa <br />� O <br />E <br />N <br />L <br />20 <br />Z. <br />Q <br />� z <br />az <br />¢W <br />= (a <br />C <br />- v <br />O <br />Y <br />U <br />�m <br />m <br />O <br />01 <br />2 'Ez <br />z <br />co <br />z <br />O <br />Q <br />U <br />O4� <br /><.g <br />ao <br />a <br />w? <br />=G <br />C=)O <br />ozC <br />u <br />�F <br />�� <br />Mill <br />ZG <br />a <br />OU3 <br />0 <br />O <br />nL1 <br />W <br />/`J > <br />O•- <br />O <br />.� <br />0 <br />co <br />U <br />° <br />r1%1 <br />_ <br />O <br />o <br />r <br />• <br />T <br />N O <br />Cfl N N <br />r <br />ui <br />m <br />CD <br />M N <br />O <br />o <br />Z <br />Z <br />iri <br />E <br />m <br />c <br />a <br />U � Q p <br />c <br />� <br />JOB <br />NO: 19-5893 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />