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r.. <br />00 <br />m <br />rn <br />c <br />CD <br />v <br />S <br />0 <br />0 <br />0 <br />0 <br />J <br />Q) <br />00 <br />00 <br />LO <br />L <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />3 TAB SHINGLES. ROOF —� <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />--r54_ <br />HDR HGT. <br />o <br />- - <br />TEXTURED <br />00 <br />00 <br />CEMENTICIOUS <br />—� <br />�p <br />FINISH ON C.M.U. <br />(TYP.) <br />C <br />a <br />TC)M -- <br />_ 7 7 1'=0" - - - <br />12 <br />T-0" RIDGE VENT 5� <br />12 <br />5� <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED - <br />ON DOOR <br />14'-0" RIDGE <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />6'-0" t� SPECIFICATIONS <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />12 <br />�5 <br />REAR ELEVATION - B1 <br />----------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — —-------- <br />1'-0" <br />0. TEXTURED <br />CEMENTICIOUS 01 <br />FINISH ON C.M.U. e 2'-0" 01 <br />(TYP. ) <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />SCALE: 1 /4"=V-0" <br />RIGHT ELEVATION - B1. <br />SCALE'. 114"=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 ventlated.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 verged 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 />G� <br />L <br />r, <br />® Q <br />n <br />Q <br />Ml_ <br />— IN Mo <br />co o <br />m <br />a) _J <br />d Nlime <br />C"I'll <br />— n <br />U) z <br />c/'1 = <br />o <br />U U_ <br />Cz <br />W o <br />0 <br />o a <br />V) c E <br />o <br />F— <br />U°C <br />W m <br />ti— o <br />04, <br />x <br />U 0 <br />U)¢ <br />41m, <br />iN- N <br />f 1 m <br />Z LU 9zo j a <br />U) <br />LL o <br />v R� w <br />`W Q ° ELL �W a <br />Z Q �`nQ a� o <br />LLM z <br />1 <br />s <br />y'°• F e <br />F E S S\c'® <br />To the best of the Engineers 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. Engineers 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 />C{) <br />a <br />w <br />Z <br />U_�o <br />cb E <br />Q <br />E <br />oo <br />F z <br />» <br />¢o <br />_® <br />O a <br />cu 'd <br />n <br />— <br />i 00 <br />o< <br />U O <br />'0 <br />z <br />O E <br />N <br />t <br />a p <br />¢o <br /><o <br />d Z <br />�� <br />z <br />rp <br />C <br />C <br />U <br />q0 <br />m� <br />0 <br />Oa <br />Z <br />J <br />?� <br />Q <br />o <br />OLL LL <br />z <br />50 <br />a <br />N W <br />U <br />CD <br />�0 <br />a� <br />1� <br />MilliO <br />O <br /><� <br />w< <br />�o <br />0 <br />zzla <br />3 <br />G O <br />0 <br />a0)i <br />^L1 <br />W <br />> <br />L <br />_ <br />0 <br />C:)• <br />O <br />U) <br />CD <br /><C <br />n- <br />= 0 <br />m v <br />N <br />� <br />~ <br />n, <br />W 0 <br />3 <br />C� <br />r <br />co <br />r <br />LO <br />T <br />04 <br />0)T <br />a) <br />0M N <br />j O <br />o <br />f0 <br />Z <br />c <br />`—° <br />E O N <br />E <br />Id <br />c <br />o v io <br />U _ Q p <br />a)Il <br />—1 <br />JOB NO: 19-5889 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />