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rn <br />c <br />a� <br />v <br />-a <br />to <br />0 <br />0 <br />0 <br />Z. <br />c"I <br />(M <br />tp <br />to <br />I <br />rn <br />m <br />c <br />v <br />S <br />rn <br />c <br />tz <br />a <br />rn <br />N <br />O <br />[Z <br />E <br />H <br />CD <br />E <br />0 <br />l- <br />C <br />C <br />J <br />d <br />ti <br />U <br />O <br />C.Jo <br />.w <br />a <br />0 <br />a <br />n: <br />S <br />J <br />N <br />ti <br />C7) <br />N <br />as <br />0 <br />0 <br />a <br />rn <br />0 <br />N <br />15 <br />W <br />> <br />12 <br />5� <br />HEEL <br />TT_ <br />T.O.M. <br />HDR HGT. <br />TEXTURED <br />o CEMENTICIOUS <br />FINISH ON C.M.U. <br />80 °O (TYP.) <br />zo <br />RFL.----1------`�----- <br />--------------- <br />12 <br />5� <br />-------1-7-1 I.-011----------------------------- <br />N in <br />1 <br />14'-0" RIDGE VENT <br />01110-11MININININIFE7 <br />MINININININININ7 <br />M�INININININIIEI <br />12 <br />zz::::�5 <br />15'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />Oil <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 ao <br />FINISH ON C.M.U. zo <br />(TYP.) <br />— _ F.FL. <br />N <br />LEFT ELEVATION - Al <br />1 /4"=1' <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 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <br />0 <br />0 <br />M � <br />Z N O <br />! — <br />� g <br />J M <br />Ci N <br />M <br />z W <br />N a <br />CD � <br />Cz <br />fly <br />T U% Y <br />fC3 w 0 <br />� a <br />'a'C,• <br />J <br />O W~ <br />In c E <br />to <br />� � o <br />U <br />— omin g <br />V o <br />¢ Y <br />N �D <br />Z�o m <br />ii h o w o w Z <br />Z <br />M O� � a <br />"1' w <br />LU Q 10111 <br />+ <br />LLMM_ <br />� <br />+. 0, 4 <br />+ Fa+ <br />4.11 <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 ath 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 />d <br />to <br />w <br />z <br />Mz <br />o <br />J <br />ctr Q E <br />E ° <br />zo <br />o° <br />>m <br />Zry <br />Z® <br />~ <br />�= <br />oa <br />Wca � <br />00 <br />0 <br />zE <br />E)� <br />N <br />d) L <br />a1 <br />o <br />� zo <br />¢ o <br />a <br />Ig <br />W 2 <br />=3 r0 <br />� _x <br />z <br />�m <br />m O <br />OLL <br />>Z <br />z <br />to J <br />Cn <br />¢ ° <br />z <br />OLL� <br />� W <br />�z <br />CD <br />J W <br />w¢ <br />O 0 <br />�O <br />O <br />CO <br />� <br />z¢ <br />d 2 <br />�3 <br />C O <br />0 <br />L <br />>> <br />L0 <br />0 <br />0 <br />�•+� <br />0 <br />Q <br />co <br />L2 .0 <br />o <br />^1 m <br />T <br />� Q � <br />•� <br />T <br />0 <br />r <br />It O <br />T 1 Coo) <br />� <br />T <br />a� <br />O co CV <br />0 <br />o <br />Z <br />z <br />c <br />:3 � <br />E p a <br />E ui <br />a <br />U 0 Q p <br />� <br />JOB <br />NO: 19-5892 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />