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rn <br />3 <br />iY <br />-O <br />0 <br />h <br />rn <br />• LO <br />LO <br />I <br />5 <br />m <br />a' <br />5 <br />-o <br />cc <br />0 <br />0 <br />J <br />LO <br />LO <br />I <br />D7 <br />a! <br />s <br />c <br />a� <br />v <br />S <br />�v+ <br />c <br />-L <br />3 <br />U <br />Q <br />rn <br />0 <br />E <br />H <br />E <br />S <br />CI <br />J <br />N <br />LZ <br />In <br />0 <br />c <br />0 <br />U <br />'o <br />c <br />0 <br />-U <br />J <br />r7 <br />O] <br />N <br />0 <br />0 <br />a <br />O <br />N <br />N <br />0 <br />m <br />(N <br />O <br />bo <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />T n KA <br />12 <br />5[� <br />12 <br />T-0" RIDGE VENT 5 <br />L 4' <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED — <br />ON DOOR <br />14'-0" RIDGE VENT <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 />3 TAB SHINGLES. ROOF <br />R703.7.3 Water -Resistive Barriers. <br />INSTALLED AS PER MANUF. <br />Water -resistive barriers shall be installed where cement plaster <br />6'-0° ; — SPECIFICATIONS <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />- — — — — — — — <br />shall be installed independently such that each layer provides a <br />y® <br />separate continuous plane and any flashing intended to drain to <br />— _ — — — _ — — — <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />TEXTURED <br />1. Two layers of an approved water resistant barrier material in <br />CEMENTICIOUS <br />CEMENTICIOUS <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paper <br />FINISH C.M.U. <br />backed stucco lath) over an approved synthetic house wrap. <br />(TYP.) <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 />— — — — — — — — — — — — — — — <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 />12 <br />�5 <br />REAR ELEVATION - B1 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. 1 r-Off V-0° <br />-- —-------------- — --- -- —--------- ------ ---- ---------------- <br />1'-0" <br />TEXTURED <br />CEMENTICIOUS <br />TEXTURED FINISH ON C.M.U. 2-0" <br />01 <br />ap CEMENTICIOUS (TYP.) <br />(o FINISH ON C.M.U. <br />(TYP.) <br />F.FL. — <br />-------------------------------------------------------------------------------------------------------------------------------- <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />SCALE: 1 /4"= V-0" <br />RIGHT ELEVATION - B1. <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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />0 <br />z N O <br />z � N <br />� N <br />M <br />to z v <br />4.1 U o <br />LLL <br />Cz <br />Cn Y <br />C6 r.,., S <br />U a <br />'Its <br />'�'C• <br />0 T <br />w t— <br />tn c E <br />N <br />� <br />U 00 <br />�— [2 E <br />o R <br />o <br />vW om <br />Lv a' a� <br />m <br />�m <br />N �O <br />LU g o N <br />o w Z <br />Z W <br />LU N a <br />' ry 7s <br />f ' <br />LU V p G] 9 <br />ia m m o¢ � d <br />0 <br />N C N O <br />z <br />LL Q rn <br />W N <br />``IN <br />a <br />O� <br />< <br />R" <br />''R O F E S S`��,1\*-' � <br />Jr�rl't!f l: l l { 3l441� <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 />Engineers signature and seal, <br />CD <br />o <br />� <br />w <br />z <br />M <br />2J2 <br />os <br />z¢ <br />LJL <br />Q E <br />OV <br />ECo <br />zo <br />oLL <br />>m <br />ze <br />oa <br />i- M <br />_ <br />o <br />X� <br />az <br />0 O <br />o <br />°Z <br />N @ <br />L <br />wo <br />< <br />a <br />0w <br />ra <br />p <br />y <br />U <br />m a <br />O <br />z <br />aw <br />NORa <br />N <br />Q 3 <br />F <br />0'. ¢ <br />zz <br />g O <br />w <br />3 <br />�2 <br />�k <br />JCD <br />o <br />as <br />�o <br />� <br />¢ <br />zIa <br />OU � <br />c C:)0 <br />.N <br />> <br />nL1 <br />`W <br />/ <br />•- <br />(� <br />M <br />�1 <br />r <br />> <br />T <br />0 <br />< <br />C U <br />2 <br />_ <br />C <br />Q <br />+-+ T- <br />/�\ <br />— <br />� <br />T <br />.T� J O <br />LO <br />T <br />i 0 0r0 N <br />O' <br />T <br />@ <br />M <br />N <br />� r �; <br />o <br />z <br />z <br />E O <br />E <br />r`p <br />c <br />d <br />U J Q 0 <br />3 <br />JOB <br />NO: 19-5335 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />