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A I I 1 1 11 1 1 _ _. <br />L I I I 1 11 1 1 I __L__1 I I I __ 1. . l _ _1 _ __ _ _ _ <br />Ill . . —I I 1 11111 I , I 1 11 1 1 1. __ _ _. r <br />00 <br />C7�1V <br />00 <br />00 <br />CV <br />n <br />12 <br />V <br />12 <br />—L_ <br />IF I <br />—--1— — — �— 111 x 4" SMOOTH <br />- _ TEXTURED <br />-- —-- — — — TRIM / BAND <br />T.O.P. -_ ---� , _;__ - - <br />---- -- <br />I HGT. <br />I <br />I <br />1 If`l n rl n_1 In1 �l <br />l�I`—!i1��I&— '�I Iul�lu Sul®lU1 1"x12"SMOOTH <br />25 SH w 12 25 SH 25 SH TEXTURED <br />w 2nd FIN. _ 5 TRIM BAND <br />, <br />_--_. _ _ <br />FLR. <br />T.O.M. — CD <br />-- --� _ _--� <br />HDR HGT. <br />711 <br />I I <br />5 - - �� -- F1 <br />ll F-7 <br />F.FL. I I <br />--— — — — — — — <br />-------- ----- -- — <br />­1 <br />F21 <br />FRONT ELEVATION - 131 <br />12 <br />LEFT ELEVATION <br />SCALE: 1/4"=1'-0" <br />------- T.O.P. <br />------- HDR HGT. <br />2nd FIN. <br />FLR. <br />------- T.O.M. <br />HDR HGT. <br />F.FL. <br />- B1 <br />SCALE: 1 /4"=V-0" <br />CV <br />ti <br />00 <br />11 <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 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 / SO. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />(Sq. Ft- Soffit Needed) x 7 = (Sq. In. Needed)172 = Amount of O'Hagln 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) 18625 = Amount of O'Hagin Vents Needed <br />C� <br />z <br />l�l <br />Q <br />CDz <br />(D <br />0 <br />W <br />+ J u, <br />111 <br />� c <br />l/ i <br />TMU <br />0 <br />o <br />in M <br />`� M <br />Wm <br />r f- <br />C f6 M <br />O o N <br />yt ZY.E } T <br />U <br />°D <br />aD <br />0 M <br />� <br />o, <br />A <br />' <br />De <br />N c H <br />B <br />o <br />�.. fA'..N <br />� Ml <br />,Q. <br />a- <br />W <br />1-4 <br />L Z� <br />t <br />W <q. <br />N <br />o <br />0 �.� <br />�'� <br />To the best of the Engineer's know) d , Information, and <br />belief, the structural plans and spec' Lions contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />z CV <br />O N N <br />t'-4 O <br />I> O <br />M <br />Q -0 <br />d- <br />t1 to L <br />Ln <br />LL <br />tl:e U M <br />Q CL 00 <br />u <br />zfd <br />W <br />J � <br />d' <br />R <br />W <br />Za <br />f a <br />W <br />z <br />z O <br />ce <br />g W <br />Z <br />� W <br />Q <br />0�a8 <br />W <br />J <br />W <br />z <br />O <br />U-) <br />� <br />z <br />'a <br />N <br />3 <br />U <br />o <br />N <br />0 <br />u <br />Zw <br />Q <br />Lu <br />�Ser <br />00 <br />J <br />Z <br />0 <br />r <br />OLJL pp�� <br />Z - 2 =J <br />zcic <br />Q <br />Szo <br />Z <br />N <br />N <br />S �o <br />w <br />J <br />� <br />rl <br />w <br />Q <br />W <br />z <br />1 2�; <br />�a <br />z� <br />$ ~ ��Z <br />M <br />c) <br />z <br />t <br />rb <br />O <br />00 <br />g <br />= <br />w <br />rn <br />T__I <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAM ES <br />VERSION NO' 2z0 <br />SHEET NO. <br />3.1 <br />�1 <br />Ohl <br />r, <br />r' <br />