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1 <br />EIE <br />0 <br />U <br />E <br />3 <br />I <br />00 <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 />F20 <br />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />- -- <br />` _ <br />�-_ -- <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />12 _ _, �� <br />—_- <br />1" x 9" SMOOTH <br />All Lath and lath attachments shall be of corrosion -resistant <br />5� <br />—= 12 , _r <br />_ _ .- <br />12 TEXTURED <br />materials. Attached per ASTM C 1063. <br />— _ <br />-- <br />FREEZE <br />EEZE BAND <br />5 <br />F5 <br />R703.7.2 Plaster. <br />HEEL <br />port be not less thanthre <br />Plastering wl land cement plaster shall e <br />.---------------------- <br />coats when over meta lath or wire <br />n applied re lath and shall be not <br />r - <br />less than two coats when applied over masonry, concrete. <br />3 TAB SHINGLES. ROOF <br />-- - �- - 1 <br />-- <br />- <br />-- -- - - <br />co <br />R703.7.3 Water -Resistive Barriers. <br />INSTALLED AS PER MANUF. <br />�� <br />=- - - - <br />'T <br />12 <br />` — -- <br />F5 co <br />Water -resistive barriers shall be installed where cement plaster <br />SPECIFICATIONS <br />_y "— -`"` <br />s1 L 1 <br />(stucco) is to be applied over wood -based sheathing, shall include <br />�T <br />_ <br />, <br />T.O.M.water-resistivea <br />vapor permea l barrier. individual 'ua I layers <br />shall be installed independently such that each layer provides a <br />11-0" <br />- <br />- <br />separate continuous plane and any flashing intended to drain to <br />- HDR HGT. <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />�1. <br />1 FDA ❑El <br />El �_ <br />❑ ❑ <br />Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />1" x 9" SMOOTH <br />-_ <br />TEXTURED <br />2. One layer of an approved water -resistive barrier (paper <br />TEXTURED <br />HEAD / BAND <br />171 [71 FD_ <br />CE FINISH ON C.M.IOUS <br />FINISH ON C.M.U. _ <br />00 <br />o <br />' <br />00 <br />backed stucco lath) over an approved synthetic house wrap. <br />Lam-,:: !I ICI <br />� <br />(7YP.) <br />R703.4 Flashing. <br />- - - <br />■ ❑ LE FFDI <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion In a manner to prevent entry of water into the wall <br />I I <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />F.FL. <br />• Exterior window/door openings. <br />- - - - - - - - <br />-- <br />-- <br />-- <br />-- <br />-- <br />-- <br />-- <br />-- <br />-- <br />- <br />------------------- <br />— <br />-------- <br />- <br />- - - <br />• Intersection of chimneys or other masonry constructions with <br />- <br />- <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />+3" SMOOTH <br />and sills. <br />TEXTURED BAND <br />F2 <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 />FRONT ELEVATION B <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Uppervantilators 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 />- <br />SCALE: 1 /4"'-O" <br />"CALCULATIONS BASED ON THE FOLLONANG VALUES, SEE ROOF PLAN- <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. 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 / SO. FT, <br />14'-0" RIDGE VENT <br />12 <br />T-O" RIDGE VENT <br />- <br />..7: <br />12 <br />5 <br />T - <br />1 <br />12 .:. �..��_.- <br />��T�L._�,y.--..,-_ r -- ._. _.----+.-�-�...r�-"�3._.w-•--.._ <br />yr.-..L <br />�L �.-�.t-�`:.L---- <br />3 TAB SHINGLES. ROOF <br />-- <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS— <br />T.O.M. <br />__ <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />_0 ------------------------------------------ -- ------ <br />2'-0" <br />RIGHT ELEVATION - 131 <br />U <br />z� <br />z <br />a <br />U) zClLn CD <br />Q) <br />N <br />4--i w <br />�U <br />Ow <br />U <br />w <br />C'U m� <br />N M <br />Cn <br />I�naa�E <br />� ao <br /><rn <br />v <br />u� <br />ci Q ci <br />Q D. <br />�•��//"" <br />N N <br />cn o0 <br />LU <br />U) I— -. <br />aW <br />iLL P <br />UA <br />in LU <br />C< <br />Zwtw <br />H-S <br />m <br />m o rn y <br />HIE <br />Z <br />Q N <br />W NaM- o <br />LLV <br />O U U O <br />WWW.FDS OM <br />``�%`t\ <br />\ - C1 NI NIT <br />. � J i <br />< O -'r: _2 <br />•�� F4'\. <br />r <br />r/rflllttitl',\�\� <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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />za <br />U <br />a <br />z <br />O <br />rHo <br />��U <br />Lu <br />J <br />A <br />WF <br />pw�pm <br />W <br />DC <br />F_ <br />LU <br />Z <br />C <br />N <br />�.� <br />0 <br />U <br />^ 3 <br />f <br />E <br />_0��}.. <br />0 <br />V <br />0 <br />z <br />U <br />Q <br />9Z <br />o . <br />z <br />195 <br />O <br />ti0 <br /># <br />^ <br />U_ <br />�w <br />c <br />Z <br />W <br />L0 <br />lJJ <br />Z <br />$8 <br />C)Z <br />m <br />Lr) <br />Z <br />4 <br />LU <br />5 <br />� <br />('� <br />^� <br />J <br />T <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />3.1 <br />