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L <br />02 <br />tR <br />a <br />w <br />N <br />E <br />E <br />x <br />tttttt■ <br />T.O.M. <br />HDR HGT. <br />- — — — --------------- — — — — — — — — — — — — — -- <br />EXTENDED <br />OVERHANG TO BE <br />TEXTURED CENTERED ON DOOR <br />O - <br />CEMENTICIOUS <br />TFIN00 0D ISH ON C.M.U. <br />(TYP.) <br />25 SH 25 SH <br />F.FL. _ _ _ _ —5068 SGD <br />16'-0" RIDGE VENT <br />12 <br />5� <br />-- — — ------------------------------------------ <br />1'-0" <br />2'-0" 01 lot <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />�5 <br />12 <br />zz:::�15 <br />4'-0" RIDGE VENT <br />12 <br />�5 <br />REAR ELEVATION - Al <br />-- —_--- HEEL , <br />�5 N <br />T.O.M. <br />---------------------- -- —, <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS O <br />FINISH ON C.M.U. co co <br />(TYP.) is <br />35 SH <br />]_[ ____ F.FL. <br />----------------------------------------------------------------------------------- —----------------------------- <br />SCALE: 1 /4"=1'-0" <br />LEFT ELEVATION - Al <br />SCALE: 1/4"=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-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 1500 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 pant of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />"CALCULATIONS BASED ON THE FOLLOWNG 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 80. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO, FT. <br />z� <br />z�® <br />a <br />z <br />tJ C9 <br />0 <br />C <br />w <br />�V — <br />Ow <br />Ch c <br />�yj � <br />U <br />w <br />i� ~ <br />M <br />m N <br />" ch <br />C1y004 <br />N <br />�j <br />0 <br />L SILK a <br />5 -00 <br />Q o <br />MID. <br />NN C� <br />„I/17 <br />N_ D <br />pp N <br />I� ' U z Ei Z <br />W a <br />10Z_ =�;� <br />W V a� <br />0LL\�� <br />X <br />•..Eom <br />� �: <br />r0 d <br />P <br />�R O F E S S' O` \� <br />/'r1/f1111{{t1���1 <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 Flodda Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />O� <br />a. <br />�.9Ir <br />0 <br />" <br />W <br />J <br />J <br />N <br />® <br />L <br />� <br />�� <br />W <br />LU <br />Z <br />� <br />C <br />< <br />0 <br />W <br />o <br />Q <br />< <br />. <br />F <br />O <br />TT� <br />V , <br />� <br />r�P <br />Ey o <br />�a <br />DC <br />Z <br />a c <br />Z <br />J <br />rl <br />' <br />Q <br />W <br />Z� <br />o <br />zUJI <br />N <br />*t: <br />t�0 <br />O <br />00 <br />Z <br />g <br />tj <br />S <br />rn <br />T-4 <br />0- <br />1 U) I <br />a <br />SCALE : AS NOTED <br />DATE : 6/19/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />3.2 <br />