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TYP. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />12 <br />5� <br />1" __1_ - — — — — — — — — — — <br />x 10" SMOOTH <br />TEXTURED <br />4' OFFRIDGE VENT <br />1" x 6" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />I <br />I <br />_- <br />TYP <br />ism <br />_ HEEL HEIGHT <br />T.O.P. <br />HDR. HGT <br />TEXTURED <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYP.) <br />_ <br />2nd FIN. FLR. — <br />------T.O.M. <br />— <br />I <br />HDR HGT. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />----------F.FL. <br />I <br />0 <br />ti <br />-100 <br />0 <br />M� <br />00 <br />60 <br />HEEL HEIGHT <br />— — — — — — — — — — — — - <br />-_-- — — TOP <br />-------- -------------------------------------- HDR. HGT. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYP.) CJ <br />12 <br />3_-52nd FIN. FLR. <br />------- CJ/WEEP T.O.M. <br />T — <br />CEMENTITIOUS <br />FINISH ON C.M.I <br />(TYP.) <br />--------------------------------------------------------------------------------------L----I---------t___A-------F_FL. <br />FRONT ELEVATION - B <br />0 <br />f` <br />00 <br />C' - <br />Eo <br />LEFT ELEVATION - B <br />SCALE: 1 /4"=V-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 construction 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 o <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 />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. 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 />0 <br />C9 <br />Z M <br />0 <br />— o <br />Z N¢ <br />� Q <br />Q <br />rs <br />U) z <br />V) C <br />C <br />Q)m­ <br />W <br />M <br />V — <br />O W <br />D0-1 <br />I— <br />U <br />U) co <br />o N <br />� <br />m N <br />W <br />�� <br />a)c7 M <br />N 400 M <br />_ aaii <br />O o 0 <br />�J O <br />) 05 <br />L ILLCO <br />m <br />OCO <br />4 rn <br />0 CD <br />0. <br />M Q o <br />B D® <br />V <br />X1 <br />N N <br />rn (fl b <br />•w o 8 8 000 <br />O O N <br />��]] <br />W (h (V oOD Z W Z <br />W (D <br />RIO Cr 1. <br />O' �v <br />WI <br />:Z WWI.FDSE om <br />•• <br />• <br />O gS�-- <br />0 <br />fE�'fdttd�ttl�.�l� <br />0 <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 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 />oz <br />�Q <br />za <br />) <br />fF <br />LU < of <br />v <br />z <br />zo0 <br />U <br />O< <br />Z.Z <br />a <br />aw0� <br />N <br />'< <br />1 , •• , <br />w <br />—II <br />W <br />Z <br />}U <br />f <br />W <br />Z <br />Z <br />Z <br />'a <br />141 / <br />N <br />T__q <br />z <br />z <br />�W <br />0 <br />in <br />M <br />Q <br />�� <br />w <br />000 <br />aY� <br />z <br />.86 <br />0m , <br />0 Q <br />(� <br />z Z¢ <br />U �ce <br />0 0 <br />z00 <br />z <br />N <br />WL o <br />�2oaorz <br />W <br />J <br />L r) <br />,-ILJJ <br />Q <br />LJ.j <br />� <br />z <br /><D g z o <br />V) II z � U <br />g�< <br />Z <br />l�D <br />o <br />Z <br />t, <br />o� <br />ca <br />i <br />Z <br />UJ <br />J z <br />rn <br />rn <br />� <br />7-1 <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. <br />SHEET NO. <br />3.1 <br />1 i Ii 111­11 <br />