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LII ''I I , P'J"' 11'r I I LL - — --- 1 -- ---._ I - - -- <br />A� <br />N <br />G. <br />E <br />CD <br />0 <br />x <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 />12 12 All Lath and lath attachments shall be of corrosion -resistant <br />5 5 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 />T.O.M. 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 />HDR HGT. — shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />EXTENDED IN the water -resistive barrier is directed between the layers. The <br />OVERHANG TO IBE barriers shall consist of one of the following. <br />CENTERED ON 1. Two layers of an approved water resistant barrier material in <br />TEXTURED <br />p accordance with R703.2. <br />CEMENTICIOUS 2. One layer of an approved water -resistive barrier (paperbacked <br />oo oo FINISH ON C.M.U. <br />(TYP.) stucco lath) over an approved synthetic house wrap. <br />R703.4 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />25 SH 25 SH shingle -fashion in a manner to prevent entry of water into the wall <br />5068 cavity or penetration of water to the building structural framing <br />F.FL. 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 />REAR ELEVATION B but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Upperuentilators 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 />SCALE: 1 /4"-1'-O" <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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. <br />28'-0" RIDGE VENT <br />12 <br />5� <br />---- --- T.O.M. <br />A'—E10--------------- --- HDR HGT. <br />2'-6" <br />10 <br />21-0" TEXTURED TEXTURED _ <br />CEMENTICIOUS CEMENTICIOUS O <br />FINISH ON C.M.U. FINISH ON C.M.U. co 00 <br />(TYP.) (TYP.) is <br />35 SH <br />------------------ ------ ------------------------------------- <br />LEFT ELEVATION - 131 <br />U <br />zo <br />CO <br />z� <br />z <br />Q <br />CD <br />CZto <br />�.+ w <br />•u — <br />Ow <br />� <br />E <br />m N <br />LU <br />N M <br />C" <br />C').1 <br />C N <br />OC L'L CD <br />Co <br />o <br />'� o <br />i <br />D D• <br />N �O <br />� � N <br />0 I Z z <br />Z N � z � z <br />/H _ M <br />cn�u <br />Q W O ¢� <br />Z � 24- a o <br />r C C. <br />co ca <br />,INNS QQ`�� ....• " T v♦ <br />�~ WWi7.F•• Nt•• <br />�I • XYGj�� Q•; <br />— <br />�: � \"LPL Q � <br />�0 <br />o� <br />_ <br />.' ., <br />O <br />F c SS <br />/ lP r) �\\ <br />/ Illllltll <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. 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 />€o6 <br />3� <br />Z 2 <br />C <br />z <br />air w� <br />'zoo <br />_O <br />g "1 <br />V <br />Q <br />2 <br />M O '� Iz <br />W <br />(C <br />W <br />o��o <br />"��© <br />L <br />J <br />W <br />z <br />zZ <br />Q <br />o <br />z <br />a <br />w <br />U <br />T� <br />< <br />u 00 <br />Q P <br />F � <br />_J <br />0*1 <br />W <br />o m � <br />g< z� <br />z <br />J <br />Ln <br />W <br />a <br /><ZU <br />W <br />Q <br />Q <br />Z <br />$� <br />wig <br />"a <br />M <br />N <br />t.O <br />Z <br /><zS <br />0 <br />m <br />O <br />t <br />Z <br />LU <br />J z <br />� w <br />,--t <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION No' 4n0 <br />SHEET NO. <br />3.2 <br />