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J <br />' <br />Q <br />Q <br />E <br />i <br />00 <br />12 <br />ZE�5 <br />T.O.M. <br />1'-O" _ <br />____________ <br />HDRHGT <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. 00 00 <br />(TYP.) <br />— — — 5068 SGD 25 SH 25 SH <br />F.FL. <br />---— — — — — — — — — ------------------------------------------------------------, <br />12 <br />5 <br />4'-0" RIDGE VENT <br />12 <br />5[,,-' <br />16-0" RIDGE VENT <br />HEEL <br />5 <br />T.O.M. <br />- --- ----------------------- <br />2'-0" <br />HDR HGT. <br />— —----------------------------- —--------- ---------------------- <br />TEXTURED <br />o CEMENTICIOUS <br />r _ <br />co co FINISH ON C.M.U. <br />zp (TYP.) <br />--------------------------------------- -- - - -- <br />11-011 <br />TEXTURED 10 2'-0" 01 <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />35 SH <br />F. FL. <br />---- ------------------------------ ------------------------------------------------------------------------------------ ------ <br />REAR ELEVATION - Al <br />RIGHT ELEVATION - Al <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 -Resistive Barriers. <br />Water -resistive 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 (paper <br />backed 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 constructions 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 lomted 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 FOLLOWNG 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />U <br />zo <br />z� <br />z <br />a <br />U) z <br />N <br />w <br />Oro <br />Q <br />U — <br />"'T <br />OU <br />illru <br />� <br />2� <br />m <br />w � <br />®1--- <br />N M <br />La 2 <br />_ <br />U <br />O N <br />t� o <br />C <br />¢ rn <br />c� o <br />: <br />d <br />A I <br />B D. <br />N . - <br />V-F <br />*I <br />N •O <br />�ZWN Z fez <br />�y M <br />L � � s w <br />W LIE� <br />a <br />_ , a <br />zU <br />O o <br />L M <br />`, . <br />D ❑ <br />. om' <br />` J <br />//* 'R O F E SS�O �•� <br />/ rt+flltjlt,�Y. <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. Engineers 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 />9 <br />W� <br />za <br />Wa <br />6z$o <br />z <br />O�" <br />cog <br />2 <br />J <br />L U <br />oLu <br />EL <br />LU <br />zZ <br />a <br />_ <br />bp"z <br />O� <br />W196 <br />1� <br />t< <br />Z <br />^� <br />Z <br />.J <br />Q <br />lJ.l� <br />Z <br />V <br />W <br />M <br />z <br />tu- <br />0 <br />' <br />00 <br />2 <br />W <br />f <br />,-i <br />0- <br />In <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION No' 4n0 <br />SHEET NO. <br />3.2 <br />