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rn <br />3 <br />c <br />N <br />v <br />0 <br />rn <br />N <br />co <br />X) <br />I <br />rn <br />. j <br />m <br />rn <br />a> <br />v <br />S <br />M <br />0 <br />0 <br />J <br />O <br />cV <br />co <br />Ln <br />I <br />rn <br />a> <br />it <br />'s <br />`o <br />3 <br />rn <br />0 <br />CV <br />0 <br />E <br />E <br />0 <br />Cl- <br />L <br />v <br />t� <br />0 <br />0 <br />UI <br />U <br />v <br />O <br />U <br />7 <br />Z <br />in <br />I <br />Y <br />/ <br />C <br />0 <br />v <br />J <br />ID <br />L7 <br />N <br />co <br />00 <br />c3 <br />v <br />0 <br />0 <br />00 <br />v <br />.a <br />0 <br />Z <br />0 <br />m <br />rn <br />0 <br />bo <br />M. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. —� <br />SPECIFICATIONS <br />1 1-011 <br />1" x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. 109< <br />12 <br />5� <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />-------------- HEEL <br />u u u u < - <br />12 F30 00 <br />■�_ <br />_ __,T.O.M. <br />TEXTURED <br />• <br />FINISH ON .1 .. <br />111 ETNE 10 1 FE1 I I <br />+3" SMOOTH <br />\—TEXTURED BAND <br />T-0" RIDGE VENT <br />12 <br />5� <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />SILL <br />A <br />t* <br />PROFILE ELEVATION <br />1 DECORATIVE SILL <br />FRONT ELEVATION - 61 <br />SCALE'. 1l4"=1'.0" <br />HDR HGT. <br />------------------------------------------ ------------------- --- --------------------------------------------1_0------------ <br />7-0"TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F. FL. <br />RIGHT ELEVATION - 61 <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 -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 61h 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 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 />• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. <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 />T� <br />I oil <br />t <br />0 <br />z� <br />o <br />z�z <br />Q <br />a <br />Z <br />QW <br />�U — <br />O W <br />m <br />o <br />�V) e— <br />� U <br />a^ <br />COW <br />t— <br />M <br />c os co <br />tV -0 M <br />N <br />0 0 � <br />I. Grp „llui� U <br />LL co <br />U) <br />o <br />Q 0)Lo <br />fl-o <br />Qv <br />rn Q o <br />BD® <br />NNC� <br />N �O <br />O O N <br />ZW MN 4z w z <br />w� <br />LL <br />co <br />Wcu <br />W V <br />Chz <br />Q o ¢ o <br />0 U) N C N O onO — <br />NLL <br />N <br />au <br />F.SE N ElE J <br />Wl�' <br />r J\� <br />l�J..l <br />F�� <br />t <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 />Engineers signature and seal. <br />L <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />tt0 <br />ui <br />wa <br />za <br />f <br />vJ <br />z <br />W¢Q�Of <br />zoo <br />O <br />oo�� <br />�ozz <br />d <br />`J <br />I <br />O W � O <br />m OO <br />'" I"' <br />i <br />rA' <br />J <br />� <br />z o <br />r U �z <br />ce <br />i� <br />F- <br />5 <br />0 <br />� <br />0 <br />a <br />J W <br />.9 <br />U <br />T� <br />Q <br />000 <br /><YP <br />I- <br />O <br />J <br />z <br />�o- <br />O <br />V 0 <br />g <br />N <br />Z<zz <br />W <br />Z <br />Z <br />� <br />00u-0 <br />2'2� <br />LU <br />L11 <br />,-IW <br />W <br />¢ <br />=C7Z0 <br />� V <br />O <br />N <br />a <br />z <br />Z <br />��z <br />ao8 <br />Z <br />m <br />O <br />O� <br />2 <br />f <br />aLU <br />17-1 <br />,- i <br />a <br />Cn <br />o <br />SCALE : AS NOTED <br />DATE : 07/08/2019 <br />TECH: FM <br />VERSION N0. 4mO <br />SHEET NO. <br />3.1 <br />