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0 <br />0o <br />c <br />a� <br />HEEL <br />T.O.M. - <br />HDR HGT. <br />8"x8" SMOOTH <br />TEXTURES CORBELS - <br />1" x 9" SMOOTH <br />TEXTURED 12 <br />FREEZE BAND <br />5 <br />12 <br />5 <br />� 1 14'-0" RIDGE VENT <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />- - - - SPECIFICATIONS <br />--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- -I <br />DF71EIDDOOD0 FD_ I D F17 7E1 E I F � 111 1 <br />' <br />D D El _ [71 El El [71 <br />E-A F �_ ff 7117 -7 F-71 r7_1 E �_ F 7-L -------------- <br />12 <br />00 <br />LID <br />C) <br />5 <br />-J l T-0" RIDGE VENT <br />0 <br />N <br />W <br />Y <br />FRONT ELEVATION - B1 <br />LEFT ELEVATION - B1 <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 wl 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 ventitated.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 SO. IN, OF NET FREE AREA /LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO, IN, OF NET FREE AREA UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />tJ `� <br />zo <br />—o <br />z�z <br />a <br />U, z <br />Ln <br />a) C <br />4--J w <br />�V — <br />O`J <br />y <br />m N <br />~ E <br />W O cco <br />o00 <br />✓ <br />L <br />ao <br />LL-00 <br />o rd <br />0 <br />�1 rn <br />N o-o <br />"0 Qvv <br />rn Q o <br />Al I <br />B D. <br />E <br />N,� <br />'1 <br />N N <br />V 00 <br />6 <br />Z LU Z z <br />U) <br />g w <br />W N w <br />W � 1! L <br />f <br />Z O �0 CO <br />LL."r 014 <br />AM <br />O <br />z <br />., F <br />AR O F E SSA O <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 />Engineers 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 />z Q <br />aco � <br />SF <br />z <br />w¢ceW <br />v Z O <br />O <br />QO <br />Z UW Z Z <br />r=ryyowz <br />C d � J <br />M <br />'< <br />8�� <br />w�FF-N <br />W <br />L <br />�J <br />W <br />Zzz <br />} U <br />E <br />LU <br />Z <br />Z <br />`' <br />V <br />0 <br />0 <br />J W <br />00 dz <br />z <br />¢ U U <br />f O <br />-` <br />O <br />U <br />t'V <br />LL <br />J <br />zaza <br />ILL'a� <br />Q ¢ w W <br />28- <br />Z <br />Z <br />0 <br />aR <br />W <br />az <br />rl <br />LJj <br />5- <br />GLnH< <br />Q <br />L <br /><az <br />M <br />Z <br />Z <br />z <br />Rz <br />m <br />Z <br />W <br />�o <br />�z <br />rn <br />6 <br />2 <br />¢� <br />r-I <br />t- <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 11 /2/2018 <br />TECH: KFRAZER <br />VERSION NO. 4mO <br />SHEET NO. <br />3.1 <br />