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c <br />a� <br />v <br />v <br />co <br />N <br />O <br />cV <br />f` <br />r <br />iC> <br />co <br />co <br />d- <br />I <br />i <br />m <br />rn <br />s <br />act <br />-v <br />v <br />x <br />tD <br />N <br />0 <br />J <br />coco <br />a - <br />E O <br />= co <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />F. FL. <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />1 r-Orr <br />— — — — — — — — <br />- <br />— — <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />— <br />F1 E [EllEl 1[—::]]0 0 <br />TEXTURED 1" x 9" SMOOTH <br />- <br />H AD/BAND <br />0 El DF1 11 F � I 0 D <br />co <br />E El E D 7E:1 M F1 ❑ <br />— — — — — — — — <br />— <br />— <br />� <br />F=71 <br />F77 <br />17 <br />1 F=71 <br />[771 <br />F <br />— — <br />r <br />— <br />12 <br />5� <br />T-0" RIDGE VENT <br />12 <br />5� <br />PF <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />----- -------------HEEL <br />F5 C? <br />CM <br />— — T.O.M. <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS O <br />FINISH ON C.M.U. 9 <br />(TYP.) -1 <br />co <br />----F.FL. <br />------------------------------ <br />+3" SMOOTH <br />\—TEXTURED BAND F2 <br />14'-0" RIDGE VENT <br />S"§411410111 <br />FRONT ELEVATION - B1_ <br />RIGHT ELEVATION - B1 <br />E: 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 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 />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 SO. IN. OF NET FREE AREA/ SQ. FT. <br />— O <br />z� <br />O <br />z <br />Q <br />"' <br />(DM <br />4--J w <br />U — <br />0 w <br />Cnr- <br />o <br />U <br />CO) CV3 <br />o <br />CO N <br />_ <br />p <br />Uri <br />C @ M <br />z <br />`7i <br />o . 0 <br />U <br />o <br />Q <br />00 <br />o-o <br />m <br />to F,v <br />rn Q o <br />B D• <br />N4C <br />w at <br />Z WIZ z <br />U) F <br />Im Otto' W <br />Lu <br />LY �¢&—, a <br />10z <br />'tov 5 <br />ooc a)4Q 0 <br />" r E �•� Cam] <br />Ell <br />y " .s <br />• <br />r . /� s <br />z J <br />N • �V <-C <br />oclt <br />�a� ( G� <br />�• <br />F <br />'11 <br />®f <br />ej `Will I 1111 kO��� <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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />z¢ <br />zd� <br />U% <br />LU <br />U <br />O< <br />zw�¢¢ <br />z Z <br />Qa0J <br />V 4 Z <br />a O cv <br />w <br />c <br />0 W W N <br />0 <br />W <br />O <br />i <br />J <br />w <br />z00 <br />r <br />f <br />DC <br />z <br />z <br />U <br />0 <br />Q <br />Z <br />a <br />J W <br />�� <br />U <br />= <br />0) <br />Q <br />�� <br />0000 <br />¢VU <br />O <br />2: 0 <br />uJ <br />NCrZ< <br />U Y ¢ <br />1 ` <br />ILL <br />�ja <br />W ¢ 7 <br />Q <br />Z <br />Z <br />+'� <br />WO�o <br />r ORitW ~z <br />J <br />t-I <br />LI_I <br />Q <br />Q <br />Z <br />W <br />pr Y U <br />S~0 <br />Paz <br />N <br />Z <br />U <br />o, z 0 <br />r 1 <br />W <br />1J.1 <br />Z <br />J z <br />¢ E <br />a <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSIQ <br />VERSION NO. 4sO <br />SHEET NO. <br />3.1 <br />