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�I00 <br />0 <br />0o <br />r. <br />00 <br />0 <br />N <br />N <br />Y <br />c <br />a <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED — <br />ON DOOR <br />14'-0" RIDGE VENT <br />REAR ELEVATION - B1_ <br />RIGHT 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 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 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 $0. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />zm <br />0 <br />—o <br />z N <br />z� <br />cc <br />CI_ <br />U) z <br />N <br />CJ'> <br />4-"J W <br />�V — <br />0 w <br />C' <br />o <br />�� <br />U <br />o n <br />m C"!W <br />p <br />a) Cl) <br />C . M <br />S <br />wi <br />'a: o N <br />O <br />U <br />a00 LL <br />oCo <br />o <br />�C (M <br />no <br />u.) Qv <br />rn Q o <br />Al ® <br />B D. <br />N C B D C <br />-o-- <br />I <br />N N <br />ci <br />Z LW gZ e z <br />Q w <br />LU Ni <br />W ¢ Z <br />�LLM <br />ZU)MEW <br />�Q <br />afz <br />��biVNo) <br />� ` <br />r <br />r <br />' cc <br />//i///�/ <br />"R O F E S5\0 <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 />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />O <br />�m <br />zd <br /><g <br />zw <br />¢ � X <br />OzwQ�Q� <br />U400 <br />F-- <br />Q <br />=�wz <br />�OJW <br />L ffil <br />OwFcOO <br />W <br />m <br />CA <br />W <br />> z <br />f <br />LU <br />z <br />,�/ <br />ILL <br />a <br />G-0 <br />0 <br />z <br />o <br />U <br />= <br />Q> <br />Q <br />Qcr: <br />y . <br />I- Y 0 <br />�- <br />OU <br />N <br />A <br />1 ` <br />0 0, <br />z¢za <br />w <br />Q<Lu <br />w <br />Z <br />z <br />w w 0 <br />o'er t <br />L U <br />J <br />Ln <br />rl <br />Ll.l <br />Lj.j <br />Q <br />Z <br />a uJ z oU <br />n <br />a <br />I<Lu o 10 <br />M <br />Z <br />o 0 <br />Z <br />J In <br />0 <br />� <br />06 <br />: <br />2 <br />a <br />SCALE : AS NOTED <br />DATE : 11 /2/2018 <br />TECH: KFRAZER <br />VERSION NO- 4mO <br />SHEET NO. <br />3.2 <br />-F - -I I I ( III 1 1,11 NA'i i-1G '.."i.1 IL il11 1 I Iti , <br />