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t i_ <br />12 12 <br />5� �5 <br />— — — — _ T.O.M. <br />1I-0 —------------ HDRHGT. <br />—------------------------------------------ ---- <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED o <br />CEMENTICIOUS : ' <br />FINISH ON C.M.U. oo °D <br />(TYP) t° <br />5068 SGD 25 SH 25 SH F.FL. <br />12 <br />5 <br />4'-0" RIDGE VENT <br />16'-0" RIDGE VENT <br />HEEL ----- — — — — — <br />N 5�T.O.M. <br />— --- ----------------------- <br />2,-O„ — <br />HDR HGT. <br />— —----------------------------- —--------- ---------------------- <br />TEXTURED <br />r <br />CEMENTICIOUS <br />00 00 FINISH ON C.M.U. <br />iD (TYP. ) <br />----------------------------------------1--r— — -- <br />op <br />TEXTURED 21-O" op <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />35 SH <br />F. FL. <br />---- —----------------------------- —----------------------------------------------------------------------------------- ------ <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />RIGHT ELEVATION <br />- Al <br />1 /4"=1'-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 />barters 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 FOLLOWNG 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 SQ. IN. OF NET FREE AREA / SQ. FT. <br />zg <br />a <br />13 <br />C1 <br />N <br />w <br />C) <br />V — <br />w <br />125 <br />mN <br />W <br />M M <br />i� <br />¢ of <br />01 Z d <br />e D. <br />N B 'D 6C <br />Z W z ti' z° <br />LL, it <br />LL a <br />Z <br />._ O <br />ILLz c 4• d <br />Wo <br />NG C <br />Q- r'•� Elb <br />�3 F �: <br />O F E S S\Oa\ <br />"r�frrltltnN\'�\� <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 />Residentlal 0th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of tfte drawing pages !tearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />I-0— <br />z < <br />Z <br />F- <br />a <br />U o <br />� U <br />Lu <br />N <br />W <br />$ <br />Z <br />Z <br />C <br />O <br />� <br />� <br />z <br />0 <br />� <br />Q <br />�r <br />•I <br />0• <br />Q <br />W <br />�he <br />Z <br />J <br />,^-t <br />In <br />q <br />W <br />Z <br />Q <br />ff <br />'' <br />g <br />L n <br />m <br />l0 <br />r <br />00 <br />Z <br />g <br />—u <br />W <br />a <br />�� <br />o <br />° <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO' 4n0 <br />SHEET NO. <br />3.2 <br />