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E7 <br />„ <br />gl <br />12 <br />5� <br />12 <br />ZE�5 <br />T.O.M. <br />IV <br />1'-O - —— — — — — — — — — — — — — — — — — — — — — — — — HDRHGT. <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED C <br />CEMENTICIOUS - ' <br />60 <br />FINISH ON C.M.U. co <br />.1 <br />_-------------- 25SH 25SH <br />5068SGD ---------------- ---_ F.FL. <br />12 <br />5 <br />4'-0" RIDGE VENT <br />12 <br />5� <br />16'-0" RIDGE VENT <br />HEEL <br />ti12 <br />N 5� <br />T.O.M. <br />— ---- ----------------------- <br />2'-0" <br />HDR HGT. <br />— —----------------------------- —--------- ---------------------- <br />1�r-8' <br />TEXTURED <br />C CEMENTICIOUS <br />00 00 FINISH ON C.M.U. <br />Cp (TYP.) <br />------------------------------------------- <br />TEXTURED11-011 <br />2'-0" <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />F.FL.----J—L----------------------------- L_J--------- L-------------------------------------------------------------------------- L------ <br />REAR ELEVATION - Al <br />RIGHT <br />SCALE: 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 />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 11150 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 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 / SQ. FT. <br />Z c'> <br />Z <br />z <br />a <br />z <br />V) C9 <br />N <br />�..-+ r.0 <br />.0 <br />O L.r <br />to C <br />~ <br />N <br />LLJ <br />� o <br />BID. <br />.� <br />J, <br />Z W <br />- N <br />P <br />~ LL <br />�.i¢. <br />10LU <br />ai <br />X <br />3 <br />Qrn <br />U0 <br />J •' <br />if,� h Oz <br />AROFESS\O \\\ <br />rsf�'''rfrt111It111\���\ <br />To the best of the Engineers 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 />