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F-; <br />U*I <br />N. <br />�21 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. —� <br />SPECIFICATIONS <br />1' 0" <br />------ d— -- <br />Akim 1101MININ <br />1 x 9" SMOOTH __r'J <br />TEXTURED <br />7'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. — <br />HDR HGT. <br />12 - <br />- - -- <br />5 12 12 <br />_.- 5 <br />_. <br />12 <br />5� <br />12 <br />5� <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />HEEL <br />— T.O.M. <br />— — HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />---- <br />+3" SMOOTH <br />TEXTURED BAND F2 <br />14'-0" RIDGE VENT <br />ot) <br />c?) <br />0 <br />oD <br />FRONT ELEVATION - B1 <br />—-------- — -------------------------------------------------------------------1_----------- <br />0 <br />2-0 <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL. <br />SCALE: 1 /4"=1'-0" <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 save or comice 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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />en <br />Z <br />Z <br />a <br />U) z <br />�✓ <br />c"N <br />4--) w <br />•V <br />— <br />pLU <br />N rz <br />�rara u <br />� <br />U <br />w <br />M <br />mo <br />C' <br />= <br />m <br />N <br />� <br />-� <br />u� <br />� o <br />N N <br />io <br />Z W z <br />PI <br />LL 1 fs7 <br />W — � LL a <br />3 0` <br />LLZ U) e <br />,11i1oi l <br />W <br />0 <br />�WW.FDSETJ .rJOMt•., ❑ �/ <br />lb to <br />FL ' <br />//'�'�//4ROFESSIONP\� <br />To the best of the Engineers knowledge, Informatlon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential ath Edition. Engineers signature and seal is only for <br />Me 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 />Z4 <br />I'i <br />a <br />o <br />U <br />_O <br />F_ <br />�® <br />/1 <br />Q <br />> <br />LLJ <br />" <br />L <br />`a <br />w <br />Q <br />0 <br />z: <br />U <br />= <br />O� <br /><C <br />J <br />O <br />ILL <br />Z <br />W <br />,..I <br />Ln <br />Lli <br />J <br />rl <br />LiJ <br />Q <br />Z <br />Z� <br />8 <br />m <br />0 <br />oo <br />Z <br />� <br />_ <br />,-a <br />0- <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: M]AMES <br />VERSION NO. 4nO <br />SHEET NO. <br />3.1 <br />