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00 <br />C <br />a <br />TOM — <br />oil <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED ON DOOR <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />_ SPECIFICATIONS <br />------------------ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - B1 <br />SCALE: 1 /4"=1'-0" <br />12 <br />12 <br />5� <br />14'-0" RIDGE VENT <br />12 <br />�5 T-0" RIDGE VENT <br />12 <br />�5 <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />�— 3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />---------------------------------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-011----------1�-'r HDRHGT. <br />TEXTURED <br />CEMENTICIOUS <br />2'4' FINISH ON C.M.U. <br />(TYP)TEXTURED - <br />CEMENTICIOUS ap <br />FINISH ON C.M.U. <br />(TYP. ) <br />— — — F.FL. <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />LEFT ELEVATION - B1 <br />: 1/4"=1' <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 oorrosion-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 11300 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 FOLLOVANG 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 / SO. FT. <br />C9 <br />Z M <br />Z <br />is <br />z <br />a <br />V) 0 <br />Cz <br />"" <br />w <br />CD(aQ <br />U — <br />O LU <br />� rz <br />120 <br />v <br />OD N <br />_ <br />O o <br />ULL <br />co o <br />U�v <br />¢ rn <br />�i Q o <br />B IDs <br />N . c .V <br />N_ N <br />Iwo N rn <br />Z W - ;g E' z° <br />UP <br />° w <br />LUUA <br />UA g "� � a <br />O C, a <br />Zt/f ,+C4 <br />1a N <br />LL <br />LU�l� N <br />C- <br />t (v � _ <br />\ <br />r rl�lt!!!l1111,`� <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 />EA <br />W C <br />Z Q <br />Z <br />O <br />�(L.W °�+ p,' <br />U .0 <br />5oce0 <br />Q <br />�`-!` W <br />LUSEto <br />0`m <br />-1 <br />LLIL.i. <br />Z 9 <br />LU <br />z <br />C <br />0 <br />/''� <br />-a <br />zLU <br />a <br />L•LJ <br />az�10 <br />Q <br />Z <br />^i <br />r� <br />Z <br />J <br />W <br />g <br />,�-f <br />W <br />Z <br />� <br />Z <br />¢4G <br />t- o2pU <br />00 <br />co <br />i <br />cog <br />Z <br />W <br />§O <br />rn <br />�Z <br />� <br />= <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAM ES <br />VERSION NO- 4mO <br />SHEET NO. <br />3.2 <br />L <br />r <br />