Laserfiche WebLink
LO <br />L0 <br />I <br />00 <br />M <br />L0 <br />tIR, <br />E <br />E <br />6: <br />00 <br />3 TAB SHINGLES. ROOF — <br />INSTALLED AS PER MANUR <br />SPECIFICATIONS <br />12 <br />5 F �= <br />12 <br />5["�� <br />1TRIDGE VENT <br />HEEL HEIGHT <br />!L T.O.P. <br />Ci ,-TEXTURED <br />CEMENTITIOUS =1co <br />FINISH OVER <br />SHEATHING co <br />(TYP.) <br />- - - - - - - - - 2nd FIN. FLR._ <br />T.O.M. <br />- - - - - - - - - - - - - --- -- <br />- - - - - - - - - - - - - - - - - - V-0 4_1 HDRHGT. - <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />L F. FL. <br />8'RIDGE VENT <br />VRIDGE VENT <br />. . . . . . . . . .. . . <br />12 <br />loin: <br />HEEL HEIGHT <br />- - - - - - - - - - - - - - - - - <br />-7 <br />T.O.P. <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br />HDR. HGT. <br />?r <br />,--TEXTURED <br />3 TAB SHINGLES. ROOF CEMENTITIOUS <br />INSTALLED AS PER MANUF. FINISH OVER <br />SPECIFICATIONS SHEATHING <br />(TYP-) <br />12 ci <br />3 <br />12 <br />3.5 <br />2nd FIN. FLR. <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- --- --- - - - - - - _P;�;� - - - - - - - - - - - <br />CJ / WEEP T.O.M. <br />- - — - - - - - - - - - - - - - - - - - - - - - M - - - - - - <br />1, 2'-0" <br />4 <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />-------------------------------------------------------------------------------------------------------------- I ---------------------- t__-A- - - - F.FL.- <br />zo <br />100 <br />9 00 <br />I- I <br />ao <br />REAR ELEVATION — B <br />SCALE: 1/4"=l'-O" <br />LEFT ELEVATION — B. <br />SCALE: 1/4"=V-0" <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />0 PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH" <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY ROOF <br />SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. <br />"ELECTRICAL SPECIFICATION NOTES" <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH THE <br />SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE <br />USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION <br />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 wl 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-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />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 construction 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 />Is 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 />R703.12 Adhered masonry veneer installation <br />Adhered masonry veneer shall be installed in accordance with the <br />manufacturers instructions. <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 <br />of the space to be ventilated.Upper ventilators shall be located no more than 3 <br />feet (measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by save or comics 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />*9 not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />* LOMANCO DECK -AIR (Shingle Roofi - 9 SQ. IN. OF NET FREE AREA / FT. <br />Formuk (S,, Ft. Soffit Needed) x 1, (Sq. In. Needed) 11 = (Unear F, of Deck -Air Needed) <br />@ O'HAGIN (Tile RooQ - 86.25 SQ. IN. OF NET FREE AREA / VENT <br />"Formula: (Sq. Ft Soffit Needed) x 7 - (Sq. In. Needed) / 86.25 = Amount of OHagin Vents Needed <br />P <br />V, 0 <br />C—/> <br />0 U, <br />In <br />40 <br />LJ_J <br />C11 <br />7E <br />.2. <br />LL <br />Al 1 <br />WID.1 <br />1 k=-71 <br />P-g .0 pl Zd <br />_J <br />U_ <br />0Z <br />LU <br />LU <br />z0) <br />0 fn ­1 Z1 <br />LIL Z5 "4 <br />z <br />LLI <br />S E CO <br />(0- <br />0 <br />0 <br />< 0 <br />"40 <br />C5 <br />F L <br />NZ <br />'�OFESS�O" <br />lell"11111111 m%0\\\0 <br />To the best of the Enginsees knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential Sth 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 />FS <br />z -C <br />U) <br />;z <br />4 1 "0: <br />0 <br />5-1.4 <br />'z .2 <br />W <br />001"S <br />LL1 <br />U C-A <br />C<L <br />LU <br />0 <br />LCU) <br />z <br />D <br />`0 <br />(U <br />%%.00 <br />U) <br />2: <br />X <br />0 <br />L_ <br />W <br />9,0 <br />Z <br />U <br />V) <br />r'4 <br />re) <br />< <br />-Ro <br />UJ <br />r-4 <br />uJ <br />Z <br />Ln <br />r,4 <br />Z <br />Ili <br />r,4 <br />Ln <br />Its ff �8 <br />< Z <br />0) <br />z <br />z <br />8 <br />ca <br />0 <br />V-1 <br />In <br />06 <br />Z <br />t <br />U-1 <br />rn <br />V-1 <br />.0- <br />V) <br />8 <br />SCALE AS NOTED <br />DATE: 4/13/2018 <br />TECH: JMUROSIC <br />VERSION NO - 4ol <br />SHEET NO. <br />3.2 <br />