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bo <br />0 <br />r` <br />0 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />12 <br />5� <br />1" x 10'1 SMOOTH <br />2nd FIN. TEXTURED <br />FLR.--------HEAD%BAND- --_-- - - - - - <br />T.O.M.------- <br />HDR HGT. ----- -- <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />CJ / WEEP <br />IIII <br />Y rill irl, <br />UI <br />aim <br />F_FL.----------L _—_-------------------I--- <br />-- � ------ <br />CJ / WEEP <br />1" x 6" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />FRONT ELEVATION - A <br />0 <br />r` <br />�ICD <br />00 <br />eo <br />SCALE: 1 /4"=V-0° <br />LEFT ELEVATION - A <br />CALE: 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 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 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-Resisitive Barriers. <br />Water-resisitive barriers shall be installed where cement piaster <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 />• 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 />manufacturer's instructions. <br />Attie 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 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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />.ti not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA/ FT. <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)19 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86,25 SQ. IN. OF NET FREE AREA / VENT <br />'Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)186.25 = Amount of O'Hagin Vents Needed <br />�P <br />(D <br />Z CD <br />o <br />� cc°fl- <br />� ad <br />U) <br />In CD <br />Asa <br />�V — <br />OL <br />C!,y <br />In <br />M~ <br />� <br />N <br />o0 <br />N <br />LA J E <br />r, <br />8 <br />d) M <br />QI M <br />(C`0mi <br />=ai <br />poo <br />s_LLa0 <br />Ion=o <br />(0 IiZ <br />d CM <br />n o <br />u0 Qv <br />Cn Q o <br />A ® <br />B D• <br />NCB�DC <br />C/ <br />VV <br />� <br />N N <br />8C, <br />N dp Z <br />Z WMg�a z <br />� <br />0 <br />W <br />W <br />43 ns <br />Q c 43 N i � <br />M E �, <br />M � <br />"'yLL <br />+ <br />9 W I' <br />T <br />e W.FD 0.1!6 r <br />5 E`'• <br />P <br />- _J <br />d <br />LU <br />W <br />®� <br />c) <br />0 <br />'•e <br />�'�4FpS `t'3�p�ti <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 />Engineers signature and seal. <br />LMOM Ohl m <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />00 <br />DI <br />Wo <br />a� <br />fF <br />C/) <br />z <br />zoo <br />O <br />OCQ�¢C <br />0 W Z <br />J <br />A <br />Q <br />aWp� <br />�I�L <br />OO <br />1 <br />W <br />0 <br />—I <br />LUz <br />zz <br />iz <br />LUd <br />z <br />D <br />^�`` <br />W <br />P-'� <br />z <br />Q <br />o <br />M <br />M <br />Q <br />E— <br />9Xz <br />�o <br />Z <br />O <br />�86 <br />��$ <br />wM <br />z<°a <br />N <br />U_ <br />�Uy,a� <br />Q <br />L1) <br />w <br />2tce� <br />Z <br />Z <br />N <br />N <br />Eo�2 <br />�3�� <br />J <br />Ln <br />T--I <br />LV <br />LLJ <br /><C <br />Q Lu <br />H z <br />0Qa <br />9Q z <br />L/i�t� <br />V � <br />r-I <br />Q <br />Z <br />Z <br />- <br />z o <br />M <br />Z <br />LU <br />o <br />-z <br />o <br />0o <br />g <br />= <br />a <br />o <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAM ES <br />VERSION NO. ^ . O <br />,.! <br />SHEET NO. <br />3.1 <br />