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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />CJ <br />_HEEL _HEIGHT <br />------ T.O.P. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYP. ) <br />---------------------------------------------------------2ndFIN. FLR. <br />CJ / WEEP T.O.M. <br />HDR HGT. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />bo <br />C? <br />6D <br />— _ F.FL. <br />-ICO <br />00 <br />W <br />8o <br />REAR ELEVATION - B <br />RIGHT ELEVATION - B <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• 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 <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-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 />• 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 o <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 />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / SQ. FT. <br />*If 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 1= (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) <br />�Flll � u U <br />o <br />C9 f <br />_zM <br />0 <br />Z � <br />z� <br />¢C <br />V) CD <br />� w <br />•V — <br />O w <br />,^ <br />m <br />f— <br />U <br />N <br />o <br />m <br />N <br />1..1.1 <br />r— <br />m M M <br />N 'O M <br />soE8 <br />_ ai <br />O 0 N <br />Of 8 <br />rw00 <br />75 ou <br />ono <br />aCrn <br />�Qv <br />rn Q d <br />B D. <br />N N <br />CO'] W <br />UO <br />Z_ Lu z° <br />W <br />••• <br />LL <br />Uar, <br />• <br />�pSEN <br />i�• '� L,.% <br />2 <br />R+101 <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 />Engineers signature and seal. <br />L NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />€0Z <br />3Ln <br />LU <br />za <br />7d-f <br />vJ <br />o a <br />z <br />w ¢ ce <br />00 <br />O <br />z w Z (r <br />U0wZ <br />Q <br />,�..�� W <br />r/ <br />Re�\ <br />�m�o <br />W <br />LU <br />Q <br />_J <br />ZZ <br />a <br />W <br />>g <br />fz <br />0 <br />�— <br />o <br />s <br />143 <br />,—•1 <br />p <br />M <br />Z <br />z <br />Jw <br />o <br />M <br />Q <br />� <br />. <br />OOo <br />0 <br />"� <br />aUA <br />J <br />w <br />0 <br />Oda <br />1 <br />�F <br />Wa �¢ <br />Ce <br />F 0 £ <br />Z <br />Z <br />N <br />0 <br />0 f <br />�8,�� <br />J <br />7-4di <br />W <br />� <br />a <br />¢ w w ::) <br />a <br />gQz <br />�o <br />cv <br />z <br />z <br />� Z S <br />m <br />C:)z <br />Ck <br />� <br />2 <br />J0 <br />of <br />,-+ <br />a <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. 3ol <br />SHEET NO. <br />3.2 <br />