Laserfiche WebLink
Er <br />o> <br />Q <br />= N <br />NI <br />60 <br />00 <br />a: <br />S2 <br />0 <br />a <br />— — — <br />12 <br />_ - — - IMF. <br />CRICKET <br />1 "xl 0" SMOOTH <br />�---�•t+�.--- -- ---- - , Imo, — — — —_ _� <br />raHEEL <br />TEXTURED BAND <br />� Itl• <br />I,I li!I <br />I ( I IIW] <br />4'-0" RIDGE VENT <br />12 <br />5� <br />16-0" RIDGE VENT <br />12 <br />5 <br />T.O. P. <br />T.O.M. <br />op <br />TEXTURED 21-011 <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />FBI/ (TYP. ) <br />25 SH 25 SH <br />F.FL. <br />FRONT ELEVATION - Al <br />SCALE: 1/4"=V-0" <br />RIGHT ELEVATION <br />- Al <br />1 /4"=1 9-011 <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/ portend 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 eave or cornice vents. <br />""CALCULATIONS BASED ON THE FOLLOWNG 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 SQ. IN. OF NET FREE AREA / SO. FT. <br />-, 0 <br />C9 <br />z� <br />z�® <br />z <br />a <br />U) z <br />0 <br />4--J N <br />w <br />�U <br />— <br />O W <br />U <br />U <br />M <br />g � <br />W <br />N M <br />C) <br />ry W <br />Q <br />o <br />y a r; <br />LoR� <br />d o <br />Al I <br />BID.IX <br />N�(r p'yr� <br />lu'IP <br />N <br />;rl <br />Z 110z rezLa <br />U) <br />U <br />LLU <br />Ch <br />Z p¢ ;c <br />- <br />LL LU clj <br />, <br />X ()\4bill <br />vw.pb¢ G • . I El <br />r Cr J <br />• C� <br />C� <br />O d <br />w <br />-R O F E <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 ath 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 />o <br />W <br />a <br />IY <br />0 <br />< <br />8E� <br />W <br />i <br />J <br />W <br />LU <br />} u <br />Y 2 <br />Z <br />Q <br />0 <br />C <br />U) <br />Q <br />0 <br />O <br />u <br />d <br />o <br />alJ <br />Z <br />t3 <br />t <br />N <br />^ <br />N <br />,-� <br />0 <br />°C <br />081 <br />I <br />Z� <br />tY <br />Z <br />U.1 <br />J <br />*'4� <br />Ln <br />rl <br />Lli <br />X <br />z <br />Q <br />$'a' <br />01 <br />m <br />T__1 <br />C?z <br />t <br />128 <br />rn O <br />� <br />,-I <br />g <br />a <br />= <br />to <br />S <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />TECH: JMUROSKI <br />VERSION NO. 4 . 0 <br />SHEET NO. <br />3.1 <br />