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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />C2 <br />Q <br />IN <br />02 <br />;R1 <br />T.O.M. <br />HDR HGT. <br />6" FASCIA <br />(TYP) <br />TEXTURED _ <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F. FL. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />1'-0" <br />01 <br />15'-0" RIDGE VENT <br />12 <br />5� <br />12 <br />5� <br />/ CV <br />12 <br />�5 <br />HEEL <br />-- T.O.M. <br />Iv <br />— HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. - <br />(TYP.) C? <br />zo <br />------- <br />---F.FL. <br />-------------------- <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />0 <br />:t <br />FRONT ELEVATION - Al <br />2'-0" <br />� RIGHT ELEVATION - Al <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 />13703.7.1 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 -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 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 SQ, IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO, IN. OF NET FREE AREA / SQ. FT. <br />o <br />o <br />N <br />- <br />13 <br />U) <br />V) o <br />O <br />ZD <br />F <br />o <br />C)M <br />m N <br />o <br />U <br />= <br />M CM <br />t`O -0 0 <br />0 CO N <br />rv_co <br />MEN=C) <br />o <br />rn <br />V) o 0 <br />�p-i:s <br />rn¢ d <br />B D® <br />N C B D,C <br />l <br />N N <br />gM z wz° <br />fALU <br />1— <br />im <br />W adi <br />UJ U¢a <br />Z 0 =-l"t <br />4�a�¢ O O <br />I:,i_, __ <br />Ve <br />.{ppp `bqq <br />EE <br />Iellu G+•�tti�a� � <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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennaffgDpa.com <br />t=to <br />3Q <br />za <br />Ea <br />Z <br />w<ixX <br />Uz00 <br />fu a� <br />Uz�z <br />< <br />Wok <br />L <br />oF�p <br />L <br />W`s. <br />W <br />zul <br />� <br />� <br />1 <br />Q <br />Xz <br />z <br />Z � <br />4 3 <br />cc <br />GCl <br />^' <br />O <br />U <br />= <br />'—I <br />Q929 <br />o <br />' <br />z <br />O <br /><z8 <br />r*4 <br />Cr <br />UWOW <br />o <br />z ¢a <br />t[ <br />V- <br />¢aw <br />odg <br />Z <br />�o�P <br />Z <br />W <br />T—J <br />Ln <br />Ll.j <br />o'ow <br />15qzo <br />di <br />0000 <br />Q <br />Z <br />irQz <br />Z <br />t—u <br />m <br />fir <br />OD <br />< <br />= <br />a <br />_1 <br />,-i <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />3.1 <br />