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FL. <br />11-01L_�--1— ------ <br />4'-0" RIDGE VENT <br />12 <br />5� <br />^-------------------5// <br />21-011 <br />---------------------------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />12 <br />5� <br />12 <br />5 <br />T.O.M. <br />_ _ — HDR HGT. <br />— EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED o <br />CEMENTICIOUS oo ao <br />FINISH ON C.M.U. <br />(TYP.) <br />25 SH 25 SH <br />5068 SGD _ _ _ _ F.FL. <br />�tl7:7 -DIN=012\III <br />12 <br />�5 <br />----------------- --------------- -- — — -- <br />011 <br />I 21-011 <br />TEXTURED —Z <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />_�— 35SH----------I------ <br />REAR ELEVATION — Al <br />SCALE: 1 /4"= V-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 />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 -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 wails. <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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA SQ. FT. <br />C3 <br />v <br />a <br />\ <br />o00 <br />� <br />z o <br />0 <br />z <br />Q M <br />d o <br />M <br />V _ <br />z <br />o <br />LL <br />V:1 Y <br />(6 w <br />w 1— <br />V) C E <br />� � o <br />U CO <br />10 E <br />minw rn <br />0 <br />z 9 <br />= <br />U o <br />`n o <br />• <br />44 <br />N �O <br />tD NN �� <br />w Z <br />U) Z <br />w <br />W Q `ALL~z a <br />W U >.�LL oN <br />ZyEQ5 <br />N <br />z Uw) g Ern 2 C <br />Y , Q <br />W <br />A\N N / <br />LO <br />z, <br />t3Et\`i\0 <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />o <br />w <br />o <br />� <br />E <br />Q <br />E <br />= <br />Z® <br />oa <br />I- <br />X0 <br />a� <br />O <br />0 U <br />S< <br />z <br />o f <br />C'Jo ro <br />t <br /><Q <br />az <br />�J <br />w� <br />rp <br />U) C <br />z <br />U <br />.2 <br />m o <br />01 <br />Z <br />J <br />¢ 0 <br />G W <br />z Z <br />3 <br />0¢ <br />ao <br />WillO <br />O <br />wyd <br />�O <br />as <br />�O <br />nL <br />'W <br />.= <br />N <br />r <br />? <br />O <br />^� <br />W co <br />T/��� <br />a O <br />m <br />M <br />N <br />r <br />T_ <br />r <br />co <br />CO N <br />o <br />E O <br />a <br />U ¢ p <br />JOB <br />NO : 19-5333 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />