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cm <br />3 <br />0 <br />0 <br />r— <br />t2 <br />oo <br />1.0 <br />rn <br />IY <br />m <br />rn <br />n <br />o� <br />c <br />as <br />v <br />v <br />_ <br />[V <br />00 <br />CV <br />O <br />O <br />J <br />00 <br />M <br />r`4') <br />LO <br />I <br />cm <br />2.1 <br />v <br />v <br />v <br />_ <br />rn <br />C <br />H <br />Q <br />(T <br />O <br />N <br />E <br />c <br />c <br />C <br />J <br />co <br />In <br />�C <br />0 <br />0 <br />U <br />0 <br />i <br />a: <br />0 <br />U <br />J <br />N <br />ri <br />N <br />M <br />0 <br />0 <br />rn <br />0 <br />N <br />M <br /><n <br />12 <br />5� <br />12 <br />;�5 <br />- - <br />T.O.M. <br />HDR HGT <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED o <br />CEMENTICIOU 11 3 <br />FINISH ON C.M.U. 00 °O <br />0 E (TYP.) co <br />5068 SGD 25 SH 25 SH F.FL. <br />REAR ELEVATION — B1 <br />SCALE: ,,a -, <br />28'-0" RIDGE VENT <br />T.O.M. <br />HDR HGT. <br />1'-0" 2'-6" 01 <br />TEXTURED <br />o - CEMENTICIOUS <br />co co FINISH ON C.M.U. <br />-1 (TYP.) <br />12 <br />�5 <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4'-0! _ _ _-- <br />TEXTURED 21-0" <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL.-----L_1-------------------r---l-----------------------------------------------------------------------J-------- <br />RIGHT ELEVATION — B1 <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 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 />j <br />i <br />i <br />11 1, <br />`= AF <br />ri-- <br />j <br />i \ <br />M <br />z � g <br />z <br />z CD <br />a <br />o <br />z <br />N = <br />+� <br />w o <br />o Q <br />.O <br />LU <br />�N 2 <br />o <br />� <br />U 00 <br />W o <br />._ <br />c Lo <br />to Y <br />• <br />Q <br />see <br />N �O <br />N <br />Z W z0 w z° <br />U) <br />— <br />H _ <br />LL r .o c. u7 <br />LU i!///z <br />LY \08 <br />Z <br />• Q% <br />J u r� ` i ❑QLW <br />o.......... <br />O F E S g1 <br />/,i��/t`lfUltt11111���\� <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 />o< <br />M <br />M <br />¢ <br />z <br />J <br />U- <br />ce Q C <br />O <br />u, <br />z o <br />�� <br />o <br />w. <br />¢� <br />z® <br />E <br />I— <br />O <br />KU <br />oa <br />wr <br />uo <br />� u <br />O <br />z6 <br />C:)C <br />CV ru <br />i <br />ao <br />a0 <br />az <br />¢w <br />w <br />z <br />ro <br />� C <br />J <br />o <br />z <br />0x <br />N 2 <br />0 <br />m p <br />o� <br />Y Z <br />z ZH <br />N 3 <br />Q b <br />oa <br />gz <br />o <br />W <br />Q 3 <br />wE <br />w <br />oz <br />a <br />�w <br />J w <br />i= w <br />O <br />�I0 <br />a F- <br />V- <br />�t <br />za <br />o3 <br />C O CD <br />N <br />W <br />� <br />N <br />LL, <br />00 <br />N <br />0 <br />Y <br />U <br />N <br />v <br />CY) <br />■ r_ <br />L / <br />T <br />I N 0 04 <br />00 <br />T— <br />ai <br />M <br />w M N <br />CN <br />o <br />z <br />E pCID <br />E <br />Il <br />U Q p <br />—J <br />JOB <br />NO: 19-5338 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />