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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />F. FL. <br />12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />------ <br />1" x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />- - - ------------------------------- <br />I <br />� <br />FEMFE <br />11 <br />12 <br />12 12 HEEL <br />5 <br />T.O.M. <br />HDR HGT <br />---------------- <br />5 TEXTURED <br />❑ CEMENTICIOUS FINISH <br />I <br />ON C.M.U. (TYP.) <br />I <br />2" x 4" SMOOTH <br />I <br />I <br />I TEXTURED <br />SILL / BAND <br />I <br />I <br />I <br />------ F.FL. <br />4' RIDGE VENT <br />---------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />--------------------------------------------- --------------------------------------------------- <br />----- <br />2-0 <br />PRE -ENGINEER TRUSS <br />REFER TO STRUCTURAL — <br />PLANS FOR BEAM SIZE <br />2"X4" TYP.� <br />5/8" TEXTURED OVER - <br />MTL. LATH & 7116" OSB <br />SHEATHING & FRAMING <br />AS REQ. <br />REFER TO STRUCTURAL <br />PLANS FOR POST SIZE <br />2x FRAMING AS REQ. <br />POST TO CMU <br />CONNECTOR - REFER TO <br />STRUCTURALPLANS <br />(1) 2"X4" TYP. <br />(2) 2"X6" TYP. <br />SEE FOUNDATION PLANS <br />FOR FOOTER SIZE <br />� COLUMN DETAIL <br />FRONT ELEVATION - B1 <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 SQ. IN. OF NET FREE AREA / SQ. FT. <br />L <br />ILL= <br />z N o <br />z <br />z <br />to z <br />1 o <br />VJ U_ <br />,4--Cn Y <br />f6 w a <br />.0 o � <br />OJAIL <br />w <br />Vl c E <br />�N = 2 <br />a <br />• <br />('0 � <br />U 00 <br />r.0 m <br />�— w E <br />o g <br />zo <br />Z � o� o <br />a N LL o co w <br />LU <br />L1Jatl/B/p x <br />O <br />W .y = Q <br />• <br />Q` p.` IL] <br />t_'kJ <br />�4 <br />®\ i <br />•� <br />/J till{11i1���1 <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 />Engineer's signature and seal. <br />o <br />M <br />z <br />w <br />Z <br />M <br />o <br />LL <br />C = <br />EUcu <br />zo <br />oo <br />> <br />a <br />o a <br />CdE <br />xo <br />o¢ <br />az <br />0O <br />o¢ <br />az <br />N <br />N L <br />�o <br />¢ o <br />m 0 <br />((d <br />n C <br />ZZ <br />OY <br />U <br />h O <br />O <br />OE <br />Z <br />(W J <br />a ° <br />Q W <br />M z <br />¢0 <br />U <br />a <br />a <br />T <br />r <br />s <br />oz <br />=3 <br />CD <br />M <br />v <br />w< <br />za <br />'0 <br />a <br />c O <br />0 <br />.y <br />M <br />W <br />0 <br />.> <br />O <br />0 <br />L. <br />> <br />N' <br />m <br />LO <br />�� (0 o <br />2 d- rn N <br />L () <br />r <br />T- <br />rn r <br />M M <br />o <br />Z <br />O al r <br />E <br />Z <br />a. <br />E <br />U Q p <br />c <br />J <br />JOB <br />NO: 19-5891 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />