Laserfiche WebLink
12 <br />5� <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />LIL --- JO�OF7 � <br />15'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />6" FASCIA fib` �I <br />(TYP) <br />00 <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F. FL. <br />12 <br />5� <br />N <br />12 <br />�5 <br />HEEL <br />— — T.O.M. <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. �' <br />(TYP.) zo <br />"? <br />---F.FL. <br />---------------------------- — <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />FRONT ELEVATION - Al <br />SCALE: 1 /4"=1'-0" <br />2'-0" <br />RIGHT ELEVATION - Al <br />: 1 /4"=1'-0" <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 />Name 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 comice vents. <br />-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <br />a <br />0 <br />0 <br />C13 <br />z N (O <br />z <br />a v <br />J M <br />� N <br />N z <br />� U � <br />C1 <br />4-1 C/i Y <br />U � <br />- <br />0,1, <br />N c E <br />U 00 <br />w <br />o g <br />'® W <br />c � � <br />Oki <br />N �O <br />o # d <br />r dz fi Z <br />U1 hilt, <br />• <br />� T <br />f,'tlllt <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 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 />co <br />Cl) <br />o <br />w <br />Z <br />IJ1.. <br />aoaa® <br />C- O <br />E U <br />N <br />0- <br /><o <br />oa <br />W¢ <br />UO <br />Zof <br />D <br />N <br />d <br />aoaW <br />a z <br />o <br />W'do <br />W Z <br />�w <br />W2 <br />i <br />cjC <br />xOz <br />U <br />wm <br />o <br />= <br />Z <br />(n N <br />0wo <br />QW <br />WC <br />(�) <br />U <br />a <br />LL <br />=I� <br />o <br />< <br />>x <br />a <br />za <br />;3 <br />2 O <br />C <br />nL, <br />W <br />i <br />M <br />00 <br />> <br />O <br />Q <br />C o <br />N <br />�- <br />m <br />r--. <br />c <br />o <br />O) <br />r <br />T O <br />T M o 04 <br />'— <br />r <br />M <br />00 M N <br />o <br />z <br />N N i <br />E O <br />? <br />ca <br />c <br />a <br />0 _J a o <br />JOB <br />NO: 19-5339 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.1 <br />