Laserfiche WebLink
12 <br />12 <br />�5 <br />HEEL — 12 3 TAB SHINGLES. ROOF <br />-------------- — -- <br />— INSTALLED AS PER <br />ao F4 `J N _ MANUF. SPECIFICATIONS <br />T.O.M. _ � — —� <br />---- <br />HDR HGT. <br />— — — — — — — — ------------------------------------------------ — ------ <br />TEXTURED t <br />I I ■ ❑ ■ ■ ❑ ❑ ❑ <br />CEMENTITIOUS FINISH i i � ❑ � � ❑ ❑ ❑ 2'� 1" x 9" SMOOTH <br />ON C.M.U. (TYP.) I I TEXTURED <br />o I I HEAD/BAND <br />ao 2"x4"SMOOTH 1 I I DE]Zo ������ <br />TEXTURED <br />SILL / BAND <br />[71D F771 FE EI <br />F.FL - ----- t ------------------------------I I — �f7— — — — —I I��1771� ------------- <br />4' RIDGE VENT <br />12 <br />5� <br />FRONT ELEVATION - B1 <br />12 <br />Z�5 <br />SCALE: 1 /4"=V-0" <br />18' RIDGE VENT <br />3 TAB SHINGLES, ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />TOM <br />- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR HGT. <br />--------------------------------------------- <br />TEXTURED <br />ol 2'-0" L—'- TEXTURED <br />CEMENTITIOUSI <br />CEMENTITIOUS FINISH ON'C.M. <br />U. _ 9 <br />FINISH ON C.M.U. 00 <br />(TYP.) <br />(TYP.) <br />LEFT ELEVATION - B1. <br />SCALE: 1 /4"=V-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 />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 11300 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 SO. 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 />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />L� <br />..,COS <br />.•� <br />d <br />�,�'� 4 <br />l <br />.ram <br />. <br />�0 <br />`spa "OFES�� <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 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />M <br />Q <br />co <br />rov E m �p <br />8 M 0 # <br />M <br />V <br />A <br />Zo J <br />M LL <br />M N C r V M <br />Yk <br />M - <br />V <br />—J u _J n <br />) LL N 2 LL <br />� <br />a <br />ai m LL a (L <br />Z <br />W <br />W <br />F- <br />0 <br />a) o W00 <br />rD m -M <br />W <br />m 0 1— <br />, E&rn o a <br />7. <br />IL <br />'a@Mo N Q� <br />Q M Z O <br />J <br />U 0LL <br />W <br />(D <br />z N g <br />� N <br />z � <br />o <br />J (7 <br />(nv) <br />rz <br />M <br />z <br />o <br />CZ <br />Q) <br />CD <br />--J <br />V <br />C/% Y <br />W O <br />Q Q <br />/� <br />N <br />^ <br />v ! <br />W H <br />C <br />o <br />170 <br />r— <br />-) O] <br />W W E <br />O <br />m 9.... <br />d <br />Ills III <br />/= <br />V O N <br />o <br />O <br />�, <br />sm <br />C::,w <br />CO¢ <br />Z <br />Cl)0o <br /><< <br />LWL <br />Q E <br />0 <br />zo <br />" <br />Q� <br />>N <br /><� <br />Ze <br />m <br />10o <br />r <br />%o <br />o< <br />o< <br />o CD E <br />N <br />a� <br />Wo <br />aZ <br />X <br />i <br />U <br />_ <br />< <br />0 z <br />< <br />U <br />m� <br />o <br />Z <br />ZNm <br />J <br />a ° <br />QW <br />z <br />rn <br />C 3 <br />0 <br />So <br />a <br />ww <br />(j <br />ao <br />az <br />3 <br />�o <br />w <br />�0 <br />(� <br />CD <br />V <br />°z< <br />a F <br />°3 <br />�M <br />a <br />= <br />>M <br />ai <br />nL <br />W <br />ca <br />c9 <br />.>LO <br />t� <br />N <br />> <br />T <br />�1 <br />< <br />0 <br />0 <br />O <br />n <br />CL <br />0 <br />m <br />T <br />2 <br />C <br />� <br />T <br />O <br />LO <br />T <br />.i <br />M <br />O <br />r <br />T <br />T <br />0 <br />Z <br />cc <br />Z <br />� <br />Ecc <br />m <br />c <br />n <br />U J <br />Q <br />J <br />JOB <br />NO: <br />20-1785 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />