Laserfiche WebLink
3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS ---- r <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />--------------------- <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />18' RIDGE VENT <br />12 <br />5� <br />16-7" <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />12 <br />5� <br />4- <br />12 <br />_____J5 <br />6-0" V i <br />---------- T.O.M. <br />HDRI <br />-----------------------------------I- F.FL. <br />REAR ELEVATION - B1 <br />4' RIDGE VENT <br />12 <br />�5 <br />SCALE: 1 /4"=V-0" <br />T.O.M.-------- - -- - — — —------- <br />- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — - <br />01 <br />TEXTURED Z-O" <br />CEMENTITIOUS TEXTURED <br />FINISH ON C.M.U. CEMENTITIOUS <br />(TYP. ) FINISH ON C.M.U. <br />(TYP.) <br />--------------------------------------------------------------------------------------------------------------------------------- <br />RIGHT ELEVATION - B1 <br />SCALE: 1/4"=1 r-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 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 FOLLOWNG 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 />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 />55 <br />Y- 6 <br />�L __J <br />"R O F E SS�0't \N <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 />M <br />W <br />H <br />co o) <br />ooO N�p°p°�d <br />U i# <br />N <br />O O O Cl) (O � <br />Jco <br />9 <br />N M m N J ZR LL_j a a <br />H <br />a <br />N M W N <br />>�LL da�Y <br />Z <br />0 <br />W <br />@ a)o m o 0 <br />o 0 m g <br />W <br />E m 0 rr o a <br />Z <br />LL <br />011 rr <br />Q M Z U 0 J <br />Z <br />L) ❑��❑ <br />W <br />z N O <br />� o <br />01M <br />i1 N <br />M <br />v <br />o <br />0 <br />(10 <br />wLu Y <br />o_ <br />a <br />O <br />/� <br />L+ <br />Ln <br />— <br />E <br />o <br />t-- <br />U 0o <br />m E <br />Tm <br />0 <br />0 o <br />w <br />o <br />• <br />®® <br />�m <br />o <br />coJ <br />w <br />Mz <br />¢ <br />o � <br />Z <br />z <br />� <br />U <br />E <br />o <br />O <br />>� <br />Q V <br />a. <br />U <br />o z <br />z <br />❑a <br />cu <br />_C1 <br />o <br />r <br />jU <br />O <br />C:)f6 <br />04 <br />i <br />°ao <br />¢ <br />ww <br />rr � <br />(d <br />c <br />o <br />° o <br />m O <br />Ow <br />z r <br />N <br />rn J <br />m <br />m <br />a"' <br />o <br />¢w <br />Z zz <br />5o <br />� <br />a� <br />� <br />aLL <br />=3 <br />J <br />Jz <br />OF <br />C <br />�t <br />°z¢ <br />a <br />03 <br />0 M <br />= <br />`' <br />>M <br />J <br />L <br />� <br />m <br />m <br />^, <br />W <br />� <br />C9 <br />.MM> <br />c <br />�1- <br />c <br />J <br />Nco�, <br />O <br />V <br />T_ <br />N <br />Q <br />Ln <br />L.n <br />,� <br />Z N <br />o0 <br />r <br />Ln <br />o N <br />r <br />E <br />c N <br />f r <br />Z <br />Z <br />E O <br />u) <br />CU <br />d <br />E <br />U 9 <br />Q <br />C <br />JOB <br />NO: <br />20-1123 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />