Laserfiche WebLink
3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. _ + <br />HDR HGT. <br />6" FASCIA <br />(T'P) <br />o TEXTURED <br />ace bo CEMENTICIOUS <br />r FINISH ON C.M.U. <br />to (TYP.) <br />F.FL. <br />-10"__ 6-0" <br />15'-0" RIDGE VENT <br />12 <br />5[::� <br />—EXTENDED <br />OVERHANG TI <br />BE CENTEREC <br />ON DOOR <br />12 <br />5" <br />4' OFFRIDGE VENT <br />12 <br />zz 5 <br />--------- — 11-011 <br />REAR ELEVATION - Al <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"= V-0" <br />T.O.M. <br />HDR HGT. <br />0 <br />bo co <br />ED <br />F.FL. <br />12 <br />�5 <br />RIGHT ELEVATION - Al <br />SCALE: 1 /4"= V-0" <br />M1 <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 wi ndow/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 />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 />t' <br />1 <br />1 !litll <br />CNJ <br />°S1 <br />a '?OFESSI®; <br />\\\ <br />RIlEliltll <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 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's <br />signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />E 00 <br />Q <br />'s V 104 <br />O <br />JON^N 4t V�,% <br />10i <br />M 0) 'OJ uJW 7LL—uao. <br />Q <br />y M S w C W <br />> �LL Sz d a. W Y <br />Z <br />-rn°' 0 = g <br />W <br />Co ago W m o ❑ <br />'morr---�O co <br />IL LLZ <br />¢o <br />co <br />��NO a0 <br />NQMZZ <br />Z <br />�d ❑ CIE] ❑ <br />W <br />V M � <br />Z N O <br />� O <br />QNQ <br />O Q <br />z <br />v <br />—J (7 <br />d N <br />m <br />o <br />�W <br />°U <br />C ', Y <br />0 <br />t!I <br />W <br />o <br />f6 <br />�- <br />U `n <br />a <br />w � <br />f a Eaim <br />ms <br />_ <br />zl� <br />co <br />® Q <br />Q 0 <br />CLj <br />0 <br />w <br />M <br />J <br />zo0 <br />z <br />z <br />� <br />E <br />o <br />Q oZ® <br />E <br />No <br />00 <br />o E <br />0 <br />ao <br />01 <br />�Z <br />C:)ao <br />¢ <br />Ww <br />L <br />Cn <br />c <br />Z <br />U <br />'0 <br />zZ <br />Z <br />U)"m <br />0< <br />aw <br />EZ <br />30 <br />W <br />LLa <br />az <br />~Z <br />U& <br />W <br />10 <br />AJ <br />O <br />w� <br />-< <br />o~ <br />> <br />a <br />o <br />� <br />Z ¢ <br />U <br />E <br />J <br />2 <br />N <br />^L1 <br />W <br />O <br />r <br />r <br />0 <br />U <br />FJ <br />n <br />c <br />TW <br />= <br />O <br />V <br />■� <br />+�j 0) <br />J TO <br />T <br />Cn <br />T <br />N <br />T <br />r <br />yLO <br />o <br />r- <br />N <br />m <br />r <br />Cy') ( <br />i6 CV <br />Z <br />Z <br />c <br />E 0 <br />w '— <br />c`o <br />a <br />0 � <br />¢ o <br />W <br />JOB <br />NO: <br />20-1125 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />