Laserfiche WebLink
M <br />Z-0" <br />HEEL <br />T.O.M. - - <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U: <br />00 <br />io (TYP.) <br />12 <br />5� <br />1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />I <br />F.FL.------- l�T__= - <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />+3" SMOOTH <br />TEXTURED BAND <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />— — SPECIFICATIONS <br />1' 0" <br />-- --------------------------- <br />ININININININI W_ <br />FRONT ELEVATION - B1. <br />12 <br />�5 <br />T-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />I HDR HGT. <br />-----------•--------------------------------------------------------------------------------------------------------------------------------- <br />LEFT ELEVATION - B1 <br />SCALE: 1 /4'r=1 r-0'r <br />TEXTURED C <br />CEMENTICIOUS o? 0o <br />FINISH ON C.M.U. Fb <br />(TYP.) <br />- - - F.FL. <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 />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 />1 <br />111111111111//1 j <br />.��•.. •.,, <br />o <br />` <br />% V <br />i <br />z VJ <br />. <br />O F E S S�0``������� <br />/�j�,rl�ltlii111111 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />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 />FW- <br />Q <br />o $$ <br />D <br />m <br />U <br />O <br />MN'NN <br />J J <br />ON LL� <br />0 <br />::M°'y <br />�LL �2 <br />maw <br />LLLLa VL <br />p� 52 <br />> <br />S W LLl Q <br />Z <br />��°' <br />0�o <br />d' <br />W <br />tp 9 <br />mo�� <br />mm_Q <br />W <br />Z <br />IL <br />2E co <br />A _< N p <br />N Q M Z <br />66 <br />U� J 2 <br />z <br />0000 <br />W <br />ZM <br />N C7 <br />Z <br />Cl) <br />t1 N <br />N <br />_ M <br />z <br />C1 <br />� <br />C9 u_ <br />w o <br />0 <br />< <br />O <br />W <br />w t— <br />' <br />UJ <br />U <br />e <br />Q � o <br />s� <br />W <br />M <br />M <br />m <br />zo <br />z <br />LL <br />zo <br />ouzo <br />>o <br />a <br />� E <br />z <br />oa <br />H <br />� <br />D 00 <br />N fd <br />i <br />�o <br />a o <br />m 0 <br />��•, <br />N <br />�m <br />gW <br />>ri <br />Z <br />i <br />` <br />8 <br />°z <br />W <br />� 3 <br />wLL <br />N� <br />yLL <br />Z <br />F <br />o <br />v <br />V- <br />w- <br />C <br />°M <br />iu <br />rn <br />e`o <br />L <br />1° <br />O <br />O <br />W <br />2 <br />N <br />T <br />O <br />n <br />N <br />T <br />.i. <br />dR' <br />T <br />co <br />CM <br />o <br />z <br />OC <br />E <br />y <br />Ca <br />C <br />a. <br />U J <br />Q O <br />J <br />JOB <br />NO: <br />20-0564 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />