Laserfiche WebLink
r100 <br />r <br />C10 <br />bo <br />CV <br />r— <br />T.O.P. <br />HDR HGT. <br />2nd FIN. <br />� FLR------- <br />T.O.M. <br />HDR HGT. <br />F.FL. <br />12 <br />5� <br />12 <br />�5 <br />T.O.P. <br />HDR HGT. <br />oZ�G CJ CJ CJ <br />-----N to = <br />2nd FIN. <br />---------- <br />-------------------- ------- <br />_ CJ / WEEP J/WEEP ---------------FLR. <br />12 <br />T.O.M. <br />- - - - - - - - - - ------------------------- \IS--------------------------- - - - - - - -- <br />HDR HG <br />------------------ <br />\_ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP ) <br />ROOF TO B-C <br />CENTERED ON <br />DOOR <br />REAR ELEVATION - Al <br />------------------L F.FL. <br />LEFT ELEVATION - Al <br />SCALE: 1 /4"=1'-0" <br />N 00 <br />1.1 <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 />\\ i <br />,, -- <br />1It <br />M <br />zLON <br />z g <br />Q M <br />via <br />VJ\ z <br />N <br />�-2 <br />� w <br />•u cn <br />0 w <br />N r <br />LU <br />Q <br />so <br />ZN�i;r. <br />W <br />W <br />t� <br />Z w ... aUM <br />d•� <br />v. aa�' p •• <br />of. <br />� (ttl{1111`� <br />To the best of the Engineer's knowledge, Infonnation and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 5th 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 />r,_ <br />CD <br />J <br />Q F <br />E <br />E <br />E <br />W <br />aH <br />z o <br />0a <br />z <br />U <br />H� <br />g E <br />o <br />go <br />D; <br />° <br />0 <br />N <br />w ~ <br /><o <br />w <br />z <br />ru <br />J <br />am <br />o <br />z <br />f� <br />3 <br />T <br />8 <br />o <br />Milli <br />co <br />zl�a <br />r <br />o 3 <br />C <br />o r <br />>L6 <br />L <br />> <br />00 <br />.� <br />0 <br />Q <br />W <br />0 = <br />0 <br />N <br />CL <br />m U <br />c <br />� <br />� <br />3 <br />L ' <br />o <br />T <br />L <br />N <br />00 O <br />00 0) N <br />r <br />v <br />cc <br />M N <br />' O <br />o <br />Z <br />cc <br />C <br />a <br />N <br />E 0 2 iu <br />O 'O N <br />0 � Q o <br />N <br />_J <br />JOB <br />NO: 19-5895 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />