Laserfiche WebLink
�00 <br />0000 <br />0 <br />i <br />a <br />-41 <br />Cn <br />S <br />co <br />N <br />O <br />J <br />00 <br />00 <br />0 <br />H <br />Q <br />HEEL <br />12 <br />5� <br />12 <br />�5 <br />F4 <br />T.O.M. <br />__ — — — — — — — — — — — — : <br />HDR HGT. — <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />F. FL. 7-J <br />---- ----- ------------------- <br />12 <br />7�5 <br />3 TAB SHINGLES. ROOF <br />F30 INSTALLED AS PER MANUF. <br />— — - — — — SPECIFICATIONS <br />1' 0" <br />IA—- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1--- <br />CD EE:IEIJEl El <br />Gill FF <br />J„ El ]`Fp� VLl1 i <br />1 <br />14'-0" RIDGE VENT <br />12 <br />5� <br />FRONT ELEVATION - Al <br />12 <br />ZZ::Z15 <br />15'-0" RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />— — — — — — _ T.O.M. <br />------------------------ HDR HGT. <br />---------------------------------------- ------------------------ <br />6" FASCIA <br />(TYP) <br />ol 2'-0" <br />TEXTURED _ O <br />CEMENTICIOUS 00 60 <br />FINISH ON C.M.U. <br />(TYP. ) <br />F.FL. <br />LEFT ELEVATION - Al <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 />.��,,t�ezaaa;altttrtorr�� <br />�W/V Irk <br />CIJ <br />ro <br />o ; <br />✓����A�/o�OFE�aStO`� <br />O\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 <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 />Engineers signature and seal. <br />W <br />00 <br />E to <br />°°3 NNW <br />v <br />ifl <br />_a <br />Q <br />N - W LL <br />N It <br />7 u7c -� W <br />a <br />w <br />�mM � a <br />J � a <br />Z <br />M � 0 a: <br />L. O m o <br />Ot <br />,+'0- <br />N �_ m <br />j N a] <br />W <br />Z <br />(0 (j -J o a <br />00 N K O <br />M U <br />Z <br />N F- J <br />°" ❑❑❑ <br />W <br />z N M <br />O <br />NMI <br />v <br />cl- <br />13 <br />to <br />N <br />M <br />z ca <br />u- <br />o <br />4-1 <br />.O <br />cn <br />w m <br />W <br />In <br />un <br />O <br />c <br />%n <br />U <br />w o <br />F- J E <br />f6 QV <br />L <br />V O N <br />N m <br />0 <br />sm <br />C <br />�w <br />M <br />M <br />z <br />o <br />z <br />L.L. E <br />Q <br />� O <br />z a <br />uj <br />z o <br />� � <br />�® <br />a= <br />E <br />X O <br />U <br />a <br />0 O <br />O C <br />� z <br />¢� <br />a z <br />L <br />. (a <br />- <br />y <br />U <br />�o <br />� <br />mO <br />OZ <br />z <br />J <br />N <br />�� <br />w <br />Oo3 <br />> <br />ZZ <br />Z O <br />N <br />o <br />av <br />z <br />W <br />Qo <br />dLL <br />�� <br />ao <br />x3 <br />}o <br />.5 w <br />aF <br />'S <br />cc <br />W <br />cc <br />•� <br />c <br />ca <br />CO <br />M <br />i� <br />0 <br />in <br />T <br />co CVO <br />LO <br />(0 <br />M <br />rn LO <br />r <br />M <br />ca <br />E (D <br />N <br />ca <br />Q <br />U -1 <br />Q p <br />� <br />JOB <br />NO : <br />20-8082 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />