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3 TAB SHINGLES. ROOF <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />N <br />T.O.M. - — <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(IYP.) <br />T n-M_ <br />c <br />a <br />12 <br />5� <br />15'-W RIDGE VENT <br />5 <br />12 <br />12 <br />�5 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />6'-0 3'-1 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />REAR ELEVATION - Al <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"=V-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP•) <br />12 <br />�5 <br />— — — — — — — — — — — — — — — — —————————————--——————————————————————————————— <br />—————————— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —-------- <br />1'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. 2'-0" 7.0 <br />gm) <br />F.FL. <br />— --------------------------------------------------------------------------------- <br />RIGHT ELEVATION - Al <br />: 1 /4rr=1'-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 />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 />c <br />4M <br />� <br />IT <br />v <br />r., <br />i '• <br />'•. <br />F 1- O N ••' <br />�"'MillIiIII%\"\\ <br />To the best of the Engineers 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. Engineses signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineefs signature and seal. <br />§9� C_J <br />N <br />en r N �C LL <br />LL tV2 LL J a a. <br />N (h Z W LL y <br />d Y <br />13 <br />0 <br />0 <br />a <br />z <br />.28CqG m I_ <br />t <br />LL <br />0) ,,'j�00W_ <br />o a o m o y <br />N R M Z J <br />z <br />° ❑00❑ <br />W <br />c <br />co <br />Z <br />z � <br />v <br />a <br />in <br />z <br />� <br />(Q <br />.0 <br />cn <br />w <br />Q <br />w F- <br />t'p <br />h— <br />W <br />fl <br />� <br />d= V <br />~ <br />O ECn <br />O < <br />gO <br />s U <br />z <br />N rC <br />It <br />it <br />W <br />ir <br />z <br />ro <br />° <br />g <br />1z <br />W <br />y <br />U W <br />yy�W <br />O <br />WW <br />�5 <br />}I= <br />_ <br />yy <br />2I< <br />U <br />�M <br />� <br />rn <br />m <br />m <br />0 <br />^L <br />W <br />\ <br />0) <br />•= <br />0 <br />> <br />0 <br />m <br />2 <br />� <br />T" <br />O 04 <br />0) <br />CD <br />CV <br />I 0) <br />M N <br />r <br />r T <br />r <br />E <br />Z <br />(n <br />C,)z <br />O <br />o <br />a. <br />U <br />Q p <br />JOB <br />NO: <br />20-0563 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />