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,l- <br />•`-too <br />co <br />VMlv <br />—ICO <br />bo <br />M� <br />CV <br />T.O.P. <br />HDR HGT. <br />12 <br />5� <br />CJ <br />12 <br />zz::::�5 <br />2nd FIN. <br />--------- ----------------- -------------------- ------------------- <br />FLR. <br />12 FLASHING <br />T.O.M._________ CJ/WEEP _- - CJ/WEEP __--- <br />FIN FLR <br />9' RIDGE VENT <br />12 <br />5� <br />5068 SGD <br />- ROOF TO BE <br />CENTERED ON <br />DOOR <br />35-SH <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />35-SH <br />--------------- <br />TEXTURED -J <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=1'-0" <br />12 <br />Q5 FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />T.O.P. <br />HDR HGT. <br />EXTERIOR PLASTER <br />ZI ON FRAME <br />25 SH <br />2nd FIN. <br />------------- -------------------------------------------------------------------------- ------ <br />FLR. <br />T.O.M. CJ CJ / WEEP CJ <br />-------------�-------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- <br />2'-0" <br />o TEXTURED <br />BO CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />FIN FLR <br />RIGHT ELEVATION - Al <br />SCALE: 1 /4"= V-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 />`e�tlltllll)��,, <br />.0s <br />�s <br />IV <br />v <br />4 <br />�0 _; �o ,� p < 0 <br />. <br />P'e ••.� <br />��' <br />�A <br />`!f pR o <br />```% <br />11"; `%,, <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. Engineer's signature and seal Is only for <br />the structural engineering potions of the drawing pages bearing <br />Engineers signature and seal. <br />'W <br />= <br />e� pppp <br />O O O C/ �O <br />I♦ <br />0 <br />or, c h tLL <br />LL N LL LL d <br />N <br />a <br />V1 fh 0. 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