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FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />EXTERIOR <br />PLASTER ON <br />FRAME — <br />12 <br />5� <br />35-SH <br />12 <br />Z:::::�5 <br />------ T.O.P. <br />HDR HGT. <br />------------------------------------------ __ 2ndFIN. <br />-------------------------------------------- <br />co <br />CJ <br />FLASHING 12 FLR. <br />--— — — — — — — — — — — — — — — — — — — — — — — — — WEEP---------- 5-------- -- ----P —_ T.O.M. <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />------------- <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />35-SH <br />12 <br />5� <br />-------------- <br />ROOF TO BE <br />CENTERED ON <br />DOOR <br />12 <br />�5 <br />----------------------------�— FIN FLR <br />5068 SGD <br />REAR ELEVATION - B1 <br />9' RIDGE VENT <br />SCALE: 1 /4"=V-0" <br />— — — — T.O.P. <br />— — — — — — ------------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR HGT. <br />EXTERIOR PLASTER <br />ON FRAME <br />25 SH <br />-----�---------------------- CJ------- CJ/WEEP --------CJ—I------------------------- <br />N on <br />TEXTURED o <br />CEMENTITIOUS co <br />FINISH ON C.M.U. <br />(TYP.) <br />LEFT ELEVATION - B1 <br />SCALE: 1 /4"=V-0" <br />2nd FIN. <br />FLR. <br />__--- T.O.M. <br />HDRHG <br />-----FIN FLR <br />CV <br />r <br />00 <br />19 <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 />' <br />Pt�' S E � <br />J.,� <br />' <br />Qh6�r cc`�1 <br />W <br />W <br />U : �0.�O <br />_ <br />'�. '••. F I. <br />'Z!'R0 F E <br />11l11111111 <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 Florida Building Code - <br />Residentlal <br />6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N � E <br />38 <br />V M N N 42 Soo LL LL <br />, C rn J it W <br />.� <br />00 �� LL .. 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