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ao <br />N <br />ti <br />12 <br />5� <br />35-SH <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />2nd FIN. <br />--------- ----------------- ------------ -------------------------------- -- <br />T.O.M. CJ / WEEP C 12 FLASHING <br />FLR.CJ / WEEP <br />----------------------------------51 =�.—��---------------------------------------- -- <br />(.` 0T.", <br />FIN FLR <br />9' RIDGE VENT <br />5068 SGD <br />12 <br />5L,<� <br />ROOF TO BE <br />CENTERED ON <br />DOOR <br />TEXTURED —J <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />35-SH <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />REAR ELEVATION - B1 <br />SCALE: 1 /4"=1'-0" <br />12 FIBERGLASS SHINGLE <br />5 INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />T.O.P. <br />HDR HGT. <br />EXTERIOR PLASTER <br />ON FRAME <br />e"--T <br />25 SH <br />2nd FIN. <br />-- -------------------------------------------------------------------------------- ------ <br />FLR. <br />T.O.M. CJ — — — CJ /WEEP CJ <br />HDR HGT. — — — _ _ <br />°p o TEXTURED <br />0° co CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />FIN FLR <br />RIGHT ELEVATION - 61 <br />SCALE: 1/4"=1'-0" <br />r <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 />������f<tulu►luiii� <br />A/ <br />P ' NSE���• *N <br />lr <br />ro <br />lb <br />U <br />— <br />•� <br />FLD 4L. <br />i �R O F E S S 1 O� <br />,��''�nfrh <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 Florida Building Code - <br />Residential Bth Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />W <br />c _J <br />U <br />04 #00LL <br />Z <br />103a <br />r/5 r, LL # a <br />LL <br />y M �LLl rA JLL d a. <br />LL <br />mg 00 <br />M.2 <br />IlC <br />W <br />N<o Ixm O <br />�°'°' o <br />I, <br />J <br />a 0 O <br />'c) N Z O <br />N <br />= <br />CC55 <br />O U ❑❑❑ <br />W <br />z <br />z <br />(D <br />Q <br />d <br />N <br />Z <br />.pL <br />�U <br />C <br />O <br />toUn <br />c <br />M <br />2 <br />os <br />W <br />Z <br />EsLL <br />E <br />F- N� <br />o< <br />gff <br />�d <br />Z <br />N <br />°6 <br />�So <br />d? <br />rp <br />C <br />a% <br />Z <br />y <br />�0 <br />o <br />10 <br />Q <br />Z <br />J <br />J6JZ <br />m <br />W <br />s Z <br />U <br />Wo <br />oLL <br />NJJ ,Yy <br />Q < <br />�N <br />0 <br />= <br />U) <br />L <br />ci <br />c� <br />Z <br />O <br />m <br />� <br />C� <br />F— <br />%%�Ow <br />h <br />O <br />O <br />..� <br />T <br />J N <br />O <br />T <br />N <br />= <br />00 C <br />r <br />E <br />T <br />N <br />o <br />Z <br />m <br />Z <br />E <br />EE <br />H <br />y <br />`m <br />d <br />U J <br />< 0 <br />J <br />JOB <br />NO: <br />20-6578 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />