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M6.. ..... r,w _ i �l J,_ .. <br />CV <br />ti <br />0? <br />60 <br />n <br />F4 <br />I •1 <br />12 <br />�5 FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />SMOOTH <br />TEXTURED <br />FLASHING <br />------------------------------------ <br />T.O.M.. _ _ I iiiiii � <br />CJ WEEP <br />s <br />F1 IMM: <br />35 SA <br />F1 <br />FRONT ELEVATION - Al <br />1=I0CW-21 AQQ OUIKYl_l C <br />SCALE: 1 /4"=1'-0" <br />------- T.O.P. <br />__-_--_ HDR HGT <br />LEFT ELEVATION - Al <br />SCALE: 1,4-,-0 <br />04 <br />FLR. <br />T.O.M. <br />HDR HGT.. <br />FIN FLR <br />IT <br />l_ <br />CO <br />1.4 <br />DECORATIVE SHUTTER <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 manufacturers recommendations. <br />.% <br />,,� ' y' • • * ewe <br />•.• C-) <br />Al •ill <br />e� <br />O i E ; ; <br />To the best of the Engineers knowledge, kdormadon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residentsl 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />O N C N it <br />Om <br />17 <br />3 LL N U.O. <br />N <br />y (h W <br />0 aW <br />Z <br />g <br />�rn�, o <br />12 <br />m°p <br />W <br />zC <br />SET <br />Z <br />LL <br />rn.al- N o lY Q N <br />a <br />Nat)Z 0 J <br />. . < <br />W <br />U' <br />z <br />z <br />n <br />Z <br />� <br />Q <br />U) <br />Q) <br />Z <br />0 LL u- <br />. <br />� M <br />•v <br />uu <br />! <br />�O <br />0 <br />N <br />c <br />� <br />C) 3 <br />offit <br />G� <br />Cl) <br />W <br />J <br />11 <br />E <br />m <br />cZ <br />yppy;; <br />z <br />Q <br />9 � <br />�U <br />oa <br />UO <br />z <br />O E <br />N <br />oa <br />�o <br />azZ� <br />.�„ <br />rp <br />ado <br />WX <br />F O <br />z <br />C <br />oLL <br />U <br />W <br />a <br />Mill <br />o <br />�z <br />�w <br />�I'o <br />�� <br />CO <br />st <br />il'd <br />0 3 <br />E? <br />> Lo <br />L <br />� <br />W <br />c� <br />:3 <br />Cfl <br />N <br />0 <br />CO <br />Ll <br />a <br />O <br />�C <br />C7 <br />Cfl <br />m <br />O <br />to <br />= N <br />V <br />I� <br />._ <br />r <br />N <br />= <br />rn N <br />LO <br />E <br />00 <br />c <br />M \ <br />T <br />O <br />Z <br />E O <br />E <br />y <br />Z <br />C <br />rp <br />EL <br />U J <br />O <br />Q 0 <br />C <br />J <br />JOB <br />NO: <br />20-3574 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />