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8"x8" SMOOTH <br />TEXTURES CORBELS <br />1" x 9" SMOOTH <br />TEXTURED 12 _ 12 <br />FREEZE BAND 5� 5 <br />HEEL <br />— — — — — — — — — — — — — — — — — — — — <br />— — — — — — — — — — ---- -- <br />LJ <br />M F30 12 <br />T.O.M. <br />HDR HGT. — <br />TEXTUREDCEMENTICIOUS <br />❑ ❑ <br />co FINISH ON C.M.U. <br />(TYP.) <br />t0 <br />F.FL.----------- l�J------------------ —a <br />12 <br />5� <br />FZ14 <br />+3" SMOOTH <br />TEXTURED BAND <br />14'-0" RIDGE VENT <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />1' 0" <br />--— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —_�-- —�--- <br />1010101010101 IN, <br />MINIM] NINININ <br />FRONT ELEVATION — B1 <br />12 <br />�5 <br />SCALE: 1 /4"=1'-0" <br />7'-0" RIDGE VENT <br />3 TA13 SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />LEFT ELEVATION — B1 <br />SCALE: 1/4"=1'-0" <br />T.O.M. <br />HDR HGT. <br />.TEXTURED m <br />CEMENTICIOUS o0 <br />FINISH ON C.M.U. Co <br />(TYP. ) <br />F.FL. <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 then 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 />_ t <br />{ <br />IN <br />IV <br />•� <br />Q <br />U <br />O <br />' S <br />O '1 O' <br />E S S <br />"Mill Ill M% <br />�r <br />To the best of the Engineer's Imowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 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 />N <br />Q <br />E <br />�8 `r°v m <br />CSC' N <br />0 <br />CD <br />Mr-J LL <br />ti N ENO lL <br />�J��MM LLwa <br />W <br />5LLN 3 Ee a <br />N ' M LL ' Ce <br />Lu j <br />as Y <br />0 <br />0 <br />W?T <br />�0 mo <br />a,S 35 XQ o <br />uao <br />7M <br />�Z J <br />Z <br />j <br />W <br />0� <br />z � <br />z <br />Q <br />a <br />aX <br />0 <br />w <br />o <br />U <br />a <br />o <br />L'j' <br />fn <br />yzu') <br />c <br />C) <br />0 <br />Of <br />a w <br />� <br />cc <br />M <br />z <br />W <br />zM <br />J <br />l.L EE <br />E <br />o <br />io <br />w� <br />�° <br />Z• <br />_ <br />X� <br />oa <br />v7 U <br />Z <br />O <br />L$ <br />ip <br />x� <br />¢z <br />Wmi <br />a3 <br />C <br />iLL <br />Z <br />u� <br />�� <br />WLL <br />d <br />]oz U <br />~gg <br />C <br />> <br />25 <br />v 3 <br />yM <br />> d' <br />� <br />ui <br />rn <br />120 <br />O <br />`W <br />00 <br />■' <br />> <br />T <br />C m <br />2 <br />N_ <br />� <br />■ <br />J r` <br />Lo <br />r <br />2 00 <br />M N <br />T r <br />r <br />T <br />M <br />c <br />Z <br />Z <br />E Q <br />0 <br />N aj <br />c <br />n� <br />U _J <br />a p <br />JOB <br />NO: <br />20-0553 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />