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CT <br />N <br />T.O.P.------- <br />HDR HGT. <br />2nd FIN. <br />FLR. <br />T.O.M. <br />FIN FLR <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />F13 <br />EXTERIOR PLASTER 12 <br />ON FRAME <br />5 <br />1" x 4" SMOOTH <br />TEXTURED <br />FLASHING <br />TRIM / BAND <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />12 <br />zz::::�5 <br />T.O.P. <br />------ —_ HDR HGT. <br />F6 Nl r <br />- 9ti <br />1" x 12" SMOOTH <br />25 SH <br />25 SH <br />12 - <br />5 <br />—r 25 SH <br />TEXTURED <br />FLASHING �' <br />—��' <br />_ <br />2nd FIN. <br />TRIMBAND -- <br />------------------------- <br />----------- ----_ <br />--------- <br />---------------------- <br />--FLR. <br />r <br />T.O.M. <br />CJ / WEEP <br />CJ / WEEP <br />F20 -- <br />--------------------------------------- <br />10 <br />HGT. . <br />— — <br />I <br />IHDR <br />__ _ _ <br />-------- <br />— <br />—— <br />F1 <br />I <br />I <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />�0 <br />I <br />I <br />I <br />F1 <br />CMU (TYP) <br />I <br />I <br />F20 <br />I <br />I <br />35 SH <br />F1 <br />I <br />I <br />I <br />I <br />— — FIN FLR <br />16070 OVERHEAD DOOR <br />F21 3068 <br />F2 <br />F1 F1 <br />FIBERGLASS SHINGLE <br />IAIQTAI I MM A0 E3=0 12 <br />FRONT ELEVATION - 61 <br />RIGHT ELEVATION - B1 <br />SCALE: 1 /4"=V-0" <br />SCALE: 1 /4"=V-0" <br />11 <br />IT <br />co <br />1 ENTRY COLUMN DETAIL <br />SCALE: <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 at over an approved synthetic use 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 />L <br />CO <br />0 <br />O <br />I <br />�FZO W `,i <br />U ; �O�OFQS <br />`� O F E S s1 <br />77�r11 ff l i I I I1!!1'%�',, <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 />Residential <br />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 />Q <br />O O S N 9R <br />u <br />O J 6L <br />C)� *k00u <br />t» <br />7 rj LL LL d <br />CA a <br />�?Nco w vim <br />m�LL aw o <br />13 <br />Z <br />Z <br />W <br />0 ►— <br />m _ <br />:: mmoJo <br />E E C-4 <br />W <br />Z <br />L IL <br />i E rn o a o <br />�i4NO <br />aacoZ U00� <br />�� <br />Z <br />❑❑❑❑ <br />W <br />' r� <br />v N <br />Z p <br />Z ti <br />Z <br />a <br />d <br />U) <br />N� <br />M <br />to <br />z <br />. <br />�--� <br />(� <br />.v <br />w <br />LLJ <br />0 <br />0 <br />w t- <br />V) <br />�`a <br />C <br />._ <br />co co <br />• <br />SO <br />19 <br />ti <br />co <br />n E <br />a <br />iC,:, <br />RR <br />�0 <br />Q <br />E: O <br />~ f6 <br />w <br />o0 <br />a <br />S� <br />Z <br />N <br />M <br />�� <br />s <br />¢w <br />.�. <br />C <br />y <br />a <br />Z LL <br />W <br />ZU5 <br />r0 <br />{ 3 <br />< a <br />g Z <br />° <br />W <br />d <br />U <br />8W <br />WLL <br />�o <br />yLL <br />a Z <br />Ww <br />�k <br />CD <br />0 <br />3 <br />J <br />ACV <br />> L6 <br />d <br />L <br />10 <br />.= <br />T <br />> <br />M <br />a. <br />C s <br />Cfl <br />F- <br />m <br />_ <br />� <br />..� <br />o <br />LO <br />o <br />� <br />UN') <br />N <br />= 04 <br />� N <br />Llf� <br />E <br />c M� <br />M N <br />z° <br />to <br />Z <br />C <br />E O <br />m <br />f6 <br />C <br />Il <br />0 J <br />Q 0 <br />J <br />JOB <br />NO: <br />20-0566 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />