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N <br />8'-0" RIDGE VENT <br />1" x 4" SMOOTH F4 — <br />TEXTURED F1 12 <br />TRIM / BAND 5� I I L <br />6" FASCIA 12 <br />(NP) 5 1 I <br />_FLASHING ------ <br />HDR HGT. <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />25 SH <br />2nd FIN. FLR. <br />----- ------------------------ <br />----- — — — — — — — — — — — — — — — — — — — — <br />T.O.M . _____ U.,190 <br />---_-- HDR HGT. CJ/WEEP N <br />_ _ _ _ <br />DECO <br />CORBEL <br />F17 <br />F1 <br />TEXTURED ~ <br />CEMENTITIOUS <br />FINISH ON C.M.U. 25 SH <br />F1 <br />12 <br />5� <br />12 SHINGLE OR TILE ROOF PER <br />Q5 COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />12 1 ICI I Ll l 1" x 12" SMOOTH <br />25 SH 25 SH TEXTURED <br />FLASHING TRIM / BAND <br />--- ——��—\------------------------------------------- <br />F11 <br />---------- /WEEP <br />------ <br />F5 <br />F1 <br />F�4� 1" X 8" SIMULATED <br />WOOD FINISH <br />1�mli_�__IIEE11 11w <br />F1 <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS —� <br />12 <br />5� <br />FRONT ELEVATION - Al <br />12' RIDGE VENT <br />SCALE: 1 /4"=V-0" <br />V-241" <br />to 00 <br />nl 2" <br />CID <br />V-8" <br />1 GABLE END VENT <br />SCALE: 314"=1'4Y" <br />1" <br />Y <br />io <br />1" <br />2 COLUMN DETAIL <br />SCALE: 311 <br />-------------------- -- — ---- — ----- ------ -----------T.O.P. <br />---- ------ — ---- — -- -- <br />------- 4' RIDGE VENT HDR HGT. <br />OFFRIDGE VENT <br />25 SH <br />FLASHING -------------------------- <br />- ---------------------- - - ------- ------------ <br />--- <br />CJ / WEEP <br />—t—�— 1--0------------------------------------------------------------------------------------------------------ — <br />EXTERIOR <br />PLASTER <br />ON FRAME <br />2nd FIN. <br />T.O.M. <br />-ICO <br />60 <br />F1 <br />2'-0" <br />TEXTURED y 60 <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />25 SH (NP.) <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 />LEFT ELEVATION - Al <br />:1:1/4_ <br />IV I <br />Aq <br />- <br />�q•O mry G� <br />re <br />¢gEiti1�31kt <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specftadons contalned within these <br />drawings comply with the 2017 Florida Building Code <br />Residential 6th Edition. Engineers signature and seal <br />- <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />go� <br />O <br />�MNn125U. <br />LL <br />14 <br />•= J LL ai�rr 1 <br />�' N <br />f:=OW� <br />WLL <br />c <br />ClL �Il <br />Q � °d <br />O <br />2 o <br />co Q7-T <br />ILFN <br />N a cn Z C� F -.r <br />66 <br />W <br />cD <br />Z � <br />Z n <br />Z � <br />d <br />c�i <br />0 Q) <br />0 <br />4-1 <br />a <br />— <br />to <br />LU <br />01 <br />O <br />w r <br />(n <br />VI <br />C E <br />U 00 <br />co <br />W <br />V) <br />J <br />EZ. <br />0 � <br />Z. <br />Qo <br />E 8_xxo <br />~ <br />N <br />O� <br />�O <br />iU <br />O% <br />Z <br />D_.1 <br />. � <br />� C <br />�jY <br />o <br />QLL <br />Z <br />�� <br />b <br />sW <br />Z <br />c�LL1Z <br />W <br />(j <br />90 <br />m <br />W <br />�k <br />o <br />i <br />i1WTv <br />3 <br />T <br />2 <br />M <br />°1 <br />� <br />^L <br />W <br />�o <br />c� <br />T� <br />00 <br />N <br />> <br />r <br />0 <br />a^C^, <br />m <br />CO <br />o <br />o <br />(3) <br />00 <br />00 <br />._ <br />N <br />N <br />T <br />00 <br />ro <br />T <br />E <br />_ <br />_ <br />N <br />d <br />o <br />Z <br />Z <br />O <br />_2 <br />c <br />a. <br />U <br />Q 0 <br />3 <br />JOB <br />NO: <br />20-3569 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3,1 <br />