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4 <br />V I tr THICK <br />•�w L OPENING DIM. <br />i • INSTALL OVER STONE. <br />TYP. <br />i . FIN. TO HAVE <br />TRADITIONAL LOOK a <br />SMOOTHI SAND FINISH <br />. FOAM/ EPS MATERIAL <br />18 ACCEPTED <br />irl OF <br />N <br />1 DECORATIVE SHUTTER <br />F20 <br />V-4" I <br />1" x 12" SMOOTH <br />TEXTURED <br />TRIM / BAND—, <br />12 <br />5L,,--' <br />F4 <br />----------------- <br />'V <br />8'-0" RIDGE VENT F4 <br />L 12 <br />COMPOSITION SHINGLES <br />ROOF INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />1 " x 4" SMOOTH <br />Y--- - - - _ TEXTURED <br />TRIM / BAND <br />- - - 6" FASCIA <br />T f � <br />-T.O.P. <br />----- <br />HDR HGT. <br />---- ----- -- - - - <br />18" X 60" <br />SHUTTER <br />�lao <br />04 <br />co <br />1 25 SH 25 SH 25 SH <br />FLASHING , <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �'� — — — — — — — 2ndFIN.FLR. <br />-------------------- — ------ <br />i <br />5 _ _T.O.M. <br />----------------------------------------- --- HDR HGT.. <br />------ <br />----- <br />12 <br />L <br />F5 <br />------------------- <br />------- - 4'RIDGEVENT- <br />F2 <br />12 <br />5� <br />25 SH <br />00 <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />6-0" RIDGE VENT <br />FRONT ELEVATION - 61 <br />I i i I _1_.-.. 1._ i T I. 1 .�1_— i i 1-T'�F�.:-arr-1- �-_�•i�r <br />--------------------- HDRI <br />CJ <br />25 SH Ifl <br />R., <br />-------------------------- <br />------------.—_—.— ------ <br />- - - - -- CJ / WEEP <br />-�-1- ------------------------- <br />-------------------------------------------------------------------------------------- -- - - <br />mi <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />--------------------------------------------------------------------------------------------------------------------iI--------F.FL. <br />�100 <br />bo <br />SCALE: 1 /4"=1'-0" <br />LEFT ELEVATION - B1 <br />1 /4"=1' <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-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />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 penetrat(on 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 contructions 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 />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO, IN. OF NET FREE AREA / SO. FT. <br />0 Ln <br />zm®Z <br />z <br />d <br />Cn Z <br />W <br />Xo <br />� <br />U — <br />0 w <br />120 <br />�N = <br />U <br />"' <br />Is <br />mll,- <br />M � <br />t j i <br />mom� <br />d <br />o <br />Al1 <br />N C B D C <br />`--; <br />wi <br />�� <br />QE, <br />1 <br />- W <br />m <br />.2 aLL <br />< Q•.. • • <br />J <br />To the best of the Engineers ation, and <br />belief, the structural plans and spec cations contained <br />within these drawings comply with the 2017 Florida <br />Building Code -Residential 6th Edition. Engineer's <br />signature and seal Is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z N <br />0 � N <br />� LA M O <br />. M <br />< M Ln <br />a. to :2 <br />V Ln <br />at0Ln <br />CL M <br />tY V p. <br />Q <br />E00 <br />Z <br />W <br />J � <br />d' <br />Cie <br />Lu <br />c� <br />jc <br />q�� a <br />Z <br />0 <br />� G " V <br />g ti <br />TYI <br />00 <br />LU <br />N <br />R <br />OC) <br />N <br />W <br />0z _ <br />p <br />Ln <br />= <br />� <br />z <br />a <br />N <br />I <br />L.L <br />Witt <br />Z <br />J <br />.--I <br />Lr) <br />W <br />� ti <br />a <br />Z <br />O� <br />Z <br />m <br />o <br />N <br />06 <br />Z <br />g <br />U <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />3.1 <br />