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3 <br />v <br />_ <br />Q <br />v <br />c <br />O <br />ID <br />po <br />J <br />to <br />to <br />rh <br />0 <br />I <br />N <br />iE <br />r� <br />0 <br />to <br />0 <br />CID <br />l0 <br />co <br />r� <br />0 <br />I <br />Qi <br />Q" <br />v <br />rn <br />0 <br />.o <br />c <br />3 <br />N <br />N <br />E <br />N <br />0 <br />0 <br />J <br />i <br />s <br />V <br />J <br />0 <br />Cam. <br />N <br />O <br />LO <br />w: <br />0 <br />O <br />rl <br />N <br />N <br />Lc <br />ci <br />0 <br />tZ <br />W <br />0 <br />m <br />to <br />12 <br />5[:� <br />5'-10" <br />--—— — — — — — — <br />4' OFFRIDGE VENT <br />12 <br />�5 <br />REAR ELEVATION - Al <br />12 13'-0" RIDGE VENT <br />51 <br />12 <br />5[, — <br />HEEL <br />ti <br />CV <br />T.O.M. <br />— — — — ----------------------- <br />2'-0" <br />HDR HGT. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />fi $' <br />TEXTURED <br />o CEMENTICIOUS <br />r_ <br />00 00 FINISH ON C.M.U. -1 <br />io (TYP.) ti <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />--------------------------------------- -- — -- <br />11-041 <br />TEXTURED 3'-0" <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />RIGHT ELEVATION - Al <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 <br />C926 and ASTM C1063, or ASTM C1787 and the provisions of <br />this code. <br />R703,7.1 Lath. <br />Lath and Lath attachments shall be of corrosion -resistant <br />materials. Expanded metal or woven wire lath shall be attached <br />with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, <br />16 gage staples, spaced in accordance with ASTM C1063 or <br />C1787, or as otherwise approved. (Refer to sheet SN1 for the <br />engineered method for Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ <br />6" O.C. vertically/horizontally into the framing members. <br />Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. <br />min. @ 6" O.C. vertically/horizontally or compatible adhesives, <br />exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. <br />or in a semi -continuous bead between the solid plaster base and <br />the solid portion of the key attachment flange. <br />Control Joints: Install control joint lathing accessories in <br />conformance with C1063. Lath shall not be continuous through <br />control joints, but shall be stopped and tied at each side. <br />All accessories shall be in accordance with the latest ASTM <br />C1063 & ASTM C1861. <br />R703.7.2 Plaster. <br />Plastering with cement plaster shall be not less than three coats <br />where applied over any type of code -approved lath and shall be <br />not less than two coats where directly applied over masonry, <br />concrete, clay brick, stone, or tile. If the plaster surface is <br />completely covered by veneer or other facing material or is <br />completely concealed, plaster application need be only two coats, <br />provided total thickness is as set in Table R702.1(1). <br />Cement plaster shall be in accordance with ASTM C926 and <br />material shall be in accordance with one of the types listed in <br />R703.7.2. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed as required in Section <br />R703.2 and, where applied over wood -based sheathing, shall <br />include a water -resistive vapor -permeable barrier with a <br />performance at least equivalent to two layers of Grade D paper. <br />The individual layers shall be installed independently such that <br />each layer provides a separate continuous plane and any flashing <br />(installed in accordance with Section R703.4) intended to drain to <br />the water -resistive barrier is directed between the layers. <br />R703.2 Water -Resistive Barrier. <br />One layer of No. 15 asphalt felt, free from holes and breaks, <br />complying with ASTM D226 for Type 1 felt or other approved <br />water -resistive barrier shall be applied over studs or sheathing of <br />all exterior walls. No. 15 asphalt felt shall be applied horizontally, <br />with the upper layer lapped over the lower layer not less than 2 <br />inches. Where joints occur, felt shall be lapped not less than 6 <br />inches. Other approved materials shall be installed in accordance <br />with the water -resistive barrier manufacturer's installation <br />instructions. The No. 15 asphalt felt or other approved <br />water -resistive barrier material shall be continuous to the top of <br />walls and terminated at penetrations and building appendages in <br />a manner to meet the requirements of the exterior wall envelope <br />as described in Section R703.1. <br />R703.4 Flashing. <br />Approved metal flashing, vinyl flashing, self -adhered membranes <br />and mechanically attached flexible flashing shall be applied <br />shingle -fashion or in accordance with the manufacturer's <br />instructions. Metal flashing shall be corrosion resistant. <br />Fluid -applied membranes used as flashing shall be applied in <br />accordance with the manufacturer's instructions. All flashing shall <br />be applied in a manner to prevent the entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. <br />Self -adhered membranes used as flashing shall comply with <br />AAMA 711. All exterior fenestration products shall be sealed at <br />the juncture with the building wall with a sealant complying with <br />AAMA 800 or ASTM C920 Class 25 Grade NS or greater for <br />proper joint expansion and contraction, ASTM C1281, AAMA 812, <br />or other approved standard as appropriate for the type of sealant. <br />Fluid -applied membranes used as flashing in exterior walls shall <br />comply with AAMA 714. The flashing shall extend to the surface <br />of the exterior wall finish, <br />Approved flashings shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry construction 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 intersection. <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 />REV. 09.24.21 <br />CVa <br />c� <br />� <br />o <br />>' W <br />m M <br />y o U <br />0 <br />3 <br />odd <br />v d <br />w c o <br />o E <br />� v <br />Q <br />M <br />N <br />0 <br />N <br />0 <br />0 <br />J�. <br />ZTAiE OF <br />5r <br />9 <br />����ayk3'�➢"sBt13a <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />aC> <br />�EN <br />N O C <br />* <br />(r <br />W LL J <br />d] N LL <br />M V LJi d LIJ <br />D- <br />4 <br />a Z <br />a <br />Z <br />J � Z <br />0 <br />s m v O <br />w" > o <br />m Lu Q <br />Wr°�o'°' <br />¢ r- <br />ZN <br />o X o w <br />CO U � <br />Z <br />F=-. <br />o 00❑ <br />W <br />Z N M <br />o g <br />Z <br />N <br />� o � <br />� <br />Q <br />J <br />N <br />N <br />M <br />z <br />f>3 <br />� <br />W <br />� <br />U <br />0 <br />V) <br />u, o <br />N <br />.) <br />f6 <br />� U) <br />w � <br />m <br />i <br />8 <br />0 <br />c <br />10 <br />N W <br />o <br />� <br />w <br />M <br />CID <br />y ¢ <br />Z <br />E <br />zo <br />~ <br />o a <br />{- n7 <br />0 E <br />U o <br />g <br />�z <br />wZ <br />ra <br />c <br /><Z <br />�< <br />mo <br />o0 <br />m a� <br />J <br />"m <br />aZ <br />¢� <br />�z <br />gza <br />A > <br />? <br />y W <br />m <br />< <br />�z <br />�r <br />O <br />0 <br />° <br />0 <br />0 O <br />Lid <br />m <br />Q <br />CM <br />CV <br />W <br />L0 <br />+ <br />QI <br />O <br />rn N <br />� <br />ca o <br />,r <br />LL N <br />0) <br />N <br />(� <br />M <br />o <br />z <br />z <br />E Q <br />y <br />m <br />cc <br />p <br />c <br />a <br />U <br />Q <br />_J <br />JOB <br />NO: <br />23-03656 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />