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12 <br />15.0 <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />- - <br />N - -`c <br />--_ — HDR. <br />EXTERIOR <br />RAISED BANDS OR FOAM PLASTER ON <br />PER COMMUNITY FRAME 00 <br />SPECIFICATIONS <br />`~ FLASHING <br />-.._...- - - - 25-SH- - - - - - - - - <br />-------------- 1 -- <br />N o CJ / WEEP <br />---- <br />---- — ----- —— — — — — — — — — — — ———--- --__--———— — — — — —— <br />— ---- <br />SCORED FL I FL 11 <br />I� a ^� <br />STUCCO __ _ U E1717F710FT-771 <br />ao <br />50 <br />N i— <br />_.------- __._...._El El E::] <br />TEXTURED co <br />L�J" -- CEMENTITIOUS <br />FINISH ON El F____1 N 4„ - -----1[....- - - - CMU (TYP) <br />---FIN FLR <br />3068 <br />FRONT ELEVATION - A <br />SCALE: 1/4" = V-0" <br />9'-0" RIDGE VENT <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />12 <br />- 14.0____ 2ND <br />FIN <br />-FIN FLR <br />TEXTURED <br />CEMENTITIOUS <br />FINIS <br />H ) LEFT ELEVATION - A <br />SCALE: 1/4" =1'-0" <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 />overing <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 1-112" long, 11 gage nails having <br />a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in <br />accordance with ASTM C1063 or C1787, or as otherwise <br />approved. (Refer to sheet SN1 for the engineered method for <br />Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.0-1/2" 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 />e+� <br />N <br />O <br />N <br />CLi <br />� <br />Z <br />N a <br />0 W <br />Q n o <br />M� — a� pc <br />LL. <br />a <br />N N <br />Q N N <br />N Y <br />d <br />�a <br />> Ca r_ <br />c <br />3 V <br />N N JU <br />f..1 N <br />a oc .1O a. <br />as <br />e9 4 <br />or � <br />OlW <br />• <br />ro <br />Q t �Oh�OQ <br />• <br />\, q <br />5� <br />F1-0 <br />.�rf/�ll111111H\��h <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 signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />iW- <br />g <br />8 <br />S <br />V <br />a� <br />N - r- <br />N <br />rn 04 <br />(ii <br />N p �1 <br />y M �7 � � <br />_J t y LL a <br />Z <br />Jut <br />m°f o <br />rag <br />m <br />Z <br />LLW�°'°' <br />0 NZd04 0 <br />z <br />OU 0 <br />z <br />z <br />z � <br />CZ <br />U_ <br />Tom' <br />J <br />0 <br />L.Li <br />W <br />� <br />U <br />Q <br />Q <br />o <br />ffi <br />Q <br />E <br />oLL <br />zo <br />Z <br />- <br />g <br />g� <br />�€� <br />_CD "�a <br />•� ra <br />�o <br />-8 <br />x <br />Z <br />>Z <br />ZC <br />rA J <br />< b <br />Z Z <br />g <br />as <br />WX. <br />3 <br />-o <br />�k <br />S <br />0 <br />� <br />YID <br />O <br />Lo <br />C <br />rn <br />nY <br />C9 <br />00 <br />r... <br />c <br />� ,. <br />Q <br />Cr <br />O <br />(n <br />N <br />H <br />In <br />O <br />N <br />-v <br />I*%- <br />01 CO <br />C7 04 <br />C� <br />N O <br />LO <br />r•• <br />T <br />41 <br />m <br />CV) NE <br />z <br />cc <br />ZEoQ <br />n <br />C <br />a <br />i <br />c9 <br />10 J, <br />a o <br />CC. <br />°3 <br />JOB <br />NO: <br />22-12357 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />