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I <br />3 <br />i <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />t <br />12 <br />5.01 <br />HDR. <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />_ <br />r <br />00 , <br />N <br />FLASHING <br />---------M-SH..---- <br />2ND _ <br />RAISED BANDS OR FOAM <br />PER COMMUNITY <br />SPECIFICATIONS <br />HDR---- --------------------------------- - - - ---- <br />TEXTURED r771 1-0El � u � SCORED <br />CEMENTITIOUS L <br />STUCCO <br />FINISH ON—�El�]nTCMU (TYP) <br />- v <br />00 <br />00 <br />FINFLR___ <br />12 <br />5.01 <br />FRONT ELEVATION - A <br />SCALE: 1/4" = V-0" <br />9'-0" RIDGE VENT <br />_ EXTERIOR <br />PLASTER ON <br />00 <br />FRAME <br />12 CJ 25-SH CJ <br />2ND4.01 ----------------------------------------- IN FLR T -_ <br />--------- — ------------------------------------------- <br />CXWEEP <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />12 <br />—14.0 <br />RIGHT ELEVATION - A <br />SCALE: 1/4" = V-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 />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 <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.x1-1/2" long (3/4"-1" 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 cede -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 />ems <br />N <br />� <br />sc <br />s <br />tL(� <br />N <br />C W <br />r- - p <br />a9— o <br />ix <br />Rv N <br />A C7 �- <br />y N C 10 <br />Q N Y <br />� d <br />` <br />LJ �oddp <br />d <br />Q. <br />o <br />a. <br />L <br />\ `\e���,�dltlililNftPt���fi <br />Ro VVAr <br />P •••- <br />S E <br />` <br />N <br />rZ �N <br />d <br />FL <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 />Residentiel <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />N <br />F <br />D <br />Y/I <br />M W <br />Z <br />cq J LL ILLLL Q. <br />32 <br />W <br />L0O1_o <br />p2 <br />`V <br />W_ <br />00 <br />K <br />NunM Z J J <br />� o <br />W <br />❑o <br />0 <br />z � � <br />a <br />Zia <br />t/1 <br />z � <br />■ <br />4-J <br />tA <br />was�— <br />U <br />E <br />8 <br />S <br />c <br />• <br />�Q <br />M <br />R <br />O <br />ao <br />Ze <br />Z <br />og iz <br />D <br />� <br />,= t <br />� <br />S <br />a <br />W <br />W <br />p& <br />�$v <br />Y <br />yo>Z <br />2LL <br />Z <br />J <br />ap <br />�z <br />O <br />VJ <br />o <br />aw <br />o <br />�w <br />R <br />a� <br />°slued <br />0 3 <br />�CD <br />>Ln <br />J <br />V <br />m <br />O <br />Co <br />N <br />Cr <br />a <br />LO <br />Q <br />o <br />g <br />N <br />m <br />o <br />N <br />�- <br />+.r <br />L.n <br />0 <br />r%-- <br />(0 <br />cts N <br />m <br />N <br />C» <br />Lo <br />t.,. <br />Q <br />`O N <br />T <br />E <br />Z <br />M <br />CD <br />r <br />0 <br />E <br />w? <br />c <br />d <br />U <br />JOB <br />NO: <br />23-00513 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />