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12 <br />—15.0 <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />------- --------------- — — — — — — — — — — — — — — — -- ---- <br />EXTERIOR <br />PLASTER ON CJ <br />FRAME <br />FLASHING 12 25-SH 25-SH <br />r -\ <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />'v <br />F- <br />35-SH <br />-L-J-------------------------- 1----f <br />6068 <br />SGD REAR ELEVATION — A <br />SCALE: 1/4" = V-0" <br />9'-0" RIDGE VENT <br />12 <br />15.0 <br />12 <br />-----4-01CJ CJ <br />---------------------- --- <br />CJ <br />CJ/WEEP <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />12 <br />14.0 <br />---------- <br />1 - � - -- 1 F� l i <br />R... 1----------------------------------------------------- V----------------------------------------1- <br />TEXTURED <br />FINISH ON IOUS RIGHT ELEVATION — A <br />CMU (TYP) <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 />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"-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 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 R703A) 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 />ire <br />d� <br />> W <br />o <br />C �O N <br />—s <br />cox <br />--om <br />LJ- <br />H cc o <br />N d G C. <br />Q r CV Y <br />CP ' J <br />s 3 � <br />r, d <br />9 C= T <br />� <br />(!J E. <br />e <br />o <br />a <br />a <br />``\\\NONOIIN <br />i <br />.�� � • � ••N <br />� f <br />f <br />w <br />W <br />J O <br />Z <br />.�� •• <br />5 0 <br />'• �' <br />r,'• <br />aP <br />\ <br />�R O F E SS\O�\\\ <br />To the best of the Engineers 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 <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />a <br />.Wi <br />E <br />8 <br />0 <br />O N 0 <br />N N <br />A o N� w <br />NN0 <br />Q <br />ik LL <br />� J <br />C S LL <br />13Z <br />a <br />W <br />Ju-u- W a <br />m o rn a <br />v.� <br />= mo <br />i <br />'5 FU04 O <br />W <br />ILZ <br />-2�0' m uJ <br />L "Z a <br />Z <br />N <br />O U <br />W <br />C9 C <br />z N <br />z � <br />z iz- <br />a <br />to <br />z <br />� <br />v <br />C <br />W <br />u <br />O <br />W g <br />N <br />Of N <br />N <br />� <br />_d <br />H- N <br />U o <br />W r <br />f-- <br />` <br />o U0 <br />r,oM <br />t <br />s <br />o <br />JZ <br />w <br />M <br />C+J <br />Z <br />o <br />Z <br />q <br />cE <br />wogs <br />E o <br />EU <br />wLL <br />a <br />0® <br />p a <br />H r6 <br />o� <br />� <br />ao <br />00 <br />&¢ <br />Z� <br />a r6 <br />_ <br />a°zo <br />o <br />wz <br />�W <br />C <br />a� <br />aZZ <br />s <br />mo <br />Z' <br />Z <br />v <br />5 <br />a <br />�z <br />8 <br />of <br />go <br />y <br />OLL LL <br />a <br />p Z <br />OT <br />m <br />0 <br />�� <br />= ~ <br />r� <br />Q� <br />�o <br />§R <br />a r <br />0 <br />B <br />> Lo <br />m <br />� <br />N <br />Co LOLO <br />N <br />M <br />f — <br />= <br />L✓n <br />M <br />M <br />M <br />C) <br />N N <br />LO <br />r <br />Q <br />LO - <br />w <br />M <br />LOZ <br />0 <br />Z <br />E N <br />d <br />`m <br />E <br />c <br />JOB <br />NO: <br />23-06124 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.2 <br />