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r <br />FIBEREGLASS SHINLGE INSTALLED <br />AS PER MANUFACTURER <br />SPECIFICATIONS <br />I <br />12 <br />5.01 <br />OFF RIDGE <br />-7 <br />T J <br />1 r - F_ 7, <br />J <br />F I <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />—EXTERIOR <br />PLASTER ON <br />FRAME <br />25-SH 25-SH Ci 12 /—FLASHING <br />14.0 <br />- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />�7 <br />_T_ <br />---------------------- <br />CXWEEP <br />35-SH <br />F- <br />R ... I ............. L <br />------------- <br />6068 SGID <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />REAR ELEVATION - B <br />SCALE: 1/4" = V-0" <br />V-10" RIDGE VENT <br />7- 7 '1 ­ , <br />12 T <br />J _T <br />F 4% <br />5.01 <br />--1 7 1 i i <br />FIBEREGLASS SHINLGE INSTALLED <br />F 7 <br />_T �1 -T <br />AS PER MANUFACTURER I <br />-7- <br />F _T <br />SPECIFICATIONS <br />F F r I <br />F-- <br />-7-- -F — <br />-I— _T <br />T <br />_k <br />y <br />_F_ _F __F__ _T_ I <br />12 <br />4.01 <br />------------ 01 <br />Ci <br />FLASHING <br />12 <br />14.0 <br />CJ/WEEP C <br />--------------------------- ------ <br />Ci <br />---------------------------------------------------------------- ------------------------------------------- <br />2'-0" <br />1H3-SH <br />J FI <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON <br />CMU (TYP) <br />LEFT ELEVATION - B <br />SCALE: 1/4" = V-0" <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />0 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 />I txterior uovering I <br />R703.7 Exterior Plaster. <br />Installation of these materials shall be in compliance with ASTM <br />C926 and ASTM C1 063, or ASTM C1 787 and the provisions of <br />this code. <br />R703.7.1 Lath. <br />Lath and Lath attachments shall be of oorrosion-resistent <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 C1 063 or C1 787, 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.xl-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 C1 063. 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 />C1 063 & ASTM C1 861. <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 C1 281, 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 />C, <br />C" <br />30 <br />> <br />C%4 <br />CL <br />CC L-7 C� <br />M <br />C-,4 <br />> - <br />4J <br />> <br />7a <br />(n <br />E <br />C14 <br />CM, <br />El! <br />co <br />Lt7: V�lj <br />f(D <br />"c' <br />r <br />t,i 0 7 <br />cr Z <br />S , ATE <br />ST <br />F <br />R <br />% <br />% <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 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the stnictural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />04 <br />M 00 <br />C14 C14 <br />6 ro- <br />0 <br />@ — - d) * aj <br />'* <br />LL <br />. 0- <br />32 <br />& <br />0 Z <br />t3 <br />Z <br />50 0. <br />0 n <br />. 0 <br />; <br />M N <br />0 M -, <br />W <br />(Jo r- Z <br />LOL <br />00 0 <br />U) C14 Z <br />6 iE <br />a <br />Z <br />cli CS <br />1--113 U <br />W <br />0 <br />C.-I <br />E3 <br />V) <br />-0 <br />(1) <br />6 1 <br />u- <br />4-1 <br />(—/3 <br />U <br />0 <br />V) <br />LU <br />V) <br />C� <br />E <br />8 <br />0 <br />eq 8, <br />Cl> <br />Z� <br />0 1 <br />Z <br />__J <br />LL_ <br />ce E <br />0 <br />Z <br />C)_ 8 <br />E <br />E <br />Q <br />0, <br />Z <br />t <br />,Z <br />0 <br />Z <br />�J <br />�Z <br />.0 <br />Z� <br />Z <br />M <br />Z <br />W <br />ZZ <br />0 <br />W <br />C) <br />0 <br />Z <br />M <br />0 <br />Mo <br />10 <br />5 <br />01 <br />.0 C) <br />0 <br />L0 <br />CO Lr) <br />C:) <br />=3 C-14 <br />cL <br />8 <br />U') <br />Cr <br />U) <br />c1q <br />0 <br />LO <br />0 <br />LL <br />CV) <br />_Ie <br />U <br />cu CIO <br />0 <br />00 C14 <br />a <br />L0 <br />00 N <br />00 00 <br />LO <br />0 <br />Z <br />E <br />4_) <br />(L <br />E <br />0 <br />0 <br />M <br />0 1 <br />0 <br />_J <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.2 <br />