Laserfiche WebLink
00 <br />00 <br />00 <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />5 <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 4' OFFRIDGE VENT <br />5�/ <br />.O.P. <br />HGT. <br />1/2 33 SH <br />CJ <br />25 SH 25 SH <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />2NDFIN. FLR_ ---1------------------------1------------------------1------ <br />).M.---- <br />HDR. HGT____I__ <br />FIN. FLR. <br />v <br />r; <br />6068 SGD <br />CJ / WEEP <br />35 SH <br />REAR ELEVATION — B <br />SCALE: 1/4" = 1'-0" <br />12 <br />5 <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />- — — — — — --------------------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------------------------- <br />CJ CJ <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />25 SH 4' OFFRIDGE VENT <br />_ _ 2NI <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - <br />------- - - - - - - - - - - - - - - - - - - - - <br />— — FLASHING <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />CJ / WEEP <br />___ T.O.M. <br />T.O.M._ GAR./ <br />_ _ _ HDR. <br />------------------------------------------------------------------------------------------------------------- FIN. FLR. <br />LEFT ELEVATION — B <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 />txter(or uovering <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 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 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 manufacturers 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 manufacturers 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 manufacturers recommendations. <br />REV. 09.24.21 <br />N <br />N <br />o <br />2 <br />d <br />Z W <br />�+ n cm <br />= % <br />N <br />y G tL d <br />� <br />O <br />ca CD <br />"CC CV m <br />3 a, x <br />CDa� a, <br />CU CD <br />3 3 0 <br />mCM <br />=° o <br />a <br />o` <br />U <br />�R• <br />�JO� <br />••• <br />f <br />FL <br />�� <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />E <br />o <br />OD <br />NM <br />Vi <br />Q <br />��2s2s qk LL <br />G J ll W <br />Z <br />5 <br />JLLu_ 5 a <br />m e a Y <br />tmo <br />0 <br />W <br />W <br />o'g� <br />- O7 m w <br />Z ILLL <br />IL <br />0 <br />N M Z <br />a <br />6Z U U co <br />W <br />❑ ❑ <br />Z N M <br />z � 8 <br />tl. N <br />z <br />�4-J <br />f13 <br />N <br />WG <br />0 <br />,� <br />v I <br />Ly N <br />� <br />U <br />�— E <br />._ <br />c <br />_ • <br />o <br />w <br />clo <br />M <br />M <br />� <br />Z <br />Q <br />2 <br />� <br />E <br />Zoo <br />>m <br />g® <br />Q <br />a. O <br />oo <br />' <br />o f <br />so <br />o <br />U <br />wo <br />a U <br />Z <br />� ra <br />a t <br />rL o <br />a° <br />o <br />wZ <br />ao <br />o. <br />m� <br />°M <br />Z <br />m � <br />J <br />Nm <br />a <br /><w <br />�z <br />O zS <br />UUC/i <br />og <br />O <br />W <br />3 <br />a4 <br />a <br />�w <br />m <br />�� <br />�LL <br />za <br />a <br />j3 <br />c 0 <br />0 <br />` <br />> cM <br />J <br />0 <br />rn <br />2 <br />m <br />L <br />T <br />N <br />CID � <br />T <br />T <br />/�\ <br />Cr <br />C Y <br />m <br />U') <br />0 <br />O <br />M <br />O <br />CD <br />.� <br />N N <br />T <br />N <br />Q <br />to <br />N <br />ui <br />m <br />T <br />M N <br />y M <br />o <br />Z <br />Z <br />C <br />E N <br />d <br />M <br />a 03 <br />U <br />d p <br />JOB <br />NO: <br />23-06123 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.2 <br />