Laserfiche WebLink
I 1 1 L <br />Tlf <br />cc <br />I <br />T.O.M. <br />HDR. HG- <br />FIN. FLR. <br />EXTERIOR PLASTER <br />ON FRAME <br />12 <br />5� <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />�5 <br />------------------------- <br />ME-- <br />1/2 33 SH <br />ME CJ <br />(2) 25 SH <br />_ T.O.P. <br />HDR. HGT. <br />------1------------------------------------------------I---2NDFIN. FLR. <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />CJ / WEEP <br />35 SH <br />T.O <br />--1--- HDF <br />--�_—_ FIN. <br />REAR ELEVATION - A <br />SCALE: 1/4" = 1'-0" <br />co <br />rl n C M flI Ann nUl A lnl r Ir.1 C%TAI 1 r7M AO rlrrl <br />RIGHT ELEVATION - A <br />SCALE: 1/4" = 1'-0" <br />:RIOR <br />TER ON <br />4E <br />'URED <br />NTITIOUS <br />;H ON CMU <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 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 />N <br />0 <br />N <br />00 <br />> W <br />U <br />O <br />C_ C7 <br />�La-a <br />N 47 O fa <br />d CD <br />d� <br />03�s� <br />U <br />=3 m <br />Y <br />wa y C7 W <br />i d C C <br />tea•`° <br />E <br />o <br />d U <br />0 <br />f�N�►y��i <br />\\\\\tluu! <br />910 <br />•. <br />h' O F E SS\ <br />!� t�illll!Il�\ <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. 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 />0) <br />I- <br />Q <br />tE <br />8 <br />C N <br />c 0 <br />W <br />, N Wy <br />yo, <br />Y/ <br />�� <br />� r r J <br />M <br />,C <br />ti <br />My 2S2S * LL <br />C J 2 LLLU <br />JLLLL 5 a <br />—v a <br />Z <br />L N � <br />O <br />N (p O <br />it <br />W <br />Z <br />LL <br />co Z j Z0 m w <br />,ro N <br />Z <br />N oU 0 W <br />W <br />❑ <br />ZN M <br />O <br />Z 0 <br />z o <br />a v <br />J <br />N <br />z <br />4Lij <br />N <br />° <br />U <br />OW <br />U')c <br />l/1 <br />8 <br />� N <br />' <br />U <br />w <br />L U <br />ui <br />U o' <br />Of 'n 0 <br />Q N 0 <br />• <br />co o <br />W <br />M <br />o <br />Z <br />� <br />� <br />ce E <br />zo <br />gZ <br />>� <br /><N <br />d <br />E OU00 <br />w0 <br />�® <br />oa <br />�O <br />� <br />0V <br />oZ <br />Q <br />Z <br />NZ <br />i <br />< <br />wg <br /><o <br />wZ <br />C <br />c <br />Z <br />x <br />;g <br />m 0 <br />o <br />Z <br />oZ <br />Z <br />in a� <br />a w <br />3 <br />CL <br />F <br />0 <br />w <br />ZZ <br />go a <br />0 w <br />W <br />zla <br />ar <br />ov 3 <br />0 <br />c Q <br />> M <br />0 <br />m <br />rn <br />m <br />00 <br />CID r <br />:3 o <br />�_ <br />r <br />.-. <br />< <br />CrY <br />- <br />O <br />m <br />N <br />N <br />L.n <br />Ip <br />-2 <br />� <br />r <br />d' <br />M <br />C) <br />C <br />0000 N <br />LID <br />N <br />Q <br />441 o <br />,-- <br />m <br />Z' <br />00 <br />M <br />iri 00 <br />o <br />Z <br />Z <br />E 1� <br />c <br />a <br />Eo0 <br />U <br />v N <br />Q p <br />c <br />_J <br />JOB <br />NO: <br />22-09406 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.2 <br />