Laserfiche WebLink
t L <br />00 <br />eo <br />e0 <br />1. FLR. <br />T.O.M._ <br />.O.M. <br />ENTRY <br />, HDR. HGT. <br />SCORED <br />co - STUCCO <br />6 <br />00 BANDS <br />FIN. FLR. <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />FLASHING <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ------------------ <br />------ --- ----------- <br />CJ / WEEP <br />35 SH <br />v <br />SCORED <br />STUCCO <br />BANDS <br />r1 <br />SILL DETAIL <br />SCALE: 3/4" = 1'-0" <br />SCORED <br />STUCCO <br />BANDS <br />HEAD DETAIL. <br />SCALE: 3/4" = 1'-0" <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />--t------ <br />RIGHT ELEVATION - B <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 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 />cv <br />C <br />97 <br />3 d Y <br />CO <br />� <br />3 � <br />tj d <br />�v <br />:s": ef"1/ <br />� <br />°fin,°`�`•.;�c,°.��bjV,� ZZffv��>/ <br />' <br />CO- co <br />ILI <br />tau <br />y b� <br />o+�' �! <br />ski .�9 <br />)% , \lci�''!� <br />ifdtFlil! <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 />Residentlal 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 />N <br />j� � <br />i`a F <br />�,dyy <br />E <br />O U <br />F" Q <br />j <br />O N p <br />'0 <br />All <br />w COcT <br />W N N00 <br />r a <br />cn <br />co 5$2z u <br />tl <br />yl,,1nf <br />C JLL S LL W <br />_J Lt.. S5 <br />Z <br />= m o 1 <br />W <br />0 2 - <br />� °� m w <br />. a 'l. <br />IL <br />uu <br />Z <br />co 0 <br />N <br />Z <br />O U ¢ o) <br />lz� dui s r W <br />rn <br />❑ ❑ <br />V M � <br />z � o <br />o <br />Z � N <br />� Q <br />QC� <br />N <br />M <br />V) <br />z <br />0 <br />QJ <br />0 <br />4-1 <br />� <br />w w <br />� <br />V <br />�O <br />�V) <br />L 0 <br />U <br />L.U= <br />pEMich <br />• <br />i`. <br />kt �� <br />= L U <br />-�I/ <br />Q N 0 <br />W <br />M <br />C J <br />U_ <br />Z ¢ <br />YS <br />Z <br />< <br />LL <br />aE <br />p <br />Z o <br />�0 <br />a1 <br />Z <br />>� <br />< <br />z® <br />0 <br />F- ro <br />0 <br />U 0 <br />2" <br />o E <br />&¢ <br />°Z <br />� <br />a= <br />Qo <br />o <br />wZ <br />�w <br />z <br />.0 <br />~OO <br />j C:no <br />O U <br />Z F <br />m � <br />m <br /><< w <br />o <br />go <br />a <br />A <br />m <br />< 0 <br />ti <br />ti ti <br />J<� <br />0 <br />o <br />�7 <br />V <br />w� <br />OI< <br />;o <br />C, <br />V <br />> M <br />J <br />Orn <br />2 <br />m <br />CU <br />CIO (0 <br />r <br />Q <br />(Cr m <br />> <br />N <br />a--+ <br />2 <br />N <br />C� <br />Q <br />M N <br />r <br />E <br />N <br />'E <br />V <br />M \ <br />ii Li) <br />o <br />Z <br />Z <br />E T <br />cn <br />m <br />E <br />U J <br />0 1 <br />c <br />J <br />JOB <br />NO : <br />23-06112 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />