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12 <br />5� <br />FLASHING <br />12 <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />5 <br />SCORED <br />STUCCO <br />BANDS <br />- <br />T.O.P. <br />_ <br />HDR. <br />011 <br />EXTERIOR <br />PLASTER <br />ON FRAME <br />SCORED <br />STUCCO <br />25 SH BANDS <br />2ndFIN_ <br />�\ <br />T - T.O.M. <br />CJ / WEEP - - / ENTRY <br />----------. ___ HDR. HGT. <br />SCORED 1/ oao0aao0 <br />U STUCCO nn nn <br />BANDS <br />v FBI <br />CV <br />F= _J 7 F__ . J <br />3068 16070 OVERHEAD DOOR <br />12 <br />5� <br />11 TEXTURED <br />ll <br />CEMENTITIOUS <br />FINISH ON CMU <br />SCORED i;o <br />STUCCO I" <br />BANDS <br />=t <br />(V <br />FIN. FLR. <br />FRONT ELEVATION - ELEV-B <br />SCALE: 1 /4" = V-0" <br />N111111011111111 <br />EXTERIOR <br />PLASTER ON CJ CJ <br />FRAME <br />25 SH <br />ME <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />�5 <br />__ _ -- -------------------___-- ----- — FLASHING <br />CJ / WEEP <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />35 SH <br />SCORED <br />STUCCO <br />BANDS <br />Ir-Ir <br />i 6" <br />SILL DETAIL <br />SCALE-: 3/4" = V-0" <br />SCORED <br />STUCCO <br />BANDS <br />HEAD DETAIL <br />HDR. <br />2ND F - - T.O.M <br />--------=--- ------ --- - T.O.M <br />r — <br />/ ENTf <br />SCORED <br />STUCCO <br />BANDS <br />LEFT ELEVATION <br />im <br />FIN. FI <br />- ELEV-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 <br />a 7/16" head, or 1-112" long, 16 gage staples, spaced in <br />accordance with ASTM C1063 or C1787, or as otherwise <br />approved. ,Refer to sheet SN1 for the a <br />Lath attachmer' <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-adheredmembranes 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 INS 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 />Cri <br />N <br />O <br />N <br />C <br />o <br />C=3 <br />a :� <br />d� <br />7 W <br />V— <br />�LLa <br />_moor- <br />fn "O N L <br />a <br />u ar <br />y a <br />E <br />o <br />2 u <br />D <br />�\``��,���ttttttt►tasrr�r <br />N <br />��kOW <br />• <br />'•. <br />O <br />•2 <br />r <br />Q, <br />C <br />F 1.0 <br />''4�OFE SSIO <br />�� <br />\ <br />1l,ef1rrrtttllitt,10 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />H <br />a <br />m8 <br />0 <br />00 S , <br />0)rn�- <br />�'� <br />N Co qy <br />Q <br />V <br />C J❑ LL W <br />10 <br />_J E555 a <br />_ w <br />_ <br />— a �c <br />m S <br />—t_- <br />1% <br />:E I � <br />IN o <br />(1) m <br />Z <br />IL W <br />i Z Q J <br />= <br />N O U U <br />W <br />El El <br />U <br />Z N <br />z <br />z <br />� <br />cn <br />W <br />� <br />V <br />g <br />O <br />cn <br />� $ <br />U <br />w � <br />� J E <br />— M g <br />I <br />! <br />c N <br />�0 <br />Q Y <br />ti <br />o <br />(AD <br />M <br />ggg� <br />w <br />E 0 <br />-0E sLL <br />z• <br />Q° <br />Z <br />CD <br />Z <br />M$ <br />�a <br />rD <br />C <br />r o <br />ZCO <br />W <br />J <br />C:13:s <br />0 <br />c C:) <br />a) <br />a) <br />rrM <br />0 <br />m <br />c� <br />(D <br />N <br />co <br />0 <br />Q <br />Y <br />O <br />U) m <br />N <br />i--J <br />C <br />ILD <br />•-- <br />O <br />_0M <br />r. <br />CD <br />CD <br />Cif O <br />N <br />Q <br />C° <br />E <br />N <br />r <br />Z <br />ro <br />Z <br />E o <br />rn <br />C <br />a <br />E <br />0 6 <br />U J <br />C <br />M <br />Q ❑ <br />JOB <br />NO: <br />22-12351 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />