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12 <br />5� <br />FLASHING <br />7,,12 <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />�5 SCORED <br />STUCCO <br />BANDS <br />T.O.P. <br />--- -- —J- HDR._ — <br />EXTERIOR <br />PLASTER <br />ON FRAME <br />SCORED <br />STUCCO <br />\ 25 SH BANDS <br />7_2_nd_F_IN. <br />o -- — — -�\ — -- -- FLR. <br />---------- -- -- T.O.M. <br />------------- — — T_O.M. (cD GAR <br />------------- — /ENTRY <br />CJ /WEEP <br />7-�a F-1 � =r7 =� F=_� I <br />SCORED <br />TEXTURED <br />STUCCO v D El El� D El <br />FINISH u CEMENT <br />BANDS ONNCMU CMU ; <br />SCORED 80 <br />171 <br />EL]a �STUCCO �O <br />N Fal <br />cv BANDS <br />3068 16070 OVERHEAD DOOR <br />FRONT ELEVATION - ELEV-13 <br />air. <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />10' RIDGE VENT � MANUFACTURER SPECIFICATIONS <br />------ I ------------------------------ I --------------------------- F----------------------- --- G� FLASHIN <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />------1-- <br />CJ / WEEP <br />35 SH <br />SCORED <br />STUCCO <br />BANDS <br />r', <br />SILL DETAIL <br />SCALE: 3/4" = V-0" <br />SCORED <br />STUCCO <br />BANDS <br />HEAD DETAIL. <br />SCALE: 3/4" = V-0" <br />2ND FIN. FLR. <br />_ _ _T.O.M. <br />T.O.M. GAR. <br />%ENTRY <br />_ _ _HDR_ HGT., <br />SCORED <br />STUCCO <br />BANDS <br />----------------------I--------L—A----------------------1_--FIN. FLR. <br />I <br />LEFT ELEVATION - 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 1-1/2" 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 />� <br />a <br />d� <br />CM <br />O "' <br />a - C2 <br />o <br />�csN <br />N <br />C V- U- <br />A � >r <br />y a t <br />d c <br />Q <br />3 ti <br />3 <br />_® <br />m c� <br />E <br />20 <br />a v <br />[g $qpp p ! <br />V IV <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 signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />M <br />W <br />v E <br />I <br />0 <br />°' °0 N <br />LL Lu <br />Z <br />0 <br />EL <br />J <br />— 6W Y <br />og <br />coN Y <br />O <br />�-r ; <br />w <br />Z <br />IL <br />cnm <br />O J <br />60 NZ a <br />m <br />W <br />N <br />Q O <br />tV <br />l� <br />❑ ❑ <br />M � <br />N O <br />— o 0 <br />z <br />Z o Qd <br />Q <br />J — <br />Ci `o <br />LL <br />`tom <br />L <br />LIJ <br />o <br />s <br />� <br />W <br />t— J <br />— 8 <br />zl�. <br />= w 6 <br />N m <br />`� <br />0 <br />M <br />g <br />W <br />Z <br />Q <br />p <br />zo <br />>M <br />n <br />E 0 <br />o°® <br />o a <br />ro <br />— <br />00 <br />C. <br />o< <br />Z <br />Z <br />ro <br />t <br />W o <br />7 <br />¢ o <br />SU <br />m g <br />Z, <br />Z <br />J <br />m <br />Q W <br />-5m <br />¢� <br />S< <br />gz <br />Z <br />go <br />in <br />T � <br />o <br />W <br />� <br />d <br />N w <br />=G <br />m <br />0 <br />d& <br />1a <br />10 <br />J <br />W <br />;o <br />v <br />zla <br />< <br />0 <br />2 <br />0 O <br />i <br />> coco <br />i� <br />co <br />^` <br />i <br />Co <br />O <br />� N <br />o <br />L0O <br />,•-� <br />C37 3iJ <br />VJ <br />CN <br />L <br />CIOA <br />O <br />Ln <br />1— <br />� <br />O <br />l.L <br />Y <br />00 <br />O <br />Ln <br />N <br />Q <br />0)N <br />'r <br />m <br />E <br />`_ <br />\ <br />O <br />z <br />E O <br />m <br />E <br />a <br />c <br />a <br />U � <br />Q p <br />� <br />JOB <br />NO: <br />23-00510 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />I - It-- -. ;L_ IYi <br />