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12 <br />5� <br />----T_ _�x-- <br />FLASHING <br />12 <br />SCORED <br />STUCCO <br />BANDS — <br />=riy <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />5 SCORED <br />STUCCO <br />BANDS <br />T.O.P. <br />HDR_ _ <br />EXTERIOR <br />PLASTER <br />ON FRAME <br />SCORED <br />STUCCO <br />BANDS <br />_2_nd_FIN. <br />FLR. <br />T.O.M. <br />_T.O.M. D GAR <br />/ENTRY <br />TEXTURED <br />U CEMENTITIOUS <br />FINISH ON CMU ; <br />SCORED 00 <br />STUCCO <br />BANDS <br />CV <br />FIN_ FLR. <br />FRONT ELEVATION — ELEV—B, <br />71 00 <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />S�5 <br />- - - - - - - - - - - - - - - - - - - - - ------------------------------ -- <br />FLASHING <br />- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />CJ / WEEP 74 <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />- — — — — — t _ — <br />v <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" = 1'-0" <br />---- -----�------- ---- 2ND F <br />SCORED <br />STUCCO <br />BANDS <br />_T.O.M. <br />_T.O.M.(aa`C <br />/ENTRY <br />HDR. HGT. <br />-FIN. FI <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 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 />s <br />0 <br />N <br />CD <br />A, <br />oCIO <br />C14 <br />LJ- <br />Ca ccQ <br />N d C <br />R � 403 L7 <br />� . u as <br />o. <br />� E <br />o <br />M <br />CV <br />0 <br />CV <br />CV <br />0 <br />o _ :• <br />fia <br />To the best of the Engineers 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 />Engineers signature and seal. <br />N <br />W <br />Q <br />�E <br />00 O O <br />N 0 <br />�'y f O <br />N <br />CL) 00 <br />N <br />W <br />a <br />Z <br />C) <br />me <br />Ca LL nw. <br />o a Y <br />4� <br />_ 8 <br />o Z � <br />W <br />ILx <br />0 <br />r — O <br />iA�pjO' m <br />J <br />� N Z Q <br />N - <br />x <br />Q O <br />U 0 ai <br />0 M V <br />N O _ o <br />z mm (00 <br />z o <br />J — <br />U) <br />n- to <br />r <br />N <br />z <br />L <br />a--+ <br />w <br />U <br />O <br />o <br />U) <br />i.cn <br />t'tj <br />�-- <br />U <br />m�•......, <br />VANFLLJ— <br />J E <br />— � 8 <br />Flo <br />U o t <br />in, <br />�0 <br />o <br />J� <br />w <br />M <br />M <br />z <br />o <br />Z <br />Z <br />a <br />U_ <br />c6 E <br />z0 <br />o <br />yN <br /><� <br />Q <br />_ <br />E <br />o E <br />o <br />g <br />&� <br />oo <br />o <br />oa <br />Zwo <br />co <br />L <br />I <br />O <br />�Z <br />�W <br />c <br />Q O <br />O Y <br />m <br />�z <br />Z <br />m J <br />m <br />G W <br />a ° <br />~°o a <br />�z <br />g o <br />U5 <br />3 <br />m <br />wa <br /><o <br />�w <br />Tr <br />1G <br />dz <br />�� <br />o <br />w� <br />>� <br />Millch <br />v <br />zla <br />a F <br />o 3 <br />0 <br />c C:) <br />O <br />m <br />C9 <br />CID LO <br />:3 N <br />a <br />LO <br />Q/� <br />1CNI <br />o° <br />N <br />c/ /�j <br />I— <br />}+ m <br />0 <br />�i <br />a <br />LL <br />Y <br />m O <br />N <br />Q <br />° C\1 <br />r <br />E <br />E �N <br />N <br />z <br />ca <br />Z <br />E r— <br />ca <br />C <br />a <br />E <br />°3 <br />c <br />U ° <br />Q p <br />� <br />JOB <br />NO: <br />23-04906 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />