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FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />5— — - 12 <br />�15 SCORED <br />\1 STUCCO <br />BANDS <br />T.O.P. <br />- - - - - n,. --------------- --- -- �,t HDR_ - <br />SCOREDN <br />STUCCO <br />BANDS — <br />FLASHING <br />12 <br />Elffill <br />3068 -16070 OVERHEAD DOOR <br />EXTERIOR <br />PLASTER <br />ON FRAME <br />SCORED <br />STUCCO <br />BANDS <br />_2nd_FIN. <br />FIR. <br />\ _ _ T.O.M. <br />T.O.M. cD G, <br />/ENTRY <br />HDR. HGT.b <br />S^� _0„ <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />SCORED 80 <br />STUCCO cm <br />BANDS <br />iv <br />FIN_ FLR. <br />TI CO <br />I <br />FRONT ELEVATION - ELEV-B. <br />A <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />�5 <br />- — — — — — — — — — — — — — — — — — — — — — — <br />----------------- — — — FLASHING—� <br />----- --——————————--------—————————— <br />CJ / WEEP <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />------U_ <br />35 SH <br />SCORED <br />STUCCO <br />BANDS <br />r 6" <br />SILL DETAIL <br />SCORED <br />STUCCO <br />BANDS <br />HEAD DETAIL <br />SCALE: 3/4" = 1'-0" <br />_- ' - — 1 2ND F <br />-------- _—__------ _-- _�---- <br />-- ------ - J------------ _T.O.M <br />T.O.M <br />-/ ENTF <br />HDR. I <br />SCORED <br />STUCCO <br />BANDS <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 />txterior Lovering <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. at 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 />cga <br />C%J <br />0 <br />-ter <br />clr_� <br />:= C <br />.� u C <br />R <br />3 = m <br />s c <br />s CU <br />�® <br />a u <br />i <br />'t�t49@EFt�fft <br />...'�°q'vnL <br />LJ •. �I <br />U <br />o <br />0� <br />E S S <br />oq�i <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 />0 E <br />3 <br />W 0 <br />2 cOD 0 o N b <br />:3 <br />r n J <br />Q <br />3L3 <br />N M V ik LL <br />C J LL <br />J LL a <br />— S d Y <br />Z <br />v> <br />m c v Cc 0 <br />W <br />:Cill <br />3 -y o <br />0 °� <br />W <br />Z <br />to °. m w <br />L0 MZ � J <br />N <br />OU o <br />Z <br />W <br />❑❑ <br />C, <br />0 o <br />z to <br />N <br />z � � <br />W <br />J <br />d <br />`o <br />W <br />„U <br />O <br />N <br />�N <br />u� o <br />c y <br />LL J <br />E <br />� L U <br />m I <br />ziJ <br />Ili <br />U O N <br />¢ <br />O <br />N <br />I� <br />c <br />M <br />o <br />Z <br />W <br />z <br />< <br />U_ <br />o <br />zo <br />>M <br />Qo <br />az <br />za <br />t0� <br />00 <br />Q E <br />o <br />10 <br />z <br />o <br />0< <br />z <br />woW <br />fu <br />a C <br />�o <br />U <br />�o <br />OZ, <br />Z <br />m � <br />5 <br />Sm <br />O <br />~og <br />co)W <br />A <br /><� <br />a z <br />m <br />_ <br />'I5 <br />o <br />w� <br />>� <br />v <br />ol¢ <br />as <br />o <br />N O <br />> tM <br />d" <br />@ <br />0 <br />N <br />Oco <br />�: <br />O <br />CT <br />co <br />O <br />U m <br />Z <br />N <br />LO <br />O <br />- <br />M M <br />O <br />N N <br />LO <br />N <br /><C <br />M N <br />ai <br />w <br />M T_ <br />o <br />Z <br />m <br />Z <br />E N <br />Vi r <br />m <br />ca <br />FLU <br />E <br />Q 0 0 ca <br />� <br />JOB <br />NO: <br />23-00504 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />