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C10CdrIl AQC CUIKU11 C IAIOTAI 1 Mn AC MEM <br />EXTEF <br />PLAS1 <br />FRAM <br />TEXTU <br />CEMEP <br />FINISH <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />5 <br />T.O.P. <br />HDR. HGT_ <br />r - <br />00 1/2 33 SH <br />� CJ <br />12 <br />�5 <br />25 SH 25 SH <br />EXTERIOR <br />PLASTER ON <br />FRAME <br />2NDFIN. FLR----------------------------------------------------I------ <br />CJ / WEEP <br />35 SH <br />6068 SGD <br />REAR ELEVATION - B <br />SCALE: 1/4" = 1'-0" <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />LEFT ELEVATION - B <br />SCALE: 1/4" = V-0" <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 />txterlor 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.xl-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 />R703.72. <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 />I Coastal Flashinas <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 />Al <br />> W <br />Y� O <br />a� o <br />w <br />C4y'cc <br />to <br />1 <br />°_..__. :° o. ,. <br />�„ulli11101r�r <br />NN'N <br />-_ : Ci <br />- i b 15< <br />0 <br />Z <br />. <br />• <br />e� <br />Sol,ROF g�i�00\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />114 <br />W 'a E <br />0 ° <br />M U <br />a <br />N <br />q Za) o Q <br />� W <br />0 <br />m <br />yCy „o <br />Y/ r- h <br />LO ..I <br />H m v <br />a C --1 u_ <br />'d <br />IL W <br />LL <br />, o- <br />LU <br />Z S rn <br />w290 <br />a <br />N <br />0 <br />Z 'n M z <br />IL <br />ILW <br />Q J <br />N OU <br />a <br />< L) <br />�� <br />z N M <br />o g <br />z <br />z o <br />J <br />n- n <br />n <br />N z <br />f0 w <br />o <br />Duo -� <br />w o <br />t1'1 � <br />N � W <br />U di <br />w lu <br />— J E <br />m <br />�9 <br />JI <br />ii o °rli <br />z <br />¢ N m <br />o <br />� <br />w <br />M <br />m <br />o <br />Z <br />Z <br />a <br />zo <br />O <br />�p <br />Q N <br />O <br />E <br />ti � <br />ti <br />Z© <br />❑a <br />I— g <br />X Q <br />' OU <br />Zo <br />E <br />O ru <br />N <br />i <br />a8 <br />az <br />ao <br />wz <br />fu <br />N G <br />r <br />'0 <br />o <br />oLL <br />Z <br />J <br />�z <br />n 3 <br />¢� <br />oa <br />30 <br />a <br />�W <br />W <br /><o <br />c�i <br />r-- <br />z�a <br />a <br />x <br />o 3 <br />>M <br />rn <br />m <br />to <br />c9 <br />>, <br />co <br />0 <br />� � <br />CD <br />Y CIO <br />CD <br />(n m <br />N <br />1..�. <br />C <br />M <br />L <br />to N <br />NO <br />CD <br />d' <br />LO <br />N <br />Q N <br />T_ <br />LO <br />Z M nj <br />o <br />m <br />z <br />E O N r— <br />E aD <br />Z <br />m <br />a.0 <br />-°I Q ❑ <br />_J <br />JOB <br />NO: 22-12356 <br />SCALE : AS NOTED <br />SHEET NO. <br />2.2 <br />