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Il•Ir�iltn,ilY�l�l�li�il.� , _.�. JI�.,"�._, ��...: ��L...:L+.:�,,�,�.11�ili��lu�L:l�w1. <br />r` <br />a <br />C10=1111 AG-Cl GILJIAfPII C IAICTAI 1 =r% AC r = <br />EXTEROOF <br />PLASTER <br />FRAME <br />TEXTUREC <br />CEMENTITI <br />FINISH ON <br />FIBERGLASS SHINGLE INSTALLED AS PER <br />MANUFACTURER SPECIFICATIONS <br />12 <br />5L,<� <br />------------------- ----- <br />1/2 33 SH <br />CJ <br />12 <br />�5 <br />(2) 25 SH <br />EXTERIOR PLASTER <br />ON FRAME <br />FLR----------------------------1------------------------1------ <br />Tr) .M.---- <br />IGT_---I-- <br />FLR_---I-- <br />CJ / WEEP <br />35 SH <br />REAR ELEVATION - A <br />SCALE: 1/4" = 1'-0" <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON CMU <br />LEFT ELEVATION - A <br />SCALE: 1/4" = 1'-0" <br />T.O.M. <br />t./ ENTRY <br />DR. HGT. <br />FLR, <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 />I txtenor 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. 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 />N <br />N <br />r-� <br />o <br />N- <br />- <br />0 <br />6 ace o <br />C 19 6..1 N <br />- m x <br />N = 66 m <br />_ CIS <br />H ti !V s <br />N CJ �p <br />ac <br />3 0' W <br />d=.= ILI <br />dE .5c <br />•°' u d <br />��� <br />�o <br />'• Py � � ��1 a� y�J N <br />U`'� <br />OF <br />LM S s <br />�wk <br />f,ttttlltll � <br />To the best of the Engineer's 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 nth Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />Q <br />N N �+ <br />Y 81 N N <br />Q <br />ENO qp <br />C <br />LL LL W <br />�LLu a <br />Lu <br />o_�£ g <br />co <br />Z <br />LL <br />N N Z d !- <br />J <br />a <br />ryILLL <br />OU 9 <br />z <br />W <br />❑ ❑ <br />R <br />z <br />N <br />z <br />Z n <br />13 <br />Q v <br />a <br />U) <br />tY ,^ <br />(a)0 <br />M <br />z N <br />o <br />W <br />V <br />� <br />W s <br />I0 <br />v I <br />[y N <br />41 <br />J3 <br />W W <br />L <br />s <br />U 8 <br />c rn $ <br />Q .o <br />O <br />• <br />N <br />s <br />o <br />W <br />of <br />U_ <br />E <br />�� <br /><N <br />n <br />E VWX <br />�� <br />� <br />a• <br />oa <br />r0 <br />_ C,LOU <br />�u <br />¢H <br />0O <br />0� <br />O <br />N � <br />ai <br />g <br />z <br />W�W w <br />w ro <br />ro <br />_x <br />Q Z <br />m <br />g0 <br />Z <br />Z <br />c <br />J <br />;8 <br />>Z <br />ZZ <br />S <br />g° <br />W <br />CL� <br />v <br />a <br />g <br />imd <br />g <br />3 <br />y0 <br />J <br />>M <br />O <br />rn <br />Co <br />O <br />T�... <br />Cr <br />U) m <br />N <br />Lid <br />~ <br />O <br />O <br />N <br />0) <br />O <br />N <br />r <br />n <br />E <br />T <br />U.)Z <br />Z <br />m <br />E O <br />o <br />p <br />� <br />JOB <br />NO: <br />22-06451 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.2 <br />