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U+ <br />3 <br />cD <br />I <br />M <br />LC] <br />Cn <br />v <br />v <br />0 <br />0 <br />00 <br />i <br />0 <br />QD <br />0 <br />J <br />rn <br />L2 <br />N <br />i <br />u) <br />N <br />i <br />PM <br />N <br />N <br />CD <br />I <br />rN <br />LO <br />F_ <br />v <br />a <br />v <br />0 <br />a <br />I <br />CD <br />0 <br />J <br />rn <br />N <br />I <br />LC7 <br />N <br />i <br />i <br />N <br />0 <br />/ <br />00 <br />Cr <br />C <br />rn <br />C <br />L <br />: <br />M <br />O <br />i <br />d <br />E <br />F2 <br />N <br />E <br />0 <br />x <br />v <br />c <br />c <br />J <br />i <br />o_ <br />v <br />U <br />J <br />a) <br />LZ <br />N <br />O <br />N <br />00 <br />tV <br />rn <br />ai <br />v <br />0 <br />0 <br />IL <br />M <br />0 <br />N <br />00 <br />cV <br />rn <br />v <br />0 <br />LJ <br />0 <br />z <br />¢ <br />z <br />IiJ <br />z <br />¢ <br />v <br />T <br />o _ <br />0 O <br />2n, <br />LEFT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = 1'-0" <br />RIGHT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = V-0" <br />I. <br />0 <br />0 60 <br />=L. <br />IGT. <br />R. <br />00 <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 />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 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 />M <br />N <br />0 <br />N <br />n. <br />d� <br />CD C, <br />.: %LLB <br />N C6 . i <br />N CV _C <br />O C7 <br />cx <br />-dL CU <br />VC <br />d d-= <br />—> E C <br />�0_a <br />3 .- <br />CD <br />v � <br />a [= •= r, <br />� N C7..P3 <br />CM <br />CV <br />0 <br />N <br />00 <br />N <br />rn <br />.a <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />of CN <br />f o] <br />co (i (0 ib <br />O N <br />N 01 <br /># O <br />®M 3 N <br />Y, CO�. J <br />to m CDw a aW <br />ai <br />Q c .� <br />(6 LL Z <br />o <br />s - Z 8o 0 <br />7 NNCD m Q <br />rM W U) <br />roZ <br />rtn Z N Z Q U 2 <br />F V do <br />❑❑❑ <br />W <br />(D <br />� N M <br />0 0 <br />Z N <br />z � � <br />a <br />M <br />(D `o <br />y <br />O w o <br />cti <br />U C <br />W l0 <br />"°•• <br />4 <br />loF- <br />y <br />U o N <br />CLI <br />¢I <br />ts, <br />ti <br />o <br />J <br />w <br />M <br />M <br />1Z J <br />w ¢ <br />z <br />Q <br />11 <br />c,i E <br />0 <br />41 <br />z <br />oo <br />w z <br />a <br />0 <br />2 ¢� <br />o a <br />F— M <br />�0 <br />w� <br />00 <br />oCL <br />a E <br />` <br />o <br />oq <br />t <br />o <br />ao <br />a <br />�z <br />ru <br />az <br />m� <br />0 <br />m cu <br />J <br />�o <br />¢ <br />az <br />w <br />1z <br />of <br />go <br />U) <br />az <br />�w <br />¢o <br />o� <br />3 <br />o <br />� <br />oQ <br />>°a <br />o� <br />c <br />> 00 <br />iU <br />rn <br />N0 <br />T_ <br />(1) <br />O <br />L <br />Oo <br />T_M <br />00 <br />L0 <br />T <br />C <br />Lf� <br />O <br />00 <br />r <br />v^ J Z5 <br />00 <br />r <br />_ <br />H <br />O <br />L0 <br />-' <br />c'M <br />L0 <br />O <br />N <br />LO <br />� <br />Q 00 <br />r <br />ai <br />m <br />w N <br />� iri <br />o <br />Z <br />Z <br />E O N <br />c <br />cc <br />a <br />E <br />U � Q O <br />c <br />� <br />JOB <br />NO: 23-12154-12159 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.2 <br />- -_ I T ■ I7-rt--r-ll- 'I -AT_ , _ _ _ i - _ - - - - - _- - _ _ _ - _L _-_ -- ( <br />