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j � O <br />7 <br />CLC <br />A- <br />80 <br />LEFT ELEVATION <br />SCALE: 3/16" = 1'-0" <br />RIGHT ELEVATION <br />SCALE: 3/16" = 1'-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 />txter)or 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 SN7 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.G. 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 />cv M <br />C �U N <br />c� 0-00 X <br />tea- N IL d <br />e e 70 O <br />N -C <br />CU O m, <br />N <br />i c Q) <br />.� a) <br />U) <br />a -C <br />� <br />cn E *= Q <br />Q 0 3: M <br />(y (D s_ <br />c <br />4 a) � <br />> <br />¢ E <br />75 c <br />O <br />a 0 <br />. <br />C " <br />> p o <br />r <br />Y, <br />y� d <br />(� <br />'. `Fr I Q. <br />! <br />ti <br />t t 1!l <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 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 />Engineer's signature and seal. <br />W v <br />Q OM U LL <br />N <br />V N 'D C co W <br />O <br />W�Nz <br />a0- #r <br />1-in� <br />HMQ <br />Mv <br />J0W <br />wN <br />aN <br />LL a_ <br />13 <br />Z @ OI <br />O <br />Q; �MNCO <br />0w <br />W U5 <br />M <br />Z 04- L N Z Q O J <br />M <br />IL0 <br />V N Q M S2 O <br />Z �" L3U) <br />W <br />U' <br />z N <br />o <br />z N <br />Q � Q <br />J <br />a <br />N <br />M <br />^ z <br />C <br />ll � <br />W 0 LL <br />d <br />4-1 <br />w <br />� <br />U <br />0 w ooft <br />N c w <br />U <br />si <br />w <br />r J E <br />L aj <br />U o <br />C <br />—A <br />a o <br />O <br />CC) <br />Jw <br />co <br />w <br />o <br />Z <br />U_ <br />E <br />zo <br />> <br />zo <br />�® <br />14 <br />n <br />E U <br />�� <br />aZ <br />°w¢ <br />CL <br />_Q)It <br />M XO <br />oU <br />OU <br />Z <br />O E <br />N¢o <br />a <br />Ww <br />J <br />CY <br />u <br />m0 <br />Z� <br />w <br />m <br />g� <br />¢ <br />o <br />2 <br />� <br />�� <br />U <br />a <br />mw <br />cj�- <br />� <br />MilliCZ) <br />co <br />zW <br />ao <br />o� <br />.0-- <br />;n <br />> d' <br />ui <br />rn <br />CO <br />C� <br />CVCfl <br />� <br />M <br />'— <br />� <br />� <br />O <br />CC' <br />Y <br />0 <br />L <br />._ L <br />m <br />4- cM <br />No <br />CM <br />r- <br />O CD <br />00 <br />d' <br />J O r <br />L0 <br />0.6 <br />r <br />E Q <br />o <br />z <br />m <br />z <br />� <br />E m <br />c <br />a. <br />E <br />0 � p <br />JOB <br />NO: 22-03915-03908 <br />SCALE : AS NOTED <br />SHEET NO. <br />9 <br />