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C'4 <br />Cn <br />7 <br />C-4 <br />__J <br />LO <br />C:) <br />CD <br />r— <br />LO <br />CD <br />C14 <br />CID <br />C14 <br />C14 <br />r") <br />LO <br />0 <br />CD <br />Cn <br />9 <br />�:4 <br />r__ <br />LO <br />C) <br />LO <br />C14 <br />C/) <br />0 <br />-0 <br />-0 <br />5- <br />0 <br />C14 <br />C) <br />C14 <br />0 <br />(a- <br />E <br />a <br />1-- <br />rn <br />a) <br />E <br />A, <br />E <br />.2 <br />IV <br />LZ <br />C14 <br />C) <br />C'4 <br />�i_ <br />LO <br />CL <br />C,4 <br />C) <br />C14 <br />L0 <br />Cn <br />C:) <br />ck� <br />L'i <br />V) <br />I <br />60 <br />%�2n <br />CLC <br />60 <br />19 <br />LEFT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = V-0" <br />RIGHT ELEVATION - STANDARD (STD <br />SCALE: 3/16" = V-0" <br />9 <br />60 <br />IGT. <br />R. '4 <br />o? <br />EO <br />sl� <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />0 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 Lxterior luovering I <br />R703.7 Exterior Plaster. <br />Installation of these materials shall be in compliance with ASTM <br />C926 and ASTM C1 063, or ASTM C1 787 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 />C1 787, or as otherwise approved. (Refer to sheet SNI for the <br />engineered method for Lath attachment.) <br />Lathing Accessories <br />Attachments shall be of corrosion -resistant materials. <br />Wood Application: 16 Ga.xl-1/2" long (3/4"-V crown) staples @ <br />6" O.C. vertical ly/horizontal ly into the framing members. <br />Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. <br />min. @ 6" O.C. vertical ly/ho rizonta Ily 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 />C1 063 & ASTM C1 861. <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 C1 281, 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 />C,5 <br />cc C-1 C14 <br />C�4 <br />C13 <br />W <br />CU <br />E <br />go Vv P', <br />S F- <br />C14 <br />-.C14 <br />4% <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 />Fiords Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineedng portions of the drawing pages beadng <br />Engineers <br />signature and seal. <br />W <br />'4' <br />E <br />C, 8 R <br />0 <br />6 6 — <br />C: <br />00 u_ <br />LO 00 0) 1 u� <br />r- r-L �:? u, w , <br />CN 0 Q_ LU <br />Aa <br />M LL u_ co <br />_J <br />Z <br />W <br />C6 0 <br />9 uJ 0 <br />N �2 M < <br />02 - 0, -Ze Go <br />CP <br />W <br />U) . �: Z <br />Z <br />LL <br />o, Z� 0 X 0 y <br />U) Cl) Z 6 0 X: <br />a <br />C14 < U) <br />d I I <br />Z <br />W <br />0 n !P <br />C> <br />CD <br />(3) <br />4--J <br />LU <br />Q ) <br />0 <br />V) <br />L.0 <br />c:� <br />ZD <br />Go <br />Lu <br />a Nil' <br />E <br />2 <br />2 <br />C) 0 <br />U) <br />< 00 <br />u5 <br />Z <br />Z <br />< <br />cd, E <br />R! <br />Z <br />E 0 <br />1Z <br />ro <br />.0 <br />U 0 <br />C1 <br />E <br />0 11 <br />ro <br />0, <br />-� Z <br />Z <br />fo <br />Z <br />MW <br />U.) C: <br />'0 <br />01 <br />Z, <br />Z <br />02 <br />1Z <br />Zs 0 <br />WZ <br />< <br />10 <br />C11 <br />0. <br />Cc) 3A <br />C:) <br />00 <br />U <br />co <br />CN <br />0 <br />U_ <br />LO <br />CL <br />E <br />60 <br />W �2 <br />co <br />0 <br />ca <br />CY) <br />t: <br />0) <br />0 <br />LO <br />C? M <br />Lo <br />N <br />C:) <br />C=) <br />Cn <br />N <br />LO <br />c6 <br />E <br />LO <br />0 <br />Z <br />E 0 <br />U) <br />cn <br />0- <br />E <br />0 <br />0 _J <br />< 0 <br />_J <br />JOB <br />NO: 23-05707-05712 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.2 <br />