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APPROVED PLN BLD BLD2022-0561+Architectural_Plan+5.16.2022_2.30.51_PM+2873095r I I EDMONDS CRITERIA STREET ADDRESSES: 8422 238th Street EVERETT WA 98026 OWNER: SHEKRA SHARMA 206-518-7979 PROJECT CONTACT: ARCHITECTURAL INNOVATIONS 425-641.5320 PARCEL* 00463300900200 LEGAL DESCRIPTION: HANBURYS SOUND VIEW TRS BLK 009 D-00 - W75FTOFNI/2OFLOT 2 ZONING: RS-8 LOT AREA 11,254SF STRUCTURE COVERAGE: 3,570SF / 308 INCLUDES ACCESSORY STRUCTURE IMPERVIOUS COVERAGE: 5,421SF / 48.2% INCLUDES ACCESSORY STRUCTURE DESIGN CRITERIA ROOF DEAD LOAD 15psf SNOW LOAD 25psf FLOOR 2 DEAD LOAD 12psf LIVE LOAD 40psf FLOOR 1 DEAD LOAD 10psf LIVE LOAD 40psf SOIL BEARING PRESSURE 1,500psf WIND 110mph Exposure B SEISMIC DESIGN CATEGORY D2 SEE SHEET S1 Timber Species, Floor Sheathing Lumber Grades, Nailing Schedule Plywood Spans, WSEQ SEE SHEET A8 & SUBMITTED ENERGY FORMS --------------- Approved by Fire 07/05/2022 AFM /C-FGtterer Approved. A residential fire sprinkler system Is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020C. Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. �-r — iiii� � ,Vyr i 1041 ,..•, cap f CCC -..R'� I A SEPERATE PLUMBING PERMIT IS I REQUIRED FOR THIS PERMIT.CUSTOM HOME ■ 0 i APPROVED BY PLANNING 'hq rn Nov 20 2022 esi ence I I Side Elevation i s i .sue �o ■■ ■■ I I �nnl■nnl■nnl■nnl■nm■nnl.nnl.nnl.�u�l.nnl.nnl..._ .�I�IIIII�IIIII 111 111!:i�11111�11111�I1111�I1111�11111�I1111�I1111�I1111�I1111�I1111�I1111�I1111�I1111�I1111�111�1 !:il■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■I11 AI�IIIII�IIIII�IIIII�IIIII�IIIII■II I1111■I1111■I1111■I1111■I1111■I1111■ ■�u�irm�um�iriu�irauiram Side Elevation ❑■ om 8422 238th Street SW er Floor an Edmonds., WA SQUARE FOOTAGE MAIN FLOOR 12765 SF UPPER FLOOR 1946 sF TOTAL 3,711 SF GARAGE 684 SF PORCH/PATIO 117/167 SF DRAWING INDEX Al. CODE NOTES Al.l. SITE PLAN SURVEY A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS A8. BUILDING SECTIONS j Dl. STANDARD DETAILS \ Sl. STRUCTURAL NOTE/DETAILS � S2 MAIN FLOOR LATERAL S3. UPPER FLOOR LATERAL ALL WORK SUBJ CT II City Of Edmonds TO FIELD INSPECTION F �� Building Department CODE COMPLIA E ---------------------------- Work NEW SFR ---------------------------------- ----------------------------------- APPROVED Address 8422 238TH ST SW PLANS MUST BE ----------------------- ---------- ON JOB SITE Owner SHARMA Approved Date 7/01 /2022 OBTAIN ELECTRICAL Building Official PERMIT FROM 11----� -- ------------------------------- INDUSTRIES Permit Number � BLD2022-0561 W.0" 14'-00 --------------- Mr,"a`'"•.-:..... Yam" Patio 1 Covered FM Kitchen Gues Great lk oom ' butte Guest � Bath i ❑ ud I I II IY1 II Mech entry 2nd Iq PWdr Kitch I I I Garage I I I I I I I !Dining Rm I i lU I I � I I I i I Foyer I � I I I I I I I I I --I---------------J I I Covered ---- Porch -; Office a � I I I i it-- -n Main Floor Plan R 0 N 0 W Cc a Z 0 co Cr 0 a U ow C0 w 0 m w S W W W yca �~ co ca V o" J a w w� z O C) o x�z pW a w r) V � a O U 00 M N eo O Z N N 'it 0� co a a _ `O 00 t o .; 13a Q cC o i go Cz O 0 � 3 3 0 3 aQ 00 �F b N C3 0 EIVED TITLE Ma 172022 CITY F EDMONDS ENT SERVICES JOB NO.: 19050.OSD ARTMENT STARTING NO.: 19050.03 SHEET COVER SHEE T Division 1 GENERAL REQUIREMENTS 01000 GENERAL I. This coversheet has been prepared in a generic outline form following the standards set by the Construction Standards Institute (CSU. It is for the convenience of the Contractor/Owner. This outline is intended to work with a material selection list following the (CSl) Format. Not all items are necessarily required to complete this specific project. Coordinate with Contractor/Owner for complete listing of specifications. Within this coversheet it will state, 'Coordinate with materials finish selection schedule'. 2. These drawings are copyrighted. ARCHITECTURAL INNOVATIONS P.S, retains all rights, ownership and copyright of this design under the federal copyright act. Reproductions of illustrations or working drawings in any form is by authorization of ARCHITECTURAL INNOVATIONS P.S. only. 3. Authorized reproductions must bear the name of ARCHITECTURAL INNOVATIONS P.S. 4. Construction/working drawings by their very nature are diagrammatic and do not purport to show all details or conditions of construction. Questions generally arise to the architectural/design intent and to construction technical detailing within these drawings. As clarifications, interpretations, and revisions are all part of the construction process. ARCHITECTURAL INNOVATIONS P.S., therefore shall not be liable for any direct, indirect, or consequential damages as a result of not participating in the construction process. 5. Do not vary or modify the work shown, except with written instruction from ARCHITECTURAL INNOVATIONS P.S. Report discrepancies and/or omissions to the architect immediately. 6. Due to the nature of construction and the building process there will be bidder design and Contractor/Owner selection of the building products, components, and assemblies. This set of working drawings is considered a 'builder set' and does not include specifications or building materials list. Therefore it is the Contractor/Owners responsibility to provide and coordinate specifications, including product selection and installation or assembly. ARCHITECTURAL INNOVATIONS P.S. assumes no liability or responsibility for discrepancies or conflicts which occur through Contractor/Owner specified materials and their respective Installation. ARCHITECTURAL INNOVATIONS P.S. assumes no liability or responsibility for any items, which may be called out or referred to by manufacturer as brand name. Items called out are done so For convenience only. 1. Do not scale these drawings for critical dimensions. Verify all dimensions and datum's before commencing work and be responsible for their accuracy. Report discrepancies and/or omissions to the architect immediately. 8. The Contractor/Owner is responsible for coordinating work with all trades to ensure proper and adequate interface of all trade works. The contractor shall be responsible for all required safety precautions and procedures required to do this work (3. Except as specifically defined otherwise, interpretation for all definitions, abbreviations, and supplemental definitions shall follow accepted referenced standards. 10. All work within this contract shall represent that of industry standards for the respective trades in the location in which the project is built. All references to I.R.G, I.B.G., and W.S.E.G are references to the 2010 code updates 4 WA state Amendments. 01002 MISCELLANEOUS ASSEMBLY REQUIREMENTS I. Provide crawl space access, minimum 18' x 24' unobstructed access through the floor, IV x 24' through perimeter walls and below grade access, per I.RC. section R408.4. Insulate and weather-strip per W.S.E.G R4022A. Allow IS' minimum space under wood joists and 12' minimum space under wood girders. 2. Provide attic access, minimum 22' x 30' with 30' minimum headroom, at unobstructed readily accessible opening, per I.R.G. section R801.1. Insulate and weather-strip per WSEC R4022.4. requirements. 3. Provide ventilation per I.R.C. as follows: A) Crawls ace ventilation: Minimum net area shall be not less than I s.f. per 300 s.f. under p floor area. Required openings shall be evenly placed to provide cross ventilation of the space except one side of the building shall be permitted to have no ventilation openings per section R4082. B) Attic ventilation: Minimum net area shall be not less than I s.f, per 150 s.f, of attic area or I s.F, per 300 s.f, of attic area iF at least 40 percent, and not more than 50 percent, of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated, and is no more than 3 feet below the ridge or highest point of the space. The balance of required ventilation to be provided by eave or cornice vents per I.R.C, section R8062 and W.S.E.C, requirements. 4. Slope all decks, walks, driveways, exterior door landings, and patios away from building. Minimum 1/4' per foot. 5. Provide approved numbers or addresses in such a position as to be plainly visible and legible from the street or road fronting the property per I.R.C. section R319.1. (o. Garage/House separation: A) Garage ceilings separating attic spaces shall be protected with 1/2' G.W.B. When garages are beneath habitable rooms, the ceilings shall be covered with 5/8' type 'x' GWB on the garage side. Uknere the separation is a floor/ceiling assembly, the structure shall be protected with 1/2' G.W.B. per I.R.G. table R302.6. B) Door between garage and house shall be a self closing solid wood core, honeycomb core steel, or 20-minute fire rated door having a minimum thickness of 1-3/8' per I.R.G. section R3025.1. C) Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage sheet steel or other approved material and shall have not openings into the garage per I.RC. R302.52. D) Garage floor shall slope to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. 1. Stair assembly: A) Minimum headroom height (V-8' per I.R.C. section R311.12. B) Minimum stair tread depth 10' with a 36' minimum width, measured above handrail height. Maximum riser height 1-3/4' per I.R.C, sections R311.1B C) Top of handrail shall be 34' minimum and 38' maximum above tread nosing and not less than 1-1/2' From the wall. Return rail ends to wall per I.RC, section R311.1.6. D) Install fire blocking between stringers at the top and bottom of each run per I.R.C. section R302.11. E) Cover usable space under stairs with 1/2' GWB per I.R.G, section R302.1. 8. Laundry Chutes 4 Dumbwaiter Shafts - provide 5/8' type 'x' GWB or 26 gage sheet metal with lock Joints on all openings to shaft surfaces shall be self closing solid core door 1-3/8'. S. Fireblocking shall be provided in wood -frame construction in the following locations: A) In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as Follows: 1. Vertically at the ceiling and floor levels. 2. Horizontally at intervals not exceeding 10 feet. B) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. C) In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.1. D) At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with and approved material to resist the free passage of flame and products of combustion. E) For the firebloccing of chimneys and Fireplaces, see Section R1003.19, F) Fireblocking of cornices of a two-family dwelling is required at the line of swelling unit separation. 10, Fireblocking shall consist of the following materials per I.R.C. R302.11.1. A) 2' nominal lumber. B) Two thickness of 1' nominal lumber with broker) lap joints. C) One thickness of 2Y32' wood structural panels with joints backed by 2%2' wood structural panels. D) One thickness of %' particleboard with joints backed by %' particleboard. E) One V gypsum board. F) OneY' cement -based millboard. G) Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. 11, Structural design criteria: These notes are provided for convenience only and do not imply that complete structural analysis has been done on this structure. A) Truss Loading: (URO.) Top chord live load: 25psf Top chord dead load: IpsF (15 psf, IF tile) Bottom chord live load: 10psf without storage 20psF if limited storage 30psF IF sleeping room TOTAL LOAD: 42psF or 52psf or 62psf B) Roof live load: 25 per (URO) C) Floor live load: 40 per (UN.O.) Deck Live Load 60 psf U.N.O. D) Stair and corridor live load: 40 per E) Mechanical units. weights provided by manufacturer F) Wind: 110 mph (UN.O.) G) Seismic Design Category. D(2) (UN.O.) H) Allowable soil pressure: Unless a soils report by a qualified engineer is provided, all footings and foundations shall be on assumed 1,500 par bearing capacity unless otherwise noted on drawing. J) Equivalent Fluid pressure 35 pcf. (UN.O.) K) All footings to be located below the frost line depth: 18' (UN.O.) 01002 MISCELLANEOUS ASSEMBLY REQUIREMENTS CONT. 12, Prefabricated Fireplaces and Solid Fuel Burning Appliances per I.M.C. and I.RC. Chapter 101: A) Solid fuel burning appliances include airtight stoves, fireplace stoves, room heaters/fireplace stoves, Factory built fireplaces, and fireplace inserts, and all shall comply with the provisions of I.M.C. B) Metal Chimneys shall be enclosed above the story in which the appliance served is located, in walls having one hour fire resistance rating, and with a space on all sides between chimney and enclosing walls sufficient for examination and repair for entire chimney. Walls shall be without openings per I.M.G. C) Provide fireblocking at chimney per I.RC, section R302.11. D) Install metal Fireplace with hearth and surrounds per manufacturers specifications. E) Prefabricated fireplaces, chimneys, and related components to bear U.L. or ICBO seal of approval and be installed per manufacturers requirements. 13. Fireblocking per I.RC. sections R302.11. 01060 REGULATORY REQUIREMENTS I. All construction shall conform to the 2018 International Residential Code (I.R.C.), 2018 International Building Code (I.B.C.), 2018 International Fire Code (T.C.), 2018 International Mechanical Code (IM.C), 2018 Uniform Plumbing Code (U.P.C-), 2018 Washington State Energy Code (W.S.E.C.) and be in accordance with all State Laws and Regulations and various codes imposed by jurisdictional requirements and local authorities. 2. Arrange inspections that are mandatory due to jurisdictional requirements. 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS I. Provide Temporary Facilities including electricity, water, and temporary toilet, per Jurisdictional requirements. 2. Provide Contemporary Controls - including erosion sediment and surface water control and entrapment during construction per jurisdictional requirements. END DIVISION I Division 2 SITE WORK 02200 EARTHWORK Part 3 - Execution I. Rough grading: 4' below finish grading unless otherwise specified. 2. Finish grading: Landscaping division 02900. 3. Excavation, backfilling, and compacting for structures as needed. 4. E backfillln9- and compacting for pavement avement as needed. 5. Hauling and disposal of excavated material as needed. 6. Importing of material as needed. 1. Rock removal as needed. 02500 PAVING AND SURFACING Part 2 - Product I. Walk, road, and parking paving: A Asphalt 2', class B, over 3' crushed rock or 2' ATB. B. Crushed rock 5/5' minus. C. Concrete per Division 3: I. Finish and color: Coordinate with materials finish selection schedule. 2. Unit Pavers: 1. Coordinate with materials finish selection schedule. 3. Pavement marking: 1. Coordinate with materials Finish selection schedule. 02100 SEWAGE AND DRAINAGE Part 2 - Product I. Subdrainage systems: A Foundation drainage 4' SDR 35 or shoed. 40 rigid PVC perforated pipe embedded in ravel or clean crushed rock and wrapped Pea 9 in filter fabric. 2. Storm sewage systems: A Exterior catch basins, grates, and frames: 1. Coordinate with materials finish selection schedule. B. Culverts: 1. Coordinate with materials finish selection schedule. C. Drain pipe: 4' ADS non -perforated tight line. 3. Sanitary sewage systems: A Sewage collection lines 8' PVC unless cast iron is noted. B. Septic system: Per drawings of bidders designer. Part 3 - Execution I. Subdrainage system: A Slope to drain and surround in well draining material per details. 2. Surface drainage per I.R.G. section R4013. 02800 SITE IMPROVEMENTS Part 2 - Product I. Irrigation system: Bidder design 1. Coordinate with materials finish selection schedule. 2. Fences and gates: 1. Coordinate with materials finish selection schedule. 02WO LANDSCAPING Part 2 - Product Bidder Design END DIVISION 2 Division 3 CONCRETE 03100 CONCRET Part 3 - Execution I. Formwork and bracing for structural cast -in place concrete shall be by subcontractor and meet the requirements of the drawings and industry standards. 2. All formwork shall be placed in such a manner as to allow cast -in place concrete to be placed on solid substrate and to allow structural support members to sit below the frost line. Part 2 - Product I. Reinforcing steel: Deformed bar sizes and locations per plans and details. Grade 60, %' = 60ksi per I.R.C. section R404.133.1.1. Unless otherwise noted per Engineer. 2. Welded wire fabric: at locations per plans and details: 6x6, UlAxIAUU1F. Part 3 - Execution I. A minimum lap for all bars shall be 40 diameters taken from the smallest bar. Provide corner bars to match horizontal reinforcement. Minimum coverage per details and I.RC. section R404.133.1A. 03250 CONCRETE ACCESSORIES Part 2 - Product I. Anchor bolts: 1/2'0 triple zinc ZMAX (G185 per ASTM A653) hot dipped galvanized steel (ASTM 153 for Anchors), with a minimum T embedment, per I.R.G. section R403.1.6, unless otherwise noted per Engineer. 2. Washers. 3'x3'xl/4' sq. triple zinc ZMAX (GI85 per ASTM A653) hot dipped gale. steel (ASTM 153 for Anchors), plate washers per I.R.C. section R602.11.1. Unless otherwise noted per Engineer. Part 3 - Execution I. Anchor bolts at 6'-0' oc. max, for one story 4 4'-O' o.c. for buildings over two stories in height, 12' From corners and joints, with a minimum embedment of 1'. Provide a minimum of (2) bolts per plate section per I.R.C. section R403.1.6. 03300 CAST -IN -PLACE CONGRET Part 2 - Product I. Structural concrete: Design F'c = 2500 psi min 5-1/2 sacks of cement per cubic yard of concrete and a maximum of 6.0 gallons of water per 94110 sack of cement at 28 days. Max slump is 4'. segregation of materials to be prevented. Use F'c = 30M psi concrete at 28 days with air entrainment only For concrete exposed to weather, in accordance with I.R.C. Table R4022. Special inspection not required unless noted otherwise per Engineer. 2. Architectural concrete. for exposed aggregate Finish (washed), F'c = 20M psi at 28 days, with 3/8' round aggregate. 03300 CAST -IN -PLACE CONCRETE (cunt.) 3. Admixtures: A. All concrete shall have water reducing admixtures except For footings. B. Air entrainment shall be 5-1 in all concrete exposed to weather, I.R.G. Table R4022 C. Coloring agent: 1. Coordinate with materials finish selection schedule. Part 3 - Execution END DIVISION 3 Division 4 MASONRY 04100 MORTAR Part 2 - Product I. Type 'M' or 'S' mortar with integral waterproofing agent per I.R.G. section R6062.1 Part 3 - Execution I. Per I.R.C. section R6062 04150 MASONRY ACCESSORIES Part 2 - Product 1. Anchors and Ties: To be corrosion -resistant metal ties per I.R.C. section R103.8.4. 2. Joint reinforcement: Standard strand no. 9 U.S. gage wire per I.R.C. section R103.8. Part 3 - Execution 1. Per I.R.C. Chapter 1. 04200 UNIT MASONRY Part 2 - Product I. Brick masonry: A Exterior locations: name/mFg: I. Coordinate with materials finish selection schedule (by others). B. Interior locations: name/mfg: I. Coordinate with materials finish selection schedule (by others). C. Pavers/planters: name/mfg: I. Coordinate with materials finish selection schedule (by others). 2. Concrete masonry units: grade N-i CMU, unless otherwise indicated sizes per drawings. A Special units: 1. Coordinate with materials finish selection schedule (by others). 3. Glass masonry units: (glass block) Per I.R.C. section R601. A Exterior locations: name/mfg: 1. Coordinate with materials finish selection schedule (by others). B. Interior locations: name/mfg: 1. Coordinate with materials finish selection schedule (by others). Part 3 Execution I. Brick and Veneer - A Brick veneer shall be supported on footings, Foundation or other non-combustible �' PP 9 - supports. It shall have 150 felt backing and No. 9 gauge, non corrosive ties at 1 per each 2 s.F, OF veneer. Provide 1' minimum air space between veneer and backing. Provide approved flashing at base of veneer with 3/16' min. round weepholes at 33' o.c. max., located immediately above the flashing, extending from the air space to the exterior. Veneer shall support no load other than its own weight and the vertical dead lead of veneer above. Provide angle iron support at doors, windows, and other openings per R606.10. 2. Concrete masonry unit (CMU) A Concrete masonry unit walls shall be constructed to conform to ASTM C90. It shall be laid up, reinforced, and anchored as shown on drawings. 04400 STONE Part 2 - Product I. As shown on drawings. A Exterior locations: name/mfg: I. Coordinate with materials finish selection schedule (by others). B. Interior locations: name/mfg: I. Coordinate with materials finish selection schedule (by others). Part 3 Execution 1. Stone Veneer:Adhered per manufacturer's installation instructions and in accordance with I.R.C. R103J2J A On exterior stud walls, adhered masonry veneer shall be installed: 1. Minimum of 4 inches above the earth 2. Minimum of 2 inches above paved areas, or 3. Minimum of 1/2 inch above exterior walking surfaces which are supported by the same foundation that supports the exterior wall. B. Flashing at foundation: 1. A corrosion-resstant screed or flashing of a minimum 0.019-inch or 26-gage galvanized or plastic with a minimum vertical attachment flange of 31/2 inches shall be installed. END DIVISION 4 DIVISION 5 METALS 05050 METAL FASTENINGS Part 2 - Product I. Bolts: Use sizes and shapes per dwgs, or as needed For intended purposes. Bolts, nuts and cut washers in contact with treated wood to be triple zinc ZMAX (G185 per ASTM A653) hot dipped galvanized steel (ASTM 153 For Anchors). 0%00 METAL FABRICATION Part 2 - Product I. Handrails and guardrails: Provide in sizes and locations as shown per dwg. END DIVISION 5 Division 6 WOOD AND PLASTICS 06100 ROUGH CARPENTRY Part 2 - Product I. Framing Lumber: Framing lumber shall be marked in conformance with the United States Dept. of Commerce, Standard Reference No. PS 20 (DOC PS 20) standards. All Kiln dried minimum 1996. A Joist and rafters: (2x(o and larger) Hem -Fir 02 or better. B. Beams and stringers: (4x and larger) Doug -Fir 02 or better. C. Post and timbers: Doug -Fir 1. D. Studs, plates, and mist. light Framing: Hem -Fir 02 or better. E. ' I ' Joists and Engineered beams: Per manufacturer. F. Glue laminated timber: I. Simple span: 24F V4 DFN3WN 2. Continuous or cantilever: 24F V8 DF/DF G. All other lumber: Hem -Fir Standard or better. H. Plywood/oriented strand board (O.S.B_: APA graded. I. Wall sheathing: see 'TYPICAL BUILDING MATERIALS' list on the dw s. i J. Floor sheathing: see 'TYPICAL BUILDING MATERIALS LIST'on the dwg. K. Other: As noted on drawings. L. All wood members in contact with exposed concrete to be pressure treated members. 2. Particle Board: A.PA. graded A Underlayment I. Floors: 5/8' (U.N.O.) 2. Sheet vinyl: 1/4' (URO.) see division 9 3. Cabinet surfaces 3/4' (URO.) 3. Trusses: A Prefabricated connector plate wood roof trusses shall be designed and stamped by the manufacturer in accordance with the 'design specification For metal plate connected wood trusses'. Design drawings and details to be available upon request. B. See 'Roof Framing Notes' on drawings. C. Roof design, layout, loading, and bracing shall be by manufacturer. D. Field alterations of truss must be designed by manufacturer. 4. Fasteners and adhesives: All nails shall be common wire of sizes for intended purpose per I.R.G. table R60230). Attach timber Joists to flush headers and beams with Simpson 'U' hanger series or equal to suit intended purpose. Simpson connectors at other locations as outlined per drawings. Bolt heads, nuts, and cut washers per Division 5. Connectors and fasteners in contact with treated wood to be triple zinc ZMAX (GI85 per ASTM A653) hot dipped gale. steel (ASTM 153 for Fasteners), stainless steel, silicone bronze, or copper as required per dwgs. 5. Post to mat footing connection. Provide pressure treated post and positive connection to footing per IRC. section 502.9. (o. All exposed glue laminated wood, if not protected by a roof or eave, must be preservative -treated. Part 3 - Execution I. The following will apply unless shown on drawings. All wood framing details shall be constructed to the minimum standards in the I.R.C. All framing shall conform to the requirements of Chapters 5,6, and 8 of the I.R.C. Minimum nailing shall conform to table R60230) of the I.R.C. Height and spacing of studs shall conform to table R6023(5) of the I.R.C. 06200 FINISH CARPENTRY Part 2 - Product I. Cabinets: A Coordinate with materials finish selection schedule (by others). 2. Millwork and casing - A, Coordinate with materials finish selection schedule (by others). 3. Paneling: A Coordinate with materials finish selection schedule (by others). 4. Stair and handrail by: A Coordinate with materials finish selection schedule (by others). B. See division 01002.1 mist, assembly requirements. 5. Bookcases and built-in shelves: A Coordinate with materials finish selection schedule (by others). 6. Plastic laminate and solid surface material: A Coordinate with materials finish selection schedule (by others). END DIVISION 6 Division 1 THERMAL AND MOISTURE PROTECTION 01150 WATER PROOFING 4 DAMP PROOFING Part 2 - Product 1. Per IRC. section R406. Part 3 - Execution 1. Per I.R.C. section R406. 01190 VAPOR AND AIR RETARDER Part 2 - Product 1. Ground cover: 6 mil polyethylene: black, with 12' minimum lap. 2. Building wrap: see the 'TYPICAL BUILDING MATERIALS' list on the drawings. Part 3 - Execution 1. See Division 11, Energy Requirements. 01200 INSULATION Part 2 - Product 1. Fiberglass or mineral wood batts, bloom mineral wool, and extruded polystyrene- 4, Walls: 1. See the 'TYPICAL BUILDING MATERIALS' list on the dwgs. B. Ceiling: 1. See the 'TYPICAL BUILDING MATERIALS' list on the dwgs. C. Floor: 1. See the 'TYPICAL BUILDING MATERIALS' list on the dwgs. D. Slab on Grade: R-10 (per W.S.E.C. Table R402.1.1). 2. Insulating foam. A. Standard sealant foam. Part 3 - Execution 1. See division M: energy requirements 2. Provide insulation markers for blown -in or sprayed insulation every 300 sq ft. Markers shall face the attic access per IECC Sec 303.1.1.1 3. Crawl Space/Cantilevered floors: Insulation shall be installed to maintain permanent contact with the underside of the sub -floor decking. Insulation supports shall be installed so spacing is no more than 24' on center. Cantilevered floor vents shall be placed below the lower surface of the Floor insulation. 01300 ROOFING MATERIAL Part 2 - Product 1. Shingles and roofing tiles: A See the 'TYPICAL BUILDING MATERIALS' list on the drawings 2. Membrane roofing: A 3-ply hot mopped. Part 3 - Execution I. Install per manufacturer's recommendation and Chapter 9 of the I.R.C. 01460 SIDING MATERIAL Part 2 - Product 1. Siding: A See the 'TYPICAL BUILDING MATERIALS' list on the drawings. 2. Trim: A. See the 'TYPICAL BUILDING MATERIALS' list on the drawings. 3. Soffits: A. See the 'TYPICAL BUILDING MATERIALS' list on the drawings. 4. Other: A. See the 'TYPICAL BUILDING MATERIALS' list on the drawings. Part 3 - Execution 1. Install per manufacturer's recommendation and Chapter 1 of the I.R.C. 01600 FLASHING AND SHEET METAL Part 2 - Product 1. Min. 26 Gauge galvanized, prefinlshed. Part 3 - Execution I. Install per Chapter 1 and (3 of the IRC. A) Flashing against a vertical sidewall shall be by the step -flashing method. The flashing shall be a minimum of 4' high and 4' wide. At the end of the vertical sidewall the step flashing shall be turned out in a manner that directs water away From the wall and onto the roof and/or gutter, Per I.R.C. R9032.1 01100 ROOFING SPECIALTIES Part 2 - Product 1. Vents: A Ridge vent. manufactured by: 1. Coordinate with materials finish selection schedule (by others). B. Mushroom vent. manufactured by: 1. Coordinate with materials finish selection schedule (by others). 2. Gutters: A Continuous alum. prefoated: 1. Style: K profile 2. Color: Match fascia 3. Downspouts: A 2x3 rectangular aluminum prefoated: 1. Color: Match fascia 4 trim B. Tie to I drain system. 018M SKYLIGHTS Part 2 - Product 1. Skylights to conform with I.R.C. section R308b. 2. Manufacturer: A Coordinate with materials finish selection schedule (by others). 01900 SEALANTS AND CAULKING Part 2 - Product I. Caulking A. Styrene butadene caulking (SBR) I. Color: Match siding END DIVISION 1 Division 8 DOORS AND WINDOWS 08200 WOOD DOORS (Lower Level, Main Level, Upper Level) Part 2 - Product I. Panel wood doors: A Coordinate with materials finish selection schedule (by others). 2. Flush wood doors: A Coordinate with materials finish selection schedule (by others). 3. Stile and rail(store door): A. Coordinate w/materials finish selection schedule (by others). 4. Patio door: A. Coordinate with materials finish selection schedule (by others). 5. Other: A. Coordinate with materials finish selection schedule (by others). 08300 SPECIALTY DOORS Part 2 - Product I. Sliding glass door: A Coordinate with materials finish selection schedule (by others). 2. Garage door: (make/style) (see division 11450) A Coordinate with materials finish selection schedule (by others). 08600 WOOD/VINYL WINDOWS Part 2 - Product I. Note: Egress - A Every sleeping room shall have at least one operable window with a net clear opening E 9 � 9 P P 9 of 5.1 s.F. The net clear opening height shall be a minimum of 24', with a minimum net clear width of 20', and a Finished sill height of not more than 44' above the floor, per I.R.C. section R310. B. Safety glaze per I.R.C. section R308. C. See plans for egress and operation. 2. Manufactured by: A Color: 1. Coordinate with materials finish selection schedule (by others). B. Style: 1. Coordinate with materials finish selection schedule (by others). 06100 HARDWARE Part 2 - Product 1. Type: A Coordinate with materials finish selection schedule (by others). 2. Weather Stripping: A Coordinate with materials finish selection schedule (by others). 3. Thresholds: A Coordinate with materials finish selection schedule (by others). 08800 GLAZING Part 2 - Product 1. Glass thickness to be determined by size and wind loading per I.R.C. section R308. 2. Safety glaze per I.RC, section R308. 3. Mirrors to be silvered 1/4' float plate glass. END DIVISION 8 Division 9 FINISHES 09250 GYF SUM WALLBOARD Part 2 - Product 1. Walls: See the 'TYPICAL BUILDING MATERIALS' list on the drawings. A. Finish: I. Coordinate with Contractor/Owner material selections. 2. Ceiling: See the 'TYPICAL BUILDING MATERIALS' list on the drawings. A. Finish: I. Coordinate with materials finish selection schedule. 3. Wall and ceiling finishes shall have a flame spread index of not greater than 200, and a smoke -developed index of not greater than 450 per I.R.C. R302.9. 4. Code required areas: A. Type 'X: GWB as required. 1. See division 01002 misc. assembly requirements. B. Waterproof GWB as req'd at wet or damp locations per I.R.C. section R102.42. 5. Wonderboard or duroc at all tile locations (U.N.O.) 6. Metal corner bead profile: 1. Coordinate with materials finish selection schedule. Part 3 - Execution I. Apply as required in I.R.C. Chapter 1 and Table R102J(3). Nail or screw in place per table. OS300 TILE Part 2 - Product 1. Ceramic, quarry, and marble tiles: A. Coordinate with materials Finish selection schedule (by others). Part 3 - Execution 1. Refer to manufacturer's recommendations. OS50 WOOD FLOORING Part 2 - Products 1. Type: A. Coordinate with materials finish selection schedule (by others). 0%50 RESILIENT FLOORING Part 2 - Products 1. Type: A. Coordinate with materials finish selection schedule (by others). O%W CARPETING Part 2 - Products I. Carpet and Pad: A. Coordinate with materials Finish selection schedule (by others). 09900 HINTING Part Products 1, Painting over prepared surface per manufacturer's recommendations A. Coordinate materials finh selection schedule (by others). 09950 WALL COVERINGS Part 2 - Products 1. Type: A. Coordinate with materials Finish selection schedule (by others). END DIVISION 9 Division 10 SPECIALTIES 10200 LOUVERS AND VENTS Part 2 - Products 1. Hardware cloth screen 1/4' x 1/4' on soffit vents as detailed. 2. Continuous 2' performed metal soffit vent as detailed. 3. Roofvent (See Division 01100) 4. Other vents as noted per plans. 10300 PREFABRICATED FIREPLACES Part - Products roducts I. Location/Model/Accessories: A. Coordinate with materials finish selection schedule (by others). Part 3 - Execution I. See division 01002.12 for mist. assembly requirements for fireplaces. 10400 IDENTIFYING DEVICES Part 2 - Products I. Building numbers: A. Coordinate with materials finish selection schedule (by others). Part 3 - Execution I. Install in location per jurisdictional requirements. 10800 TOILET AND BATH ACCESSORIES Part 2 - Products I. Toilet and bath accessories: A. Coordinate with materials finish selection schedule (by others). 10900 WARDROBE AND CLOSET SPECIALTIES Part 2 - Products I. Storage Closet: A. Coordinate with materials finish selection schedule (by others). 2. Clothes Closets: A. Coordinate with materials finish selection schedule (by others). 3. Pantry. END DIVISION 10 Division 11 EQUIPMENT 11010 MAINTENANCE EQUIPMENT Part 2 - Products I. Vacuum cleaning system: A. Coordinate with materials finish selection schedule (by others). 11450 RESIDENTIAL EQUIPMENT Part 2 - Products I. Garage door opener(s). A. Coordinate with materials finish selection schedule (by others). 2. Ironing board cabinet (or drawer). A. Coordinate with materials finish selection schedule (by others). 3. Free-standing appliances: A. Coordinate with materials finish selection schedule (by others). END DIVISION 11 Division 12 FURNISHINGS 12500 WINDOW TREATMENT Part 2 - Products 1. Window treatment: A. Coordinate with materials finish selection schedule (by others). END DIVISION 12 Division 13 SPECIAL CONSTRUCTION 13150 POOLS Part 2 - Products 1. Bidder design 13156 HOT TUB Part 2 - Products I. By: A. Coordinate with materials finish selection schedule (by others). END DIVISION 13 Division 14 CONVEYING SYSTEMS 14100 DUMBWAITER Part 2 - Products I. Dumbwaiter: A. Manufacturer/model number: I. Coordinate with materials finish selection schedule (by others). END DIVISION 14 Division 15 MECHANICAL 15000 GENERAL Part 1 - General 1. Mechanical system to be bidder design. 2. Regulatory requirements: A. Refer to Division 1 General uirements, Re D Requirements, B. See plans for total maximum Btu. C. Heating and cooling equipment shall be sized based on building loads calculated in accordance with ACCA manual J or other approved heating and cooling calculation methodologies. Per M14013 3. Contractor work out plumbing and HVAG diagram layout. A. Coordinate with other trades. 15400 PLUMBING Part 2 - Product 1. Pipes and Fittings: A. Waste 4 soil: ABS plastic of sizes req'd for the intended purpose. 1. Provide cast iron with compression neoprene joints per locations shown on the drawings. 2. Provide clean -outs at bends. B. Vents: AE35 C. Gas: Per code, verify location of appliances. 1. Provide an approved earthquake shutofF valve installed in the building supply line immediately after the gas meter. The valve shall be located outside of the structure and be accessible. D. Water Line: 1. Below Grade: 1 1/4' type K withMard solder 2. Above Grade: Type L w/soft solder 2. Plumbing equipment: A. Hot water heater: (Duals in tandem) 1. Size per U.P.C. 501 and Table 501.1 and jurisdictional amendments. 2. Coordinate with owner's material selection (by others). B. Hose bib, frost proof type: Mansfield units C. Main shut-off valve in garage. D. Plumbing fixtures 1. Coordinate with owners material selection (by others). 3. Irrigation: (bidder design) A. Provide 'T' connection 1n main line 1n garage by main shut-off valve with separate shut-off and drain valve. 15400 PLUMBING (cont.) 4. Automatic Sprinkler System: (bidder design) Part 3 - Execution 1. The installer to design the system to appropriate jurisdictional requirements and function in a manner consistent with industry standards. Refer to general requirements. 15500 HVAC Part 2 - Product 1, Forced Air: A. Furnace system: I. Coordinate with materials finish selection schedule (by others). B. Duct work and insulation: I. Coordinate with materials finish selection schedule (by others). C. Air cleaner: I. Coordinate with materials finish selection schedule (by others). D. Controls: I. Coordinate with materials finish selection schedule (by others). E. Registers with adjustable supply: I. Coordinate with materials finish selection schedule (by others). F. Provide firestopping at 'B' vent location per I.R.C. sections R302.11. 2. Fans: see division 11 energy requirements. 3. See floor plans for Whole House Ventilation requirements. 4. Vents: 1. Coordinate with materials finish selection schedule (by others). 5. Exhaust Ducts: A. Terminate outside building and equip with backdraFt dampers per I.RC, section M150133. 6, Dryer Ducts: A. Cloths Dryers shall be exhausted in accordance with manufactures instructions 4 I.RC, M1502, B. Protective shield plates shall be placed per I.R.C. M1502.5. Part 3 - Execution 1. The installer to design the system to appropriate jurisdictional requirements and function in a manner consistent with industry standards. Refer to general requirements. END DIVISION 15 Division I6 ELECTRICAL 16000 GENERAL Part I - General I. Electrical systems to be bidder designed. 2. Regulatory requirements: refer to Division 1 - General Requirements. 3. Contractor to provide electrical diagramming layouts, design circuitry: follow lighting plan if provided. A. Coordinate with other trades. 16200 POWER Part 2 - Product I. Wire and Boxes. A. Volt: 12 6A (3) Wire 1. GFI o Damp Locations B. Low voltage: standard type 2. Panels. Circuit breaker box fully labeled A. Capacity: Bidder Design B. Circuitry: Bidder Design 3. Grounding: A. Provide (1) 2 1/2' schedule 80 PVC conduit at concrete stem wall for electrical service and (I) 5/8' diameter 0' Ion galvanized rod (4 Ufer round for electrical grounding, 8 x8 99 ground) 9 9• 4, Smoke Detectors: A. Provide and install per I.R.C, section R314. 5. Fire alarm: A. Provide and install per N.E.C. and as required by governing Fire marshal. Part 3 - Execution I. The installer to design the system to appropriate jurisdictional requirements and function in a manner consistent with the industry standards. Refer to general requirements and I.R.G. 16200 COMMUNICATIONS Part 2 - Product 1. Intrusion alarm and security detection systems: A. Coordinate with materials finish selection schedule (by others). 2. Phone system: A. Coordinate with materials finish selection schedule (by others). 3. Intercommunication systems: A. Coordinate with materials finish selection schedule (by others). 4. Stereo system: A. Coordinate with materials finish selection schedule (by others). 16500 1 1- ITKI/_ Part 2 - Product 1. Fixtures: 1. Coordinate with materials finish selection schedule (by others). Note. A minimum of 909. of all luminaries shall be high efficiency per W.S.E.C. R404.1. 2. Control: A. Switches.]. Coordinate with materials finish selection schedule. 3. Dimmers: I. Coordinate with materials finish selection schedule (by others). 4. Boxes: 1. Coordinate with materials finish selection schedule (by others). 5. Other: 1. Coordinate with materials finish selection schedule (by others). Part 3 - Execution I. The installer to design the system to appropriate jurisdictional requirements and function in a manner consistent with the industry standards. Refer to general requirements. END DIVISION I6 Division 11 ENERGY iEQUIiEMENTS WASHINGTON STATE ENEFRGY CODE: Genera I Notes: 1. Per WSEC R402.4. The building Envelope shall be constructed to limit the air leakage rate not to exceed 5 air changes per hour. The results of the test shall be signed by the party conducting the test and provided to the code official (R402A.12). 2.Per WSEC R403.11 at least one thermostat per dwelling unit shall be capable of controlling the heating and cooling system on a daily schedule. 3.Per WSEC R40332. ducts, air handlers, and filter boxes shall be sealed. 0 w1 Ir 0 w Ir Ct a z 9 co I O O Q U N 0 w CO it w iL >1 o_ m w N Ln 12 � I IO W �r_ I>r 0 w V0y W (0 W (0 H it 0 Q �J it W a rd a WV0 Z 0 V=4 O Q C) rA O x0Z �5 1:4 9 O I� 2 IM �:) E a O V aX IM >_ rA a 4 +-) U o 00 N co CD Z 3 N 9 N 00 co H i aci o -0 a E ❑ 0 =tn �c 00 00 qV o W d 00 c W c0 GO 0 7 Z a; O m = O H c 00 2 >" � o �T. c 0 0 c /� 4 o `; c Cq H II..;Ca . oq 9c E= V 3 0 r- � V. 26 TITLE Ma CITY JOB NO.: 19050.05D STARTING NO.: 19050.03 SHEET F EIVED 172022 FEDMONDS RENT SERVICES ARTMENT Al I n11IAPI G LIT HEIGHT CALCULATION tamonas Avg uraae uaic A= 500.2 B= 499.5 r_ AnO -7C ide A.B.E.= 499.663 STAMP STAND ALONE SITE PLAN (NOT THIS ONE) A t — — --� sin D — §® Sa So sD — � SD — SD SD — SD — SD — so - MATCH EXST GRADE NEW GRAVEL DWY zj m 'VW -- SD -- SD — SD SD - as 1...:� 3011 CEDAR 25' � "- + as as as as as as — It t— as — as as— as— as as as as — EXISTING 3/4I' > IETER SET 1/2' R/C CFTC LS 30444 5/13/20 — RE> LOVE PORT ION OF X EXISTING DRIVEW,4'r X W X I X x X [1 X 1 xI X X TREE FENCE -0 X x POR I� q _1 N 4D - SD - SD q GAR4 X q x l N H ,lELE X X q h -1 I X Xz X LOT I X N q I X U Cal W A CID X X qI X ti q 1� X q X II X 1 7� QSSn Sn Sn SD- SD - SD - SD - SD - S 44 COVE p -- I FATIo q k I TREE FENCE x X I I I X 3l C �R I I X I� I X 1� X X w I I X LU X I �� I - XZ ml " X I I X x I I z X I. X _X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ilk X 61 FENCE �X x 1 2611 FIR X I X x� . X L X_ X_ X_ x X 1/2' R/C MEYRING LS 2621 — Y I- = - �., x a 5/13/20 T N Na9•49'04 ° E 15,00' 8/13/2D SITE PLAN Scale V = 10' I -o LS 16916 VICINITY MAP 40 42 �ER . s SI''.°� e .mesv Moo SITE INFO STREET ADDRESSES 8422 238th Street EVERETT WA 98026 PARCEL #: 00463300900200 LEGAL DESCRIPTION: HANBURYS SOUND VIEW TRS BLK 009 D-00 - W 75FT OF N 1/2 OF LOT 2 EXISTING TREES: TREE LOCATIONS ARE BASED ON ONLINE RESOURCES AND ARE IN APPROXIMATELY THE CORRECT LOCATION. NO SIGNIFICANT TREES SHALL BE REMOVED DURING CONSTRUCTION. ZONING ZONING: RS-8 SINGLE FAMILY SETBACKS. FRONT = 25'-0' REAR = 15'-0' SIDE = 7.5' HEIGHT LIMIT 25' ABOVE A.B.E. IMPERVIOUS SURFACE PER LAND USE REVIEW STRUCTURE LOT COVERAGE 35% SITE CALCULATIONS LOT AREA 14 ACRES GROSS LOT AREA PER PARCEL VIEWER 11,254 SF GROSS LOT AREA PER SURVEY STRUCTURE LOT COVERAGE CALCULATION 11,254 SF LOT AREA x 35% 3,939 SF ALLOWABLE STRUCTURE LOT COVERAGE 117 SF NEW COVERED PORCH 168 SF NEW COVERED PATIO 2,448 SF NEW HOUSE & GARAGE 2,733 SF/243% TOTAL STRUCTURE COVERAGE IMPERVIOUS SURFACE CALCULATION 11,254 SF GROSS LOT AREA 3,224 SF HOUSE/PORCH/PATIO (including eaves) 850 SF DRIVEWAY/WALK (excluding portion u/ eaves) 269 SF WALKWAY (excluding vortion u/ eaves) 4,343 SF/38.6% TOTAL IMPERVIOUS SURFACE LEGEND XXX DESIGNATES TREE FENCE LOCATION — x — x — DESIGNATES SILT FENCE EROSION CONTROL w w — DESIGNATES WATER — SD SD — DESIGNATES STORM/SEWER X * * * X EXISTING WOOD FENCE SEE STORM DRAINAGE REPORT AND PLANS FOR ADDITIONAL INFORMATION. LOCATION OF EXISTING TELECOMMUNICATION TO BE FIELD LOCATED DURING CONSTRUCTION EXISTING POWER TO SITE IS AN OVERHEAD POWER LINE AS SHOWN ON THE PLAN. O Cl) z 0 w O co O ~ � ff-� Y Q wz D_ m a_a_ w w N N 0 o W to W w � �~ V �CD j J � W � a z a p U W H a�W V 4-4C9 a V 4 +.a o 00 0 enCz z N Ni w W a00 C �D O\ !r y G C6 - w OM > C o O y GO s �o w � �N 0 O 3 ? 3 o M--I h-� Q tb W 3 0 W w TLECITY 19050.14DNO. F SHEET SHT 1101 EIVED 172022 =EDMONDS 1ENT SERVICES %RTMENT 0 n N89°48'58"E FND MON IN 525.09' CASE. HELD 0 M SITE BENCH. GINNIE ASSUMED_ ELEV 500' FND 1/2" R/C ZENOVIC LS 280711 LEGAL DESCRIPTION 8/13/20 THE WEST 75 FEET OF THE NORTH HALF OF LOT 2 IN BLOCK 9 OF HANBURY'S SOUND VIEW TRACTS AS PER PLAT RECORDED IN VOLUME 7 OF PLATS, PAGE 20, RECORDS OF SNOHOMISH COUNTY AUDITOR SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. VERTICAL DATUM ASSUMED SITE BENCH MARK GINNIE IN GRAVEL PARKING STRIP APPROX 17' EAST OF NW PROP COR ELEVATION: 500' GENERAL NOTES PRECISION OF CONTROL TRAVERSE IS AT HIGHER LEVEL THAN MINIMUM STANDARDS REQUIRED BY WAC 332-130-090. FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS RTK PROCEDURES AND/OR A 5 SECOND DIRECT READING TOTAL STATION. METHOD: GPS, TRAVERSE AND RADIAL SURVEY. FND 1 /2" R/C MEYRING LS 2621 8/13/20 NE 1/4, SW 1/4, SEC 31, TWP 27 N, RGE 4 E, W.M. 499— PAINT MARK ---- STORMDRAIN PAINT MARKft�E-R �e -W TE �-G�4 g0� METE 501.67 , 50.13 7.5500.7E .00 d • 500.89 8" FIR • 500.71 PAINT • 500.22 MARK GAS 30" CEDA • 500.55 -n, :,. SIDEWALK 500.73 \w • 500.20 GAS METER EX HSE OVERHEAD POWER TO 238TH ST SW HOUSE FROM SPLICE IN OHP WIRES BETWEEN POLES !±DITCH RCP 500 ' �- 32 r 501.20 0 (J z 0 U • 499.84 Z 499.63 O _ 500.22ti • 500.35 500.02 - Cli o LOCATION FROM Li W o SCANNED AS Q BUILTS �S < OBTAINED FROM 00 \� SET 1 /2" R/C GTC LS 30444 8/13/20 DIST. • 498.87\,,_ 4 ---J LSEWER 498.76 499.74� 00 36" C-D\ • 498.40 A99 z \ J J 497.72 Q 497.97-A LL- 196, Z U � ---__ C) cn 0 0 • 497.29 • 497.41 O � 4 A9 i 497.60 0 I 497.31 I • 497.28 �GNE ' �R" FIR 498.20—v 75.00' • 497.83 N89`49'04"E FND 1 /2" R/C WSI LS 16916 8/13/20 0 0 i GRAPHIC SCALE 15 0 15 30 30 1 INCH = 30 FT. SITE ADDRESS 8422 238TH ST SW i EDMONDS, WA 98026 02/2 CHR I STD 0, ®®®° c��4° w•�� was�I� ®ti 0. ®°•° �, 30444 °•° �� l *AL ®L N N. LOCATED UTILITIES MARKED IN ROaAD AND ADDED SPOT SHOTS w. 02//05/21 BC Daft 8/17/20 OWYI IEE C�1V S V L 111V V, LLC JOB NO 2 OBTAINED AS BUILTS OF SIDE SEWER AND ADDED TO DRAWINGS 02/05/21 GTC ° AS SHOWN T OT i� T TT1 `7L' V Professional Land Surveyor 20- 1 1 t> L 1 S R V l 1 Washington • Oregon • Idaho GTC FOR 18520 23rd Dr SE FlGIIRE Du4n•d Bothell, WA 98012 CHANDLER SHARMA 1 OF 1 PHONE (206) 713-6939 (Necked GTC Fill. path & Nan° , §;�OM NOLN] 10 0 5 10 20 1 inch = 10 ft. LEGAL DESCRIPTION THE WEST 75 FEET OF THE NORTH HALF OF LOT 2 IN BLOCK 9 OF HANBURY'S SOUND VIEW TRACTS AS PER PLAT RECORDED IN VOLUME 7 OF PLATS, PAGE 20, RECORDS OF SNOHOMISH COUNTY AUDITOR SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. VERTICAL DATUM ASSUMED SITE BENCH MARK GINNIE IN GRAVEL PARKING STRIP APPROX 17' EAST OF NW PROP COR ELEVATION: 500' POWER: PUD NO. 1 OF SNOHOMISH COUNTY PO BOX 1107 EVERETT, WA 98206-1107 425-670-3216 NATU PAL GAS: PUGET SOUND ENERGY 355 110TH AVE NE BELLEVUE, WA 98004 425-456-2511 (NOT AVAILABLE TO SITE) WATER & SEWER: OLYMPIC VIEW 8128 228TH ST SW EDMONDS, WA 98026 425-774-7769 PHONE: MULITIPLE PROVIDERS CONTACT: RESEARCH ON LIN INTERNET: XFINITY, ZIPLY FIBER, VIASAT, & HUGHES NET CONTACT: RESEARCH ON LINE SURVEYOR: OWYHEE CONSULTING, LLC 18520 23RD DR SE BOTHELL, WA 98012 206-713-6939 ARBORIST: TREE FROG, LLC ANDY CROSSETT PO BOX 307 DUVALL, WA 98019 206-310-8254 U U z a W m Cn w a_ 00 0� Oz 0-)� O Oz �Q W 00 O Y SW Y4, SEC 31, TWP 27N, RGE 4E 238TH ST SW N89'48'58"E 525.09' JO 0 GRAVEL--- �/ W W W W W \ I W W Q SD SD,- / L7 ---500--- INV 12" RCP IE 498.7' W OPEN DITCH CONIC GRAVEL �_'p0' I SD —TER1 SITE BENCH. c� ! GINNIE ASSUMED ELEV 500' I 0 GIN E FND 1 /2" R/C I ZENOVIC LS 280711 \I /JR-rl 8/13/20 STORAGE AREPAINT MARK GAS 30" CE I \ SIDEWALK I 50 . I Cl �I � 191 I I EX� I I SILT FENCE & CLEARING LIMIT I \ \ PROPOSED HOUSE O \ METER � / 0 �� GRAVEL _ 501.30 O 501.20 I SET 1 /2" R/C GTC LS 30444 8/13/20 X I X USE EXST DWY AS CONSTR > ACCESS. ADD QUARRY SPALLS AS NECESSARY TO PREVENT TRACKING IX X I OI X X o� 0 l— 00 0-) U O cn o119 0 I -) J �Q X SILT FENCE & CLEARING LIMIT LLJ o 0 \ I X \ U ( X Z z \ _500— \ O \ z cr I fs I � X < < I XI I \\ I I O \\ J O " EXPANSION TO 6"SSS ---------/- -- --- X � I of I - x X I *316' CEDAR X PROPOSED SD, TYP I I X X X O X X X I I — — — —I— z � PROPOSE ADU 0 z IO to _ z Cn ", Q �, 0 - I 'CA L, 0 Y z O U 0 0� INSTALL ORANGE BARRIER 0 0 0 FENCING AROUND ALL I I) Q INFILTRATION SYSTEMS I o 0 DURING CONSTRUCTION. I/ 0 0 o— — — — — — j X O I x � a/ X L - 26" FIR \ \ O O I X \ IX 75.00' \ FND 1 /2" R/C X MEYRING LS 2621\ / N89`49'04"E FND 1/2" R/C 8/13/20 \ WSI LS 16916 00463300900102 8/13/20 KOREAN UNITED PRESBYTERIAN CHURCH onn iy nvaav utcerIII ry a'. e�_-e � Q .. - Credit CO:iCeDIS 0 Q 13 F 6 O 238t 2381h St SW 0 238th St SW D 8422 2' 4 St SW, Milkie Mdkie Edmonds,WA98026 �Dessert'Cate Gary Ayers - State st:�_ : ren.. : H�15J�'',�Orea'IQ . 10p Farm Insurance Agent Q Dn Travelodge by Wyndham T United Presbyt!na SIT ~j ©Seattle North/Edmonds S SITE Church of Seattle 3 s* 1391 © 2-�tarn�.ei P� Edmonds Way ST FRANCIS Automotive ` Vision Joyland Preschool and Childcare Great Kids Academy s Q rY f 24011. St SW 240th S1 SW 240th St SW 24mh St SW Panther Road Classics ®Car \ deatet — Q �•` Caravan Outfitter Q Rentals \' QCareful Movers ' Pt sW Edmonds Gateway %/ 241sI Apartments �` 1\ � Burlington I 9Clottu ' i g store /rjl}( QBabyDepot ,\\ r � r Jeffs Auto Detailing 242nd St SW y 242nd Sl SW 242nd St SW242nd St SW Corazon D Mexico In \ '•. Je,,elry store �/� --- - _` xj --- -� _,-/ i — tl'�, A Scott�S Bar3'Gnll Volkswagen 13y f.cv p; _ t Certified Pre Owned , 50 g, Campbell Nissan © VICINITY MAP CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 12. INSTALL INFILTRATION TRENCH. EXCAVATION OF INFILTRATION AREAS SHALL NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS. THE BMP SHALL NOT BE MADE OPERATIONAL UNTIL ALL EROSION -CAUSING PROJECT IMPROVEMENTS ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED. SPECIAL NOTES: 1. COVER ALL STOCKPILES WITH PLASTIC SHEETING. 2. FOR ALL CATCH BASINS DRAINING TO INFILTRATION FACILITIES, SEAL GRATES AND PLUG OUTLETS UNTIL SITE IS STABILIZED. 3. WHEELED VEHICLES SHALL NOT TRAVEL OVER INFILTRATION TRENCHES. LIMIT DISTURBANCE IN THOSE AREAS BY ALL EQUIPMENT. 4. MAINTAIN SUPPLIES OF PLASTIC COVERING, SILT FENCE, STRAW MULCH AND OTHER MATERIALS ON SITE TO BE USED AS REQUIRED DURING CONSTRUCTION. 5. TOTAL DISTURBED AREA IS 9,200 SQUARE FEET. �F INSTALL CB FILTERS IN FIRST DOWNSTREAM CB AS DIRECTED BY THE CITY'S INSPECTOR SHEET INDEX: 1 *********** COVER SHEET Sc TESC PLAN 2 *********** GRADING & DRAINAGE PLAN 3 *********** DETAILS 4 *********** GENERAL NOTES APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: ---------------------- Know what's below. Call before you dig. PARCEL NO: 00463300900200 D SITE DEVELOPMENT SERVICES 3011 RAVEN CREST BELLINGHAM, WA 98226 (425) 481-9687CE DAVESDS49@GMAIL.Rf G SHARMA RESIDENCE 8422 238TH ST SW DATE: 1 /14/22 DES: DCD SCALE: 1"=10' DWN: DCD ED CITY OF ED DS DEVELOPMENT SE VI( BY: ------------------------------------ CITY ENGINEERING DIVISION COVER SHEET & TESC PLAN 1 of 4 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 0 I C-4 cV NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS -\ 0 `WIRE MESH FENCE TO SUPPORT FILTER I FABRIC N BURY BOTTOM OF FILTER a MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT 4" (MIN) 6" (MIN) 6" (MIN) 1' (MIN) ABOVE SEASONAL HIGH GROUNDWATER TABLE OR HYDRAULICALLY RESTRICTIVE LAYER GENERAL NOTES: CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-900 PERVIOUS CONCRETE, SEE NOTE 1 PERMEABLE BALLAST, SEE NOTES 2 & 3 RUNOFF TREATMENT LAYER (IF REQUIRED PER EDMONDS STORMWATER CODE), SEE NOTE 4 SUBGRADE, SEE NOTE 5 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 11) AND INFEASIBILITY REQUIREMENTS. 2. THE MINIMUM THICKNESS SHOWN ABOVE MAY NOT BE SUFFICIENT FOR ALL APPLICATIONS. A PROJECT SPECIFIC PAVEMENT DESIGN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN CIVIL ENGINEERING TO: 2.1. SUPPORT THE ANTICIPATED LOADING (E.G. PAVEMENT DESIGN LIFE, INITIAL AND TERMINAL SERVICEABILITY, RELIABILITY, ETC.) AND 2.2. TO SATISFY THE HYDROLOGIC REQUIREMENTS OF THE CITY OF EDMONDS STORMWATER CODE (I.E., CODE MAY WARRANT A THICKER PAVEMENT SECTION THAN THE MINIMUM STRUCTURAL SECTION REQUIRED). 3. FOR SUBGRADE SLOPES 3% OR GREATER, SUBSURFACE CHECK DAMS OR OTHER METHODS TO PROMOTE SUBSURFACE PONDING ARE REQUIRED. 4. GEOTEXTILE SHALL NOT BE USED IN PAVEMENT SECTION UNLESS REQUIRED BY GEOTECHNICAL ENGINEER. IF REQUIRED, GEOTEXTILE SHALL CONFORM TO WSDOT 9.33.2(1) GEOTEXTILE FOR SEPARATION, WOVEN TYPE. 5. REFER TO WSDOT LOCAL AGENCY GSPs DIVISIONS 2-9 FOR APWA GSPs. r,I PERVIOUS CONCRETE SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-06SA. SURFACE SLOPE SHALL BE BETWEEN 0.5% AND 10%. 2. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1. 3. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. 4. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2017 CITY OF EDMONDS STORMWATER ADDENDUM. 5. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT `St. IB9- TYPICAL PERVIOUS CONCRETE PAVEMENT APPROVED BY: R. ENGLISH REVISION DATE DECEMBER 2017 STANDARD DETAIL SD-622 _LS A TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 * PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN CITY OF EDMONDS STABILIZED CONSTRUCTION PUBLIC WORKS ENTRANCE DEPARTMENT APPROVED BY: R. ENGLISH TYPE 1 OR 1 -L CATCH UNDERDRAIN PIPE I v BASIN W/ SOLID LID PER GUTTER CITY STANDARD DETAIL SD-303 OR SD-304 -ROOFLLJ - z� JZI W L J C5, O Q 0W (MIN)------r-- �I 5' (MIN) INFILTRATION TRENCH � z 10' (MIN) EXTENTS ' `n 5� - - � /I � - - PROPERTY LINE/EASEMENT OF PLAN Ro 4" (MIN) DIA. OBSERVATION WELLS NTS VROOF SPACED 25' APART (MAX), 1 DOWNSPOUT WELL (MIN) PER TRENCH CLEANOUT REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-901 12" BUILDING I - 11= J.J1 J.J I-1 11= -Jll - I 1=1 I I Jll 12 =LI l=1 11=J�JJ=ILI=ILI 1LI=1 I I -I 11= 11=1 11=L= M I N : 4" (MIN) PVC DRAIN . 6' (MIN) PIPE PER WSDOT LEVEL J SPEC. 9-05.1 (5), U (J U V 12" (MIN) MAINTAIN POSITIVE SLOPE 4" (MIN) PERFORATED PVC REMOVABLE PUSH -ON PVC TEE UNDERDRAIN PIPE PER WSDOT PVC DRAIN PIPE SPEC. 9-05.2(6), LAID LEVEL 100' (MAX) PROFILE GENERAL NOTES: PLASTIC BOX NTS MARKED "DRAIN" 1. REFER TO THE 2017 CITY OF EDMONDS TEST PLUG STORMWATER ADDENDUM FOR SETBACK II -III 11-11 L_-11-II 6" (MIN) (CHECKLIST 13) AND INFEASIBILITY REQUIREMENTS. II IL IIIIIIIIIIIIIIIIII -COMPACTED OBSERVATION -11 r II -III -III -III -III BACKFILL 2. MIN COVER DEPTHS ASSUME NO VEHICULAR WELL, SEE NOTE 3 - - - LOADING. DESIGNER TO SPECIFY COVER DEPTHS IF VEHICULAR TRAFFIC ANTICIPATED. WASHED DRAIN O O ,� ROCK, SEE ` Z NOTE 2 G� J�O NOTES: GEOTEXTILE, O0 _O o0 1. PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP SEE NOTE 1 BOO BOO`, �� OF WASHED ROCK. GEOTEXTILE SHALL CONFORM TO UU WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR 1' (MIN) SEPARATION, NON -WOVEN TYPE. 2' (MIN) ABOVE SEASONAL 2. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT UNCOMPACTED NATIVE 4:-+ HIGH SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. MATERIAL, SCARIFY 3" GROUNDWATER (MIN) TABLE OR SECTION A HYDRAULICALLY 3. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC. 9-05.2(6), PERFORATED PVC UNDERDRAIN NTS - RESTRICTIVE PIPE. LAYER `S t . IB13- REVISION DATE CITY OF EDMONDS TYPICAL DOWNSPOUT APRIL 2021 INFILTRATION TRENCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D- 6 3 6 `St. 18y" CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-902 Know what's below. Call before you dig. Z 182 ' dAL �4 ' jZV D SITE DEVELOPMENT SERVICES 3011 RAVEN CREST BELLINGHAM, WA 98226 (425) 481-9687CE DAVESDS49@GMAIL.CON� G SHARMA RESIDENCE 8422 238TH ST SW DATE: 1 /14/22 DES: DCD SCALE: AS NOTED DWN: DCD DETAILS ED CITY OF EDM IDS DEVELOPMENT SE VI( 3 of 4 GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - 2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS - BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. GENERAL NOTES, CONT'D 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK(UDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MDaMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON - SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. Know what's below. Call before you dig. DATE: 1 /14/22 SITE DEVELOPMENT SERVICES 3011 RAVEN CREST BELLINGHAM, WA 98226 (425) 481-9687 `' E E D DAVESDS49@GMAIL. O SHARMA RESIDENCE SCALE: AS NOTED 8422 238TH ST SW DES: DCD DWN: DCD CITY OF ED DS DEVELOPMENT SE VI( GENERAL NOTES 4of4 CRAWL SPACE VENTS I. CRAWL SPACE AREA 1165 SF 2. CRAWL SPACE AREA / 300 = MO SF OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE = 14"xVx.15 (1551. EFFICIENCY) = BO SF PER VENT NET FREE AREA 4. VENT AREA / .58 = 10.14 VENTS REQUIRED. 5. 11 VENTS SHOWN (SEE PLAN FOR LOCATION) 6. 11 VENTS x .56 = fo.38 SF OF VENT AREA PROVIDED. 1, VENTS SHALL 5E COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF 1/4" MAX. 8. VENTS LOCATED IN RIM JOIST MUST 5E PERMANENTLY BAFFLED. WSEC 502141 GENERAL FRAMING NOTES 1. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 2. SEE SKEET A-1 FOR ALL GENERAL NOTES AND FOR ALL REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 3. TRUSS DESIGN 5Y MFG. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY. SEE DIV. 6100 SKEET A-1 - TRUSS LOADING. SEE DIV. 01002.10A SHEET A-1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 4. ROOF FRAMING SPACING, 24" o.c. U.N.O. 5. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 6. RAFTER TAIL 2x4. VERIFY. -1. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S. ALL HEADERS ARE 4x10 DF 02 U.N.O. PROVIDE (1) TRIMMER STUD UP TO 4'-0" SPAN AND (2) TRIMMER STUDS OVER 4'-0" U.N.O. SEE DIV. 06100 SHEET A-1 HEADERS TO 5E INSULATED W/ MIN, R-10 INSULATION 9, STUD NOTCHING AND 50RING PER I.R.C. SECT. R602.(o - BEARING OR EXTERIOR WALL MAXIMUM NOTCH 25%, 50RING 40%. - 60% MAXIMUM BORING IF DOUBLED WITH NOT MORE THAN (2) SUCCESSIVE STUDS BORED. - NON-5EARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/5" TO FACE OF STUD. FOUNDATION KEYNOTES CONCRETE STEM WALL 8" WIDE WITH MIN. 16"x8" FP-1 FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A-1 F11-2 CONCRETE STEM WALL 8" WIDE WITH MIN. 24"x8" FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A-1 FP-3 CONCRETE SLAB ON GRADE SHALL 5E 4" THICK STEEL TROWELED FINISH, W/ 6x6 W1.4xW1.4 WWF ON 4" GRANULAR FILL. SLOPE 2" TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIV. 3 SHEET A-1 F11-4 6x6 POST ON C566. I" ABOVE SLAB ON 36 x36 x8 MAT FOOTING ON SOLID 6U58TRATE W/(4) 04 BAR EACH WAY. SEE DIV. 3 SHEET A-1 FP-5 CRAWL SPACE VENT. SEE CALCULATION. SEE DIV. 1 SHEET A-1 ALL CRIPPLE WALLS ARE 2x6 OR 3x4 -8 16' or— FP- U.N.O. 14" MIN STUD LENGTH PER IRC SEE DIV. 6 SHEET A-1 4x12 BEAM LINE, U.N.O. MIN. 1" CLEARANCE FROM FP-7 CONCRETE AT END OF BEAMS SEE DIV. 6 SHEET A-1 FP-8 4x4 PRESSURE TREATED POST (SCA5 POST AND BEAM WITH 2x4) ON WO FELT ON MAT FOOTING U.N.O. PROVIDE 4x6 POST s 5EAM SPLICE E POSITIVE CONNECTION FROM POST TO FOOTING. SEE DIV. 6 SHEET A-1 FP-9 (o MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. -t SHEET A-1 FP-10 ELECTRICAL SERVICE: PROVIDE (1) 2 1/2" SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (1) 5/0"40' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIY. 16 AND VERIFY W/ SITE CONDITIONS FP-11 BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED FP-12 18"x24" CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A-1 FP-13 PRESSURE 5LOCKING OF SAME SIZE AS ADJACENT JOIST. FP-14 24"X24'X10' MAT FOOTING ON SOLID SU55TRATE W/ (2) 04 BAR EACH WAY OR 12"XI" STRIP FOOTING FP-15 30"X30'Xl0' MAT FOOTING ON SOLID SU55TRATE W/ 414 BAR -a 11" O.C. EACH WAY (3) MIN FP-16 36"X36"X10" MAT FOOTING ON SOLID 5U56TRATE W/ 04 BAR -8 9' O.C. EACH WAY (4) MIN FP-11 5TU5 STEEL 12' INTO SLAB m 12"oc FP -IS FLOOR JOIST SEE DIV. (o SHEET A-1 FP-19 4xO BEAM LINE, SOLID BLOCKING 5ETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A-1 FP-20 PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF 5EAM SUPPORT AS A50VE AND BELOW SEE DIV. 6 SHEET A-1 FP-21 MIN, 1" CLEARANCE FROM CONCRETE AT END OF BEAMS FP-22 EXTEND PIER MIN la' BELOW SURROUNDING GRADE FP-23 3" DIAMETER STEEL POST FP-24 EDGE OF CONCRETE SYMBOLS &LEGEND O O POINT LOADS FROM ABOVE Qom` 2yPOINT LOADS FROM ABOVE W/ LOADING N POINT LOAD TRANSFERING DOWN Q� POINT LOAD TRANSFERING DOWN W/ LOADING HANGER F- POINT LOAD TRANSFERE::) 5Y KICKER Qv HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION Q TO 5E USED ON FLOOR 5ELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER WALL A50VE 1 "1 WALL 5ELOW 0 w w c7 co EE O C O Q 0 co N w U) rr w n mw N N C W w to W w m H O �1 0� J w vt W '*� a z O 0 z° OC O H x a W V a cp 0 00 co N � N 00 W o a E _ to o a — W � 00 oo 00 � — O w -- M ° � O O � E o p y GO t o w LG N a 0 � 0 � 3 3 0 3 �o 1--1 Q on �c W b 3 0 Ww MH W W TITLE CITY JOB NO.: 19050.05D STARTING NO.: 19050.03 SHEET EIVED 172022 FEDMONDS RENT SERVICES ARTMENT Scale 1/4'=1'-0' NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE -BATHROOMS/LAUNDRY 50 CFM MIN. -KITCHEN EXHAUST HOOD TO 5E MIN. OF 100CFM. IF EXHAUST HOOD EXCEEDS 4000FM MAKE UP AIR MUST 5E PROVIDED PER SECTION MI503.4. ® CONTINUOUS WHOLE -HOUSE VENTILATION SHALL OPERATE CONTINUOUSLY SYSTEMS MUST CONFORM TO I,R.C. M15013 4 SIZED PER TA5LE M1501.3.30) CONTROLS TO 5E LOCATED AT FORCED AIR UNIT ❑T THERMOSTAT e 50" ABOVE FLOOR Q 110v SMOKE ALARM PER [.PC,. R314 WITH BATTERY BACKUP INTERCONNECTED USE A COMBINATION SMOKE/ CARBON MONOXIDE ALARM WHERE NOTED MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al FURN WH A. PROVIDE 6" DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. 5. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER G. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM, D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. FURN RM NOTES 1) FURNACE EFFICIENCY PER W.S.E.C. WORK SHEET 2) COM5USTION AIR PROVIDED VIA PVC PIPE DIRECTLY INTO FURNACE COM5USTION INTAKE. 3) DOOR SHALL 5E A 2/0x6/S MINIMUM, SOLID CORE W/ WEATHER STRIPPING. 4) ROOM DIMENSION IS TO 5E A MINIMUM OF 3(ox30 AFTER SHEET ROCK. INSTALL SHEET ROCK ON RC CHANNEL. 5) WALLS SHALL HAVE SOUND INSULATION. 6) PROVIDE A 20x2O HOLE FOR DUCT WORK. m N ma 6'-3' 0 o Guest Suite CARPET 6'-9" 52'-0" 4'-6 1/2" 5'-11 1/2" 14'-0" i'-0 VERIFY Ul/ MANF. SPECS 3'-0" 2'-11 1/2' 1'-6" 11'-0" 1'-6' ISOFFIT TO SOT. BEAM _F — — — — — — — — — — — — — — — I Covered Patio 1 CONCRETE I i 24(D i i 2040 i I I Q iSKYLfGl7 ' i i SKYL7GIT'� i Q l I LIJCa l i i i �i t I I ------ ' ------ I I 2 I l o l l o l I ------- i i3040 ------ t I 120 1 SKYLW 10 ; ; SKYLIGI Tom' SEE THRU I i i i I I FIREPLACE I -- � ----\ -=� I -------- I VIS" IV-0 1/2' I 1 14 -8' P- 4 5016 1 8/0x8/0 SL GL DR P- 4 I O/ 3616 F P-15 LUPPERS 4 I I Kitchen T HRDWD I0- Great Room HARDWOOD 3'-2" T-10" i'-0' 4'-0' 3'-0. 5056 O/ P - 4 5016 Q SD 2/48/0 POCKET P-12 I P-12 �J Guest Bath (L I 1LE - m Q Sp/GMp 5'-8 3/4' ro'-4 3/4" 3'-0 1/2' 1'-3 1/2' ) � PD I 1 SOFFIT 8 - P-10 0 N 36x36 MIN, CONC. LAND I 4G itu I U121, � uzi Mu 5/0x3/ SHU1R P-1 ech Rm o o Roo---� SEE FU NOT )LL TILE P-8 ❑F V.T.o . r m Pwdr p P-2 HRDWD 8 -0 N 6 -0 i�g�' 31 -10 5 -8 1/2 5 -II I/2 2 -2 5'-11/2 j7ir7e7se;7r_a;ion HEATDETECTION z required as per section R302 of I the 2018 IRC , ICL n II I II I ------- 2'-4 1/2' 4'-0" (o'-II' i II REFER I II I 6'-5' '- 3'-1" 5'-11, w z u P_13 12' COUNTER _ _ _ _ C/O g 8' 2/6x8/0 ao I -' N I lu -; 14 ui Pantr nd q°F0 �n ''•' HRDWD Kitche ' HRDWD T I U Garage CONCRETE _ I N At least one parking tall must � I be EV ready. "EV real HRDWD P-1 I Foyer M means a parking spape that is I HRDWD designed and constructed to m I I P-13 include a fully wired dircuit with N a Level II or Level III Olectric - I I I I Dining Room HRDWD i I I I 3614 TRAM Fvehicle_char:lng-recepfaclea-� r-------------------------------------------------- , u outlet or termination point, including conduit andlwki I N 1 ', Covered I and the electrical service Lk__j_______________ Porch capacity necessary to serve CONCRETE the receptable, that allows for; I SOFFIT TO SOT, BEAM future installation of an electrical vehicle charging Office station. HRDWD I I I I I I I I I I I I S/Ox8/0 OVHD DOOR 16/0x8/0 OVHD DOOR p 0 N � m I'D A _ ;n RBI N N I I I e I � I r 6060 I I 5' -0 5'-6" (o'-0 1/2' I'-6" 5'-2 3/4' 6'-8 3/4' '-4" 10'-i' a'-4' li'-i' �'-4' , 1'-6' , I i'-(o 1/2' 11'-11 1/2' 2'3' -6' I . I I' -0' I . I 19' - 0 MAIN FLOOR PLAN Scala 1/4'=1'-0' GENERAL PLAN NOTES I, SEE SHEET A -I FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. 11 SHEET A-1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. 8 SHEET A-1 4. SEE TYP. MATERIALS LIST ON SECTION SHEET 5. SEE SHEET A-1 FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: P-1 APPLY (1) LAYER OF 112" G.W.B. TO GARAGE SIDE OF RESIDENCE, ATTIC SPACES, AND TO ALL BEAMS AND POSTS SUPPORTING A FLOOR -CEILING ASSEMBLY. APPLY (1) LAYER OF Na" TYPE 'X' G.W.5. TO GARAGE CEILING WHEN UNDER HABITABLE ROOMS. DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE SHALL HAVE MINIMUM 26 GAUGE STEEL SEE DIV. 01002.6.A. SHEET A-L F_2 13/a' MIN. SELF CLOSING SOLID WOOD CORE, HONEY- COM5 CORE STEEL, OR 20-MINUTE FIRE RATED DOOR. SEE DIV. 01002.6.5. SHEET A-1 P-3 STAIR ASSEMBLY NOTES: PER I.RC. SECTION R311.5 A. HEADROOM MIN. ro'-8', WIDTH MIN. 3'-0', 5. TREADS 10" MIN. DEPTH AND MIN. WIDTH OF 36" A50VE HANDRAIL HEIGHT, RISERS 13/4" MAX. HT. TREAD NOSING TO 5E MINIMUM 3/4" AND A MAXIMUM OF 1 1/4" ON STAIRS WITH SOLID RISERS. C. HANDRAIL MIN. 34" TO MAX 35" A50VE TREAD NOSING. HANDRAIL TYPE 1 CIRCULAR TO HAVE 11/4" MIN. TO 2" MAX. CROSS SECTION DIMENSION AND 1 1/2" MIN. CLEAR FROM WALL, RETURN RAIL ENDS. HANDRAILS SHALL 5E STRONG ENOUGH TO RESIST A 200 POUND POINT LOAD IN ANY DIRECTION PER I.RC. TA5LE R301.5 D. INSTALL FIRE BLOCKING 5ETWEEN STRINGERS AT THE TOP AND 50TTOM OF EACH RUN PER I.R.C. SECTION R302.11. E. COVER USABLE SPACE UNDER STAIR W/ 112' G.W.B. PER I.RC. SECTION R3021, F. INTERMEDIATE 5ALUSTERS SHALL 5E SPACED W/ LESS THAN 4" 5ETWEEN 5ALUSTERS. G. PROVIDE STAIRWAY ILLUMINATION PER I.R.C. SECTION R303.6. SEE DIV. 01002.1 SHEET A-1. SAFETY GLAZING PER I.R.C., SECTION R308 A. WINDOWS WITHIN 18" OF FLOOR 5. WINDOWS WITHIN A 24" ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. LESS THAN 60" HORIZ. FROM THE 50T. STAIR TREAD NOSING, 4 50T. EDGE OF GLAZING IS LESS THAN 36" A5V. LANDING/WALKING SURFACE SEE DIV, 05500 SHEET A-1 P-� EGRESS WINDOW PER I.RC., SECTION R310 SEE DIV. 08600 SHEET A-1 P-6 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO 5E 15" MIN, A50VE TOP OF SLAB. SEE DIV, 15 SHEET A-1 P-� COVER WALLS ADJACENT TO TU58 AND SHOWERS WITH NON -ABSORBENT MATERIAL TO 12" 45OVE DRAIN INLETS, PER I.R.C. SECTION 30-1.2, SEE DIV. 0e250 SHEET A-1 P-8 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING, 13/4' MAX. RISER WITH 10" MIN. RUN, IF MORE THAN P-g (3) RISERS, HANDRAIL REQUIRED PER I.RC, SECTION R311.1.8. SEE DIV. 01002.1 SHEET A -I 18'44' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A-1 P-11 22'x3O' ATTIC SPACE ACCESS W/ 30" HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.2 SHEET A-1 P-12 FLOOR MATERIAL BREAK LINE P-13 WALL LINE 45OVE P-14 WALL LINE BELOW P-15 FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT GAS FIREPLACES, MUST 5E LISTED, LABELED eINSTALLED PER MFG. SPECIFICATIONS, SHALL CONFORM TO I.RC.REQUIREMENTS. SEE DIV, 01002.12 SHEET A-1 5. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO I.R.C. REQUIREMENTS. SEE DIV. 01002.12 SHT A-1 C. HEARTH SHALL CONFORM TO I.R.0 REQUIREMENT SEE DIV. 01002.12 D. FIREBLOCK OPENINGS AROUND PENETRATIONS EACH FLOOR PER I.R.C. SECTION R1003.19. E. FIREPLACE MUST COMPLY WITH UL 12-1 TESTING SEE SITE PLAN FOR EXTENT OF WALKS 6 DRIVEWAYS P-17 3" DIAMETER STEEL POST P-18 36' GUARDRAIL PER I.RC. SECTION R312 E TA5LE R301.5 CONTRACTOR TO VERIFY TO INSPECTOR THAT ALL GUARDS 6 RAILINGS ARE CAPABLE OF RESISTING 20016 LOAD ON TOP RAIL ACTING IN ANY DIRECTION. P-19 '5' VENT FOR MECHANICAL. 1' CLEARANCE ALL SIDES PER I.R.C. SECTION R302.11. SEE DIV. 15 SHEET A -I PLANT SHELF P-21 UPPER AND LOWER LINEN CABINETS P-22 SOFFIT AREA P-23 INTEGRATED MAKE UP AIR P-24 2x6 STUDS W/ R-21 INSULATION MIN. SQUARE FOOTAGE MAIN FLOOR 12765 SF UPPER FLOOR 12946 SF TOTAL 32711 SF GARAGE 684 SF PORCH/PATIO 117/167 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO 5ELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. 0 cr w 9 cT� EE 0 O 0- 0 co N w CID c- 0- m w 0) N o y�W r OC w rA w 0 O �1 J W '*� a z O 0 x a� z° o� 0 4-4 a W V a CD U N z N 0 00 W Q Q 0 o -4 -4 C o a E _ oc ILn >: o0 w ° E ao s r, `° [�� w co a 0 Y 0 � 3 3 ° 3 C-0 �j ao on b 3 0 W w Fill MH W �N W TITLE Ivia CITY JOB NO.: 1%50.05D STARTING NO.: 19050.03 SHEET 1 3 EIVED 172022 F EDMONDS RENT SERVICES ARTMENT SECT Scale 1/2'=1'-O' Is F- I c,T4?I [(-TI IQdI - AP:k1 >= >=NIn Tipi ISS i i UPPER FLOOR/LOWER ROOF FRAMING PLAN. �a F-9 GENERAL FRAMING NOTES 1. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 2. SEE SHEET A-1 FOR ALL GENERAL NOTES AND FOR ALL REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 3. TRUSS DESIGN 5Y MFG. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY. SEE DIV. 6100 SKEET A -I - TRUSS LOADING. SEE DIV, 01002.10A SHEET A-1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 4. ROOF FRAMING SPACING, 24" o.c. U.N.O. 5. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 6. RAFTER TAIL 2x4. VERIFY. -1. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 8. ALL HEADERS ARE 4x10 DF 02 U.N.O. PROVIDE (1) TRIMMER STUD UP TO 4'-0" SPAN AND (2) TRIMMER STUDS OVER 4'-0" U.N.O. SEE DIV, 06100 SHEET A-1 HEADERS TO 5E INSULATED W/ MIN, R-10 INSULATION 9. STUD NOTCHING AND BORING PER I.R.C. SECT. R602.6 - BEARING OR EXTERIOR WALL MAXIMUM NOTCH 25%, BORING 40%. - 60% MAXIMUM BORING IF DOUBLED WITH NOT MORE THAN (2) SUCCESSIVE STUDS BORED. - NON -SEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8" TO FACE OF STUD. FRAMING PLAN KEYNOTES E_1 BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV.15 SHEET A-1 RAKED PONY WALL ON TOP OF LOWER ROOF F-2 FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS, F_3 ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE E-4 FACE OF WALL UPSET - 50TTOM OF BEAM EVEN W/ 50TTOM OF F-5 JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH 50TTOM OF E-ro JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT F-� SEE CALCULATION SEE DIV, 01002.3.5 SHEET A-1 FLOOR JOIST - SEE SCHEDULE DWG. F-g SEE DIV. 06100 SHEET A-1 SEE ELEVATIONS AND SECTIONS FOR E-9 PLATE HEIGHT PRESSURE BLOCKING E-10 SEE DIV. 06100 SHEET A -I FLUSH - 50TTOM OF BEAM EVEN W/ 50TTOM E_11 OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM E-12 EXTENDS DOWN BELOW JOISTS A F_13 TOP OF BEAM 3" BELOW TOP OF FLOOR TRUSS. FLOOR TRUSSES TO 5E TOP CHORD BEARING. 2x OVERFRAMING 6 24" OC. PROVIDE 2x6 E-14 STRONG5ACK PURLINS AND 2x KICKERS AT 6'-0" oc TO TRUSSES BELOW. Fr- -15 2X6 CEILING JOISTS -a 24" OC GR ROOF VENT CALCULATION TOTAL ROOF AREA 311 SF/300 =1.04 SF OF VENT AREA REQ 40% MIN. AT 36" MAX BELOW RIDGE = .42 SF MIN. E)O% MAX. AT 36" MAX BELOW RIDGE = .52 SF MAX. 2 ROOF JACKS AT 50 SQ. IN. EACH= 100 SQ. IN.=.69 SF (36" MAX. BELOW RIDGE) 60 L.F. OF EAVE VENTS AT 3.3*5Q. IN./LF= 198 SQ, IN.= 1.3 SF ) 2x6 KINGS ® OPENINGS VER 8' W/ (3) 3XI31 END OILS TO TOP/BOTTOM PLATE. 'P. TOTAL SF OF VENTILATION PROVIDED = 1.99 SF SYMBOLS &LEGEND O O POINT LOADS FROM ABOVE Qom` 2yPOINT LOADS FROM ABOVE W/ LOADING N POINT LOAD TRANSFERING DOWN Q� POINT LOAD TRANSFERING DOWN W/ LOADING HANGER r POINT LOAD TRANSFERE::) 5Y KICKER Qv HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION Q TO 5E USED ON FLOOR BELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER WALL A50VE 1 "1 WALL BELOW NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. N C O Q 0 Co N w U) rr w n m w C W Lu W y Co W o� O J w vt a z O 0 � Z x a� 0 H F 2 a W V a CD a N 3 N N o W H Pa F o k o -� cc > W C cc � - y O Cn °� m O O o o > y GO s o w W c 0 Y O o 3 3 0 3 Cn �J oq I--1 A oq c c F b 3 0 W w FH h+i TITLE CITY JOB NO.: 19050.05D STARTING NO.: 19050.03 SHEET 4 EIVED 172022 FEDMONDS RENT SERVICES ARTMENT SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE -5ATHROOM5/LAUNDRY 50 CFM MIN. -KITCHEN EXHAUST HOOD TO 5E MIN. OF 100CFM. IF EXHAUST HOOD EXCEEDS 4000FM MAKE UP AIR MUST 5E PROVIDED PER SECTION MI503.4_ ® CONTINUOUS WHOLE -HOUSE VENTILATION SHALL OPERATE CONTINUOUSLY SYSTEMS MUST CONFORM TO I,RC. MI50-13 4 SIZED PER TABLE M1507.3.3(1) CONTROLS TO 5E LOCATED AT FORCED AIR UNIT 0 THERMOSTAT -0 50" ABOVE FLOOR Q 110v SMOKE ALARM PER I.RC. R314 WITH BATTERY BACKUP INTERCONNECTED USE A COM5INATION SMOKE/ CAR50N MONOXIDE ALARM WHERE NOTED MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER DIV. 15,16 SEE SHEET Al FURN WH A_ PROVIDE 6" DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS, 5. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER G. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM, D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. I Mechanical Ventilation required as pe ■ M1505 of he 2018 IRC rem GENERAL PLAN NOTES I. SEE SHEET A-1 FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE DIV. 11 SHEET A-1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. a SHEET A-1 4. SEE TYP. MATERIALS LIST ON SECTION SHEET 5. SEE SHEET A-1 FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. FLOOR PLAN KEY NOTES OCCUPANCY SEPARATION: P-1 APPLY (1) LAYER OF lie" G.W.B. TO GARAGE SIDE OF RESIDENCE, ATTIC SPACES, AND TO ALL BEAMS AND POSTS SUPPORTING A FLOOR -CEILING ASSEMBLY. APPLY (1) LAYER OF Na" TYPE 'X' G.W.5. TO GARAGE CEILING WHEN UNDER HA51TA5LE ROOMS. DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE SHALL HAVE MINIMUM 26 GAUGE STEEL SEE DIV, 01002.6.A. SHEET A-L F-2 13/8' MIN. SELF CLOSING SOLID WOOD CORE, HONEY- COM5 CORE STEEL, OR 20-MINUTE FIRE RATED DOOR. SEE DIV, 01002.6.5. SHEET A-1 P-3 STAIR ASSEMBLY NOTES: PER I_R.C. SECTION R311.5 A. HEADROOM MIN. ro'-a', WIDTH MIN, 3'-0', 5. TREADS 10" MIN. DEPTH AND MIN. WIDTH OF 36" A50VE HANDRAIL HEIGHT, RISERS 13/4" MAX. HT. TREAD NOSING TO 5E MINIMUM 3/4" AND A MAXIMUM OF 1 1/4" ON STAIRS WITH SOLID RISERS. C. HANDRAIL MIN. 34" TO MAX 35" A50VE TREAD NOSING. HANDRAIL TYPE 1 CIRCULAR TO HAVE 11/4" MIN. TO 2" MAX. CROSS SECTION DIMENSION AND 1 1/2" MIN. CLEAR FROM WALL, RETURN RAIL ENDS. HANDRAILS SHALL 5E STRONG ENOUGH TO RESIST A 200 POUND POINT LOAD IN ANY DIRECTION PER I_RC. TABLE R301.5 D. INSTALL FIRE BLOCKING 5ETWEEN STRINGERS AT THE TOP AND 50TTOM OF EACH RUN PER SECTION R302.11. E. COVER USABLE SPACE UNDER STAIR W/ 112' G.W.B. PER I.RC. SECTION R3021, F_ INTERMEDIATE 5ALUSTERS SHALL 5E SPACED W/ LESS THAN 4" 5ETWEEN 5ALUSTERS. G. PROVIDE STAIRWAY ILLUMINATION PER I_RC. SECTION R303.6. SEE DIV. 010021 SHEET A-1. F,-4 SAFETY GLAZING PER I.R.C., SECTION R30a A_ WINDOWS WITHIN IV OF FLOOR 5. WINDOWS WITHIN A 24" ARC OF DOORS C. WINDOWS AT TU55 AND SHOWERS D. GLAZING IN DOORS E. LESS THAN 60" HORIZ, FROM THE 50T. STAIR TREAD NOSING, 4 50T, EDGE OF GLAZING IS LESS THAN 36" A5V_ LANDING/WALKING SURFACE SEE DIV, 05500 SHEET A-1 P-rI EGRESS WINDOW PER I.RC., SECTION R310 SEE DIV. oaro00 SHEET A-1 P-� IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO 5E 15" MIN, ABOVE TOP OF SLAB. SEE DIV, 15 SHEET A-1 P-� COVER WALLS ADJACENT TO TU58 AND SHOWERS WITH NON-A55OR5ENT MATERIAL TO 12" 45OVE DRAIN INLETS, PER I.RC. SECTION 30-1.2, SEE DIV, 09250 SHEET A-1 P-8 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING, 13/4' MAX_ RISER WITH 10" MIN. RUN, IF MORE THAN P-g (3) RISERS, HANDRAIL REQUIRED PER I.RC. SECTION R3111_8. SEE DIV. 01002.1 SHEET A-1 P-10 la'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A-1 P-I1 22'x3O' ATTIC SPACE ACCESS W/ 30" HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.2 SHEET A-1 P-12 FLOOR MATERIAL BREAK LINE P-13 WALL LINE ABOVE P-14 WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT GAS FIREPLACES, MUST 5E LISTED, LABELED eINSTALLED PER MFG_ SPECIFICATIONS, SHALL CONFORM TO I.RC.REQUIREMENTS. SEE DIV. 01002.12 SHEET A-1 5. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO I.R.C. REQUIREMENTS_ SEE DIV. 01002.12 SHT A-1 C_ HEARTH SHALL CONFORM TO I.R.0 REQUIREMENT SEE DIV, 01002.12 D. FIRE5LOCK OPENINGS AROUND PENETRATIONS 0 EACH FLOOR PER I.R.C_ SECTION R1003.19_ E, FIREPLACE MUST COMPLY WITH UL 12-1 TESTING P-16 SEE SITE PLAN FOR EXTENT OF WALKS 6 DRIVEWAYS P-1i 3" DIAMETER STEEL POST P-18 36' GUARDRAIL PER I.RC. SECTION R312 E TABLE R301.5 CONTRACTOR TO VERIFY TO INSPECTOR THAT ALL GUARDS 6 RAILINGS ARE CAPABLE OF RESISTING 20016 LOAD ON TOP RAIL ACTING IN ANY DIRECTION. P-19 5' VENT FOR MECHANICAL. 1' CLEARANCE ALL SIDES PER I_RC. SECTION R302_11. SEE DIV. 15 SHEET A-1 P-20 PLANT SHELF P-21 UPPER AND LOWER LINEN CA5INETS P-22 SOFFIT AREA P-23 INTEGRATED MAKE UP AIR P-24 2x6 STUDS W/ R-21 INSULATION MIN. 0 w w w z C7 co cT� EE O O Q U co N w GO Ir w 0- m w N N C y�W r � w rA co w OC H O J W '*� a z O O z° OC O H x a W V a CD U 00 co CD N 00 W Pa E c oho � � kn o o -- < 00 ❑ > W �r 00 � y O M o o E 0 o > y 00 s w N c 0 O o 3 3 0 3 oq A to �c W F b 3 0 W w FH h+i FNL— TITLE Ma CITY JOB NO.: 19050.05D STARTING NO.: 19050.03 SHEET 5 EIVED 172022 FEDMONDS RENT SERVICES ARTMENT Sca Is 1/4' =1' -O' A i i UPPER ROOF FRAMING PLAN.N4w' GENERAL FRAMING NOTES 1. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 2. SEE SHEET A-1 FOR ALL GENERAL NOTES AND FOR ALL REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 3. TRUSS DESIGN 5Y MFG. TRUSS PLAN SHOWN IS FOR GENERAL LAYOUT ONLY. SEE DIV. 6100 SKEET A-1 - TRUSS LOADING. SEE DIV, 01002.10A SHEET A-1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 4. ROOF FRAMING SPACING, 24" o.c. U.N.O. 5. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 6. RAFTER TAIL 2x4. VERIFY. -1. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 8. ALL HEADERS ARE 4x10 DF 02 U.N.O. PROVIDE (1) TRIMMER STUD UP TO 4'-0" SPAN AND (2) TRIMMER STUDS OVER 4'-0" U.N.O. SEE DIV, 06100 SHEET A-1 HEADERS TO 5E INSULATED W/ MIN, R-10 INSULATION 9. STUD NOTCHING AND 50RING PER I.R.C. SECT. R602.6 - BEARING OR EXTERIOR WALL MAXIMUM NOTCH 25%, 50RING 40%. - 60% MAXIMUM BORING IF DOU51LED WITH NOT MORE THAN (2) SUCCESSIVE STUDS BORED. - NON-5EARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/5" TO FACE OF STUD. FRAMING PLAN KEYNOTES E-1 BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV.15 SHEET A-1 RAKED PONY WALL ON TOP OF LOWER ROOF F_2 FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS, F_3 ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF 5EAM WITH OUTSIDE E-4 FACE OF WALL UPSET - 50TTOM OF BEAM EVEN W/ 50TTOM OF F-5 JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH 50TTOM OF F-6 JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT F-� SEE CALCULATION SEE DIV, 01002.3.5 SHEET A-1 FLOOR JOIST - SEE SCHEDULE DWG. F_g SEE DIV. 06100 SHEET A-1 SEE ELEVATIONS AND SECTIONS FOR E-9 PLATE HEIGHT PRESSURE BLOCKING E-10 SEE DIV. 06100 SHEET A-1 FLUSH - 50TTOM OF BEAM EVEN W/ 50TTOM F-11 OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM F-12 EXTENDS DOWN BELOW JOISTS A F-13 TOP OF BEAM 3" BELOW TOP OF FLOOR TRUSS. FLOOR TRUSSES TO 5E TOP CHORD BEARING. 2x OVERFRAMING 6 24" OC. PROVIDE 2x6 E-14 STRONG5ACK PURL INS AND 2x KICKERS AT 6'-0" oc TO TRUSSES BELOW. Fr- -15 2X6 CEILING JOISTS -a 24" OC ROOF VENT CALCULATION TOTAL ROOF AREA 2137 SF/300 =7,12 SF OF VENT AREA REQ 40% MIN. AT 36" MAX BELOW RIDGE = 2B5 E)O% MAX. AT 36" MAX BELOW RIDGE = 356 188 ROOF JACKS AT 50 SQ. IN. EACH= (36" MAX. BELOW RIDGE) SF MIN. SF MAX. 450 5Q.IN.=a12 SF L.F. OF EAVE VENTS AT 3.3*5Q. IN./LF= 620A SQ, IN.= 4.31 SF TOTAL SF OF VENTILATION PROVIDED = Z43 SF SYMBOLS &LEGEND O O POINT LOADS FROM ABOVE Qom` 2yPOINT LOADS FROM ABOVE W/ LOADING N POINT LOAD TRANSFERING DOWN Q� POINT LOAD TRANSFERING DOWN W/ LOADING HANGER r POINT LOAD TRANSFERE::) 5Y KICKER Qv HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION Q TO 5E USED ON FLOOR DELOW STxx HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER WALL A50VE WALL 5ELOW 0 w c� w w z 0 co cT� S O C O Q 0 co N w U) rr w n m w C W Lu W y co w o� O J w vt a z O 0 � Z x a� 0 H F 2 a W V a w CD a N 3 N N o W H Pa F o kn u o -� cc W cc — y O m cn O O is o o > y GO s o w W N c 0 O o 3 3 0 3 cn �J oq I--1 A oq c c F b 3 0 W w FH h+i TITLE CITY JOB NO.: 19050.05D STARTING NO.: 19050.03 SHEET 6 EIVED 172022 FEDMONDS RENT SERVICES ARTMENT NOTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAWINGS. A111■11111■11111■111mini 1IN1■1111111III ,. A111■IIIII■IIIII■IIIII■IIIII■IIIII■III�■i I�I-111 � _,a1111■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII IlinTililllll rom_ri = - _..nl■n��;�nnl■nnl■nnl■nnl■� nl■nnl■nnl■nnl■nnl■nnl�n._ i/I.�.l■ m .l■I.�.I■dl'1�II�:i111111■IIIII■IIIII■IIIII■IIIII 111■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■ �11■IIIII■IIIII■I1111�1�!il/IIIII■IIIII■IIIII■IIIII■IIIII IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII IIU�! ail■IIIII■IIIII■IIIII■IIIII■IIIII■III I■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■III �..AI■IIIII■IIIII■IIIII■IIIII■IIII .AI■IIIII■IIIII■IIIII■IIIII■IIIII■II ' MEN ---- _ - - ��I�IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■ IIIII � ICI uir�uariva■ma■iva■ivariuo 11■IR.Iiid111 uaruuiruu DC arm SIDE ELEVATION Scale use RATE UNDUI FIDR M kMI PANM arsTM ALM 8E" A9 d+aw x* eAw w W TRIM AM 4'FETAL LONG ®OA;v u�xae-rtooR �7 MNN I-L41E ADNEF£D VeaER I44 12 WATERPROOF MEMBRANE SLOPE 1/4'/ FT 2 12 I I _ IL 33/4 3'! Ll ■ NINE ■1■r■ � ■1�1■ � ■1■r■ � ■1■1■ � ■1■1■ � ■1■r■ � ■1�1■ � ■1■1■ � ■1■1■ � ■I■1■ � ■1■r■ � ■1�1■ � ■1■1■ � ■I ■ iI♦—. EX15TING GRADE PROP05ED GRADE UPPER PLATE UPPER SUB -FLOOR M A IAI =1 A7C 12 12 a 4' METAL LONG BOARD 0 0 M■ all 12 —_ — ADHERED MA50NRY VENEER MAX HEIGHT 526.663' RIDGE HEIGHT 52(ob' UPPER PLATE HARDI PANEL SYSTEM, ALIGN SEAMS A5 SHOWN 2x(o BAND W/ 2x3 TRIM ABV. v, UPPER 55U-FLOOR - � \ m �l MAIN PLATE `V 0 0 HORIZONTAL LAP J 51D ING 2x& BAND BOARD MAIN SUB -FLOOR ABE 499b63' FRONT ELEVATION Scale 1/4'■l'-O' HORIZONTAL LAP SIDING EX15TING GRADE PROPOSED GRADE REAR ELEVATION Scale 1/4'=l'-O' 12 I5 z O w ¢ 7) w w C7 Co Cr O O Q U Co w w co O U ~ � w Y Q w w z _ m w w N N "t Lo o W W W y � �~ V o' a J F+1 a w z 0 V� ° x a� Q_ OC 0Cd w 2 a U � W 111.4 rx rx Cd w& WA a .� v OHO 92 z N 0 N N � 00 a M > O GO o c p y o c� w c x O 0 � 3 3 0 3 00 .o � 1H oq r"1 .se '\ v 3 o w w TITLE Ma CIT JOB NO.: 190 663D STARTING NO.: 19050.03 SHEET EIVED 172022 )FEDMONDS MENT SERVICES 'ARTMENT ENERGY CREDITS 2 HEAT PUMP 1.0 credits EQUIPMENT LISTED IN TABLE C4033.20) OR C4033.2(2) 13 EFFICIENT BUILDING ENVELOPE .5 credits VERTICAL FENESTRATION MIN U=.28 FLOOR R-38 SLAB ON GRADE R-10 UNDER ENTIRE SLAB 3.5 HIGH EFFICIENCY HVAC EQUIPMENT 1.5 credits AIR -SOURCE, CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 1L0 4.2 HIGH EFFICIENCY HVAC DISTRIBUTION 1.0 credits HVAC EQUIPMENT AND ASSOCIATED DUCT SYSTEM(S) INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R4033.7 LOCATED SYSTEM COMPONENTS IN CONDITIONED CRAWL SPACES IS NOT PERMITTED UNDER THIS OPTION. ELECTRICAL RESISTANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS OPTION. DIRECT COMBUSTION HEATING EQUIPMENT WITH AFUE LESS THAN 80% IS NOT PERMITTED UNDER THIS OPTION. 55 EFFICIENT WATER HEATING 2.0 credit WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER 3 OF NEE V9 ADVANCED WATER HEATING SPECIFICATION. OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S) MEETING THE STANDARDS FOR TIER 3 OF NEEA's ADVANCED WATER HEATING SPECIFICATION, SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ON DWELLING UNIT, ALL HOT WATER SUPPLY AND RETICULATION PIPING SHALL BE INSULATE WITH MIN R-8 MINIMUM PIPE INSULATION TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: IV. SHINGLES DIV. 0100035) / WATER PROOF MEMBRANE BUILDING APED: DIV. 7) 30# BUILDING PAPER SHEATHING: (DIV. 7/16' O.B. OR EQUAL FRAMING: (DIV. PER PLAN INSULATION IV 7) R49 BLOWN -IN SOFFIT: (DIV. 7) 1/2' RE -SAWN PLYWOOD GWB: (DIV. 9) 5/8' GWB EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: DIV. 7) BUILDING WRAP: (DIV. 7) SHEATHING: (DIV. 6) FRAMING: IV INSULATION- (D . 7) GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING- IV.9 SUBFLOOR: IV. FRAMING: INSULATIO IV. SOFFTP: (DIV.� TRIM:(DIVTRIM:(DIV. 6) WINDOW - (WITH NO BRICK MOLD) CORNER BOARDS - FASCIA. WOOD SIDING (DIV. 0100.5) 15# BUILDING PAPER 1/2' CDX PLYWOOD OR EQUAL 2 X 6 STUDS AT 16' OC R-21 BAIT W/ INTEGRAL VAPOR BARRIER PROVIDE CLASS II VAPOR RETARDER IN MARINE ZONE 4 1/2' GWB FINISH PER PLANS (DIV. 010035) 3/4' T&G (PLYWD, COMPLY, OR EQ.) PER PLANS R-38 BATT 1/2' RE -SAWN PLYWOOD HEAD: 2x4 JAMB- 2x4 SILL: 2x4 INSIDE: 2x2 OUTSIDE: 2x4,2x3 2x8 UNO WATERPROOF MEMBRANE WATERPROOF MEMBRANE SLOPE I/a'/ FT SLOPE I/a'/ FT SECTION A -A Scale 1/4'=1'-0' WATERPROOF MEMBRANE MEMBRANE WATERPROOF MEMBRANE _ SECTION B-B Scale 1/4'=1'-0' �U z O w D w LL O Q Co ow U) Ir w �0 CDw C N r 0 w x W ca W CAoc �~ V O� o� J a w L W� z O O z O " w x a W U 1.4 x Cd "i v r--� o 00 � z N " N N � d' 0) 00 a C = 00 k E o w¢ � >; co — o oa — w ti C 0 X 3 O � 3 0 3 C OD M...j ►� y " bo W �G F '\ v 3 o W w SHEET 1 0 'ED 22 DS VICES SEE ROOF PLAN FOR CRICKET LOCATION IF APPLICABLE SKYLIGHT, SIZE PER PLAN. PROVIDE FLASHING AS RECOMMENDED BY MFG, 2x6 CURB TYP. 2XI0 MIN. FOR SHALLOW PITCHED ROOFS 2x4 Q ROOF AND FRAMING MEMBERS TYP. G.W.B. 9 CEILING ROOF FRAMING PER PLAN SKYLIGHT FLARE WELL DETAIL TYP. FLOOR FRAMING PER PLAN (DIV. (o SHEET A-1) SOLID BLOCKING OVER BEAM BEAM PER PLAN AT BEAM SPLICES USE 2x4 SCAB EACH SIDE SCAB TOGETHER W/ NAILER EA SIDE AT BEAM SPLICES USE 2x4 (I'-(o' MIN) SCAB EACH SIDE W/ (4) 16d EACH CONNECTION POST PER PLAN OVER — NERVESTRAL CONT, FOOTING PER PLAN MAT FOOTING PER PLAN (2) CONT. "4 BAR P.T. 2x4 w/ A34 POWDER ACTIVATED ANCHOR TO POST (EACH SIDE IF REQUIRED) �IIIII�IIIIII- POST/FOOTING CONNECTION TYP. FLOOR FRAMING PER PLAN (DIV. (o SHEET A-1) TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIV. 6 SHEET A-1) TREATED MUD SILL SEE FOUNDATION DETAILS POST AND BEAM PER PLAN FOUNDATION CONNECTION ALL STUDS BEYOND 3L JST, BLOCK AS NEEDED :E PLAN :E PLAN FOR TYP. RISE 8 RUN DIMENSIONS 4' PLYWOOD RISER '8' HARDBOARD TFEAD WITH EASED NOSING 2x12 STRINGERS - TYP. (UN.O.), CENTER RINGER WITH (2) 2x4 STRONG BACK TYP, TACH STRINGERS W/ (1) A-35 EACH. ' G.W.B. AS REQUIRED :E NOTES BELOW KICKER PLATE TACH STRINGERS (1) A-35 EACH. 1, HEADROOM MIN. 6'-8', WIDTH MIN. 3'-0' PER 4. INSTALL FIRE BLOCKING BETWEEN STRINGERS I.R.C. SECTION R311.1. AT THE TOP AND BOTTOM OF EACH RUN PER 2. TREADS 10' MIN. DEPTH FROM LEADING EDGES OF I.R.C. SECTION R602B. NOSING TO NOSING AND RISERS 13/4' MAX. HEIGHT 5, COVER USABLE SPACE UNDER STAIR WITH PER I.R.C. SECTION R311.1.5. 1/2' G.W.B., PER I.R.C. SECTION R302.1. 3. HANDRAIL MIN. 34' 70 MAX. 38' ABOVE TREAD fo. INTERMEDIATE BALUSTERS SHALL BE SPACED NOSING. HANDRAIL TYPE I CIRCULAR TO HAVE W/ LESS THAN 4' BETWEEN BALUSTERS PER 1 1/4' MIN. TO T MAX. CROSS SECTION DIMENSION I.RG, SECTION R3122. AND 1 1/2' MIN. CLEAR FROM WALL, RETURN RAIL 1. TREAD NOSING 70 HAVE A MAX. RADIUS OF 9/16 ENDS. HANDRAILS SHALL BE STRONG ENOUGH PROJECT A MIN. 3/4' AND A MAX. OF 1 1/4' ON TO RESIST A 200 POUND POINT LOAD IN ANY STAIRS W/ SOLID RISERS. BEVELING OF NOSING DIRECTION PER I.RC. TABLE R3015 NOT TO EXCEED 1/2', PER I.R.C. SECTION R31IB33 STAIR SECTION DETAIL BAFFEL - EXTEND 6' ABOVE BATT. INSUL. OR 12' ABOVE BLOWN INSUL. (TYP. ROOF CONSTRUCTION) 2' MIN. CLR FOR VENTING HI 9 24' O.C. AT INSIDE FACE OF WALL UN.O, PER ENGINEER 2X BLOCKING WITH (3) 2' 4 HOLES WITH SCREEN ---------- 12 SEE ELEVATION EXPOSED TRUSS TAIL AT INTERIOR NON BEARING WALLS ATTACH TRUSS WITH SIMPSON 5TC/STC7/DTC (TYP. GUTTER) OR SIMILAR VERTICAL SLIP TYPE CONNECTION OVERHANG FASCIA PER ELEVATION EAVE DETAIL (TYP. EXTERIOR WALL CONSTRUCTION) IF LESS THAN 5'-0' 70 THE PROPERTY LINE USE SOLID EAVE BLOCKING VENT JACKS PLACED WITHIN 36' ABOVE EAVE MAY BE SUBSTITUTED PER PLAN FOUNDATION DETAIL SLAB o STEM WALL 5/8" WO' A.B. W/ 3'x3'xl/4' S.Q. STEEL PLL WASHERS 9 5'-0' O.C. (DIV. 3 SHEET A-1) UNLESS NOTED OTHERWISE PER ENGINEER, 1' MIN. EMBED. (2) 04 BAR TOP 12' 04 HORIZ. BAR 10' O.C., 1'-6' CORNER OVERLAP (DIV. 3 SHEET A-1) 04 VERT. BAR SAME AS HOOK BAR SPAC (DIV. 3 SHEET A-1) 71GHTL INE DAMPPROOFING (DIV.1 SHEET A-1) 04 HOOK BAR FROM F7'G. m IV O.0 EXTEND 14' MIN. INTO STEM WALL. (DIV. 3 SHEET A-1) 4' PEW. F7'G. DRAIN W/FILTER IN 24' GRA BED (DIV. 2 SHEET A-1) SOLID SUBSTRATE (2) 04 BAR CONT. (DIV. 3 SHEET A-V TYP EXTERIOR WALL CONSTRUCTION PER PLAN (DIV 6 SHEET A-1) 4' CONC. SLAB OVER 4' GRAVEL BED (C SHEET A-1) TREATED MUD SILL (DIV (o SHEET A-1) SEE FOUNDATION DETAILS TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIV. 6 SHEET A-V LOCATE SHEATHING JOINT COMMON MEMBER RIM BOARD TYP. FLOOR FRAMING PER PLAN. (DIV. (o SHEET A-1) TREATED MUD SILL SEE FOUNDATION DETAIL(S) FRAMING PERPENDICULAR TO STEM WALL - TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIV. 6 SHEET A-1) LOCATE SHEATHING JOINT 9 COMMON MEMBER SOLID BLOCKING a RIM JOIST e EXT. b POINT LOAD BEARING PER PLAN TREATED MUD SILL SEE FOUNDATION DETAIL(S) TYP. FLOOR FRAMING PER PLAN. (DIV. (o SHEET A-1) FRAMING/FOUNDATION DETAIL HANGER OPTION FULL WIDTH TREATED MUD SILL TOP FLANGE HANGER PER PLAN PROVIDE MOISTER BARRIER BETWEEN JOIST AND FOUNDATION TYP. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A-U EXT. DOOR AND FRAME (DIV. 8 SHEET L DOOR THRESHOLD FLASHING AS REQ'D (DIV. 1 SHEET A-V NERVE87RAL FLASHING EXTEND 4' MIN. BELOW TOP OF FND WALL 4' CONC. SLAB OVER 4' GRAVEL BED (DIV. 4 SHEET A-1) TREATED MUD SILL (DIV. 6 SHEET A-V 2' AIRSPACE TYP. 04 VERT. RE -BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL O Q U N 0 w If w m w N C W Lu W � co W H cc cc J a W *o a O 0 V� °z x a� _ 0 cd a W V a a U 00 N3 W Z N N o co H cam�,++ E o /^� � F.1 F a pp o 0, R J .� W c �� aA ao — o M ° O o � 00 � o w Ct1 a 0 x O ° 3 3 0 3 on M-� A 00 b N r� 3 W w M--I Mr�l V TITLE CITY JOB NO.: 19050.05D STARTING NO.: 19050.03 SHEET EIVED 172022 FEDMONDS RENT SERVICES ARTMENT "SIMPSON" STRAP TIE O O O O O O O O PER PLAN. SEE "SIMPSON" NAIL REQUIREMENTS UPPER FLOOR UPPER FLOOR JOISTS PER PLAN MAIN FLOOR INFILL PIECE OF SHEATHING MUST LAP TOP &BOTTOM PLATES TO INSURE SHEAR IS TRANSFERRED. NAIL PER LOWER SHEAR WALL CALLOUT SHEAR WALL .-. PER PLAN � � ~ � w DBL JOISTS PSL JOISTS SIMPSON L90 C� EA. SIDE, 3.5 PSL SOLID & ®EA. END (4) TOTAL. JOIST BLOCKING At Floor Trusses, vertical blocking to be positioned in the truss at Shear Wall Ends and Strap Locations. SHEAR WALL PER PLAN NAIL "PAR PLATE NAILING SEE SCHEDULE DBL JOISTS OR PSL SOLID BLOCKING (GLUE) ( ®JOISTS PERPENDI- � JOIST PARALLEL TO SHEAR WALCULAR TO SHEAR WALL) W/ A-35 PER COL 6 W/ A-35 PER COL 6 DOUBLE JOIST OR BLOCKS WHERE DOUBLE PLATE NAILING REQ'D SHEAR WALL PER PLAN 3/4" PLY. SUBFLOOR `> 2X8 BLOCKING W/ 16d » NAILS @ 4 O.C. 2X10 FLOOR JOISTS � 16d TOE NAILS, BEAM TO TOP PLATE TOENAIL EA. SIDE @ 9" O.C. STAGGERED SHEAR WALL BEYOND Design Build Services, Inc (360) i93-9659 -Shear Wall Schedule -Rev 9a - 1/6/2021 � Z 0_ � > � SHEATHING NAILING END STUDS (MIN) PLATE NAILING 12d A35/RBC ®TOP PL. 1/2" A.B. SPACING UNBLOCKED BLOCKED G1-7 1/2" sheetrock 5d Wallboard ®7" o.c. 1 2X4 1 Row ® 14" 3'-6"o.c. 1/2" ®6' 100 125 G1-4 1/2" sheetrock 5d Wallboard ®4" o.c. 1 2X4 1 Row ® 11" 3'-0"o.c. 1 2" C� 6' 125 150 G1-4+ 5/8" sheetrock 6d Wallboard ®4" o.c. 1 2X4 1 Row ® g" 2'-6"o.c. 1/2- ®6' 145 175 G2-7 1/2" sheetrock 5d Wallboard ®7" o.c. 1 2X4 1 Row 7" 1'-s"o.c. 1 2" ®s' 200 250 G2-4 1/2" sheetrock Wallboard C�4" o.c. 2-2X4 1-2X6 1 Row ® 5" 2" ®4' 250 300 LRP REF APA TT -too 16" LATERAL RESTRAINT PANEL -Max Ratio 6:1 w min. 4x Header 600 Lb TOTAL 2'-0" or wider LATERAL RESTRAINT PANEL 515 Lb/ ft. Based on APA T20011-56 &Draft 156 dated June 17, 1994- higher values are allowed based on H.D. design. ALL WALLS BLOCKED Edge Nailing HF Spacing HF TYP HF WIND S1-s 7 16" OSB 8d C�6"o.c. or 16 Staple 04" 2-2X4 1-2X6 1 Row 07" 2'-0"o.c. 1/2" C� 6' 215 300 s1-4 7 16" os6 8d c�D4"o.c. or 16 Staple 02.5" 2 2X4 2X6 1 Row 05" 1'-5"o.c, 1/2" C� 4' 310 434 S1-3 7 16" os6 8d 03"o.c. 2-2X6 3-2X4 1 Row C�4" 1'-0"o.c. 5/8" 01.7' 400 560 S1-2 7 16" OSB 10d C�2"o.c. 1-DF 2-4x4 2 Row C�2.5" 8"o.c. 5/8" 02.5'** 544 763 s2-6 7 1s" os6 sd cis"o.c. or 16 staple c�4" 3-2x4 2-2x6 1 Row C�3" 12"o.c. 5/8" C� 1.5' 430 soo A EXT. SHEAR WALL TRANSFER 1 ACROSS UPPER FLOOR B INTERIOR STRAP TIE C INTERIOR SHEAR WALLS TO D SHEAR TRANSFER TO FLUSH BEAM S2-4 7 16" OSB 8d 04"o.c. or 16 staple C�2.5" 4-2x4 3-2x6 2 Row 05" 8"o.c. 5/8" C� 2.7'** 620 868 1 (INT. SHEAR WALL TO FLOOR BEAM) 1 FLOOR BELOW 1 S2-3 7 16" OSB 8d @3"o.c. 4-2x61-4x4 2 Row 03.5" 6"o.c. 5/8" C� 2'** 800 1120 S2-2 7 16" OSB 10d ®2"o.c. 1-DF 2-4x6 2 Row 02" 4"o.c, 5/8" C� 1.3'** 1088 1525 * EXTENT OF 16" MIN. VARIES (SEE PLAN) HEADER 2X4 TOP PLATE OR PONY WALL ABOVE Ref: AFPA SDPWS Section 4.3.5.2 Design for Force Transfer Hold Down Schedule -Simpson or Equal Wind Tension seismic Cracked A35 A35 -Detail 4 in Simpson Catalog 600 600 lb ®1.6 VARIES NAIL THRU ROOF SHEATHING TO 2X4 BLOCKS (TYP) 2X4 BRACE (3) 12d(TYP) 2X4 BLOCKS ABOVE SHEAR WALL ' FG D TRUSSES @ 24" O.C. o A35 CLIPS PER 45 MAXV// SHEAR WALL SCHED. INTERI SHEAR ALL DBL TOP PLATE (2) STUDS PER MST HOLD-DOWN ST6236 "SIMPSON" STRAP HOEDOWN W/ � 40 16d x 2-1 8" NAILS. FILL ALL HOLES W NAILS. / JOISTS PER PLAN � ``' (2) STUDS PER MST HOEDOWN EDGE NAIL PLYWOOD TO DBE. STUD (TYP). GARAGE DOOR HDR. MIN. 3X11.25 (SEE FRMG. PLAN FOR SIZE) :••::�. ::::••:T. NAIL O.S.B. TO HDR. ,W/8d � 3" O.C. � OR 15g STPLS @ 2.5 O.C. TYP. � z2 Rows 2-2x4 STUDS MIN � 16D @ LSTA24 VERTICAL STRAP @ � z 3" ❑,C, x � o ❑PP❑SITE ❑F SHEETING CMSTA49 � �✓/ PONY WALL) � 0 J NAIL � A L PETS. HDRS. & o w • • • • • STUDS Wy8d C� 3 O.C. TYP. OR W/15g STAPLES @ 2.5 O.C. TYP. � o 0 2-2�,c4 AT ANY O.S.B. MAIL JOINT W/16D I `` @ 3 o.c. IN MIDDLE 24 OF PANEL � � » » � w 7/16 O.S.B. (5/8 T1-11 @ TLRP) Z STHD14 OR PLAN NOTE CALL -OUT. " o � INSTALL PER MANF. RECOMMENDATION. 2-2X4 PLATES NAIL SHTG. CONTINUOI 12 FQQ ING T TO EA. PLATE � SEE NOTE BELOW w/STEM 12" w/2 #4 MIN ANCHOR�LAG BOLTS W/ 3x3 WASHER AT OPENING Fig MIN 7" MBEDMENT x12 AB �11N ' (1-5/8" ) Note: Where Panel is on a rim joist the sheeting must lap the rim which could take the place Of the second plate. Lag bolts are to replace anchor bolts into 4X C� RIM. The STHD14's are t0 be replaced with STHD14RJ's or added to with MST 60's at a pony wall. MST 60's are to replace STHD14's at a second floor application. Blocking at All Panel Edges Req'd 48 48 Full Panel Width Full Panel Width MSTA36 STRAP (Typ. 4 Locations) � •� � 2_x 4 Blocking Min. o_ �•) o o I aO Sheetin To Be Continuous 2 x 4 (min. plate) g Over Rim Joist or Vertical 2-2x Continuous or Strapped Rim LSTA12 to Full Ht. Wall Studs (� 32 o.c. UNO on Plan Perforated Shear Wall Similar. No Horizontal Straps Or blocking required. Wall to be sheeted then openings cut and all edges nailed per Schedule. AFPA SDPWS Section 4.3.5.3 H1 H1 -Truss to to late lateral 415 415 Ib ®1.6 LSDTH8 LSDTH8 LSDTH8RJ-6" wall C�D0.5"-12"+ f. outside corner 1690 1220 lb ®1.6 LSDTH8 LSDTH8 LSDTH8RJ-8" wall C�0.5"-12"+ f. outside corner 2230 1610 lb ®1.6 �•....., d� a � �°" ••�'ti� � N: ¢ �:o c� •.,� IS , � � LSDTH8 LSDTH8 LSDTH8RJ-8" wall ®12"+ from corner 3115 2250 lb ®1.6 STHD10 STHD10 STHD10RJ-6" wall C�0.5"-15"+ f. outside corner 2050 1435 lb ®1.6 STHD10 STHD10/STHDI0RJ-8" wall C�0.5"-15"+ f. outside corner 3145 2175 lb ®1.6 STHD10 STHD10/STHD10RJ-8" wall ®15"+ f. outside corner 4755 3400 lb ®1.6 STHD14 STHD14/STHDI4RJ-6" wall C�0.5"-21"+ f. outside corner 3200 2685 lb ®1.6 STHD14 STHD14/STHDI4RJ-8" wall C�0.5"-21"+ f. outside corner 4165 3500 lb ®1.6 STHD14 STHD14 STHDI4RJ-8" wall ®21"+ from corner 5345 3815 lb ®1.6 HDU5 HDU5 w 5/8" SST624 6" Wall Min 5" from Endwall 4470 3325 lb A.B./DF HDU5 HDU5 w/ 5/8" SST624 6" Wall Min 42" from Endwall 5025 3740 lb A.B./DF HDU8 HDU8 w 7 8" SST628 8" Wall Min 5" from Endwall 7615 6395 lb A.B./DF HDU8 HDU8 w 7 8" SST628 8" wall Min 50" from Endwall 7870 7870 lb w-4.5DF o �1 � � � (� 0 � � N � 6� � � � � Q® ST24 ST 6224 to Joist - MST37 w rim 2540 2540 Ib ST36 ST 6236 to joist -MST 48 w/ rim 3695 3695 lb ®1.60 MST60 ®rim 4830 4830 lb ®1.60 ST72 MST72 no rim 6730 6730 lb ®1.60 NOTES: Based on 2018 IBC and Industry Standards assume HF for wood material u.n.o• x1-x wall is sheeted on one side. x2-x is sheeted both sides. Hold-downs are based on 2011 Simpson HemFlr Values UNO. Toenail use ®rim to top plate requires 20% more nails than plate nailing values given ®top plate. Toenails ®G1-7/4 only. Nails to be: 8D 0.131x2.5° 10D 0.148x3" 12D 0.148x3.25 16D 0.135"x3.5° Per AFPA SDPWS H:W ratio 2:1 max for sheetrock walls. All sheetrock wall sections w/H:W ratio of 1.5:1 to be blocked. sheetrock walls not allowed in seismic zone E. Anchor bolts for Hold downs are to be A307 bolts or threaded rod with 2 nuts (jammed). Min. Embedment length to be 12° in the footing. Simpson SSTB bolts can be subsituted per the Catalog call -outs. Rebar is to be within 2" above and to the side of the head of the bolt and Simpson Strap Hold-downs. Gypsum Wall Nailing is for all supporting members &wall to be unblocked unless noted otherwise. All OSB/Plywd walls to be blocked and have Min field nailing ®12° o.c. if panels are over �° thick or stud spacing less than 24" o.c.. *A35 ®top plate only required if Rim Joist is flush with Sheathing or ®interior wall &cannot be toe -nailed. ** 3x Mudsill Required. 3x wall plates are required if sheeting is spliced on the plate. If spliced on rim double rim required for 1 1/2" nail penetration. Note mudsill shear can be different than the wall above, see calculation summary sheet. All walls with shears over 350#/ft require 3x studs or blocking at panel joints. Double studs can be substituted when nailed together at shear wall nailing with 10d nails. All anchor bolt spacing between 350#/ft and 600#/ft has been reduced by 50% to allow use of 2x plate. If 3x plate is used bolt spacing can be doubled in these cases. ALL ANCHOR BOLTS ON SHEAR WALL LINES TO HAVE 3"X3"X0.229" WASHERS 2308.3.1.1, J" From Mudsill edge on side with OSB/Plywood if shear over 200 PLF per SDPWS 4.3.6.4.3.. unless hold-downs provided at wall ends per exception. E TRUSS DIAPHRAM F EXTERIOR STRAP TIE G LATERAL RESTRAINT PANEL "LRP " H BLOCKED WINDOW SHEAR 1 SHEAR WALL TO PERPENDICULAR ROOF TRUSSES ) 1 (EXT. SHEAR WALL ACROSS UPPER FLOOR) 1 TLRP SIMILAR (REF: APA TT-100H) 1 WALL DETAIL ROOF SHEATHING, 10d NAILS TO TRUSSES @ 10" O.C. ROOF TRUSSES (2) ROWS 10d NA S ®6" O.C. 3 4" PLYWOOD / TO OP PLATE 2X6 OR 2X8 BLOCK W/ 12d NAILS @ 6" .C. 2X4 NAILERS ROOF SHEATHING: 24/16 APA RATED SHEATHING WITH 6d COMMON NAILS 6"o.c. AT SUPPORTED PANEL EDGES AND „ 12 o.c. IN FIELD (MIN.) PLYWOOD EDGE `2 - 2 x TOP PLATES NAILING (TYP.) f 2 X MIN. BLOCKING AT PLYWOOD PLYWOOD FIELD UNSUPPORTED NAILING (TYP.) EDGES (SEE SCHEDULE NOTES) III K IV (2) STUDS PER HOLD-DOWN "SIMPSON" MST48 ED s2 ICES ::3 \41 lk TRUSS @ LU NAILED MUDSILL. NAIL MUDSILL PLATE NAILS d DEPARTMENT SHEAR 7 @ i i �a LATERAL ENGINEERING MAIN FLOOR PLAN - Scale VERTICAL STRAP )SITE OF SHEATHING ETAIL G. LATERAL RESTRAINT PANEL LRF 8EAM 6FLICE DETAIL STRUCTURAL NOTATIONS SEE SHEET S1 FOR SHEARWALL SCHEDULE, DETAILS AND ADDITIONAL NOTATIONS I SYMBOLS & LEGEND I HOLD DOWN WITH GALLOUT VERTICAL STRAP WITH CALLOUT STxx _ HORIZONTAL STRAP WITH SIZE DE51GNATION P,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,� SHEAR WALL E OF SHEAR WALL =:r- WALL ABOVE WALL BELOW �Lu W Lu W � y W W H J IL W '*� IL z O O Z x a� o H4-4 a W V a s~ CD a U N 3 N � N 0 W H Pa 00 t o -� oo > W C6 oo � — y O Cn °� m O O o o > y GO s o w W � N c 0 O o 3 3 0 3 oq I--1 A to c c F b 3 0 W w MH W TITLE Ma ]19050.05D JOB NO.: STARTING NO.: F EET 2 EIVED 172022 FEDMONDS RENT SERVICES ARTMENT 10 i i �a LATERAL ENGINEERING UPPER FLOOR PLAN - Scale STRUCTURAL NOTATIONS SEE SHEET S1 FOR SHEARWALL SCHEDULE, DETAILS AND ADDITIONAL NOTATIONS I SYMBOLS & LEGEND I HOLD DOWN WITH GALLOUT VERTICAL STRAP WITH CALLOUT STxx _ HORIZONTAL STRAP WITH SIZE DE51GNATION =:r- WALL ABOVE WALL BELOW o W Lu W � y W W H J IL W '*� IL z O a O Z x a� o H� a W V a s~ CD � a U N 3 N N 0 W H Pa oho t o -� oo > W C6 oo � — y O Cn °� m O O o o > y GO s o w W � N c 0 O o 3 3 0 3 oq I--1 A to c c F b 3 0 W w MH W TITLE Ma ]19050.05D JOB NO.: STARTING NO.: F ET 3 EIVED 172022 FEDMONDS RENT SERVICES ARTMENT