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APPROVED BLD ENG PLN STM_RESUB 2-Full Plan Set+6.8.2021_2.19.26_PM+2238582CODE REQUIREMENTS NOTES IRC R302 Building separation to be greater than 5 feet from property lines with no eaves closer than 3 feet. All roof eaves within 5 feet of property line or fire separation line are required to be 1 hour rated from the underside or alternatively unvented at gable end walls or eaves as excepted in table R302.1 footnotes a & b. IRC R302.7 Under -stair protection. Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with % inch gypsum board. IRC R308.4 Glazing in hazardous locations in doors, within 24 in of doors, close to floors, within 60 in of stairs and less than 60 in above stair landings, near enclosures for tubs, showers, and pool enclosures and less than 60 in above any walkable surface must be approved safety glass. IRC R309 Garage seperated from living space at residence with min. 1/2" type 'x" gwb at all walls and structure. Ceilings below habitable space above require 5/8" type 'x' gwb. Doors connecting to be min 1-3/8" thick solid core or 20 minute fire -rated. IRC R 309.3 Garage floor to be constructed of noncombustible material. IRC 310 Escape and rescue windows to have min 5.7 sq ft net clear open area with max sill ht of 44 in. Minimum clr open width is 20 in and min clear open ht is 24 in. IRC R311.5 Stair min width 36" finished dims with max 7 3/4" rise and min 10" run. 6' 8" min head room required with a graspable handrall between 34-38" and between 1.25" and 2" gripping dimension. IRC R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight ... Handrail ends shall be returned or shall terminate in newel posts or safety terminals. IRC R312 Guard rails req'd for walks 30" above adjacent grade and to be min 36" ht. IRC R314 An 110v interconnected smoke detector with battery back up req'd in all sleeping rooms and outside sleeping areas, and all floors. Alarms must be clearly audible in all bedrooms. Alarms to be installed at highest ceiling in sleeping areas. IRC R315 Carbon monoxide alarms installed outside sleeping areas with fuel fired appliances and/or dwelling units with attached garages. Alarms listed to comply with UL 2034. IRC R330 Exterior doors must have security features including 1/2" minthrow dead bolt or latch, visitor observation port, and operable without key special knowledge or effort. Windows accessible within 10 ft of grade or deck must have locking latch. IRC R502.12, R602.8 Draft stop in all clg and floor assemblies so concealed space does not exceed 1000 sq ft. Fire blocks required at all occupancy seperations at floor levels and minimum 10 foot vertically in walls and at concealed spaces. provid 5/8" type 'x' gwb to protect all stair structure. IRC R807 Attic Access (if required) to be 22 x 30 in min with min 30 in head room at access hatch. Completely seal and weatherstrip access hatch to air and moisture vapor movement per 2015 WSEC. IRC R703.2, R903 Weather protection for all walls and opening to include weather resistant barrier, min 26 ga galv metal flashings at head and sill and appropriate seals and overlaps to allow water to drain out and away from the envelope. Per the 2015 WSEC a complete air and moisture barrier should be constructed continuously at the exterior envelope to protect and enhance the building materials within. WAC 51-13 (formerly Wash State VIAQ code) Habitable rooms must have outside air supply and kitchens, bathrooms, laundry rooms, must be vented mechanically. Fans to be rated Energy Star compliant. IMC 23.44.008.H Exterior lighting shall be shielded & directed away from neighboring properties. CONSTRUCTION REQ'S NOTES Foundations: Ftgs must bear on undisturbed soil a minimum of 12" below finish grade inclusive of deck supports. See structural notes and details for all steel reinforcement and tie details as well as anchorage req's. (min 1/2 in x 10 in anchor bolts with 14 in thick 2 in x 2 in plate washers at 6 ft on center spacing and within 12 in of sill joints. Concrete IRC table R402.2 Soil types IRC table R401.4.1 Assumed 2000 psf bearing unless in ECA or pre site visit requires otherwise. Wood/Earth Seperation: IRC R319.1 Pr tr wood or cedar req'd for wood in contact with concrete or earth. At sill conditions provide closed cell foam sill gasket and sealant to create an effective air barrier and a good capillary break for moisture migration. Wood structural sizes and connections: See Engineering calculations notes and details for specifics of loading and placement to resist gravity and lateral loads. Metal fireplaces and chimneys: IRC R1002 Provide UL or ICC approved prefab. mfr unit installed per mfr instructions and supplied with a min of 6 sq in outside air with seperate exhaust equipped with manual or automatic back draft damper mechanism. ENERGY CODE REQ'S NOTES WSEC R401.3 Mandatory Residential Energy Compliance Certificate complying with this section is required to be completed by the design professional or builder and permanently posted within 3 feet of the electrical panel prior to final inspection. WSEC R402.4.1.2 Air leakage shall not exceed 5 (or lower if WSEC credits selected dictate - see below), air changes per hour and shall be tested as such. A written report of the test results shall be signed by the testing party and provided to the building inspector, prior to call for final inspection. The air leakage test result shall be documented on the form which is available online at http://www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx WSEC R404.1 A minimum of 75 percent of all new permanently installed lamps in lighting fixtures shall be high -efficacy lamps. WSEC R406.2 Energy Credits options to be implemented: AIR LEAKAGE CONTROL & EFFICIENT VENTILATION 2a: Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour max. & all whole house ventilation requirements as determined by section M1507.3 of the IRC shall be met with a high efficiency fan (max 0.35 watts/cfm) not interlocked with the furnace fan. ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. ( HIGH EFFICIENCY HVAC EQUIPMENT 3b: 0 1 ( Air -source heat pump with min HSPF of 9.0 ( To qualify to claim this credit, the building permit drawings shall ( specify the option being selected and shall specify the heating ( equipment type and the min. efficiency. This information will be Cprovided by the mechanical subcontractor at application for the mechanical installation permit. EFFICIENT WATER HEATING 5a: Water heating system shall include one of the following: Gas, water heater with a minimum EF of 0.62 All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less. see table footnote b To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and shall specify the maximum flow rates for all showerheads, kitchen sink faucets, and other lavatory faucets. EFFICIENT WATER HEATING 5c: Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.91 or Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC) Annual Performance of OG-300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and, for for solar water heating systems, the calculation of the minimum energy savings. (VENT./MECH. REQ'S NOTES ProJject Data ( Mechanical Equipment and Ventilation Requirements per IRC ( Chapters Part V - Mechanical chapters 12-23 Summary of Work Specific ventilation requirements are detailed within IRC Chapter C 15 Exhaust Systems and Chapter 16 Duct systems. New SF residence with attached garage in the City of Edmonds, including associated excavation, drainage, CPer M1507.4 Local Exhaust Rates` landscaping, service features, and site work Provide source specific ventilation in each kitchen, bathroom, water closet, laundry and other locations where excess vapor or Address & Legal Description Ccooking odor is produced. The minimum effective ventilation See title Block and Refer to Site Plan and attached legal description capacity for kitchens is 100 cfm if intermittent and 25 cfm if continuous operation. For bathrooms, toilet rooms, laundry ( rooms, and spas, the min EVC is 50 cfm for intermittent and 20 Parcel Number Snohomish County Assessor Parcel Number: 00434211903000 cfm for continuous. Permit and Code Information Each residence (primary & ADU in this case) required to have a Current Permit Submittal: whole house mechanical ventilation system which will be capable demolition, excavation, landscape, (Building permit application for new construction, along with any necessary, p , and of producing the volume of air in Table M1507.3.3(1). If the system is intermittently operated it should be capable of site improvements work. continuous operation and shall have a manual and an automatic Sheet Index Lot A of separation BLA Architectural A 0.1 e cover sheet including project team, symbols key, project data, sheet index, general notes A 0.2 existing site plan, construction site plan, average grade calculation A 0.3 Survey - reference A 1.1 e foundation plan - east home, foundation details, notes A 2.1 e main floor plan - east home, lower floor plan, plan keynotes, plan notes A 2.3e roof plan - east home, roof details, roof notes, attic venting calculation A 3.1 e south - front elevation - east home, west - side elevation, elevation keynotes, typ. construction assemblies A 3.2e north - alley elevation - east home, east - side elevation A 3.3e south -north section a, west east section b, construction assemblies A 4.1 e window and door details, window schedule - east, door schedule - east A 4.2e Energy code information, WSEC prescriptive credits, Heating system sizing, WSEC glazing schedule Civil - Site Improvement Plans - 323 Daley West 1 of 5 Cover Sheet 2 of 5 T.E.S.C. 3 of 5 Site Improvement Plan control and be increased in capacity per the ventilation rate Deferred Permits: f 5 Construction Details ( factors listed in Table M1507.3.3(2). Permits by others for bidder -design by plumbing, mechanical, and electrical prior to start of work from contractor or 5 of 5 Construction betails - 2 0 ( M1507.3.4. Whole House Ventilation Using Exhaust Fans These subcontractor companies. ( homes (primary & ADU) will provide whole house ventilation using ( exhaust fans. The fans shall have the req'd flow rating at .25 in < Applicable Codes Zoning and Land Use ( water gauge and determined according to HVI 916 or AMCA 210. Edmonds Municipal Code and City Construction Codes as amended by the State of Washington Building Code Noise ratings for the fan if located less than 4 ft from the grill must ( i Council (SBCC)and the Edmonds Community Development Code (ECDC) be 1.0 sone or lower measured at 0.1 in water gauge. ( Outdoor air shall be distributed to each habitable room by means City of Edmonds as follows: ( such as individual inlets, separate duct systems, or a forced air Building Code 2015 International Residential Code C� Structural Code 2015 International Building Code &IRC with Washington Amendments system. Doors must be undercut a min of 1/2 in above the finish floor. Outdoor air inlets must meet the requirements of section Fire Code 2015 International Fire Code & NFPA Standards M1507.3.4.4 f Plumbing Code 2015 Uniform Plumbing Code outdoor air inlets`s6all be locafed so as not to take aiffromthe Mechanical Code 2015 International Mechanical Code following areas: Energy Codes 2015 Washington State Energy Code - Residential Provisions 1. Closer than 10 feet from an appliance vent outlet, Electrical Code 2020 National Electrical Code (basis of NEC as adopted by Washington State WAC 296-46B) unless such vent outlet is 3 feet above the outdoor air inlet 2. Where it will pick up objectionable odors, fumes, or Zone -Land Use District flammable vapors IRS 6 3. a hazardous or unsanitary location 4. a room or space having any fuel -burning appliances Occupancies therein 5. closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet Attic, crawl spaces, or -garages Lmin 7. Asphalt roofs unless it is shown that no other location rmissible. In such cases the inlet opening shall be located a of 2 ft from the nearest surface of the asphalt roofing. GARAGE -DWELLING FIRE SEPARATION REQ'S IRC R302.5 Dwelling -garage opening & penetration protection. Openings & penetrations through the walls or clgs separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R 302.5.3. Doors shall be solid wood min 1-3/8" thick or solid or honeycombed steel doors not less than 1-3/8' thick or 20 minute fire rated doors equipped with a self closing device. IRC R302.6 Dwelling -garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. Requirements as follows from the Table: A min of 1/2" GWB from the residence walls & attics A min of 5/8" Type X GWB from habitable rooms above the garage All structures supporting floor/clg assemblies used for separation a min of 1/2" GWB ADU FIRE SEPARATION REQ'S IRC R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and/or floor assemblies having not less than a 1 hour fire -resistance rating when tested in accordance with ASTM E 119 or UL263. Fire -resistance -rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. Exceptions: 1. A fire -resistance rating of % hour shall be permitted in buildings equipped throughout with and automatic sprinkler system installed in accordance with NFPA 13. 2. Wall assemblies need not extend through attic spaces when the ceiling is protected by not less than 5/8-inch Type X gypsum board and an attic draft stop constructed as specified in Section R302.12.1 is provided above and along the wall assembly separating the dwellings. The structural framing supporting the ceiling shall also be protected by not less than 1/2-inch gypsum board or equivalent. R302.3.1 Supporting construction. When floor assemblies are required to be fire -resistance rated by section R302.3, the supporting construction of such assemblies shall have an equal or greater fire -resistance rating. Protect all dwelling unit rated penetrations per section R302.4 R302.5 Dwelling/garage open inglpenetration protection. Openings and penetrations through the walls or ceilings separating the dwelling from the garage shall be accordance with Sections R302.5.1 through R302.5.3 R302.6 Dwelling/garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with section 302.5. Type of Construction Type VB Light wood frame, panel siding system applied over rain screen, slab on grade,engineered wood joists, and manufactured single ply roofing membrane system Fire protection Fire protection per applicable code SRC section R302 with modified 1 hour occupancy separations provided between garage and living spaces per SRC table R302.6. See adjacent notes on ADU Fire separation reqs. Residence square footage summary See sheet A0.1 this sheet Construction Assemblies See sheet A3.1w and A3.1e for Typical and specific envelope and construction assemblies. Symbols Al revision number tag north arrow 4 drawin or detail title grid line b building section A 3.2 designation over sheet number elevation detail tag designation over sheet number detail tag designation over sheet number scale reference 0 2 4 8 16 bar PLAN SYMBOLS KEY: sD Smoke detector with audible alarm interconnected with building 110 v wiring with battery back up. co Carbon monoxide alarm approved & listed as complying with UL 2034 & installed per mfr instructions. © Gas line piping and stub for future appliance HB Hose bib - freeze protected at exterior Energy Star fan suitable for noted capacity vented to outside & including back draft damper & weather flashing shroud. Thermostat control for mechanical heating system Ev Electrical vehicle charging station - provide conduit run to future location of new electrical panel sP Solar power conduit run for future solar panel installation Structural - 323 Daley Street West Residence S-1 Foundation Plan and Details S-2 Framing Plans S-3 Lateral Plans, Shearwall Schedule and Notes S-4 Details S-5 Details General Notes 1. Do not scale drawings. Written dimensions take precedence 2. Drawings have been prepared on an original sheet size of 24" x 36". 3. Horizontal dimensions shown customarily indicate face of (F.O.) concrete, F.O. Masonry, F.O. framing, centerline of gridline as shown. Dimensions only indicate F.O. finish, and F.0 sheathing when specifically noted. 4. Information regarding existing conditions used to prepare these drawings has been provided by others. Contractor to field verify existing conditions prior to commencing construction. Provide written notification to the architect of any discrepancies between existing conditions and the drawings. The Architect will issue a written directive if further clarification is required. 5. Contractor to field verify all dimensions, datum, levels, and conditions pertaining to the work prior to commencing construction. Provide written notification to the architect of any discrepancies with the documents. The Architect will issue a written directive if further clarification is required. 6. These drawings are the exclusive property of Cloward Sustainable Design and have been prepared for use in the execution of the enclosed project. Use or reproduction for any other purpose without the written permission of Brian Cloward Architect is prohibited. 323 Daley East Plan Primary residence main floor 1979 sf lower floor 976 sf residence /iv/ng area 2955 sf MIL - adu at lower floor 511 sf Tota///ving area 3466 sf porch 76 sf covered deck 168 sf Garage 600 sf Project Team Permit Agency: City of Seattle Seattle Department of Construction & Inspections 700 5th Avenue, Suite 2000 PO Box 34019 Seattle, WA 98103-4019 tel. (206) 684-8600 Owner: Dennis Parker - Daley Street Builders, LLC 528 Pine St #1 Edmonds, WA 98020 (425) 359-9189 dparker847@aol.com Consultants: Architecture Cloward Sustainable Design 630 NW 81 st Street Seattle, WA 98117 Brian Cloward (206) 755-0759 e-mail: briancloward@comcast.net General Contractor/Builder See owner above Premier Homes LLC Washington Contractor License # PREMIHL836RE Civil Engineer Litchfield Engineering Keith Litchfield, PE 12840 81 st Avenue NE Kirkland, WA 98034 (425) 821-5038 ka.litchfield@frontier.com Structural Engineer Reed & Associates, PS Civil & Structural Engineering Wendell Reed, PE 19626 76th Ave West - Suite'A' Lynwood, WA 98036-5877 Office (425) 778-2793 Attn: Wendell Reed, PE Coordination by Randall J. Munson Building Design 1621 Central Avenue South Suite 'i' Kent, Washington 98032 phone: (206) 349-4551 e-mail: randalljmunson@gmail.com ,s <z briancloward @comcast.net 630 nw 81st Street Seattle, wa 98117 206.755.0759 revisions Rev Date Description Q 2021-0422 city corrections 1 U ^I U) M O cy M vj��CN W a E(D CY) �0c) a W Q U N U �w M � 3 N U) t cozzt _ L. C (0� (3) O E W U) O v (D 0 sheet contents sheet index, project team, project data, symbols legend, code notes, general notes professional stamp below jurisdiction stamp below permit review A 0-le January 28, 2021 O N LC� LO O l cn t alley existing gravel elev 56.75 Existing N prop line 126.3q� - 58 elev 58.25 e v 59.7 56 New of 6 xisting garage 5' corner lot rear setback New LOt A Lot 34 & 3 -defined existing garage tome - - - � Lot 30, 31 & 32 -defined in separation BLA demolished - salvage / remove exist) g fruit trees roots & � � I in separation BLA materials as possible and / stumps chi available limbs and per city & state legal \ I mulch along roperty line at alley I requirements\ / 60 U - N IN Cz >, I LO N U ~ � Lo Cn / \ Ca � N N I O � I existing lot line becomes separation lot line boundary I remov \ & salvage / con rete steps I / elec meter / I / Z L Z� > > Mo Q �o U � X N � � location 323 Daley St existing ho a to be demolished - salvage materials s possible and per city & state / / legal requirements - - / - elec oh service 7'-81 /2" J � 20' st eet setback remove & salva 20' street setba hcae ec ric utility to end service prior concrete walk to demo - schedule & set temporary (power for future new construction Iprotect, stub, &cap following approved requirements / I / existing sanitary o sewer line I *ify existing h2o service line location N protect, stub, & cap per demo reqs. I I Exist' ovicfinn rnnrroio 1niollr existing curb pavement edge I I I Daly St existing paving 60' row existing site Dlan - demo and clearing plan S IS SS Scale: 1" = 10' N gas West - Lot B - Coverage: ECDC East - Lot A - Coverage: ECDC ALLOWED: R-6 = 35% of the lot area ALLOWED: R-6 = 35% of the lot area LOT AREA per Survey = 6600 SF LOT AREA per Survey = 7080 SF CALC: = 6600 x .35 = 2310 sf TOTAL ALLOWED CALC: = 7080 x .35 = 2478 sf TOTAL ALLOWED TOTAL COVERAGE CALC (house, covered decks, & porches): TOTAL COVERAGE CALC (house, covered decks, & porches): LOT COVERAGE AREA - New House, garage & covered LOT COVERAGE AREA - New House, garage & covered decks/porches = 2096 SF < 2310 = 31.8% decks/porches = 2365 SF < 2478 = 33.4% lot coverage calculations alley existing grave East - Lot A - Avg Grade Calculation 58.5 59.75 60.25 58.25 236.75 = 59.1875 avg grade West - Lot B - Avg rade Calculation 57.0 58.5 57.75 57.75 231.0 = 57.75 avg grade 3 a e a e `rade calculations b r i a n c I o w a r d @comcast.net 630 nw 81 st Street Seattle, wa 98117 206.755.0759 revisions Rev Date Description 2021-0422 city corrections istln N ro Ilne C2 - com utilities -------- ---- J elev 56.75 g p p �lev25 59J J 56 New west lot N pr p line 6 . ' New east lot N prop I'r e 66.34' drive _ New Lot B 12' 517lot re t I $ New Lot A / Uj c� of 34 & 33 - defined el 58.15 � garage doors 159. 5 Lot 30, 31 & 32 -defined �V � � in separation BLA 7 ad parking I in separation BLA !� M min8.5'x16' 1 O �--' o to 15' rear setback min in p rk n U I 60(� N 8 x 1 ICU 00 � N N I � i W v I o C>. N W C6 -a a) ' �/resCn I elec meter lo el 57.0 cation I Q)N�M QU> OaoUy M a garaged ors b .5 > - z I Lf'� ' U :9 W > i 0 1 o� > sz o ' 1.terrace \ I „ �� M� Q �o \ Cn X V LU CU N to I O X Cll / N (U ICU I O U) \ O U �A N elec meter �' Cn location -r � 0 U U / ccoo CU / sheet contents 323 Da ey St proposed home west *elev main fir 65.25 elev to r fl 55.82+ 57. 5 L' - I 20' stree setback el 59.0 n�ortion of e s s more than 30 inches above rad in walk se&ack allowed pS 1� new 5' drainage esmt - to Lot A - se ivil plans 10' sno pud esmt ev 47.75 58_ T Cn -a CU c. N :E 323 a y St cc CID 5 pro sed home\east a u lev main fir 66. a :o enry elev lower fir 56.57 �o rima entry V) \ S D I J III west I t S prop lin 0.0' existing concrete alk / I&A D D el 60 20' street setback walk I Ino portion of entry steps more 0 SD �owgrade in SID front setback allowed per ECDC 16.20.040.0 I 60 _ flew east lot S prop line 48.74 i pew nzoo existing No \meter Z? meter existing rb pave nit edge SD SD ST SD SD U ------- L -I - - - - - --- - - - - - - Daley St �� existing paving SS 60' row Owner: Dennis Parker - Daley Street Builders, LLC LEGAL DESCRIPTION: CITY OF EDMONDS BLK 119 D-00 - LOT 30 LESS ST & LOTS 31-32-33-34 Snohomish County Assessor Parcel Number: 00434211903000 construction site plan See Reference survey sheet A0.3 for existing site conditions and elevations & see civil plans to coordinate all utilities cn U) elec oh rvice construction site plan / existing site plan / legal description / average grade calculation proposed home footprint dimensions / professional stamp below SD SS 2.0+ n drain cover rim elev 62.93 Datum reference --civil-survey NORTH scale bar Scale: 1" = 10' 0 5 10 20 jurisdiction stamp below permit review A 0.2 January 28, 2021 o '-- LEGAL DESCRIPTION LOTS 31, 32, 33 AND 34, AND ALL THAT PORTION OF LOT 30 LYING ON WEST SIDE OF FOURTH STREET AS EXTENDED, ALL IN BLOCK 119, THE CITY OF EDMONDS, SNOHOMISH COUNTY, WA, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SAID COUNTY, SITUATE IN THE COUNT OF SNOHOMISH, STATE OF WASHINGTON. SURVEYOR'S NOTES 1. THE PURPOSE OF THIS SURVEY IS TO DETERMINE THE LOCATION OF THE BOUNDARIES AND PROVIDE TOPOGRAPHIC INFORMATION OF THE PARCEL AS DESCRIBED HEREON. 2. THIS SURVEY WAS MADE BY FIELD TRAVERSE USING A LEICA 1203 3" ROBOTIC TOTAL STATION AND GSI4RTK GPS WITH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC 332-130. - 3. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT Of LAW. 4. THE LEGAL DESCRIPTION IS PER RECORDS OF SNOHOMISH COUNTY AUDITOR'S OFFICE, RECORDING NO. 200802290945, DATED FEBRUARY 29, 2008. 5. FIELD WORK FOR THIS PROJECT WAS PERFORMED IN OCTOBER, 2020 AND IS THEREFORE A REFLECTION OF THE CONDITIONS AT THAT TIME. ALL MONUMENTS WERE VISITED OR SET IN OCTOBER, 2020. THIS SITE CONTAINS IMPROVEMENTS NOT LOCATED OR SHOWN AS A PART OF THIS SURVEY. 6. THIS SURVEY DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY. 7. OVERHEAD UTILITY LINES SHOWN ON THIS MAP ARE INTENDED TO SHOW THE DIRECTION OF THE OVERHEAD UTILITY LINES ONLY AND DO NOT REPRESENT THE ACTUAL WIDTH, NUMBER OR LOCATION OF LINES) ON THE UTILITY POLES. HORIZONTAL DATUM NAD 1983(2011); PER RTK GPS TIES AND THE WASHINGTON STATE REFERENCE NETWORK (WSRN). UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. VERTICAL DATUM NAVD 1988 PER RTK GPS TIES AND THE WASHINGTON STATE REFERENCE NETWORK (WSRN). UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. REFERENCE SURVEYS R1) THE PLAT OF THE CITY OF EDMONDS, SNOHOMISH COUNTY, WA, RECORDED IN VOLUME 2 OF PLATS, PAGE 39 R2) RECORD OF SURVEY, RECORDING NO. 201112215004 R3) RECORD OF SURVEY, RECORDING NO, 9104255001 R4) RECORD OF SURVEY, RECORDING NO. 200708305220 R5) STATUTORY WARRANTY DEED, RECORDING NO. 200211200190 R6) SUPERIOR COURT DECREE NO. 10928 RECORDS OF SNOHOMISH COUNTY AUDITOR'S OFFICE LEGEND SET REBAR & CAP EMW LS #44651 0 FOUND REBAR & CAP (AS SHOWN) FOUND CASED MONUMENT (AS SHOWN) FOUND BRASS DISK (AS SHOWN) l,PMTJ , POWER METER -� POWER POLE POWER POLE W/LIGHT, TRANSFORMER & DROP SIGN STORM DRAIN MANHOLE rs, SEWER MANHOLE \coy SEWER CLEANOUT WATER METER Q WATER VALVE FRUIT TREE (R) DISTANCE PER REFERENCE (M) DISTANCE AS MEASURED (C) DISTANCE AS CALCULATED LS LICENSED LAND SURVEYOR F.F. FINISHED FLOOR HOGWIRE FENCE WOOD FENCE OVERHEAD UTILITY LINE -- a----a----0----0------o----o--- STORM DRAIN LINE --5---- 5---- 5---- 5---- 5---- 5---- 5---- 5--- SEWER LINE --w----w---- w---- w----w---- 'w----W----W--- APPROXIMATE WATER LINE NOTE: THE EXISTING [UTILITIES AS SHOWN ARE ONLY APPROXIMATE AND ARE BASED ON THE BEST AVAILABLE INFORMATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE SIZE, TYPE, LOCATION, ANC] DEPTH OF ALL EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION, AND INFORM THE DESIGN ENGINEER OF ANY DISCREPANCIES. Call Before You Dig 1-800--424---5555 I c C� V OP 235.65'(C) 235.69'(R2) FOUND CASED TACK IN 3/4" __ IRON PIPE STORM DRAIN MANHOLE RIM EL=52.93' (S) 10" CONC. I.E.=58.35' (W) 12" CONC. I.E.=58.31' (Z STORM DRAIN MANHOLE RIM EL=51.56' (E) 12" CONC. I.E.=48.88' (SW) 12" CONC. I.E.=47.06' (NE) 12" CONC. I.E.=47.01' Wig 5V4:�G�1�:T�I��11:T*�T:1>�� Q SEWER MANHOLE RIM EL=63.10' (N) 8" PVC I.E.=52.91' (E) 10" CONC. I.E.=52.19' (W) 10" CONC. I.E.=52.10' ® SEWER MANHOLE RIM EL=51.81' (E) 10" CONC. I.E.=45.67' (SW) 12" CLAY I.E.=45.63' (N) 10" CONC. I.E.=46.83' TnDnr.12ADU1P- Q11D11CV --_----- — — — — 7 /Q 0 .N� FOUND CASED TACK IN 3/4" IRON PIPE 11 I FOUND 2 1/2" BRASS DISK ON I I I 1 SURFACE J JJ r +n r �1 �J J rJ Ir 0 I� � � a 0 lzic � N w N !n CD la V) FOUND 3" BRASS DISK 5.00' ON SURFACE GRAPHIC SCALE 0 5 10 20 1 " = 10 FEET ri 0 0 W � ooczi a s ivi.►iaiiiw.a►...... ..�� 0 0 Q) i 0 C) oo V 1 rn w o ❑ 0 0 z L N 0 J V LU Q a- x N N o ai aU it U� L 0 TYP EXT WALL CONST P.T. SILL PLATE WITH CC FOAM SILL SEALED TO CONIC AB ATTACH PER STRUCTURAL FINISHED CONIC OR PAVERS SLOPE AWAY FROM BUILDING d d ° d Q ° d' d. L N BUCKOUT AT DOOR LOCATIONS STEM WALL & SLABS TYP EXT WALL CONST PER STIR ENGR SLOPE P.T. SILL PLATE PER TYP. FLOOR ANCHOR PER STIR °°II ASSEMBLY ENGR 2 a. co a ° ,,75 \,,\ . FIN GRADE SLOPE , AWAY FROM BUILDING /�\\%\��\%\i� MAX 4' 6" UNBALANCED FILL PER STRUCT ENGR - — — 4" TIGHT LINE TO APPROVED ° 4" TIGHT LINE DS DRAIN i i —i i i—III—III—I I 1(- SLOPE TO APPROVED III—=1=11I 1= I' SYSTEM = III —I III III—� III=1 I1=1 I —I I —I I 1=1 11- SYSTEM PROVIDE EXPANSION „III Ili ; l ;III I P FELT AT&REQ - I11=1I1=1I1=1 =1I I -I i FOOTING DRAIN �I IIIIII;III;III; -III 'D FOOTING DRAIN TYP THERMAL BREAL AT TYP. COVER WITH COVER WITH GRAVEL & SLAB PERIMETER GRAVEL AND FILTER FILTER FABRIC FOUNDATION FTGS FABRIC PER STIR ENGR �F�NDT�NSL�ABA�TLIV�ING CONIC SLAB UNHEATED r,�_FOUNDATION AT GRADE GARAGE 3/4" = 1'-0° TYP POST BRG/SHEAR WALL PER ENGR P.T. SILL PLATE PER SEE STRUCTURAL DETAIL STRUCTURAL S FOR AB SPACING PROVIDE SILL GASKET BASE TRIM 2 #4 STEEL REBAR MIN 3" CONIC COVER PROVIDE SLAB SEALER AFTER CURE TYP. SLAB FLOOR ASSEMBLY 11 a ° 00 C d d PER FOUNDATION PLAN THICKENED SLAB AT POST OR BRG/SHEAR WALLS MODIFIED 1 HOUR WALL CONST P.T. SILL PLATE PER STRUCTURAL d d ° alY d Q °. FINISHED CONIC.\\�\\/\ d SLOPE DOWN TOWARD OH DOOR ROVIDE EXPANSION-', --ELT AT PERIMETER ,��\,�� \// d d CC FOAM SILL GASKET TYP EXT WALL SEAL TO CONCRETE CONST-UNHEATED STEM WALL & SLAB P.T. MUD SILL PLATE BUCKOUT AT PER STRUCT. ENG. PER STRUCTURAL DOOR LOCATIONS TYP. FLOOR ASSEMBLY FINISHED GRADE OR STEM WALL & SLAB CONIC AT DRIVE - PER STRUCTURAL & °. d SLOPE AWAY FROM IRC BUILDING z II PROVIDE EXPANSION 4" TIGHT LINE SLOPE FELT AT PERIMETER TO APPROVED SYSTEM = I-1I -I I II I� PROVIDE EXPANSION -III-11I-1I FOUNDATION DRAIN III=1=1=1=1 =1 FELT AT PERIMETER o FOUNDATION PER IRC FILTER WRAP &BED SEE STIR ENGR IN GRAVEL FOUNDATION PER IRC & STRUCTURAL ENGR. �� FOUNDATION AT GARAGE 3/4" = 1'-0" \ / 3/4" CC FOAM SILL GASKET SEAL TO CONC. BUCKOUT AT DOOR LOCATIONS TYP EXT WALL TYP. BSMT WALL CONST BLOCKING AS REQ'D ASSEMBLY P.T. SILL PLATE PER FOR GWB - INSUL & SEAL AT RIM STEM WALL & SLABS STRUCTURAL z II PER STRUCT. ENG. TYP. BSMT WALL VERIFY STEM WALL FINISHED GRADE ASSEMBLY HT. WITH BLDR/ARCH SLOPE AWAY FROM j\\j� j\\ ,�z�\ d STEM WALL & SLAB BUILDING �� ° PER STRUCT. ENG. ° d CC FOAM SILL GASKET SEAL TO CONIC \\i\\ii� a � A TYP. FLOOR ASSEMBLY .2 o 4" TIGHT LINE SLOPE TO APPROVED SYSTEM \��//Y) LTYP. I NT (HEATED) /,� _ _ �'llI SOG FLOOR FOOTING DRAIN a —� III=1 I I —III —III —III— I=�� ASSEMBLY I I —I I1=1 I1-1 I I- 4 GRAVEL OVER —III—III—III=III=III 1- TYP. COVER WITH III —I -"' COMPACT GRAN FILL ( I.— GRAVEL AND FILTER =I I I=I II=11=11�— 1=III- PROVIDE EXPANSION FOUNDATION PER FABRIC �I�,III,,IIi,,lll,;,lll,;,lll„—,_1- FELT AT PERIMETER IRC &STR ENGR FOUNDATION SEE STRUCTURAL FOUNDATION STEM STEP DOWN AT GARAGE/LIVING r��FUNDATION RETAINING -LOWER FLOOR 3/4" = 1'-0" 3/4" = 1'-0° POST PER PLAN & ENGR POST BASE PER PLAN & STIR ENGR DETAILS BASE TRIM - PER BLDR PROVIDE SLAB SEALER AFTER CURE SLOPE GRADE OR SLAB AWAY AS APPLICABLE � P d ° d ° Q d d ° Q 3/4" = 1'-0° IF APPLICABLE EXT TRIM PER PLAN & ELEVS PROVIDE WRB GASKET WRAP POST BOTTOM STEEL REBAR EA WAY PER STIR ENGR AT NEW FTGS POUR FTG TO BE MIN 12" BELOW FINISH GRADE -AT-EXTERIOR POSTS PER FOUNDATION PLAN NEW POST FTG AT EXTERIOR, CRAWL, GARAGE 3/4" = 1'-0" GENERAL NOTES: 1. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2. THE MINIMUM DEPTH OF EMBEDMENT FOR ALL FOOTINGS SHALL BE 18 INCHES. 3. STEP FOUNDATION PER SITE CONDITIONS..VERIFY STEP LOCATIONS W/ BUILDER 4. ALL FOOTINGS TO REST ON FIRM UNDISTURBED EARTH ASSUMED MIN. 2000 PSF BRG. (REFER TO SOIL REPORT WHEN REQUIRED.) 5. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO EARTH OR WEATHER TO BE PRESSURE TREATED. 6. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 7. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. 8. PROVIDE DBL. JSTS. OR BLOCKING AT PARTITIONS ABOVE. 9. IF APPLICABLE F.V.: 16" X 8" FOUNDATION VENT WITH 1/4" CORROSION RESISTANT WIRE MESH AS REQ'D. PER CODE. 10. CRAWL SPACE: PROVIDE 18" MIN. CRAWL SPACE BELOW JOISTS, 12" MINIMUM CLEAR BELOW BEAMS. GROUND TO BE COVERED WITH 6-MIL BLACK POLY. VAPOR BARRIER LAPPED 12" AT SEAMS AND UP FOUNDATION WALL TO SILL PLATE TYP. 11. ALL FRAMING AT VENEER LOCATIONS TO BE 4 112" FROM FRONT OF FOUNDATION. HOLD SILL TO INSIDE. 12. MIN. 1 112" CLEARANCE TO CONCRETE AT BEAM ENDS. 13. PROVIDE CONTROL JOINTS AND WIRE OR REBAR REINFORCEMENT FOR SLABS ON GRADE, PROVIDE INSUL &THERMAL BREAK AT EDGE 0 ti 0 zo 0 CV a 11'-6" 24'-0" 2'-101 11 81 -311 11-911 8'-31' 2-10l,2111 ----------T==T__ garage door door buck out verify rough 2 opening with mfr and builder prior to pour I A1.1 I I I I I I I I I I I I I I I I I I I I I I 1 3 3 I A1.1 A1.1 conc sog landing I LO co�c sog landing >1 a� 0- 0f �I terrace pavers (prepare sub surface per mfr specs co I and details - for conc -level and compact granular fill over compact earth a) CD U 1� conc sog @ garage min. 4 in. conc. slab over 10 mil poly vapor barrier lap 12 in min at seams , run up & seal at walls over 4 in. granular fill over compact earth slope slab to drain at overhead door min % inch per foot I I 3'-1SM 1 I L -1 _ — — — — — — — — — — — — — I I L — in 24"-wide r-10 rigid 1 ition at new living I below slab provide break, insul. at edge I ti concrete slab on grade @ living 1 min. 4 in. conc. slab over 10 mil poly vapor barrier lap 12 in min at seams, run u & seal at walls over 4 in cLD O U E Q a, 0 0 o � a� 0OD-0l 0 = I C -0 caC U3 .�\ cn�1 CD -8l .3:C CID � o CIO m mi fou n-dat+o"la-ft see structural sheets for shear wall requirements, to beginning construction granular fill over compact earth Mall min 24" wide r-10 rigid insulation at new living pace, below slab provide ;rmal break, insul. at edge 12'-34" 12'-10%" install min 24" wide r-10 insulation at new livir space, below slab pro\ thermal break, insul. at I I �7 r7 A1.1 rl concrete s a o - - grade @ living 00 I I min. 4 in. conc. slab over 10 mil poly I vapor barrier lap 12 in min at seams, 1 1 1 run up & seal at walls over 4 in. ti I I j granular fill over compact earth I I 1 1 I I I I I I III �, 1111I I I I I III = I I I0 I L L 3'-10" 4'-3" 1'-7%" 13'-9%" install min 24" wide r-10 insulation at new livini space, below slab prov thermal break, insul. at e I I I I I i I I I I F_ I I s <z briancloward @comcast.net 630 nw 81st Street Seattle, wa 98117 206.755.0759 revisions Rev Date Description Q 2021-0422 city corrections 1 U 50 N U) co O Cy M �A-0 C%4 W a O a W Q U �o 0 N U �w M � 3 CV U) t M (3) O E w C713 U) -1 rn O N v (D 0 sheet content' / o -0 20'-0" 2'4 —12 North )Its-� fouada ' o bu-he" sftptate with 31n_x 3trx r� n stEpl washers-- --SEEK ping details, review for specific connection requirements. and assumptions prior scale: 1/4" = 1'-0" 0 1 2 4 8 foundation plan foundation details general notes professional stamp below jurisdiction stamp below permit review e January 28, 2021 1 0 N N 41 a A 3.2 7'-6" 24'-0" _ drive_ eE COnC eE — — Plan 0 _ O O Keynotes stair handrail & guard not less than 34 in. & not more than 38 in. with max. 2" graspable top per src section 311.7.8 & railing portion with max 4" openings per src sec 312.1.3 guard rails shall be installed per src section 312 & be not less than 36 in. in height with max 4" openings per src 312.1.3 min 50 cfm spot ventilation fan, vent to outside - provide 1 damper & terminate with min 26 ga ptd mtl. vent shroud gm (2) 8-0 x 7Toli age doors FF3'-3'-0"8'-0" ® range hood - min. 100 cfm, vent to outside - provide damper & 8'-0" 3'-0" terminate with min 26 ga ptd mtl. vent shroud 13 I 0 whole house fan vtos - provide damper & terminate with min 26 ga ptd mtl. vent shroud - flash & weather seal verify location o ©dryer vent to outside - terminate with removable screen min 26 ptd metal vent shroud - flash & weatherseal - provide makeup a 1 0 thermostat and hvac control per wsec 503.8.3.1 - verify type & rages g]aT" /� ^ location with owner/bldr. and mechanical design subcontractor U rain 3 i" finish clearance width at all we iocatiuiis co c O protect walls at bath/shwr with cementitious or fiber matt Ibackerboard - seal and tape to prevent water intrusion 10 main house h2o shut off valve verify location with bldr. & utility A .2 0 ti 0 zo 0 0 I11 water line sleeve at fndtn. verify shut off location on site at meter N 0 — — — — 12 electrical meter & panels - verifv exact service location on site Engineer Beam & hdr specs q 3 gas meter and line - verify service on site - coord civil - provide hdr = 4x8 DF #2 or better - pr tr HF #2 � 34 I N shut off accessible to all dwelling units 4x DF #2 or better >11 0 electric panel 14 locate tp & towel bar fixture backing - verify with owner/bldr. 2x HF #2 or better LVL 1.8E 2600 Fb access req'd for I 12 15 mech controls & elements to be min 18" aff - verify on site psi - 2.0E adu & primary at 12'-0" all times 16 washing machine drain & water supply box glu lam bm 24f - V4 W-steel A992-50 17 sink, fixture, & drain I up 18 kitchen sink, fixture, & drain 34 — 19 bath room lavatory sink(s), fixture, & drain min pr tr 2x12 20 shower wp pan & drain, tempered safety glass enclosure & - ledger/rim - see 6 22 2 1 door - verify type and configuration with owner/bldr. ca II structural dryer ash r 23 2-6 21 tub & shower- verify type & Installation reqs. with owner/bldr 001 oI B o I h2o shutoff 22 12 in. deep mfr. upper cabinets verify ht with owner/bldr �, aun/mech o Iaccess req'd or tile ,28 I adu & primay 23 36 in ht. counter over mfr. base cabs b �i 3 0 wh 24 full height gear storage cabinets - options for bike storage hangers terrace I - 1 29 25 full height pantry shelves, mfr. system verify depth &hardware pavers I 25 22 23 26 closet cabinet system include rod & shelf - bldr spec co adjustable shelving - closet system mfr. bldr spec o I 0 o store dopair do i nor looring 7� 0 28 high eff. water heater, brace for seismic- bldr spec model I I min pr tr 2x12 - 29 high off. elec heat system per mech - bldr spec model edger/rim - see I bed 4 new ventless gas or electric fireplace install per mfr. spec. -verify 35 structural _ _ xt wall above 25 flooring 0 30 frame dims soaking tub on fir - verify finish material with owner/bldr. protect 7-0 sldg gl dr ec 31 floor & nearby walls with cementitious or fiber matt backerboard 6'-11%" 4'-3%" 3'-8%" - seal and tape to prevent water intrusion Opair)2-4 � 32 mtl overhead engr. mfr. trellis roof system, install per mfr. 38 o ti drawings, specs. & details - flash with 26 ga. ptd. metal flashing 26 sD O N 33 Laundry sink, fixture, & drain - verify spec with owner/bldr. 2-6 modified 1 hour separation wall per irc section 302.5 at 34 openings, irc 302.6 for walls & floors, and irc 302.7 at stairs 38 2.6 see table r302.6 Dwelling -garage separation family room 19 35 ext. door frame seal at all gaps, threshold, jambs and head - flooring I 23 � provide slope & water stop at ext threshold 36 2-6 G dishwasher - install per mfr. specs provide drain & water supply _ 27 bath 37 downspout - verify clr drain - drain to approved system WIC the sD 14 38 furred int wall as noted on remodel elevs & section 27 3 8 A-o 39 cantilever counter - brace as req'd for material 0 media cabs? 5 I 0 doors & ceiling see notes sheet A 0.1 40 adu separation wall, g - 27 r4. up 26 21 o and detail on sheet A4.1 N 0 - �' pair 2-4 PLAN NOTES: 40 1 7 Co 1. HEADERS AT EXTERIOR TO BE INSUL PER 2015 WSEC UNLESS NOTED OTHERWISE w1 I ALL WINDOWS AND FRAME TYPES TO COMPLY WITH 2O15 WSEC PROVIDE INSUL 4. SEAL AND COMPLETE AIR AND MOISTURE BARRIER AT PERIMETER, PROVIDE 26 GA 2-6 SD / PTD METAL HEAD AND SILL FLASHING -SLOPE SILL PANS/THRESHOLDS TO DRAIN TO adu living/dining CD bed 3 o EXT. o N O flooring o c �, 2. FRAMERS TO VERIFY ALL ROs WITH BUILDER & MFR PRIOR TO FRAMING START �, g wh flooring 0 o �c L U C Ca M En -C. coco a� U) �0 co o 40 3. ® DENOTES SOLID POSTING TO CONCENTRATED LOADS ABOVE Q4. entire adu J - 4. COORDINATE AND REVIEW ARCH AND ENG DETAILS FOR CONNECTIONS & main 26 - 1 CONSISTENCY, CONSULT ARCH OR BUILDER FOR CONFLICTS OR QUESTIONS living area 9 3-0 lockable w1 5. ALL PLUMBING FIXTURES TO MEET EPA WATERSENSE CERTIFICATION WHERE coats_ fire door access i 4• APPLICABLE 206 sf L 6. CEMENT BOARD OR MATERIAL OF EQUIVALENT WATER RESISTANCE REQUIRED AT ad U 40 ac 6 _ 40 / ALL TUB AND SHOWER DECKS AND ENCLOSURES (MIN 70 IN ABOVE TUB INLETS) - I C wash ry a A 3.2 8'-0" 24'-0" 1 4'-9" 9'-3" 48x54 / E 9 shwr (3 1 ® O 20 vaulted owner's bed o dwd vaulted 19 owner's bath 23 FL the 19 Orhole house F min 75 cfm 5 ° req'd - cont ---- sD 2-4 - - 3 8 ti q 2-6 14 A-o N ]deck 2-6 272doo3-0 ore Slttlnl� 26 �, hdwd WIC 1 35 27 carpet 26 11 do 2-8 garage stair up 3r open to below 4'-0" 4'-0" SD _ 1 2 2 3 4 5 6 0 0 do 126' ht hal w II O '� — eF 35 � Covered deck 1 2-8 solid mfr wp membrane ore - fir cubbies 27 25 I up 3r ailing hall mud/pantry B 0 h wd the O (3) 3- x8-0 panorama door tec _ M cent r coats 26 3-0 N — — 27 O 35 eD 22 22 N23 \ 16'-0" 4' 0" 12'-0" \ B-o Fr s or electric great room I I g fireplace hdwd 30 \ O 7 23 22 kitchen o hdwd r nge os � 23 22 ref SD pair 2-6 r co railing I !SD;! Stu hdw 27 pair 2-6 5 entry �adU h<�I I 's�� 3.0 �� 16 26 pair 2-6 INSURE COMPLETE AIR AND INSUL AT CONCEALED SPACES, SEAL FOR WATER eA bifold 5 whole hous PENETRATION PRIOR TO INSTALLATION OF FINISH SURFACE, & CHECK FOR LEVEL 2-6 27 T CO min 30 cfm AND SQUARE FRAME -0 store dr adu kitchen 2 2-6 7. ALL ELEMENTS AND SWITHCHES FOR FURNACE AND WATER HTR MIN 18 IN ABOVE a u 2-4 / flooring 25 23 SD FLOOR AND PROVIDE PROTECTED INSUL AT BASE - W entry 0 8. DRAWING SHOWS 2X6 EXT FRAME WITH ADVANCED FRAME ENERGY TRUSSES AT y A"O phdwd e dwd ' o adu - ROOF, FRAMER TO VERIFY ACTUAL HEEL HT TO ALIGN GUTTERS AS NEEDED 14 � 3 �23 18 bath 9. FRAMER TO COMPENSATE FOR DIMENSIONAL ADJUSTMENTS FOR 2X4 WALLS TO 23 ref 22 range the adu bed ALIGN WITH 2X6 WALLS 3 flooring / 10. PROVIDE MIN 31" FINISH DIMS AT ALL WATER CLOSET LOCATIONS 8 14 11. PROVIDE FIRE STOPS AND BLOCKING PER 2015 SEATTLE RESIDENTIAL CODES - 11 o I 0 zo 114-Ox8-0 35 11 pivot door / \ 0 eB porch X � conc � do 15r ;ch n r 27 living hdwd \ 0 CV ::,- ,s Cz briancloward @comcast.net 630 nw 81 st Street Seattle, wa 98117 206.755.0759 revisions Rev Date Description 2021-0422 city corrections U J J O co co }� O a (VWCD 00 U a o M 3 co N O E L -0 (� W o -U) ti 0 v � sheet contents main floor plan lower floor plan Sq. footage summary Plan keynotes Plan notes professional stamp below jurisdiction stamp below permit review 2'-0" - 20'-0" 2'-0" 36'-0" lo A 2■ 1 e 2 lower floor 1 main floor la - east me January 28, 2021 see structural sheets for shear wall requirements, holdown & strapping details, review for specific connection requirements. and assumptions prior Scale: 1/4" = 1'-0° see structural sheets for shear wall requirements, holdown & strapping details, review for specific con n iofl1rA4rements. and assumptions prior o , 2 a s to beginning construction to beginning construction porch above O / 13'-8" 2'-0" 12-0 20'-0" 2'-0" 36'-0" INSUL BAFFLE REQ'D IN ROOF VENTING ROOF PITCH PER PLAN TYP. ROOF ASSEMBLY MAINTAIN MIN 1" CLEAR IF REQ'D LOOK OUTS PER STRUCT. FOR AIR CIRCULATION. EXTEND ROOFING 1/2" BEYOND ENERGY HEEL TRUSSES RAKE & GABLE TRIM. TYP. VENT AT EAVE PER ROOF PLAN & VENT NOTE - ONLY 24 GA. METAL FLASHING IF OH > 5 FT FROM PROP LINE - IF LESS USE IN ROOF WITH DRIP EDGE TYP. VENT > 5 FT PTD. 2X BARGE BOARD IF WITHIN 5 FT OF PROPERTY LINE PROTECT COORD. WITH STRUCT. EAVES WITH 1 HR RATED OVERHANG OR RUN SOLID CLG LINE AT VAULT IF EAVE WITHIN 5' OF BLOCKING TO ROOF SHEATHING TYP ROOF ASSEMBLY PROPERTY LINE NO ROOF PROVIDE METAL VENTING ALLOWED PTD. 2X8 FASCIA AND 26 CLIPS PER ENGINEER PROVIDE COMPLETE AIR & GA PTD METAL GUTTER, OVERHANG NOTES & PLANS MOSITURE SEAL AT CLG, ATTACH SECURELY AND PER ROOF PLATE, AND TRUSS CHORD PROVIDE DS AT PLAN LOCATIONS SHOWN TYP EXT WALL PLANS & ELEVS CONSTRUCTION TYP. WALL ASSEMBLY TYP. EAVE DETAIL 3/4" = 1'-0" 4 TYPICAL BARGE AT RAKE 5 PLAN NOTES: 1. HEADERS AT EXTERIOR TO BE INSUL PER 2015 WSEC UNLESS NOTED OTHERWISE ALL WINDOWS AND FRAME TYPES TO COMPLY WITH 2O15 WSEC PROVIDE INSUL SEAL AND COMPLETE AIR AND MOISTURE BARRIER AT PERIMETER, PROVIDE 26 GA PTD METAL HEAD AND SILL FLASHING -SLOPE SILL PANS/THRESHOLDS TO DRAIN TO EXT. 2. FRAMERS TO VERIFY ALL ROs WITH BUILDER & MFR PRIOR TO FRAMING START 3. ❑ DENOTES SOLID POSTING TO CONCENTRATED LOADS ABOVE 4. COORDINATE AND REVIEW ARCH AND ENG DETAILS FOR CONNECTIONS & CONSISTENCY, CONSULT ARCH OR BUILDER FOR CONFLICTS OR QUESTIONS 5. ALL PLUMBING FIXTURES TO MEET EPA WATERSENSE CERTIFICATION WHERE APPLICABLE 6. CEMENT BOARD OR MATERIAL OF EQUIVALENT WATER RESISTANCE REQUIRED AT ALL TUB AND SHOWER DECKS AND ENCLOSURES (MIN 70 IN ABOVE TUB INLETS) INSURE COMPLETE AIR AND INSUL AT CONCEALED SPACES, SEAL FOR WATER PENETRATION PRIOR TO INSTALLATION OF FINISH SURFACE, & CHECK FOR LEVEL AND SQUARE FRAME 7. ALL ELEMENTS AND SWITHCHES FOR FURNACE AND WATER HTR MIN 18 IN ABOVE FLOOR AND PROVIDE PROTECTED INSUL AT BASE 8. DRAWING SHOWS 2X6 EXT FRAME WITH ADVANCED FRAME ENERGY TRUSSES AT ROOF, FRAMER TO VERIFY ACTUAL HEEL HT TO ALIGN GUTTERS AS NEEDED 9. FRAMER TO COMPENSATE FOR DIMENSIONAL ADJUSTMENTS FOR 2X4 WALLS TO ALIGN WITH 2X6 WALLS 10. PROVIDE MIN 31" FINISH DIMS AT ALL WATER CLOSET LOCATIONS 11. PROVIDE FIRE STOPS AND BLOCKING PER 2015 SEATTLE RESIDENTIAL CODES roof ventilation calculations required area and assumptions per SRC sec. r806 min net free ventilation shall be 1/150 of attic area unless : 1. in climate zones 6, 7,& 8, a class i or ii vaper retarder is installed on the warm -in -winter side of the clg. 2. min. 40 % and not more than half of attic area vented in the upper portion of the area within 3'-0 , measured vertically from the ridge or highest point of space. venting may then be 1/300 of attic area typ. eave vent - = 18.75" net free vent area per rafter bay Cor-A-Vent RS400 or equal or typ. eave vent 2.0" dia holes = 3.14 sq in. free vent area = 3.14 x.65 = 2.04 sq in - 3 vents per rafter bay = 6.12 sq in if projections of roof overhangs are within 5 ft of property line use Cor-A-Vent In Vent or equal - install per mfr specs and details in roof plane greater than 5 ft from prop line giving 6.75 sq in net free area per lineal foot soffit vent -10 sq in./If net clear area ridge vents -13.5 sq in/If net clear area - Cor-A-Vent V-300 or equal gable vents = size x .65 for net clear area ceiling/deck areas: unvented construction must meet the reqs. of src r806.5 1. Unvented space is within the thermal envelope. 2. No interior Class I vapor retarders are installed on the clg side of the unvented assembly. 4. Any air -impermeable insulation shall be a class II vapor retarder or shall have a class II vapor retarder coating or covering in direct contact with the underside of the insulation. 5. Insulation shall be located in accordance with the following: This home is using the 5.1.3 option for an air impermeable min R-10 rigid insulation (CC Foam) below the structural roof deck and the remaining cavity below filled completely with loose or high density batt insulation. EPDM PRE-FAB PIPE FLASH'G WITH S.S. RETAINER RING - SIZE TO MATCH PIPE PER MFR. RECOMMENDATIONS S.S. DRAW BAND SEAL AROUND PIPE PENETRATION, TYP. SEAL BASE WITH GUNNABLE GRADE SEALANT, TYP. TYP. ROOF ASSEMBLY CONT. 2X WOOD BLOCKING TYP STACK VENT FOR PLUMBING FIXTURES TYP. MECH VENT/PLUMBING PENETRATION 1-1/2" = 1'-0" TRUSS & I -JOIST NOTES: 1. TRUSSES & I -JOISTS TO BE ENGINEER DESIGNED & STAMPED BY MANUF. 2. NO FIELD MODIFICATION OF TRUSSES or I -JOISTS WITHOUT ENGINEERS' APPROVAL. 3. ENGINEERING DRAWINGS TO BE AVAILABLE FOR FRAMING INSPECTOR. 4. TRUSSES & I -JOISTS TO BE INSTALLED AS PER MANUFACTURERS' SPECIFICATIONS & DETAILS. 5. TRUSS & I -JOIST ENGINEER SHALL SPECIFY & PROVIDE DETAILS FOR APPLICABLE APPROVED HANGERS FOR DESIGN LOADS. 6. THE SOLAR READY AREA PER SRC APPENDIX U SECTION U101.1 IS INDICATED AS FOLLOWS: AREA TO BE DESIGNED FOR MIN 4 LBS/SF ADDITIONAL LOAD. 7. SHADED AREAS INDICATE 2X6 FRAMING OVER ROOF roof min required venting area: 2253 sf x 1/300 x 144 = 1081.44 sq in. - min 40% and max 50 % sq in high venting (see calc) total venting provided: high vents - 40 If ridge vents = 540 sq in total high venting = 49% low vents - 60 rafter bays (ea bay (3) 2" dia holes = 6.12 sq in) eave vents = 367.2 sq in 10 rafter bays (Cor-A-Vent RS40018.75 sq ea) eave vents =187.5 sq in total low venting provided = 554.7 sq in total venting provided = 1094.7 sq in porch roof required venting area: 76 sf x 1/300 x 144 = 36.48 sq in. venting provided: 4 If soffit strip vent placed as shown @ 4 sq in per If = 40 sq in ceiling/deck above wine and laundry Covered Deck- ceiling/deck areas: unvented construction must meet the reqs. of SRC R806.5 1. Unvented space is within the thermal envelope. 2. No interior Class I vapor retarders are installed on the clg side of the unvented assembly. 4. Any air -impermeable insulation shall be a class II vapor retarder or shall have a class II vapor retarder coating or covering in direct contact with the underside of the insulation. 5. Insulation shall be located in accordance with the following: This home is using the 5.1.3 option for an air impermeable min R-10 rigid insulation (CC Foam) below the structural roof deck and the remaining cavity below filled completely with loose or high density batt insulation. roo drde sk igh roof plan - east home 323 Daley St Scale: 1/4" = 1'-0" 0 1 2 4 a see structural sheets for shear wall requirements, holdown & strapping details, review for specific connection requirements. and assumptions prior to beginning construction s a briancloward @comcast.net 630 nw 81 st Street Seattle, wa 98117 206.755.0759 ravicinns Rev Date Description Q 2021-0422 city corrections 1 U J O co M CD CN �+ >-'00 • � w Wm M CM .. CM _0 1 O E L _0 (a W U) O v � 0 n sheet contents roof plan - east plan 323 Daley St Roof details Truss notes attic venting calculation professional stamp below jurisdiction stamp below permit review A 2.3e January 28, 2021 TYP CONSTRUCTION ASSEMBLIES Elevation Keynotes PITCHEDROOFS: notes are typical, unless noted otherwise MFR. COMPOSITION SHINGLE SYSTEM WITH MFR SPEC D WRB & AIR BARRIER OVER 1/2„ EXTERIOR PLYWOOD PER STRUCTURAL OVER (PER PLAN) MFR ENGINEERED TRUSSES WITH MIN R-49 BLOWN IN INSULATION OR FOR ROOF RAFTERS WITH VAULT OVER MIN R-10 CC FOAM INSULATION OVER MIN R-30 BLOWN IN GLASS FIBER, CELLULOSE, mfr. energy code compliant windows typ see schedule for sizes operability as 1e shown on elevations verify with bldr/owner. Install per mfr specs &details OR MINERAL FIBER INSULATION TO FILL REMAINING CAVITY OVER 5/8" GWB SEALED TO FRAME USING AIR TIGHT DRYWALL APPROACH OVER SEMI PERMEABLE VAPOR RETARDER PVA PAINTED SURFACE mfr. energy code compliant exterior vinyl, fiberglass, aluminum store door, or sldr. 2e thermally broken, with weatherstripping & threshold see schedule - safety glass for LOW SLOPE ROOFS: all glazing. Install per mfr specs & details, verify rough openings MFR. SINGLE PLY OR BUILT UP ROOFING WATERPROOF MEMBRANE SYSTEM WITH MFR SPEC'D WRB & AIR BARRIER OVER EITHER WOOD FURRING STRIPS OR TAPERED INSULATION SLOPED PER PLAN OVER 1/2" EXTERIOR PLYWOOD PER STRUCTURAL OVER MFR ENGINEERED ROOF I -JOISTS OVER MIN R-10 CC FOAM INSULATION OVER R-30 3e roof downspout - drains to approved system BLOWN IN GLASS FIBER, CELLULOSE, OR MINERAL FIBER INSULATION TO FILL REMAINING CAVITY OVER 5/8" GWB SEALED TO FRAME USING AIR TIGHT DRYWALL APPROACH OVER SEMI PERMEABLE VAPOR RETARDER PVA PAINTED SURFACE 4e engineered foundation walls per details on sheet S1 & S4 - all rebar steel and conc footing sizes per structural engr. - see site plan for placement and verify in field with bldr or architect CONCRETE STEM WALL BELOW GRADE AT LOWER: 5e electrical meter location - verify with bldr and utility provider FREE DRAINING GRANULAR FILL WITH GRAVEL OVER FOOTING AND SURROUNDING/SUPPORTING FTG DRAIN PIPE OVER DRAINAGE MATT WITH FILTER, BAR ATTACHED AT TOP PER MFR DETAILS & SPECS, OR (BLDR. ALTERNATE -BITUMINOUS WALL DAMP PROOFING ) OVER PORED IN PLACE CONCRETE WALL - AT 2X6 PONY WALL INSUL WITH 6e gas meter location - verify with bldr and utility provider MIN R-15 FIBERGLASS BATT OR BLOWN IN INSUL & R-15 AT 2X4 WALL FULL HT WALL - AT INSIDE OF CONC STEM WALL INSUL WITH 2 IN R-10 RIGID EPS FOAM TAPED AND SEALED OVER 2X4 WALL WITH FIBERGLASS BATT OR BLOWN IN INSULATION (MIN R-15) ALTERNATE MINERAL WOOL OVER 1/2 IN FIBERGLASS FACED OR WATER RESISTANT 7e exterior lighting base and fixture GWB OVER SEMI PERMEABLE VAPOR RETARDER PVA PAINTED FINISH SURFACE 8e anchored signage for address TYP. WALL: 9e over head garage door - install and balance per mfr. specs & details CEMENT BOARD SIDING - PANELS OR BOARDS WITH PTD TRIM SEALED AT ALL CUTS AND EDGES OVER WEATHER RESISTANT BARRIER MEMBRANE WITH STAND OFF DRAIN PLANE MATERIAL OVER 1/2 IN EXTERIOR PLYWOOD/OSB SHEATHING PER ENGINEER OVER R-21 HIGH DENSITY FIBERGLASS (ALT. BLOWN IN FIBERGLASS OR CELLULOSE) 10e egress window or door OVER 1/2" GWB OVER SEMI PERMEABLE VAPOR RETARDER PVA PAINTED FINISH SURFACE - INSURE CONTINUITY OF AIR AND MOISTURE BARRIER AT RIM WITH CAULK AT RIM TOP AND BOTTOM AND BELOW ALL PLATES PROVIDE VAPOR RETARDER ON INSIDE OF RIM JOIST INSULATION 11e prefabricated engineered mfr. metal guard & hand rail system. provide shop drawings for architect and bldg dept approval. Install per mfr specs & details JOISTED DECKS ABOVE HEATED SPACE BELOW: FINISH WALKABLE ENGR MFR DECKING MATERIAL OVER TAPED AND SEALED BOND BREAK &WATER PROOF MEMBRANE INSTALLED PER MFR. DETAILS &SPECS. OVER EITHER WOOD FURRING STRIPS OR TAPERED INSULATION SLOPED PER PLAN OVER 3/4 T & G engineered mfr low slope walkable surface - roofing system provide shop drawings and 12e install per mfr specs & details - all edge flashings over pressure treated face plates with 26 EXTERIOR PLYWOOD FLOOR DECK PER ENGINEER OVER MIN R-10 CC FOAM OVER MIN R-30 KRAFT FACED BATT INSULATION COMPLETELY FILLING CAVITY (ALT: BLOWN IN FIBERGLASS OR CELLULOSE FULL DEPTH OF CAVITY) CAULK AND SEAL ALL JOINTS OVER 5/8" GWB TAPED AND SEALED USING AIRTIGHT DRYWALL APPROACH OVER SEMI ga. ptd. metal drip edges at vert surfaces PERMEABLE VAPOR RETARDER PVA PAINTED FINISH SURFACE engr mfr composition shingle roofing system - install per mfr specs & details - all edge 13e flashings over pressure treated face plates with 26 ga. ptd. metal drip edges SOFFITS ABOVE UNHEATED AREAS: *max. encroachment of roof eaves into any required yards is 18" AT CANTILEVER FLOORS, FLOOR OVER GARAGE: FINISH FLOOR ON INTERIOR OVER SEMI PERMEABLE VAPOR RETARDER OVER 3/4" T & G EXTERIOR PLYWOOD FLOOR DECK PER ENGINEER OVER MIN R-38 KRAFT FACED BATT INSULATION TO FILL CAVITY (ALT: BLOWN IN FIBERGLASS OR CELLULOSE FULL DEPTH OF CAVITY) prefabricated engineered mfr. metal canopy roof system. provide shop drawings for architect 15e and bldg dept approval. Install per mfr specs, details - verify structural connections with HEADERS: ALL HEADERS IN WALLS INSULATE WITH MIN R-10 RIGID INSULATION engr and architect prior to construction 16e modified 1 hour separation wall per src section 302.3 for walls & floors. Two-family dwelling 0 separation SLAB ON GRADE: SEE FOUNDATION PLAN 25' ht max from avgg ggrade level - -------- ----- ---- — elev84.1875 ropose skyligh Y high point of roof M 50 0 co M CV W owner's suite pl owner's suite hdr I owner's suite fir garage plate main fir (reference �Ia CD CL 0 0- age Tr a7lley - elev 587.-- west - side elevation — main fir hdr _ 2e/ 1e 11 e covered deck area en41i open railing 11 e 3e _ 12e - 3e rdrail & stairs - 1 -4 open to terrace 77 2e F6e, 25' ht max from avgg ggrade level e�ev-84747-�elev 84.1 B75 high point of roof main fir plate main fir hdr o a � o = o BO c main fir elev 66.0 lower fir plate - lower fir hdr N 60 C> avg grade east lot elev 59.1875 �s it �r tback ti lower floor - elev 56.57+ south - front elevation - east home see sheet A3.3 detail 3 for corner trim detail _ I _ I I o o CZ I N I 11e 0 CD N 13e _ 116 , NO 11211 u 5'-2" N main fir plate main fir hdr main fir elev 66.0 lower fir plate OL lower fir hdr - o — — — — — avg grade east lot = elev 59.187 CO - no portion of entry step more than 30 inches above grade in front lower floor - elev 56.57+ grade line at west w-all -setback allowed per ECDC 16.20.040.0 see site plan for setback Scale: 1/4" = 1'-0" I Scale: 1/4" = 1'-0" 0 1 2 4 8 c ,S d briancloward @comcast.net 630 nw 81st Street Seattle, wa 98117 206.755.0759 revisions Rev Date Description 2021-0422 city corrections 1 Q U J CD O N M O cr ■ LD �' �/ / N a O m CXD T m -O ■` \Vl L o N o �w M 0-4 Cn O E v � 0 sheet contents south - front elev west - side elev elevation keynotes professional stamp below jurisdiction stamp below permit review A 3.1 e January 28, 2021 TYP CONSTRUCTION ASSEMBLIES PITCHED ROOFS: MFR. COMPOSITION SHINGLE SYSTEM WITH MFR SPEC'D WRB & AIR BARRIER OVER 1/2" EXTERIOR PLYWOOD PER STRUCTURAL OVER (PER PLAN) MFR ENGINEERED TRUSSES WITH MIN R-49 BLOWN IN INSULATION OR FOR ROOF RAFTERS WITH VAULT OVER MIN R-10 CC FOAM INSULATION OVER MIN R-30 BLOWN IN GLASS FIBER, CELLULOSE, OR MINERAL FIBER INSULATION TO FILL REMAINING CAVITY OVER 5/8" GWB SEALED TO FRAME USING AIR TIGHT DRYWALL APPROACH OVER SEMI PERMEABLE VAPOR RETARDER PVA PAINTED SURFACE LOW SLOPE ROOFS: MFR. SINGLE PLY OR BUILT UP ROOFING WATERPROOF MEMBRANE SYSTEM WITH MFR SPEC'D WRB & AIR BARRIER OVER EITHER WOOD FURRING STRIPS OR TAPERED INSULATION SLOPED PER PLAN OVER 1/2" EXTERIOR PLYWOOD PER STRUCTURAL OVER MFR ENGINEERED ROOF I -JOISTS OVER MIN R-10 CC FOAM INSULATION OVER R-30 BLOWN IN GLASS FIBER, CELLULOSE, OR MINERAL FIBER INSULATION TO FILL REMAINING CAVITY OVER 5/8" GWB SEALED TO FRAME USING AIR TIGHT DRYWALL APPROACH OVER SEMI PERMEABLE VAPOR RETARDER PVA PAINTED SURFACE CONCRETE STEM WALL BELOW GRADE AT LOWER: FREE DRAINING GRANULAR FILL WITH GRAVEL OVER FOOTING AND SURROUNDING/SUPPORTING FTG DRAIN PIPE OVER DRAINAGE MATT WITH FILTER, BAR ATTACHED AT TOP PER MFR DETAILS & SPECS, OR (BLDR. ALTERNATE -BITUMINOUS WALL DAMP PROOFING ) OVER PORED IN PLACE CONCRETE WALL - AT 2X6 PONY WALL INSUL WITH MIN R-15 FIBERGLASS BATT OR BLOWN IN INSUL & R-15 AT 2X4 WALL FULL HT WALL - AT INSIDE OF CONC STEM WALL INSUL WITH 2 IN R-10 RIGID EPS FOAM TAPED AND SEALED OVER 2X4 WALL WITH FIBERGLASS BATT OR BLOWN IN INSULATION (MIN R-15) ALTERNATE MINERAL WOOL OVER 1/2 IN FIBERGLASS FACED OR WATER RESISTANT GWB OVER SEMI PERMEABLE VAPOR RETARDER PVA PAINTED FINISH SURFACE TYP. WALL: CEMENT BOARD SIDING - PANELS OR BOARDS WITH PTD TRIM SEALED AT ALL CUTS AND EDGES OVER WEATHER RESISTANT BARRIER MEMBRANE WITH STAND OFF DRAIN PLANE MATERIAL OVER 1/2 IN EXTERIOR PLYWOOD/OSB SHEATHING PER ENGINEER OVER R-21 HIGH DENSITY FIBERGLASS (ALT. BLOWN IN FIBERGLASS OR CELLULOSE) OVER 1/2" GWB OVER SEMI PERMEABLE VAPOR RETARDER PVA PAINTED FINISH SURFACE - INSURE CONTINUITY OF AIR AND MOISTURE BARRIER AT RIM WITH CAULK AT RIM TOP AND BOTTOM AND BELOW ALL PLATES PROVIDE VAPOR RETARDER ON INSIDE OF RIM JOIST INSULATION JOISTED DECKS ABOVE HEATED SPACE BELOW: FINISH WALKABLE ENGR MFR DECKING MATERIAL OVER TAPED AND SEALED BOND BREAK & WATER PROOF MEMBRANE INSTALLED PER MFR. DETAILS & SPECS. OVER, EITHER WOOD FURRING STRIPS OR TAPERED INSULATION SLOPED PER PLAN OVER 3/4" T & G EXTERIOR PLYWOOD FLOOR DECK PER ENGINEER OVER MIN R-10 CC FOAM OVER MIN R-30 KRAFT FACED BATT INSULATION COMPLETELY FILLING CAVITY (ALT: BLOWN IN FIBERGLASS OR CELLULOSE FULL DEPTH OF CAVITY) CAULK AND SEAL ALL JOINTS OVER 5/8" GWB TAPED AND SEALED USING AIRTIGHT DRYWALL APPROACH OVER SEMI PERMEABLE VAPOR RETARDER PVA PAINTED FINISH SURFACE SOFFITS ABOVE UNHEATED AREAS: AT CANTILEVER FLOORS, FLOOR OVER GARAGE: FINISH FLOOR ON INTERIOR OVER SEMI PERMEABLE VAPOR RETARDER OVER 3/4" T & G EXTERIOR PLYWOOD FLOOR DECK PER ENGINEER OVER MIN R-38 KRAFT FACED BATT INSULATION TO FILL CAVITY (ALT: BLOWN IN FIBERGLASS OR CELLULOSE FULL DEPTH OF CAVITY) HEADERS: ALL HEADERS IN WALLS INSULATE WITH MIN R-10 RIGID INSULATION SLAB ON GRADE: SEE FOUNDATION PLAN 25' ht max from avg grade level — — — — Ie3 �47 elev 84.1875.......... Y high point of roof ropose skyligh 00 0 main fir plate ain fir hdr n fir elev 66.0 lower0_=fir plate A-1 lower fir hdr L7- ava grade east lot — — — — — — — — — lower floor - elev 56.57+ east - side a evaftbn 3e M CV 60 owner's suite pl wner's suite hdr )wner's suite fir garage plate C _ main flr reference)_7 garage flr anal ey - eT 587 — north - alley elevation see sheet A3.3 detail 3 for corner trim detail i rN Elevation Keynotes notes are typical, unless noted otherwise 0 1e mfr. energy code compliant windows typ see schedule for sizes operability as shown on elevations verify with bldr/owner. Install per mfr specs & details mfr. energy code compliant exterior vinyl, fiberglass, aluminum store door, or sldr. 2e thermally broken, with weatherstripping & threshold see schedule - safety glass for all glazing. Install per mfr specs & details, verify rough openings 3e roof downspout - drains to approved system engineered foundation walls per details on sheet S1 & S4 - all rebar steel and conc footing 4e sizes per structural engr. - see site plan for placement and verify in field with bldr or architect 5e electrical meter location - verify with bldr and utility provider 6e gas meter location - verify with bldr and utility provider 7e exterior lighting base and fixture 8e anchored signage for address 9e over head garage door - install and balance per mfr. specs & details 10e egress window or door 11e prefabricated engineered mfr. metal guard & hand rail system. provide shop drawings for architect and bldg dept approval. Install per mfr specs & details engineered mfr low slope walkable surface - roofing system provide shop drawings and 12e install per mfr specs & details - all edge flashings over pressure treated face plates with 26 ga. ptd. metal drip edges at vert surfaces engr mfr composition shingle roofing system - install per mfr specs & details - all edge 13e flashings over pressure treated face plates with 26 ga. ptd. metal drip edges 14e max. encroachment of roof eaves into any required yards is 18" prefabricated engineered mfr. metal canopy roof system. provide shop drawings for architect 15e and bldg dept approval. Install per mfr specs, details - verify structural connections with engr and architect prior to construction 16e modified 1 hour separation wall per src section 302.3 for walls & floors. Two-family dwelling separation Scale: 1/4" = 1'-0" 0 L U) 2e --------------- L---------- 1 Scale: 1/4" = 1'-0" 0 1 2 4 8 briancloward @comcast.net 630 nw 81st Street Seattle, wa 98117 206.755.0759 revisions Rev Date Description 2021-0422 city corrections 1 Q ava grade east lot — — — — — — — — — lower floor - elev 56.57+ east - side a evaftbn 3e M CV 60 owner's suite pl wner's suite hdr )wner's suite fir garage plate C _ main flr reference)_7 garage flr anal ey - eT 587 — north - alley elevation see sheet A3.3 detail 3 for corner trim detail i rN Elevation Keynotes notes are typical, unless noted otherwise 0 1e mfr. energy code compliant windows typ see schedule for sizes operability as shown on elevations verify with bldr/owner. Install per mfr specs & details mfr. energy code compliant exterior vinyl, fiberglass, aluminum store door, or sldr. 2e thermally broken, with weatherstripping & threshold see schedule - safety glass for all glazing. Install per mfr specs & details, verify rough openings 3e roof downspout - drains to approved system engineered foundation walls per details on sheet S1 & S4 - all rebar steel and conc footing 4e sizes per structural engr. - see site plan for placement and verify in field with bldr or architect 5e electrical meter location - verify with bldr and utility provider 6e gas meter location - verify with bldr and utility provider 7e exterior lighting base and fixture 8e anchored signage for address 9e over head garage door - install and balance per mfr. specs & details 10e egress window or door 11e prefabricated engineered mfr. metal guard & hand rail system. provide shop drawings for architect and bldg dept approval. Install per mfr specs & details engineered mfr low slope walkable surface - roofing system provide shop drawings and 12e install per mfr specs & details - all edge flashings over pressure treated face plates with 26 ga. ptd. metal drip edges at vert surfaces engr mfr composition shingle roofing system - install per mfr specs & details - all edge 13e flashings over pressure treated face plates with 26 ga. ptd. metal drip edges 14e max. encroachment of roof eaves into any required yards is 18" prefabricated engineered mfr. metal canopy roof system. provide shop drawings for architect 15e and bldg dept approval. Install per mfr specs, details - verify structural connections with engr and architect prior to construction 16e modified 1 hour separation wall per src section 302.3 for walls & floors. Two-family dwelling separation Scale: 1/4" = 1'-0" 0 L U) 2e --------------- L---------- 1 Scale: 1/4" = 1'-0" 0 1 2 4 8 briancloward @comcast.net 630 nw 81st Street Seattle, wa 98117 206.755.0759 revisions Rev Date Description 2021-0422 city corrections 1 Q U J E O N co O ■ LD CO N a O m E >..00 T m �1 3\ o -O ■` \Vl O N o �w M (3) O (� W . U) O v � 0 sheet contents north - alley elev east - side elev elevation keynotes professional stamp below jurisdiction stamp below permit review A 3.2e January 28, 2021 ,s <z 1` 25' ht max from avgg ggrade level elcv 8�7�elev 84.1875 high point of roof main fir plate main fir hdr main fir elev 66.0 lower fir plate0:_ — lower fir hdr L� — aavg grade east lot dower floor - elev 56.57+ south - north section — — — — — — — — — — — — proposed skylight — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — c1 engr mfr hip res 1 adu adu bath TYP CONSTRUCTION ASSEMBLIES skylight light well li ing open entry beyor d 16e fire insulation ' per sheet A0.1 adu res U adu `"1 4. hall rock wool h q J in—s7uatio�— between J units dining iL__ great room mily room closet PITCHED ROOFS: JOISTED DECKS ABOVE HEATED SPACE BELOW: MFR. COMPOSITION SHINGLE SYSTEM WITH MFR SPEC'D WRB & AIR BARRIER OVER 1/2" EXTERIOR PLYWOOD PER STRUCTURAL OVER (PER PLAN) MFR ENGINEERED TRUSSES WITH MIN R-49 BLOWN IN INSULATION OR FOR ROOF RAFTERS WITH VAULT OVER MIN R-10 CC FOAM INSULATION OVER MIN R-30 BLOWN IN GLASS FIBER, CELLULOSE, OR MINERAL FIBER INSULATION TO FILL REMAINING CAVITY OVER 5/8" GWB SEALED TO FRAME USING AIR TIGHT DRYWALL APPROACH OVER SEMI PERMEABLE VAPOR RETARDER PVA PAINTED SURFACE LOW SLOPE ROOFS: MFR. SINGLE PLY OR BUILT UP ROOFING WATERPROOF MEMBRANE SYSTEM WITH MFR SPEC'D WRB & AIR BARRIER OVER EITHER WOOD FURRING STRIPS OR TAPERED INSULATION SLOPED PER PLAN OVER 1/21, EXTERIOR PLYWOOD PER STRUCTURAL OVER MFR ENGINEERED ROOF I -JOISTS OVER MIN R-10 CC FOAM INSULATION OVER R-30 BLOWN IN GLASS FIBER, CELLULOSE, OR MINERAL FIBER INSULATION TO FILL REMAINING CAVITY OVER 5/8" GWB SEALED TO FRAME USING AIR TIGHT DRYWALL APPROACH OVER SEMI PERMEABLE VAPOR RETARDER PVA PAINTED SURFACE BELOW GRADE WALL: FREE DRAINING GRANULAR FILL WITH GRAVEL OVER FOOTING AND SURROUNDING/SUPPORTING FTG DRAIN PIPE OVER DRAINAGE MATT WITH FILTER, BAR ATTACHED AT TOP PER MFR DETAILS & SPECS, OR (BLDR. ALTERNATE -BITUMINOUS WALL DAMP PROOFING) OVER PORED IN PLACE CONCRETE WALL OVER 2 IN R-10 RIGID EPS FOAM TAPED AND SEALED OVER 2X4 WALL WITH FIBERGLASS BATT OR BLOWN IN INSULATION (MIN R-15) ALTERNATE MINERAL WOOL OVER 1/2 IN FIBERGLASS FACED OR WATER RESISTANT GWB OVER SEMI PERMEABLE VAPOR RETARDER PVA PAINTED FINISH SURFACE TYP. WALL: CEMENT BOARD SIDING - PANELS OR BOARDS WITH PTD TRIM SEALED AT ALL CUTS AND EDGES OVER WEATHER RESISTANT BARRIER MEMBRANE WITH STAND OFF DRAIN PLANE MATERIAL OVER 1/2 IN EXTERIOR PLYWOOD/OSB SHEATHING PER ENGINEER OVER R-21 HIGH DENSITY FIBERGLASS (ALT. BLOWN IN FIBERGLASS OR CELLULOSE) OVER 1/2" GWB OVER SEMI PERMEABLE VAPOR RETARDER PVA PAINTED FINISH SURFACE - INSURE CONTINUITY OF AIR AND MOISTURE BARRIER AT RIM WITH CAULK AT RIM TOP AND BOTTOM AND BELOW ALL PLATES PROVIDE VAPOR RETARDER ON INSIDE OF RIM JOIST INSULATION FINISH WALKABLE ENGR MFR DECKING MATERIAL OVER TAPED AND SEALED BOND BREAK & WATER PROOF MEMBRANE INSTALLED PER MFR. DETAILS & SPECS. OVER, EITHER WOOD FURRING STRIPS OR TAPERED INSULATION SLOPED PER PLAN OVER 3/4" T & G EXTERIOR PLYWOOD FLOOR DECK PER ENGINEER OVER MIN R-10 CC FOAM OVER MIN R-30 KRAFT FACED BATT INSULATION COMPLETELY FILLING CAVITY (ALT: BLOWN IN FIBERGLASS OR CELLULOSE FULL DEPTH OF CAVITY) CAULK AND SEAL ALL JOINTS OVER 5/8" GWB TAPED AND SEALED USING AIRTIGHT DRYWALL APPROACH OVER SEMI PERMEABLE VAPOR RETARDER PVA PAINTED FINISH SURFACE SOFFITS ABOVE UNHEATED AREAS: AT CANTILEVER FLOORS, FLOOR OVER GARAGE: FINISH FLOOR ON INTERIOR OVER SEMI PERMEABLE VAPOR RETARDER OVER 3/4" T & G EXTERIOR PLYWOOD FLOOR DECK PER ENGINEER OVER MIN R-38 KRAFT FACED BATT INSULATION TO FILL CAVITY (ALT: BLOWN IN FIBERGLASS OR CELLULOSE FULL DEPTH OF CAVITY) HEADERS: ALL HEADERS IN WALLS INSULATE WITH MIN R-10 RIGID INSULATION SLAB ON GRADE: SEE FOUNDATION PLAN PROVIDE SEALANT FOR AIR & PTD. 26 GA METAL CORNER CLIPS SET MOISTURE BARRIER AT ALL IN SEALANT SIDING JOINTS, PLATE, & RIM LAP WRB MIN 12" AROUND CORNER EDGES ADHESIVE FLEX FLASHING _ _ _ _ _ _ _ WRAP 6" EA. SIDE TYP. WALL ASSEMBLY I SIDING PER ELEV. I NAILING AFF WRAP 6" EA. SIDE BLOCK OR SEALANT FOR AIR & MOISTURE CORNER li BARRIER CLIP TYP. II PTD. 2x2 TRIM AT INSIDE II CORNER TYP. CORNER TRIM DETAIL 1-1/2" = T-0" i hall owner's suite plate owner's suite hdr -- iiiiiiiiiiim— r res III III III III T Scale: 1/4" = 1'-0" 25' ht max from avgg ggrade level ele-- Ze4ev4.74,zv84.1875 ---------------------- high point of roof 0 0 0 c main fir plate maiff-Tr hdr owner's suite fir garage plate main fir elev E lower fir plate lower fir hdr N bo 0 avn nrActe lower fl garage�tair hall cov d deck I ar res laun/mech lev 59.1875 = e�'I I III III III III —III III I I 1 � I III � �1 I I� � � � 111� 11- west - east section te�ce 4'-0,1 — terrace min terrac avers \ IIlill —III- . Scale: 1/4" = 1'-0" 0 1 2 4 8 briancloward @comcast.net 630 nw 81st Street Seattle, wa 98117 206.755.0759 revisions Rev Date Description 2021-0422 city corrections 1 Q U E O N cM O O -1-- N _a) rn � � o U a o N 0 N to(Allot y c L 0 O E w U) O v � 0 sheet contents south -north section a west -east section b construction assemblies professional stamp below jurisdiction stamp below MEOW - permit review A e January 28, 2021 STAIRS PER IRC SEC 311 1.5 IN DIA GRASPABLE HANDRAIL 34 IN MIN - 38 IN MAX HT 4TTACH SECURELY & RETURN TO WALL PER IRC SEC R311.7.7 RISER - TYP. 7 3/4" MAX. > LANDING FRAMING 2-2x HEADER PER STRUCT LSC STRINGER HANGER ATTACH PER MFR ENGR (3)2x12 STRINGERS TYP. 5/8" TYPE X GWB OVER ALL HABITABLE SPACES WALL SHEATHIING, TYP. SEE SHEET A4.0 FOR ASSEMBLIES WINDOW OPENING, TYP 1. APPLY WRB OVER EXT. SHEATHING 2. APPLY HORIZONTAL FLEXIBLE SILL FLASHING FASTENED ALONG TOP EDGE ONLY. 3. INSTALL (2) CORNER SILL FLASHINGS 4. INSTALL FLASHING STOP (VERIFY THICKNESS AND WIDTH PER WINDOW FRAME DIMENSIONS AND CONFIGURATION). PROVIDE 1/8" -1/4" GAP BETWEEN WINDOW FRAME AND SILL PAN BACKLEG FOR SEALANT, APPLIED AFTER WINDOW INSTALLATION. 5. INSTALL FLEXIBLE FLASHING SILL PAN - FULL WIDTH OF OPENING - EXTEND OVER CORNER FLASHINGS. FORM BACK DAM AGAINST FLASHING STOP. PROVIDE METAL SHEET PAN FLASHING WITH SOLDERED END DAMS WHERE WINDOWS ARE LOCATED ON TOP OF CONCRETE STEM WALL. N r 6. ADD CONTINUOUS BEAD OF SEALANT ALONG EDGE OF FLEXIBLE FLASHING (BOTH WINDOW INSTALL & FLASHING SEQUENCE SIDES) J LL < z o D_ C a zo z_ cY3 1'," 10" TYP TREADS-TYP. TOENAIL TO CLEAT & FRAME BELOW FLOOR DECKING OR CONCRETE 2x CLEAT 2-16d TO EACH JOIST BELOW - IF CONC RAM Sff & PROVIDE CC FOAM SILL GASKET & PR TR WOOD IN CONTACT WITH CONC STAIR FRAME GUARDRAIL AND HEAD HEIGHT \ v X ti A 7. INSTALL 18" FLEXIBLE FLASHING AT JAMBS. LAP OVER SILL PAN AND SILL STRIP AND WRAP ENTIRE JAMB 8. INSTALL 18" FLEXIBLE FLASHING AT HEAD. LAP OVER JAMB WRAPS (FOLD HEAD WRAP IN 2") DIAGRAM 2 ESR-1153 1 Most Widely Accepted and Trusted Page 12 of 20 Optional resilient channels directly applied to joists or trusses at 16 inches on -center, supporting both layers of gypsum board, are necessary to achieve sound ratings. Assembly Component Component Specifications Installation • Single layer of 48/24 span -rated, tongue -and -groove. sheathing • Nailed and glued to the top of the TJI1' joists. (Exposure 1). . Construction adhesive conforming to ASTM D3498 must be applied Sheathing . When used as a roof -ceiling to the top of the joists prior to placing sheathing. assembly, the decking is permitted to • All butt joints of the sheathing must be located over framing be any wood deck recognized in the members. code. • For TJlf' joists spaced 24 inches on -center or less, attach ceiling to joist bottom flange. • Two layers of'lrinch-thick NGC Gold The first layer of gypsum board must be installed perpendicular to Bond' Fire -Shield C gypsum board, the TJI joists and attached using 15/8-inch-long, Type S screws or spaced • Two layers of/Z-inch-thick USG 12 inches on -center. The second layer must be installed with the ; 'l Gypsum Board SHEETROCIl Brand FIRECODE'' C joints staggered from the first layer. gypsum panels, The second layer must be fastened to the TJI joists with 2-inch-long, or Type S screws spaced 12 inches on -center in the field and 8 inches • Two layers of 5/e-inch-thick, Type X on -center at the butt joints. gypsum board complying with ASTM Type G screws. V12 inches tong, must be spaced 8 inches on -center C 1396. and 6 inches from each side of the transverse joints of the second layer. The second layer must be finished with joint tape and compound. • Installed in accordance with this report, with a maximum spacing of TJI® 24 inches on -center for floor -ceiling assemblies. 3 Joist TJI' joist. When used in roof -ceiling assemblies, the joists are permitted to be spaced a maximum of 48 inches on -center. Optional p Minimum 3'/cinch-thick glass fiber May be installed in the joist plenum when resilient channels are not shown) Glass Fiber insulation or glass fiber insulation used. Insulation rated R-30 or less. 0The insulation must be placed above the resilient channels between the joist bottom flanges. • Fasten perpendicular to the TJI joists using 1-inch-long, Type S screws. When resilient channels are used, the first layer of the ceiling membrane must be installed perpendicular to the channels and attached to the resilient channels using 1-inch-long, Type S screws spaced 12 inches on -center. Optional RC-1 resilient channels spaced 16 . The second layer must be installed with the joints staggered from (not Resilient inches on -center (may be increased the first layer and attached using 15/o-inch-long, Type S screws. The shown ) Channels to 24 inches on -center if the joists 1 screws spacing for the second layer of P 9 y gypsum board must be a are spaced 16 inches on -center). maximum of 12 inches on -center in the field and 8 inches on -center at the butt joints. • Type G screws, 1 % inches long, must be spaced 8 inches on -center and 6 inches from each side of the transverse joints of the second layer. The second layer must be finished with joint tape and compound. • In roof -ceiling assemblies in which the TJI3'joists are spaced more than 24 inches on -center, the ceiling, including the resilient channels, must be applied to stripping spaced 24 inches on -center. Minimum of nominal 2-by-4 The attachment of the ceiling membrane to the stripping members (not shown) Stripping construction -grade Douglas fir must be similar to the attachment of the ceiling membrane to the TJI` joists. lumber for spans up to 5 feet. • Attached to the joist bottom flange using a minimum of two 10d box nails into each bottom flange. Stripping materials of equivalent strength and attachment are permitted when approved by the code official. U31 1: Resilient furring channels attached 24" o.c. horizontally to one side of 2x4 wood studs 16" or 24" o.c. Cwith 1-1/4" type W screws. 1 /2" x 3" gypsum board filler strips attached to floor and ceiling plates with 1-1/4" type W screws 3'-0" o.c. 5/8" (15.9 mm) Fire -Shield C Gypsum Board applied horizontally to channel with 1" type S screws 12'' o.c. on all edges and intermediate channels and atttached to top and ( bottom plates with 1-7/8" type S screws 12" o.c. Vertical butt joints between studs back -blocked with 20'' long piece of resilient channel. 5/8" (15.9 mm) Fire -Shield C Gypsum Board applied horizontally on opposite side directly to wood studs with 1-1 /4" type W screws spaced 12" o.c. Horizontall joints in line, vertical joints staggered each side. Mineral wool insulation 3" thick friction fit between studs. (C11 hour rated wall -at ADU ( nts 1 hour rated floor/ceiling - at ADU nts 9. SET 1/8" THICK NON -CORROSIVE SHIMS AT SILL PAN (ONE AT EACH SIDE) TO CREATE AN OPENING TO DRAIN WATER. 10. APPLY SEALANT TO BACK SIDE OF MOUNTING FLANGE AT HEAD AND JAMBS ONLY 11. INSTALL WINDOW - SHIM AND ADJUST TO ACHIEVE PLUMB AND SQUARE PER MANUFACTURER'S RECOMMENDATIONS - USE CORROSION RESISTANT FASTENERS. 12. AFTER WINDOW INSTALLATION, SEAL FRAME SEAM JOINTS AT CORNERS DIAGRAM 3 INT. CASING TRIM PER OWNER/BLDR. SPEC. WEATHER STRIPPING SYSTEM AT DOOR PROVIDE SEALANT AS AIR & MOISTURE BARRIER DOOR OR WINDOW FRAME W.R.B FOLD OVER INTO ROUGH OPENING PTD. TRIM SEALANT � FLEX FLASHING & WRB SEE DETAIL 4 SHEET < A4.1 FOR WINDOW INSTALLATION SEQUENCING & FLASHING REQS. VERIFY PER MFR. REQS, SPECS. & INSTALLATION INSTRUCTIONS EXT. DOOR -WINDOW JAMB AT SIDING DIAGRAM 4 TYP. EXT. WALL ASSEMBLY R-10 RIGID INSULATION SEAL IN CAVITY EXT. FINISH PER ELEVATION WRB SEE DETAIL 4 SHEET A4.1 FOR SEQUENCING STEPS FLEXIBLE ADHESIVE FLASHING HEADER PER STRUCT. 26 GA. PTD. METAL FLASH'G PTD. TRIM WITH DRIP W.R.B FOLD OVER INTO ROUGH OPENING SEALANT FOR AIR & MOISTURE BARRIER DOOR OR WINDOW FRAME PROVIDE CC FOAM INSUL CONT. TO STUDS FOR AIR & MOISTURE BARRIER MFR. WEATHER STRIPPING SYSTEM AT DOOR EXT. DOOR-WINDOWHEADERATSIDING 14. INSTALL 9" WIDE FLEXIBLE FLASHING AT HEAD, LAP OVER JAMB STRIPS AND WINDOW MOUNTING FLANGE 13. INSTALL 9" WIDE FLEXIBLE FLASHING AT JAMBS, LAP OVER WINDOW MOUNTING FLANGES. EXTEND 4" ABOVE AND BELOW WINDOW FRAME. DIAGRAM 5 I "1 a) hdr ht ccaa L L L o o Q 3 A4.1 0 __ - _� ' L o > 50 � co II CC- 1 U) SG (D A4.1 SG U EXTERIOR DOORS - insulate, weatherstrip & air seal per DETAIL KEY EXTERIOR eA eB wsec and mfr details and specs min u-value of 0.40 QUANTITY: 2 1 pivot door IRC R302.5 & R302.6 - fire separation doors eA at garage to dwelling to be solid wood or honeycomb core steel doors not less than 1-3/8" thick, or doors with min 20 min fire rating. In all cases the doors shall be self closing & self latching exterior door schedule -east VVIIVL/V VV Ii VIVI�IG. eC 1 sliding door Window fall protection req. per IRC section R312.2: Provide fall protection where the opening of an operable window is located more than 72" above finished grade or surface below and the sill is within 24" of the finished floor. The operable portion of the window shall not allow passage of a 4" dia. sphere except where the window is req'd for emergency egress. For egress windows fall prevention devices must comply with ASTM F2090 allowing release and exit per section R312.2.2 6'-011 6'-0" 3'-011 3'-0" 3'-0" 3'-011 3'-011 3'-011 3'-011 DETAIL KEY 6'-011 2 2'-611 2'-611 30111 3'-0" 3'-0" 3'-0" A4.1 hdr ht o 0 o co co co in Lo o 1 I 1 1 1 1 1 3 N i�o Z� Z� <� Z� ZY) ZY) A4.1 4 zo 31-011 1 1 1 1 ZO - F - 0 0 0 A4.1 (D a) I -A WINDOW cD INSTALLATION Cn SEQUENCE NEW WINDOWS O <&> O B-0 O O O O O O QUANTITY: 1 3 7 2 4 2 1 2 2 2 see elevations all new fenestration to be NFRC certified - verify operability with builder - provide & verify egress with mfr at all bedrooms R308.4.5 Glazing & wet surfaces: Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface shall be considered to be a hazardous location. This shall apply to single glazing and each pane in multiple glazing. Exception: Glazing that is more than 60 inches (1524 mm), measured horizontally and in a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool or swimming pool or from the edge of a shower, sauna or steam room. window schedule - east 16. INST OVER D LEG ANI I J. IIVV I(ILL VI ILLI METAL HEAD DRIP FLASHING WITH END DAMS DOOR SWING VARIES SEE PLAN TYP SOG AT GROUND FLOOR OR FLOOR DECK AT 2ND AND 3RD FLOORS OR ENTRY ABOVE GRADE THRESHOLD AT EXT DOOR 9'-011 3'-011 3'-011 eD 1 "panorama door" 6'-011 3'-011 T-0" O 1 Ffl o 0 DIAGRAM 6 1/2" = 1'-011 DOOR PER PLAN & SCHEDULE 24 GA. METAL PAN FLASHING SEAL TO SILL, SHIM TO DRAIN TO EXTERIOR CONT UP JAMBS MIN 2 IN THRESHOLD, INSUL, AIR SEAL & WEATHERSTRIP PER 2012 WSEC MFR. DECK PAVER SYSTEM - PROVIDE r SUPPORT & INSTALL PER MFR DETAILS & SPECS (AT GARAGE EX. CONC SLAB) -MFR WP BARRIER DECK MEM NE - INSTALL PER MFR DETAILS AND PECS \-SPACER AS REQ'D PER MFR. -COMPOSITE MATL WR SILL BASE - SEAL TO CONC. AT GROUND FLOOR - PROVIDE MFR. RECOMMENDED SILL GASKET AT ALL DECKS/PATIOS MATERIAL FOR AIR & MOISTURE BARRIER, DECK/PATIO EXPANSION JOINT, & \-THERMAL BREAK I eE 2 overhead garage doors Scale: 1/4" = V-0" 9'-011 3'-011 3'-011 ILWA MIN Scale: 1/4" = V-0" s <z briancloward @comcast.net 630 nw 81 st Street Seattle, wa 98117 206.755.0759 revisions Rev Date Description 2021-0422 city corrections sheet contents window & door details window schedule - east door schedule -east professional stamp below jurisdiction stamp below permit review A 4.1 e January 28, 2021 s �z Simple Heating System Size: Washington State Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information Premier Homes, LLC Brian Cloward for cSd - Heidi Goldstick 323 Daley St (East) 1630 NW 81st St Seattle, WA 98117 Edmonds, WA 98020 phone: 206 755-0759 E-mail:briancloward@comcast.net Heating System Type: C All other systems OO Heat Pump To see detailed instructions for each section, place your cursor on the word 'Instructions". Design Temperature Instructions Design Temperature Difference (AT) 46 ` Seattle: Sea -Tat AP AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 2,955 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 9.3 27,393 Glazing and Doors U-Factor X Area = UA Instructions 0.280 856 239.71 Skylights U-Factor X Area = UA Instructions 0.50 1 31 15.55 Insulation Attic U-Factor X Area = UA Instructions R 49 - I 0.026 2,021 52.55 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions 111111 R-49Advancedd 0.020 112 2.24 Above Grade Walls (see Figure 1) U-Factor X Area UA Instructions 0.056 2,049 114.74 R-211ntermediate Floors U-Factor X Area UA Instructions 0.025 513 12.83 R-38 I Below Grade Walls (See Figure 1) U-Factor X Area UA Instructions 0.064 175 11.20 R-10 Continuous Exterior � I Slab Below Grade (see Figure 1) F-Factor X Length UA Instructions I 0.303 F 87 26.21 R-21 int Plus R-5 ci t Slab on Grade (see Figure 1) F-Factor X Length UA Instructions 0.540 25 13.23 R-10 Perimeter Location of Ducts Instructions Duct Leakage Coefficient Conditioned Space I 1.00 Sum of UA 488.25 Envelope Heat Load 22,459 Btu / Hour Figure 1. Sumof UAXAT Air Leakage Heat Load 13,609 Btu/Hour Volume X 0.6 X AT X .018 Above Grade Building Design Heat Load 36,068 Btu /Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 36,068 Btu /Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 45,085 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump 1 East Residence WSEC simple Heating system size: washington state Thie h-finn ¢ -t- ci�inn ie h.eerl nn +he Preerrin+iv Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information Premier Homes, LLC Brian Cloward for cSd - Heidi Goldstick 323 Daley St (East) ADU 630 NW 81st St Seattle, WA 98117 Edmonds, WA 98020 phone: 206 755-0759 E-mail:briancloward@comcast.net Heating System Type: C All other Systems CHeat Pump To see detailed instructions for each section, place your cursor on the word 'Instructions". Design Temperature Instructions Design Temperature Difference (AT) 46 I Seattle: Sea-Tac AP AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 511 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 8.4 4,280 Glazing and Doors U-Factor X Area = UA Instructions ( u-o.za . l 0.280 73 20.30 Skylights U-Factor X Area = UA Instructions 0.50 --- Insulation Attic U-Factor X Area = UA Instructions -R 49 0.026 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions No Vaulted Ceilings in this project. --- -------- Above Grade Walls (see Figure 1) U-Factor X Area UA Instructions R-21 Intermediate � Y 1 0.056 470 26.32 Floors U-Factor X Area UA Instructions No Floors above unconditioned spaces. _ I --- -------- Below Grade Walls (see Figure 1) U-Factor X Area UA Instructions R-21int plus R-Sci �r I 0.028 230 6.44 Slab Below Grade (see Figure 1) F-Factor X Length UA Instructions R-21 int Plus R-5 ci � I I 0.303 65 19.70 Slab on Grade (see Figure 1) F-Factor X Length UA Instructions R-10 Perimeter I 0.540 11 5.94 Location of Ducts Instructions Duct Leakage Coefficient Conditioned Space I 1.00 Sum of UA 78.70 Envelope Heat Load 3,620 Btu / Hour Figure 1. Sum of UA X AT Air Leakage Heat Load 2,126 Btu / Hour Volume 0.6XATX.018 Above Grade Building Design Heat Load 5,746 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 5,746 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 7,183 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump ADU East WSEC L Window, Skylight and Door Schedule Project Information Premier Homes, LLC 323 Daley St (East) Edmonds, WA 98020 Ref. 1-1-factor Exempt Swinging Door (24 sq. ft. max.) eA Mfr 0.24 Exempt Glazed Fenestration (15 sq. ft. max.) Contact Information Brian Cloward for cSd - Heidi Goldstick Seattle, WA 98117 206 755-0759 or briancloward@comcast.net Width Height Qt. Feet inc" Feet In°" Area UA 1 3 ° 6 a Vertical Fenestration (Windows and doors) Component Width Height Description Ref. 1-1-factor Qt. Feet Inch Feet Inc" Area UA A Sierra Pacific vinyl pict dbl arg-th brk Mfr 0.28 A-o Sierra Pacific vinyl case dbl arg-th brk Mfr 0.28 B Sierra Pacific vinyl pict dbl arg-th brk Mfr 0.28 B-o Sierra Pacific vinyl case dbl ar -th brk Mfr 0.28 C Sierra Pacific vinyl sldr dbl ar -th brk Mfr 0.28 D Sierra Pacific vinyl pict dbl arg-th brk Mfr 0.28 E Sierra Pacific vin comb sldr dbl ar -th brk Mfr 0.28 F Sierra Pacific vinyl pict dbl arg-th brk Mfr 0.28 G Sierra Pacific vinyl pict dbl arg-th brk Mfr 0.28 H Sierra Pacific vin comb sldr dbl ar -th brk Mfr 0.28 1 Sierra Pacific vinyl pict dbl ar -th brk Mfr 0.28 J Sierra Pacific vin comb sldr dbl arg-th brk Mfr 0.28 K Sierra Pacific vin comb sldr dbl arg-th brk Mfr 0.28 eA - Therma-Tru door Mfr 0.40 eB - entry pivot door Mfr 0.30 eC - Sierra Pacific vin sliding door dbl ar -th brk Mfr 0.28 eD - Panorama Door Mfr 0.24 eE - Therma-Tru smooth star Mfr 10.14 Overhead Glazing (Skylights) Component M©oM� MMEMO MMEMO MMEMO MM=MO ©MEM� =ME= MMEMO MMEM ©_E=� MMEM� =ME= MMEME 8.8 2.45 26.3 7.35 63.0 17.64 21.0 5.88 42.0 11.76 30.0 8.40 30.0 8.40 30.0 8.40 39.0 10.92 78.0 21.84 25.5 7.14 51.0 14.28 76.5 21.42 0.0 0.00 20.0 8.00 32.0 9.60 40.0 11.20 72.0 17.28 120.0 16.80 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA 1 805.01 208.76 Vertical Fenestration Area Weighted U = UA/Area 0.26 UeSCrlption KeT. U-Tacior Milouard Skvlioht Dict dbl arg-th brk I Mfr 10.50 Width Height Qt. Feet Inch Feet Inc" MMEME =MEMO =MEMO =MEMO =MEMO =MEMO Sum of Overhead Glazing Area and UA (07/01/13) Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) Window, Skylight and Door Schedule Project Information Premier Homes, LLC 323 Daley St (East) ADU Edmonds, WA 98020 Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component uescrlptlon KeT. U-Tacior B Sierra Pacific vinyl pict dbl arg-th brk I Mfr 10.28 C Sierra Pacific vinvl sldr dbl ara-th brk I Mfr 10.28 eA - Therma-Tru door IMfr 10.40 1 Overhead Glazing (Skylights) Component Contact Information U1�1�11111L1 M� 11 111 11 111 11 111 11 111 11 011lll111 31.11 15.54 0.50 856.1 229.10 Brian Cloward for cSd - Heidi Goldstick Seattle, WA 98117 206 755-0759 or briancloward@comcast.net Width Height Qt. Feet Inch Feet Inch Area UA Width Height Qt. FP.P.t Inch FPPt Inch MMEME MMEME =MEMO =MEMO MMEME =MEMO =MEMO MM■M■ =MEMO =MEMO MMEME =MEMO =MEMO MMEME =MEMO 11 111 11 111 UR�t�111le1 0 ' 1 11 111 11 111 11 :11 11 111 11 111 11 011lll111 11 111 11 111 11 111 11 111 11 111 11 011lll111 11 111 11 011lll111 Sum of Vertical Fenestration Area and UA 1 72.51 22.70 Vertical Fenestration Area Weighted U = UA/Area 1 0.31 KeT. U-Tacior Width Height X Feet Inch Feet Inc" Sum of Overhead Glazing Area and UA (07101113) Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) /9-t��1e1 11 111 11 111 11 111 11 111 11 111 11 111 0.01 0.00 0.00 72.51 22.70 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Premier Homes, LLC cSd Brian Cloward - Heidi Goldstick 323 Daley St (East) 630 NW 81st St Seattle, WA 98117 Edmonds, WA 98020 206 755-0759 or briancloward@comcast.net This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative All Climate Zones R-Valuea U-Factor' Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb e n/a n/a Ceilingk 491 0.026 Wood Frame Wall,,m,n 21 int 0.056 Mass Wall R-Value' 21/21" 0.056 Floor 309 0.029 Below Grade Wall"m 10/15/21 int + TB 0.042 Slab R-Value & Depth 10, 2 ft n/a 1 able K4U2.1.1 and I able K4132.1.3 Footnotes included on Page 2. Date Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. E1 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑ 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑ 4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Ootion Description Credit(s) la Efficient Building Envelope 1 a 0.5 lb Efficient Building Envelope 1 b 1.0 1 c Efficient Building Envelope 1 c 2.0 ld Efficient Building Envelope ld 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions O 0.5 Ll 1-1 0 0.5 171 El 1.0 El El 0 0.5 0 1.0 El 171 * 1200 kwh 0.0 3.50 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Premier Homes, LLC cSd Brian Cloward - Heidi Goldstick 323 Daley St (East) ADU 630 NW 81st St Seattle, WA 98117 Edmonds, WA 98020 206 755-0759 or briancloward@comcast.net This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative ------------------------------------------- Date ___________________________ All Climate Zones R-Valuea U-Factor' Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceilingk 491 0.026 Wood Frame Wall9 m" 21 int 0.056 Mass Wall R-Value' 21/21" 0.056 Floor 1309 10.029 Below Grade Walic'm 10/15/21 int + TB 0.042 Slab R-Value & Depth 10, 2 ft n/a "Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. ❑ 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑ 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑ 4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) 1 a Efficient Building Envelope 1 a 0.5 1 b Efficient Building Envelope 1 b 1.0 1 c Efficient Building Envelope 1 c 2.0 1d Efficient Building Envelope ld 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions 121 0.5 17 El El 0.5 El El El 121 0.5 El El ------- 1*1200 kwh 0.0 1.50 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+T13" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. " Reserved. ' The second R-value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote ' Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. "10/15/21.+T13" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+T13" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. " Reserved. The second R-value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. I Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. briancloward @comcast.net 630 nw 81st Street Seattle, wa 98117 206.755.0759 revisions Rev Date Description 2021-0422 city corrections 1 Q sheet contents Energy code information, WSEC prescriptive credits Heating system sizing WSEC glazing schedule professional stamp below jurisdiction stamp below permit review A 4.2e January 28, 2021 SET REBAR & CAP EMW LS #44651 O FOUND REBAR & CAP (AS SHOWN) ® FOUND CASED MONUMENT (AS SHOWN) ® FOUND BRASS DISK (AS SHOWN) �PMT� POWER METER P POWER POLE j POWER POLE W/LIGHT, TRANSFORMER & DROP SIGN STORM DRAIN MANHOLE /s) SEWER MANHOLE ,Co/ SEWER CLEANOUT WATER METER WATER VALVE FRUIT TREE (R) DISTANCE PER REFERENCE (M) DISTANCE AS MEASURED (C) DISTANCE AS CALCULATED LS LICENSED LAND SURVEYOR F.F. FINISHED FLOOR HOGWIRE FENCE WOOD FENCE OH OH OH OH OVERHEAD UTILITY LINE --D----D----D----D--- STORM DRAIN LANE -S- - - - S - - - - S - - - -S_ - - SEWER LINE -W----W----W----W--- APPROXIMATE WATER LINE UTILITY CONTACTS STORM SEWER: EDMONDS PUBLIC WORKS (425) 771- 0235 SANITARY SEWER: EDMONDS PUBLIC WORKS (425) 771- 0235 WATER: EDMONDS PUBLIC WORKS (425) 771- 0235 ELECTRIC. SNOHOMISH COUNTY PUD PHONE. (425) 783-1000 GAS: PUGET SOUND ENERGY PHONE (888) 321- 7779 TELEPHONE: VERIZON PHONE. (800) 922-0204 FIRE DEPARTMENT: SOUTH COUNTY FIRE (425) 551-1200 HORIZONTAL DATUM NAD 1983(2011); PER RTK GPS TIES AND THE WASHINGTON STATE REFERENCE NETWORK (WSRN). UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. VERTICAL DATUM NAVD 1988 PER RTK GPS TIES AND THE WASHINGTON STATE REFERENCE NETWORK (WSRN). UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. LEGAL DESCRIPTION HAUL R 0 UTE NOTE: - WEST ON DALEY STREET TO 3RD AVENUE NORTH - SOUTH ON 3RD AVENUE NORTH TO DAYTON STREET - WEST ON DAYTON STREET TO SR 104 & MERGE ONTO SR 104 PARCEL A LOTS 31, 32 AND ALL THAT PORTION OF LOT 30 LYING ON THE WEST SIDE OF FOURTH STREET AS EXTENDED, ALL IN BLOCK 119, THE CITY OF EDMONDS, SNOHOMISH COUNTY, WA, ACCORDING TO PLAY THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SAID COUNTY, SITUATE IN THE COUNT OF SNOHOMISH, STATE OF WASHINGTON. CONTAINING 7208 SQ. FEET PARCEL B LOTS 33 AND 34, ALL IN BLOCK 119, THE CITY OF EDMONDS, SNOHMOMISH COUNTY, WA, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SAID COUNTY, SITUATE IN THE COUNT OF SNOHOMISH, STATE OF WASHINGTON. CONTAINING 6600 SQ. FEET NOTES: 1. A SEPARATE DEMOLITION PERMIT IS REQUIRED FOR REMOVAL OF ANY EXISTING BUILDING. 2. THIS PERMIT DOES NOT AUTHORIZE GRADING ACTIVITY TO CROSS PROPERTY LINES OR AFFECT ADJACENT PROPERTIES UNLESS EXPLICITLY AUTHORIZED BY THE OWNER(S) OF THE PROPERTIES) AFFECTED. J. UNDERGROUND ALL NEW AND EXISTING ON -SITE TRANSMISSION LINES FROM THE BUILDING TO THE POINT OF ORIGIN AT THE PRIMARY/DISTRIBUTION LINES FOR THE UTILITIES 4. ADJUST ANY EXISTING UTILITY WHICH MAY CONFLICT WITH STREET OR UTILITY IMPROVEMENTS. REFERENCE SURVEYS Rl) THE PLAT OF THE CITY OF EDMONDS, SNOHOMISH COUNTY, WA, RECORDED IN VOLUME 2 OF PLATS, PAGE 39 R2) RECORD OF SURVEY, RECORDING NO. 201112215004 R3) RECORD OF SURVEY, RECORDING NO. 9104255001 R4) RECORD OF SURVEY, RECORDING NO. 200708JO5220 R5) STATUTORY WARRANTY DEED, RECORDING NO. 200211200190 R6) SUPERIOR COURT DECREE NO. 10928 RECORDS OF SNOHOMISH COUNTY AUDITOR'S OFFICE CALL 3 WORKING DAYS BEFORE YOU DIG � 8// AleUTILITIES UNDERGROUND LOCATION CENTER (ID, MT, ND, OR, WA) SAFETY PRECAUTION SHALL BE IMPLEMENTED BY ELECTRIC - RED SEWER -GREEN GAS/OIL- YELLOW CONTRACTOR(S) A TALL TRENCHINGINACCORDANCE SURVEY -PINK TEL/CAN-ORANGE PROPOSED -WHITE WITH CURRENT OSHA STANDARDS WATER -BLUE FOUND CASED TACK IN 3/4' IRON PIPE SURVEYOR'S NOTES 235.65'(C) 235.69'(R2) 1. THE PURPOSE OF THIS SURVEY IS TO DETERMINE THE LOCATION OF THE BOUNDARIES AND PROVIDE TOPOGRAPHIC INFORMATION OF THE PARCEL AS DESCRIBED HEREON. 2. THIS SURVEY WAS MADE BY FIELD TRAVERSE USING A LEICA 1203 3" ROBOTIC TOTAL STATION AND GS14RTK GPS WITH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC 332-130. 3. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. 4. THE LEGAL DESCRIPTION IS PER RECORDS OF SNOHOMISH COUNTY AUDITOR'S OFFICE, RECORDING NO. 200802290945, DATED FEBRUARY 29, 2008. 5. FIELD WORK FOR THIS PROJECT WAS PERFORMED IN OCTOBER, 2020 AND IS THEREFORE A REFLECTION OF THE CONDITIONS AT THAT TIME. ALL MONUMENTS WERE VISITED OR SET IN OCTOBER, 2020. THIS SITE CONTAINS IMPROVEMENTS NOT LOCATED OR SHOWN AS A PART OF THIS SURVEY. 6. THIS SURVEY DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY. 7. OVERHEAD UTILITY LINES SHOWN ON THIS MAP ARE INTENDED TO SHOW THE DIRECTION OF THE OVERHEAD UTILITY LINES ONLY AND DO NOT REPRESENT THE ACTUAL WIDTH, NUMBER OR LOCATION OF LINES(S) ON THE UTILITY POLES. NW 1/4 OF SW 1/4 SEC 24, TWP. 27N., RGE 03E., W.M. COVER SHEET PARKER EDMONDS DALEY EAST SFR d \ ° ° n as I O C ° ° I I 1 a11 ALLEY ° N88'45_21"W 126 T_ °� IIN88'45'21"W so.00' 66.34' 5' BSBL - - - 25.43' GARAII s° FOUND REBAR k I GE LOT31 LOT 30 It CAP "LSA 22969" I / I I FFE=59.00' I I 1 a LOT 32 I I I I zs a of I m LOT 35 m 14" J LOT A o I 7, 080I SF m N N I ��a � ICI I I m► I I I � I I N, I r a PROPOSED SF? tOUSE I I o I SEE ARCHITECTURAL HOUSE PLANS II I� I I LOT B UNDER 0� FFE=60.0' I I I a SEPARA TE PERMIT D I I N�p / m I LOT B 6,600 SF± / o 5' PRI VA TE DRA NAGE 1 EASEMENT TO BENEFIT LOT A-20' esei ° d ---1---------------------- ° I ?5. O° FOUND REBAR g- - - - - - - - - - - - - - - - - - - I a CAP "LSA 22969" I 10' SNO PUD ° EASEMENT 60.00, PORTION 0 LOT 30 52.D• B D. "6.7' 6D.DD TO BE DE lCA TED TO d A A N68''". o' ° ° ° d a lIf Cl TY OF DMONDS G 4521W 120 ° ° o a I ° - d° ° e d' i ° 128 SF f I II I I m I I n I I I I b I I ham' GRAPHIC SCALE 20 0 10 20 SCALE: 1" = 20' 25' 0 I I ry 6" CONC PIPE I I OF EDMONDS DIRECTION PER CITY OF � 588'45'21"E 450.00'(R2) I I EDMONDS qS 588'45'21'E 356.30'(R3)(R4) _ DALEYST 588'45'21"E 329.35'(C) 329.32'(R1)(R2) /F..NDED TACK IN 3/4- IRON PIPE WA D.O.E. SOIL AMENDMENT NOTES SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. SOIL QUALITY. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING. 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN PLANTING BEDS, AND 59 ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL J. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: A. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 659, AND A CARBON TO NITROGEN RATIO BELOW 25: 1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35: 1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. B. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIALS MEETING (A.) ABOVE, OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND MEETING THE CONTAMINANT STANDARDS OF GRADE A COMPOST FOUND 2 1/2" BRASS DISK ON SURFACE FOUND 3' BRASS DISK ON SURFACE CONSTRUCTION SEO UENCE 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. J. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATIONOUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY 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. 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. 13. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 14. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. SHEET INDEX 1. COVER SHEET 2. T.E.S.C. PLAN 3. SITE IMPROVEMENT PLAN 4. CONSTRUCTION DETAILS - 1 5. CONSTRUCTION DETAILS - 2 I� II 432 , t SITE few DAUY ST. PROJECT DATA PROPERTY ADDRESS. TAX LOT NUMBER: SI TE AREA: ZONING DESIGNATION: VICINITY MAP NOT TO SCALE 327 DALEY ST, EDMONDS, WA 00434211903000 7,080 SF (0.16 AC.) R-6 PROJECT CONTACTS OWNER/ DALEY STREET BUILDERS, LLC APPLICANT. • 323 DALEY STREET EDMONDS, WA 98020 PHONE. (425) 359-9789 CONTACT DENNIS PARKER ARCHITECT. CLOWARD SUSTAINABLE DESIGN 630 NW 81ST ST SEA TTLE, WA. 98117 PHONE: (206) 755-0759 CONTACT: BRIAN CLOWARD Cl VIL ENGINEER: LI TCHFIELD ENGINEERING 12840 81ST AVE NE KIRKLAND, WA 98034 PHONE. (425) 821-5038 CONTACT.- KEI TH LI TCHFIELD, PE SURVEYOR: INFORMED LAND SURVEY PO BOX 5137 TACOMA, WA 98415 PHONE. (253) 627-0137 CONTACT.- EVAN WAHLSTROM GEOTECHNICAL THE RILEY GROUP ENGINEER: 17522 BOTHELL WAY NE BOTHELL, WA 98011 PHIONE. (425) 415-0551 CONTACT.- DAVID BAUMGARTEN, LHG ARCHITECTURAL & STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 2. SPECIAL INSPECTIONS FOR STRUCTURAL ASPECTS OF OF THE PROJECT MAY BE REQUIRED DURING VARIOUS STAGES OF THE PROECT. CONTRACTOR TO BE RESPONSIBLE FOR COORDINATION AND OBTAINING INSPECTIONS WHEN AND WHERE NECESSARY. 3. SEE ARCHITECTURAL PLANS FOR BUILDING SECTIONS AND ALL LOCATIONAL/DIMENSIONAL ASPECTS OF BUILDINGS. 4. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL BUILDING AND RETAINING WALL DETAILS. 5. COORDINATE ALL SITE CIVIL CONSTRUCTION WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL/PLUMBING AND LANDSCAPE PLANS SITE IMPR 0 VEMENT NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRE -CONSTRUCTION MEETING. 2. RETAINING WALLS GREATER THAN FOUR (4) FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMI T. J. FILL MATERIAL PLACED UNDER BUILDING FOUNDATIONS OR PAVEMENT SHALL BE CRUSHED BASE ROCK OR COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH CITY AND WSDOT STANDARD SPECIFICATIONS. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. 5. THIS PLAN DOES NOT SHOW THE LOCATION OF ALL EXISTING UTILITIES, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO EXCAVATION. 6. THE CONTRACTOR SHALL EXPOSE ALL EXISTING PIPING THAT WILL BE CONNECTED TO WITH NEW PIPING. DEPTH, LOCATION, AND CONDITION SHALL BE RELAYED TO THE ENGINEER IF CONDITIONS VARY SIGNIFICANTLY FROM WHAT IS DETAILED OR ANTICIPATED. 7. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO DETAILS AND SPECIFICATIONS OF CITY STANDARDS. ALL CONSTRUCTION DEBRIS GENERATED DURING CONSTRUCTION TO BE REMOVED & DISPOSED OF AT AN APPROVED LOCATION OFF SI TE. 8. ALL CUT MATERIAL GENERATED DURING THE PROJECT THAT IS NOT ACCEPTABLE FOR USE AS COMPACTED FILL MATERIAL AT ANOTHER LOCATION ON -SITE MUST BE HAULED TO AN APPROVED LOCATION OFF -SITE. BY. APPROVED FOR CONSTRUCTION CITY OF EDMONDS 0 CITY ENGINEERING DIVISION Date JOB No. _LS 4 TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: \ 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 REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 PUBLIC WORKS ENTRANCE STANDARD DEPARTMENT DETAIL S t 1 g 9 APPROVED BY: R. ENGLISH E R- 9 01 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 0 I N NATIVE BACKFILL MATERIAL 8" I FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS -\ WIRE MESH FENCE TO SUPPORT FILTER II FABRIC N BURY BOTTOM OF FILTER N 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. `St. 18y- CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R- 9 0 0 J° CONSTRUCTION ° q C ° ENTRANCE PER COE STD PLAN CE-ER-901 CI\ EDGE OF GRAVEL I RLvT EECFLTFR FABRIC ` 1 . l FENCING PER STD EDGE OF GRAVEL (ALLEY CE-ER-900 `� I 1 / - e°e°e°e°e°ease ' ;1 WOOD FENCE 60.00, 1188.45.211W I ON LIN „� 000°O°O°O°O°00°O° 1 O 000000000 ' 25,43' 00 00000000 A 1 EXISTING 0000 00°000000000°O / 1 GARAGE 00090000000 11 I 00000ee°eee000000°°°ee I / LOT 3 i � a I GRAPHIC SCALE FOUND ROAR o °°°°°°°°°°° / TEMP. '`QT30 11' ooeee000eee CAP "LSA 22989" 0000000000 I 00000000000 000eee000ee LOT 32 I I i�5, 25' I ooeee000eee $TOCKPII_E AID 20 0 10 20 I to-C /�R WITHIN I ;► LOT35 ,4 24 HOURS / SCALE: 1" = 20' <�< < / TREE TO BE I s a PROTECT AA:A OF INFILTRATION REMOVED TRENCH WITH 4' HIGH ORANGE / CONSTRUCTION BARRIOR FENCIN( V \ I ^ I I G NO EARTH110TK EXCEPT TO / ` EXCAVATE FOR TRENCH �` j n� 7 a NOTE.- ALL DISTURBED I I ALL STRUCTURES, PERVIOUS AREAS TO BE COMPOST AMENDED PER V \ I A CONCRETE, AND , 2014 SWMMWW BMP RETAINING WALLLSLS Ary T5.13. INTERNAL FENCING TO BE REMOVED. 1 a' of F.F. EL-60.92' NOTE.• INSTALL AND REMSTING ESIDENCE MAINTAIN ALL TESC I MEASURES IN ACCORDANCE TO APPROVED PLANS, CITY OF EDMONDS, STANDARD I % \° DETAILS, AND ALL OTHER WOOD PORCH MEASURES THAT MAYBE CLEARING AND a <° REQUIRED DURING GRADING LIMITS / CONSTRUCTION. jz WESTERLY EXTENEN Li {+ � c a FOUND ROAR & °a CAP "LSA 22969" CONCRETE WALKWAY n WOOD FENCE 0 1 zs• 0.3, W 60.00' -SB / _ � -PORTION 0 LOT JO 52.0' 8.0• 80.00 O Bb O N8W45'21-W 120. ' a ° � + TO BE DE ICATED TO L e CONC. SIDEWALK ° a A < G �' , a ' A J CITY OF DMONDS f CONC. CURB 128 SF •l ----D----D----D-\-D----D----D---- �- H OH OH CALL 3 WORKING DAYS BEFORE YOU DIG 1-11, I I\� -W- - - -W- - W- -W- �PPROXIMATF, WAIER LINE PER CNy, pF EDMONOS GIS 811 YY VV VV----w -- w----W----W- `'0 ery Iw w-h�W %tI -WUTILITIES UNDERGROUND LOCATION CENTER (lD, MT, ND, OR, WA) / ^ , - - - - CONC PIPE - S - - - S - - _ _ 88'45'21' 450.00' ) - \ I / / OF EDMON SDIRECTION E GISITY SAFETYPRECAURON SHALL BE IMPLEMENTED BY ELECTRIC -RED SEWER -GREEN GAS/OIL- YELLOW S88'45'21"E 356.30'(R3)(R4) ' �1 CONTRACTOR(S)ATALL TRENCHING INACCORDANCE SURVEY -PINK TEL/CAN-ORANGE PROPOSED -WHITE WITH CURRENT OSHA STANDARDS WATER -BLUE \ DALEY ST \ I S88'45'21"E 329.357(C) 329.32'(Rl)(R2) NOTE. FILTER SOCKS PER COE ER-902 \ / / SHALL BE ADDED TO DOWNSTREAM CATCH / BASINS IN THE VICINITY OF CONSTRUCTION. \ V CONC CURB rnur n _` EROSION & SEDIMENT CONTROL NOTES 1. PRIOR TO BEGINNING EARTH DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRADING, ALL CLEARING LIMITS, EASEMENTS, SETBACKS, TREES AND DRAINAGE COURSES SHALL BE CLEARLY DEFINED AND MARKED IN THE FIELD TO PREVENT DAMAGE AND OFFSITE IMPACTS. 2. CONSTRUCTION VEHICLE ACCESS AND EXIT SHALL BE LIMITED TO ONE ROUTE IF POSSIBLE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENTS ONTO PUBLIC STREETS. WHEEL WASH OR TIRE BATHS SHALL BE LOCATED ON -SITE IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE THE PAVEMENT SHALL BE O O O 0 O O O O O O O O O O O O O O a O O O ,. <e FILTER( SOCK WITH OVER FLOW HOLES (TYP) c °: . n r A A `St. 18y a'a NOTES: CATCH BASIN 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. REVISION DATE CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R- 9 0 2 CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE PAVEMENT BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. STREET WASHING WILL ONLY BE ALLOWED AFTER SEDIMENT IS REMOVED IN THIS MANNER. PAVEMENT WASHING SHALL NOT OCCUR UNTIL ALL STORM DRAIN INLETS, LOCATED DOWNSTREAM OF THE WASHING AREA, HAVE BEEN PROTECTED BY PLACEMENT OF A FILTER CLOTH UNDER THE INLET GRATE. 3. PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM THE PROJECT SITE. 4. PRIOR TO LEAVING THE SITE, STORMWATER RUNOFF SHALL PASS THROUGH APPROVED SEDIMENT BARRIERS OR FILTERS, DIKES, OR ANY OTHER APPROVED FACILITY INTENDED TO TRAP SEDIMENT. THESE SEDIMENT CONTROLLING MEASURES SHALL BE CONSTRUCTED AS THE FIRST STEP IN GRADING. THESE FACILITIES SHALL BE FUNCTIONAL BEFORE ANY OTHER LAND DISTURBING ACTIVITY TAKES PLACE. EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO THE TIMING INDICATED UNDER ITEM 5. 5. ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED BY THE PLACEMENT OF SOD OR OTHER VEGETATION PLASTIC COVERING, MULCHING, APPLICATION OF BASE ROCK WITHIN AREAS TO BE PAVED, OR SOME OTHER APPROVED MEANS, TO PROTECT THE SOIL FROM THE EROSIVE FORCES OF RAINDROP IMPACT AND FLOWING WATER. FROM OCTOBER 1 THROUGH APRIL 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN 2 DAYS. FROM MAY 1 THROUGH SEPTEMBER 30, NO SOIL SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN 7 DAYS. THIS CONDITION APPLIES TO ALL SOILS ON SITE, WHETHER AT FINAL GRADE OR NOT. THE SOIL STABILIZATION MEASURES SELECTED SHOULD BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, ESTIMATED DURATION OF USE, AND THE POTENTIAL WATER QUALITY IMPACTS THAT THE STABILIZATION MEASURES MAY HAVE ON THE DOWNSTREAM WATERS. SOIL STOCKPILES SHALL BE STABILIZED AND PROTECTED WITH SEDIMENT TRAPPING MEASURES. 6. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. CONSIDER SOIL TYPE AND ITS POTENTIAL FOR EROSION. REDUCE SLOPE RUNOFF VELOCITIES BY (1) REDUCING THE LENGTH OF CONTINUOUS SLOPES BY USING TERRACING AND DIVERSIONS, (2) REDUCING THE GRADE OF THE SLOPE, AND (3) ROUGHEN SLOPE SURFACE. CONTAIN DOWNSLOPE COLLECTED WATER IN PIPES OR PROTECTED CHANNELS. 7. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR TREATED TO REMOVE SEDIMENTS. 8. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION. STABILIZATION, INCLUDING ARMORING MATERIAL, ADEQUATE TO PREVENT EROSION AT ALL DISCHARGE POINTS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES, SHALL BE PROVIDED. 9. ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT OCCUR ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT AND VEHICLES INVOLVING OIL CHANGES, HYDRAULIC SYSTEM DRAIN DOWN, SOLVENT AND DE -GREASING CLEANING OPERATIONS AND OTHER ACTIVITIES WHICH MAY RESULT IN DISCHARGE OR SPILLAGE OF POLLUTANTS TO THE GROUND OR INTO STORMWATER RUNOFF, MUST BE CONDUCTED UNDER COVER AND ON IMPERVIOUS SURFACES. THESE SURFACES SHALL BE CLEANED IMMEDIATELY FOLLOWING ANY DISCHARGE OR SPILLAGE INCIDENT. WHEEL WASH, OR TIRE BATH WASTEWATER, SHALL NOT BE DISCHARGED TO THE STORM DRAIN, OR ON -SITE STORMWATER TREATMENT SYSTEM. 10. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. GRADING NO TES 1. ALL CUT MATERIAL GENERATED DURING THE PROJECT THAT IS NOT ACCEPTABLE FOR USE AS COMPACTED FILL MATERIAL AT ANOTHER LOCATION ON -SITE MUST BE HAULED TO AN APPROVED LOCATION OFF -SITE. 2. ALL TEMPORARY OR PERMANENT SLOPES SHALL NOT EXCEED 2H: 1 V UNLESS APPROVED BY A GEOTECHNICAL ENGINEER. J. FILL MATERIAL PLACED UNDER BUILDING FOUNDATIONS OR PAVEMENT SHALL BE CRUSHED BASE ROCK OR COMPACTED STRUCTURAL FILL IN ACCORDANCE TO WSDOT STANDARD SPECIFICATIONS. 4. ROCKERY AND/OR RETAINING WALLS GREATER THAN FOUR (4) FEET IN HEIGHT REQUIRES A BUILDING PERMIT. 5. IT WILL BE THE PERMITEE'S RESPONSIBILITY TO SUCCESSFULLY CAP AND ABANDON ALL EXISTING UTILITIES WITHIN THE DEVELOPMENT IN ACCORDANCE TO THE GOVERNING UTILITY AGENCY. 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) - 2020 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 J. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSI TE 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 Revised 05.15.2017 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 MANAGEMENT FACILITY. 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@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM 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 57. 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 Revised 05.15.2017 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. APPROVED FOR CONSTRUCTION CITY OF EDMONDS I CITY ENGINEERING DIVISION Date > �~ • C) LLI F U o Z U `Z J LJ - U U o o LLJ o w m ::D w (n Of r m J J 0 Y Y C_� ti Lt1 N 00 d in wo G x z� og Li] Q d� o O •'" N �00 N a N cr LL c* I ♦ ) yr Q c)J J J ZW��N Ld 00 00 J W aJ Z oc�� a I Q m >- � a) Vp`WLLJ �JU� Ld LI 0 a: (f) a .Z �� >_�� Q W �_ cr Lu CL SHEET 2 of 5 JOB No. BUILDING DEPARTMENT CONSTRUCTION NOTES EXTEND LINER AS NEEDED TO SECURE DURING CONSTRUCTION DESIGN WATER SURFACE ELEVATION PERMEABLE PAVEMENT SECTION, SEE NOTE 2 CHECK DAM SPACING = 11' SLOPE 3" CHECK DAM CLEARANCE I12" (MIN) COVER 3" (MIN) KEY I 30 MIL LINER (TYP), SEE NOTE 4 CHECK DAM 12" (MIN) HEIGHT=S" SLOTTED PVC IMPERMEABLE LINER CHECK DAM UNDERDRAIN PIPE 6" (MIN) BEDDINGJ WITH SUBSURFACECONTROL STRUCTURE PER STD DETAIL NOTES: SD-628, SEE NOTE 3 1. DESIGNER SHALL DETERMINE AND SPECIFY SUBSURFACE CHECK DAM SPACING BASED ON THE SUBGRADE SLOPE AND DESIGN AVERAGE STORAGE DEPTH REQUIRED. TYPICAL MAXIMUM SPACING CAN BE ESTIMATED BY DIVIDING THE CHECK DAM HEIGHT BY THE SUBSURFACE SLOPE. 2. SEE STD DETAIL SD-621 THROUGH SD-624 FOR PERMEABLE PAVEMENT SECTION. 3. IF REQUIRED, UNDERDRAIN PIPE SHALL BE 6" MINIMUM DIAMETER (PRIVATE), 8" MINIMUM DIAMETER (PUBLIC). SLOPE PIPE AT 0.5% MIN UNLESS OTHERWISE SPECIFIED. PROVIDE ONE CLEANOUT (MIN) PER 100 FEET OF UNDERDRAIN, AND AT EACH END. LOCATE UNDERDRAIN BELOW STRUCTURAL PAVEMENT BASE DEPTH. 4. LINER SHALL BE HDPE CONFORMING TO GEOSYNTHETIC RESEARCH INSTITUTE (GRI) GM13 OR LLDPE CONFORMING TO GRI GM17. REVISION DATE PERMEABLE PAVEMENT DECEMBER 2017 CITY OF EDMONDS SUBSURFACE f"- �11 PUBLIC WORKS CHECK DAMS STANDARD DEPARTMENT D ETAI L Fs t g9� APPROVED BY: R. ENGLISH S D - 627 4" (MIN) PAVEMENT BASE COURSE, SEE NOTE 2 6" PATB: 2" (MIN) (MIN) OR CSCC: 3" (MIN) OR PER MANUFACTURER RECOMMENDATION 6" (MIN) 1' (MIN) ABOVE SEASONAL HIGH GROUNDWATER TABLE OR HYDRAULICALLY RESTRICTIVE LAYER GENERAL NOTES: POROUS HMA/WMA, SEE NOTE 1 PERMEABLE ASPHALT TREATED BASE COURSE OR CRUSHED SURFACING CHOKER COURSE, SEE NOTE 3 PERMEABLE BALLAST, SEE NOTE 4 RUNOFF TREATMENT LAYER (IF REQUIRED PER EDMONDS STORMWATER CODE), SEE NOTE 5 SUBGRADE, SEE NOTE 6 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. NOTES: 1. POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-04. SURFACE SLOPE SHALL BE BETWEEN 0.5% AND 5%. 2. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. 3. PERMEABLE ASPHALT TREATED BASE (PATB) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-SA2. CRUSHED SURFACING CHOKER COURSE (CSCC) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT2. 4. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1. 5. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2017 CITY OF EDMONDS STORMWATER ADDENDUM. 6. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. REVISION DATE CITY OF EDMONDS TYPICAL POROUS APRIL 2021 ASPHALT PAVEMENT PUBLIC WORKS DEPARTMENT `st. APPROVED BY: R. ENGLISH STANDARD DETAIL SD-621 FOUND CASE TACK IN 3/4 IRON PIP GRAPHIC SCALE 20 0 10 20 SCALE: 1" = 20' FOUND REBAR & CAP "LSA 22969" o LOT 35 3 COMMUNICATION UTILITIES TELEPHONE PERMEABLE PAVEMENT TO \ V, E, CABLE, MATCH EXISTING GRADE ETC. (SPECIFIC LOCATION \ TO BE DETERMINED BY 54 UTILITY PURVEYOR) 17 �59•�3 \ nAc orn, CE T - ALLEY FROM 3RD AVENUE NORTH PERMEABLE P ENT PER DISCUSSIW WI TH PSE. ALLEY PER COE DETAIL � 2.2q SD-621 & SD-627 59.26 / OAS - CCAA$$ B GAS GAS - GAS N88'45'21"W/12fi.34' 60.00' 4P I PERMEABLE 66.34' PAVEMENT 5' BSBL DRIVEWAY IADU PARKING �� a I GARAGE I I I I LOT 31 I LOT 30 ELECTRIC BOX FOR I I FFE=59.00' 1 POWER SERVICE P 7i I m I LOT A D I ROOFLINE o I 7, 080I SF . NOTE: POWER SERVICE o I I I a CONDUIT TO BE ALONG Q I : 4' ROOT- DRAIN - I \ NOTE.- ALL FINAL RESTORATION WITHIN THE RIGHT-OF-WAY \SHALL BE COMPLETED BY THE CONTRACTOR, NOT THE CITY OF EDMONDS. 1 DRI VEW Y APPROJAEPER CO DETAIL %N8845'21"W 1 25.43'I Id ,OO 1 25 -REPLACE EXVEWAY APPRO CH AND GUTTER PER COE DETAIL - ' TR-520 AND SIDEWALK PER I COE DETAIL TR-531 I II WESTERN PROPERTY m NOTE. ANY LOCATION NE TO THE METER I I I 1Ic111L/AE ® SDCO WHERE PIPES ARE ASE LOCATED ALONG - J : 1.0%M/t/ (TYP) N CONVEY ALL R F DO SPOUTS LOCATED IN VEHICULAR \ THE WEST SIDE OF THE IE I I •� I I TO 33' X 5' X '' 5' DEEP TRAFFIC AREAS AND 2' �` GARAGE. OSED SFR HOUSE I I 1 I INFILTRATION NCH PIPE COVER CAN'T BE , , OB VA TION SEE ARCHITECT 1RAL PER COE STD . D-636 ACHIEVED, CONTRACTOR TO PLANS I ; ; PO FIG ELV.=60.00--61.00t MATCH FIG USE DUCTILE IRON PIPE. I HOUSE I I IE 6" PVC=56.25 I LOT B UNDER �i FFE=60.0' ; I� I I TOP ROCK=56.75 SEPARATE PERMIT C ' ' ' � s BTM ROCK=55,25 NO TE.' IF RIM TO INVERT 4" PVC PERF PIPE ELEVATION OF ANY STORM C FOOTING DRAT V STRUCTURE EXCEEDS 5' 11 1.09 MIN. (TYP) 4 AREA), DRAIN-2 �I N THEN A TYPE 2 MANHOLE I - -4" PVC �- W SOLID LID �I WILL BE REQUIRED. LOT B f 18'-4" PVC SOLID 2'09 MI ' RI b1.00t 6,600 SFt AREA DRAIN-1 I FOOTING DRAIN 0 IE� ^(W)=56.65 \B? W SOLID LID 1.09 MIN. / IE A (N)=56. / RIM=58.00t SSCO 14 0 1 6" (S)=56.A5 (OVERFLOW) CB-2 TYPE 1 PER COE IE(N)=56.19 (FOOTING) I - IE=56.00t I N \ / STD SD W SOLID LID 5' PR' VA TE DRAI�I�M)=5s.02 = RIM=57.50t MATCH FIG - -r - - 31'-6" PVC IE 4" (NE)=55.55 (FOOTING) EASEMENT TO BENEFIT LOT A 20' BSBL I� 0 1.00q / IE 6" (N,ES)=55.38 ------------------------ -- - - - - - - SOCO sl 23'-6" PVC 0 2.00quu AR_ ----SD-------- D -� sD JAP "LSA 22969" 1 I „� 27'-6" PVC / rf 42'-6" PVC zs• 10 SNO PUD 64'-6 P C 1. 0% u, / I ® 2.09 MIN. / EA SEMEN T �-°"� AN ORMER 5 W'_POR TION LOT JO =6.7•_�."�• 6' N88'45'21"W 120.00' � 1^' I TO BE DE ICA T D TO L _ REPLACE SIDEWALK PER 4 6" SSCO WITH 12" CI a CITY OF DMONDS COE TR-531, TIP LAMPHOLE COVER N 128 SF t %m--D----D----D----D--- D-�-D----D----D-- .5� PER s - -COE ftD SS-200. --W------W----W----W---- RIM=6200tMATCH FG _W- - - - IE=55.001 _ � o EXISTING WATER METER " POLIPIPE vv- - - -W /- - - - �`m - - - -W�/- - -W - I TO BE UPSIZED TO 1 " PAVEMENT REPAIR 5.69'(R2) n WATER SERVICE LINE / 29'-6" PVC PER COE GU-410 6" CONC PIPE _�- - PER COE WA-130 WITH TRACER WIRE, 2.0% MIN / olREcnoN PER aTr 88'45'21' 450.00' ) 1 OF EDMONDS GIS -S - - -�- - - - - - / CB-1 TYPE 1 PER COE STD SD-303 588.45'21"F 356.30'(R3)(R4) - - - - - - - _ W VANED GRATE \ I / SS88.45'21"E 329.35'(C) 329.32'(R1)(R2) IEI 6'SPVC (N) A54.92 TCH G DALEY ST NEW SIDE SEWER IE=51.77t o / / REPLACE EXISTING CURB RAMP / PER COE DETAIL TR-540 IE 12" CONC. (E,W)=54.42 CONNECTION PER O NOTE: COORDINATE INSTALLATION AND RESTORATION WITH CITY INSPECTOR TO MAXIMIZE CAPTURE OF STORM FLOWS AT THIS LOCATION. STORM DRAIN STRUCTURE TABLE 1O STORM DRAIN MANHOLE RIM EL=62.93' (S) 10" CONC. I.E.=58.35' (W) 12" CONC. I.E.=58.31' © STORM DRAIN MANHOLE RIM EL=51.56I (E) 12" CONC. I.E.=48.88' (SW) 12" CONC. I.E.=47.06' (NE) 12" CONC. I.E.=47.01' SEWER STRUCTURE TABLE 10 SEWER MANHOLE RIM EL=63.10' (N) 8" PVC I.E.=52.91' (E) 10" CONC. I.E.=52.19' (W) 10" CONC. I.E.=52.10' SEWER MANHOLE RIM EL=51.81' (E) 10" CONC. I.E.=45.67' (SW) 12" CLAY I.E.=45.63' (N) 10" CONC. I.E.=46.83' NOTE CURB, GUTTER, AND SIDE I TO BE REPLACED AT ANY LOCATION WHERE A UTILITY (I.E. WATER, SEWER, STORM, ETC.) CROSSING IS MADE. NOTE EXISTING FAILING, DAMAGED, OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. IF ANY PORTION OF THE SIDEWALK ON DALEY STREET OR 47H AVE IS RECONSTRUCTED, STREET TREES SHALL BE REQUIRED. R/W COE SS-202 a o�h NOTE. 3' OF HORIZONTAL SEPARATION BETWEEN WET AND DRY UTILITIES (I.E. POWER, PHONE, GAS, CABLE, ETC.). THE REQUIRED 1' VERTICAL SEPARATION BETWEEN WA AND POWER TO BE VERIFI D A T THE TIME OF CONSTRUCTIOIN. / TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN AND LANDSCAPE 3694 SOIL AMENDMENT ROOFS 2711 INFILTRATION TRENCH HARD SURFACES 675 PERMEABLE PAVEMENT OFFSITE ALLEY 1003 PERMEABLE PAVEMENT OFFSITE APPROACH 385 NONE R/W 15' PERMEABLE PAVEMENT I EXISTING GRAVEL j (TO BE REPLACED) I- / POROUS HMA/WMA 1. 0% 3:1 MAX FILL >\ PROPOSED COMMUNICA TION UTILITIES SUBGRADE EXISTING FENCE (BETWEEN DRIVEWAYS) I I 1 2:1 MAX ASE COURSE PERMEABLE PAVEMENT SECTION SHALL BE IN CONFORMANCE WITH COE DETAIL SD-621 & SD-627 ALLEY CROSS SECTION LOOKING WEST NOT TO SCALE 1. NO EXCAVATION OR FILL IS AUTHORIZED TO ENCROACH UPON A NEIGHBORING PROPERTY WITHOUT EXPLICIT AUTHORIZATION BY THE ADJACENT PROPERTY OWNER. 2. ANY CAST -IN -PLACE RETAINING WALL 4 FEET AND GREATER, MEASURED FROM TOP OF WALL TO TOE, OR ANY RETAINING WALL THAT HAS A SURCHARGE ON IT, SHALL HAVE A SEPARATE BUILDING PERMIT. J. A SEPARATE DEMOLITION PERMIT IS REQUIRED PRIOR TO REMOVAL OF ANY EXISTING STRUCTURE(S). GENERAL INFILTRATION SYSTEM NOTES CALL 3 WORKING DAYS BEFORE YOU DIG ff 811 UTILITIES UNDERGROUND LOCATION CENTER (ID, MT, ND, OR, WA) SAFETY PRECAUTION SHALL BE IMPLEMENTED BY ELECTRIC -RED SEWER -GREEN GAS/OIL- YELLOW CONTRACTORS) ATALL TRENCHING INACCORDANCE SURVEY -PINK TEUCAN- ORANGE PROPOSED - WHITE WITH CURRENT OSHA STANDARDS WATER -BLUE 1. THE INFIL TRA TION TRENCH MUST BE CONSTRUCTED LEVEL AND PARALLEL TO EXISTING CONTOURS NATIVE VEGETATION SHALL BE MAINTAINED DOWNHILL OF THE INFIL TRA TION TRENCH AS MUCH AS POSSIBLE. 2. TRENCH LOCATION IS SCHEMATIC AND ALIGNMENT SHALL BE FIELD ADJUSTED TO MATCH EXISTING CONTOURS AND TO AVOID TREES 3.IN THE EVENT OF ADJACENT TRENCHES, A MINIMUM OF 5' SEPARATION SHALL BE PROVIDED. 4. A MINIMUM OF 6" OF SOIL COVER SHALL BE PROVIDED OVER TRENCH. 5. TRENCHES SHALL BE FILLED WI TH UNIFORML Y GRADED WASHED GRA VEL WI TH NOMINAL SIZE FROM Y," TO 1 " DIAMETER. 6. TRENCH TO BE CONSTRUCTED IN ACCORDANCE TO THE DETAILS, ELEVATIONS, AND GEOMETRIC DATA PROVIDED. CHANGES TO THE CONFIGURATION OR LAYOUT SHALL BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. 7. THE INFIL TRA TION SYSTEM SHALL NOT BE PLACED INTO OPERATION UNTIL SITE WORK IS COMPLETED AND THE SITE IS COMPLETELY STABILIZED (I.E. WELL ESTABLISHED GRASS, STRUCTURES COMPLETED, AND GRAVEL DOWN, PARKING PAVED, ETC.). 8. USE OF THE INFIL TRA TION SYSTEM PRIOR TO COMPLETEL Y STABILIZING THE St TE IS LIKELY TO REDUCE THE CAPACITY OF THE SYSTEM TO PERFORM AS DESIGNED. STORM DRAIN GENERAL NOTES 1. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. BEFORE ANY CONSTRUCTION MAY OCCUR, THE CONTRACTOR SHALL HAVE PLANS WHICH HAVE BEEN SIGNED AND APPROVED BY THE CITY OF EDMONDS PUBLIC WORKS DEPARTMENT, OBTAINED ALL CITY, COUNTY, STATE, FEDERAL AND OTHER REQUIRED PERMITS, AND HAVE POSTED ALL REQUIRED BONDS. J. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WI TH THE LA TEST EDI TION OF THE CI TY OF EDMONDS PUBLIC WORKS STANDARD PLANS AND POLICIES AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). 4. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL, ALL CHANGES SHALL BE SUBMITTED TO THE CITY. 5. A COPY OF THE APPROVED STORM WATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE SATISFACTION OF THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 7. MINIMUM COVER OVER STORM DRAINAGE PIPES IN ROW OR VEHICULAR PATH SHALL BE 18 INCHES, UNLESS OTHER DESIGN IS APPROVED. 8. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEMS SHALL BE IN ACCORDANCE WITH THE APWA STANDARD SPECIFICATIONS. 9. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT DENSITY IN ROAD WA YS, ROAD WA Y SHOULDERS, ROAD WA Y PRISM AND DRI VEWA YS, AND 85 PERCENT DENSITY IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 PERCENT 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, CONFINED SPACE PROTECTION, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT 11. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING UTILITY LOCATIONS WHETHER OR NOT THESE UTILITIES ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL EXERCISE ALL CARE TO AVOID DAMAGE TO ANY UTILITY. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITY CONSTRUCTION INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE DEVELOPMENT ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT 12. THE UNDERGROUND UTILITY LOCATION SERVICE SHALL BE CONTACTED FOR FIELD LOCATION OF EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. FOR UTILITY LOCATION IN KING COUNTY, CALL 811. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT UTILITY LOCATES ARE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. 13. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED ONLY WITH 518" MINUS CRUSHED ROCK AND MECHANICALLY COMPACTED (UNLESS OTHERWISE APPROVED BY THE CITY). CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT LINE CUT WITH SAW OR JACKHAMMER IN A CONTINUOUS LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL BE A MINIMUM OF 1" THICKER THAN THE ORIGINAL ASPHALT WITH A MINIMUM THICKNESS OF 2" 14. ALL DAMAGES INCURRED TO PUBLIC AND/OR PRIVATE PROPERTY BY THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION SHALL BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE CITY CONSTRUCTION INSPECTOR BEFORE PROJECT APPROVAL AND/OR THE RELEASE OF THE PROJECT'S PERFORMANCE BOND. 15. GROUT ALL SEAMS AND OPENINGS IN ALL INLETS, CATCH BASINS, AND MANHOLES BY. APPROVED FOR CONSTRUCTION CITY OF EDMONDS CITY ENGINEERING DIVISION Date ca - � 0 0 _ 7 zw w w w O o 0 J >_ U U U O � � o a a o 0 m > > ccnn iY Q� N N N Li 1 1 1 o Ln N M10 m J J J Q Q Q UY Y Y r m J J J o Y Y Y cyD ti z00 It wo 00 x � Q Ib c� cn 0 C•] .�i CV 'I-x 00 NC\- CV a� E-- Q) L co CiI c w U J 0 CD CD N O T U LjL Z J Q QU J W � J Uj H- 0 Z Hww� 0 W W Z o��r- � m>_�o� Lu IIn W � J v r7 0 /O�/O0=L0 Q 1— ON ro a. 0 a- 5 w w C = Q ujWH 05=05 uj Y cr Q CL SHEET 3 of 5 JOB No. SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (WSDOT STD SPEC 9-05.20) SOLID WALL PVC 15" (WSDOT STD SPEC 9-05.12.(1)) PROFILE WALL PVC 15" (WSDOT STD SPEC 9-05.12(2)) 5 A Sh 3Oh �O h 2k * CORRUGATED POLYETHYLENE Sh STORM SEWER PIPE 5 \2", 4", 6", OR 12" NOTES: RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABFOOT MAYVING A BE USEDIN. AREA OF WEL D WIREIFABRICARE SHALLCHES PER COMP Y 22h TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. S( h 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS AND FRAMES. r7� 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 0 a 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) 8. VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE I APPROVED BY: R. ENGLISH "DISHED" CAST IRON GRATE REVISION DATE JANUARY 2018 STANDARD DETAIL SD LAST REVISED: 1/2019 TYPE 1 OR 1-L CATCH UNDERDRAIN PIPE I D BASIN W/ SOLID LID PER GUTTER = CITY STANDARD DETAIL - SD-303 OR SD-304 ROOFbi - � - - - - - - - z� _j I - �w bj0� 5, 0 Q w (MIN) 5' (MIN) INFILTRATION TRENCH Y z �10' (MIN) EXTENTS PROPERTY LINE/EASEMENT -PLAN - ROOF 4" (MIN) DIA. OBSERVATION WELLS NTS ROOF SPACED 25' APART (MAX), 1 DOWNSPOUT WELL (MIN) PER TRENCH REMOVABLE PUSH -ON 2-4" PARELLEL PVC CAP CLEANOUT PIPE 2' O.C. 12"� BUILDING II II 1 111-jjj-1-1� III-1 f� III-1 12„ III -III=LIJ=1ll�J1� I =1 I I I I I 1=111 11=1 I I 111 I I -I 1 I� 11 I I= M I N I --Illrl11r11J�1 IL=1I1J I IJ I I�LI1 J11JJ 6" (MIN) PIPE MP R WSDOT IN) PVC AIN LEVEL J SPEC. 9-05.1(5), • lJ 12" (MIN) MAINTAIN POSITIVE SLOPE 4" (MIN) PERFORATED PVC \>��\�' REMOVABLE PUSH -ON PVC TEE UNDERDRAIN PIPE PER WSDOT SPEC. 9-05.2(6), LAID LEVEL PVC DRAIN PIPE 100' (MAX) PROFILE GENERAL NOTES: PLASTIC BOX NTS MARKED "DRAIN" 1. REFER TO THE 2017 CITY OF EDMONDS TEST PLUG STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 13) AND INFEASIBILITY REQUIREMENTS. ICI 111111111111 6" (MIN) II-11- 1=11�11-III-11 COMPACTED OBSERVATION II�III II-III-11�11�11 BACKFILL 2• MIN COVER DEPTHS ASSUME NO VEHICULAR WELL, SEE NOTE 3 - - LOADING. DESIGNER TO SPECIFY COVER DEPTHS IF VEHICULAR TRAFFIC ANTICIPATED. WASHED DRAIN ROCK, SEE j NOTE 200 NOTES: GEOTEXTILE, �oO�N 40 1 . PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP SEE NOTE 1 oO0 0O0� vJ \\I OF WASHED ROCK. GEOTEXTILE SHALL CONFORM TO . O _1 IO O �WSDOT SPEC 9 33 2 1 GEOTEXTILE FOR - 5' (TYP) UNCOMPACTED NATIVE _ MATERIAL, SCARIFY 3" (MIN) SECTION A NTS `St. 18` - 1' (MIN) SEPARATION, NON -WOVEN TYPE. ABOVE SEASONAL 2. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT HIGH SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. GROUNDWATER TABLE OR 3. OBSERVATION WELL SHALL CONFORM TO WSDOT HYDRAULICALLY SPEC. 9-05.2(6), PERFORATED PVC UNDERDRAIN RESTRICTIVE PIPE. LAYER REVISION DATE CITY OF EDMONDS TYPICAL DOWNSPOUT DECEMBER 2017 INFILTRATION TRENCH PUBLIC WORKS DEPARTMENT I� STANDARD D ETAI L APPROVED BY: R. ENGLISH S D- 6 3 6 EXPANSION DUMMY JOINT JOINT ° a ° a Q 4 d d a a 4 ° d 10, O.C. I 5' O.C. 6" DIAMETER OUTLET PIPE PLAN VIEW (NOT TO SCALE) 5' MIN FULL DEPTH 1/2" EXPANSION CURB/GUTTER JOINT MATERIAL SEE COE STD DTL TR-520 _ 2% MAX ad �1/2„ R a Q a. d d 1/2" R a d d A7 N \\ lg (POURED IN PLACE) NOTES 1. FOR USE IN NON -TRAFFIC AREAS ONLY, SUCH AS ENCLOSED YARDS IN PRIVATE RESIDENCES AND ENCLOSED PLAY AREAS IN SCHOOL GROUNDS. 2. FOR USE WITH 6" PIPES AND SMALLER, AND DEPTH LESS THAN 18". 3. LAST STRUCTURE BEFORE ROW HAS 18" MIN. SUMP DEPTH SQUARE TYPE a oadMJuo��J 'dJ \- 2" MIN 5/8" MINUS CSTC 1 T)�� T ( ON NATIVE BEARING SOIL SECTION VIEW SEE NOTE 9 NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000. 3. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE �" RADIUS CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CONCRETE SIDEWALK APPROVED BY: R. ENGLISH 2•� REVISION DATE JUNE 2019 STANDARD DETAIL TR-531 MECHANICAL PLUG EXTEND CLEANOUT 2" ABOVE DESIGN PONDING ELEVATION OR PER PLAN 4" STREAMBED COBBLES PER WSDOT 9-03.1 1 (2) DESIGN PONDING - ELEVATION SOIL TIGHT 45' BEND -I I I- WYE IIITI�II�II SOIL TIGHT COUPLER UNDERDRAIN PIPE, PER PLANS r� ASPHALT/ CONCRETE TRAFFIC RATED, IRCULAR LOCKING AST VALVE BOX PER ANUFACTURER ECOMMENDATIONS, EE NOTES 1 AND 2 N MECHANICAL PLUG ADD VALVE BOX EXTENSION OR SOIL PIPE AS NECESSARY TO ACCOMMODATE O.D. OF RISER PIPE CLEANOUT COVER IN PAVED AREA LAWN/ NDS PRO SERIES VALVE LANDSCAPE BOX WITH LOCKING 6" (MIN) I� COVER, OR EQUAL. SEE NOTES 1 AND 2. -./�,\///�/\\�i\�/v�! //\\�/, 4" (MIN) O�oo00 ODOo00 PLUG OR CONTINUED UNDERDRAIN CRUSHED SURFACING CONNECTION TOP COURSE (CSTC) MECHANICAL PLUG CLEANOUT PER WSDOT 9-03.9(3) (SHOWN WITHIN BIORETENTION FACILITY) CLEANOUT COVER IN LANDSCAPE AREA GENERAL NOTES: 1. CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE. 2. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 3. ALL FITTINGS SHALL BE SOIL TIGHT. 4. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF PONDING AREAS WHERE POSSIBLE. NOTES: 1. CLEANOUT COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED 'DRAIN CLEANOUT," "CLEANOUT," "CO," OR SIMILAR. 2. TRAFFIC RATED LID REQUIRED IN AREAS WITH VEHICULAR LOADING. REVISION DATE STORM DRAINAGE DECEMBER 2017 ..'CITY OF EDMONDS CLEANOUT - PUBLIC WORKS STANDARD 1 DEPARTMENT DETAIL FS t 1890 APPROVED BY: R. ENGLISH S D - 61 9 �- 5-1/2" R=1 /2" I I� R=1 " 1" BATTER R=1" N 0.0 FT 4 2' MIN SAWCUT SEE NOTE 10 MINUS CSTC 18" STANDARD 6"-5/8" SEE NOTE 11 I MINUS CSTC STANDARD TYPE "A" CURB/GUTTER (NOT TO SCALE) HMA 4" OR MATCH EXISTING, WHICHEVER IS GREATER SEE NOTE 12 NOTES: 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 12. ALL VERTICAL EDGES SHALL BE TACKED. csf 18y CITY OF EDMONDS PUBLIC WORKS DEPARTMENT REVISION DATE CONCRETE CURB JANUARY 2018 AND GUTTER STANDARD DETAIL APPROVED BY: R. ENGLISH TR-520 I BY. APPROVED FOR CONSTRUCTION CITY OF EDMONDS CITY ENGINEERING DIVISION Date "41/,�� c9 �N P� 'w < rm > �~ oca 9 1 Li u o Z `Z U J >_ U U o clf o a- w m > � w cn Of N N w 1 0 Ln N I � ti Lt1 N 00 d in w O � cl 00 x z� LL] Q Q 00 o � � N 00 , N N v cc LL V/ ' V/ JHZ �a_jJ L J W CL - " Q> ��wo00 w w ao ZJCWC��a � �Li_ Q L m>_�0) ppW�J�� >�0z� O H Q � ON lxZa>- roo� w o OWH U pr cn W a CL SHEET 4 of 5 JOB No. w (IF STUB FOR FUTURE DEVELOPMENT) z J SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2N4" z TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, w o RESIDENCE STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB n_ w o INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT CLEANOUT N OR ABOVE FINISHED GRADE. DD WITH 45' _z E u BEND AND J S. ?2' CAP �CLEANOUT Of o LOCKING CLEANOUT COVER (T.P) PER COE STD DTL SS-200 NOT TO EXCEED 100' BETWEEN C LEAN 0 UTS `T CLEANOUT (WYE WITH CAP\\ \ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ > AND CLEANOUT COVER) AND z �`' z w - CONCRETE LEVELING COLLAR � � > z_ o� N� mlSEE p 12" LOCKING COVER x zaf co N NOTE 3 FINISHED GRADE 3 0 a- Q l 0 22.5' OR 45' BEND � -� LEVELING PAD FOR SLOT DETAIL 12"f w o END OF PIPER GRIPPER PLUG Q o- (CHERNE 27061 OR APPROVED \ \\ \��\jT\\�\/�� N Ln W ¢ - o_ 6" TEST TEE z }I � 1/8" x 3/4" x 2-1/4" SEE COE STD DTL SD-324 (6 MIN) f1 2" / �\j a EQUAL o_ ) WATER TIGHT CAP �/\/: \/\/\/\/\/\! Xr\\/. Qom 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX 6" WYE/6" ROMAC SADDLE SEE NOTES 1 AND 2 23-3/4" RISER LEVELING COLLAR J' POSSIBLE 10' f SEWER MAIN PLAN 45' SEE NOTE 4 LOCATION 45' / 12" PVC SLEEVE I 5' DRAFT / 6" RISER cn ~ 22.5' OR 45' BEND 1-3/8"-� ELEVATION 4" OR 6" SIDE SEINER 6" WYE AND 6" CITY STUB w Lli GENERAL CLEANOUT DETAIL 45' BEND 6" TEST TEE z = O 1/16" w � 6" TEE I >- 4" OR 6" O U NOTES: 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL POSSIBLE SEWER MAIN o SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT 3o w � o 1. USE WITH TWO LOCKING BOLTS 5 8"-1 1 NC STAINLESS TYPE 304 STEEL SOCKET HEAD ALLEN HEAD BOLTS, 2" w w z w LEVELING COLLAR NOTES: LOCATION m c � LONG. NOTE SLOT DETAIL. o bi SEE NOTE 4 NOTES: °�° w 2. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06. ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE Of GASKETED. 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON 3. "OUTFALL TO STREAM DUMP NO POLLUTANTS" IN RAISED LETTERS SHALL BE LOCATED ON GRATE AS SHOWN, -•. DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. _ BORDER AREA. =' 12" f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. N N 2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE ui I SHALL CONFORM TO SEC. 7.05 OF THE WSDOT STANDARD SPECIFICATIONS. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. Q Li)4. o N 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED I � 5. WELDING IS NOT PERMITTED. SLEEVE EQUAL. 3. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGBACK FERNCO RC SERIES 6. USE IN CONTINUOUS SLOPE CONDITIONS ONLY. 6" RISER \- END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. 7. EDGES SHALL HAVE 0.125" RADIUS, 0.125" CHAMBER OR COMPLETE DEBURRING. PLUG (CHERNE 270261 OR APPROVED EQUAL) • IN ROADWAYS PER COE STD DWG GU-424 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. m 8. USE A THROUGH CURB INLET WITH HERRINGBONE GRATE IN SAG VERTICAL CURVES PER COE STD DTL SD-324. TYPICAL CLEANOUT IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. J J = Y Y UNDER ASPHALT OR CONCRETE DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR 6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. m / REVISION DATE REVISION DATE REVISION DATE \ -CITY OF EDMONDS VANED GRATE JANUARY 2018 CITY OF EDMONDS SEWER CLEANOUT DETAILS JANUARY 2018 CITY D F EDMONDS NEW LATERAL SEWER MAY 2018 Y Y STANDARD STANDARD STANDARD PUBLIC WORKS �� PUBLIC WORKS �� PUBLIC WORKS DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL s t 189 � S D - 3 2 3 ` s t . 189,3 S S - 2 0 0 Fs t . 18 9� S S - 2 O 2 co APPROVED BY: R. ENGLISH APPROVED BY: R. ENGLISH APPROVED BY: R. ENGLISH co w N Wz °° L I��I a N00 PROPERTY pRpp eIt'q LINE O R.O.W.�� O y T�glyS�r� p �pTy FRry gSgq R/q p A. pF �ROV l'Rltr pRIVF Ep 2rn � i FINISHED GRADE O9 6y qrF Wqy C/7) W Q 839 qT pROpER � w o PARALLEL A PARALLEL B PARALLEL CURB RAMP �INF 00 W 00 c �P+ 00 METER SUPPLIED BY CITY i WSDOT STANDARD PLAN F-40.12-03 htt www.wsdot.wo. ov ublications fulltext Standards en lish PDF f40.12-03_e. df P// 9 /P / / / 9 / / P ado FULL DEPTH EXPANSION N J N CD L O 8 JOINT - CD o - I --- - F- N I BALL VALVE I I EXPANSION Q+ O I I III----- �� I I N JOINT C�� SEE DRIVEWAY \24' RFS/ �� oFN I? a M CURB 30, qk 0 2T'�F UMJ M�TRANSITIONAL Ay qDETAILBEOW (Gg�ECOMBINATION CURB RAMP Q RMC/IR q�> A \� j i WSDOT STANDARD PLAN F-40.14-03 DRIVEWAY APPROACH I I Li I C C http://www.wsdot.wo.gov/publications/fulltext/Standards/english/PDF/f40.14-03-e.pdf CONCRETE CURB \ AND GUTTER, SEE B DIRECTION _ _ -� OF FLOW WATER _ - / O \ COE STD DTL 6' (TYP) TR-520 EXISTING PAVEMENT FULL DEPTH MAX 15' \ 2' MIN 1 /2" EXPANSION SAWCUT cr . MAIN F -'� PERPENDICULAR A PERPENDICULAR B JOINT 7 8.39 MAX 2% MAX SLO I 7 O b 6" CURB FE LL N PERPENDICULAR CURB RAMP 2 MATERIAL LIST: WSDOT STANDARD PLAN F-40.15-03 3 } SECTION A `' -A z OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING http://www.wsdot.wa.gov/publications/fulltext/Standards/english/PDF/f40.15-03_e.pdf DRIVEWAY CURB TRANSITIONAL DETAIL V/ OB 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) FOR CURB AND GUTTER OR VERTICAL CURBS J W J OC DUAL PURPOSE UNION Q a- J OD MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1" NOTES: O� N WHEN VB74-WITH OPURPOSREPUNIIONS ON IINELET ANDICOUTLET, HORIZONTAL N HORIZONTAL, OUTLET EQUAL FORDHIGH 15W 1A1 44 >_ ` 3 O CURB AND GUTTER SHALT_ BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK O PRIOR TO POUR. W W Z w w 00 00 Q J W WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44 2O DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" Z Q L m w � OF 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S SINGLE DIRECTION A SINGLE DIRECTION A (MOD) CSTC COMPACTED TO 95% MAXIMUM DENSITY. W � -i r� > L,i Q cf OG IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID SINGLE DIRECTION CURB RAMP 3O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. w w o^ 0 0 N "WATER" WSDOT STANDARD PLAN F-40.16-03 4O 2' ASPHALT SAWCUT REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. ♦ , Z cn N :2 V HO`er FOR VACANT LOT (FUTURE: USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH STENCILED ON IT http://www.wsdot.wo.gov/publications/fulltext/Standards/english/PDF/f40.16-03-e.pdf O5 CONCRETE SHALL BE CLASS 3000. 0 � o w lO 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE NOTES: 2 J JO SCHEDULE 40 3/4" OR 1 " PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING Oj USE WSDOT DETAILS FOR HORIZONTAL LAYOUT, SLOPE, DETECTABLE CURB TRANSITION OHA GREATER BE 15HFEETAN B 3%. IF THE SLOPE REQUIREMENT CANNOT BE O ACHIEVED, MAXIMUM HCURB OULD TIRANSIT ON LENGTH AINTAIN A SLOPE NO I♦��i^/ Q W Q KO WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) WARNING SURFACE PLACEMENT. USE COE STD DTL TR-531 FOR ALL co W OTHER SPECIFICATIONS. O7 MAINTAIN 1/2" LIP AT GUTTER. LO PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES Z DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS 2 SEE WSDOT DETECTABLE WARNING SURFACE STANDARD PLAN F-45.10-02 O O8 IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY. O W MO BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. FOR DETECTABLE WARNING SURFACE INSTALLATION ON ALL RAMP TYPES O9 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. 1 V METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. O MUST INCLUDE A MIN. 4'X4' STREET LEVEL LANDING (MAX 2% SLOPE 3 10 FINISH SHALL BE LIGHT BROOM. O Q ALL DIRECTIONS). 1 " WATER SERVICE REVISION DATE REVISION DATE DRIVEWAY APPROACH REVISION DATE APRIL 2021 CITY OF EDMONDS 99 FOR 3 4 & JANUARY 2021 CITY OF EDMONDS MARCH 2019 CITY OF EDMONDS TYPE CURB RAMPS APPROVED FOR CONSTRUCTION T �- PUBLIC WORKS 1 99 METERS) STANDARD -�� PUBLIC WORKS STANDARD 7 � PUBLIC WORKS STANDARD CITY OF EDMONDS SHEET DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL Fs t 18 9 WA- 130 Fs 9 T R - 5 40 Fs t 1 g g T R - 5 41 BY 5 o f 5 APPROVED BY: R. ENGLISH APPROVED BY: R. ENGLISH . t 1 g APPROVED BY: R. ENGLISH CITY ENGINEERING DIVISION Date JOB No. 1/8"x1 1/2" PREMOLDED CONTINUOUS MASTIC PLASTIC VAPOR JOINT STRIP (JOINT MAY BE SAW GUT AT BARRIER AND CONTRACTORS OPTION) COMPACTED GRANULAR FILL SEE PLAN FOR SLAB THIGKNE55 PER PLAN AND REINF. TYPGAL x x x x CUT ALTERNATE � WIRE5 AT JOINT CONTROL JOINT SECOND POUR FIRST POUR SEE PLAN FOR SLAB THIGKNE55 AND REINF. TYPCAL x x x x BURKE "KEYKOLD" JOINT STOP REINFORCING 1" CLEAR OF EACH SIDE = PROVIDE CONSTRUCTION OR CONTROL JOINTS PLASTID VAPOR IN 5LAB5 ON GRADE PER PLAN NOTES BARRIER AND COMPACTED TYPICAL SLAB JOINT GRANULAR FILL 1 PER PLAN SCALE = 1 "=1'-O" RJM019 ADDITIONAL VERTICAL BARS AS V REQUIRED FOR TYING REINF. w CORNER BARS TO MATCH SOIL FACE v HORIZONTAL WALL BARS REINF. PER PLAN PLAN VIEW SOILS FACE DOWLES TO MATCH HORIZONTAL WALL REINFORCEMENT WITH 57ANDARD HOOK ONE END (ALTERNATE HOOK) CONCRETE WALL PER PLAN TYP. CORNER REINFORCING 2 SCALE = 1 "=1'-O" RJM020 BORED HOLES -MAXIMUM 51ZE IN HOLE,60% OF WIDTH 2x4-2.1" (2-1/5") DIA. HOLE 2x6-3.3" (3-5/16") DIA. HOLE NOTCHES -MAXIMUM DEPTH, 40% OF WIDTH. 2x4-1.4" (1-3/16") DEEP NOTCH 2x6-2.2" (2-5/16") DEEP NOTCH 5/5" MIN. EDGE DISTANCE STUD PORTION OF STUD REMAINING AT NOTCHES OR HOLES SHALL BE SOUND WOOD WITHOUT EXCESSIVE STRENGTH-REDUGING PROPERTIES SUCH AS KNOTS, SPLITS, EXCESSIVE SLOPE OF GRAIN, ETC. INTERIOR NONBEARING WALLS STUD PENETRATION NO SCALE RJM023 BORED HOLES -MAXIMUM 51ZE HOLE, 40010 OF WIDTH 2x4-1.4" (1-3/8") DIA. HOLE 2x6-2.2" (2-3/16") DIA. HOLE BORED HOLES IN DOUBLE STUDS -MAXIMUM SIZE IN HOLE IN DOUBLE STUDS 60% OF WIDTH. NO MORE THAN TWO ADJOINING DOUBLE STUDS TO BE BORED. 2x4-1.4" (1-3/8") DIA. HOLE 2x6-2.2" (2-3/16 9 DIA. HOLE NOTCHES -MAXIMUM DEPTH, 25010 OF WIDTH 2x4-.87" (7/8") DEEP NOTCH 2x6-1.37' (1-3/8") DEEP NOTCH EXTERIOR WALLS AND BEARING WALLS WIDTH ,/8" MIN. DGE DISTANCE STUD CONTINUOUS REINFORCING IN FOOTING PER PLAN MATCH AND NUMBER OF CONTINUOUS FOOTING 24" 24" FOOTING DEPTH and WIDTH PER PLAN MIN. THICKNESS TO MATCH FOOTING STEPPED FOOTING DETAIL 5 SCALE: 3/4' = 1'-O" RJM042 GARAGE SLAB ON GRADE 4" CONCRETE SLAB OVER 4" GLEAN, FREE DRAINING SAND OR GRAVEL OVER 6 MIL VAPOR BARRIER DRIVEWAY APPROACH (2) #4 CONTINUOUS (2) #4 CONTINUOUS 30" 10" �#4 AT 18" O.G. GARAGE DOOR FOOTING 6 SCALE = 1 "=1'-O" RJM072 SHEARWALL PER PLAN 2x TREATED PLATE WITH 5/5" DIA. x10" ANCHOR BOLTS AT 24" O.G. WITH 3"x3"x3/16" PLATE WA5HER5 4" CONCRETE SLAB ON GRADE (2) #4 BARS GONT. 5/5" DIA. x 10" PARABOLTS OR EQUAL CAN BE USED IN PLACE OF ANCHOR BOLTS NOTED ABOVE - SPACE 24" O.G. FOOTING DETAIL 7 SCALE: 1" = 1'-O'' FJMO74 24"x24"x8" CONCRETE FOOTING F-0 -1 WITH (3) #4 BARS EACH DIRECTION L 2—,41 30"x30"x10" GONGRETE FOOTING F-0 -1 WITH (4) #4 BARS EACH DIRECTION 30 36"x36"x12" CONCRETE FOOTING WITH (4) #4 BARS EACH DIRECTION L 3J 42"x42"x12" CONCRETE FOOTING WITH (4) #4 BARS EACH DIRECTION L 4—:21 190 LE F In H 1 'm &-..f Ar z � SCALE: 1/4" = 1'-O" 1 1 `J 1 Y 1 `/ \ 1 tl W c.,, CD O CV Q Q Lo ti ti 0 ti (D Lq O D cO N �U) CD - ap X ♦ /1 can IL o cy) Q W = �N 06 L_ U Q > I\ i ate-' � N W co ti O -6(oc W j CO C) U °' _ O 20151 0 � N O cj) co a0-)� LLJ � J z � F_ }a0 rr J� Q cl) 75 0 0 Z w pr M 0 0- N :E M p w ISSUED DESIGN RJM DRAWN RJM ISSUE DATE 01.27.21 REVISIONS No. Date Item R&A JOB NO. 21-101 SHEET NO. STUD PENETRATION DETAIL NO SCALE RJM024 FOOTING SCHEDULE SCALE: NONE RJM140 NORTH � oCG tiopd BM 8 y� 1 5 1/4"x11 1/4" 2.OE r TJ PARALLAM PN.5. P5L fln L BM 5 Q O I r1 O TJ PARALLAM W.5P5L rn F }' I — FLUSH FRAMED — Lp O�77r >Nrn� I J DO_nCa I I I I I 3 1 , r rn I I I I I I I I I I I I I I I I � R+6 C� ; I I I I I I I PR SS RE TREATED x12 DECK y — c — — 71 J01 3T A 16" 10.C. WITH I I rn� Z SI PS N U2 0 JOIST AN ERS z U I I I I 1 4 H%ADtR_L — I I I o� � — x �d — x J D B 7 BM M6 — — — T_ rn � a N I 5 1/ "x11 /5" OE 5 /4"x 1 -7/ " 2. E 1/4'x11 /4" .OE 1 5 11/4"x�1 1/1" 2.�E I n r Cp � # 00 ,0 y # rn C7 T FA LL M W 5. P L J P RA LA W.5 P5 tj AR LL W. . P L TJ PARALLAM W.5. P T — — �� 0� MA C) Cj 6 rtt FLUSH RAM D LUSH FRAMED t'F H FRAMED LUS FR ME 3 N W d N � — � — — — —— — — — N — — r �, . r 4 H AD R-L t=n p— z � d �ti ti ti — 6+ iLji Ll I I I r �. I I I I I I I �N� x C7r — — 3r,c') I I I I I I NN r nrn — cn r r I I I I I BM 10 �+s 5 1/4"x11 1/4" 2.OE COO TJ PARALLAM W5. PSL <�, O� FLUSH FRAMED C D C D z� z� m U) D U) 00 0C3 00 m 70 _ Dj = C_ m C/) m 0 DD Cf) �0 *-1 Cf)CD �� m m m 0 z zUj ON Om mm m 0 L0 CD NORTH 00 L CS O � DcoJ �6 C) (1 zo+� 6x8 #2 DF-L rn O O HEADER GIR ER TRUSS rn 0 ,- _ - I I T T ��0 +rn O 0 C, 0+� GIRDER M 04 END JACK 1/4"x 1 v5" 2.OE 00 �' I — = TJ PARAL�LAM .5. P5L b rn x JV IdN o��+s �kn 5 /4" x 11 1/4" 2. E r r x T LLtRALLLM W.S. PSL > rn a yN N Z r A rn 8'-0 SCIS OR TRUSSES AT 24" O.C. rn d I I II I I I I I A I I I ti% zN I RIDG x 8,_0„ I I I II RIDGE HIP JAGKS AT 24" O.G. I C)0 a\\ 3 z I I I II I I I I I I I I I I I I I I I I m c� L I I I III I I I I I I I I I I I I I I I I I I + Lp GIRDER TRUSS X1 C7 rn Cn N :Ij z :]j �00 m �D I m < C D cmi> m�� Cn C m OC o cn pzz m W I m m C] I0 O C_C_ N J N 323 DALEY STR. - EAST EDMONDS, WASHINGTON 98020 PREMIER HOMES, LLC REED & ASSOCIATES, PS Civil & Structural Engineering 19626 76th Avenue West - Suite 'A' O OP Lynnwood, Washington 98036-5877 Office (425) 778-2793 Fax (425) 775-2073 IlL 7 r Ll I cli WCY) CD 0 CV Q LO O CO N C'7 cl)1 �co o� 00 X ♦/� U O cz H c: V� O C'7 Q W �� o-lu--) C6 U Q ti Q N W Q0 ti 0 O W-6�c� jC0 c U °' - O � o z W �O ai C~`3 F- -77 (1)7- U) Lu 3: U) 0 0 0 o M O N 75 M p w ALL SHEARWALLS THIS LEVEL TO BE SW-1 UNLESS OTHERWISE NOTED �Z� MAIN FLOOR =�0 SHEARWALL PLAN SHEAR WALL SCHEDULE SHEATHING EDGE NAILING MARK SHEATHING - APPLIED TO (FIELD NAILING AT 12'' O.G. BASE PLATE ROOF TO TOP PLATE SILL PLATE ANCHORS WITH *(2) 2x HF STUDS AT 16" O.G. U.N.O, BLOCKED (DO NOT NAILING *(5) FLOOR TO TOP PLATE 3"x3"x1/4" WA5HER5 U.N.O. BELOW *(9) PENETRATE PAST FLUSH) (5) AND SILL PLATE (6) SEE NOTE (5) 5W-1 7/161, OSB 8d AT 6" O.G. 16d AT 6" O.G. A35 AT 16" O.G. 5/5" DIA. x 10" ANCHOR BOLTS (12" O.G. AT FIELD) AT 48" O.G. 5W-2 7/16" OSB*(7) 8d AT 3" O.G. 16d AT 4" O.G. A35 AT 12" O.G. 5/5" DIA. x 10" ANCHOR BOLTS (12" O.G. AT FIELD) AT 16" O.G. 5W-3 7/16" 05B*(7) 5d AT 2" O.G. 5TACGGERED 16d AT 4'' O.G. A35 AT 5" O.G. 5/8" DIA. x 10" ANCHOR BOLTS (12" O.G. AT FIELD) AT 12'' O.G. ALL SHEARWALLS THIS LEVEL TO BE SW-1 UNLESS OTHERWISE NOTED pZ� UPPER FLOOR SHEARWALL PLAN H O L D D O W N SCHEDULE SEE NOTE : (1 304) MARK HOLI7DOWN/57RAP FRAMING ANCHORAGE (2) - STUDS MIN., U.N.O. FOUNDATION ANCHORAGE * (1) (4) COMMENTS 7-1 M5745 (11) 16d TO EACH CONNECTED ELEMENT N/A WALL TO WALL CONNECTION, U.N.O. 7-2 M57C66B3 PER MFCG. N/A T-3 5THD14/14RJ (30) 1(od SINKERS N/A SHEARWALL & HOLDDOWN NOTES 1) 51MP50N OR EQUAL. LOCATE HOLI7DOWN AT EACH END OF 5HEARWALL UNLESS OTHERWISE NOTED. INSTALL PER MANUFACT. REGOMMENOATIONS FOR FOUNDATION MIN. END DISTANCE AND EMBEDMENT, DEEPEN FOOTINGA5 REQUIRED 2) CRIPPLE WALL AND GABLE END CONSTRUCTION SAME AS SHEARWALL ABOVE AND GABLE END SAME AS SHEARWALL BELOW 3) REQUIRES 3x FOUNDATION SILL PLATE 4) THREADED ROD AND COUPLER AS REQUIRED 5) (5d=0.131" DIA. x 2 1/2") (10d=0.145" DIA. x 3") 0661=0.162" DIA. x 3 1/2") 6) ROOF: H1 CLIP AT EACH TRUSS OR A55 AT 24" O.G. ON GABLE $ RIM JOIST(OR SOLID BLOCKING) TO TOP PLATE (SILL PLATE AT FOUNDATION) U.NO. WHEN SPECIFIED 5PAGIN615 LE55 THAN 24" O.G., INSTALL A355 AT ROOF SOLID BLOCKING TO 5W TOP PLATE, INSTALL H1 OR H2.5 ON ALL TRUSSES OR RAFTERS. LTP4 AND LTP5 CAN BE 5UB5TUTED FOR A35. 7) MIN. 3x STUDS AT ABUTTING PANEL ED6E5 5) ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 7 INCHES INTO CONCRETE THERE SHALL BE A MINIMUM OF (2) BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LE55 THAN (7) BOLT DIAMETERS FROM EACH END THE PIECE. 2x MIN. PRE55URE TREATED PLATE, U.N.O. 9) ALL SHEATHING MUST BE STRUCTURAL 1 SHEATHIN(5, U.O.N. w J w O CE w W o� ISSUED DESIGN RJM DRAWN RJM ISSUE DATE 01.27.21 REVISIONS No. Date Item R&A JOB NO. 21-101 SHEET NO. S-3 (2) - 16d AT 1 "O.G. 2x SPLICE 2 X 5 IGE 2x STUDS AT " O.G. (TYPICAL) TOP PLATE SPLICE DETAIL 1 SCALE = 1 "=1'-O" RJM028 5 1/4" x 11 -7/5" GLU-LAM BEAM (5/5" TYPE 'X' GWB OVER - NOT SHOWN FOR CLARITY) ::11 0 O o � o SIMPSON GC5 1/4-5 COLUMN GAP (6) 3/4" THRU-BOLTS 6x6 WOOD COLUMN BEAM/COLUMN DETAIL 2 SCALE: 1'' = 1'-O" RJMO50 5/8" TYPE 'X' GYP5UM lo WALL BOARD 6x6 TREATED POST SIMPSON CB66 COLUMN BASE 4" CONCRETE SLAB OVER 4" FREE DRAINING MATERIAL OVER 6 MIL VAPOR BARRIER 0 0 OO O 00 �. OOO o0 OD O O o 00°°o 0 00o O 0 & o�og a QO .0 ., O� O O Cb °o 0 g 00 000� OOo� 000� o0 (5) #4 BARS EACH DIRECTION ° ISOLATED FOOTING DETAIL 3 SCALE = 1 "=1'-O" RJM041 2x TOP PLATE HEADER PER PLAN EXTEND OVER SHEARWALL APA RATED 5HTG \ -7/161, OSB ONE 51DE 5THD14 PER PLAN (1) 5/5" DIA. A.B. EMBED T' MIN. - 4" CONCRETE SLAB GONT. FOOTING WITH (2) #4 TOP AND BOTTOM RAISED SH SCALE: 3/4' = 1'-O'' NAIL 5HTG TO HEADER @ 3"OG EW 7-- (3) 2x STUDS UNO NAIL 5HT6 TO EACH STUD Sd NAILS @ 3"OC ALL PLATES HEADERS $ STUDS (3) 2x PLATES NAIL 5HTG TO EACH PLATE 5" GONG STEM WALL (2) #4 VERT EA FACE #3 TIES @ 10" O.G. i=1ll, 5 � z EARWALL (RSW) RJM080 16" MIN. WI� 4 FIELD NAILING PER — SHEAR WALL SCHEDULE 2x6 STUD PANEL EDGE NAILING PER SHEAR WALL SCHEDULE LAP SHEATHING CONTINUOUS ACROSS END STUD OF PERPINDIGULAR STUD PANEL EDGE NAILING PER SHEAR WALL SCHEDULE FIELD NAILING PER SHEAR WALL SCHEDULE EXTERIOR WALL SHEATHING PER SHEAR WALL SCHEDULE SH EARWALL 5 SCALE: 1" = 1'-O'' MANUFACTURED ROOF TRUSSES PER PLAN APA RATED SHEATHING PROVIDE (3) 3" DIA. - HOLES IN SHEATHING AT EACH TRU55 SPACE FOR VENTILATION AS REQUIRED H '51MP5ON' OR EQUAL H-1 AT EACH TRUSS WALL CONSTRUCTION PER PLAN CORNER RJM065 2x RAFTERS PER PLAN 2x VALLEY BD. LINE OF 14" DEEP BLOW-IN INSULATION LINE OF GIRDER 7RU55 (IF APPLICABLE) TYPICAL ROOF OVERFRAMED DETAIL 6 SCALE: NONE RJM167 CONTINUOUS SHEATHING REQUIREMENTS THESE DETAILS MAY BE USED TO CREATE A CONTINUOUS SHEATHING CONDITION THAT WILL ALLOW FOR THE OPTIONAL REMOVAL OF A35 ANGLE GLIP5 SPECIFIED IN THE SHEARWALL SGHEDULE BREAK OPTIONS (::p4l D ABOVE SW F PEBELOOG 5 DO NOT!! 16d PER 5W BASE PLATE NAILING CONTINUOUS SHEATHING SCALE: NONE RJM122 TIGHT VENTE' BLOGk MANUFACTURED TRU55 TIGHT FIT VENTED BLOGKINC SIMPSON , PER 5W 5GH. MANUFAGT' "" TRU55 TIGHT FIT VENTED BLOGKINC PSON H 1 -43 PER 5W 5GH. �\ 16d SLANT 51MP50N LPT4 NAIL PER PER 5W 5GH. 5W 5GH. NOTE: REFER TO SW SGH. FOR CONNECTION TYPE ROOF DIAPHRAGM at SW SCALE: 5/4" = 1'-O" RJM098 SHEAR WALL ABOVE 16d BASE PLATE PER PLAN NAILING PER 5HEARWALL RIM J015T ABOVE TOP PLATE CONN FROM SW BELOW DEGKING PER SEE PET A,B,or C 5TRUGT NOTES SW BELOW, SEE DETAILS B,or C SHEAR WALL BELOW FLOOR J0157 PER PLAN PER PLAN FOR 16d SLANT FOR SIMPSON FOR SIMPSON NAILS A55 LPT4 I -T� A BFl� C 16d SLANT SIMPSON A55 51MP50N LPT4 NAILS PER PER SW 5GH PER 5W 5GH SW SGH SHEAR TRANSFER FLR to FLR SCALE: 1/2' = 1'-O" RJM069 SHEATHING PER SW SCHEDULE, GON71N000S TO TOP PL ` �^ EDGE NAILING PER SW BASE PLATE SCHEDULE NAILING PER 5W SCHEDULE (2)- ROWS, STAGGERED EDGE NAILING PER SW SCHEDULE (WALL BELOW) WITH3/5" MIN. EDGE DISTANCE, 2" SPACING DIAPHRAGM BETWEEN ROW5 SHEATHING 2X CONTINUOUS RIM JOIST NAILING PER PLAN WITH 2X BLK'G (LAM'D WITH (2)- 10d @ 6" O.G.) EDGE NAILING @ EA. PLATE PER SW SCHEDULE Al SHEATHING PER 5W SCHEDULE CONTINUOUS TO BASEPLATE / RIM ALTERNATE FLOOR to FLOOR SHEAR TRANSFER (TYP.) SCALE: 1/2" = 1'-O" RJM120 SHEAR WALL ABOVE PER PLAN RIM JOIST 16d BASE PLATE NAILING PER SW ABOVE DEGKING PER 5TRUGT. NOTES RIM J015T CONN. SEE IM DETAILS D, E,or F FLOOR JOIST PER PLAN FOUNDATION ° PER PLAN A.B. PER 5W 5GH. FOR 16d SLANT FOR 51MP50N FOR 51MP50N NAILS A35 LPT4 D E F ly 16d SLANT NAILS SIMPSON A55 SIMPSON LPT4 PER 5W 5GH. PER 5W 5GH. PER SW SGH. SHEAR TRANSFER FLR/FND SCALE: 3/4" = 1'-O" RJM09-7 A21 ANGLE A23 ANGLE SIMPSON STRONG -TIE A21 and/or ANGLE CONNECTION DETAIL NO SCALE 0 0 0 0 00 0 0 ° 0 0 0 0 ° I° 0 51MP50N 5TRON6-TIE AC WITH (2) H1'5 INSTALLATION TO JOIST CONNECTION DETAIL 13 NO SCALE 2x6 STUDS AT 16" O.G. (DBL STUDS REQUIRED AT OPENIN65) WITH A55 AT BOTTOM OF EACH STUD, MIN. (2) 16d SLANT NAILS, EACH STUD AT TOP 2x4 STUDS AT 24"O.G. (TYPICAL FRAMING) 8 A-7 1/2" PLYWOOD GUSSET WITH Sd AT 3" O.G. 5TAGGERED (SHADED) EYE BROW ROOF DETAIL 1)45rALF- = 3/4"=1'-O" 2x STUDS DBL AT OPENING 2x4 CONTINUOUS LEDGER WITH 5/16"CDx4 1/2" LEDGER LAG SCREW, EACH STUD A24 EACH SIDE WITH (6) 1 /4"x 1 1/2'' 5D5 EACH A24 k k k ®k k k l k EYE BROW ROOF FRAMING NOTE: BOTTOM CONNECTION 51MILAR / 0 1 °\- O O 0 0 EYE BROW ROOF DETAIL 15 5GALE = 3/4"=1'-O'' SIMPSON RPS15, 22 OR 25 STRAP EACH PLATE AND EACH SIDE (TYPICAL) (5-16d EACH SIDE MIN.) DOUBLE TOP PLATES o oGo NONAILS THIS AREA 2x L FRAMING AT le" O.G. PIPE FER PLAN WHEN F IPING OR DUGTW IG 15 PLACED IN OR PARITALLY IN AN EXTERIOR WALL OR INTERIOR BEAfR I G WALL, REOUIRI146 GUTTING, I7RILLI OR NO' —CHINO OF THE TO PLATE BY MOR THAN 5 % OF ITS WIDTH, A GALV. METAL T E OF NOT 5 THAN 0.054 INCHES THICK (13-7mir (16ga ND 1 1/2" (55mm IDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (5) 16d NAILS TO EACH SIDE OR EQUAL. NOTCHED/DRILLED PLATES 16 SCALE: 1 " = 1'-O" RJM143 KING STUD CONTINUOUS L5TA30 W/ FROM BOTTOM TO TOP 22-10d PLATES EACH SIDE OF CENTER @ EDGE HEADER PER PLAN OPENING, TYP. r OF TYPICAL ING, PANEL EDGE NAILING FULL HEIGHT 2X FLAT BLOGKING WINDOW BETWEEN STUDS SHEARWALL PER PLAN OPENING / \ AS REQUIRED, TYPICAL HOLDOWN HOLDOWN / PER PLAN PER PLAN S H EARWAL L ARO U N D OPENING CONSTRUCTION NO SCALE FLOOR SHEATHING NAILING AT 6' O.G. (MAX.) TO JOIST WITH HOLD-DOWN 51MP50N D7TZ2 TEN51ON DEVICE WITH 1/2" THREADED ROD WITH NUTS AND WA5HER5 DECK JOIST 51MP50N HU5410 J015T HANGER FLOOR JOIST TENSION DEVICE DETAIL n118 SCALE: 1'' = 1'-O" RJM164 ALL STUDS TO BE NAILED 16d AT 16" O.G. FULL HEIGHT PER STUDS \ C516 WI(20) 16d uc n r-cc BEAM 2x4 WALL 2x6 WALL N 4x (5AWN) (2) 2x4 (2) 2x6 Q 6x (5AWN) (3) 2x4 (3) 2x6 Q 3 1/5" (GLB) (2) 2x4 (2) 2x6 u1 0� 5 1/5" (GLB) (3) 2x4 (3) 2x6 C3 w 3 1/2" (MANF) (2) 2x4 (2) 2x6 5 1/2" (MANF) (3) 2x4 (3) 2x6 GIRDER TRU55 (3) 2x4 (3) 2x6 BEAM 2x4 WALL 2x6 WALL 4x (SAWN) (2) 2x4 (2) 2x6 W I 6x (SAWN) (3) 2x4 (3) 2x6 3 1/5" (GLB) (2) 2x4 (2) 2x6 Q 5 1/5" (GLB) (3) 2x4 (3) 2x6 ri 3 1/2" (MANF) (2) 2x4 (2) 2x6 w 5 1/2" (MANF) (5) 2x4 (5) 2x6 GIRDER TRU55 (3) 2x4 (3) 2x6 POST/STUD at POINT LOADS SCALE: NONE cn W CD 0 CV Q Q 1 ti 0 ti CU LO O (9 N cy)-,ZT = CIS = 1 00 oo x U O � LL Q � o cy) W �r- 06 N L- U Q CZ � ti Q W�Q0 � r-- ° 0— °��=� W j CO 0-) c U O 0 � N O Q � U LLJ J 0 z LIJ � U) O Q � w J Q �zM o w Mpg N � M p w J Q I- w 0 ISSUED DESIGN RJM DRAWN :RJM ISSUE DATE 01.27.21 REVISIONS No. Date Item R&A JOB NO. 21-101 SHEET NO. .4 2x6 GAP RAIL JOIST JOIST 2x4 TOP RAIL 2x2 PICKET AT ALIGN GUARD 5-1/2" O.G. (MAX.) POST AT J015T LOCATIONS 4x4 POST AT 72" O.G. GUARD GUARD 1x6 SPACED POST POST DECKING X 2x4 BOTTOM RAIL RIM JOIST RIM JOIST (2) 1/2" DIA. THRU BOLTS AND WA5HER5 HOLD-DOWN HOLD-DOWN z = Q ANCHOR ANCHOR 2x RIM JOIST AT JOIST LOCATIONS BETWEEN JOIST 2x FLOOR JOIST SECTION PLAN VIEWS GUARD POST TO RIM JOIST DETAIL 1 SCALE: 5/4" = 1'-0" RJM154 FASTENER SPACING FOR A SOUTHERN PINE, DOUGLAS FIR -LARCH, OR HEM -FIR LEDGER AND A 2-INCH NOMINAL SOLID -SAWN SPRUCE -PINE -FIR BAND JOIST OR EWP RIM BOARD (DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF) RIM BOARD 6'-O" 6'-11, 8'-11, 10'-11, 12'-1" 14'-11, 16'-1" JOIST SPAN OR and to to to to to to BAND JOIST LE55 8'-0" 10'-01, 12'-01, 14'-0" 16'-0" 151-01, CONNECTION DETAILS ON -CENTER SPACING OF FASTENERS 1" EWP (6) 24" 18" 14'' 12" 101, q" 8" 1/2" DIAMETER LAG SCREW WITH 1 1/8" EWP (6) 28" 21" 16" 14" 12" 101," 9 15/32" MAXIMUM SHEATHING 1 1/2" LUMBER (7,9) 301, 231, 18" 151, 131, 11" 101, 1" EWP (6) 24" 18" 14" 12" 101, 9" all 1/2" DIAMETER LAG SCREW WITH 1 1/8" EWP (6) 28" 21" 16" 14" 12" 101, q" 15/32" MAXIMUM SHEATHING 1 1/2" LUMBER (7,9) 561, 561, 54" 29" 24" 21" 19" 1/2" DIAMETER BOLT WITH 1" EWP (6) 24" 18" 14" 121, 101, q" 8" 15/32" MAXIMUM SHEATHING AND 1 1/5" EWP (6) 25" 21" 16" 14'' 12" 101, G" 1/2" STACKED WA5HER5 1 1/2" LUMBER (7,9) 36" 36" 29" 24" 21" 18" 161, NOTES: 1. THE TIP OF THE LAG 5GREW SHALL FULLY 5. DECK LED6ER5 SHALL BE MINIMUM 2x5 7. A MIN. 1"x9 1/2" DOU6LA5-FIIR LAMINATED EXTEND BEYOND THE INSIDE FACE OF THE PRESSURE -PRESERVATIVE -TREATED NO. 2 LUMBER RIM BOARD SHALL BE PERMITTED BAND JOIST. GRADE LUMBER, OR OTHER APPROVED IN LIEU OF THE 2" NIMINAL BAND JOIST. MATERIALS AS ESTABLISHED. 2. THE MAX. GAP BETWEEN THE FACE OF THE 5. WOOD STRUCTURAL PANEL SHEATHING, LEDGER BOARD AND FACE OF THE WALL 6. WHEN SOLID -SAWN PRESSURE -PRESERVATIVE GYPSUM BOARD 5HEATHING, OR FOAM SHEATHING SHALL BE 1/2" -TREATED DECK LEDGERS ARE ATTACHED SHEATHING NOT EXCEEDING ONE INCH TO ENGINEERED WOOD PRODUCTS (MIN. 1" THICKNESS SHALL BE PERMITTED. THE MAX. 3. LEDGERS SHALL BE FLASH OR CAULKED THICK WOOD STRUCTURAL PANEL BAND DISTANCE BETWEEN THE FACE OF THE TO PREVENT WATER FROM GONTAGTING THE JOIST OR STRUCTURAL GOMP051TE LUMBER LEDGER BOARD AND THE FACE OF THE HOUSE BAND JOIST. INCLUDING LAMINATED VENEER LUMBER), THE BAND JOIST SHALL BE ONE INCH. LEDGER ATTACHEMENT SHALL BE DE5I6NED 4. LAG SCREWS AND BOLTS SHALL BE IN ACCORDANCE WITH ACCEPTED 9. FASTENER SPACING ALSO APPLIES TO 57A66ERED PER FIGURE BELOW. ENGINEERING PRACTICE. TABULATED VALUES SOUTHERN PINE, DOUGLA5-FIR LARCH, AND BASED ON 300 Iba. AND 350 Iba. FOR 1" HEM -FIR BAND JOIST. AND 1 1/5" EWP RIM BOARD, RESPECTIVELY. LEDGER BOARD FASTENER SPACING AND CLEARANCES: STAGGER FASTENERS IN (2) ROWS U 0 LEDGER LAG SCREW, THRU-BOLT OR W ANCHOR WITH ASHER LEDGER CONNECTION DETAIL 2 SCALE: 1 " = 1'-0" RJM153 INTENTIONAL BLANK SCALE: 3/4" = 1'-0" SHEARWALL PER PLAN (2) IF 5HEAR HALL OR 16d AT 12" O.G. AT OTHER WALL5 INTERSECTING WALL (SEE BELOW IF 5HEARWALL) BASE PLATE NAILING PER SHEARWALL SCHEDULE PLYWOOD PANEL EDGE NAILING PER SW SCHEDULE (2) IF SHEARWALL OR 16d AT 12" O.G. AT OTHER WALLS INTERSECTING WALL (SEE BELOW IF SHEARWALL) 5HEARWALL PER PLAN BASE PLATE NAILING PER SHEARWALL SCHEDULE PLYWOOD PANEL EDGE NAILING PER 5W SCHEDULE (2) IF SHEARWALL OR 16d AT 12" O.G. AT OTHER WALL5 SHEARWALL PER PLAN T4SHEARWALL INTERSECTION SCALE: 1 1/2" = 1'-O" RJM201 ASPHALT SHINGLES OVER 15# ROOFING FELT ON 1/2" APA RATED "EXPOSURE 1" 5H767. ON P.E. TRUSSES AT 24" O.G. WITH R-35 BLOWN INSULATION AND (1) LAYER OF 5/5" TYPE 'X' G.W.B. - ROOFING ASSEMBLY TO BE FIRE RETARDANT PER 5BC 3203(e). NOTE: USE APA RATED "EXTERIOR SHEATHING AT ALL OVERHANGS INSULATION BAFFLE VENTED BLOCKING WITH BIRD SCREEN CONTINUOUS METAL GUTTER OVER 1x6 WOOD FASCIA \ 51MP50N H2.5 CLIP AT EVERY TRUSS DOUBLE 2x6 TOP PLATE 1/2" HARDBOARD SIDING OVER 5/5" TYPE 'X' GYPSUM WALL BD. ON 2x6 STUDS AT 16" O.G. WITH R-21 BATT INSULATION AND 5/8" TYPE 'X' GYPSUM WALL BOARD 2x6 SOLE PLATE 1 1/4"x11 7/8" TIMBER5TRAND RIM DOUBLE 2x6 TOP PLATE 3/4" GYPCRETE OVER 3/4" T$G APA RATED EXF05URE 1 PLYWD ON TJI'S AT 16" O.G. AND (2) LAYERS OF 5/5" TYPE 'X' G.W.B. OVER RC CHANNELS AT 24'' O.G. 4" CONCRETE SLAB OVER 4" GLEAN, FREE DRAINING SAND OR GRAVEL OVER 6 MIL VAPOR BARRIER 24" WIDE, R-10 RIGID INSULATION AT PERIMETER 2x6 PRESSURE TREATED MUD SILL WITH 5/5" ANCHOR BOLTS PER SHEAR WALL TABLE FINISHED GRADE (2) #4 BARS TOP AND BOTTOM FOOTINGS TO REST ON FIRM, UND15TURBED 501L 5 WALL SECTION SCALE: 5/4" = 1'-0" RJM061 W CD O CV Q LO 0 ti OL9 — O � CO N cy)IZI- 1 O - oo x U (a)c: CZ O LL o cy) Q W �r- U Q ti Q 7C3 N W f) ti O - W-6c�� j CO U°'- O 0 � N O Q 0-) U LLJ � J z � F_ O � Q � w J Q U) � o w Mpg N � M p w U) Q w 0 ISSUED DESIGN RJM DRAWN RJM ISSUE DATE 01.27.21 REVISIONS No. Date Item R&A JOB NO. 21-101 SHEET NO.