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APPROVED ENG BLD2024-0257+Transportation_Impact_Form+3.15.2024_12.44.06_PM+4138074
Form #E82 INFORMATION FOR Transportation Impact Analysis Requirements PERMITTING & DEVELOPMENT ENGINEERING DIVISION 121 5th Avenue N P: 425.771.0220 www.edmondswa.gov TRANSPORTATION IMPACT FEES SHALL BE COLLECTED from any applicant seeking development approval from the city as provided in ECC Chapter 3.36. This shall include, but is not limited to, the development of residential, commercial, retail, office space, and includes the expansion or change of existing uses that create a demand for additional public facilities. PAYMENT OF FEES Impact fees shall be paid at the time of issuance of the building permit or city business license. EXEMPTIONS ECC 3.36.040 identifies particular development activities in which exemptions may apply. Please refer to this code section for additional information. The director shall make the final determination as to whether the exemption is applicable. TRANSPORTATION IMPACT ANALYSIS (TIA) WORKSHEET or TRAFFIC STUDY When applicable, one of the following shall be submitted with your land use or building permit application: Appendix A - For projects that generate less than 25 peak -hour trips, complete the TIA worksheet found in Appendix A. -or- Appendix B - For projects that generate more than 25 peak -hour trips, provide a traffic study that complies with and addresses Appendix B. The traffic study shall be prepared by a qualified professional in the field of transportation engineering. TIMING AND CALCULATION OF FEES Impact fees shall be assessed based upon the impact fee rates in effect at the time of issuance of the building permit, including but not limited to, change of use permit or remodel permit. In the event the development activity does not require a building permit, impact fees will be assessed at the time of issuance of the business license. The 2017-2019 Impact Fee Rate Table incorporated herein shall be used to determine the applicable ITE Land Use Category and associated per unit impact fee rate.' • CHANGE IN USE Impact Fee for NEW use — Impact fee for PREVIOUS use = Impact feet When calculating impact fees for a change in use of an existing building or dwelling unit, including any alteration, expansion, replacement or new accessory building, the impact fee shall be the applicable impact fee for the ITE land use of the new use, less an amount equal to the applicable impact fee for the ITE land use of the prior use, established at the time the prior use was permitted. Refer to Fee Rate Tables, incorporated herein. If the previous use was permitted prior to 9/12/04 (adoption of Ordinance 3516), the 2004 Impact Fee Rate Table shall be used. • INDEPENDENT FEE CALCULATION An Independent Fee Calculation may be submitted in accordance with ECC 3.36.130 if none of the fee categories or fee amounts set forth in the 2017-2019 Impact Fee Rate Table describe or capture the impacts of a new development.3 Updated on 0510912023 Page I of 2 Form #E82 TYPES OF PROJECTS THAT DO NOT TRIGGER IMPACT FEES The following list is intended to provide examples of projects that are exempted from the payment of street impact fees as identified in ECC 3.36.040. The examples provided do not involve a change in use and do not expand the usable space or add any residential units and therefore, do not create additional demand on the roadway system. Traffic impact fees will not be required as a condition of development approval for these types of projects. X A project that involves demolition of one single family residential unit and replacement with one new single family residential unit on the same lot and within 12 months of demolition. ❑ A residential remodel that does not increase the number of residential units. ❑ A residential addition (e.g. garage, etc.) that does not increase the number of residential units. ❑ Decks, fences, retaining walls, etc. ❑ Accessory dwelling unit (ADU). (Approval of an ADU is regulated by the Edmonds Community Development Code, which limits the total number of individuals living at the property to one "family" as defined in the code) TYPES OF PROJECTS THAT DO TRIGGER IMPACT FEES The following project examples do increase the number of residential units or involve commercial or other activity using the roadway system and therefore, do create additional demand on the roadway system. Street impact fees shall be required as a condition of development approval for these types of projects. ❑ Construction of a single-family residence on a previously undeveloped, vacant or subdivided lot. ❑ Demolition of a single-family residence and construction of a commercial, mixed -use or multi -family facility or duplex on the same property. ❑ A tenant improvement that changes the use from general office to medical office. ❑ Remodel of an existing multi -family building that increases the number of residential units. Note: This information should not be used as a substitute for City codes and regulations. Edmonds City Code may be viewed at http://www.codepublishing.com/WA/Edmonds/. The applicant is responsible for ensuring compliance with the fees and regulations that are applicable at the time of submittal. If you have a specific question about a certain aspect of your project, please contact the Engineering Division at 121 5th Ave N or (425) 771-0220. Please note that other local, state, and/or federal permits or approvals may be required. Impact fee rates can also be referenced in ECC 3.36.125. No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative. Additional fee for Independent Fee Calculation: Refer to Fee Schedule. Updated on O510912023 Page 2 of 2 .ne_ 1 R9v PERMITTING & DEVELOPMENT ENGINEERING DIVISION 121 5th Avenue N P: 425.771.0220 www.edmondswa.gov APPENDIX A Page 1 of 2 Transportation Impact Analysis Worksheet Bothell Manor LLC Adult Home Name of Proposed Project: Owner/Applicant Bothell Manor LLC Name 22422 97th Avenue W Street/Mailing Address Edmonds, WA 98020 City Telephone: (206)669-4882 Applicant Contact Person: Bob Bozorth Name 1628 46th Street SE Street/Mailing Address Everett, WA 98203 State Zip City Telephone: (425)772-8207 Traffic Engineer who prepared the Traffic Impact Analysis (if applicable): Firm Name Telephone: 1. PROJECT DESCRIPTION a. Location -Street address: 1520 1Oth Place N b. Specify existing land use: Residential Contact Name E-mail: State Zip (Attach a vicinity map and site plan.) c. Specify proposed type and size of development: SFR-Adult Home 5462 SF (# of residential units and✓or square footage of building) d. Date construction will begin and be completed: 3/1/25 e. Define proposed access locations: See Plan £ Define proposed sight distance at site egress locations: See Plan HANDOUT UPDATED 05.09.2023 APPENDIX A Page 2 of 2 2. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the attached Impact Fee Rate Tables and as identified in ECDC 3.36.125, except as otherwise provided for independent fee calculations in ECDC 3.36.130. Check the applicable box below and calculate the fees as necessary: © NO CHANGE ❑ CHANGE IN USE Fee for prior use shall be based on fee established at the time the prior use was permitted. If the previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04), the 2004 impact fee rate shall be used. ITE Land Use Category Per Unit Fee Rate New Use $ Prior Use $ Units in square feet, Use Fee # of dwelling, etc. X = $ X = $ New Use Fee: $ - Prior Use Fee: $ = FEE DUE: $ ' ❑ NEW DEVELOPMENT Per Unit Fee ITE Land Use Category Rate FNew Use $ ❑ INDEPENDENT FEE CALCULATION Units in square feet, # of dwelling, vfb, etc. X Impact/Mitigation Fee: 1 $ Independent Review Fee: $296.00 (+ peer review fee) 1 $ FEE DUE FEE DUE City of Edmonds, Engineering Division Approval Date ' No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative. HANDOUT UPDATED 05.09.2023 APPENDIX B Page 1 of 4 Traffic Study 'nc. I Kv•. PERMITTING & DEVELOPMENT ENGINEERING DIVISION 121 5th Avenue N P: 425.771.0220 www.edmondswa.gov K Name of Proposed Project IJ Contact Information for: ✓ Owner ✓ Applicant ✓ Traffic Engineer who prepared the Study 1. PROJECT DESCRIPTION — provide the following: a. Location — Include street address, vicinity map and site plan. b. Specify existing land use. c. Specify proposed type and size of development. State number of residential units and/or square footage of building. d. Date construction will begin and be completed. e. Define proposed access locations. f. Define proposed sight distance at site egress locations. 2. TRIP GENERATION — provide the following: Source shall be the Ninth Edition of the Institute of Transportation Engineers (ITE) Trip Generation manual. For independent fee calculations, the current edition of the ITE manual may be used. ADT = Average Daily Traffic PM Peak -hour trips (AM, noon or school peak may also apply, depending on location and as directed by the City Engineer) a. Existing Site TriD Generation Table: Land Use Daily (ADT) PM Peak -Hour Trips IN OUT HANDOUT UPDATED 05.09.2023 APPENDIX B Page 2 of 4 b. Proposed Proiect Trip Generation Table: Land Use Daily (ADT) PM Peak -Hour Trips IN OUT c. Net New Project Trip Generation Table: Land Use Daily (ADT) PM Peak -Hour Trips IN OUT d. State assumptions and methodology for internal, link -diverted or passby trips. 3. TRIP DISTRIBUTION Prepare and attach a graphic showing project trip distribution percentages and assignments. For developments that generate over 75 peak -hour trips, the City Engineer reserves the right to require trip distribution to be determined through use of the City traffic model.2 4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY a. Have sight distance requirements at egress location been met per AASHTO requirements? b. Intersection Level of Service (LOS) Analysis: Intersections to be evaluated shall be determined by the City of Edmonds Traffic Engineer Existing Conditions LOS Delays Year of Opening LOS Delays Five Years Beyond Change of LOS Delays Land Use c. Describe channelization warrants and attach a striping plan. d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths): 50 % 95 % Existing Conditions Year of Opening Five Years Beyond Change of Land Use 2 Available upon request at City of Edmonds Development Services Department HANDOUT UPDATED 05.09.2023 APPENDIX B Page 3 of 4 e. If appropriate, state traffic control warrants (e.g. stop sign warrants, signal warrants). f. Summarize local accident history' (only required for access to principal and minor arterials). 5. TRAFFIC VOLUMES Provide the following and other planned development traffic within the city.4 a. Describe existing ADT and peak -hour counts (less than two years old), including turning movements, on street adjacent to and directly impacted by the project. b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the project is fully open (with and without project traffic). c. Describe the estimated ADT and peak -hour counts, including turning movements, five years after the project has been fully open (with and without project traffic). d. State annual background traffic growth factor and source. 6. LEVEL OF SERVICE (LOS) ANALYSIS a. Summarize Level of Service Analysis below and attach supporting LOS analysis documentation. Provide the following documentation for each arterial street or arterial intersection impacted by ten or more peak -hour trips. Other City -planned developments' must also be factored into the LOS calculations. LOS LOS Existing Conditions Existing Delays Year of Opening With Project Without Project Five Years Beyond Change of Land Use With Project Without Project b. Note any assumptions/variations to standard analysis default values and justifications. 3 Available upon request at City of Edmonds Police Department 4 A list of planned developments are available at the City upon request for public records HANDOUT UPDATED 05.09.2023 APPENDIX B Page 4 of 4 7. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the attached Impact Fee Rate Tables and as identified in ECDC 3.36.125, except as otherwise provided for independent fee calculations in ECDC 3.36.130. Check the applicable box below and calculate the fee as necessary: ❑ CHANGE IN USE Fee for prior use shall be based on fee established at the time the prior use was permitted. If the previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04), the 2004 impact fee rate shall be used. ITE Land Use Category Per Unit Fee Rate New Use $ Prior Use $ Units in square feet, Use Fee # of dwelling, etc. X = $ X = $ New Use Fee: $ - Prior Use Fee: $ = FEE DUE: $ s ❑ NEW DEVELOPMENT ITE Land Use Category Per Unit Fee Rate FNew Use $ ❑ INDEPENDENT FEE CALCULATION Units in square feet, # of dwelling, vfn. etc. K4 Impact/Mitigation Fee: 1 $ Independent Review Fee: $296.00 (+ peer review fee) 1 $ FEE DUE FEE DUE City of Edmonds, Engineering Division Approval Date 5 No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative. HANDOUT UPDATED 05.09.2023 2017-2019 - Impact Fee Rate Table Fee 2017 2018 2019 and beyond ITE Land Use Code - Description Calculation (w/ $2,543.01 (w/ $4,036.61 (w/ $5,530.21 cost per trip)* cost per tri )* cost er trip)* 110 - Light Industrial per sq. foot $3.64 $5.77 $7.91 140 - Manufacturing per sq. foot $2.72 $4.32 $5.92 151 - Mini -warehouse per sq. foot $0.97 $1.54 $2.10 210 - Single-family house per duwet ling $2,873.60 $4,561.37 $6,249.14 ni 220 - Apartment per duwetling $1,881.83 $2,987.09 $4,092.36 ni 230 - Condominium per dlwetling $1,525.81 $2,421.97 $3,318.13 ni 240 - Mobile home per duwetling $1,627.53 $2,583.43 $3,539.33 ni 251 - Senior Housing per dlwetling $584.89 $928.42 $1,271.95 ni 320 - Motel per room $1,525.81 $2,421.97 $3,318.13 420 - Marina per boat berth $457.74 $726.59 $995.44 444 - Movie theater per screens $31,905.90 $50,645.37 $69,384.85 492 - Health/fitness club per sq. foot $6.74 $10.98 $14.66 530 - High school per sq. foot $1.98 $3.15 $4.31 560 - Church per sq. foot $1.68 $2.67 $3.65 565 - Day care center per sq. foot $15.77 $25.02 $34.29 620 - Nursing home per bed $483.17 $766.96 $1,050.74 710 - General office per sq. foot $5.01 $7.95 $10.89 720 - Medical office per sq. foot $9.54 $15.14 $20.74 820 - Shopping center per sq. foot $3.26 $5.17 $7.08 826 - Specialty retail per sq. foot $2.06 $3.27 $4.48 850 - Supermarket per sq. foot $10.50 $16.84 $22.84 850 - Convenience market 15-16hrs per sq. foot $14.07 $22.38 $30.58 912 - Drive-in bank per sq. foot $15.97 $25.41 $34.73 932 - Restaurant: sit-down per sq. foot $10.04 $15.95 $21.84 933 - Fast food, no drive -up per sq. foot $22.28 $35.36 $48.44 934 - Fast food with drive -up per sq. foot $26.24 $41.66 $57.07 936 - Coffee/donut shop, no drive- per sq. foot $13.88 $22.04 $30.19 u 938 - Coffee/donut shop, drive -up, per sq. foot $25.56 $40.37 $55.58 no indoor seating per vehicle 945 - Gas station with convenience fueling $6,916.99 $10,979.58 $15,042.18 position EFFECTIVE EFFECTIVE EFFECTIVE 1/1/2017 1/1/2018 1/1/2019 *Note: ITE Trip Generation (9t' Edition) _> 4pm-6pm PM Peak Hour Trip Ends HANDOUT UPDATED 05.09.2023 2009 - Impact Fee Rate Table Edmonds Streets and Roads Impact fee Rate Study TABLE 4 IMPACT FEE RATES (1) (2) (3) (4) (5) (6) Trip ITE ITE Land Use Trip 16 New Length Net New Trips per knpact Fee Per Unit C� Code Category Ratec Trips' Factor' Unit of Measure $1 049.41 per trip 110 Light Industrial 0.97 100% 1.47 1.43 1,000 sq ft 1.50 per square foot 140 Manufacturing 0.73 100% 1.47 1.07 1,000 sq ft 1.12 per square foot 151 Mini -warehouse 0.26 100% 1.47 0.38 1,000 sq ft 0.40 per square foot 210 Single family House 1.01 100% 1.13 1.14 dwelling 1.196.33 per dwelling unit 220 Apartment 0.62 1 100% 1.20 0.74 dwelling 776.56 per dwelling unit 230 Condominium 0.52 100% 1.15 0.60 dwelling 629.65 per dwelling unit 240 Mobile Home 0.59 100% 1.09 0.64 dwelling 671.62 per dwelling unit 251 Senior Housing 0.16 100% 0.93 0.15 dwelling 157.41 per dwelling unit 320 Motel 0.47 100% 1.27 0.60 room 629.65 per room 420 Manna 0.19 100% 0.97 0.18 berth 188.89 per boat berth 444 Movie Theater 3.80 85% 0.73 2.36 1,000 sq ft 2.48 per square foot 492 Health/Fitnes Club 3.53 75% 1.00 2.65 1,000 sq ft 2.78 per square foot__ 530 High School 0.97 80% 1.00 0.78 1,000 sq ft 0.82 per square foot 560 Church 0.55 100% 1.20 O.G6 1,000 sq ft 0.69 per square foot 565 D2Y Care Center 12.46 75% 0.67 6.26 1,000 sq ft 6.57 per sqivare loot 620 Nursing Home 0.22 100% 0.87 0.19 bed 199.39 per bed 710 General Office 1.49 90% 1.47 1.97 1,000 sq ft 2.07 per square toot 720 Medical Office 3.46 75% 1.40 3.63 1,000 sq ft 3.81 per "rare foot 814 Specialty Retail 2.71 55% 0.60 0.89 1,000 sq It. 0.93 per square foot 820 Shopping Center 3.73 65% 0.53 1 28 1,000 sq ft 1.34 per square foot 850 Supermarket 10.50 65% O.G7 4.57 1 000 ft 4.80 per square foot 852 Convenience mkt 34.57 40% 0.40 5.53 1,000 sq ft 5.80 per square foot 15-16 lours 912 Onve-in bank 25.82 55% 0.47 6.67 1,000 sq ft 7.00 per square foot 932 Restaurant: sit- down 11.15 55% 0.73 4.48 1,000 sq ft 4.70 per square foot 933 Fast food, no 0.67 26.15 50% _ 8.76 1.000 sq ft 9.19 per square foot drive -up 934 Fast food, w/ 33.84 51 % 0.62 10.70 1,000 sq ft 11.23 per square foot drive up 936 Coffee/Donut 40.75 20% 0.67 5.46 1,000 sq ft 5.73 per square foot Shop. no drive -up 938 Coffee/Donut 75.00 20% 0.67 10.05 1,000 sq `t 10.55 per square foot Shop, drive -up, no indoor seating 945 Gas station 13.38 45% 0.53 3.19 vtp 3,347.G2 per v1p, w/convervence a ITE Trip Genoration (8th Edrtion): 4-6 PM Peak Hour Trip Ends Excludes poss-by frips: see 'Trip Generation Handbook: An ITE Proposed Recommended Practice' (1988) • Ratio to average trip length. s vfp: vehiclo fueing position Hendorson, City of Edmonds. Woshinglon Young 8. October 29, 2009 Company EFFECTIVE 5/1/2010 Poge 21 HANDOUT UPDATED 05.09.2023 2004 - Impact Fee Rate Table c OrnomJs Rood Impact i <„ - R(Yc- Sfudy TABLE 4 IMPACT FEE RATES (1) (2) (3) (4) (5) (6) Trip ITE ITE Land Use Trip % New Length Net New Trips per Impact Fee Per Unit P S Code Category Rate' Trips' Factor' Unit of Measure 763.66 per Trip 110 Light Industrial 0.98 100% 1.59 1.56 1,000 sq ft 1.19 per square foot 140 Manufacturing 0.74 100% 1.59 1.18 1,000 sq ft 0.90 per square foot 151 Mini -warehouse 0.26 100% 1.59 0.41 1,000 sq ft 0.32 per square foot 210 Single family 1.01 100% 1.09 1.10 dwelling 840.72 per dwelling unit House 1 220 Apalment 0.62 100% 1.15 0.71 dwelling 544.49 per dwelling unit 230 Condominium 0.54 100% 1.15 0.62 dwelling 474.24 per dwelling unit 240 Mobile Home 0.56 100% 1.09 0.61 dwelling 466.14 per dwelling unit 310 Hotel 0.61 100% 1.25 0.76 room 582.29 per room 320 Motel 0.47 100% 1.25 0.59 room 448.65 per room 420 Marina 0.19 100% 0.97 0.18 berth 140.74 per boat berth 430 Golf course 0.30 100% 1.00 0.30 acre 229.10 per acre 444 Movie Theater 3.80 100% 0.72 2.74 1,000 sq ft 1.36 per square foot 492 Racquet club 1.83 100% 0.97 1.78 1,000 sq ft 3.58 per square foot 530 High School 1.02 100% 0.62 0.63 1,000 sq ft 0.48 per square foot 560 Church 0.66 100% 1.15 0.76 1,000 sq ft 0.58 per square foot 610 Hosoital 0.92 100% 1.56 1.44 1,000 sq ft 1.10 per square foot 620 Nursing home 0.20 100% 0.87 0.17 bed 132.88 per bed 710 General Office 1.49 100% 1.59 2.37 1 000 sq ft 1.81 ler square foot 720 Mecical office 3.66 100% 1.50 5.49 1,000 sq ft 4.19 per square foot 820 Shoaping Center 3.74 81% 0.40 1.21 1,000 sq ft 0.93 per square foot 832 Restaurant: sit- 10.86 56% 1.06 6.45 1,000 sq it 4.9Z per square foot dov�n 833 Fast food, no 26.15 52% 0.62 8.43 1,000 sq ft 6.44 per square foot drioe-up 834 Fasrw food, w/ 33.48 51% 0.62 10.59 1,000 sq ft 8.08 per square foot drioe-up 844 Gas station 14.SG 60% 0.53 4.63 Pump 3 53S.82 per of 845 Gas station 13.38 47% 0.53 3.33 pump 2,545.26 per vfp' w/convenience 850 Supermarket 11.51 55% 0.65 4.11 1,000 sq ft 3.14 per square foot 851 Convenience 53.73 39% 0.40 8.38 1,000 sq ft 6.40 per square foot market-24 In 912 Dri%e-in Bank 54.77 S 1 % 0.47 1 13.13 1,000 sq ft 10.03 per square foot 2 ITE Trip Generation (6th Edition): 4-6 PM Peak Hour Trip Ends ' Excludes pass -by trips. see 'Trip Generation Handbook: An ITE Proposed Recommended Practice' (1988) ' Ratic to average trip length. ° vfp: vehicle fueling positron Henderson. Yount & Company EFFECTIVE 9/12/2004 City of Edmands, Washington April 15. 2003 Pogo 18 HANDOUT UPDATED 05.09.2023 GENERAL NOTES GENERAL NOTES INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, 9. ROCK WOOL AROUND ALL OPENINGS FOR VENTS, PIPES, DUCTS, ETC. BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; 1. ALL WORK TO COMPLY WITH 2O18 INTERNATIONAL RESIDENTIAL CODE WITH JURISDICTION U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING 10. EMERGENCY EGRESS WINDOWS SHALL MEET THE FOLLOWING REQUIREMENTS: AMENDMENTS WHERE APPLICABLE. ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN CLEAR OPEN WIDTH 20" (Minimum) ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING CLEAR OPEN HEIGHT 24" (Minimum) 2. ALL APPLICABLE CODES, ORDINANCES AND MINIMUM STRUCTURAL REQUIREMENTS TAKE THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF CLEAR OPEN AREA 5.7 s.f. (Minimum) PRECEDENCE OVER ALL DRAWINGS, NOTES AND SPECIFICATIONS. HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. SILL HEIGHT 44" (Maximum) 3. DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE OR CENTERLINE OF 17. HOUSE TO MEET WASHINGTON STATE ENERGY CODE REQUIREMENT OF 7.0 CREDITS FOR 11. PREFABRICATED FIREPLACES SHALL BEAR U.L. OR I.C.B.O. SEAL OF APPROVAL AND INTERIOR COLUMNS UNLESS NOTED OTHERWISE. MEDIUM SIZE HOUSE THE FOLLOWING OPTIONS: SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS. FUEL NORMALIZATION FOR HEATING SYSTEM BASED ON USE OF A HEAT PUMP 4. THESE DRAWINGS ARE DESIGN -BUILD IN THE AREAS OF MECHANICAL, ELECTRICAL AND (1.0 CREDIT) 12. APPLIANCE GENERATING A GLOW, A SPARK, OR FLAME MAY BE INSTALLED IN THE PLUMBING. OPTION 1.3 EFFICIENT BUILDING ENVELOPE - U 0.28 WINDOWS / R-38 FLOORS OR GARAGE PROVIDED THE HEATING ELEMENTS AND SWITCHES ARE 18" ABOVE THE FLOOR. R-10 FULLY INSULATED SLAB. OR 5% REDUCTION IN UA 5. ALL DEMOLITION MATERIAL TO BE HANDLED AND DISPOSED OF IN A MANNER COMPLIANT (0.5 CREDITS) 13. GARAGE FLOOR TO BE CONSTRUCTED OF NON COMBUSTIBLE MATERIAL (CONCRETE). WITH THE KING COUNTY CODES AND REGULATION. OPTION 4.2 HVAC EQUIPMENT AND ASSOCIATED DUCT SYSTEM(S) INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R403.3.7. SAFETY AND SECURITY SITE WORK (1.0 CREDITS) OPTION 5.4 WATER HEATING SYSTEM SHALL INCLUDE AN ELECTRIC HEAT PUMP 1. DEADBOLTS WITH A MINIMUM THROW OF 1/2" AND A VIEWPORT ARE REQUIRED AT ALL 1. ALL EXCAVATION AND FILL SHALL BE STORED AND PROTECTED SUCH AS TO PREVENT WATER HEATER MEETING THE STANDARDS FOR TIER I OF NEEA'S ADVANCED EXTERIOR DOORS. RUN OFF OF MATERIAL TO ADJACENT PROPERTIES. WATER HEATING SPEC IFICATION(1.5 CREDITS) OPTION 6.1 FOR EACH 1200 KWH OF ELECTRICAL GENERATION PER HOUSING UNIT 2. THE EROSION/SEDIMENTATION CONTROL (ESC) FACILITIES SHOWN ON THIS PLAN MUST PROVIDED ANNUALLY BY ON -SITE WIND OR SOLAR EQUIPMENT A 1.0 CREDIT 2 DEADBOLTS OR APPROVED LOCKING DEVICES ARE REQUIRED ON ALL SLIDING DOORS. BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND SHALL BE ALLOWED, UP TO 3 CREDITS. (3.0 CREDITS) IN SUCH A MANNER AS TO ENSURE THA SEDIMENT AND SEDIMENT LADEN WATER DO NOT OPTION 7.1 ALL OF THE FOLLOWING APPLIANCES SHALL BE NEW AND INSTALLED IN 3. ALL LOCKS SHALL BE OPENABLE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT. ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY THE DWELLING UNIT AND SHALL ME THE FOLLOWING STANDARDS: STANDARDS. DISHWASHER ENERGY STAR RATED 4. WINDOWS WITHIN 10'-0" OF FINISHED GRADE SHALL BE PROVIDED WITH LATCHING REFRIGERATOR (IF PROVIDED) ENERGY STAR RATED DEVICES. 3. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR WASHING MACHINE ENERGY STAR RATED ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC DRYER ENERGY STAR RATED, 5. STAIRWAYS TO MEET THE FOLLOWING REQUIREMENTS: FACILITIES SHALL BE UPGRADED AS NEEDED / OR UNEXPECTED STORM EVENTS AND TO VENTLESS DRYER WITH MINIMUM CEF RATING OF 5.2 (0.5 CREDITS) OCCUPANCIES LESS THAN 10 ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. 4. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE VENTILATION NOTES STAIR WIDTH 36" (MINIMUM) APPLICANT/CON RACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY TREAD WIDTH 10" (MINIMUM), 6" MINIMUM FOR WINDERS AFTER STORM EVENTS. 17. ALL WORK TO COMPLY WITH THE 2018 IRC RISER HEIGHT 7 3/4" (MAXIMUM) HEADROOM 80" (MINIMUM) 5. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A 18. SOURCE SPECIFIC FANS SHALL BE LOCATED IN ALL KITCHENS, BATHROOMS, WATER HANDRAIL HEIGHT 34" TO 38" ABOVE NOSING MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM CLOSETS AND LAUNDRY FACILITIES. VENTILATION CAPACITY SHALL BE AT LEAST 50 HANDRAIL GRASP 1-1/4"(MIN) TO 2" (MAX) EVENT. C.F.M. FOR BATHROOMS AND LAUNDRY ROOMS (Intermittent use) AND 100 C.F.M. FOR KITCHENS (Intermittent use). DUCTING SHALL TERMINATE OUTSIDE THE BUILDING AND 6. HANDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT PASSING A 6. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. 4" DIAMETER SPHERE THROUGH ANY OPENING. WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT 19. WHOLE HOUSE VENTILATION SYSTEM SHALL BE CAPABLE OF .35 AIR EXCHANGES PER 7. GUARDRAILS SHALL BE A MINIMUM OF 36" ABOVE FINISH FLOOR. LADEN WATER INTO THE DOWNSTREAM SYSTEM. HOUR BUT NO MORE THAN .50 AIR EXCHANGES PER HOUR UNDER NORMAL OPERATING CONDITIONS. OUTDOOR AIR SHALL BE PROVIDED TO ALL HABITABLE ROOMS. FAN SHALL 7. APPROPRIATE MEASURES SHALL BETAKEN TO STOP SEDIMENT FROM ENTERING HAVE A SONE RATING OF 1.5 OR LESS MEASURED AT 0.1 INCHES WATER GAUGE. 8. GUARDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT PASSING A 4" DIAMETER SPHERE THROUGH ANY OPENING. SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL. 20. DUCT WORK SHALL CONFORM TO TABLE 3-3 OF THE'WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE.' 9. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF 8. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR OR FLIGHT WITH FOUR OR MORE RISERS. NO MORE THAN 2 DAYS FROM OCTOBER 1 HROUGH APRIL 30, AND FOR NO MORE THAN 7 NO DAYS FROM MAY 1 THROUGH SEPTEMBER 30. 21. DUCT WORK SHALL BE INSULATED TO A MINIMUM OF R-4. 10. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ENERGY NOTES 22. PROVIDE A MINIMUM NET AREA OF 1 SQUARE FOOT OF VENTILATION AREA FOR EACH 150 ILLUMINATE THE STAIRS PERIRC SECTION R303.7 SQUARE FEET OF CRAWLSPACE AREA. PLACE OPENINGS AS NEAR AS TO CORNERS AS PRACTICABLE AND SHALL PROVIDE CROSS VENTILATION. 11. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR 1. ALL WORK TO COMPLY WITH 2O18 WASHINGTON STATE ENERGY CODE WITH OPENING OF 5.7 SQUARE FEET. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A JURISDICTION AMENDMENTS WHERE APPLICABLE. 23. ALL CRAWLSPACE VENTS TO BE PROVIDED WITH 1/4" NON -CORROSIVE WIRE MESH. MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. IRC SECTION R310.1.2: THE MINIMUM NET CLEAR OPENING 2. HEATING UNIT(S) TO MAINTAIN 70 DEGREES FAHRENHEIT AT 36" ABOVE FLOOR WHEN WIDTH SHALL BE 20 INCHES. IRC SECTION R310.1.3: EMERGENCY ESCAPE AND RESCUE OUTSIDE TEMPERATURE IS 23 DEGREES FAHRENHEIT, OR CURRENT REQUIREMENTS. 24. PROVIDE A MINIMUM NET AREA OF 1 SQUARE FOOT OF VENTILATION AREA FOR EVERY 150 OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE SQUARE FEET OF ATTIC AREA. PROVIDE A CONTINUOUS 1 INCH MINIMUM AIR SPACE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE.IRC SECTION R310.1.4 3. PROVIDE NIGHT SETBACK THERMOSTAT. ABOVE INSULATION FOR CROSS VENTILATION. GLAZING NOTES 4. CAULK ALL JOINTS AROUND EXTERIOR OPENINGS AND ALL JOINTS IN SIDING AND 25. ALL ATTIC VENTS TO BE PROVIDED WITH 1/4" NON -CORROSIVE WIRE MESH OR APPROVED FLASHING WHERE INFILTRATION MAY BE POSSIBLE. SOFFIT VENTS. 1. ALL GLAZING TO BE (2) PANE INSULATED GLASS OR BETTER UNLESS NOTED OTHERWISE. 5. SEAL ALL TEARS AND JOINTS IN INSULATION WITH APPROVED TAPE. 26. PROVIDE FOR CONDITIONED UNDERFLOOR CRAWL SPACE, INCLUDING R-QO RIGID INSULATION AT PERIMETER GOUNDATION WALLS, RIM JOISTS, AND SILLS, WITH 20 MIL 2. SLIDING DOORS TO BE SAFETY GLASS, LAMINATED GLASS, OR TEMPERED GLASS. VISQUEEN VAPOR BARRIER - ALL EDGES TAPED AND SEALED. PROVIDE 1CFM 6. SHOWER FLOW CONTROL LIMITED TO 2.5 GALLONS PER MINUTE, OR CURRENT CONDITIONED AIR PER 50sf OF FLOOR AREA TO CONDITIONED CRAWL SPACE. 3. SHOWER DOORS AND ENCLOSURES TO BE SAFETY GLASS, LAMINATED GLASS, OR REQUIREMENTS. TEMPERED GLASS. 7. ALL CRAWLSPACES TO HAVE A MINIMUM OF 6 MIL BLACK VAPOR BARRIER GROUND FIRE PROTECTION 4. ALL WINDOWS TO HAVE A U VALUE OF .28 OR BETTER.. COVER EXTENDED OVER THE TOP OF THE FOOTINGS. LAP ALL JOINTS 12" MINIMUM. 1. BUILDING TO BE COVERED WITH FULL 13R SPRINKLER SYSTEM. 5. ALL EXTERIOR DOORS TO HAVE A U-VALUE OF 2.0 OR BETTER 8. FIREPLACE(S) SHALL HAVE TIGHT FITTING DAMPERS AND SHALL BE PROVIDED WITH A MINIMUM OF 6 SQUARE INCHES OF OUTSIDE COMBUSTIBLE AIR SUPPLY. 2. THE GARAGE SHALL BE SEPERATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS MOISTURE PROTECTION THAN THE FOLLOWING: 9. METAL DUCTS INSTALLED OUTSIDE OF CONDITIONED SPACE SHALL BE WRAPPED WITH 1. PROVIDE PRESSURE TREATED PLATES BETWEEN CONCRETE AND FRAMING. R-8 INSULATION PER 2018 WASHINGTON STATE ENERGY CODE. NOT LESS THAN (1) LAYER OF 1/2" GYPSUM WALLBOARD APPLIED TO ALL GARAGE WALLS. NOT LESS THAN (1) LAYER OF 5/8" TYPE "X" GYPSUM WALLBOARD AT 2. PROVIDE A MINIMUM OF 12" CLEAR BETWEEN WOOD GIRDERS AND EARTH. 10. DUCTS TO BE TESTED FOR LEAKAGE PER RS 33 USING THE MAXIMUM DUCT LEAKAGE CEILINGS. RATES SPECIFIED IN SECTION 503.10.3. 3. PROVIDE A MINIMUM OF 18" CLEAR BETWEEN WOOD JOISTS AND EARTH. 1-3/8" MINIMUM THICK, SOLID CORE, OR HONEYCOMB CORE STEEL DOOR, OR A 10. SERVICE WATER PIPES LESS THAN 2" IN DIAMETER SHALL BE WRAPPED WITH 1" MINIMUM LAYER OF INSULATION PER'2018 WASHINGTON STATE ENERGY CODE' TABLE 5-12. 20 MIN. FIRE RATED DOOR. 4. PROVIDE A MINIMUM OF 8" CLEAR BETWEEN WOOD POSTS AND EARTH. 11. MINIMUM INSULATION VALUES UNLESS NOTED OTHERWISE: DUCTS PIERCING FIRE SEPARATION TO BE A MINIMUM OF 26 GAUGE, AND HAVE NO OPENINGS INTO THE GROUP "U" OCCUPANCY. 5. PROVIDE A MINIMUM OF 1" CLEAR BETWEEN WOOD POSTS AND CONCRETE FLOORS. CEILING R-49 (1" clear vent space) 3. FIRE SEPARATION TO BE HORIZONTAL AND VERTICAL INCLUDING ALL STRUCTURAL 6. CAULK ALL OPENINGS THOROUGHLY. ABOVE GRADE WALL R-21 MEMBERS SUPPORTING THE FIRE SEPARATION. FLOOR R-38 7. FLASH ALL OPENINGS WITH A MINIMUM OF 26 GAUGE GALVANIZED STEEL TO ACCEPTABLE SLAB ON GRADE R-10 4. ALL ENCLOSED USEABLE SPACE UNDER STAIRWAYS SHALL BE (1) LAYER OF 1/2" GYPSUM INDUSTRY STANDARDS. WALLBOARD ON ENCLOSED SIDE. " INCH(ES) CHANNEL 12. VAPOR RETARDER SHALL BE INSTALLED ON THE CONDITIONED ROOM SIDE OF THE > ANGLE CENTERLINE INSULATION. 5. SMOKE DETECTORS SHALL BE INTERCONNECTED, HARD WIRED TO BUILDING POWER, HAVE BATTERY BACKUP. FEET OR FOOT CI. PENNY 13. ENERGY PERFORMANCE FOR ALL WINDOWS TO MEET OR EXCEED .30 U VALUE. PERPENDICULAR 0 ROUND OR DIAMETER 6. SMOKE DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, AND OUTSIDE EACH 14. BUILDING ENVELOPE TO BE TESTED FOR LEAKAGE VIA "BLOWER DOOR" TEST. SLEEPING AREA, IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 15. A MINIMUM OF 50% OF ALL LUMINAIRES ARE REQUIRED TO BE HIGH EFFICACY. (505, CH. 2) 7. A MINIMUM OF (1) SMOKE DETECTOR SHALL BE INSTALLED ON EACH FLOOR INCLUDING THE WSEC DEFINES "HIGH EFFICACY LUMINAIRE" AS: "A LIGHTING FIXTURE THAT DOES THE GARAGE. NOT CONTAIN A MEDIUM SCREW BASE SOCKET (E24/E26) AND WHOSE LAMPS OR OTHER LIGHT SOURCE HAVE A MINIMUM EFFICIENCY OF: 8. FIRESTOPPING AND DRAFTSTOPPING SHALL CONSIST OF 2" NOMINAL LUMBER. a) 60 LUMENS PER WATT FOR LAMPS OVER 40 WATTS; b) 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS; 9. FIRESTOPPING AND DRAFTSTOPPING IS REQUIRED IN THE FOLLOWING PLACES: c) 40 LUMENS PER WATT FOR LAMPS 15 WATTS OR LESS. CONCEALED SPACES AT ALL FLOOR AND CEILING LEVELS AND AT 10 FOOT INTERVALS ALONG THE LENGTH OF THE WALL. 16. A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN (I.E.Soffits) PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF THE REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE RUN. VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF .--- . Work K A.B. ANCHOR BOLT COND. CONDITION F.A. FIRE ALARM H.M. HOLLOW METAL MTL. METAL RISER T.O.C. TOP OF CONCRETE ABV. ABOVE CONN. CONNECTION F.B. FLAT BAR HOR.. HORIZONTAL MULL. MULLION R.D. ROOF DRAIN T.O.P. TOP OF PLATE A.A. AIR CONDITIONING CONST. CONSTRUCTION F.D. FLOOR DRAIN H.R. HAND RAIL REF. REFRIGERATOR T.O.S. TOP OF SLAB ACT ACOUSTICAL TILE CONT. CONTINUOUS FDN. FOUNDATION HR. HOUR N NORTH REINF. REINFORCING T.O.S.F. TOP OF SUB -FLOOR ADDT. ADDITIONAL CONTR. CONTRACTOR F.A. FIRE EXTINGUISHER HT. HEIGHT N. NEW READ. REQUIRED T.O.S.W. TOP OF STEM WALL ADJ. ADJUSTABLE CORR. CORRUGATED F.B. FACTORY FINISH H.W.T. HOT WATER TANK N.A. NOT APPLICABLE REV. REVISED T.O.W. TOP OF WALL A.F.F. ABOVE FINISH FLOOR CPT. CARPET F.B.E. FINISH FLOOR N.I.C. NOT IN CONTRACT R.H. RIGHT HAND TV TELEVISION AGG. AGGREGATE C.R.V. CONTINUOUS RIDGE VENT FIN. FINISH I.D. INSIDE DIAMETER NO. NUMBER R.I.B.C. RESIDENTIAL TYP. TYPICAL ALT. ALTERNATE CSMT. CASEMENT FIXT. FIXTURE I.D.S. INTERIOR DOWNSPOUT NOM. NOMINAL INTERNATIONAL BUILDING ALUM. ALUMINUM CTSK. COUNTERSUNK FLASH. FLASHING IN. INCH N.T.S. NOT TO SCALE CODE U.L. UNDERWRITERS AN. ANNODOZED C.T. CERAMIC TILE FLDG. FOLDING INCL. INCLUDED R.I.O. ROUGH IN ONLY LABORATORIES APPR. APPROXIMATE C.Y. CUBIC YARD FLR. FLOOR INSUL. INSULATION O.A. OVERALL R.J. ROOF JACK/VENT UNF. UNFINISHED ARCH. ARCHITECT/ FLUOR. FLUORESCENT INT. INTERIOR OR INTEGRAL 0/ OVER RM. ROOM U.N.O. UNLESS NOTED ARCHITECTURAL d PENNY F.O.C. FACE OF CONCRETE INV. INVERT OBSC. OBSCURE R.O. ROUGH OPENING OTHERWISE ASPH. ASPHALT D. DEEP F.O.F. FACE OF FINISH O.C. ON CENTER R.V. RIDGE VENT A/V AUDIO / VISUAL D. DRYER F.O.I.C. FURNISHED BY OWNER JST. JOIST O.D. OUTSIDE DIAMETER V.B. VAPOR BARRIER DBL. DOUBLE INSTALLED BY JT. JOINT OR/ OVERFLOW DRAIN S SOUTH V.C.T. VINYL COMPOSITION TILE BD. BOARD DEC. DECORATIVE CONTRACTOR O.H. OVERHEAD S.B. SETBACK OR/ VER. VERIFY BEL. BELOW DEMO. DEMOLISH OR/ F.O.S. FACE OF STUD K.A. KILN DRIED OPNG. OPENING SAND BLAST VERT. VERTICAL BLDG. BUILDING DEMOLITION F.P. FIREPROOF K.O. KNOCK OUT OP. OPERABLE S.C. SOLID CORE V.G. VERTICAL GRAIN BLK. BLOCKING DIA. DIAMETER FRMG. FRAMING KIT. KITCHEN OPP. OPPOSITE SCR. SCREEN V.I.F. VERIFY IN FIELD BM. BEAM DIAG. DIAGONAL F.S. FULL SIZE O.S.B. ORIENTATED STRAND SCHED. SCHEDULE B.O. BY OTHERS D.L. DEAD LOAD FT. FOOT/FEET LAM. LAMINATED BOARD S.A. SMOKE DETECTOR W WEST B.O.F. BOTTOM OF FOOTING DIM. DIMENSION FTG. FOOTING LAV. LAVATORY SECT. SECTION W. WIDTH OR WATT BOT. BOTTOM DISP. DISPENSER FURR. FURRING LB. POUNDS PBD. PARTICLE BOARD S.F. SQUARE FOOT W/ WITH B..S. BOTTOM OF STRUCTURE DN. DOWN FLIT. FUTURE LBL. LABEL PC. PIECE SHMTL. SHEET METAL W/O WITHOUT B..W. BOTTOM OF WALL DOCS. DOCUMENTS L.F. LINEAL FOOT PERF. PERFORATED SHT. SHEET WD. WOOD BRG. BEARING DR. DOOR GA GAUGE L.H. LEFT HAND PERP. PERPENDICULAR SHTHG. SHEATHING WDW. WINDOW BRKT. BRACKET D.S. DOWNSPOUT (EXTERIOR) GAL GALLON L.L. LIVE LOAD P.H. PAPER HOLDER SHWR. SHOWER W.P. WATERPROOF BSMT. BASEMENT DTL. DETAIL GALV. GALVANIZED LOC. LOCATION P.L. PROPERTY LINE SIM. SIMILAR W.R. WATER RESISTANT BTWN. BETWEEN D.W. DISHWASHER G.B. GRAB BAR L.PT. LOW POINT PL. PLATE SL. SLOPE W.S. WOOD SCREW B.U.R. BUILT UP ROOFING DWG. DRAWING G.F.I. GROUND FAULT LT. LIGHT P.L. PROPERTY LINE SPECS. SPECIFICATIONS WT. WEIGHT DWR. DRAWER INTERRUPTER LTG. LIGHTING PLAM. PLASTIC LAMINATE SQ. SQUARE W.W.M.WELDED WIRE MESH CAB. CABINET GL. GLASS LVR. LOUVER PLAS. PLASTER S.S. STAINLESS CAP. CAPACITY E EAST GLB GLU-LAMINATED BEAM PLYWD. PLYWOOD S.S. STL.STAINLESS STEEL XFRMR. TRANSFORMER CATV CABLE TELEVISION EA. EACH GND. GROUNDED MATL. MATERIAL POL. POLISHED STD. STANDARD C.B. CATCH BASIN E.B. EXPANSION BOLT GP. GROUP MACH. MACHINE PR. PAIR STL. STEEL YD. YARD C.F. CUBIC FEET E.J. EXPANSION JOINT GR. GRADE MAX. MAXIMUM PRCST. PRECAST STOR. STORAGE CEM. CEMENT EL. ELEVATION G.S.F. GROSS SQUARE FOOTAGE M.B. MACHINE BOLT P.S.F. POUNDS PER SQUARE STRUC. STRUCTURAL C.I. CAST IRON ELEC. ELECTRIC GWB GYPSUM WALL BOARD M.C. MEDICINE CABINET FOOT SUSP. SUSPENDED C.I.P. CAST IN PLACE ELEV. ELEVATION GYP. GYPSUM M.D.F. MEDIUM DENSITY P.S.I. POUNDS PER SQUARE INCH S.V. SOFFIT VENT C.J. CONTROL JOINT E.P. ELECTRICAL PANEL FIBERBOARD PT. PAINT SYM. SYMBOL OR SYMETRICAL CL CENTER LINE ENCL. ENCLOSURE H. HEIGHT / HIGH MECH. MECHANICAL PR.T. PRESSURE TREATED SYS. SYSTEM CLG. CEILING ENG. ENGINEER H.B. HOSE BIBB MEMB. MEMBRANE PTN. PARTITION V1INCH(ES) CLKG. CAULKING EQ. EQUAL HBD. HARDBOARD MFR. MANUFACTURER PTD. PAINTED T. TREAD > ANGLE CLR. CLEAR EQUIP. EQUIPMENT H.A. HOLLOW CORE OR/ M.H. MANHOLE P.V.C. POLYVINYL CHLORIDE TEL. TELEPHONE CMU CONCRETE MASONRY UNIT E.W. EACH WAY HANDICAPPED MIN. MINIMUM PVMT. PAVEMENT TEMP TEMPERED OR/ FEET OR FOOT CNTR. CENTER EXH. EXHAUST H.B. HEAVY DUTY MIR. MIRROR TEMPERATURE PERPENDICULAR C.O. CLEAN OUT EXIST. EXISTING HDR. HEADER MISC. MISCELLANEOUS Q.T. QUARRY TILE T&G TONGUE AND GROOVE CENTERLINE COL. COLUMN EXP. EXPANSION HDWD. HARDWOOD MISC.O. MASONARY OPENING QTY. QUANTITY THK. THICK COMP. COMPOSITION EXT. EXTERIOR HDWR. HARDWARE MTD. MOUNTED TLT. TOILET d. PENNY CONC. CONCRETE HGR. HANGER MTG. MOUNTING R. RADIUS OR/ T.O. TOP OF 0 ROUND OR DIAMETER all 20'-0" � Y � m o 1 *-7v �w P OINT OF VISION (123.4') I ARCHITECTURAL S E R V ICES 1628 46th Street SE, Everett, WA 98203 op o i n t o f v i s i o n @ h o t m a i l. c o m o ( 4 2 5) 7 7 2- 8 2 0 7 5978 REGISTERED ARCHITECT ROBERT X..-BOZORTH STATE OF WASHINGTON SE o� s5 55 ss ss NEW ACER ' RUBRUM TREE C W G) � o r I 1 w � LL CONCRETE- o ' Adult Family Home For: WALK _ EXI TING 8" UNDERGROUNUND \ CHE RY TREE POWER � a I Bothell Manor LLC N 1520 10th Place N orf' Edmonds, WA 98020 � U)lim N1(n AVERAGE GRADE LEVEL (AGL) CALCS ' L 10' SIDED A_RD_) - C(+123.1' ' ELEVATION SETBACK A 120.7 G G G G G G B 123.4 - C 123.1 36-10"52'-2" 26-0" D 120.3 � TOTAL 487.5 487.5/4 - - - AVG GRADE 121.875' N 49°49'01" W 113.00' Check Set 3/15/24 0 ' Roo ARCHITECTS RESPONSIBILITY TERMINATES UPON ISSUANCE OF L/nOR COMMENCEMENT OF CONSTRUCTION SITE PLAN "°R y r BUILDING IS LIMITED TED TOIDRAFTING AND/OR REDRAFTING OF WORKING D DRAWINGS IN REGARDS TO ERRORS AND/OR OMISSIONS. 1 "=10'- O" CONTENT OF WORKING DRAWINGS ARE TO BE VERIFIED PRIOR TO CONSTRUCTION BY CONTRACTOR. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED. PROPERTY DATA CONSTRUCTION DATA ©2023 ALL RIGHTS RESERVED BY ARCHITECT _ PARCEL NUMBER SCOPE OF WORK ISSUANCE 27031300409000 ""'� " °• DEMOLITION OF EXISTING SINGLE FAMILY RESIDENCE AND CONSTRUCTION PROJECT ADDRESS OF NEW ADULT HOME WITH CARETAKER LIVING QUARTERS ABOVE. 1520 10TH PL N AREA SUMMARY Puget Sound ; "' EDMONDS, WA 98020-2630 CONDITIONED SPACE LOWER LEVEL 3,584 sq. ft. ZONING DESIGNATION ZONING UPPER LEVEL 1,908 sq. ft. TOTAL FLOOR AREA 5,492 sq. ft. MAXIMUM HEIGHT 25' UPPER LEVEL DECK 496 sq. ft. SITE LEGAL DESCRIPTION SITE AREA 11,300 sq.ft. ' _ THAT PORTION OF VACATED LOTS 18,19 AND 20, BLOCK 40, BUILDING AREA(FOOTPRINT) G 3,584 sq.Gft. ORIGINAL PLAT OF NORTH EDMONDS WASHINGTON BUILDING SITE COVERAGE (35/o MAX.) 31.72/0 a,- ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 APPLICABLE CODES & ORDINANCES: OF PLATS, PAGE 75. RECORDS OF SNOHOMISH COUNTY, WASHINGTON, AND OF VACATED NEWPORT AVENUE 2018 INTERNATIONAL RESIDENTIAL CODE W/ STATE AMMENDMENTS �,-.,w �'`• DESCRIBED AS FOLLOWS: 2018 WASHINGTON STATE ENERGY CODE BEGINNING AT A POINT NORTH 38'34' EAST 10.00 FEET FROM 2018 INTERNATIONAL MECHANICAL CODE THE INTERSECTION OF THE CENTERLINE OF NEWPORT 2018 INTERNATIONAL PLUMBING CODE AVENUE AND THE SOUTHEASTERLY LINE OF SECOND AVENUE; THENCE SOUTH 510 26' EAST 10.00 FEET NORTHEASTERLY AVERAGE GRADE FROM AND PARALLEL WITH THE CENTERLINE _ - A 120.7' OF NEWPORT AVENUE. A DISTANCE OF 113.00 FEET; B 123.4' THENCE SOUTH 38' 34' WEST 100.00 FEET; C 123.0' PROJECT INFORMATION THENCE NORTH 51026' WEST 113.00 FEET TO THE SOUTHEASTERLY MARGIN OF SECOND AVENUE; D PROJECT NO: POV2339 THENCE NORTH 38034' EAST 100.00 FEET TO THE POINT OF AVERAGGEE GRADE G120.7+123.4+123.0+120.4)/4= 121.875' BEGINNING, PURSUANT TO STIPULATION AND AGREED MAXIMUM BUILDING ELEVATION = 146.875' PROJECT MANAGER: BB VICINITY MAP NORTH JUDGMENT REFORMING DEED AND QUIETING TITLE TO REAL BUILDING HEIGHT DRAWN BY: BB PROPERTY UNDER ACTION FILED UNDER SNOHOMISH COUNTY SUPERIOR COURT CAUSE NUMBER 13-2-08829-9; N.T.S. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF TABLE OF CONTENTS WASHINGTON. ARCHITECTURAL A1.0 SITE PLAN & PROJECT INFORMATION A1.1 EROSION CONTROL PLAN A2.0 ARCHITECTURAL FOUNDATION PLAN A2.1 LOWER LEVEL FLOOR PLAN A2.2 UPPER PROJECT TEAM A2.3 ROOF PLANLEVEL OOPLANEL FLOOR PLAN A3.0 EXTERIOR ELEVATIONS OWNER A4.0 BUILDING & WALL SECTIONS BOTHELL MANOR LLC SURVEY 22422 97TH AVENUE W EDMONDS, WA 98020 (206)669-4882.....bpmafhllc@gmail.com CIVIL ARCHITECT POINT OF VISION STRUCTURAL BOB BOZORTH 1628 46TH STREET SE, SO TYPICAL DETAILS & STRUCTURAL NOTES EVERETT, WA 98203 S1 FRAMING DETAILS (425)772-8207....pointofvision@hotmail.com S2 FOUNDATION DETAILS CONSTRUCTION NOTES FRAMING DETAILS STRUCTURAL ENGINEER S3 FOUNDATION / MAIN FLOOR SHEAR WALL & UPPER FLOOR CUSTOM DESIGN AND ENGINEERING, INC FRAMING PLAN KYRIAKOS MOROSEOS PE S4 UPPER FLOOR SHEAR WALL & ROOF PLAN 11006 60th AVE W MUKILTEO, WA 98275 (425)268-5946..... kam@cdengr.com CIVIL ENGINEER Site Plan & SKYGATE ENGINEERSA AND CONSULTANTS LLC Project Information KERELLOS YOUSSEF PE 21619 36th DR SE, BOTHELL, WA 98021 (425)623-4619....kerellos.y@skygatengineering.com SHEET NO SURVEYOR GROUNDMARK MAND SURVEYING LLC SEAN 2712 FIR STREET Al ■ SEATTLE, WA 98133 (206)680-3801......mackenzie@groundmarkls.net