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n +tt• R7111-033
<br />SITE INFORMATION
<br />Parcel Number(s): 29051700102300
<br />Legal Description(s):
<br />Section 17 Township 29 Range 05 Quarter NE -
<br />BEG SW COR LOT 10 PLAT HAWTHORNE HGTS TH SLY & PLT & 140.5 FT WLY SD
<br />W LN HAWTHORNE ST 100 FT M/L TO INT WH A LN WH IS 90 FT WLY AT R/A FIR W
<br />LN MAPLE ST TH SWLY PLT W LN MAPLE ST 120 FT M/L TO INT SW BDY TR
<br />CONV P C HEGGE ET UX 431/WD/12 TH N29*32 48 W 200 FT M/L ALG SD SW BDY
<br />SD HEGGE TR TAP WH BEARS S60*27 12W FIR POB TH N60*27 12E 65 FT M/L TO
<br />POB TGW TH PTN BEG INT VAC MAPLE ST & MOST SELY COR LOT 10 PLAT
<br />HAWTHORN HGTS TH WLY ALG SLY MGN SD LOT FOR 144.06FT M/L TO SW COR
<br />SD LOT TH SLY & PLT & 140.5 FT WLY OF WILY LN HAWTHORN ST 100 FT M/LTO
<br />INT WITH A LN WH IS 90 FT WLY AT R/A FIR W LN VAC MAPLE ST TH SWLY PLT W
<br />LN OF VAC MAPLE ST 120FT M/L TO INT OFSWLY BDY TR CONV P C HEGGE ET
<br />UX 431/ WD/12 TH SELY ALG SD WILY BDY SD HEGGE TR 115FTM/L TO W LN VAC
<br />MAPLE ST TH NLY ALG W LN SD VAC MAPLE ST 350FT M/L TO POB TGW TH PTN
<br />NW1/4 NE1/4 DAF - BEG INT N LN 9TH ST & E LN MAPLE ST PRODN TH W ALG N
<br />LN 9TH ST 40FT TH N ALG C/L SD MAPLE ST PROD163.22FT TH W 40FT TO INT W
<br />LN MAPLE ST PROD TH N ALG SD W LN 389.35FT TO SE COR LOT 10
<br />HAWTHORNE HTS ADD TH E AT R/A TO SWLY MGN HAWTHORNE ST TH SELY
<br />ALG SD SWLY MGN HAWTHORNE ST TO INT N LN SD 9THST TH W ALG SD N LN
<br />9TH ST TO POB TGW W 1 OFT HAWTHORNE ST ABTG & VAC PER ORD 3246 REC
<br />5-31-41 AF 917761
<br />`�T/J 3015 9TH ST.
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<br />PR
<br />STAIRS / RAMP FOUNDATION NOTES:
<br />1. EXTERIOR FOOTINGS SHALL BEAR A MIN OF V-6" BELOW ADJACENT
<br />GRADE OR AS NOTED ON PLAN.
<br />2. FOOTINGS SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED
<br />STRUCTURAL FILL.
<br />3. CONCRETE COMPRESSIVE STRENGTH SHALL BE fc = 3,000 PSI.
<br />4. REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING
<br />TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI).
<br />STAIRS / RAMP FRAMING NOTES:
<br />1. UNLESS NOTED OTHERWISE, ALL WOOD AND WOOD -BASED MEMBERS
<br />EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR
<br />WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE
<br />IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1.
<br />2. ENGINEERED WOOD BEAMS EXPOSED TO WEATHER SHALL BE TREATED PER
<br />MANUFACTURER'S RECOMMENDATIONS.
<br />3. UNLESS NOTED OTHERWISE, ALL BEAM -TO -COLUMN CONNECTIONS SHALL
<br />BE SIMPSON CC OR ECC SERIES COLUMN CAPS. STRINGER -TO -COLUMN
<br />CONNECTIONS SHALL BE SIMPSON HUC SLOPED HANGER U.N.O.
<br />4. UNLESS NOTED OTHERWISE, ALL JOIST -TO -BEAM CONNECTIONS SHALL BE
<br />SIMPSON LU SERIES FACE MOUNT HANGERS,
<br />5. COLUMNS SHOWN ON PLAN ARE BELOW FRAMING LEVELS INDICATED.
<br />6. UNLESS NOTED OTHERWISE, ALL (2)2x MEMBERS WHERE CALLED OUT ON
<br />PLAN SHALL BE FASTENED TOGETHER WITH (2) ROWS OF 10d NAILS @ 12" OC
<br />STAGGERED.
<br />7. HURRICANE TIES SHALL BE PROVIDED AT ALL NEW ROOF RAFTER AND ROOF
<br />BEAM CONNECTIONS PER ROOF FRAMING DETAILS.
<br />HANDRAIL AND GUARDRAIL NOTES:
<br />1. PREFABRICATED GUARDRAIL SYSTEMS SHALL BE A DEFFERED (SAVED
<br />UNTIL LATER) SUBMITTAL, WITH DRAWINGS AND CALCULATIONS SUBMITTED TO
<br />THE DESIGNER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO
<br />FABRICATION AND INSTALLATION.
<br />2. GUARDRAIL LOADING CRITERIA:
<br />HANDRAILS AND GUARDRAILS SHALL BE DESIGNED TO RESIST A LINEAR
<br />LOADING OF 50 POUNDS PER LINEAR FOOT, AND 200 LBS CONCENTRATED
<br />LOAD, INTERMEDIATE RAILS SHALL BE DESIGNED TO RESIST A CONCENTRATED
<br />LOAD OF 50 LBS., IN ACCORDANCE W/ SECTION 4.5.1.1 OF ASCE7.
<br />EXISTING BUILDING CODE INFORMATION
<br />REPAIRS PROPOSED IN THIS PROJECT SHALL MEET THE PERFORMANCE
<br />COMPLIANCE MEASURES DESCRIBED IN CHAPTERS 4, 5 AND 7 OF THE
<br />INTERNATIONAL EXISTING BUILDING CODE, 2018 EDITION.
<br />THE SCOPE OF WORK ENTAILS REPAIRS TO EXISTING CLADDING SYSTEMS AND
<br />DOES NOT INCLUDE STRUCTURAL REPAIRS, OR ADDITIONS TO THE EXISTING
<br />BUILDING.
<br />ALTERATIONS SHALL MEET THE DEFINITIONS OF LEVEL 1 ALTERATIONS, PER
<br />IEBC SECTION 602.1. REMOVAL AND REPLACEMENT OF EXISTING MATERIALS
<br />USING NEW MATERIALS THAT SERVE THE SAME PURPOSE.
<br />701.4 EXISTING EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL
<br />REMAIN OPERATIONAL.
<br />702.4, 702.5 WINDOWS. WINDOW REPLACEMENT IS NOT INCLUDED IN
<br />THIS PROJECT.
<br />702.6 ALTERATIONS ( NEW SYSTEMS AND MATERIALS) SHALL MEET
<br />REQUIREMENTS OF IBC, AND OTHER APPLICABLE CODES.
<br />703 FIRE PROTECTION FIRE RESISTANCE RATINGS OF EXISTING
<br />ASSEMBLIES SHALL REMAIN INTACT, OR BE REPAIRED AS REQUIRED.
<br />706 STRUCTURAL. STRUCTURAL REPAIRS ARE NOT REQUIRED, OR
<br />INTENDED TO BE PART OF THIS PROJECT.
<br />707 ENERGY CONSERVATION: LEVEL 1 ALTERATIONS DO NOT REQUIRE
<br />COMPLIANCE WITH THE ENERGY CODE.
<br />BUILDINGS SHALL REMAIN OCCUPIED DURING REPAIRS. PROVIDE SAFEGUARDS
<br />DURING CONSTRUCTION IN ACCORDANCE WITH IEBC CHAPTER 15.
<br />1501.2. EQUIPMENT AND MATERIALS SHALL BE STORED AND PLACED
<br />SO AS NOT TO ENDANGER THE PUBLIC, WORKERS, OR ADJACENT
<br />PROPERTIES.
<br />1501.3 REQUIRED EXITS, STRUCTURAL ELMENTS, FIE PROTECTION
<br />DEVICES AND SANITARY SAFEGUARDS SHALL BE MAINTAINED AT ALL
<br />TIMES DURING ALTERATIONS.
<br />1501.4 WASTE MATERIALS SHALL BE REMOVED IN A MANNER WHICH
<br />PREVENTS INJURY TO PERSONS, PROPERTIES OR TO ADJACENT
<br />RIGHTS OF WAY.
<br />1501.5 FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY WITH
<br />APPLICABLE REQUIREMENTS OF THE IBC, AND CHAPTER 33 OF THE IFC.
<br />1501.6 PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION
<br />AND DEMOLITION ACTIVITIES WITH WALKWAYS, BARRICADES,
<br />BARRIERS, RAILINGS, AND OTHER MEANS DESCRIBED IN THE CODE.
<br />1502. ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE
<br />PROTECTED DURING CONSTRUCTION AND DEMOLITION WORK.
<br />1503. TEMPORARY USE OF STREETS, ALLEYS, AND PUBLIC PROPERTY.
<br />TEMPORARY USE OF PUBLIC PROPERTY SHALL BE AS PERMITTED AND
<br />AGREED UPON BY THE CITY OF EVERETT.
<br />1504 FIRE EXTINGUISHERS. PROVIDE FIRE EXTINGUISHERS DURING
<br />CONSTRUCTION AS FOLLOWS:
<br />AT EACH STAIRWAY ON ALL FLOOR LEVELERS WHERE
<br />COMBUSTIBLE MATERIALS HAVE BEEN ACCUMULATED.
<br />IN EVERY STORAGE AND CONSTRUCTION SHED,
<br />WHERE SPECIAL HAZARDS EXIST, SUCH AS PAINT OR
<br />FLAMMABLE LIQUID STORAGE AREAS.
<br />1505. MEANS OF EGRESS SHALL BE MAINTAINED AT ALL TIMES.
<br />1509 APPROVED WATER SUPPLY. AN APPROVED WATER SUPPLY FOR
<br />FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS
<br />COMBUSTIBLE MATERIAL ARRIVES ON SITE
<br />NO CHANGE OF OCCUPANCY IS BEING PROPOSED
<br />EXISTING PROJECT
<br />INFORMATION
<br />7 Buildings
<br />6 Residential
<br />1 Office/ Manager
<br />Parking Stalls-
<br />119
<br />Standard
<br />11
<br />Accessible
<br />43
<br />Compact
<br />173
<br />Total
<br />Floor Areas:
<br />Bldg, 1
<br />18 Units, 15,942 s.f.
<br />Bldg. 2
<br />18 Units, 15,942 s.f.
<br />Bldg. 3
<br />18 Units, 15,942 s.f.
<br />Bldg. 4
<br />18 Units, 20,538 s.f.
<br />Bldg. 5
<br />18 Units, 20,538 s.f.
<br />Bldg. 6
<br />9 Units, 7,269 s.f.
<br />Office
<br />1 Unit, 4,053 s.f.
<br />10
<br />100 Units, 100,224 s.f.
<br />PR
<br />DEFERRED SUBMITTALS:
<br />PROJECT DESCRIPTION
<br />RECONSTRUCTION AND REPLACEMENT OF
<br />EXISTING WOOD STAIRS (REPLACEMENT IN
<br />KIND)
<br />1. PREFABRICATED GUARDRAIL SYSTEM AND RAILINGS
<br />DEFERRED APPROVAL ITEMS
<br />SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR
<br />ENGINEER OF RECORD WHO SHALL REVIEW THEM AND INDICATE THAT THE DEFERRED SUBMITTAL DOCUMENTS
<br />HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN
<br />OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND
<br />SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE.BtftDtNGn0FRCtAL. DEFERRED SUBMITTALS SHALL BE
<br />STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT.
<br />L eo
<br />PROPERT
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<br />PROPERTY
<br />DESCRIPTION(S):
<br />River's Landing Apartments
<br />PROPERTY ADDRESS: 3015 9th Street, Everett, WA. 98201
<br />OWNER:
<br />Williams Investments
<br />OWNER ADDRESS:
<br />OWNER PHONE:
<br />(425) 355 0353
<br />PARCEL SIZE:
<br />2.76 Acres
<br />ZONING AREA:
<br />MR (Multiple & Residential)
<br />USE:
<br />Residential Multi -Family.
<br />PR
<br />SPECIAL
<br />INSPECTIONS:
<br />PROVIDE SPECIAL
<br />INSPECTION OF PILINGS AS
<br />REQUIRED BY IBC
<br />SECTION 1705.7
<br />Owner: G11 WILLIAMS INVESTMENTS LLC
<br />Tenant: RIVER'S LANDING APTS-BLDG 7
<br />(OFFICE/MGR)
<br />App. Date: 11/10/2021
<br />Proposed Use: COMMERCIAL ALTERATIONS
<br />Description: REPAIR & REPL EXTERIOR STAIRS-BLDG 7
<br />(OFFICE/MGR)
<br />Reviewed B Date:
<br />Office Set lob Site Set Fire/Planning Set
<br />STATEMENT OF SPECIAL INSPECTIONS
<br />SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A
<br />WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF
<br />WORK IN ACCORDANCE WITH SECTION 1704.4 OF THE IBC.
<br />STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED.
<br />SPECIAL INSPECTION
<br />OPERATION
<br />CONT
<br />PERIODIC
<br />REMARKS
<br />SOILS
<br />PIPE PILING INSTALLATION
<br />X
<br />PILING REFUSAL VERIFICATION
<br />X
<br />NOTE:
<br />ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL
<br />INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE
<br />ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL
<br />RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT
<br />TO THE ATTENTION OF THE DESIGN TEAM.
<br />CITY OF EVERETT
<br />Permit Services
<br />9552 REGISTERED
<br />ARCHITECT
<br />0000
<br />CHA.L AARON STEVENS
<br />STATE OF WASHINGTON
<br />Re -siding Project,
<br />River's Landing
<br />Building 7
<br />FOR
<br />Williams
<br />nvestments
<br />AT
<br />3015 9th Street, Everett,
<br />WA. 98201
<br />Permit Set
<br />This drawing is:
<br />1. Copyright 2020 Dykeman, Inc.
<br />2. The Architect's Instrument of Professional Service.
<br />3. For use on this project only. Obtain Architect's
<br />written permission for any other use or reproduction.
<br />2021-023
<br />MARK DATE DESCRIPTION
<br />PR 1 12/30/2021 1 Permit Correction
<br />PRINCIPAL IN CHARGE:1 MS
<br />PROJECT MANAGER: DH
<br />PROJECT ARCHITECT: AO
<br />JOB CAPTAIN: KF
<br />COVER SHEET AND
<br />9TH STREET
<br />SITE PLAN - RAMP LOCATION B-7 AREA
<br />1" = 50'-0"
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<br />RAMP LOCATION
<br />SERVING BUILDING
<br />#7 AREA
<br />RAMP LOCATION PLAN
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