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HomeMy WebLinkAboutPermit D15-0238 - NC MACHINERY - EXTERIOR WALLSNC MACHINERTY 7220 S 180 ST D15-0238 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: 3623049011 Address: 7220 S 180TH ST Project Name: NC MACHINERY DEVELOPMENT PERMIT Permit Number: D15-0238 Issue Date: 10/14/2015 Permit Expires On: 4/11/2016 Owner: Name: HARNISH GROUP INC Address: PO BOX 3562, SEATTLE, WA, 98124 Contact Person: Name: TANYA JOHNSON Phone: (253) 922-4168 Address: 601 ST HELENS AVE, TACOMA, WA, 98402 Contractor: Name: HHJ INC Phone: (253) 380-3801 Address: PO BOX 27451, FEDERAL WAY, WA, 98093 License No: HHJINI*890D5 Expiration Date: 3/25/2017 Lender: Name: PROPEL INSURANCE Address: 1201 PACIFIC HWY #1000 , TACOMA, WA, 98402 DESCRIPTION OF WORK: COSMETIC WORK ON EXTERIOR WALLS. APPLY NEW PRE -FINISHED METAL SIDING TO EXISTING CMU WALLS. REMOVE 1 EXISTING WINDOW AND REPLACE WITH NEW AND ADD 1 WINDOW. ADD GWB TO INTERIOR CIVIL) WALL SURFACES 2ND FLOOR ONLY. Project Valuation: $20,000.00 Fees Collected: $824.42 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: RENTON Sewer District: RENTON SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan nelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No i�m Permit Center Authorized Signature:.P11[IL Date: e g I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions otla� and ordinances governing this work will be complied with, whether specified herein or not. The granting t is permit does not presume to give authority to violate or cancel the provisions of any other state or local I regulating construction or the performance of work. I am authorized to sign and obtain this development p it and agree to the conditions attached to this permit. j Signature: Date: Print Name: OLAZ �� This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: Masonry construction shall be special inspected. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0409 FRAMING 0606 GLAZING 4022 SI-MASONRY CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite / 00 Tukwila, WA 98188 http:!/www.TukwilaWA.gov SITE LOCATION Building Permit No. Project No. Date Application Accepted: Date Application Expires: or 0111ce use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" King Co Assessor's Tax No.: Z Site Address: � S. iooyt UIGW i (...,a , W� Suite Number: Floor: Tenant Name: &f✓ -G[d'I N _(l.yl New Tenant: ❑ .....Yes 0-No PROPERTY OWNER Name: Is4 v Address: 5, I d it� Cw' State: Zip: 41-0,6 rc CONTACT PERSON — person receiving all project communication Name: \ �� SD Address�� City: f State: Zip: Phone Zv� 68 Fax Z55 u 3 11 /� Email: , L0 W1 GENERAL CONTRACTOR INFORMATION Company Name: 3 c , Address: City: ©I �Sta WA Zip: Q 7� Phon . 7 3 ZZ (1 ' Fa D 7391 Contr Reg No.: t � Exp ate: l� Z Tukwila Busin ss Lic se No it, ARCHITECT OF RECORD Company Name: �� S Architect Name: 1zour,—� Address: o City: State: Zip: 6 8� Phone: LSD / tk ax: ZS_ ZZ_ 3 1 Email: �,� m4ci, CO VI/, ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: E LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 5 1] Address:11-01A-C-% Ft 000 City: �COINI� State: Zip: 8q-6 H:\Applications\Forms-Applications on Line 2011 Applications Permit Application Reds - S-o. r I So Revised August 2011 bli Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 0 0 O Existing Building Valuation: $ <01oa ._. Describe the scope of work (please provide detailed information): Nf�:u -ro s'r. �iM t, W A tLS w1oW t&$T-iiNCr- Wi000u.) 144D *1An "1> o�J I` NF-U3 w r N,Do UJ r�-y `'Q o r+�T,e~x>-eo ram, Wu -WA$u rzre s 243D HofL- 0 1 Will there be new rac storage. ..Yes o If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below I' Floor Existing N Interior Remodel W o rL Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 2" Floor 0 y Q Yd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Com act: P Handicap: Will there be a change in use? El ....... Yes El ....... No If "yes". explain: FIRE PROTECTION/HAZARDOUS MATERIALS: El ....... Sprinklers ❑....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? If ' yes', attach list of materials and storage locations on a separate 8-112 " x I / " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line2011 ApphcanonsPermn Appl,cu)on Reasa: • €-4-I1 a, Revised Aug-, _^QI I bh Page 2 of 4 I PERMIT APPLICATION NOTES - I Value of Construction — In all cases. a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON. AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER R AUT ORIZED AGENT: p _ _ Signature: Date: ` l' lS Print Name: NYA (Oopmyi Day Telephone: 7iS3 - / Z?,, - 416 Y Mailing Address: b c>( s l LDS t 1" A- (,4.ih- I 3If-0 Z City State Zip H:\Applications\Forms-Applications On Line _011 ApplicauonsPermit Appkwm Reused - &.4.11 don Revised August 2011 bh Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $510.92 D15-0238 Address: 7220 S 180TH ST Apn: 3623049011 $510.92 DEVELOPMENT $486.80 PERMIT FEE R000.322.100.00.00 0.00 $482.30 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $24.12 TECHNOLOGY FEE TOTAL FEES .A64 R000.322.900.04.00 0.00 $24.12 $510.92 Date Paid: Wednesday, October 14, 2015 Paid By: HARNISH GROUP INC Pay Method: CHECK 586655 Printed: Wednesday, October 14, 2015 12:19 PM 1 of 1 p"fSYS7EM5 Date Paid: Tuesday, September 15, 2015 Paid By: HARNISH GROUP INC Pay Method: CHECK 585547 Printed: Tuesday, September 15, 2015 3:21 PM 1 of 1 (rMW SY57EM5 INS ECTION RECORD (4) lRetain a copy with permit 0 INSPTICTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila * WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project- % C/ Type of spepion:_ Wdd Al Address: / -Z17-0 S-0 f 5 f, Date Called: Special Instructions: Date Wanted* /-4,--(6 a.m. p.m. Requ.ester: 3 te'vt' /0"- Phone No: -7X3 W 65 I inspector: *—C'11 I Datel — 23-- f � I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. CatI. to schedule reinspection. QJ �'- -3 1 INSPECTION RECORD I Retain a copv with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit !nspection Request Line (206) 438-9350"�e� Project: /t/C Aj�KA�lery Type ot Inap"Don: -S'/ V Address: 7PI9,0 5: 12 Date Called: ' Special Instructions: Date Wanted: Requestg-;, 1 -5-14ze Phone_No: - EJApproved per applicable codes. Corrections required prior to approval. Inspector: e� JDate: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat( to schedule reinspection. �-Jz . D' ' INSPECTION RECORD. , [ INSPECTION NO. Retain a copy with permi PEHM11T N& CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: A/C 4%��eliv Type of Insp Address: 1610 7V 72 e2c"9 S 1 �f Date Called: Special Instructions: PM Date Wanted: a.m. CP77M. Requester: Phone No: FlApproved per applicable codes. 1-1 Correcti(..,, equired prior to approval. paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. INSPECTION REC IRD 0 . INS Retain a copy with permit PERMIT 1\10� CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projecl- Type of In S t' n' Addriss: "72 o m�115r Date Called: J '4!� Special Instructions: Date Wanted: a m laAct ep-�Mlj Requester: Phone No: RA-Pproved per applicable codes. Corrections required prior to approval. paid at 6300 Southcenter Blvd., Suite 100. Call. to schedute reinspection, City of Tukwila Department of Community Development September 24, 2015 TANYA JOHNSON 601 ST HELENS AVE TACOMA, WA 98402 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0238 NC MACHINERY - 7220 S 180TH ST Dear TANYA JOHNSON, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All plan sheets and the front cover of structural calculation produced by a Washington State licensed architect, structural engineer or civil engineer shall have on those sheets original wet stamp with wet signatures. (Electronic copies shall not be approved.) (BUILDING REVIEW NOTES) 1. The plans and documentation provide shall be wet stamped with wet signatures on each plan sheet and documents or calculations provided by the architect or engineer in charge. Please provide the documents as specified. 2. Provide quality assurance specifications for special inspections of the masonry construction to include specifications for steel. (IBC 1705.4) 3. Revise code notes to show accessible codes to comply with 2009 codes. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)431-3655. Sincerely, Bill Rambo2 Permit Technician File No. D15-0238 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98788 • Phone 206-431-3670 • Far 206-4.31-366.5 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0238 PROJECT NAME: NC MACHINERY SITE ADDRESS: 7220 S 180TH ST Original Plan Submittal X Response to Correction Letter # 1 DEPARTMENTS: � Building Division Fire Prevention DATE: 10/02/15 Revision # before Permit Issued Revision # after Permit Issued ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 10/06/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DUE DATE: 11/03/15 Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0238 DATE: 09/18/15 PROJECT NAME: NC MACHINERY SITE ADDRESS: 7220 S 180TH ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Arv- ri J c4v,�L AtAk AJIA 942--15- C PL_ 4-f Building Division Fire Prevention Planning Division �l� J u lic Wor Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 09/22/15 Not Applicable ❑ Structural Review Required ❑ (no approval review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/20/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only i� �j l r CORRECTION LETTER MAILED: -- -q —I J Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 4, City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http•//www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit.Center. Revisions will not be accepted through the mail, fax, etc. Date: Oq-10' 10tJ Plan ChecW?ermit Number: D 15-023 8 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 R C: C E +/ r CITY OF I UKWiLA ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner OCT 0 1 2015 PERMIT CENTER Project Name: NC Machinery--ak11tV"AAX- Project Address: 7220 S 180 St Contact Person: 'F�P*(P <i 0(0-SON Phone Number:3 Summary of Revision: (— we- 510�p A0111 row AVD Sfa 91411 G lot , A00 10 S11 ZM%30 WOTEr * S7^L -- A6T m A36 Nth ON SEW1%0 t 3 - cog C y ft1 Veym) b oN c�v*w Sh elwr Sheet Number(s): AU -- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 HHJ Inc Page 1 of 2 CWashington State Department of Labor & Industries HHJ Inc Owner or tradesperson Principals Hansen, Garth Roger, PRESIDENT Doing business as HHJ Inc WA UBI No. 603 093 299 License home Inicio en I:9anol Contact Safety Claims & Insurance P.O. Box 27451 FEDERAL WAY, WA 98093 253-380-3801 KING County Business type Corporation A-'L Index Help My set:ure 1AJ Workplace Rights Trades & Licensing Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................................................ Meets current requirements. License specialties GENERAL License no. HHJINI*890D5 Effective — expiration 03/2512011— 03/25/2017 Bond Western Surety Co $12,000.00 Bond account no. 71083925 Received by L&I Effective date 03/25/2011 03/25/2011 Expiration date Until Canceled Insurance .............................. Associated Industries Ins Co 1 $1,000,000.00 Policy no. AES103360100 Received by L&I Effective date 12/31/2014 01/01/2015 Expiration date 01/01/2016 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts .......... No L&1 tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. https:Hsecure.lni.wa.gov/verify/Detail.aspx?UBI=603093299&LIC=HHJINI*890D5&SAW= 10/13/2015 LEGAL DESCRIPTION PROJECT NAME: NC -METAL SIDING REMODEL 2012 INTERNATIONAL EXISTING BUILDING CODE PARCEL # 3623049011 AT WATERMARK BUILDING TUKWILA LOT CONSOLIDATION #L09-048 REC 20091215900006 SD LOT CONSOLIDATION LOCATED INN 1/2 OF NW 36-23-04 PROJECT DESCRIPTION: ADD METAL SIDING TO THE EXISTING CMU BLOCK BUILDING. 2012 INTERNATIONAL BUILDING CODE WITH STATE AMENDMENTS (7-1-13) INFILL TWO WINDOWS w/CMU, ADD NEW WINDOW OPENING, 2012 INTERNATIONAL MECHANICAL CODE WITH STATE AMENDMENTS (7-1-13) REPLACE WOOD WINDOWS WALUMINUM. ADD GWB FINISH VICINITY MAP TO INTERIOR WALLS, AT THE SECOND STORY AREA. 2012 INTERNATIONAL FIRE CODE WITH STATE AMENDMENTS (7-1-13) ADDRESS: 7220 South 180th Street, TUKWILA, WA 98188 2012 NFPA 30 - FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE JURISDICTION: CITY OF TUKWILA 2012 UNIFORM PLUMBING CODE WITH STATE AMENDMENTS (7-1-13) T w II159:J E ZONE: C/LI -Commercial Light Industrial 2012 WASHINGTONSTATE ENERGY CODE (WAC 51-11C) (Dj}xa n SHEET INDEX COVER COVER G101 SPECIFICATIONS D201 DEMO PLANS & ELEVATIONS A101 SITE PLAN A201 PLANS & ELEVATIONS A301 SECTIONS & DETAILS (i w U) O n- ix D a z O H U D F- z O U Of O u- O F- U) 0 z w w w _1 0- 2 O U O F- Q: O F- U F- z O U ry W 2 F- O z Q } m W C'J W !Y W m J J Q 0 z It W W _z C7 z W 0 z Q U z J W 0 —I a z O E- 0 0 Q SPECS - MASONRY 1 /4" = 1'-0" PART 1 GENERAL 1.01 SUMMARY A. Standard Concrete Masonry Units, Ground Face Concrete Masonry Units, Split -Face Concrete Masonry Units. B. Loadbearing Concrete Masonry Units 1.05 SUBMITTALS A. Manufacturer to submit product literature, data, test reports, certifications, and samples, of each type concretemasonry unit, as required. 1.09 SAMPLES A. Manufacturer to submit color samples of various types and/or finishes under consideration from standard color palette, as required. 1.10 CERTIFICATIONS A. Complies with ASTM C33 - Standard Specification for Concrete Aggregates. B. Complies with ASTM C90 - Loadbearing Concrete Masonry Units, as applicable. C. Conforms to National Concrete Masonry Association (NCMA) Shapes and Sizes Manual, as applicable. 1.11 FIELD SAMPLES A. Manufacturer shall submit full size samples of each type and color of unit selected to illustrate texture, finish, coating, and color, as applicable. MUTUAL MATERIALS/ Concrete Masonry Units (CMU Specifications) 1.13 PACKING, SHIPPING, HANDLING, AND UNLOADING A. Stack units on pallets in an "interlocking" fashion to facilitate shipping.If unable to "interlock", the top layer of units shall be mechanically secured. B. Each full pallet shall weight between 3500 and 3750 pounds. C. Bag all architectural and specialty units using shrink-wrap coverings. U) D. Separate layers of ground face units with corrugated plastic sheeting. o_ E. Unload pallets from delivery vehicle with forklift capable of safely lifting and carrying pallets. o_ F. Handle units and pallets with care to avoid damage and breakage. z 1.14 STORAGE AND PROTECTION O A. Store pallets on level ground in single stacks only. f= B. Upon delivery, site manager shall cover pallets with waterproof material as protection from inclement Z) weather; provide ventilation to avoid condensation. 1.15 WARRANTY W A. Units shall be free from defects in materials for 1 year from date of shipment. p B. ASTM C90, 8.1, 8.2 and 8.2.1, Finish and Appearance, applies. U C. Inspect shipment for unit defects upon delivery. Defects shall be immediatelyreported to manufacturer. u_ O PART 2 PRODUCTS F-- 2.01 MANUFACTURERS U C9 A. Mutual Materials Co. P.O. Box 2009, Bellevue, WA 98009 Z B. Basalite, Dupont WA 2.03 MATERIALS A. Structural Standard Concrete Masonry Units, Ground Face Concrete Masonry Units, Split -Face Concrete Masonry Units, as required. W 1. GENERAL a. Unless otherwise indicated or specified, concrete masonry units shall be standard units with nominal �W face dimensions of 16 inch length x 8 inch height (15 5/8 x 7 5/8 actual) x width indicated. W b. 4", 6", 8", 10" and 12" nominal widths are available. o- c.Ground Face Concrete Masonry Units shall be approximately 3/32" less than NCMA actual width due to 0 ground face surface. 0 d. Provide, or cut, all related matching accessory shapes and sizes as required for lintels, corners, 0 jambs, sills, control joints, headers, bonding, and other special conditions. e. Where units are placed so end of a unit is exposed, such as at corners or O intersections, the exposed end of that block shall have a surface that matches U the color and texture of the other units. f. Provide units with normal weight aggregate conforming to ASTM C33 (No light weight Block), as z required. g. Normal weight aggregate shall be #10 architectural screened aggregate h. Cure all units in a moisture -controlled atmosphere to conform to ASTM C90. i. ASTM C90, Standard Specification for Loadbearing Concrete Masonry Units, shall apply as required. j. All exterior exposed CMU units shall contain integral water repellent admixture, "Dry -Block" by W.R. O Grace. >. 2. COLOR Z a. Colors from Mutual Material Standard Palette of sample colors, as listed on Exterior Color Legend on < drawings A3.1, A3.2. m 2.04 ACCESSORIES 0 A. MORTAR W 1. Shall comply with ASTM C270, Standard Specification for Mortar for Unit Masonry. D 2. Water for masonry mortar shall be clean and free of oils, acids, alkalis, salts, organic materials, or W other substances that are harmful to mortar or any metal in the wall. 3. Admixtures containing chlorides accelerate corrosion of steel reinforcing, ferrous ties and anchors, m metal doors, and metal window frames. Chloride containing admixtures are, therefore, not recommended. 4. Aggregates for mortar must comply with ASTM C144, Standard Specification for Aggregates for = Masonry Mortar. 5. Mortar shall contain integral water repellent "Dry -Block" by W.R. Grace C7 B. GROUT Z 1. Shall comply with ASTM C476, Standard Specification for Grout for Masonry. W 2. Water for grout shall be clean and potable. W 3. Admixtures shall comply with ASTM C476, 3.1.5. z 2.05 FABRICATION TOLERANCES Z A. Shall comply with ASTM C90, Standard Specification for Loadbearing Concrete Masonry Units, Article W 7, Permissible Variations in Dimensions. Z 2.06 FINISHES Q A. Finished surfaces exposed in place shall conform to an approved sample consisting of not less than Z four units, representing the range of texture and color permitted C. DAMP PROOFING 1. Apply damp -proofing to exterior of above grade CMU blocks. See section Section 7, W THERMAL AND MOISTURE PROTECTION, Damp -proofing at CMU Block. J PART 3 EXECUTION Z 3.01 PREPARATION O H A. Foundation must be level and clean, free of ice, dirt, oil, mud, and other substances. o 3.02 INSTALLATION A. Installers shall be experienced masons using best masonry practices. B. Lay up walls plumb and true, with courses level, accurately spaced and coordinated with other work. C. Pull units from more than one pallet at a time. Z D. Install only quality units. Reject defective or damaged units. O E. As work progresses, build in all metal doorframes, window sashes, louvers, conduit, pipe, panel O boards, and other items as required. Build in openings and recesses as required for work of other trades. Q F. Temporarily brace masonry walls that may be exposed to wind loads or other conditions that could U affect stability. G. Install weep holes, vents, flashing at locations as indicated on plans and in strict accordance with best a- masonry flashing practices. < H. Install cap flashings immediately after wall top completion or provide interim weather protection. J. Temperatures between 40 and 90° F (4.4 and 32.30 C) are considered "normal" temperatures for W masonry construction and do not require special procedures or weather protection protocols. When ambient (- temperatures fall below 40° F (4.4° C) or above 900 F (32.30 C), special construction procedures shall be W considered to ensure the final construction is not adversely affected. 0 K. Protect newly constructed walls by draping weather -resistant coverings over wall and extending them LL below any mortar susceptible to washout. -1 3.03 CLEANING > A. Minimize mortar and grout smears on face of units during installation. U) Z) B. Mortar droppings can be removed with trowel or chisel after being allowed to harden. J C. Remove remaining mortar with stiff fiber brush. 0 D. Clean completed walls with masonry cleaner, strictly following manufacturer's directions. Rinse o thoroughly. W U RE UMEQ FOR ODE COMPLIANCE W OCT 0 7 ' 2015 z city ®If13'aI1 a IIJISIO3JILDIN=) w PERMIT SET - #D15-0238 0 z 0 0 PARAPET Q�48 CMU PLT SECOND FLR 9' -10" FIRST FLR 0'-0" FIRST FLOOR DEMO PLAN 1 /4" = 1'-0" J... .. .................... I �j li ...... .... .... I .4" ... _...... .... ( I I ............ ' ... 4."... 3 .. t .. .. 1 /4" = 1'-0" STAIR & JDING — I REMOVE WOOD WINDOW, INFILL w/CMU ti o i D201 c OFFICE OFFIC ao 202 201 C REMOVE 88"x32" WOOD WINDOW, ADD LINTEL REMOVE WOOD WINDOW, INFILL w/CMU A D201 A301 REMOVE MECH UNIT, D INFILL OPENING rv/CMU I I REMOVE CARPE 7 , PREP B ( FOR VCT, (E) CEILNG AND _FIXTURES TO REMAIN _ — � A301 — — (E) 2x4 WALL w/GWB BOTH uj SIDES, REMOVE BASE. (E) CMU WALLS, TYP / REMOVE CMU FOR 72"x40" WINDOW, HE @ V-10" +/—, ALIGN 5' — 8" 2' — 0" w/CMU, ADD LINTEL VERIFY DIM 25' — 4" SECOND FLOOR DEMO PLAN 1 /4" = 1'-0" INSPECTION NOTE: IBC 2012 1705.4 — MASONRY CONSTRUCTION SHALL BE INSPECTED AND VERIFIED IN ACCORDANCE WITH TMS 402—ACI 530/ASCE 5 AND TMS 602/ACI 530.1/ASCE 6 QUALITY ASSURANCE PROGRAM REQUIREMENTS. CONTRACTOR SHALL PROVIDE SPECIAL INSPECTIONS B B REMOVE (E) WOOD A301 j WINDOW REMOVE WOOD I PROVIDE 8"x8"x1/2" WINDOW, INFILL GALV STL w/CMU LINTE (A TM A36 ) _.._i I __.._. _ I.... ... . ........ . B \ L D201 ARAE. 20 Cmu PLT SECOND FLR 9' - 10" FIRST FLR ............ - ..................-0� 0�� E IN STAIRS & LANDING — NO WORK DN' . A D201 Lk PARAPET 20' - 4" CMU PLT NU 18'-8" SECOND FLR 9' - 10" jk FIRST FLR lqu o'-o" (E) SECURITY CAMERA PLAN / SECTION LEGEND DEMO WALL (...................................................I (E) WALL B A301 I I A EAST ELEV-DEMO 1/4 - 1 0 j KEWEVVED FOR t ,hI &A 1 1 X 1 B PARAPET 20' - 4" CM_U PLT SECOND FLR 9'-10" 70 FIRST FLR 0'-0" � T a 0 0 SITE PLAN lie = 50'-0" 4 ;9A 1'730:41 1 1 • REVIltWED FOR CODECOMPLIANCE APRROVED OCT 0 ry 2015 city Of Tulila BUILDING DIVISION I I FOR NEW SIDING AROUND SIDING METER AS REQ'D FIRST FLOOR PLAN 1 /4" = 1'-0" SECOND FLR 2 301 3 NEW PRE -FIN MTL SIDING (MATCH (E)), ON HORIZ FURRING CHANNELS PER A MNFR, OVER (E) FINISHED 1 CMU WALL A301 A301 NEW WALL CAP FLASHING OVER EXISTING 1 /4" = 1'-0" 4 i HEAD 301 FLASHING I I ! I HEAD FLASHING 4„ I ' I �6 i A301 5 A30 U=0.38 MAX SHGC=0.40 MAX I C l ff _ tj INFILL w/CMU (e> I I (e) . — — 7'-4"x2'-8" ALUM vvrrLw, i r r WINDOW, IN (E) I OPENING, ADD LINTEL NEW PRE -FIN MTL INFILL w/CMU 6'x3'-4" ALUM WINDOW, SIDING (MATCH (E)), HEAD @ 6'-10" ON HORIZ FURRING ALIGN w/CMU, ADD CHANNELS PER LINTEL MNFR, OVER (E) FINISHED CMU WALL, I ALL FOUR WALLS 25' - 4" UNINSTALL FIXTURES, ADJUST, FIT METAL SIDING AROUND FIXTURE PENETRATIONS, CAULK, AND RE -INSTALL FIXTURES. 2 ......... .... . A301 f i i 8 1 A�01 SECOND FLOOR PLAN 1 /4" = 1'-0" B A301 B NEW PRE -FIN MTL SIDING (MATCH C I (E)), ON HORIZ FURRING j CHANNELS PER MNFR, OVER (E) FINISHED CMU WALL I LAP o/ (E) SIDING AS REQ'D C WEST ELEV 1/4 -10 4" 8SIM U=0.38 MAX SHGC=0.40 MAX 4 A301 4" 3 6'-0" I 3'-4" PARAPET 20'-4" CMU PLT 18'-8" 2 A301 SECOND FLR 9'-10" CAULK ALL JOINTS, TYP -I FIRST FLR 0' 0" A A201 2 A301 2 3 GENERAL NOTES 1 DIMENSIONS ARE TO GRID, FACE OF CMU 2 (E) INTERIOR CEILING AND LIGHTS TO REMAIN, DO NOT DAMAGE 3 CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENT AND REINSTALLING OF EXTERIOR MOUNTED FIXTURES. B A301 NEW.PRE-FIN MTL SIDING B (E) GUTTER ON (MATCH (E)), ON HORIZ BACK TO REMAIN vi FURRING CHANNELS PER MNFR, OVER (E) FINISHED CMU w O WALL I = PARAPET a j 20'-4" o CMU PLT 18'-8" TRIM AROUND (E) z WALL, ROOF, O r SOFFIT j i E ,� i a Y �u O i �r/ VVr^^ ' nnJJ 8 Z A301 h I SECOND FLR 11 9- 10 4 .. g 301 Ia O S _ ...... k 2 I r ......................... I I r' O ... (E) STAIR - NO _ ' WORK ............. O . .. i, ......... I_.. .:.... ... _ ...... i FIRST FLR a EAST ELEVATION °° 0 W 1 /4" — 1'-0" A A301 I w o: w m J J Q 7 U) 1 O A301 z I w w z " PARAPET o 20' - 4" a CMU i PLT z I I w I o J Q z� ,s 051 Y O �A � k' �Z _3 y d �' 1 i �` 4•` b e�nai�'Lei:��,eA.,Kki.�'x�'Y..���se✓w•�:�>a�:aia��"d v, lG�r'(¢i��.i�'w �Qkd N t: �RT�ELEVATION = 10 SECOND FLR 9'-10" FIRST FLR OI — OII n n ("I'P_t"��IN_­,I­� B A B A301 ,11 A301 ,i 7 A301 - I PARAPET 0' — 411 2 t sK.-rkt,, a s�'i : 5 ". rat t sF 'a' 4't : { 1 l b R E 2 '£ 7# S. CMUPLT � � r ." � " � v{ 1 11 x'4 ., il a. ..,�� »p3r,,:aewe, tzu ='ia.»,a f .p, v - iixN'rasr '` . w a T,. {�>r'.-d a€ t- ,P ,fix, +' s 18 - 8 11 i , s j,:P A301 :', ,, .Sim _______.._____._...._ . 5 'gil =% _` i - A301 <v;: "",�,,�, -AiL ','��;Jf-'� 11�"1�f��"N;_ x / _ K s a E r c r C I / c I.. ,), ..x f >z a .r` ,.i :R x v ,: k • i:.., �... C,.. E - - - . ,.. a .. v ., �. , a 5_ X. 3 3 i` < r7. v .. ,..., i'd... ,...,..> .. .. 3 T h4 ,...- -p. e. . Wit, n .. I ., ti e ........ a :.... ,.x.: a+. l ... t.,,. r , r , . ... <, ,,.... 7 e.. n '3 a J .....e. r , .. ... h... v... , ,.. ,......« \ S i- f , , , , ,. .. r ,✓. 5 a ,. \ F 1 E . `'�. r a #xS y ,rr r f'S * k Y» I s,s mb'a"�lt�' .,s .>x.,F d o t / 4 air t... i ¢-aiias 5 fra+. +�.>.::x ? i' k 4 3 r "� x S .. Z'r t ? kk'u'.uP ) s 3 a .� u t � r 4 . .i ; . I w E� v 0 'I' tfr axsitu.. ,� r .,xa.z...» a v> :s .) '. 'Ie a? ?,t 11 „ikv e ei s I { i ` ') Si f i3 f lit F L i� t , SE COND FLR ,> s% — — — — — — — — s 1 1 1 F s I l,»,.,i,..a�. ,.": 'ti.>ws..,a+ya»-x .>r .wa3>v r. «r,..>u >.a3 .:,3. ,,,,ru. > ar ,. s.,<& ..aaaz�;i:r;<f:.L'Sus.�> W ,a �: r ,-aa,:.:i{ 10 _ 1\C - i s t, M'� .',.. .I.II..� . '.-.......1...I1�.I.I 1'.'MI I .M. :;..IIII.I I M.I..I ..:I: .IIII .'.."...'. .. ;�I�.II '_.'.I, .....,....-. i ':..'.i:.;;:!.!. . ,,.. .:L."........'. _ 1 ; { (E) FLOOR l CONCRETE; ""'REMETAL DECK b t` - Isr, 1L i f " (E) SHOP ' 8 ., ," A..t .. - I-- ......... A301 . ,a NO WORK ... 3 >,`j� SIM j....__... .... ........._ ......... ............. _... FIRST FLR � , -. a t �, a s €. E s E r i 1 11 .*. f 3., f w q t:,w € .. .fr Y 3 as s a, ,.. :e.:>.x.,«k,,.,>t .u,,....,.k a,.:»............:aa:,.,>k,F,.a..-.,.t»»E>?a�a,aa,ww,»r;Asda+.:,udw:.,ss.;,m"+a'�Aae,fw»lows&„w:a,aA.:>..ak.,7ca:+,,.' *`w.L§>a,`x.w_a.,r6.:swa�.,a:.a.=uataa uz Mr..,�e,.s>.<�.:*r,,:,..>aaSY, —»,:,<,.u, r„..sc,.. ,t,,,...,,»,.,.>tivau,.:.�,..,»w,l»,d.»,...waz,>,»>.rn=sa:.:r.a:} 0— 0 4,..xu t .aP ,Ma. k' s ,r a„ , ;•t k" w w t 1�� 1 n - a., .f.» t gxf G _:............................................................ ...................:...............................................:. ... ................. . . .. .:. .......... .... a:>..rrn .., (E) 6" CONCRETE SLAB A SECTION N/S 1 /4 — 1-0 207 01-411 r S CMU PL M/ SECOND FLR 9'-1Oil — — 1 rA T T A301 i i i .1 i -, `,, :t_' -'. . ..' - :. , �. . , - , , - , , , , , ` - 11 - � - � I. O'li .' ' `- .i , - :]`.•; `: :, ,'_: {„-" - -, a, O I E :O�.FI F -i .'• ;2 a =::. ;''. j, .', =1 ' s '- •' t _, %JJ )4 n ,-. = t .. _. E ;3r tx�x rT. a wfus,<.,.s.>,r ,;, ..f,.z ,>.,w„ .n.:'w�. ,..axs,.>e, I az ,wtwsyxasi`_a-, fiv ucr�:S*`fn' ,,;aar : �iU��ty+''<L``,.s ,��%r,:=i .<a_u,a i . ,:s, .,,s:. »v.i«.,�u>u ..... .._. .. 1.1 ' I ' _ i __ :-= NO WORK . . _...... ............. .. .... .... . . . _. _... .-..I. -...-....-.. ...... .... . , f ....... . _. ...... FIRST FLR 1A ....... ....... al t,," , ," .., S 3 1 11 I S. 4 tars, d €E E, v a >kY >z?:x:>w3,ia. 0 y �� �. . 1� . . E/W SECTION 1 /411 = 1'-011 PERFORATED OR SPACED BLKG TO ALLOW FOR AIR FLOW (E) ROOF STRUCTURE _ .,."..—.�_I''­'...�11.. ,11 I ._» i ­ - " s_. ­. _-__\X_1",\ ']\ = 18 GA PRE -FIN METAL COPING, ATTACH o/(E) CAP FLASHING TAPE SEALANT, � � i " v'�-, ., �`. �` % t `� PRE -FIN MTL SIDING TO MATCH (E) v'- v w�/ _ •.�._ <s_. . .: >, ..' "`- I .IL.i. — 3 COR-VENT . . ,'�'1 PURLIN VENT I ; (E) CMU WALL �� /.1'�/I1 TAPE SEALANT II (E) CMU WALL ____ __ __.. ._ _...___.____ __ ..._._.__ ( I I j \ CONT CLEAT �_1d-I1"�.-.:,_�" ' / / \ ,' �:� �%` \ FURRING '�' CHANNEL PER MNFR .,1-'.. � ' ..1.-1 I ' �; C-METAL FURRING CHANNEL PER MNFR . _ � - "" — AIR FLOW d w \"��, ' , ' �� ' `\; / /� max\ / ,� > , �.., \, \ , / \. I�_7 ,_,/I1 ' \ ,.�.. .. _ F 5• :,7..,»z. y,�y: en>z, ');+ssrn..a x, x msna... a+ -. I .I -. BACKER ROD & SEALANT TAPE SEALANT . �-• bpa..,arex �� II� _ (E) VENT :>, ��-.",:K�.._.- ,x ., . _,,,-,�-...,.�.. .._ . >,.,- , �:� �.E�� _��� � . �.� r. . . �. 1 ., 1. • /' : . v __"_ _­_'_____:1_11'_�1_1 _1_"11__ _'_.'. _'_-_'\­ _wl�_:� _�'­'�I PRE -FIN MTL SIDING . I'. - .. (E) CMU WALL . II .. ..1 .'. ". II .� . *� ­�� ." 'A�_!���_­ TO MATCH (E) . ,, . _. __._" ''_:__'._.. _ •r. �_--I ---_-_--:_I'_\'l_lZ'I "1.,., %.I- 7_ \,7/I.,..�I,.I . �; �- TAPE SEALANT EQ K-- FURRING CHANNEL PER MNFR I. ; ( •; PRE -FIN MTL SIDING TO ' PRE -FIN MTL SIDING ,. ; '. MATCH (E) -� w-1\ (E) CMU WALL I 4,-V, TO MATCH (E) . � ax�� �� :r_-���Ex &,. _'�__ 1 > C-METAL OUTSIDE CORNER ` FLASHING BACKER ROD & SEALANT PARAPET VENT CAP AT METAL SIDING OUTSIDE CORNER AT METAL SIDING ATMETAL SIDING - (: 3 �?.��D�BTM ( ) ��P�TMETALSIDING)11/ (. 311= 11-011 1-0 j II�IIIII . 5/8" GWB o/FLAT PERFORATED OR SPACED BLKG : I . . . . . ...)......... ... .. � .. .II. 1 I 2x4 FURRING 18 GA PRE -FIN METAL COPING, ATTACH TO ALLOW FOR AIR FLOW (E) CMU WALL o/(E) CAP FLASHING ADD ROOFING �, / PRE -FIN MTL -� PRE -FIN MTL - / ", ]�..1 . ".\'�._ ','.- I MATERIAL OVER FLASHING SIDING TO MATCH (E) SIDING TO MATCH (E) / FURRING \I '- /I ///�- / (E) CMU WALL "/\ PT WOOD SHIM TAPE SEALANT E ROOF O STRUCTURE TAPE SEALANT _� CHANNEL PER "V / 8x8x1/2" GALV f SEALANT FURRING vv MNFR x_ / STL ANGLE �, LINTEL m ALUM WINDOW _ -- r -:: = I U... _ _ ._ Y ._ --� ,' CHANNEL PER MNFR \ "� j \ / TAPE SEALANT " - PER MNFR !,' \ DRIP FLASHING .,"I/'.—� ,II /r%II II /! �/"' \ \ I'. 1 --� 5/8 GWB o/FLAT _ m 1 I .. 1 > 1� _.. _......_.___.._ _. \ Iv i ; \ /. ". = 2x4 FURRING - 3" COR-VENT .. I' ._.I �S �d� ,'�\" ,"//' . ., 1 P .,�I ' PURLIN VENT L� \ % z _":. I- 0:' _ _ _ , p . e , .-, •_ . , . .."I t . I ' FURRING CHANNEL PER ."-/7- wss.wuwenxn unrn�wav ',. / / > . CONT CLEAT r ___ J i ................- -- _ ..... _........._..-_.__ _...__ .. _...___ .._.._....._...........,._._....___.. (E) CMU WALL 1 (E) STAIR TREAD HEAD FLASHING PER MNFR MNFR -,-'­�'I'/II ,,,�- -, \' �. AIR FLOW ._.., . _ SEALANT SEALANT PRE -FIN MTL (E) VENTS �' \ RIV ALUM WINDOW PER MNFR SIDING TO MATCH (E) SEALANT PRE -FIN MTL �� >> / / I. FOR `0DE COMPLIANCE `_ a :. TAPE SEALANT SIDING TO MATCH /' (E) CMU WALL / . Ii . JAMB FLASHING TO CMU PER (E)<s�. — G `:. OCT 0 7 2015 tr MNFR :' IiIIiI::I:ii.:.;IiIi HEAD AT METAL SIDING WINDOW JAMB AT METAL SIDING GUTTER VENT CAP AT METAL SIDING BTM AT METAL SIDING 5 iII1W�N�9W 6 7 R V 311 = 1'-0" �; .� I�tLDING ®IVISION3 11 II = 1 II 3 1-0 11 = 1 11 1 1 /2 1-D PERMIT SET - #D1 5-0238 - , %-n `7 -Z 9 ARCHITECTS PLLC 601 St. Helens Tacoma, Washington 98402 Phone: (253) 922-4168 Project Title NC MACHINERY WATERMARK BLDG - MTL SIDING 7220 S.180th Street Tukwila, WA 98188 Sheet Title SECTIONS 8 DETAILS Project Number: Date: 09/14/15 Drawn: Author Checked: Checker F:\Job#\2015\NC-W aterm ark Remodel\REVIT\NC-WATERMARK.rvt File: Scale: As indicated REVISIONS: Rev# Rev Date Description j I . 1- F(E'vt"D CITY 0I- TLI,K%%A,*ILA OCT 0 1 2015 PERMIT CENTER 2JJ5 RC)C.? K -)Z`f9AV,SEN STATE OF WASHINGTON PERMIT SET - #D15-0238 € Ery t vt' ,ftw