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104 S OLYMPIC AVE_BLD2058_2026
CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON,WA. 98223 6 PHONE; (360)403-3551 BUILDING PERMT Address:104 S Olympic Avenue Permit#:2058 Parcel#:31051100104300 Valuation:0.00 OWNER APPLICANT CONTRACTOR Name:OLYMPIC PROPERTY HOLDINGS LLC Name:Grandview North,LLC Name:GRANDVIEW NORTH LLC Address:7421 284TH ST NE Address:P.O.Box 159 Address:PO BOX 159 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:ARLINGTON,WA 98223 Phone: Phone:360-435-7171 Phone:360-435-7171 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTTON PERMIT TYPE: Demolition CODE YEAR: 2015 STORIES: 1 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 2 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RC W 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI IO/IRC110. &ALES TAX NOTICL Sales tax relating to construction and construction materials in the City of Arington must be reported on your sales tax return form and coded Cin:-t4-1lington#3101. SGoi�tl/,Orfi 7� /6 "/`��fli,+ L���'lf.�r�ss✓sl�J�✓�t . Signature Print Name DatV Released By Date CONDITIONS Call for final inspection or if unforeseen structures are located. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 7/17/2018 Demolition Fee $100.00 7/17/2018 Processing/Technology Fee $25.00 7/1 V2018 State Surcharge-Commercial $25.00 Total Due: $150.00 Total Payment: $0.00 Balance Due: $150.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 I When calling for an inspection please leave the following information: ( Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon I CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:104 S Olympic Avenue Permit#:2058 Parcel#:31051100104300 Valuation:0.00 OWNER APPLICANT CONTRACTOR Name:OLYMPIC PROPERTY HOLDINGS LLC Name:Grandview North,LLC Name:GRANDVIEW NORTH LLC Address:7421 284TH ST NE Address:P.O.Box 159 Address:PO BOX 159 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:ARLINGTON,WA 98223 Phone: Phone:360-435-7171 Phone:360-435-7171 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Demolition CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 2 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RC W 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Date CONDITIONS Call for final inspection or if unforeseen structures are located. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 7/17/2018 Demolition Fee $100.00 7/17/2018 Processing/Technology Fee $25.00 7/17/2018 State Surcharge-Commercial $25.00 Total Due: $150.00 Total Payment: $0.00 Balance Due: $150.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon 0 DEMOLITION PERMIT APPLICATION Department of Community& Economic Development City of Arlington •.18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED WITH A COPY OF THE ASBESTOS DEMOLITION NOTIFICATION FROM PUGET SOUND CLEAN AIR AGENCY, TWO(2)COPIES OF AN ASBESTOS SURVEY REPORT AND ABATEMENT REPORT (if applicable)COMPLETED BYANAPPROVED AGENCY. Type of Permit: (check one) ❑ Residential ❑✓ Commercial ❑ industrial Project Address: 104 S. Olympic Ave., Arlington, WA Parcel ID#: 310511 001 043 00 Lot#: Subdivision: Valuation: $15,000 Building Area(Sq Ft) 4,294 No. of floors: 1 Number of Buildings:2 Owner: Grandview North, LLC Phone Number: 360-435-7171 P.O. Box 159 Arlington WA 98223 Address: C ty: State: Z p Code: Contact Person:Scott Wammack Phone Number: 360-435-7171 Cell Phone: 425-359-5630 L ma is gv@grandviewinc.net Address: P.O. Box 159 C ty:Arlington State:�LllA Zip Code: 98223 Contractor: Grandview North, LLC Phone Number: 360-435-7171 Address: P.O. Box 159 C ty: Arlington State: WA Z p Code: 98223 Contractor's License Number:GRAN D N L013 KP Expiration:7/2/2020 Scope of Work: Removal of existing Car Wash and Storage Building. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulations of the Stat of Washington. L15coa a366„ae,ezoasas�zo,=3as 07/09/2018 Applicants Signature Date Scott Wammack Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received N 1/4 COP. HAD. 1-1/2" I.D.W. FILLED W/CONC. do STEEL PIN 9.0'N OF 3RD, 33.0'W OF WEST AVE., 5/1996 x a O OR I a N \ pp a � S 89. 23' 30" E- - 151.30' o N. LINE LOT 12-/ 0 50' m EXCJPTION R/W VOA.FL. 101OF A = 12'45'55" w DEEDS, PG, 200 R = 1482.71 C'.'• o L = 330,34' o tn BACK OF CURB ao 89' 23' 30" E 119.05 _ _ S 89' 115.63' i SANITARY , STORM ,r SEWER M.H. 1 in . G�QyO'N� M.H. �' o o rn to 1() r b 1 - ,-� , 139.03.51"Ez Gp�a�c. = N z 1 1 10.00'! �J� 30.00'- w c� w o z c" , w ox N U 00 t SIDEWAL b z zZ �o w N 02n- e LOT 1 bN m l m 'V 30,048 SQ. FT. z V 0.69 ACRES Qn , CYCLONE K FUELING ^,y c��FENCE-� I ISLAND VACUUM 4 ELE `� ISLANDS ? + PUMPS " FUELING r, ! �6"WIDE CONC RACK w a/ RETAINING �d �0 OQKSO iit FUEL 85'10'20"F- 54.97' 80:16' I�31.32 r ,r I - S 89' 31' 22" E S89'00'32"E SHED N, LINE LOT 15 - I n ty 3p �U4 MENT" �r .r '� �► i:3 O •" �:. to ;, —W. LINE BLOCK 7 I N V�u '. I,&, L A B S INDUSTRIAL H Y G I E N E S E R V I C E S Laboratory I Management I Training Good Faith Asbestos Inspection 104 S Olympic Avenue Arlington, WA 98223 0 a - Prepared For Mr. Scott Wammack Grandview North, LLC PO Box 159 Arlington, WA 98223 Project Number 2018-0525 Inspection Date July 10, 2018 Report Date July 13, 2018 Inspected By Derrick Gallard AHERA Certification # 163734 Certification Expiration Date October 18, 2018 TABLE OF CONTENTS 1.0 SCOPE OF WORK 3 2.0 SURVEY METHOD 4-5 3.0 LABORATORY INFORMATION 6 4.0 BUILDING DESCRIPTION 7 5.0 FINDINGS 8-10 6.0 CONCLUSIONS AND RECOMMENDATIONS 10-11 7.0 LIMITATIONS OF SURVEY 11 APPENDICIES A Sample Locations (Floor Plan) B Laboratory Analysis Results C AHERA Certification & Laboratory Qualifications 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 1.0 SCOPE OF WORK A Good Faith Asbestos Inspection was conducted at the car wash and detached storage located at 104 S Olympic Avenue, Arlington, WA 98223 on July 10, 2018. Derrick Gallard, an AHERA Certified Building Inspector, conducted this inspection at the request of Mr. Scott Wammack of Grandview North, LLC. The purpose of this inspection was to identify all suspect asbestos-containing building materials which would be impacted by the planned demolition of the car wash and detached storage. Destructive sampling methods were utilized to collect samples of suspect building materials. No soft/limited demolition was performed during this inspection. Please note that hidden materials may exist within the structures, and all suspect materials must be treated as asbestos containing until testing proves otherwise. This survey constitutes a survey of accessible suspect ACM in the project area and was conducted in accordance with: The National Emission Standards for Hazardous Air Pollutants(NESHAP)40 Code of Federal Regulations (CFR) Part 61, Subpart M requires a survey by an accredited asbestos inspector prior to demolition of a structure. This asbestos survey also satisfies the requirements for "Good Faith" inspection outlined in Washington Administrative Code (WAC) 296-62-07221(2), Identification, which requires the owner of a structure to provide contractors with a written report identifying the asbestos-containing materials expected to be disturbed during renovation or demolition. The asbestos survey section is written to comply with the AHERA asbestos sampling procedure as stated in 40 CFR 763.86. This protocol is required under the Puget Sound Clean Air Agency (PSCAA Regulation III, Article IV, rev. March 26, 2009) for all asbestos surveys prior to a building demolition. A floor plan indicating locations of samples collected by NVL personnel has been included in Appendix A. NVL Laboratories, Inc 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 3 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 2.0 SURVEY METHOD Asbestos Survey Method The NVL Labs field inspector is an Asbestos Building Inspector, certified under the requirements of the United States Environmental Protection Agency (EPA) Asbestos Hazard Emergency Response Act (AHERA) regulation 40 CFR 763, Subpart E. A copy of his certificate is provided in Appendix C. The AHERA Guidelines dictate the following: The inspector must determine homogenous areas, which are defined as an area of Thermal System Insulation, Surfacing Material, or Miscellaneous Material that is uniform in texture and color. Once homogenous areas have been determined, the inspector must determine whether or not material is friable or non-friable. Friable is defined as a material, that when dry, can be crushed, pulverized, or reduced to dust using hand pressure, and non-friable material is defined as a material, that when dry, cannot be crushed pulverized or reduced to dust using hand pressure. Materials normally defined as non- friable can become friable by definition if sufficiently damaged. Once friability has been determined, the materials suspected of containing asbestos are divided into one of three categories: Thermal System Insulation (TSI), Surfacing Material (SM), or Miscellaneous Material (MM). Generally speaking, TSI and SM are considered to be friable, with the exception of TSI where the structural integrity of the insulation is intact and the protective out wrap is undamaged. Once materials are divided into one of the categories, samples are collected in the following manner: Friable Thermal System Insulation: 1. Inspector shall collect three (3) randomly distributed samples; 2. Inspector shall collect a minimum of one sample of each TSI materials that appears to have been used as a patch, as long as the patch is less than six linear feet or six square feet; 3. Inspector shall collect in a manner sufficient, samples from areas of TSI applied to fittings, tees, and joints. Friable Surfacing Material 1. Inspector shall collect samples in statistically random manner of surfacing materials as follows: a. Collect three bulk samples from an area believed to be homogeneous (defined as a material that appears to be the same or similar and was installed at the same time)that is 1,000 square feet or less in size; b. Collect five bulk samples from an area believed to be homogeneous that is greater than 1,000 square feet in size, but less than 5,000 square feet in size; c. Collect seven bulk samples from an area believed to be homogeneous that is greater than 5,000 square feet. NVL Laboratories, Inc 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100-Fax(206)634-1936 4 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 2.0 SURVEY METHOD (continued) Miscellaneous Materials: 1. Inspector shall collect samples in a manner and number sufficient to determine if the material is asbestos-containing or not. All Materials Determined to Be Non-Friable: 1. Inspector shall collect samples in a manner and number sufficient to determine if the material is asbestos containing or not. In addition to these sampling requirements, the AHERA Building Inspector is required to assess the following of each material that is found to be positive for asbestos: 1. The condition of each material; 2. Accessibility; 3. Possibility for air erosion. Once the samples have been collected, they must be analyzed by an accredited laboratory, and they must be analyzed using polarized light microscopy methods, commonly referred to as EPA Method 600/R- 93/116. NVL Labs collected samples and obtained analytical data for suspect asbestos-containing materials identified in the building. Once collected, each bulk sample was sealed in an unadulterated plastic bag to eliminate the possibility of cross-contamination. "Chain-of-Custody" tracking was followed to maintain sample integrity during handling and data reporting at NVL Labs. A walk-through inspection of all accessible areas of this structure was performed to identify potential asbestos-containing materials. The walk-through inspection included a review of the internal and external aspects of this structure. The locations and types of potential asbestos-containing materials were noted. Homogeneous Materials Homogeneous materials are defined as an area of asbestos-containing material or presumed asbestos- containing material which appears similar throughout in terms of color, texture, and date of material application. The report listing for homogenous materials will appear as follows: Sample Material Description by Layer Location Asbestos Quantity Friable Number Layer 1 is not asbestos-containing 1. # Location description "X"LF/ftZ Yes/No Layer 2 is asbestos-containing 2. % NVL Laboratories, Inc 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 5 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 3.0 LABORATORY INFORMATION Laboratory Analysis: Asbestos In accordance with 40 CFR Chapter 1 (1-1-87 edition) Part 763, Subpart F, Appendix A, asbestos samples are analyzed at NVL Labs using polarized light microscopy (PLM)with dispersion staining. If samples are not homogeneous, then sub-samples of the components are analyzed separately. All bulk samples are analyzed using EPA Method 600/R-93/116 with the following measurement uncertainties for reported % asbestos: 1%=0-3%, 5%>_1-9%, 10%=5-15%, 20%=10-30%, 50%=40-60%. Only materials containing more than 1% total asbestos were classified as "asbestos-containing" based on EPA, state, and local regulations. Findings for samples containing more than one separable layer of materials are reported for each layer. The asbestos concentration in the sample is determined by visual estimation. NVL Labs is accredited by the National Institute of Standards and Technology (NIST) under the National Volunteer Laboratory Accreditation Program (NVLAP) program for bulk asbestos fiber analysis; NVLAP Lab Code 102063-0 Laboratory Accreditation Professional accreditations for NVL Laboratories, Inc. include the following NVL Laboratories, Inc. is currently accredited by the National Institute of Standards and Technology (NIST) under the National Volunteer Laboratory Accreditation Program (NVLAP) program for bulk asbestos fiber analysis. NVLAP Lab Code 102063-0 NVL Laboratories, Inc. is approved by the American Industrial Hygiene Association (AIHA) Asbestos Analysts Registry (AAR) program for airborne asbestos fiber analysis. AAR Counter ID 7412 NVL Laboratories, Inc. is currently accredited by the American Industrial Hygiene Association (AIHA) under the Industrial Hygiene Laboratory Accreditation Program (IHLAP). The IHLAP program is designed specifically for laboratories involved in analyzing samples to evaluate workplace exposure. IHLAP Certification Number 563 NVL Laboratories, Inc. 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 6 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 4.0 BUILDING DESCRIPTION General Building Type The property consists of two commercial buildings of wood framed and masonry construction. Primary External Components The exterior of the buildings is aluminum and brick/mortar siding. Foundation Type The buildings have on-grade concrete foundations. Roofing Material(s) The buildings have metal and tri-tab shingle roofing Window Type(s) The windows of the buildings are wood framed with exterior glazing and vinyl framed with no associated caulking / glazing. Flooring The flooring of the property is sheet vinyl, linoleum, carpet, hardwood, and plastic laminate. Thermal Systems with Insulation The buildings are heated through electric baseboard inserts with no suspect thermal insulation. Finishing The buildings are finished with drywall. NVL Laboratories, Inc. 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 7 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 5.0 FINDINGS Detached Storage Sample Number Material Description by Layer Location Asbestos Quantity** Friable* 1:Texture with paint 1:ND 2:Texture with paint 2: ND 2018-0525-1-1 Room 1,wall 3:Texture with paint 3: ND 4: Drywall 4: ND 1:Texture with paint 1: ND 2018-0525-1-2 2:Texture with paint Room 2,ceiling 2: ND 3: Drywall 3: ND 1:Texture with paint 1: ND 2018-0525-1-3 2:Texture with paint Room 3,wall 2: ND 3: Drywall 3: ND 1:Texture with paint 1: NO 2018-0525-1-4 2:Texture with paint Room 4,wall 2:ND 3: Drywall 3:ND 1:Texture with paint 1:ND 2:Texture with paint 2: ND 2018-0525-1-5 Room 5,ceiling 3:Texture 3: ND 4: Drywall 4: ND 1:Joint compound with paint 1: ND 2018-0525-3-1 2:Joint compound Room 5,closet,wall joint 2:ND 3: Drywall 3:ND 1: Light gray sheet vinyl 1: ND 2: Off-white backing mastic 2: ND 3:Texture overspray on hardwood 3: ND 4: Green linoleum 4: ND 2018-0525-3-2 Room 1,entry,floor 5: Black backing with mastic 5:ND 6: Beige linoleum 6:ND 7: Black backing with red coating 7: ND 8:Gray backing with mastic 8: ND ND None Detected NVL Laboratories, Inc. 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 8 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 5.0 FINDINGS (continued) Detached Storage Sample Number Material Description by Layer Location Asbestos Quantity** Friable* 1:Carpet with mastic 1: ND 2:Caret pad 2: ND 3:Texture overspray on hardwood 3: ND 4:Tan linoleum with mastic 4: ND 2018-0525-3-3 Room 1,floor 5: Black backing with red coating 5: ND 6:Green linoleum 6: ND 7: Black backing with gray coating 7: ND 8:Gray backing 8: ND 1:Tan laminate 1: ND 2018-0525-3-4 Rooms 1 &4,counters 2:Yellow mastic 2: ND 2018-0525-3-5 1:Texture overspray on hardwood Room 2,floor 1: ND 2: Black felt (under carpet) 2: ND 1:Cream sheet vinyl 1: ND 2018-0525-3-6 2: Light gray backing with mastic Room 3,floor 2: ND 3:Compressed board 3: ND 1:Gray sheet vinyl 1: ND 201 B-0525-3-7 Room,4,floor 2: Light gray backing with mastic 2: ND 3:Compressed board 3: ND 4: Black felt 4: ND 1:Gray sheet vinyl 1: ND 2018-0525-3-8 2:Off-white backing with tan mastic Room 5,floor 2: ND 3: Plastic laminate with adhesive 3: ND 1: Brown felt 1: ND 2018-0525-3-9 Room 6,wall cavity 2: Fiberglass 2: ND 1:Red brick 1: ND 2018-0525-3-10 Attic,chimney 2:Mortar 2: ND 2018-0525-3-11 Gray window glazing with silver paint Exterior, attic,wood window ND 1:Tri-tab shingle 1: ND 2: Black mastic 2: ND 2018-0525-3-12 Exterior,awning, roof 3:Tri-tab shingle 3: ND 4: Black felt 4: ND ND None Detected NVL Laboratories, Inc 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 9 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 5.0 FINDINGS (continued) Car Wash Sample Number Material Description by Layer Location Asbestos Quantity** Friable* 1: Red brick 1: ND 2018-0525-3-13 Exterior,columns 2: Mortar 2: ND 1:Tri-tab shingle 1: ND 2018-0525-3-14 2: Black mastic Exterior,awning roof 2: ND 3:Tri-tab shingle with black felt 3: ND ND None Detected Any suspect material(s) not identified above should not be disturbed and should be tested immediately. All suspect materials must be treated as asbestos-containing until testing proves otherwise. 6.0 CONCLUSIONS AND RECOMMENDATIONS There were no asbestos-containing building materials identified during the Good Faith Asbestos Inspection of the subject storage and car wash. Contractors should be aware that concealed suspect asbestos-containing building materials may be uncovered during the course of demolition or renovation work. Contractors should have contingency plans that include stopping work, evacuation of the immediate area and sampling by a certified AHERA Building Inspector whenever these materials are found. Concealed suspect materials may include, but are not limited to: non-fiberglass pipe or roof drain insulation; spray-applied coatings; cement board; asphalt or paper vapor barriers; floorings and adhesives. If discovered, all asbestos-containing materials that will be disturbed as a natural part of renovation and/or demolition are required to be removed and disposed of in accordance with Washington State regulations. Washington State Department of Labor and Industries and PSCAA require that the abatement be performed using Certified Asbestos Workers under the direct on-site supervision by a Certified Asbestos Supervisor. NVL recommends that an AHERA inspector/project manager be on site at the time of renovation/demolition to ensure that any potentially asbestos-containing materials uncovered during the process of renovation/demolition be dealt with properly. NVL Laboratories, Inc 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 10 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 6.0 CONCLUSIONS AND RECOMMENDATIONS (continued) NVL Labs, Inc. is making the following recommendations regarding asbestos: 1. A copy of this inspection report should be maintained at the project site during the duration of renovation /demolition. 2. A copy of this inspection report should be provided to the General Contractor and any Sub Contractors working on the renovation /demolition project. 3. The inspection report is not intended to serve as a design / bidding document, or scope of work prior to renovation / demolition. 4. Abatement specifications should be prepared by a Hazardous Materials Consulting firm covering the regulated building materials that will be impacted by the renovations /demolition, and these specifications should be part of any contract documents prepared for this project. 5. A licensed asbestos abatement contractor must be utilized to remove any asbestos-containing materials that will be impacted by the planned renovation / demolition. 6. A Hazardous Materials Consulting Firm should provide project oversight and air monitoring during the removal of the asbestos-containing materials. 7.0 LIMITATIONS OF SURVEY The sole purpose of this Good Faith Asbestos Inspection report is to document asbestos-containing building materials discovered at 104 S Olympic Avenue, Arlington, WA 98223 The purpose of this inspection was to identify all suspect asbestos-containing building materials which would be impacted by the planned demolition of the car wash and detached storage. Destructive sampling methods were utilized to collect samples of suspect building materials. No soft/limited demolition was performed during this inspection. Please note that hidden materials may exist within the structures, and all suspect materials must be treated as asbestos containing until testing proves otherwise This site visit consisted of a thorough visual walk-through of the building for the purpose of viewing and sampling potential asbestos-containing material. As hazardous material surveys are non-comprehensive by nature, NVL Laboratories, Inc. cannot be held liable for materials which require destructive means to access, materials which are hidden from sight(e.g. materials hidden behind walls), materials which cannot be found due to their obscure nature, or which otherwise cannot be discovered with reasonable diligence. This document is the sole property of NVL Laboratories and the property owner, or his agent, authorizing this survey. Inspected By Reviewed By /'-Z' _ /-, P/ Derrick Gallard Syed Hasan AHERA Building Inspector Manager Field Services AHERA Certification: # 163734 AHERA Certification: # 1628677 Expiration Date: October 18, 2018 Expiration Date: July 26, 2018 NVL Laboratories, Inc. 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 11 IN IL L A , B S Appendix A Sample Locations (Floor Plan) f� I� NVL Project# 2018-0525 L A B S Client Grandview North, LLC. -Scott Wammack Page of INDUSTRIAL H Y G I E N E Location 104 S Olympic Ave. Date 7/10/2018 SERVICES Laboratory I Management I Training City Arlington Made by Derrick Gallard �STv�Rc�� 3"1.4 3,3l M $ I R�� 2 ROOM 1 R,o to -3- i �ocN+3 r � I Qom„v� Kom O gal I I • I A7 TIC (NOT To Phone: 206 547.0100 1 Fax: 206 634.1936 1 Toll Free- 1.888.NVL.LABS (685.5227) A708 Aurora Avenue North I Seattle, WA 98103-6516 IN IL L A , 8 5 Appendix B Laboratory Analysis Results July 12, 2018 IN IL L A B S Derrick Gallard INDUSTRIALH Y G I E N E NVL Field Services Division S E R V I C E S 4708 Aurora Ave. N. Laboratory I Management I Training Seattle, WA 98103 RE: Bulk Asbestos Fiber Analysis; NVL Batch #1813014.00 Client Project: 2018-0525 Location: 104 S Olympic Ave. Arlington, WA 98223 Dear Mr. Gallard, Enclosed please find test results for the 19 sample(s) submitted to our laboratory for analysis on 7/10/2018 Examination of these samples was conducted for the presence of identifiable asbestos fibers using polarized light microscopy (PLM) with dispersion staining in accordance with both EPA 600/M4-82-020, Interim Method for the Determination of Asbestos in Bulk Insulation Samples and EPA 600111-93/116 Method for the Determination of Asbestos in Bulk Building Materials. For samples containing more than one separable layer of materials, the report will include findings for each layer (labeled Layer 1 and Layer 2, etc. for each individual layer). The asbestos concentration in the sample is determined by calibrated visual estimation. For those samples with asbestos concentrations between 1 and 10 percent based on visual estimation, the EPA recommends a procedure known as point counting (NESHAPS, 40 CFR Part 61) Point counting is a statistically more accurate means of quantification for samples with low concentrations of asbestos. The detection limit for the calibrated visual estimation is <1%, 400 point counts is 0.25% and 1000 point counts is 0.1% Samples are archived for two weeks following analysis. Samples that are not retrieved by the client are discarded after two weeks. Thank you for using our laboratory services. Please do not hesitate to call if there is anything further we can assist you with. Sincerely, Matt Macfarlane Asbestos Lab Supervisor P 1.888.NVL.LA65 Enc.: Sample Results NVL Laboratories, Inc. d68.`.1.51127) Lab code:102063-0 4708 Aurora Ave N,Seattle,WA 98103 www,nvllabs.com p 206.547.0100 1 f 206.634.1936 page 1 of 15 NVL Laboratories, Inc. INVIL 4708 Aurora Ave N,Seattle,WA 98103 p 206.547.0100 1 f 206.634.1936 1 www.nvllabs.com L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch M 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Lab ID: 18067134 Client Sample #: 2018-0525-1-1 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 4 Description: Trace thin white bumpy compacted powdery material with cream paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 4 Description: Off-white compacted powdery material with white paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 3 of 4 Description: Off-white thin fibrous material with white paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Paint Cellulose 28% None Detected ND Layer 4 of 4 Description: Off-white chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder, Fine particles Cellulose 20% None Detected ND Lab ID: 18067135 Client Sample #: 2018-0525-1-2 Location: 104 S Olympic Ave. Arlington, WA 98223 Layer 1 of 3 Description: White bumpy compacted powdery material with cream paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 3 Description: Layered white compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 3 of 3 Description: Off-white chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder Cellulose 19% None Detected ND Sampled by: Client Analyzed by:Alla Prysyazhnyuk Date:07/12/2018 UCH' Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane, Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%) This report relates only to the items tested If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 2 of 15 NVL Laboratories, Inc. I1��1 1 \y; I� 4708 Aurora Ave N,Seattle.WA 98103 � p 206.547.0100 � f 206,634.1936 1 wwwxvllab= L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Lab ID: 18067136 Client Sample#: 2018-0525-1-3 Location: 104 S Olympic Ave. Arlington, WA 98223 Layer 1 of 3 Description: White bumpy compacted powdery material with brown paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 3 Description: Off-white thin fibrous material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Paint Cellulose 30% None Detected ND Layer 3 of 3 Description: White chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder Cellulose 20% None Detected ND Glass fibers 5% Lab ID: 18067137 Client Sample#: 2018-0525-1-4 Location: 104 S Olympic Ave. Arlington, WA 98223 Layer 1 of 3 Description: White thin bumpy compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 3 Description: Off-white thin fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Cellulose 27% None Detected ND Layer 3 of 3 Description: Off-white chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder Cellulose 18% None Detected ND Lab ID: 18067138 Client Sample #: 2018-0525-1-5 Location: 104 S Olympic Ave. Arlington, WA 98223 Sampled by: Client Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane, Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%) This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 3 of 15 NVL Laboratories, Inc. Iw ' IL 4708 Aurora Ave N,Seattle,WA 98103 '�1 p 206.547.0100 1 f 206.634.1936 1 www L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch M 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Layer 7 of 4 Description: White bumpy compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 4 Description: Trace thin off-white compacted powdery material with white paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 3 of 4 Description: Off-white thin fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Cellulose 24% None Detected ND Layer 4 of 4 Description: Off-white chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder, Fine particles Cellulose 19% None Detected ND Glass fibers 2% Lab ID: 18067139 Client Sample#: 2018-0525-3-1 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 3 Description: White bumpy compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 3 Description: Off-white thin compacted powdery material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles Cellulose 32% None Detected ND Layer 3 of 3 Description: White chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder, Fine particles Cellulose 20% None Detected ND Glass fibers 4% Sampled by: Client ;I, Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane, Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported%Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%. 20%=10-30%, 50%=40-60%).This report relates only to the items tested If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 4 of 15 NVL Laboratories, Inc. 4708 Aurora Ave N,Seattle,WA 98103 IN V"IL p 206.547.0100 1 f 206.634.1936 1 www.nvllabs.coi L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Lab ID: 18067140 Client Sample#: 2018-0525-3-2 Location: 104 S Olympic Ave. Arlington, WA 98223 Layer 1 of 8 Description: Light gray sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Synthetic foam, Vinyl/Binder None Detected ND None Detected ND Layer 2 of 8 Description: Off-white fibrous backing with soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Mastic/Binder Cellulose 39% None Detected ND Glass fibers 5% Synthetic fibers 2% Layer 3 of 8 Description: Gray thin crumbly material on wood Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles Cellulose 2% None Detected ND Layer 4 of 8 Description: Green thin sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Fine particles, Binder/Filler None Detected ND None Detected ND Layer 5 of 8 Description: Black asphaltic fibrous backing with trace thin mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Mastic/Binder Cellulose 42% None Detected ND Synthetic fibers 2% Layer 6 of 8 Description: Beige thin sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Fine particles, Binder/Filler None Detected ND None Detected ND Sampled by: Client ( � �a►�r]�iI ^ Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 l•�"� (�C/�/ Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 5 of 15 NVL Laboratories, Inc. I1� 1 \`� II 4708 Au �1L� Aurora Ave N,Seattle,WA 98103 � p 206.547.0100 1 f 206.634.1936 I www.nvllabs.corn L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Layer 7 of 8 Description: Black asphaltic fibrous backing with red coating Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 37% None Detected ND Synthetic fibers 3% Layer 8 of 8 Description: Gray fibrous backing with trace thin mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Mastic/Binder Cellulose 38% None Detected ND Synthetic fibers 12% Lab ID: 18067141 Client Sample #: 2018-0525-3-3 Location: 104 S Olympic Ave. Arlington, WA 98223 Layer 1 of 8 Description: Multi-color woven fibrous material with white fibrous mesh and off-white mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Mastic/Binder Synthetic fibers 86% None Detected ND Layer 2 of 8 Description: White fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Synthetic fibers 79% None Detected ND Layer 3 of 8 Description: Tan thin sheet vinyl with trace thin mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Mastic/Binder None Detected ND None Detected ND Layer 4 of 8 Description: Black asphaltic fibrous backing with red coating Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 34% None Detected ND Synthetic fibers 3% Sampled by: Client Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported%Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 6 of 15 NVL Laboratories, Inc. IN V'IL. GUb S4/U1UU I r LUb b34 lUib I www nvllabs,com L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Layer 5 of 8 Description: Green thin sheet vinyl with trace gold mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Mastic/Binder None Detected ND None Detected ND Layer 6 of 8 Description: Black asphaltic fibrous backing with dark gray coating Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 35% None Detected ND Synthetic fibers 2% Layer 7 of 8 Description: Gray fibrous backing Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Wood flakes Cellulose 38% None Detected ND Synthetic fibers 5% Wood fibers 2% Layer 8 of 8 Description: Off-white compacted powdery material with paint on wood Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Wood Lab ID: 18067142 Client Sample#: 2018-0525-3-4 Location: 104 S Olympic Ave Arlington, WA 98223 Layer 1 of 2 Description: Brown flat hard compressed fibrous material with tan surface Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Adhesive/Binder, Binder/Filler Cellulose 83% None Detected ND Layer 2 of 2 Description: Yellow soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Mastic/Binder None Detected ND None Detected ND Sampled by: Client Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 lJ� Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor oo Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%) This report relates only to the items tested If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 7of15 NVL Laboratories, Inc. I1� 1\vl�� 4708 Aurora Ave N,Seattle.WA 98103 w�1 p 206.547.0100 1 f 206.634.1936 1 www.nvllabs.com L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch M 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Lab ID: 18067143 Client Sample#: 2018-0525-3-5 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 2 Description: Black asphaltic fibrous felt Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder Cellulose 75% None Detected ND Layer 2 of 2 Description: Off-white compacted powdery material with paint on wood Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Wood Lab ID: 18067144 Client Sample#: 2018-0525-3-6 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 7 of 3 Description: Cream sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Synthetic foam, Vinyl/Binder None Detected ND None Detected ND Layer 2 of 3 Description: Light gray fibrous backing with soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Mastic/Binder Cellulose 40% None Detected ND Glass fibers 3% Layer 3 of 3 Description: Tan wooden compressed fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Adhesive/Binder, Binder/Filler Wood fibers 97% None Detected ND Lab ID: 18067145 Client Sample #: 2018-0525-3-7 Location: 104 S Olympic Ave. Arlington, WA 98223 Sampled by: Client q — Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%) This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 8 of 15 NVL Laboratories, Inc. INVIL 4708 Aurora Ave N,Seattle,WA 98103 p 206.547.0100 1 f 206.634.1936 1 www.nvllabs.com L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Layer 1 of 4 Description: Gray sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Synthetic foam, Vinyl/Binder None Detected ND None Detected ND Layer 2 of 4 Description: Light gray fibrous backing with soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Mastic/Binder Cellulose 32% None Detected ND Glass fibers 4% Layer 3 of 4 Description: Tan wooden compressed fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Adhesive/Binder, Binder/Filler Wood fibers 95% None Detected ND Layer 4 of 4 Description: Black asphaltic fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Wood flakes Cellulose 34% None Detected ND Lab ID: 18067146 Client Sample#: 2018-0525-3-8 Location: 104 S Olympic Ave. Arlington, WA 98223 Layer 1 of 3 Description: Gray sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Synthetic foam, Vinyl/Binder None Detected ND None Detected ND Layer 2 of 3 Description: Off-white fibrous backing with tan soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Mastic/Binder Cellulose 29% None Detected ND Glass fibers 4% Layer 3 of 3 Description: White flat hard brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles Glass fibers 18% None Detected ND Sampled by: Client � J� Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 9 of 15 NVL Laboratories, Inc. I� 4708 Aurora Ave N,Seattle,WA 98103 �i p 206.54Z0100 f 206.634.1936 j wwvv.nvllabs.corr L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch M 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Lab ID: 18067147 Client Sample #: 2018-0525-3-9 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 2 Description: Tan paper with asphalt and trace red paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Binder/Filler, Paint Cellulose 55% None Detected ND Layer 2 of 2 Description: Pink fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Glass fibers 63% None Detected ND Lab ID: 18067148 Client Sample#: 2018-0525-3-10 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 2 Description: Red brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler None Detected ND None Detected ND Layer 2 of 2 Description: Light gray brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % - Binder/Filler, Mineral grains, Sand None Detected ND None Detected ND Lab ID: 18067149 Client Sample #: 2018-0525-3-11 Location: 104 S Olympic Ave Arlington, WA 98223 Comments: Unable to analyze silver paint as a separate layer Layer 1 of 1 Description: Gray putty material with silver paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Metallic paint None Detected ND None Detected ND Paint Lab ID: 18067150 Client Sample #: 2018-0525-3-12 Location: 104 S Olympic Ave.Arlington, WA 98223 Sampled by: Client Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos (1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%) This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 10 of 15 NVL Laboratories, Inc. � 4708 Aurora Ave N,Seattle,WA 98103 IN`�I L,. p 206.547.0100 1 f 206.634.1936 I www,nvllabs.com L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Layer 1 of 4 Description: Black asphaltic fibrous material with granules Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Granules, Mineral grains Glass fibers 13% None Detected ND Layer 2 of 4 Description: Black asphaltic mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder None Detected ND None Detected ND Layer 3 of 4 Description: Black asphaltic fibrous material with brown granules and clear cellophane Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Granules, Cellophane Glass fibers 15% None Detected ND Layer 4 of 4 Description: Black asphaltic fibrous felt with trace thin silver paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Metallic paint Cellulose 72% None Detected ND Lab ID: 18067151 Client Sample#: 2018-0525-3-13 Location: 104 S Olympic Ave. Arlington, WA 98223 Layer 1 of 2 Description: Red brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler None Detected ND None Detected ND Layer 2 of 2 Description: Light gray brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Mineral grains, Sand None Detected ND None Detected ND Lab ID: 18067152 Client Sample#: 2018-0525-3-14 Location: 104 S Olympic Ave Arlington, WA 98223 Layer 1 of 3 Description: Black asphaltic fibrous material with granules Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Granules, Mineral grains Glass fibers 14% None Detected ND Sampled by: Client Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos (1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%) This report relates only to the items tested If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 11 of 15 NVL Laboratories, Inc. INVII 4708 Aurora Ave N,Seattle,WA 98103 p 206.54Z0100 1 1206.634.1936 1 www.nvllabs.com L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Layer 2 of 3 Description: Black asphaltic mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder None Detected ND None Detected ND Layer 3 of 3 Description: Black asphaltic fibrous material with granules and clear cellophane Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Granules, Cellophane Glass fibers 13% None Detected ND Sampled by: Client �� Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 c/ Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 12 of 15 NVL Laboratories, Inc. ASBESTOS LABORATORY SERVICES 4708 Aurora Ave N,Seattle,WA 98103 p 206.547.0100 1 1206.634.1936 1 www.mllabs.com L A B S Company NVL Field Services Division NVL Batch Number 1813014.00__ Address 47.08_Aurora Ave. N. TAT 2 Days AH No Seattle,WA 98103 _ Rush TAT Project Manager Mr. Derrick Gallard Due Date 7/12/2018_-Time 3:45 PM___ _ Phone (206)_547-0100 Email derrick.g@rLviIabs.com Cell (206) 707-3236 Fax (206)634-1936-- - Project Name/Number:2018-0525_- Project Location: 104 S_Olympic Ave. Arlington,-WA 98223 _- Subcategory P_LM_Bulk _ _ - Code ASB-02_ ______ EPA_600/R-93-116 Asbestos by PLM_<bulk>_ Total Number of Samples 19 Rush Samples Lab ID Sample ID Description A/R 1 18067134 2018-0525-1-1 A 2 18067135 2018-0525-1-2 A 3 18067136 2018-0525-1-3 A 4 18067137 2018-0525-1-4 A 5 18067138 2018-0525-1-5 A 6 18067139 2018-0525-3-1 Composite A 7 18067140 2018-0525-3-2 A 8 18067141 2018-0525-3-3 A 9 18067142 2018-0525-3-4 A 10 18067143 2018-0525-3-5 A 11 18067144 2018-0525-3-6 A 12 18067145 2018-0525-3-7 A 13 18067146 2018-0525-3-8 A 14 18067147 2018-0525-3-9 A 15 18067148 2018-0525-3-10 A 16 18067149 2018-0525-3-11 A 17 18067150 2018-0525-3-12 HA 18 18067151 2018-0525-3-13 Print Name Signature Company Date Time Sampled by IClient Relinquished by Client Office Use Only Print Name Signature Company Date Time Received by Emily Schubert NVL 7/10/18 1545 Analyzed by Alla Prysyazhnyuk NVL 7/12/18 Results Called by ❑Faxed ❑Emailed Special Instructions: Date:7/10/2018 Time:3:57 PM Entered By:Emily Schubert page 13 of 15 NVL ILaborratories,Seattle,WA9Inc. ASBESTOS LABORATORY SERVICES lwv�.. p 206,547,0100 1 f 206.634.1936 1 www.rivllabs.com L A B S Company WL_Reld_Services_Division___- NVL Batch Number 1813014.00 Address 4708 Aurora Ave. N. TAT 2_DaVs _AH No_ Seattle,WA_961 Q3___ Rush TAT Project Manager Mr. Derrick Gallard Due Date_ 7/12/2018 Time _3,46PM___ Phone (206)_547-01.00__ _ Email derrick.g@_nvHatzs.cQtn. _ Cell (206�T07m3206__ _____ Fax (206Y634-1936 Project Name/Number:M1_8-0525 -_ Project Location: 1_d4_S-Ol_ympic�Ave._Arliagton,WA_98223——___ Subcategory PLNLBu k__- _ Item Code AS13-02 _- ___ _EPA 600/R-93-116Asbestos_b-yP__LM_<-b�ulL ___ _ Total Number of Samples 1_� Rush Samples_._._.. .._._ ..._. Lab ID Sample ID Description A/R 19 18067152 2018-0525-3-14 A Print Name Signature Company Date Time Sampled by JClient Relinquished by Client Office Use Only Print Name Signature Company Date Time Received by Emily Schubert NVL 7/10/18 1545 Analyzed by AIIa Prysyazhnyuk NVL 7/12/18 Results Called by ❑Faxed ❑Emailed Special Instructions: Date:7/10/2018 Time:3:57 PM Entered By:Emily Schubert page 14 of 15 NVL Laboratories, Inc. CHAIN of CUSTODY IIL 4708 Aurora Ave N,Seattle,WA 98103 SAMPLE LOG 1813014 5 p 206 5470100 1 f 206 6341936 I www.nvllabs cam Client NVL Laboratories Inc NVL Batch Number Street 4708 Aurora Ave N Client Job Number 2018-0525 Seattle, WA 98103 Total Samples i ;3 10 Project Manager Syed Hasan Turn Around Time 1 Fir 8 FirsDays Days2 Hrs I Day ;_',4 Days Project Location 104 S Olympic Ave.- 4 Firs �z Days ':. 5 Days Arlington, WA 98223 Please call for TAT less than 24 Hr: Email address gvd)grandviewinc.net Phone: (425) 359-5630 Fax: Ll Asbestos Air PCM(NIOSH 7400) I I TEM(NIOSH 7402) TEM(AHERA) I_'TEM(EPA Level II) 1:]Other Asbestos Bulk :<YLM(EPA/600/R-931116) [. PLM(EPA Point Count) L I PLM(EPA Gravimelry) [ ]TEM BULK MoldlFunqus -,Mold Air I Mold Bulk I .Rotometer Calibratior Other Metals METALS Det. Limit Matrix RCRA Metals All 8 i _I All 3 F Total Metals I 'FAA(pPm) Air Filter - Soil Arsenic(As) Chromium(Cr TCLP I i ICP .Drinking water I Paint Chips in% I I Barium(8a) I Lead(Pb) n Copper(Cu) (pPm) � [^Nickel(Ni) L]Cr 6 I I GFAA(ppb) I I Dust/wipe(Area) I Paint Chips in crr', Cadmium(Cd) I Mercury(Hg) ❑Zinc(Zn) [-]Other Types Fiberglass Nuisance Dust ❑Other(Specify) of Analysis Siiira 1 1 RPcnirahla n,io Condition of Package: ❑Good E.Damaged(no spillage) [J Severe damage(spillage) Seq.# Lab ID Client Sample Number Comments ,AIR - (-2 - -�� 4 5 6 -3-( C1000SIT _ 33 - 9 12 (QQ 13 - 14 15 %V/ Print Below Sian Below___- Company Date Time Sampled by [)F,;V-(?* /1 - A/fic, �O~fig l 7 od Relinquished by; =' Lq Received by �^^""'I Analyzed by Results Called by Results Faxed by Special Instructions: Unless requested in writing, all samples will be disposed of two(2)weeks after analysis- Results report to page 15 of 15 IN IL L A aB 5 Appendix C AHERA Certification & Laboratory Qualifications E LO @ C) k � ƒ CD \ 5 \ cri of \ LO ® R ^ a , x CN UJ Q C-4 . � ® q .§ / @ � \ zz @ � co / $ / / k k �± 0 C d Q. .z ƒ / f M o § e � 2 t � 2 $ p . � m 2 ? � \ W '� 0 uo co 6 % k w \ t 2 \ « 00 o � k e / \k . 0 Q -i -lb � � k ) 001, 2 � � / � IQ) � _ u kk / m ° 0 / m § 00 © / G M k z � @ & k $ k & A & / � � a^4j w1 of CN6 National Voluntary w ' Laboratory Accreditation Program J sTAYrs ni SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 NVL Laboratories, Inc. 4708 Aurora Avenue N. Seattle,WA 98103 Mr.Nghiep Vi Ly Phone.206-547-0100 Fax:206-634-1936 Email:nick.l@nvllabs.com http://www.nvilabs.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 102063-0 Bulk Asbestos Analysis Code De se Won 18/A01 EPA--Appendix E to Subpart E of Part 763—Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116:Method for the Determination of Asbestos in Bulk Building Materials r" " I For the National voluntak L borat cciedilation Program Effective 2017-10-01 through 2018-09-30 Page 1 of 1 . ,�, � I Li LU Go ,� • t4 /I ';1Y1 • 1 • iiC ` • � • 1 CN 9 • Y''1 • 0• (G J` 1 • • 0 m1CO s r • � ; f _ • • ► F, � • `✓ i 1 • r� 0 Ln cn lie 1 w 1 �r a • 1 i • y cn • ` LU ft. • - i \ ti• 1 1 } CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 104 S Olympic Avenue Permit#:1993 Parcel#:31051100 1 043 00 Valuation:3564146.72 OWNER APPLICANT CONTRACTOR Name:OLYMPIC PROPERTY HOLDINGS LLC Name:Grandview North,LLC Name:GRANDVIEW INC. Address:7421 284TH ST NE Address:P.O.Box 159 Address:P O BOX 159 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:ARLINGTON,WA 98223 Phone: Phone:360-435-7171 Phone:360-435-7171 LIC:GRANDHL848M7 EXP:7/25/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 3 CONST.TYPE: V 5 DWELLING UNITS: OCC GROUP: B/R-2 BUILDINGS: OCC LOAD: PERMIT APPROVAL 1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI I0/IRCI10. SALES TALC NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington 43101. -ter David Spencer CBO 2/25/2019 Signature Print Name Date Released By Date CONDITIONS Adhere to approved plans. Call for inspections. THIS PERMIT AUTIIORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,FTC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 2/25/2019 Building Permit Fee $22,525 02 2/25/2019 Building Plan Review Fee $18,795.23 2/25/2019 Park-Community MF $59,880.00 2/25/2019 Park-Mini MF $17,440.00 2/25/2019 Processing/Technology Fee $25.00 2/25/2019 State Building Code Surcharge Fee $105.00 2/25/2019 Traffic Mitigation-City $70,723.40 Total Due: $189,493.65 Total Payment: $18,795.23 Balance Due: $170,698.42 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon C-4 , ) �� wrG ' 9 - 1 . M 0 M 6�L8� jr J II J J 33P-'9 PrJ 8 J OL-emYM-1,81FIC AVENUE ARILLINGIR-01,10N., WANH-s"RINCRIt T-1;10N ARCHITECTURAL SYMBOLS PARTIAL ABBREVIATION LIST STANDARD MOUNTING HEIGHTS & NOTES DRAWING INDEX BUILDING CODE & PROJECT INFORMATION AB ANCHOR BOLT HOR HORIZONTAL GENERAL AD AREA DRAIN HE. HOSE BIB A.F.F. ABOVE FINISHED FLOOR BACK WALL AO.0 COVER SHEET BUILDING SECTION SYMBOL ALUM. ALUMINUM IGL. INSULATED GLASS 0 BUILDING FOOTPRINT: 10.586 S.F. ACT ACOUSTICAL CEILING TILE INSUL. INSULATION r," 15 CONTROL BACK ARCHITECTURAL SECOND FLOOR: 10,665 S.F. LOC. LOCATION MAXMAX WALL B"MAX WAUL 21"MAX A1.0 FIRST FLOOR PLAN THIRD FLOOR: 10,665 S.F. BA BRONZE ANODIZED a BM BEAM MAT. MATERIAL °� Me MACHINE BOLT A1.1 FIRST FLOOR ENLARGED PLAN BUIIDING AREA: 31,916 S.F. WALL SECTION SYMBOL C CARPET MTL METAL 36" At. S F F I P 1 CLO CLOSET E CONTROL � - .3 IR T L OR E LA G D LA BUILDING HEIGHT: 42'- 3 STORIES CMU CONCRETE MASONRY UNITS NS NEAR SIDE WALL Al 4 FIR T LOOR R FL C D CE LI G L FIRE SPRINKLER: 1ST FLOOR = NFPA 13 CONC. CONCRETE OC ON CENTER I CON" CONNECTION ---- 2ND&3RD FLOOR =NFPA 13R CONT. CONTINUOUS P PAINT 48 M@1 A OOF LA S CL CENTER LINE P.LAM. PLASTIC LAMINATE W A4.0 A A TYPE B UNIT PLAN FIRE ALARM: YES N NORTH ARROW CL'G CEILING PL. PLATE A4.1 ADA TYPE A UNIT PLAN I OCCUPANCY: B/R-2 PS PANIC SWITCH TRANSFER-TYPE CONTROL IN LOCATION OF DEL. DOUBLE PT PRESSURE TREATED SHOWER COMPARTMENT TRANSFER-TYPE SHOWER SHOWER SPRAY UNIT A6.0 BUILDING SECTION & DETAILS TYPE OF CONSTRUCTION: V-8 A DF DRINKING FOUNTAIN PWD PLYWOOD CODE: 2015 IBC DET. DETAIL S STAIN 39-41 E II I/4" I IR" A6'.'1�t���gSECTIONS &CDJE�Tp�AILS. Dee INTERIOR ELEVATION SYMBOL SS STAINLESS STEEL "MN. •36INCHESMNIMIM 36"MIN.' A6.3 CUl DIG SE`TIbN EA. EACH S/S SERVICE SINK c ELEV. ELEVATION PARTITION 12"MAX. 42"MIN. 04EH WALL SPACE 24"MIN. sc SOLID CORE Q c CHEDULES E.W. EACH WAY PERMITS ll s E e EXT'R EXTERIOR SHT. SHEET G 5 i C S. P UMB G R SE IA R M DETAIL SYMBOL SF SQUARE FOOT b"MIN. TRANSFER a �� FF FACTORY FINISH T TEMPERED GLASS CTION 60%4 Y SIDE L F.O.F FACE OF FOUNDATION m ❑I WINDOW NUMBER F.O.S. FACE OF STUD T&G TONGUE AND GROOVE TYP TYPICAL F.H. FIRE HYDRANT TIGL TEMPERED INSULATED GLASS ,,.., ......., 2. FS FAR SIDE 201 DOOR NUMBER FD FLOOR DRAIN U.N.O. UNLESS NOTED OTHERWISE EMA710N OFFICE GA. GAUGE TOILET COMPARTMENT SIDE WALL GRAB BAR REAR WALL GRAB BAR °a OW°RA°°AR 1. THREE STORY 31,916 S.F.BUILDING w/10,585 S.F.FOOTPRINT GAB GLUE LAM BEAM VERT. VERTICAL TOE CLEARANCE FOR WATER CLOSET FOR WATER CLOSET DISPENSER LOCATION PASS-THRU 202 ROOM NAME&NUMBER 2. USE: B/R-2 APARTMENTS M GWB GYPSUM WALL BOARD WD WOOD HT HEIGHT 'NWF WELDED WIRE FABRIC 3. TYPE OF CONSTRUCTION: VB .Z HM HOLLOW METAL II.MR12,MR 12"MN. 12'MN. TYPE VB = 36,000 S.F. x 1.55= 55,800 5{ PERIMETER= 548 L.F. VICINITY MAP y OCCUPANCY B-FIRST FLOOR AREA INCREASE FOR YARDS: F 0 w - y. - a z _ ❑❑ If= [440/548-0.25]30/30 = .55 INCREASE 10,106/55,332= 0.18 EGiI 5 E�"E"" TREADS AND RISERS OCCUPANCY R-2-SECOND&THIRD FLOORS AREA INCREASE FOR YARDS: FOR ACCESSIBLE STAIRWAYS TOP AND BOTTOM TOP HANDRAIL 7,000 x 1.55= 10,850 x 3= 32,550 S.F. a , ',` i'�i s{ _ 5 HANDRAIL EXTENSIONS AT RAMPS EXTENSIONS AT STAIRS 21,101/32,550 = 0.65 0.18+ 0.85= 0.83<1.00-OK oq Plan Review 4. FIRE ALARM PER 907.2.9 e By SAFEBUilt i l 3 1/2"MAX. 5"MAX. 15'MN. 5. FIRE WALLS DUE TO PROXIMITY TO PROPERTY LINE: SOUTH STAIR WALL ONLY SIT 6. FIRE RATINGS: WALLS SEPARATING UNITS TO BE FIRE PARTITIONS o s m fiance Reviewed for Building Co P W '! 7. STAIRWAY ENCLOSURE PER 1022.2 "A © /7 / DEFERRED sUBYITTALS B. ALLOWABLE TRAVEL DISTANCE TO EXIT= 250' _ w SPRINKLER SYSTEM _ I ---- Date i / sign FIRE SPRINKLER.SYSTEM 3 4 . W PARAL'a APPROACH to m AMROAgI FIRE ALARM SYSTEM kp__ Building Plan Review ELECTRICAL II By SAFEBuilt PLUMBING- WATER DIAGRAMS NOTE: ",gma"d o, z,nn so rve i."�+ DRINKING FOUNTASI SPOUT LOCATION � � THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS O 1R.� 4 EH h /E THAT IN MY PROFESSIONAL JUDGMENT ARE APPROPRIATE TO SARSFY qL IIi h - /V THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090 v W M"nE11 S[ it • N CIVIL STRUCTURAL ARCHITECT OWNER t= CASCADE SURVEYING & x Jarnot Engineering, Inc. GLENN C WELLS, A.I.A. qm GRANDVIEW NORTH LLC ENGINEERING, INC. P.O.Box 704 It 324 WEST BAY DRIVE SUITE 102 P.O. BOX 159 P.O. BOX 326 JEIMonroe,WA 98272ARLINGTON, WASHINGTON 98223 Ph.(360)863.1831ARCHITECT OLYMPIA, WA 98502 ARLINGTON, WA 98223 (360) 435-5551 Fax(360)863-1481 TEL (360) 352-4553 3 MECHANICAL ELECTRICAL LANDSCAPE GENERAL CONTRACTOR 3 CASCADE SURVEYING & A&D MECHANICAL CLARK'S ELECTRIC, INC. ENGINEERING, INC. GRANDVIEW NORTH LLC 9726 WATERWORKS RD. P.O. BOX 416 P.O. BOX 326 P.O. BOX 159 MARYSCILLE, WASHINGTON 98271 SILVANA, WASHINGTON 98287 ARLINGTON, WASHINGTON 98223 ARLINGTON, WA 98223 (360) 435-5551 V 3 608 Shower Compartments 606.3 Grab Bars.Grab bars shall comply with Section 606.3.1.1 Horizontal Grab Bars.Inabontal grab 1BO8.7 General.Accessible shower compartments shall 809 and shall be provided in accordance with Section bars shall be provided across thel wall endcomply with Section 808. 808.3.Where multiple grab bars are used,required her- on the beck wall to a point 18 i (455 mm)Izontal grab bars shall be Installed at the same height from the control wall. BACK WALL 608.2 Size,clearance and seat. Shower compart- above"'Is floor. 608.3.1.2 Vertical Grab Bar.A l grab barmanta shall have sizes,clearances and seats comply EXC EPTION: Grab bars are not required to be 18 Inches(455 mm)minimum inth shall be15" Ing with Section 608.2. instr led in a shower for a single occupant,accessed provided on the control end wall 3es(75 mm)608.2.1 Transfer-type Shower Compartments. only`trough a private office antl not for common use minimum and 6 inches 160 mm) um aboveTransfer-type shower compartments shall comply or p iblic use, provided reinforcement has been the horizontal grab bar,end 4 I (100 mm)H1 J with Section 608.2,1. Insts ad in wells and located so as to permit the maximum inward from the froge of thetype shower compart- Installation of grab bars complying with Section 808.2.1.1 Size. Transfer- shower. ments shall have a clear inside dimension of 36 608.3. CONfR01. £WALL Inches(915 mm)In width antl 36 Inches(915 mm) 808.3.1 TransTer•Type ewers. Grab bars r 606.4.1 TrensfenType Showers. In er-typeIn depth,measured at the center point of opposing transfer type showers shall comply with Section ehowere,the controls and hand shohall besides.An entry 36 Inches(916 mm)minimum In 608.3.1. located: width shall be provided. 18 1. On the control wall opposite the s 608.2.1.2 Clearance.A clearance of 48 inches 2. At a height of 38 Inches(965 mm)minimum I (1220 mm)minimum in length measured perpen- back wall 455 and 48 inches(1220 mm)maximum above the TRANSFER-TYPE CONTROL IN dlcular from the control wall,and 36 inches(916 shower floor,and mm)minimum in depth shall be provided adjacent SHOWER COMPARTMENT TRANSFER-TYPE SHOWER to the open face of the compartment. 3. 15 inches(380 mm)maximum,from the can- 608.2.1.3 Seat.A folding or non-folding seat com- terrine of the control wall toward the shower T YP. SHOWER DETAILS plying with Section 810 shall be provided on the Seat control opening. well opposite the control well. wall wall SCALE: 1/4"=1'-0" Exception: A seat is not required to be Installed in a shower for a single occupant, accessed only through a private office and not for common use or public use,provided rein- forcement has been installed in walls and located so as to permit the Installation of e 4 M. shower seat. 102 FIG.9011.3.1 QGRAB BARS IN TRANSFER TYPE SHOWERS I 9 r 2I6'-8" W-3' 6'•I Vi" 0'•I V2" 28'•2" 163'-9" 6'-6° i 3'•4" 4'•2" Y-41 3'•4" V-7" 5'•0' Y-b"I'-2' T•4" P_611 11'-0.. b'-0" 4'-I• 61_0» 3'•I0" b'-0" b'-0" b'•0' 9'-3" b'-0' 12'-5" "b'•®• 12'-5' 6'-®" @'•5° b'•®• b'-9" '- b'-0" 8°g,_4•p'_6 2 3 A6.1 BIM. —I_ — —— — I— I I I I A6 1 I —————— -- --- --- — — -------I -- + -- -- — — --- ' I I e � e e � JLJZJ ( ST CI.6 CLR O � RESTW OFFICE A6. UTILITY IIRE$Tt hl — —_ -- IC OFFICEFREE I All m O S — — BREAK ROOM -- IGHTS FLINCCTj r NALTRA 0 91sO —REV ROOM I FI FrT — c N I•HR L 1,200 B.F. -- 1,250 S.F. UP 32 BIKE $TOR SY d 124R $TORQGE REST W Q u FU n OPEN ANYTME FITNES8 OFFICE SERVER BREAK ROOM —- I I,• SEE T.I. PLAN A7.3 � o ° 2.6' - - - ------- -- �- 1 AK - - - --- - ------ - - -- --- - - - - w B ROOM COL. OFFICE I rMNIWAS o m 3 I l I I ( I 2UP 4R rI m a EM.R a I EV. A6.0 $T C a I 'a --L-. r G a '" 3 CARDI ———— O OFFICE LD�TI ®'e A6.3 © WAITING: \ I ITI i i I I GUEST I I 9 8 I I W I I (OFFICE I I T 4'6- 4 b» e g REG PT. I LJ CLR (CLR ® I A A I I A I D m I ❑K © I I I � I I � - -- -T- ----- o � FAb.7YP. fURCI ' I I I I I I I , A6.1 a Z ---- ----------- -------------- I ^w 4'-0• ' 6'-1° 6,_4" 14'•2" '-1" 6'•4" 2'-" •4` i' IB''••02"" ,•1» b-0" 6'4' ' b 6 b b b- 3 E 4'-0 I61•814" 4'- I " 11•811" U 5-0"I9 V2' 13'-4• 6 02 E 22'-5" 31'•I' IB'-2° 31'•I° B'•2" 31'-t" IB'4' 0 I 12 1.9 1 25 9 3 WALL LEGEND f O o COL COL COL COL. COL. COL COL COL = NON-RATED WALL I/2-HR WALL FIRST FLOOR PLAN HR.WALL o SCALE: 1/8"=1'-0" FLOOR AREA=10,586 S.F. v FLOOR OCCUPANT LOAD= 184 PERSONS Plan R ':,, By SAFE_ lip �. 3 cityissue: 08-05-18 title: sheet no. GLENN C WELLS , A.I .A. 36ae RECIH G date: 10-17-17 FIRST FLOOR PLAN drawn: R.C.T. A1.0 n 324 WEST BAY DRIVE SUITE 102 OLYMPIA, IPA 98502 - - EMORY LOFTS ATE OF WASHI�NG70N checked: G.C.W. - - ARCHITECT (360) 352-4553 -zi-ly 104 S. OLYMPIC AVE. ARLINGTON, WASHINGTON 98223 E 0 3 ------------- --------� r----------------� I I I I 3 I I I I I I I I I I I I A6.1 SIM, - _----___ ___- --j i r----i-__-___-__ ___---i__--_---i------_- r__-- - I I 5 5 B 5 B a—-—- -—- - - -—- -— —- —- - 3 0 0 N T o p 4 3 + 14'-5 1/2" Iry 5'4" II'-1 1/2" II'•tl" RESTRM 10-5 1/2 0 c ® 1° VEST. F. 0 8+ io " 1 OFFICE S O 1.4 PERSONS m r-------I•NOUR WALL---- +40 OFFICE OFFICE 6 I IR I 12 I I!! 3 1.3 PERSONS 1.4 PERSONS 1 11 Ff� BREAK ROOMFRI 012 PERSONS pI NMR F 0 9 � x 1 m i� 20x40 ® 2mx4m I � a 1 1 O5 'n N � 2 2 A6.2 I it 24R 8� O 1�—X c TAI 1 3 A6.02 BIKE 0.3 PERSON b LL 5 9 STORAGE �'•�" II'-51R" v 5'-0" 9'-5" 2'-5" [16) m 0'-II I/4" 5'-0" 6'-�" II'-6" 6'- IR° 4'-0" �n LOBBY 9 I CLR AREST CLR 0C CLR i I c® STOR I I EN A .2 BREAK ROOM TRAVE1Ot'�' p 4 PERSONS i142" 85.7 PIE SONS DISTANCE A ROOM SEMR 9.2 PERSONS +40" � 0.2 PERSON G A '�<250" 6 /i k42°MICROW. 0 0 F.T. �- 1 I --I- `\�- STOR----- -�� --- -- - --- ¢2 REST - --- - --- --- _ _ _ _-_-_ \ I 0.5 PERSON qAH.T T' _ ,p OFFICE A6.0 C 15 I 2.4 PERSONS 9 m 5 A6. 0,-8„ DBL.2x SOLIND WALL - o F. A6.2 I %250 B.F. L1b2 B.F. 2 0 1° I OCCUPANT LOAD: w OCCUPANT LOAD: 9 S i 27.2 PERSONS 3 �I `p O 42.7 PERSONS PEST�I 0 x OFFICE 1 1 1 PERS7 I q I F.T. A O I 9 CCNF. ®FF A6.2 I O Z s ® 10 PERSONS o e+40" - STOR a 3 O ® 1,200 B.F. 22'-3" -`„ OCCUPANT LOAD: ml 24.4 PERSONS 2 0 9 \ WAITINKs S 3'-II IQ" 11.01/1" \5'-31/2, B'- IQ" 6 PERSON II'•0" 9'-5 I/2" 10'-0" _F a A b OFFICE 9 e \ (5)20x4 1 0 2 PERSONS v 0 11..3 PERSONS 2 o I i O III I WPIR I I C GONF.9 ®FF EN e PERSON S 1 PE E303 v v c ® I RECEPT• 9 ;p I 0 1 9 PERSONS I ®FF ADA 1.5 PERSONS "^ a+ I l 0 2 D�- 0 E I II I i I I a I I I I i 0 k I 12 1.9 �2 25 28 �3 31 4D 42 4b f c E g ENLARGED TENANT IMPROVEMENT Plan Review I FIRST FLOOR PLAN FF= FLUSH FLOOR By SAFEBuitt FT= FAN ON TIMER SCALE: 1 4"=V-0" 10,009 S.F. T = TEMPERED GLASS 3 cit issue: 08-05-18 title: sheet no. GLENN C WELLS , A. I .A. 3809 RECIH G date: 10-17-17 - It drawn: R.C.T. FIRST FLOOR ENLARGED PLAN 324 WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 GLENN C.WELLS - - EMORY LOFTS A1.1 ATE OF WASHINGTON checked: G.C.W. - - g ARCHITECT (360) 352-4553 - - 104 S. OLYMPIC AVE. E ARLINGTON, WASHINGTON 98223 E 8 3 _________i ------- As.1 s I I I I I I I 1 I I I I --- G------- ------------------I------ - - ------ ---------- I I B B I B T I B I B I B 3 O IP-T 1/2' II'-11" I O CL 5TORJ U IL c 1 REsTROOM SEALED CONC. r 31'-0"TOT TILE A S DISTANCE I 514. OFFICEn OFFICE O o 31'<250" CLR 4 8 1.3 PERSONS 1.4 PERSONS 3 SEE SHEET AID FOR ACCESSIBL FUIEIGHTS A / SHOWER DETAIL RUBBERFLOOR FUNCTIONAL TRAINING e^3 SIMO aL ° a T 20x4m 20x40 TURF RESTROOM s I /\ ELECT ® T ® TILE O I Q CLR $(2E TROOM o�L A6. MANIFESTO WALL a TILE a®8 n A m m 1 b'-i" II'-b" b'- IR" 4'-0" il'-4" l'-B IR" � 5'-9" T'•5" b'-II Ia" 5 CLR CLR CLR 5'-0' STOR 0 - a I I 3 ANYTNIE FITNESS BREAK ROOM 4,638 S.F. r 9.2 PERSONS OCCUPANT PERSONS O A O C , TW. 40" 9 0� M Q�F.T. I STRENGTH TRAINING RESTR`L _ _ _ _ _ _ _ _—___— _L _ _—___—_--CARET_ _-- _— _ _ _—_ OCt I 0 �TVP. TRAINER A6. - CARPET c %250 S.F. m'-I" LIP I OCCUPANT27.2 LOAD: 24R .p I PERSONS > I BY TENANT 0 16 PERSONS�.I ®FF PERS0�1 i O 1 I � S MAIL ----- � L--�aowaLL J - CAROI GAREiWAITI 6 PERSON II'-0" r, EML MM5ER I x 4 i O 4 TILE w C I m+ Tm. , II s I M a CONE. GLBY A� m L I 570R 8.1 PERSONS BY TENANT w ,b ®FF I ( i� TILE ( OFFICECARPET I LJ I LAJ - a - B s S s I A6.1 v m i EI 12 BY TENAN ^y 0 ------- --- '—'i--- - ---�--'� 0 oT T a I I ;< I I I I ------ --------------------------- --------------------------- ENLARGED TENANT IMPROVEMENT Plan il FIRST FLOOR PLAN FF= FLUSH FLOORN. By SAFEEBuilt FT= FAN ON TIMER SCALE: 1 4"=1'-0" � 10,009 S.F. T = TEMPERED GLASS IF 3 cit issue: 08-05-18 title: sheet no. GLENN C WELLS , A. I .A. 3809 RE ON EC date: 10-17-17 FIRST FLOOR ENLARGED PLAN drawn: R.C.T. EMORY LOFTS A1.3 n 324 WEST BAY DRIVE SUITE 102 OLYMPIAItu , WA 98502 — — CLENN C.WELLS (360) 352-4553 ATE OF WASHINGTON Ihecked: G.C.W. _ _ ARCHITECT 104 S. OLYMPIC AVE. ARLINGTON, WASHINGTON 98223 E s_ 3 LEGEND 2'x4'LED LIGHT TRCFFER 2X4'LED LIGHT TROFFER w/ EMERGENCY BATTERY BACK-UP �} LIGHT �0p CAN LIGHT � L fl LIGHTED EXIT SIGN w/EMEWSENCY LIGHT ® LIGHTED EXIT SIGN Q EXHAUST FAN 9 NOTE: I-NR CEILING.5EE DEtAIL I/ASID -- -O_ ----- -- .Q. O Q O Ell �F A _ - _ o mo Em Z ® :z O P N O r , a x f z Plan Review FIRST FLOOR REFLECTED CEILING PLAN By SAFEBuilt SCALE: 1/4"=1'-O" 3 cit issue: 08-05-18 title: sheet no. GLENN C WELLS , A. I .A. 3809 REOIH EG date: 10-17-17 __ ---- drawn: R.C.T. FIRST FLOOR REFLECTED CEILING PLAN 324 WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 GLENN C.WELLS - - EMORY LOFTS A1.2 360 352-4553 ATE OF WASHINGTON checked: G.C.W. _ ARCHITECT ) 104 S. OLYMPIC AVE. ARLINGTON, WASHINGTON 98223 r 0 3 LEGEND 2'x4'LED LIGHT TROFFER 2'X4'LED LIGHT TROFFER w/ EMERGENCY BATTERY EACK-UP } LIGHT O� CAN LIGHT 4 kX1lI LIGHTED EXIT SIGN w/EMERGENCY LIGHT ® LIGHTED EXIT SIGN 3 Q r��. EXNA1L47 FAN 1-NR CEILING.SEE DETAIL IIAbID � Ell Zj 0 D P O --- -- ..o C O f s N W N V r � E I✓ i O a Ege O NOTE: ELECTRICAL CONTRACTOR TO PROVIDE g LUMEN LEVEL STUDY AND VERIFY LIGHTACTUAL FIXTURE NUIBERS LOCATLOCATIONSw/TENANT WOW INSTALLATION. g Plan Review "a a FIRST FLOOR REFLECTED CEILING PLAN By SAFEBui" SCALE: 1/4"=1'-O" 3 cit issue: 06-05-18 title: sheet no. GLENN C WELLS , A. I .A. 3809 RECIH G date: 10-17-17 drawn: R.C.T. FIRST FLOOR REFLECTED CEILING PLAN p 324 WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 - - EMORY LOFTS A1.4 y GLENN C.WELLS — — � ATE OF WASHINGTGN checked: G•C•W ARCHITECT (360) 352-4553 - - 104 S. OLYMPIC AVE. ARLINGTON, WASHINGTON 98223 E E cg 3 GENERAL NOTES I. CARBCN MONOXIDE DETECTORS ARE REQUIRED PER STATE AMENDMENT 808.1 8, SHOWERS IN ALL O=PAlCIES TO BE FINISHED AS SPECIFIED ABOVE TO A 14. STREET ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM THE 23. BATHROOMS AND LAUNDRY ROOMS TO HAVE SEPARATE AND INDIVIDUAL 31. CONTRACTOR TO PROVIDE TF446 ENGINEERING AT SITE FOR FIELD INSPECTOR (TYP.ALL WITS) HEIGHT OF 10"ABOVE DRAM INLET.MATERIALS OTHER THAN STRUCTURAL STREET. EXHAUST SYSTEMS. SEE SHEET A40 FOR TYPICAL VENTING PLAN. VERIFICATION BEFORE INSTALLATION OF TFAMES. 2. HOOD EXHAUST PER IMC T4033JJ WA AMENDMENTS.SEE SHEET A40 ELEMENTS USED IN 8UCH WALLS i0 BE OF A TYPE WHICH IS NOT ADVERSELY S. ALL WATER HEATERS SHALL HAVE SEISMIC TIE DOWNS, 24. USE DENSGLASS GOLD AT ALL EXTERIOR LOCATIONS AND USE GM APPROVED 32. ANCHOR BOLTS SET IN PLACE,DRILLED M PLACE,OR OTHERWISE INSTALLED AFFECTED BY MOISTURE. FOR WET LOC.N ALL BATHROOMS AND UNHEATED STORAGE ROOMS. COVER AFTER THE CONCRETE HAS SET UP SHALL ONLY BE DONE UNDER THE 3. NO AIR ADMITTANCE VALVES ARE ALLOWED.DISHWASHER WILL NEED AN AIR 16. CLOTHES DRYERS SHALL BE CONNECTED i0 A DUCT DIRECTLY TO THE GAP.(TYP.ALL UNITS) S. ALL TOILET ROOMS TO BL PROVIDED WITH A COMPLETE CHANGE OPERATED EXTERIOR SEE SHEET MD FOR TYPICAL VENTING FLAN. INSIDE COMBUSTION CONSTRICTION,SUCH AS STORAGE lMlTS WITH 5/8"GW& IMMEDIATE OBSERVATION OF AN APPROVED SPECIAL MSPEGTOR PER 2015 EXHAUST SYSTEM CAPABLE O PROVIDING A COMPLETE CHANGE O AIR IBC. 4. T4P LINES WILL NEED TO BE RUN TO THE EXTERIOR OR AN APPROVED DRAIN. EVERY 15 MINUTES. OUC4 SYSTEMS TO BE CONNECTED DIRECTLY TO THE n. EVERY UNIT TO HAVE COMFORT HEATING FACILITIES(LIVING/DINING/KITCHEN, 25. MECHANICAL/ELECTRICAL INSTALLER TO TOTAL ALL PROPOSED HEATING THIS APPLIES TO THE DRAM PAN AS WELL(SEPERATE LINES).ALSO YOU WILL OUTSIDE;AND THE POINT OF DISOHARiE TO BE AT LEAST 5'FROM ANY BEDROOM,BATHROOM, EQUIPMENT AND 514OW EQUIPMENT WILL COMPLY WITH MC. 33. ALL EXTERIOR DOORS SHALL BE HEATHER STRIPPED. NEED EXPANSION TANKS BECAUSE IT 15 A CLOSED WATER SYSTEM OPERABLE WINDOW SEE SHEET A4.0 FOR TYPICAL VENTING FLAN. IS. FLASHING 814ALL BE PROVIDED FOR ALL EXTERIOR OPENINGS. 26• WATER HEATER i0 BE INSTALLED AND THE INSULATED PAD TO COMPLY WITH 5. FROVIDE EMERGENCY(BACK-UP POWER)i0 EXTERIOR LIGHTING THRI TO 10. EVERY UNIT TO HAVE A SMOKE DETECTOR IN EACH BEDROOM AND ONE IN THE UBEC SECTION 420, 34. Fin CAULK ALL PENETRATIONS THROUGH I HR ASSEMBLIES. A OT. HALL.SMOKE DETECTORS TO RECEIVE THEIR PRIMARY POWER FROM THE M ROOF SHEATHING WILL HAVE EXTERIOR OR INTERMEDIATE GLUE. 21. PROVIDE FIRE ALARM SYSTEM AND AUTOMATIC FIRE SPRINKLER SYSTEM PER 4 6. CONSTRUCTION CONSULTANTS OF WASHI�ASCAUD �BAKTMEL M SPECIAL BUILDING WIRING WHEN SUCH WIRING 16 SERVED FROM A COMMERCIAL SOURCE. 20. THE STEP FROM THE LANDING TO THE UNIT AT THE THRESHOLD OF EVERY CITY OF AR.INGTON REQUIREMENTS.COMPLETE N FPA R SPRINKLER COVERAGE WIRING TO BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN INSPECTION OF THE EXTERIOR ENVELOOUGH OPENING SHALL NOT EXCEED I/2",WITH BEVELED EDGE. C REQUIRED, *0 B•L4T FLOOR COMMERCIAL AREA THIS INCLUDES 64550W,LNLE86 OWNER SIGNS AN AFTHE BUILDING THOSE REQUIRED FOR OVER CURRENT PROTECTION. COMBUSTIBLE AND NON-COMBUSTIBLE CONCEALED SPACES OVER 6",UNDER FOR A MIN.OF 5 YEARS AFTER ISi OCC 11. EMEND THE FIRE•RESISTIVE WALL PROTECTION TO THE SOLE PLATE BEHIND 21. ALL STAIR RISERS i0 BE A MAXIMUM 1"HIGH AND TREADS i0 BE II"MMHMUM ALL CANOPIES AND PROJECTIONS IN EXCESS OF 48',SMALL CLOSETS AND THE TUBS OR SHOWER UNITS WHICH ABUT A REQUIRED FIB-RATED WALL. THE HANDRAILS TO BE MOUNTED 11/2"FROM THE WALL AND 1 IRO"DIAMETER BATHROOMS,ATTIC,ETC. 1. M ALL OCCUPANCIES,ACCES80RE8 SUCH BARS, PIPE.LOCATE 34'ABOVE THE NOSING OF THE TREAD AND EXTEND 12"PAST PAPER DISPENSERS AND SOAP DISHES,ETC.PROVIDED ON OR WITHIN WALLS, 12. ALL GLAZING TO BE CLASS 60 MINIMUM. THE LAST RISER AT THE TOP 40 BOTTOM OF THE STAIRS. 28, ALL WEATHER EXPOSED DECKS AND STAIRWAYS SHALL BE CONSTRUCTED OF SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL.ELEMENTS FROM B. INSTALL O,E 2A,10-54 PORTABLE FIRE EXTINGUISHER AT THE BOTTOM 22. NON-BEARING WALLS TO BE HELD DOWN FROM THE BOTTOM CHORD OF THE TREATED WOOD OR OTHER APPROVED SPECIES NOT SUBJECT TO MOISTURE. LANDING OF EACH STAIRWAY.RECOMMEND SECURITY CABINET$,MOLMT NO ROOF TRUSSES WITH SIMMON STC CLIPS TO ENSURE THAT THE TRUES CHORD DETERIORATION. MORE THAN 54"ABOVE THE FLOOR LEVEL.INSTALL ADDITIONAL FIRE EXT. WILL NOT BEAR ON THE WALL. 28. PROVIDE CLA86 1 FLAME SPREAD FINISH MATERIAL SUCH AS SIDING AND AS NEEDED 80 ONE IS LOCATED WITHIN A MAX.TRAVEL DIET.OF 15'FROM ALL CEILING LOCATED IN THE COVERED STAIRWAY. PORTIONS OF THE BUILDING. 30, CONTRACTOR 70 PROVIDE CLASS C FIRE R?ARO41i ROOFING PER 2015 IBC. PROVIDE LISTING INFORMATION. 158'-5" 10'-0° 18'-8" IS'-2" IS'-6 V2' Is,-6 In" E'-2' IS,4 U2' IS'-6 IRO" 18'•2" 164" Is.4. 4'-0' 6" 6' 9 6'-4" 6'-0" 6'•4" 5'-10" 3'•0" ` 5'-10" 6'-4" b'-0" 6'-21/2" 6'-21/2" 6'-0" 6'-4• 5'-10" 3'-0• - - 5'-I0" 6'-4' 6'-0' 6'-21/1" 6'-2IRO" 6'-0" 6'-4" 5'-10" 3'-0" - " 5'-10" 6'_4" 6'-0" 6'-4° 5'-10" 3'-0" - " A6.1 S ❑F a ❑F ❑F QF ❑F o ❑F r QE QE QE QE � QE E❑ E E ti Tn p+ 4'-6" 4-- A 181•1" IB'-5" _ IB'•5" 18,4" I8,_5" IB,_5" 18'_5" 18'_5• I6'41" '.61/2. �1 cLb„ cLR I STUDIO STUDIO STUDIO STUD 0 I TUDIO STUDIO STUDIO A STUDIO STUDIO 1 STUDIO y s� 201 0 203 2 205 0 0 207 OT TRAVEL 09 0 0 211 213 A 215 217 219 1 443 ® ® 06 SF. Ae 443 0 0 3 F. DISTANCE o a 3 6F. 443 0 0 06 SF. 443 0 0 406 SF. 2 PE S 2 R8ON6 21 PER s 22 1250' 4PE 2-2��P4ER&OJS 22 PE NqI 2 RSCNS 22 PE 2 PERSONS S A TYPE A lt@A TYPE A u ALLOWABLE) L- L J 2 L 9 " A • 1 2 1 -HR FIR:BARRIER UP 0 0 e O O 8 e O O O rq O 8 e O O 8 5 O O 8 2X6 WALLS :s 1/2 HP,FIFE PARTITIONS it o v 0 Y " I A6.0 CORRIDOR 83' 10P PER 108 s 's TEMPORARY wINDou 1 O O O O O O O C) O H rc$ FUTURE DOOR I ON ;Q d`r m o � ❑ ❑ J L ❑ ❑ ❑ ❑ 1 isR. 1 1•HR REO'D I-HR FIR:BARlE FIRE v PAIRTITION O STUDIO 2 STUDIO p10 STUDIO STUDIO 5TUp10 STUDIO STUDIO p10 I 3'-0' 3'-®" 10 " ❑202 A 204❑ ® ® 23s 208❑ o ® ❑210 212❑ ® o 200❑ ®1 11214 2 21s❑ o [2'is b' A 406 SF. ® ® 414 Sr. 414 SF. o 0 406 SF. 414 SF. ® ® 414 SF. 406 Sr. o 0 414 SF. 414 5F. o 0 406 SF. a 2 A 3 PERSONS 2A PERSONS 2A PERSONS 2 PERSONS 2.4 PERSONS 2.4 PERSONS 2 PERSONS 2.4 PERSONS 2 PERSON 2 S PE A6. 18'-61/2' IB'•5" 0'-5" 18'•5" •5 IB'_5" IS'-5" 18' ' 18'_5° IS,- 441TTW61 ;4 4� R CLR - =j � NONRATED CL - o Q EXTERIOR WALLS - 0 m q E V A6.1 8 6'-I' 3'-0" " 5'-10" 6'-4' 6'-0" b'-2 V!' 6'-2 U2' b'-0" b'-4" 5'-I®" 3'-0" 3'-0' 5'-10" 0-4" 6'•0" 6'-2 I/!" 6'-2 I/L" S,_0" 8'-4" 5'-I0" 3'-0" 3'-0" 5'-�" 6'-4' 6'-0" 6'-2 VN 6'•2 1/2" 6'_0" 6'-4" W-10' 3'-0' 3'-0" 6'•I" A6.1 a wd E 22'•3' iB'•5° I01•6 V21 0'-6 I/!" IS'-2° 0'-6 I/2" E'-6 IRO" IS'•2" IB'-6 V2" IS'-6 1/2" IB'-5" 10'-0" 0 w 2 SECOND FLOOR/ EXIT PLAN NALLUNITSAMTOBE WALL LEGEND SCALE: 1/8"=V-0" FLOOR AREA= 10,665 S.F. ACCESSIBLE TYPE B - NON-R4TED WALL FLOOR OCCUPANT LOAD = 43 PERSONS plan Review WINLESS NOTED TYPE By SAFEBuilt a-HRWALL 1-HR WALL 3 v 0 (7 city issue: 06-05-18 title: sheet no. GLENN C WELLS , A. I .A. 3�9 REGIS date: 10-17-17 __ _ �" G drawn: R.C.T. SECOND FLOOR PLAN 324 WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 GLENN C.WELLS EMORY LOFTS A2.0 U ATE OF WASHINGTON checked: G.C.W. - - ARCHITECT (360) 352-4553 UI-41-lu 104 S. OLYMPIC AVE. E - - ARLINGTON, WASHINGTON 98223 E 0 V 3 CONT.GUTTER 8 am CONT.GUTTER CONT.GUTTER 7 CONT.GUTTER 7 wNt GUTTER A6.1 CRICKET AS REQUIRED 1 TO GUTTER 2 u 3 SPLIT 14VAG UNITS CCNT.GUTTER TPO ROOFING CLASS C FOR Si FLOOR CRICKET AS REQUIFED DAYLIGHT 0 C RCIALSPACE BLO(;L- 48`x46"ROOF WATCH LJ_ _L�j =i�jI I w/LADDER A A6.3 L 3 H A6.1 A6.2 � A & B ROOF PLAN 4 A6.1 ) 3 SCALE: 1/8"=1'-0" 216'-S' 61-1 161-6 1/21 IV-6 W, W-21 1 , 61 61 V.4" 61-01 V-41 51.10. 61-41 V.r V-21/2" 6'.21121 V-01 6'.4- 51.101V.011" 1-4- bl-r V-2 In- '-212- V-0" V-4- bye. 3..0"" 5.. V-4- 5,10. v.rj 9.lb B A6A a 11 Lgj _T_TL1 F_ E 4'.(V ,4'.1- IS,-i" 1/2" CL -CLR. /I\ STUDIO STUDIO STUDIO STU 0 STUDIO STUDIO A STUDIO STUDIO TUDIO 1 303 30n 30 311 313 315 317 319 43405 HF� 443 5 3 IF. r-44B SF. 443 5F. vv VT. 443 SiR.7 r--Ko(o Sp. 2 PE 22 1E CNS 2 22 RSONS L!�nFSONS 2 2 PERE�AN Lr E MT i I I ' I TUDIO � I W a OTTRAVEL 09 rail U63TLI DISTANCE &V-.-I STUDIO (250' 2 ER" ALLOWABLE) f�4 FIRE BARRIER • 2 In, L 6. 2 31.v 0 O O 1 0 g g o rq P 0 Rt 1 2X6 WALLS CORRIDOR 1/2 WR FIRE PARTITIONS LOBBY PER 108 6. at 0 0 0 0 TEMPORARY* OW Ld 0 Ld Ld 0FUTUIRE DOOR Z. DIN 3 1-HR REQ'D i-A Fin 5 A6.0 FIRE' 2 PARTITICN 3..0" STUDIO 2 6TUDIOF-] 10 STUDIO STUDIO STUDIO A .0 STUDIO 1[] 302 6 ;�, 300 4LJ 53T UO')8'0 11310 31211 F1314 31611 12,11,80 "A� 406 6f. 414 SF. 414 6f. SF. 414 5F. 414 Sr. 406 5F. 414 SP. 414 Sr. 40(o SF. ==iH 2 PERSONS 2.4 PERSONS 2.4 PERSONS 2 PERSONS 2.4 PERSONS F1 2A PERSONS 2 PERSONS PERSONS 2 PERSONS 2 PE V-6 1/2' IV-511 IS,_51 111-511 .7 * ;4 !)III RATED !t J, viuw I WALLS Ry SAFEBuilt A6.1 FG1 6. 6 WALL LEGEND 6..1. 1 V-21/211 V-2 ItV 61-0" 6-4" V-10 5--10- 6'.4- V-2 L42' 61-21/2" 61-0" 6 51.10. 31.0. V-10- 6-411 6'.0- 6'.2L,2- V-21/211 V-0- V-4- A6.1 111.0-V30� 5'.lr V-4" a',. '.4- NONRATED WALL rn 22'.3- V-6 1/2" W-21 in, V2-HFZ WALL 141R.WALL THIRD FLOOR/ EXIT PLAN SCALE: 1/8"=1'-O" FLOOR AREA= 10,665 S.F. UNLESS NOtED TYPE A FLOOR OCCUPANT LOAD= 43 PERSONS city issue: 06-05-18 Owtitle: sheet no. date: 10-17-17 3809 GLENN C WELLS , A. I .A. drawn: R.C.T. THIRD FLOOR PLAN & ROOF PLAN EMORY LOFTS 324 WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 revisionso A3.0 ATE checked: G.C.W. 4 fli UF--IN__41t 3:::- .T - ARCHITECT (360) 352-4553 104 S. OLYMPIC AVE. I ARLINGTON, WASHINGTON 98223 E TYPE B ADA NOTES 1004.9 Operable Parts. Lighting controls, electrical S.At water doeata where a side wall Is not 1004.11.3.1.1 Lavatory.A dear floor space switches and receptacle outlets, environmental con- available for a 42-Inch(1066 mm)grab bar complying with Section 305.3,positioned for a 6'-2 IR" 6'•0" 6'-2 U2' trols,electrical panelboards,and user controls for secu- complying with Section 604.5.1 reinforce• parallel approach,shall be provided at a lava- rity or Intercom systems shall comply with Sections ment fora swing-up grab bar complying with tory.The dear floor space shall be centered on 309.2 and 309.3. Section 1004.11.1.1 shall be permitted. the lavatory. W-2 VY (TYP) EXCEPTIONS: 6.At water closets where a side wall is not EXCEPTION: A lavatory complying with 1g'-5" box505LIDER 1. Receptacle outlets serving a dedicated use. available for a 42-Inch(1065 mm)grab bar Section 606 shall be permitted.Cabinetry (TYP.) P 9 complying with Section 604.5.1 reinforce- shall be permitted under the lavatory pro- 6'-2 in, 6'4" 6'-2 VY 2. Where two or more receptacle outlets are pro- ment for two swing-up grab bars complying video the following criteria are met F 60 x 50 SLIDER vided in a kitchen above a length of counter with Section 1004.11.1.1 shall be permitted (a)The cabinetry can be removed without _--- m top that Is uninterrupted by a sink or appliance, to be installed In lieu of reinforcement for removal or replacement of the lava- (TYP.) x STOR ' one receptacle outlet shall not be required to rear wall and side wail grab bars. tory;and box 50SLIDER T R m comply with Section 309. 7.In shower compartments larger than 36 (b)The floor finish extends under the cab- `o r_ inches(915 mm)in width and 36 Inches Ina and " 3. Floor receptacle outlets. (915 thin) in depth reinforcement fore m' m Y 4. HVAC diffusers. shower seat is not required (c)The walls behind and surrounding the IS x68 PANT T Y T 5. Controls mounted on telling fans. 1004.11.1.1 Swing-up Grab Bars.A clearance of cabinetry are finished. 18 inches(455 mm)minimum from the centerline 1004.11.3.1.2 Water Closet he water closet 6. Controls or switches mounted on appliances. of the water closet to any side wall or obstruction i 7. Plumbing fixture controls. shall be provided where reinforcement for swing- shall comply with Section 7004.11.3.1.2. up grab bars is provided.When the approach to 1004.11.3.1.2.1 Location.The centerline of Ks w .� FRIG 11 8. Reset buttons and shut-offs serving appll- the water closet is from the side,the 18 inches the water closet shall be 18 Inches(405 min) 443 Sr. H 443 5F. 443 SF. ances,piping and plumbing fixtures. (455 mm)minimum shall be on the side opposite minimum and 18 inches(455 mm)maximum T l jp STUDIO STUDIO the direction of approach. Reinforcement shall from one side of the required clearance. ® V, ® VP 9. Where redundant controls other than light accommodate a swing-up grab bar centered 15114 1004.11.3.1.2.2 Clearance. Clearance S1 switches are provided for a single element, inches(400 mm)from the centerline of the water around the water closet shall comply with one control in each space shall not be required closet and 26 Inches(710 mm)minimum in length, Sections 1004.11.3.1.2.2.1 through g _ _ to be accessible. measured from the wall to the end of the horizon- 1004.11.3.1.2.2.3. _ $ 10.Within kitchens and bathrooms,lighting con- let Portion of the grab bar,Reinforcement shall y A v_ 9 9 EXCEPTION:Clearance complying with ;,° trots,electrical switches and receptacle outlets accommodate a awing-up grab bar with a height in Sections 1003.11.2.4.2 through the down position of 33 inches(840 mm)minimum d d d are permitted to be located over cabinets with 1003.11.2.4.4. counter tops 38 inches(915 mm)maximum In and 36 inches(915 mm)maximum.Reinforce- Clear height and 25'/2 inches(650 mm)maximum in meet shall be adequate to resist forces in actor- 1004.an 3 around Cl water closely hall I h. depth. dance with Section 609.8. P be 48 inches (1220 min) minimum in dW =, dW dW EXCEPTION:Where a water closet is posi- width,measured perpendicular -_--- 1004.10 Laundry Equipment Washing machines and p pendicular from the clothes dryers shall comply with Section 1004.10, tionait with a well to the rear and to one side, side of the clearance that is 16 inches the centerline of the water closet shall be 16 - -+ 1004.10.1 Clear Floor Space.A clear floors space Inches(405 min minimum and 18 inches 455 mm)min)minimum and 18 inches cer- - P pa ) ( min)maximum from the water closet cen- V-0 114" 36 5'-®I/4" 36° 1 V-0 1/4" 36' cemptying with Section 306.3,shall be provided.A min)maximum from the sidewall. ledine. parallel approach shell be provided for a top loading 1004.11.2 Clear Floor Space.Clear floor spaces 1004.11.3.1.2.2.2 Clearance Depth. ,o OLR m ° CUR m . CLR machine.A forward or parallel approach shall be pro- required by Section 1004.11.3.1 (Option A) or Clearance around the water closet shall "' _ x _ x _ _ vided for a front loading machine. 1004.11.3.2(Option B)shall comply with Sections be 58 Inches 1420 min) minimum in 110x 68 r '•iY'-1 _ 2�x65 r-'�"� 1 _ 0 2�x 68 -1W� ( WIG a o_ ?� WI e o saw p WIG It "•" 4 1004.11 Toilet and Bathing Fa Hilies.Toilet and bath- 1004.11.2 and 305.3. depth,measured perpendicular from the br I a e+ Ta a' v i I ing fixtures shall comply with Section 1004.11. 1004,17.2.1 Doors.Doors shall not swing Into the rear wail. 1 m � ( dl � I m D� I EXCEPTION:Fixtures on levels not required to be dear floor space or clearance for any fixture. 1004.11.3.1.2.2.3 Increased Clearance VP 9 VP VP q 0 L----- m 0 L------) m L----- m accessible. EXCEPTION:Where a clear floor space cam- Depth at Forward Approach.Where a 0+b +b m+b O plying with Section 305.3,excluding knee and L �_-- M 1004.1Re Grab Bar and Shower Seat Reinforce• toe clearances under elements, is provided forward approach is provided,the Gear- - - ment. clear- Reinforcement shall be provided for the future within the room beyond the arc of the door once shall be 66 inches(1675 mm)mini- installation d grab bars and shower seats at water swi mum in depth,measured perpendicular closets,bathtubs,and shower compartments.Where from the rear wall walls are located to permit the installation of grab 1004.11.2.2 Knee and Toe Clearance.Clear floor 3'-I" 3'•I° 3'-I" bars and seats complying with Section 604.5 at water space at fixtures shall be permitted to include 1004.11.3.1.2.2.4 Clearance Overlap.A - - _- Gosats;grab bars complying with Section 807.4 at knee and too clearances complying with Section vanity or other obstruction 24 inches(610 4'-b IR A'-8 I2 9-2 4'-b 1/2' 4'-6 V2' 1/2" d8 1/2'9'•2' 4'-b bathtubs;and for grab bars and shower seats m- 306. min)maximum in depth,measured per- to plying with Sections,608.3,608.2.1.3,608.2.2.3 and 1004.11.3 Toilet and Bathing Areas.Either all toilet pandicular from the rear wall,shall be per- 608.2.3.2 at shower compartments;reinforcement antl bathing areas provided shall comply with Section milted to overlap the required clearance, provided the width of the remaining clear.(840 shall be provided for the future installation of ts. area shall comply A), c one toilet4.1 and bathing ante at the water closet is 33 Inches(840 bars and Peale complying with those requirements. Brae shell comply with Section 1004.11.32(Option ,nth)minimum. ADA TYPE B ADA TYPE B ADA TYPE B EXCEPTIONS: B). 1004.11.3.1.3 Bathing Fixtures.Where pro- Comply 3.1OptionA.Eachfixtureprovidedshall UNIT A FLOOR PLAN UNIT B FLOOR PLAN UNIT C FLOOR PLAN 1. In a room containing only a lavatory and a vided, a bathtub shall comply with Section water closet,reinforcement Is not required comply with Section 1004.11.3.1. 1004.11.3.1.3.1 or 1004.11.3.1.3.2 and a provided the room does not contain the only EXCEPTIONS: shower comportment shall comply with Section SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" lavatory or water closet on the accessible 1. Where multiple lavatories are provided in 1004.11.3.1.3.3. level of the unit. a single toilet and bathing area such that 1004.11.3.1.3.1 Parallel Approach Bath- 2.At water closets reinforcement for the side travel between fixtures does not require tubs.A clearance 60 inches(1525 mm)min- wall vertical grab bar component required by travel through other parts of the unit,not imum in length and 30 inches(760 mm) Section 804.5 Is not required. more than one lavatory is required to minimum in width shall be provided In front of .2 comply with Section 1004.11.3.1. bathtubs with a parallel approach.Lavatories 3.At water closets where wall apace will not complying with Section 606 shall be permif- 2. A lavatory and a water closet in a room Permit a grab bar complying with Section led in the clearance.A lavatory complying 604.5.2,reinforcement for a rear wall grab containing only a lavatory and water with Section 1004.11.3.1.1 shall be permit- bar 24 Inches(610 mm)minimum in length doset,provided the room does not win- the only lavatory or water closet on tetl at one end of bathtub if a clearance o centered on the water closet shall be pro. the accessible level of the unit. 48 inches(1220 mm)minimum in length and z vided. 30 inches(760 mm)minimum in width is pro. O 4.At water closets where a side wall is not vided In front of the bathtub. available for 42-inch(1065 mm)grab bar 1004.11.3.1.3.2 Forward Approach Bath- complying with Section 604.5.1,reinforce- tubs.A clearance 60 Inches(1525 mm)min. S O p ment fora sidewall grab bar,24 inches(610 imum in length and 48 inches(1220 mm) o mm)minimum in length,located 12 inches minimum in width shall be provided in from of $T bathtubs with a forward approach.A water - n closet and a.lavatory shall be permitted In the clearance at one end of the bathtub. ANT Y y T RY LEGEND v A B \ A B w \ A B DUPLEX OUTLET __6rry CABLE TV �\ I A . A6. \ I A - \ /` VENTED •�} DEDICATED OUTLET l&,W.H. WHOLE HOUSE FAN WMDOWB 3'-0" s \ I?,QQ /' S7UDI0 r S7U� r '� q� M � M r. SWITOIED OUTLET Q EXHAUST FAN 4' \ ' SA/74 1 I SA� 1 1 I [4 ,�1y S.M. 6"SEPARATE KJ ° i /tj} � O i � '+ 9 O SURFACE MOUNTED OUTLET SAO SMOKE DETECTOR DUCT FOR SEPARATE R44GE WEATHER PROOF OUTLET -rob DOOR BELL ALL VENTS TO BE NO CLOSER 4"DUCT a THAN V-0"TO OPERABLE PART FOUR PLEX OUTLET -H' DOOR BELL CHIME OF WINDOW e \ $ 1 0 DW _ a 4"IQ �� +aU +4U DW p 220 CADET HEATER STUDIO A B +DI T Plan Revie 220 V OUTLET -FH6 H05E BIB13 � SWITCH C.H. RANGE By�SyFE�uil E $ FAN SIUTCH DUCTLESS SPLIT I00 CR1F� r- ; b $3 3414Y Sw1TC14 BATH EXHAl1ST d W/o1 i W/D W/D L HEATLAMP FAN 50 CFM I 4"SEPARATE F;; < $H' MAT LAMP 6W7°N =F 1\ 1\ 1\ _ DUCT FOR DRYER SIG,�y PROVIDE BLOCKING fly PROVIDE BLOCK I �,�I� PROVIDE BLOCKING o FOR FUTURE FOR FUTURE FOR FUTURE PE PHONE Elj} LIGHT f81YLERY i0 BE B � a DETERMINED BY OWNER/ GRAB BARS GRAB BARS GRAB BARS C CARPET ARCHITECT) I F F F UP WOOD FLOOR I WIG BATH L--- H.L L-- H. LL_ f I WHOLE HOUSE �. o VP VNYL PLANK I FAN 100 CFM m LOCATE OUTLETS AT 15"AFF.UNLESS OTHERWISE NOTED. O 24"OBSTRUCTED SIDE REACH.34' c IWOBSTRIKTEDFORuwRn181DEREACH=15"MIN-48"MAX ADA TYPE B ADA TYPE B ADA TYPE B ALL°PERACYLOC (T°REPLACED IN OOMSIBERAS) TYP. UNIT VENTING PLAN UNIT A ELECTRICAL PLAN UNIT B ELECTRICAL PLAN UNIT C ELECTRICAL PLAN P1.=PRIVACY LOCK(TYP.ALL BEDROOMS r BATHS) Sm.•SURFACE MOUNTED OUTLET SCALE: 3/16"=V-0" SCALE: 1/4"V-0" SCALE: 1/4"=V-0" SCALE: 1/4"=l'-O" PROVIDE GFI AS REQUIRED BY CODE. Q GLENN C WELLS , A. I .A. lq* date: 10-17-17Cit issue: 06-05-18 title: sheet no. drawn: ADA TYPE B UNIT PLANS 324 WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 _ _ 4.0 checked: G.C.W. EMORY LOFTS A ARCHITECT (360) 352-4553 - - 104 S. OLYMPIC AVE. ARLINGTON, WASHINGTON 98223 E 3 TYPE A ADA NOTES 1003.9 Operable Parts. Lighting controls,electrical _30 min` 1003.12.6.4 Cooktop.Cooktops shall comply with element,the high side reach shall be 48 inches panelboards,electrical switches and receptacle outlets, 7so Section 1003.12.5.4. (1220 Turn)maximum and the low side reach shall be 380 mm)minimum above the floor. 15Inches environmental controls,appliance controls,operating --------- 1003.12.6.4.1 Approach.A clear floor space, ( hardware for operable windows,plumbing fixturecon- positioned for a parallel or forward approach to EXCEPTION: Existing elements that ere not trots, systems end user controls for security or Intercom systems the cooklop,shall be provided. afiered shall be permlked at 54 inches(1370 mm) shall comply with Section 309. maximum above the floor. 5'-II IR" 3'-0' 6' 3'-0" 5'-II IQ' EXCEPTIONS: ith 03.12.5.4.2 Forward approach.Where the 0x50 30x50 1. Rece tacle outlets Servin a dedicated use. ear floor apace is positioned for a forwardP 9 proach,knee and toe clearance complying2. Where two or more receptacle outlets are pro- Section 306 shall be provided.The under- vided in a kitchen above a length of counter side of the cooktop shall be insulated or other- 30x 50 30 z 50 ST ° top that Is uninterrupted by a sink or appliance, wise configured to protect from burns, One receptacle outlet shall not be required to '36 min.(915)if part of T-shaped turningg abrasions,or electrical shock. (e) - z comply with Section 309. apace per Sections 304.3.2 and 1003.3.2 20 max " 1003.12.5.4.3 Parallel approach.Where he 510 6 x68 R T Y'9 7 3. Floor outlets.receptacle P clear floor space is positioned for a parallel WORK SURFACE FIG.1003.12,7 IN KITCHEN FOR TYPE A UNITS a7 A. HVAC diffusers. approach,the clear floor apace shall be can- s. Controls mounted on ceiling fans. tared on the appliance. 6. Where redundant controls other than light 3„ 30lr in 1003.12.6.4.4 Controls.The location of con- RIG ;a IG switches are provided for a single element, 1 780 trots shall not require reaching across bunters. one control in each space shall not be required L a- 1003,12.5.E Oven,Ovens shell comply with Sec- tion o, to be accessible. 1003.12.5.5.Ovens shall have controls on 406 SF. (00 406 SF. 00 7. Reset buttons and shut-offs serving appll- front panels,on either side of the door. 10 max TS' STUDIO STUDIO antes,piping and plumbing fixtures. 255 r3 °n g space shall b Clear floor space.A clear floor § yp 8. Electrical with ection a shall not be required to �aS apace shall be provided.The oven door in the (b) FIG.300.3.1 comply with Section 309.4. open position shall not obstruct the clear floor j-2 UNOBSTRUCTED 510E REACH 1008.10 laundry Equipment.Washing machines and space for the oven. > W/D 0 8 0 B clothes dryers shall comply with Section 811. 3 x6 BI-FOLD ;n Fit 3 xb 81-FOLD 1003.12.5.6.2 Slde•Hinged Door Ovens.Side- FIG.3oe.2.2 308.3.2 Obstructed High Reach.Where a clear d + W/o d 1003.11.2.2 Lavatory. Lavatories shall comply hinged door ovens shall have a countertop OBSTRUCTED HIGH FORWARD REACH floor space complying moth Section 306 alows a per- •38 min.(915)If part of T-shaped turning '^ with Section 606. space per Sections 304.3.2 and 1003.3.2 positioned adjacent to the latch side of he oven allel approach to an element and he high side reach door. 308.3 Side Reach. Is over an obstruction,the height of the obstruction 17 36 ti 36° EXCEPTION: Cabinetry shall be permitted - shall be 34 Inches(865 mm)maximum above the qIt under he lavatory, g 12.4 1003.12.5.5.3 Bottom-Hinged Door Ovens. 308.3.1 Unobstructed.Where a clear floors ace ry,provided the followin critB- FIG.1003. KITCHEN SINK FOR TYPE A UNITS 9 P floor and the depth of the obstruction shall be 24 CLR he are met: Bottom-hinged door ovens shall have a ooun- complying With Section 305 allows a parallel Inches(610 mm)maximum.The high side reach () 1003.12.4.1 Clear Floor Space.A clear floor terto positioned adjacent pp g shall be 48 Inches(1220 rum)maximum above the e The cabin can be removed without p p j ant to one aide of the approach to an element and the edge of the clear space,positioned for a forward approach to the door. floor spew is 10 inches 265 rum maximum from the b 8 6 B removal or replacement of the lavatory; Pa ( ) floor for a reach depth of 10 Inches(255 rum)maxi• I I z 6 5'•m V4" I I x b 5'-0 I/4 sink,shall it provided.Knee and toe clearance (b)The boor finish extends under the cebl- complying with Section 308 shell be provided. 1003.12.5.5.4 Controls.The location of con- I CLR I CLR nelry;and EXCEPTIONS: re trols shall not require aching across burners. 0 8 rhraAAa1 0(c)The wells behind and surrounding the 1003.12.6.6 Refri eralortFreezer. Combination iA 1. The requirement for knee and toe clear- 9 % 3 x6 I m 3 xb 0.ij cabinetry are finished. rehi' to and freezers shell have at least 50 UDC wit x s_ ante shell not apply to more than one 9 I 1003.12 Kitchens and kitchenettes. Kitchens and bowl of a multi-bowl sink. peroant of the freezer compartment shelves, vP ®1 7n a L30'_-�' - a - kitchenettes shall comply moth Section 1003.12. Including the bottom of the freezer 54 inches - 2. Cabinetry shell be permitted to be added 1370 rum maximum above the floor when the 'o 10citiOn 1 Clearance. Clearance complying with ( ) under the sink,provided he following cri• shelves are installed et the maximum heights os• �gg �n x 8 � Section 1003.72.1 shall be provided. 9 p N • >< • 1003.12.1.1 Minimum Clearance. Clearance teria are met: Bible in the compartment.A clear floor space, F I - m CLR O CLR O between all opposing base cabinets,countertops, (a)The cabinetry can be removed positioned for a parallel approach to the refriger- appliances,or Walls within kitchen work areas without removal or replacement etor/heezer,shall be provided.The centerline of Y shall be 40 Inches(1015mm)minimum. of the sink, the clear floor space shall be offset 24 inches(610 rum)maximum from the centerline of the appli- 1003.12.1.2 U-Shaped Kitchens.In kitchens with (b) The floor finish extends under the ance 48'MAX. 36° 48°MAX 36" counters,appliances,or cabinets on three oonfig- cabinetry,and uous sides,clearance between all opposing base (d) The walls behind and surround- 308 Reach Ranges 10 max 4'-8' B'-t IR" 4'-9 I/2" 4'-S' 8'-II V2° cabinets,countertops,appliances,or wells within ing the daNnetry are finished, 308.1 General.Reach ranges shall Comply With Section 255 265-610 kitchen work areas shall be 60 Inches(1525 mm)minimum. 1003.12.4.2 Heigh.The fro (b) front of the sink shall be 308. " (e) 34 Inches(866 mm)maximum above the floor, 1003.12.2 Clear Floor Space.Clear floor spaces measured to the higher of the rim or Counter sur- 308.2 Forward Reach. required by Sections 1003.12.3 through 1003.12.5 face. F'D I3�2 ADA TYPE A ADA TYPE A shall comply with Section 305. unobstructed, Unobstructed.Where a reach shall reach is OBSTRUCTED HIGH 510E REACH EXCEPTION:l sink end counter that is adjust- unobstructed,Tan) high maximum a reach shall r rd counter 3 Work Surface.At least one section of able h variable heights 29 Inches(735 rum) lathes hall b rum,maximum and the low forward mum.Where hi reach depth shall be 10 Inchea UNIT A ELECTRICAL PLAN UNIT B ELECTRICAL PLAN m counter shall provide a work surface 30 inches(780 minimum and 38 Inches(915 rum)maximum reach shell be 15 Inches(380 rum)minimum above (255 rum),the high side reach shall be 48 Inches rum) minimum In length complying with Section above the floor,or that Can be relocated Within the floor. (1170 mm)maximum above the floor for a reach SCALE: Ile=1'-0" SCALE: 1/4"=1'-0" 1003.12.3. that range without Cutting the counter or dam- depth of 24 Inches(610 mm)maximum. 1003.12.3.1 Clear Floor Space.A clear floor aging adjacent cabinets,walls,doors and strut- EXCEPTION:At washing machines and clothes space,positioned for a forward approach to the tural elements, provided rough-In plumbing dryers,the height of the obstruction shall be per. work surface,shall be provided.Knee and toe permits connections of supply and drain pipes milted to be 36 inches(916 mm)maximum above clearance complying With Section 306 shall be for sinks mounted at the height of 29 Inches the floor. provided.The clear floor space shall be centered (735 mm),shall be permitted. on the work surface. 1003.12.4.3 Faucets.Faucets shall comply with 309 Operable Parts EXCEPTION: Cabinetry shall be permitted Section 309. \ 309.1 General.Operable parts required to be accsssl- under he Work surface,provided the following 1003.12.4.4 Exposed Pipes and Surfaces. "`. 5 o ble shall Comply with Section 309. aiterie ere met: Water supply and drain pipes under sinks shall De `�a ^E 309.2 Clear Floor Space.A clear floor space Comply- ° insulated or otherwise Configured to protect (a)The cabinetry can be removed without °} ing with Section 305 shall be provided. 0 removal or replacement of the work sur- against contact.There shall be no sharp or abra shall be- face p sive surfaces under sinks. or mom of the reach ranges specified in Section 308.aced within ne (b)The floor finish extends under the cabs- 1003.12.5 Appliances. Where provided, kitchen 309.4 Operation,Operable parts shall be operable with o netry,and appliances shall comply with Section 1003.12.5. one hand and shall not require tight grasping,pinching, NG.309.2.1 5T p (c)The walls behind and surrounding the 1003.12.5.1 Operable Parts.All appliance win- UNOBSTRUCTED FORWARD REACH or twisting of the wrist.The force required to activate cabinetry are finished. trols shall comply with Section 1003.9. operable parts shall be 5.0 pounds(22.2 N)maximum. a 1003.12.3.2 Heigh.The Work surface shall be 34 EXCEPTIONS: EXCEPTION: Gas pump nozzles shall not be inches(885 mm)maximum above he floor. 1. Appliance doors and door latching required to provide operable parts that have an acts- PA TRh ,Erg A TR 4 N EXCEPTION:A mo co voting force of 5.0 pounds(22.2 N)maximum. unter that is adjustable to devices shall not be required to mply c provide a work surface et variable heights 29 with Section 309.4. RILL HT. J FULL HT. inches(735 mm)minimum and 36 Inches(915 SHELVES SHELVES -m 2. Bottom-hinged appliance doors,when in mm)maximum above the floor,or that can be \ A B FkIG A B FRIG N the open with Se shall not be required ad' relocated dam that range without cutting the to comply with Section 309.3. A6. gg A6. A6.0 counter or damaging elements, shall be walls, LEGEND 1 A� �SA(2) dooro and structural elements shell be permit- N TVtad. o1003.12.3.3 Exposed Surfaces.There shall be h9TUDI0 � M t &T�Q N no sharp or abrasive surfaces under the exposed DUPLEX OUTLET -ary CABLE TV ' I h I I v portions of Work surface oounters. a » DEDICATED OUTLET Qw.H. U40LE HUM FAN I I I h a SWITCHED OUTLET Q EXHAUST FAN 0S.M. 5UR-ACE MOUNTED OUTLET SAO SMOKE DETECTOR \ 1 +42" \ 4gIDW" Kl W/D Irr WEATHER PROOF CUTLET -DB DOOR BELL - Z O DW FULL HT. o w o > FOUR PLEX OUTLET DOOR BELL CHIME SHELVES z (D220 E 220 V OUTLET -HHB HOSE BIB ° w ^ FULL HIT. I t I I a $F SWITCH c^H. CADET HEATER SHELVES i h PROVIDE BLocK1NG $ FAN SWITCH DUCTLESS SPLIT I Wit-�I!} I WIC - FOR FUTURE E' I T GRAB BARS o $3 3-WAY SWITCH BATH I BATH L' HEAT LAMP SWITCH HEATLAMP I F a I F $H. g H. 0 PHONE �} LIGHT(STYLERYPE TO BE L- . I ` OR FUTUREPROVIDE CKING DETERMINED BY OUINER/ GRAB BARS C CARPET ARCHITECT) NO CAB.UNDER SINK NO CAB.UNDER SINK a WF WOOD FLOOR Plan Reviev, VP VNYL M." ADA TYPE A ADA TYPE Air LOCATE OUTLETS AT Ei"AFF.UNLESS OTHERIVISE NOTED. PL.=PRIVACY LOCK(TYP.ALL BEDROOMS 1 BATHS) UNIT A ELECTRICAL PLAN UNIT B ELECTRICAL PLAN m 24"OBSTRUCTED SIDE REACH.34" S.M.-SURFACE MOUNTED OUTLET UNOBSTRUCTED F•ORUARD 3 SIDE REACH.15'MIN.-48"MAX PROVIDE CFI AS REQUIRED BY CODE. SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" ALL OPERABLE PARTS TO BE PLACED IN THESE RANGES. lip II�IIIt•1 date: 10-17-17 cityissue: 08-05-18 title: sheet no. GLENN C WELLS , A. I .A. 3a89 RECIM ADA TYPE A UNIT PLANS drawn: EMORY LOFTS A4.1 324 WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 - 18 - u ATE OF WASHUCTON checked: G.C.W. - - ARCHITECT (360) 352-4553 - - 104 S. OLYMPIC AVE. E ARLINGTON, WASHINGTON 98223 E cg 3 L..........l...l.G.•■..•...I .■.■.....■.,■.l...U......■.,...■.....■.....■...,.,.■... • .......................■.■.r........,.....,.......■...1. ,•,•..■...........■...■.....■., � :_:_r11 111� _■r ■■_ _■■ �■■r ■■— —■■ �■ter ■■— —■■ ■■__:: — --■`_a■ ■��■■Via■ ■��■■��■ ■��a■__ 1111=■■!■■■■-1111-■■■■ ■■���■■=1111=■■■■�■■�■■■■=1111=■■■�■■___� - _ - _ -----___ ______________ ____. -__ _ .________ ______________________________--__-_--..----------__---_-__ ______ ______________________ ________ _ ___.______........____ ________________ ____ ________________._______. ____________________________________________________________ _____....____________ _____ --__ _ ._ �.---------------------------------------=%%.-------__------------------------------■■■■ -------------------------------- ----------------------------- --- ---------------------------- _.I.� . . ----- -- --------------------------------- Sit -------- - ---------------------------- _-__=__--------- --__ --------------------- ------------------------------------------------------------ ----------------------------- ------- ------------------ -------_••ice ---- ----------------------------------------------------._ -----------------------------------•--------------------------------•------------•-------------------------------------------------------------- --------------------------------------- ---------------•-------------------------- ----------------- ms _..- ------- .--------------- ---------------- _____:_===_SS _===5=====________. _==SS=S=___- __-_• ___-::===a :_ _-_=- --------------.__. ------------- ------------------ -------- ------ - -- _.=_=5=. _=_5------------- ----- - ------ -------- --- ----------- 1- ------ =S_====5_--- ____-________ _-_ -_- _-_ ==- ------ ---- I:_ . --------------------------------------------------- -------------------------•--------- .------------------------------- ---- --------=______-_-_• --------------_:_::___- __-_ =____,__-_-__,______._-: _-__:_-_-:_- ___-_ - - -------------------- -----------------------------------------------------•--------- ------____________________:,_____________________::__,:_ ----------------------------._ ..--------------- - -- -- -- - -------- --- --- ------------------ -- ----------- -- ---- --- - - -==-=====—==------- --- ------ A _==-=--- ---- -- -- -- --- --- ------- - -= ----------=- -=- -- ----------------- ------ ----- -------------- - - -- = ---- ----- e• r�r,,7arr. ICI TT-■1■.■.■- .41.IU.■•■• �■ __:____ __::___:____:____ ---- -----_------------------ ---- -------------- ___------- _______=__________-----5_=_SSS _: _=_=__S_:=S=--------------------------- - ------=- -= ------- •f ..__._ ____ � _• -rrrra.____ •____•r•••••____=-rr==v__.--- ...._mar r am=a=r=a____ _r...._._. __-__ ...__ ____.................... .. ._..___ __._ ___ ____ -_ - --rr=rr=rrrs -- - - rSrrrSSSrS �_ L___ __� --- 7.� -S - - -::_r _ ---- BTFFA _ :_ _=_: =___ :: :=5 �S�:r== ==5=:==:=_ate: -: __ o e o v o l o ► I��I �� ■•Vb■.■.■•■ ■ ■.■.■.l.l•...•.U•lU..■•l l l■.■.l•■. � l.l...1.1•.1•l�.•1.l■■.■•■•11•l.l.l•1•l.l•Ul•1•Ul...l• r� .�..1.1•lU•■•lU•■•■�■•IL.•1•l.l•.•.•1.1•.•..D:.. ����I ��-1111--11'11=■!1■■1l��1■■!�■==11 11-�lJ■■1l��l1 �!■- =■!J ����� �!■- -- --------------------------------: - _..--------------------------- ..-------•-=--------------- NIN --_--_-_- ___=__=5=:___-__-___.__-:_____ ________:_--_====_S________________________________________: _-_ ___:__:__: ------___ _ --_-_--_____====_5===____________=======_=_=_=_=_ _-- --- =____=SS== -- ::: -------------------------------------••----- ---------•-_-------------------- ------------------------------------------- ------------------ - ---------_------- -------- _----- ---- --__ _ -2------_ __ _ ________ ___ ____ ___ _-rrr=. ____________ � __---- :ter- 11 -.LA.l_._ _._ ._� ■■.___ S___. ..-.- ----- __yy- _ ■■ ..... ■�■�;. ■■i_______.�_.r�__���� �•�__..__SYi _________________--- -_-_ ____________---__ .______-,____ �_-_ •-------------------------•----__---_----_•___--_� --------•-"---' -_-____-___-_------___�__--- _-____•--- __ �.__--_-..-�..- �FO�=•©�00•--------___ _------.._..,.---� i•--• =..�00,0�-==_::••----------------_r__-__•010�01 ��0,01•ra__:___ _ ::_-_:-:__•�"�� I date: 10-17-17 issue: �► a �► e cit mug 06-05-1 GLENN C WELLS , A. I .A. ELEVAYlTfNS 324 WEST BAY DRIVE ■ •: 11�, j� ire 1 1 1 98223 WALLS AND INTERIOR PARTITIONS,WOOD FRAMED GA FILE NO.WP 3620 GENERIC 2 HOUR TSS to 55 STC GYPSUM INAlI.BOARD.WOW STUDS FIRE SOUND Bear Wye,Ile type X gyi sure wallboard or gypsum veneer base applied at light arch to arch eldeofdooble roa Qf 2x4 Wood Mud,16'me an sepsmte plain V aped With 61 TPO ROOFING dessid rrags.l/r fors.0.(19V share,Ile heeds,24'o.o.Faso layer/-'type X gypsum wallboard or gypsum verera base Wpbd at light angles to each aide with ad coaled Pi 2-fe less.0-100'shank.1W hoses.a'o c. TPO ROOFING R-30 RIGID INSUL. 8 claims steggemd 1a.aa-h toyer,aad aMs.Gourd lasrd with We sues beer Insulation A N R-38 RIGID 015UL. 5 mtspkd W studs In stud spaces on one spa and wffi naM for base hyerapemd 6'a.e. odmmel bredne reWlead at mid-height,LOM-BEARING) NOTE: FIRE BLOCKING a MAX 10'-0' VERTICAL 4 HORIZONTAL PER 11822 Tpprea. : 13 le Fre re.Wail Sao paF Flre Tat: Sao WP 4135 360, (Po4 WP080,T-70 4) W Gnd TeaC NBC 3056,4-T-70 3/4"T4GPLYWOOD O2-HOUR PARTY WALL 111-HOUR REQU OVER 12"JOISTS Ili"G)WB.(NON-RAZED) C--. .- .. . . V N.T.S. DOUBLE TOP PLATE R-11 ROCK WOOL R-11 ROCK WOOL ROCK WOOL SOUND 13ATTS GONERS OPTION I-HOUR FIRE ASSEMBLY (U LAYER 5/8'GUB TYPE C 7 (2)LAYERS OF 5/8"TYPE"X"GUB (2)LAYERS OF 5W TYPE"X"GUS SEE DETAIL sb OVER RESILIENT CHANNEL R-11 ROCK WOOL OVER 2x4 STUDS•16"O.C. OVER 2x4 STUDS 0 16"O.C. 1 HOUR (2)LAYERS 5/8"GM TYPE X GA FILE NO.CM 1450 GENERIC FIRE (U LAYER OF 5/8"TYPE"X"GWB (D LAYER OF 5/8"TYPE"X"GM 2-HOUR FIRE ASSEMBLY EA 51DE EA SIDE(I-HOUR REQ'D) OVER 2x4 STUDS a 16"OL. 2x4 00110M PLATE,TYP. SEE DETAIL•1 j GYPSUM WALLBOARD,STEEL COLUMN COVER OVER 2x4 STUDS a 16"OL. 3 (I-HOUR REQ'D) (2)2x4 S7U05•14"OL. Base layer 1/2"type X gypsum wallboard applied around T64x4x0.188 tube steel RESILIENT CHANNEL 1 Ili'GYPCRETE column and,held In place with paper masking tape.Second layer 1/2"type X TJI FLOOR JOISTS 4 I-SIDE FULL HEIGHT I-HOUR 6 w/R-II FIBERGLASS BAttS gypsum walboard applied around column end held in place with paper masking TJI FLOOR J015T9 tape.Face layer either 24 go.galvenlzea steel column cover consisting of two L- PER PLAN,TYP. MIN.STRUCTURAL CT FLOOR SHEATHING pad sections with k sheet steel t or PER PLAN TYP. ASSEMBLY DETAIL shaped ng of two sal tin 22 ga.galvanized steel SEE 51RIlC1URAL O column covers consisting of two L-shaped sections with lap joints fastened with at. NK28 NOTE: No 8x112"sheet metal screws 12"o.c. ALL ELECtRICAL BOXES IN FIRE PARTITION WALL SCALE: 1 1/2"=1�—F/" Horizontal joints staggered 24"between layers. SHALL BE ELECTRICAL SURFACE MOUNTED w/FIRE-RATED CAULK Fire Test: UL NC505-(1-6)71 39, nnon 2.23-75: UL NC505,77NK1518: UL Design X526 I-HOUR FLOOR ASSEMBLY 5/8"TYPE"C"GM OVER PER I.BL.111,TYR, RESILIENT CHANNEL s CL'Cr. SEE DELL 6/SHEET A60 GA FILE NO.WP 3230 1 HOUR 59jo+54 STC 2x4 DBL TOP PLATE.ttP. _- FIRE SOUND 1—HOUR COLUMN 9 5 3 5 1x4 BOTTOM PLATE,TYP. G GLASS FIBER NSULATION,IENT WOOD STUDS CHANNELS, 6RealisticO N.T.S. I Ili'GYPLRETE channels 24'e p attached e , angles to ONE SIDE of 2 x 4 wood duds 5 16 o c w th 6tl coated nails,t'/e"long 0,086 Shank /n"heads /e x 3"gypsum n wallboartl I'ller sir ps attached to plate at floor line with 6d nails One layer"/e"type X NON-RATED MIN.3/4 T4G FLOOR SHEATHWG gypaumveneer pp pare ype h gypsum w.wA6'' . basso led parallel ta—di.t.chahl°T S At.SUSPENDED SEE STRUCTURAL drywaX screw"6 o,el hoc,stapled to to and 12 0. et acermedlet channels.l � CEILING ......::... ..::... ... ,.:.. - ......... ....,.., .,_...:::. . � ,.. .: . ...:..:..., .,. sloes r bar Insulation,0.8 poi maples ro ewda n"ma apace. SIDE FIRE OPPOSITE SIDE:One le / t Thickness: 9 ,I I L on NOTE: GLB applied space.righ(LOADs to 6 studs ype X gypsum wallboartl or gypsum veneer base gpprox.W"IgM:]pal wllh 6d nails 8"o.c. Fiore Test: OSU T-3127,10-4.65 c PENETRATIONS OUFIRE BARRIERS tPARTITIONS Endointsstaggered 4W on opposite sides.Sound tested With T/,"glass floor Insulation Sund Test: RALTL77-138,5.5-77 3 70 MEET 18L.1N G) F ce ? RESILIENT C4ANWL I-SIDE FULL HEIGHT TYR.FULL HEIGHT 4 NON-RATED 7 STEEL COLUMN O 1-HOUR WALL o EACH WALL TYP„2x4 BLK'G OVER A.T.SUSPENDED IT P.T.2x4 SILL PLATE w/AS.PER PLAN CEILING N.T.S. g4 CONC. SEE FOUNDATION PLAN FOR AS. PERPGEOI-TE REPORT ED STRUCTURAL FILL i SLAB ON GRADE SIZE 4 SPACING REQUIREMENTS O 1-H R CEILING DETAIL rn n ° 8 N.T.S. :. ° n,} r - 0° 41 111 11 I III 7 III I1 I— �1 SEE STRUCTURAL DU W. III 11 f III 7� a 1111 I 11 4 SOILS REPORT1 I I 1 N I-III III-III I Ill III -I III III-III III III III-III III-I -III-III-J III - I T-1 - I-J i_ -III-1 I-III-1 f I I I I-I 11-1 17I 11-1 I - 8 MIL.VISQUEEN,TYP. 1=I I I 1111�11 111111 I I-9 IIII 11I1_1 i 111 I IEEI 1 I-11 I I N — — — — tHIGKENED SLAB PER S1pJCt FLOOR-CEILING SYSTEMS,WOOD FRAMED ui 3 STAIR SURE GA FILE NO.FC 6011 PROPRIETARY" 1 HOUR 60 to 64 STC COR A L UNIT PARTY WALL FIRE SOUND Opp - rd / Nara 111" XGC 5012050 O 1-HOUR FIRE BARRIER O 1-HOUR REa D FIRE PARTITION WOOD ENT CH, NELS STRUCTURAL PANELS,GYPSUMILOOSULATING, o � n RESILIENT CHANNELS,GLASS FIBER BATT OR LOOSE FILL INSULATION, fslmdrRs 52 FIIf 1801991736.4 ed SCALE: 3 4"=1'-0° L SCALE: 3 4"=V-0" GYPSUM WALLBOARD - evu all V-ryl 53 FIT( 1801 99 17 3a.3 U71 / / 5/8, 1" IC(ESRa2540 Base layer 12"proprietary type%gypsum wallboard4"Pit, or gypsum veneer base (16.4 VS..) 11111"I'll ,6 R•II RIGID INSUL. applied at right angles t0 resilient Channels 24"O.c, 18"o.c.When insulation is (udbmd Vlrryl 53 FIiC NG[7011109 g 9 ( 81 ER A84/101 e used)with 1°Type 5 continuous sorewe 1 n at Gypsum board end"tots locetd None 6157( XG(5012072 midway between continuous channel"and attached with sorewe 8 to additional AmmliMOIN TIP Iwury Wq Plonk STC XGC7072145'. ._ cranes of channel long located 3 back on either side of end joint Res eat i 1* ,,;{ 4 y channels applied att fight angles to minimum 90"deep woodc spaced Approx Ceiling Weight: 3 psf 58SIf ll96430 maximum of 19"O.C.with 1-1/4"Type 3 drywall screws.Face e layer 1/2"" Fire Test: UL R1319,05NK04589, None Use Pod proprietary type X gypsum wallboard or gypsum veneer base applied at right 2-4-05;UL R1319, 7011( 35M 2 LAYERS 5/8"G B.TYPE X a slcretwar a"I resilient channels etnthes buU/eointalocatetl all scrami mid-eAen Bbetwean and the/re resilient 05NK09498,3-31-05; Mom 57A51C 35099 WRAPPED A5 UL Design L570 3/4" fseusiadlPR (uam6 ids 49 FIT[ 35a9'1 channels.Glass fiber Insulation secured to subfloor or loose fill insulation applied Y1/2" vas vm — directly over gypsum board.Wood I joists supporting 19/32 wood structural Sound Teat: RAIL OT03.05,4-22-03; I19.0 r"IPled 47 Hi( 39yk t570 panel d at ht s to tion dhea 89 w J PI P � ring shanks Pallsp12""o.d.Mnimm10/2'propriet with ry gypsum floor topping a and ppled TIC&Test: RALOTe03,0916-18-03 22ws1/2 Nora 53 FSI( 2711I. -1 1502 1/2 4 - __,. STC raid with I joists spaced 24 o.c.,3-112 glass fiber insulation in joist spaces. - - n - Qr over subfloor. Y) /8• ^^ kasfiNmU Ile 53 FNC DII-1 I[f ESR A21141 Vigl Plwk 32 FN( 17-II-2 IQER#2540 .... ....,.. .. 3/4'proprletar RAL 0T03-06,42203, 16 mm1 I((ESRe2540 -' - Y gypsum Door lopping Douretl over 1/4 proprietry sound (62 engineered wood 60 FSt( 180a6 wN4D0050694 reduction mat and with finish flooding of sheet vinyl,engineered wood laminate, esmmslfi the Ut ER48/701 O O FIRE CAULK NOT REQ'D and ce ormo tile.(STC 84 when sheet vinyl or engineered wood laminat is laminate)RAL OT03.08, i• Sf HI[ 44063 UNPENETR.ATED applied to floor;STC 66 when tested with ceramic the applied to floor.) 4-29-03 (25 sod 57 BIT 40,30 (U LAYER 5/8"GWB TYPE G FOR THESE PENETRATIONS ie Ili"G.W.B. FLOOR SYSTEM (54 ceramic tile) 61lmwok 1h sa Hh 480tr1 f OVER RESILIENT CHANNEL PROPRIETARY GYPSUM COMPONENTS RAL OTD3-10,6-18-03 c Px6 PER DETAIL K- s9 Esn 480M (U LAYER 5/8"CAB TYPE C 11w 4emaeml3 die 5aR¢ +saw OVER RESILIENT CHANNEL United States Gypsum Company.........1l2°SHEETROCK®Brand GypsumFIRECODESC 3o,. Core Gypsum Panels enrllanuh:rmsPides,d M,gl seesso.daitne owwErospctousi Mese RMT ldisemdkestleo kM 3500edaemeamdmaf fin m-ywmglakmXmremb.bars meroaedXMimaonaa LEVELROCK®Band Floor UntlenaymeM rnaef lR'e NOIda.FamlWnaea,mHnRIM16Msyslemwdwlle AanRMyx-mMl,mnbdyaa Momo RploMRemsmMMmINw 35b1881. O HORIZ. CHASE DETAIL O ALT. HORIZ. CHASE DETAIL A SCALE: 1 1/2"=V-0" B SCALE: 1 1/2"=1'-0" NOTIEt N05TORAGEIBALLOWED IN THE Plan Review I-HNo RALKWAYB,ORUND94 O 1-HOUR FLOOR/ CEILING THE INTERIOR STAIRWAYS N.T.S. By SA F E B U f 0 LD 3 nit issue: 08-05-18 title: sheet no. GLENN C WELLS , A.I .A. 3609 RECIH C date: 10-17-17 DETAILS drawn: R.C.T. 6.0 n 324 WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 — — GLENN C.WELLS _ _ EMORY LOFTS A (360) 352-4553 ATE OF WASHINGTON checked: G.C.W. _ 18 ARCHITECT 104 S. OLYMPIC AVE. ARLINGTON, WASHINGTON 98223 E 8 3 1/2,CDX — BUILDING PAPER LAP OVER r _ BUILDING PAPER FLASHING LAP OVER FLASHING SIDING SEALANT FORTI-FLASHING Z-FLASHING SIDING 4"BRICK VENEER 5/e"C{ TYPE X LAP BLDG PAPER WEEP HOLES 5/41RIM 5/8"GW3 OVER FLASHING P.T.2x6 PLATE INSUL.BEAM(TYPJ 6 STL.LINTEL FLASHING INSUL.BEAM(TYP.1 wv� I SIDEWALK MIN U-VALUE•29 BELLY BAND HEAD FLASHING TUCK `- VINYL INSULATED FLASHING-LAP UNDER BLDG PAPER GLAZING(TYP.) OVER FOR7I-FLASHUYs PROVIDE DRIP EDGE ( OWNERS OPTION:USE INSULATED GLAZING STOREFRONT WINDOWS LAP BLDG PAPER 6"CP1W.VENEER BACKER ROD WEEP HOLES OVER FLASHING 4"TIGHT-LINE ON S'I'EafET FRONTAGE 1 SEALANT FLASHING FROM DOWNSPOUTS 24" BACKER CONNECT TO STOW SYSTEM COMP8 MIL ACTED EN SILICONE SEALANT I-HR FLOOR/CEILING SILICONE SEALANT FILTER FABRIC JL STRUCTURAL D WINDOW HEAD MASONRY SILL Si 5/B"G TYPE X CLEAN DRAIN 6HED :e FR-10ILL O W INSUL. WOOD SILL BRICK VENEER ROCK SCALE: 3"=1'—O" IR"FLAMEBLOCK 4"PERF FOOTING DRAIN I CONNECT STOW SYSTEM FORTI-FLASHING-TYP AROUND f (TYP.AROUND PERIMETER MIN.U-VALUE=29 PERIMETER OF WINDOW OF BUILDING) VINYL INSULATED GLAZING(TYP) LAY OVER BUILDING PAPER "„v/'~'`� 1—HOUR 1—HOUR a BOTTOM ISIDES 2x6biUDb O WALL DETAIL O WALL DETAIL !' WOOD ILL r e I6"O.G.w/ C BACKER ER ROD j V AIR GAP R-21 BATT INSUL. SCALE: 1"=1'-0" J SCALE: 1"=1'—O" SEALANT FORTI-FLASH OVER WINDOW NAIL FLANGE-TYP.AROUND BUILDING PAPER PERIMETER OF WINDOW 5/6"CAB TYPE X 5/4 TRIM 'I I/2"FLAMEBLOCK I/!"CDX 2x6 STUDS.16"D.C.w/ BRICK VENEER R-21 BATT INSUL. 1—HOUR WINDOW FLANGEANGE BUILDING PAPER LAP .,�� ' OWINDOW DETAIL SCALE: 3"=1'-0°SIDING Plan Review N• /""- g/gx s I By SAFEBuilt j' R-38 RIGID INSUL. 7 1/4"/FT.SLOPE 3/4"TIG PLYWOOD TPO ROOFING TPO ROOFING A I/4"/Ft.SLOPE OVER 12"J01975 -RUN OVER GUTTER —y - TOPS PLATE NON-RATED CEILING _ e, �0 INSULATE EXT. I OWINDOW SILL ° RESIDENTIAL UNITS � ( ) a 4 4 HALLWAY PER 1111223 EXCEPTION EPTION 2 Sr A . SCALE: 3"=1'-0" o I i/!"GYPCRETE OVER _ 3/4'TIG PLYWOOD 12" a E a NON-RATED WALL GLUED AND NAILED co PER 11123 EXCEPTION 2 3RD FF. m BUILDING PAPER x24ID' n Y7,i f inprv. -°7.vilt" 'AIM 1n4rGT sr,:I -T ti:7 ;"� :`Vn nl Nr;`�fl,•A�I:rri".r-r: >;f�l„ .iG- 4 n (i'I^^a 9 ' v - °' FORTA-FLASHING 0 9 PLYWOOD Tn r°S 5 I HOUR FLOOR/CEILING .0 ASSEMBLY a CLR FLASHING s 2 o i R-2 NON-RATED WALL ^! _ RESIDENTIAL UNITS HALLWAY PER 11123 EXCEPTION 2 -L II" C'�l TRIM I I/1"GYPCRETE OVER \\ "L NON-RATED WALL 3/4"TIG PLYWOOD \ Z 'e 0 SEALANT 7 PER 11123 EXCEPTION 2 GLUED AND NAILED 4 \\\Z ub IL ht..l y s,.A,.,--' h S„ '..ci J9�' J I/ ., ,t .Rf L t,A.w.u...E.. al 'rd, +.,4 t,i;p .:. a?.!„ll.1 !'ll�',.rY is,:..}"•.9 E 14ID' ® v _ G FLASHING DETAIL p SCALE: 6"=1'—O" 0 9 N s a I a 2 w/R21BATT INSUL. 1� 8 I p A6.2 a LJ I-HOUR AT.SUS'.CEILING [cussrwsuutwx EXTERIOR LOAD-BEARING WALL- 1 Y UL DESIGN NO.V311 OFF I G 3 9 2x6 STUDS•*1 D.C.\ O (FLAMEBLOCK PLUS I HOUR WALL-FIRE-RATED FROM BOTH SIDES) w/R-21 BATT INSUL r ,°E •Commonlyused'nTypeVload bealg t I-HOUR RATED COLUMN 'or walls property ® \\ x uaimiele`°`uumwl Ime,incmdng single-family constructon 1-HRWALL I-NRWALL ;- •Reduces dead load and wall thickness versus common alternatives (BEARING WALLS ONLY) NOTE: (BEARING WALLS ONLY) \ ALL WOOD ADJACENT TO SOIL OR sill.. •Reduces labor costs and constructontme• ej \1, CGNCRE7E TO BE PRE89URE TREATED t ,�" •Provides beaer subscrare for securely fastening-arlor facing A .1 9 -Arrow:tank sn,«o,sreeland 5bercememexred«racm9s IS7 FF. \ 1°ORQY �`.•," •Exposure l classtfic,n om mthstands normal exposure to moisture - R%�'1 dui ng constructon R-10 RIGID INSULATION 4"SLAB ON GRADE OVER 8 MIL VISQUEEN ' N 6"COMPACTED(SOX)STRUCTURAL FILL g UL' RE LP FLAMEBLOCK AROUNDPERIMEIER A BUILDING SECTION SEE STRUCTURAL 4SOILSPORT 5 B BUILDING SEC ON t? $ ®1-HOUR EXTERIOR WALL O SCALE: 1/4"=1'-0" O SCALE: 1/4"=Y-0° r 3809 RE C date: 10 -17-17 GLENN C WELLS , A. I .A. CH R.C.T. G SECTION & DETAILS cit issue: 705-18 title: sheet no. BUILDING L, drawn: EMORY LOFTS A6.1 324 WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 - - ATELOFWASHNGTON checked: G.C.W. - - ARCHITECT (360) 352-4553 -n-lu 104 S. OLYMPIC AVE. ARLINGTON, WASHINGTON 98223 E tg 3 R-11 SOUND BATTS FLOOR/RO OF SHEATHING FLOOR/ROOF SHEATHING 1/2" 1112" 11/21, 7 SEISMIC CLIP BRACE WALL TO STRJCT 8'-0"OC.AND DOORS A.T.61USP.� 4T,6USP. CEILING CEILING 2"CEILING GRID ANGLE CARPET T OF PLATE 5/8"GUS EACH SIDE 5/8"GM EACH SIDE 3/4"T4G PLYWOOD NON-RATED ROOF/CCE1111 11" CONTRASTING COLOR WALL 0 NOSING PER ICC A111.1-20M 504BI ,,,7'K 4TVj PLYWOOD NON-BEARING 2X4 6=5 0 16"O.C. 2x4 STUDS 0 16"O.C. DEIL 24 R-11 SOUND BATTS R-11 SOUND BATTS --z=2X4 P.T.PLATE 2x4 P.T.PLATE RESIDENTIAL ANCHORED TO CONCRETE SLAB w/ ANCHORED To CONCRETE SLAB 24 STRINGER PLYWOOD RISER STRIN GER UNITS 0.145"OIA.PINS-24'O.C. 0.145"DIA PINS-241 CC, •121,or- TREAD NOSING TYPICAL FULL HEIGHT OTE: L NON-RATED WALL NO DEMISING WAILLJgJAIL OTYPICAL WAWP9,TAIL OINTERIOR STAIR DETAIL 3.S'MAX OPENING SCALE: 3/4"=1'-0" YSEE SHEET ALI 4 A13 FOR LOC SCALE: 3/4"=1'-0" YSEE SHEET AU 4 A13 FOR LOC SCALE: 1"=l'-0" NOTE: EXTEND TOP 1 BOTTOM RAIL 12"BEYOND DO OF STAIR(TYPICAL) Z, 3RD FF. TYPICAL STAIR RAILING -240' 2xr2 PLATES O SCALE: 1"=l'-0" STANDING SEAM 2x8 WALL COPING w/DRIP SLOPE I-HOUR FLOOR/ EDGES TPO ROOFING -RUN UP PARAPET TPO ROOFING 4 OVER TOP 4 LAP 3/4'T4G PLYWOOD LAP OVER GUTTER FLANGE OVER EDGE OVER 12"JOISTS Tn CANT STOP(TYP) WOOD BLOCKING 1/4"/Ft. R-38 RIGID INSUL. 1/4"1 FT. SE-O—PE SLOPE 2 STANDING SEAM A6.1 COPING w/DRIP SLOPE EDGES RESIDENTIAL UNIT, TS NON-RATED WALL WD FRAMING TPO ROOFING -RUN UP PARAPET 4 OVER TOP 4 LAP OVER EDGE EIFS FINISH 4 STUCCO it OVER STUCCO FINISH "I HARDIE 50AW OR STUCCO I"STUCCO SEALANT OWNER'S CHOICE 7*7 2ND PP. TRIM z In,,C+D)< 7'FLASHING m/DRIP EDGE in"CDx HARDIE SOFFIT R CONT.BLDG PAPER TRIM R-38 RIGID IN8UL. SIDING Cx&DENTAL EFS ELEMENT 3/ 4G YWOOD 1/21,CDX 121 O.C.OVER R 12"JOISTS CONT.BLDG PAPER SUS STUCCO SUSPENDED "L I-HOUR AT. E,j FLASHING CEILING 114"1 TOP SLOPEO ROOF SECTIONO ROOF SECTION W, : 1 1/2"=l'-O' SCALE: 1 1/2"=V-0" 3 SCALE Glus. ,6 A6.1 PLYWOOD BRACE 16 UNITS L ,6 OFFICE/RETAIL BOTTOM ,b SIDING SOUND WALL NOTE: •INSTALL RESILIENT CHANNELS(USE RC DELUXE OR CEMCO) RESILIENT CHANNEL INSTALL w/CONNECT LEAVE 1/4"GAP TOP AND BOTTOM FOR CAULKING CHANNEL w/SCREW HOLE*BOTTOM TYPICAL CLAY PUTTY PADS AROUND OUTLETS EXCEPT*BOTTOM PLATE WHICH 18 REVERSED 1 CDx E- 1/2 1/4 GAP TOP AND BOTTOM FOR CAULKING CONT.BLDG PAPER I-HOUR WALL— 11'r- 41- 1.1 Ma]22222L ON Plan Review O ROOF SECTION By SAF'1-.3u;'" SCALE: 1 1/2"=V-0" OWALL E 10 SCALE: 1 SCALE: 1/2"=1'-0" date: 10-17-17 city issue: 06-05-18 title: sheet no. GLENN C WELLS , A. I .A. 3809 drawn: R.C.T. BUILDING SECTION & DETAILS 324 WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 GIL NN C.WELLevisionso U7—ZU—ItS A6.2 EMORY LOFTS TE F WA HING checked: G.C.W.GCW ly-liz-1t) ARCHITECT (360) 352-4553 104 S. OLYMPIC AVE. ARLINGTON, WASHINGTON 98223 DOWNSPOUT .2 TPO ROOFING R-30 R*311)INSUL. TPO ROOFING RUN OVER GUTTER 1/4" FT.SLOPE 2'GAP 7 all 1401ST A . BEAM 3/4"T4G PLYWOOD OVER 12"JOISTS 11/2"GYPCRETE OVER 3/4"T4G PLYWOOD GLUED AND NAILED 2X6 STUDS•161,O.C. W/R-21 BATT INSUL. TPO wi o R-38 RIGID INSUL. _q gz V TPO ROOFING 11/2"GYPCRETE OVER •RUN OVER GUTTER 1/4' FT.SLOPE 3/4"T4G PLYWOOD GLUED AND NAILED R-21 BATT INSULATION 7 (TYPICAL) AWNING R A I-HR ELEV-\,- 6.2 SHAFT -14R WALL .Q (BEARING WALLS ONLY) 2, ,6 1/4" FT.SLOPE ------------ exx - o WATERPROOF MEMBRANE TYP.AROUND PERIMETER CLEAN WASHED DRAIN ROOK FILTER FABRIC 4"FEW PIPE C04ecT TO STOW SYSTEM SEE STRUCTURAL DRAWINGS OBUILDING SECTION SCALE: 1/4"=1'-0" By SAF,-3u� U date: 10-17-17 city issue: o6-05-18 title: sheet no. 3809 GLENN C WELLS , A. I .A. drawn: R.C.T. BUILDING SECTION 324 WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 GLENN C.WELLS revisionso -40-18 EMORY LOFTS A6.3 ATE OF WASHINGTON checked: G.C.W. T J2 ARCHITECT (360) 352-4553 104 S. OLYMPIC AVE. 1 ARLINGTON, WASHINGTON 98223 E TILE WAINSCOT TYP. TILE WAINSCOT TYP. TILE WAINSCOT TYP. TILE WAINSCOT TYP. 54"MIN AROUND PERIMETER OF AROUND PERIMETER OF 54"MM. 54"MIN. AROUND PERIMETER OF 54"MM. AROUND PERIMETER OF 12" 42"MIN. RESTROOM(ALL WALLS) RESTROOM(ALL WALLS) 42"MIN, 12" 42"MIN. 12" RESTROOM(ALL WALLS) 12" 42'MIN RESTROOM(ALL WALLS) MIN.4'ABOVE FLOOR. MIN,4'At A> MIN.4'ABOVE FLOOR SOAP DISPENSER MIN.4'ABOVE FLOOR P.T.DISPENSER P.T.DISPENSER L424 ISPENSER 24"x36"S.S.MI 4"x36"S.S.MIRROR 24"x36"S.S.MIRROR 6"S.S.MIRROR 39"-41" 36"MIN. 36"MIN. 39"-41" 39"-41" 36'MIN. 36"MIN. 39"-41" SOAP DISPENSER T-O" 12" 12" Y•0" SOAP DISPENSER 12" 2'•0" P.T.DISPENSER 2'-0" 12„ DISPENSER 3 lM?LEVER HANDLE MIN MI MI MIN LEVER HANDLE � �Z IN MM b,LEVER HANDLE MM M � VER HANDLE FAUCET FAUCET L -E FAUCET T � s 24"MM. 14"MIN, 24"MIN. IS" WRAP PIPES M IS" 24"MIN. UIRAP PIPES IN ��, IS" WRAP PIPES M ��. ��. WRAP PUBES M 42"MAX. TILE RIGID INSUL.TO TILE TILE RIGID INSUL.TO TILE 42"MAX. 42"MAX. TILE RIGID MSUL.TO TILE 42"MAX LE RIGID NSUL,TO PREVENT BIAS PREVENT BURNS PREVENT BURNS PREVENT BURNS A B C A B C A B A B C O1 RESTROOM ELEVATIONS O RESTROOM ELEVATIONS O RESTROOM ELEVATIONS O RESTROOM ELEVATIONS SCALE: 1/4"=V-0" 2 SCALE: 1/4"=V-0" 3 SCALE: 1/4"=V-0" 4 SCALE: 1/4"=V-0" II II 2 1 DOOR SCHEDULE DOOR DOORS FRAME DOOR KICK REMARKS E- NO. WIDTH HEIGHT THICKNESS TYPE MAT FIN MAT FIN HDW TYPE PLATE 7- - 1 S-0" 7'-0" 1 3 4 A ALUM C ANOD ALUM C ANOD 1 2 3'-0" 7'-0" 1 3 4" B SC S HM P 2 XENECK` :.ALEVER m) '° AD R GOOSENECK m) v 06ENECK LEVER 3'3 -0" 7'-0" 1 3 4" B SC S HM P 3 ADA4 S-0" T-0" 1 3 4" B SC S HM P 4 5 3'-0" a" 'v K 6 S-0" T 0" 1 3 4" E HM P HM P 1 i i r i r u i i 7 3'-0" 6'-8" 1 3 4" A FG P WD S 6 1-HR FIRE RATED DOOR 8 S-0" 6'-8" 1 3/4" A SC S WD S 7 20 MIN. RATED DOOR 36" PREFORMED RIGID INSUL. -w PREFORMED RIGID INSUL, PREFORMED RIGID INSUL.YARA 36" 9 S-0" 7'-0" 1 3 4" PG HM P HM P 8 MRL ON PIPES TO PREVENT BURNS MIN. ON PIPES TO PREVENT BURNS ON PIPES TO PREVENT BURNSIN. 18 S-0" 7'-0" 1 3 4" HM P HM P 1 A FALSE BASE FOR A F'� BASE FOR FALSE BASE FOR 11 3'-0" 7'-0" t 3 4" SC S HM P 7 i-HR FIRE RATED DOOR ADA ACCESS ADA ACCESS ADA ACCESS 12 PR S-0" 7'-0" 1 3 4" ALUM CLR ANOD ALUM CLR ANOD 9 13 3'-0" 7'-0" 1 3 4" HM P HM P 1 O CABINET ELEVATION O CABINET ELEVATION OCABINET ELEVATION 14 S-6" 7'-0" 1 3 4" HM P HM P i 15 3'-6" 7'-0" t 3/4" HM P HM P 70 1-HR FIRE RATED DOOR 5 SCALE: 1/4"=V-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" 16 3'-0" 7'-0" 1 3 4" HM P HM P 10 1-HR FIRE RATED DOOR 173'-0" 7'-0" 1 3 4" HM P HM P 11 18 3'-0" 7'-0" 1 3 4" POCKET DOOR w HEAVY DUTY HARDWARE n CLR ANOD= CLEAR ANODIZED 9'-2 I/1" 14'-I IR" II'-9" 24'-5" 2" 2" 11/2, (3)EQUAL •6 Id" '•0" (2)EQUAL 2" 2" (3)EQUAL (3)EQUAL 6'•0" (3)EQUAL HARDWARE TYPE 1 THRESHOLD, 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w LOCK, CLOSER, WEATHER SEAL, STOP, PANIC HARDWARE AS NOTED. Z ti m �� IGL «m IGL IGL IGL IGL r a r IGL IGL IGL IGL IGL IGL IGL IGL IGL 2 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET, STOP 3 - - 3 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w PRIVACY LOCK, STOP u 4 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w PUSH BUTTON OFFICE LOCK, STOP 5 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w STORE LOCK, STOP e 4 a p Q 6 1 1/2 PAIR HINGES, LEVER LATCH SET, CLOSER, SMOKE SEAL, STOP o v IGL IGL IGL TIGL TIGL IGL IGL IGL IGL IGL IGL TIGL TIGL IGL IGL 7 1 1 2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w LOCK, CLOSER, SMOKE SEAL, STOP a TIGL s TIGL TIGL TILL 8 THRESHOLD, t 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w LOCK, PANIC HARDWARE, CLOSER, WEATHER SEAL, STOP -BEARING HINGES, SET w/ ANIC HARDWARE, 9 THRESHOLD, 3 PAIR BALL cr B TIGL TKaL TIGL rya TIGL TIGL TIGL r 0 TIGL TKaL TIGL TIGL TIGL TIGL TIGL iKrL TIGL 10 1 OS , WEATHER SEAL, S HINGES, LEVER LATCH RSET TwH STORE LOCK, CLOSER, SMOKE SEAL, STOP ^' ❑K © ❑M ❑N © Jl 11 1 1/2 PAIR BALL-BEARING HINGES, LEVER LATCH SET w CLASSROOM LOCK, STOP MIN.U-VALUE 038 CLOSURE NOTES: FOR STOREFRONT GLAZING TYP 1. THRESHOLDS TO BE 1/2"BEVELED EDGE MAX, PROVIDE SWEEPS 0 ALL THRESHOLDS STOREFRONT TYPES 2. ALL CLOSERS TO HAVE SILENCERS, 5#'s MAX INTERIOR 3. THE ACTUATING PORTION OF RELEASING DEVICE SHALL EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH SCALE: 1/4"=V-0" 4. THE MAXIMUM UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS. W-0" 3'•0" 65 9F.CLEAR 1'-0" SAFETY GLAZING SAFETY GLAZING 2„ 2„ y„ y„ 2„ 2- 7° y' +( PASS HUMAN IMPACT PASS FNAMAN IMP T 36" H 36" 3m" l— 36 3,_m„ OPENING 6,.m„ ( 4,.m" 4'_0„ PEST 061408.1 TEST 062408.1 % —�j" IGL IGL IGL - 1. " "6" 6" 24' 66 2d" b" IGL 4 6 G a IGL IGL _z_ 6 IGL IGL 9 IGL O IGL 9 IGL IGL 9 IGL IGL 9 IGL IGL 9 GLLIM'o IGL IGL IGL N TIGL TIGL O 9 9 0 6 0 3 9 a a a CASEMENT oI SLIDER o SLIDER a a 9 - e TIGL TIGL L Q A❑ © © ❑D E❑ Q ❑� A B C D E F G 5 VINYL U•VALUE.019 WINDOW SCHEDULE DOOR TYPES PIaSCAFE uil SCALE: 1/4"=V-0" - SCALE: 1/4"=V-0" ��JAFEBI,�91+, N c� 3 cit issue: 06-05-18 title: sheet no. GLENN C WELLS , A. I .A. 38aI RECIH G date: 10-17-17 drawn: R.C.T. — INTERIOR ELEVATIONS 324 WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 GLENN C.WELL3 - - EMORY LOFTS A7.0 p ATE OF WASHINGTON checked: G.C.W. - - ARCHITECT (360) 352-4553 - - 104 S. OLYMPIC AVE. 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GLENN C WELLS , A. I .A. IN EC date: 10R.C.T. 3889 REGIS drawn: R.C.T. PLUMBING RISER 324 WEST BAY DRIVE SUITE 102 OLYMPIA, WA 98502 - - GLENN G.WELLS _ - EMORY LOFTS 360 352-4553 ATE OF WASHINGTON checked: G.C.W. - - Q 10 ARCHITECT ) 104 S. OLYMPIC AVE. E ARLINGTON, WASHINGTON 98223 E. 'u 3 ACOFFMAN GENERAL LEGEND AIR DISTRIBUTION LEGEND PIPING LEGEND DRAWING INDEX AM N G I N E E A S SYMBOL DESCRIPTION SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION SHEEP NUMBER DESCRIPTION 1997 Park Lane e DETAIL SYMBOL: A = IDENTIFYING NUMBER a i8x12 r C C CONDENSATE MO.1 LEGENDS,ABBREVIATIONS,&GENERAL NOTES Burlington,WA 98223 FIRST S B B = SHEET WHERE DETAIL IS SHOWN >•� 18x12 DUCT SIZIZE LISTED IS SIDE SHOWN E IN INCHES RL RL LIQUID LINE-REFRIGERANT M0.2 MECHANICAL SPECIFICATIONS ph 360.707.5656 RS IRS SUCTION LINE-REFRIGERANT MO.3 MECHANICAL SCHEDULES coffman.com DETAIL SYMBOL: A = IDENTIFYING NUMBER ry onanlPs A } ACOUSTIC LINED DUCT CAP PIPE END CAP LASTING rvi rasa I re ita Iau B C B = SHEEP WHERE DETAIL IS TAKEN M7.0 FIRST FLOOR MECHANICAL PLAN crea C = SHEET WHERE DETAIL IS SHOWN D PIPE TURNING DOWN OR AWAY MIA FIRE FLOOR ENLARGED MECHANICAL PLAN-SOUTH R - 0 PIPE TURNING UP OR TOWARD R DUCT OFFSET(UP)IN DIRECTION OF ARROW _ M1.2 FIRE FLOOR ENLARGED MECHANICAL PLAN-NORTH A SECTION SYMBOL• A = IDENTIFYING LETTER (NOT TYPICALLY SHOWN) .. PIPE TURNING DOWN OR AWAY(TEE) B B = SHEET WHERE SECTION IS SHOWN �, REDUCER(NOT TYPICALLY SHOWN) M2.0 SECOND FLOOR MECHANICAL PLAN S-I D I-i D DUCT OFFSET TYPICAL(ON)LY IN DIRECTION OF ARROW PIPE CONNECTION M3.0 THIRD FLOOR&ROOF MECHANICAL PLAN SECTION SYMBOL: A = IDENTIFYING LETTER (NOM4.0 MECHANICAL UNIT PLANS Z A B = SHEET WHERE SECTION IS TAKEN 18.10 18x12 CHANGE OF DUCT SIZE M5.0 MECHANICAL DETAILS B C C = SHEET WHERE SECTION IS SHOWN t/1 Q N LLJ i 1800 J 1802 , CHANGE OF DUCT SIZE(TRIANGLE NOT ALWAYS SHOWN) V�J J > � SECTION CUT LINE INDICATOR �7 LL Q M GENERAL NOTES RECTANGULAR SUPPLY DUCT ELBOW TURNED UP O m a D KEYED REFERENCE NOTE OR SHEET NOTE !� 1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL MATERIALS AND LABOR NECESSARY TO CONSTRUCT COMPLETE AND OPERATIONAL SYSTEMS. Z 0 POINT OF CONNECTION(POC)SYMBOL 5--� RECTANGULAR SUPPLY DUCT ELBOW 2. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH AND INCORPORATING ALL SPECIFICATIONS /A J O TURNED DOWN OR AWAY SUBMITTED WITH PACKAGE. O )-- 3. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND CORRECT ANY FA -1 EQUIPMENT IDENTIFICATION(REFER TO SCHEDULES) �� RECTANGULAR RETURN/EXHAUST DUCT ELBOW TURNED UP 0 1 U) Z DISCREPANCIES BETWEEN EXISTING WORK SHOWN ON DRAWINGS AND ACTUAL CONDITIONS ON SITE,AS REQUIRED TO MEET ALL CODES AND REGULATIONS. Q O of RECTANGULAR RETURN/EXHAUST DUCT ELBOW 4. COORDINATION WITH ALL TRADES IS REQUIRED TO AVOID CONFLICTS AND DELAYS.NO W W r ABBREVIATIONS f-� TURNED DOWN OR AWAY ALLOWANCES WILL BE MADE FOR REWORK DUE TO POOR COORDINATION BETWEEN INVOLVED \//\ ABBR DESCRIPTION ABBR DESCRIPTION -D SMALL RECTANGULAR DUCT ELBOW TURNED DOWN OR AWAY 5. CONTRACTOR SHALL MAKE THE REQUIRED ARRANGEMENTS FOR TRANSPORTING ALL MECHANICAL ARV ABOVE L LENGTH EQUIPMENT INTO THE BUILDING AND TO ITS FINAL INSTALLATION LOCATION. AD ACCESS DOOR AT LEAVING AIR TEMPERATURE ROUND DUCT ELBOW TURNED UP 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING DIMENSIONS PRIOR TO AHU AIR HANDLING UNIT LBS POUNDS ORDERING MATERIALS AND INSTALLING EQUIPMENT.THE DRAWINGS REPRESENT THE GENERAL AL ACOUSTIC LINED LF LINEAR FOOT/FEET ARRANGEMENT OF MECHANICAL AND ELECTRICAL SYSTEMS AND OTHER WORK.CONTRACTOR AP ACCESS PANEL LVG LEAVING SHALL MAKE REASONABLE MODIFICATIONS TO LAYOUT AND COMPONENTS TO AVOID CONFLICTS APO AIR PRESSURE DROP LINT LEAVING WATER TEMPERATURE ROUND DUCT ELBOW TURNED DOWN OR AWAY WITH OTHER TRADES.SIGNIFICANT MODIFICATIONS TO LAYOUTS AND COMPONENTS SHALL BE Redsions ARCH ARCHITECT/ARCHITECTURAL REVIEWED AND APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION.SUCH MAX MAXIMUM BOO BACKDRAFT DAMPER MODIFICATIONS SHALL NOT BE GROUNDS FOR ADDITIONAL COMPENSATION TO CONTRACTOR. MBH 1000 BRITISH THERMAL BHP BRAKE HORSEPOWER BG BELOW GROUND UNITS PER HOUR S--I END OF DUCT WITH CAP 7. CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS WITH SUFFICIENT LEAD TIME TO PREVENT BETWEEN JOISTS MC MECHANICAL CONTRACTOR (UNLESS INDICATED OTHERWISE) DELAYING THE COMPLETION OF THE PROJECT.DELAYS IN DELIVERIES WILL NOT BE CONSIDERED BJ BE BTU BEITISH TWEE THERMAL UNIT MECH MECHANICAL JUSTIFIABLE CAUSE FOR SUBMISSION OF SUBSTITUTE MATERIALS. STUH BRITISH THERMAL UNITS PER HOUR MIN MANUFACTURER �y-7�I�����R������, MIN MINIMUM Irr')VVVV'A4 l�Wll181 FLEX FLEXIBLE DUCT MISC MISCELLANEOUS 8. CONTRACTOR SHALL GIVE 24 HOUR NOTICE,IN WRITING,TO THE BUILDING ADMINISTRATOR(OR CC COOLING COIL MID MOUNTED APPOINTED REPRESENTATIVE)AND RECEIVE WRITTEN APPROVAL FROM THE BUILDING - CD CEILING DIFFUSER MTG MOUNTING ADMINISTRATOR PRIOR TO SHUT DOWN OR DISRUPTION OF SERVICE TO ANY AREA.CONTRACTOR CFM CUBIC FEET PER MINUTE AD DUCT ACCESS DOOR SHALL ALSO COORDINATE EXACT LOCATION AND TIMING OF SYSTEM(S)SHUT DOWN POINTS WITH -------- - CG CEILING GRILLE N/A NOT APPLICABLE �� THE OWNER REPRESENTATIVE.CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE THE CLG CEILING N/C NORMALLY CLOSED DOWNTIME OR DISRUPTION OF ANY SYSTEMS. CO CLEANOUT N/O NORMALLY OPEN CONC CONCRETE NC NOISE CRITERIA 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE AND/OR SMOKE RATING OF ALL - CONN CONNECT or CONNECTION NIC NOT IN CONTRACT VO VOLUME DAMPER PENETRATIONS.FIRE STOP ALL PENETRATIONS THROUGH FIRE RATED WALLS,FLOORS,AND CONST CONSTRUCTION NIS NOT TO SCALE CEILINGS.ALL FIRE RATED PENETRATIONS SHALL BE TEMPORARILY FIRE STOPPED AT THE END - CONT CONTINUATION OF EACH WORK DAY AND PERMANENTLY FIRE STOPPED AT THE COMPLETION OF THE PROJECT. OA OUTSIDE AIR -' INDICATES SUPPLY AIR FLOW DIRECTION DB DECIBLE or DRY BULB O/C ON CENTER 10. COORDINATE ALL DIFFUSER/GRILLE INSTALLATIONS WITH ARCHITECTURAL REFLECTED CEILING DIA DIAMETER OD OUTSIDE DIAMETER - INDICATES RETURN or EXHAUST AIR FLOW DIRECTION PLAN. DIM DIMENSION OPNG OPENING ON DOWN 11. ALL NEW VOLUME DAMPERS INSTALLED SHALL BE FLAGGED WITH FLUORESCENT ORANGE -------- --------_-__- DPR DAMPER PD PRESSURE DROP ® CEILING SUPPLY DIFFUSER.REFER TO DIFFUSER AND SURVEYOR'S TAPE FOR IDENTIFICATION. DWG DRAWING PH or 0 PHASE GRILLE SCHEDULE FOR ADDITIONAL INFORMATION. E-100 EXHAUST AIR PLCS PLACES 12. SIZES OF DUCT RUNOUTS,FLEXIBLE DUCT CONNECTIONS,AND SPIN-IN TAPS SHALL BE EQUAL Registration NUMBER INDICATES CFM QUANTITY POC POINT OF CONNECTION TO DIFFUSER NECK SIZE.SEE PLANS. EA EACH PRV PRESSURE REDUCING VALVE CEILING GRILLE(RETURN,EXHAUST OR TRANSFER) H•G EAT ENTERING AIR TEMPERATURE PSI POUNDS PER SQUARE INCH REFER TO DIFFUSER AND GRILLE SCHEDULE FOR 13. ALL DUCTWORK SHALL BE SUPPORTED IN STRICT COMPLIANCE WITH SMACNA OR LOCALLY EC ELECTRICAL CONTRACTOR PSIG POUNDS PER SQUARE INCH GAGE ADDITIONAL INFORMATION. ACCEPTED CODE,WHICHEVER IS STRICTER. EF EXHAUST FAN R-100 RETURN AIR 14. ALL DUCTWORK SHALL BE FLANGED SHEET METAL UNLESS NOTED OTHERWISE.ALL DUCT SHALL EG EXHAUST GRILLE NUMBER INDICATES CFM QUANTITY GRILLE,REGISTER OR OPEN DUCT BE CONSTRUCTED PER LATEST VERSION OF SMACNA DUCT CONSTRUCTION STANDARDS INCLUDING ELEC ELECTRIC or ELECTRICAL ��- ~ (SUPPLY SHOWN) 1581 ELEV ELEVATION � RETURN AIR DUCT MIN THICKNESS. EP EMERGENCY POWER READ REQUIRED �rst� 15. INSULATION USED IN THIS PROJECT SHALL MEET CRITERIA PRESCRIBED BY LOCALLY ACCEPTED 4aw[, ESP EXTERNAL STATIC PRESSURE RG RETURN GRILLE EWT ENTERING WATER TEMPERATURE RPM REVOLUTIONS PER MINUTE CODES. -DATE SINE „/i/ii EXH EXHAUST EXST or(E) EXISTING i6. ALL DUCT/PIPE DIMENSIONS INDICATE INSIDE NET FREE AREA.ALL MITERED RECTANGULAR s-,00 SUPPLY AIR DUCT FITTING REQUIREMENTS ELBOWS SHALL HAVE TURNING VANES. NUMBER INDICATES CFM QUANTITY F FAHRENHEIT SA SUPPLY AIR THE FOLLOWING DUCT FITTINGS ARE CONSIDERED ACCEPTABLE.THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR OTHER FITTINGS PRIOR TO FABRICATION.ONLY FITTINGS WITH EQUAL OR 17. THERMOSTATS SHALL BE INSTALL AT 48"ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. Key Plan FA FACE AREA SF SUPPLY FAN LOWER PRESSURE DROP WILL BE CONSIDERED. FLR FLOOR SHT SHEET 18. DUCT SMOKE DETECTORS,AS SHOWN IN PLANS,TO PROVIDE AUTOMATIC SHUTDOWN IN FPM FEET PER MINUTE SIM SIMILAR FPS FEET PER SECOND SIR STATIC PRESSURE DUCT ELBOWS OFFSETS BRANCH DUCT TAKEOFFS ACCORDANCE WITH LOCALLY ACCEPTED CODES.DUCT SMOKE DETECTORS SHALL BE PROVIDED FT FOOT/FEET SQ SQUARE WITH WALL MOUNTED REMOTE TEST/ANNUNCIATOR STATION. FV FACE VELOCITY SQ Fi SQUARE FOOT/FEET NOTE: OFFSETS(TO AVOID OBSTRUCTIONS)ARE REQUIRED BUT W/MINIMUM PRESSURE DROP SS, T STAINLESS STEEL ARE NOT NECESSARILY SHOWN ON THE PLANS. 19. SEE PLANS FOR CONDENSATE DRAIN ROUTING.CONDENSATE DRAIN SHALL NOT BE ROUTED TO GA GAGE or GAUGE RECTANGULAR HARD SURFACES.ROUTE CONDENSATE DRAIN LINES TO STORM DRAINS,DRYWELL,OR GRASSY SSG SIDEWALL SUPPLY GRILLE GAL GALLON STD STANDARD W DUCT AREA AS INDICATED ON DRAWINGS,OR AS ALLOWED BY LOCAL AUTHORITY. GALV GALVANIZED Plan �i T'V I Em�J GPH GALLONS PER HOUR THK THICK �_ _ �OR 5' _�-CONICAL 20. MAINTAIN ALL MANUFACTURERS'RECOMMENDED SERVICE CLEARANCES FOR ALL EQUIPMENT. GPM GALLONS PER MINUTE R-i/2W MAX.15 By SA EBus8t TYP TYPICAL DUCTS W/AIR VELOCITY SPIN-IN 21. REFER TO ARCHITECTURAL SITE PLANS FOR LOCATION OF BUILDING. y H HEIGHT UBC UNIFORM BUILDING CODE UNDER 1,500 FPM ROUND DUCT HP HORSEPOWER UFC UNIFORM FIRE CODE R=WOK ONLY RUNOUf TO SINGLE ROUND 22. ALL CONTROLS CONDUIT AND WIRING INSTALLED BY CONTROLS CONTRACTOR.ALL CONTROLS - HTG HEATING UM UNDER DIFFUSER OR C UNIFORM MECHANICAL CODE DUCTS W/AIR VELOCITY RECTANGULAR GRILLE ONLY DEVICES TO BE SELECTED,INSTALLED,CONFIGURED AND TESTED BY THE CONTROLS HVAC HEATING,VENTILATION AND UPC UNIFORM PLUMBING CODE OVER 1,500 FPM AND 1,500 FPM CONTRACTOR TO ACHIEVE THE OPERATIONAL INTENT COMMUNICATED THROUGH THESE DRAWINGS. AIR CONDITIONING UG UNDERGROUND ALL DUCTS UPSTREAM OF CEI HIGHLY RECOMMENDS THE MECHANICAL CONTRACTOR HIRE A CONTROLS CONTRACTOR TO Sheet Title HZ HERTZ UH UNIT HEATER TERMINAL UNITS DETAIL,INSTALL,AND COMMISSION THE CONTROLS UNLESS THEY HAVE THEIR OWN IN HOUSE VD VOLUME DAMPER CONTROLS TECHNICIANS. LEGENDS VEL VELOCITY 45'OR 90' D 45' __ , TIE INVERT ELEVATION VFD VARIABLE FREQUENCY DRIVE RADIUS ELBOWS D ORE'THAN BUT F12T 23. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR STARTUP AND COMMISSIONING OF ALL ABBREVIATIONS, IN INCH or INCHES yTR VENT THRU ROOF 1 EQUIPMENT INCLUDING PREPARING STARTUP FORMS FOR ALL EQUIPMENT,BALANCING AND INSUL INSULATION 12"x12"ACCESS PANEL (/3W OK IF -ACCESS PANEL REPORT BY NEBB CERTIFIED BALANCER,FULL FUNCTIONAL TESTING OF EQUIPMENT TO CONFIRM INV INVERT IN WIDE ON BOTTOM OF DUCT UNDER 3,000 FPM) ALL COMPONENTS WORK AND THE SYSTEMS OPERATE AS INTENDED. AND GENERAL WITHOUT UPSTREAM OF TURNING OBTAIN PRIOR APPROVAL FOR ALL W KW KILOWATT W�0 W WITH VANES.REQUIRED FOR RETURN&EXHAUST LOCATIONS 24. ALL EQUIPMENT SHALL BE INSTALLED,PIPED,AND WIRED PER MANUFACTURERS INSTRUCTIONS. KWH KILOWATT HOUR WB WIT BULB RETURN AND EXHAUST DUCTS AIR EXTRACTOR NOTES ADJUSTABLE FROM WT WEIGHT TURNING VANES TURNING VANES OUTSIDE DUCTWORK. OBTAIN PRIOR CHANGE OF DUCT SIZE `ACCESS PANEL(TYPICAL) OK ONLY APPROVAL FOR ALL UNDER REQUIRED FOR RETURN ,,500 FPM RETURN AND EXHAUST 'kale: &EXHAUST DUCTS LOCATIONS " AS NOTED -- W�- 'El Project No: 181368 _._MAX.B DUCTS AIR VELOCITY Date: 'I /O1/ $ 1, ___._.....-. UNDER 1,500 FPM Designed: BN TRANSITION NOT LESS THAN TWICE THE DUCT AREA DUCTS W/AIR VELOCITY Drawn: BN CONICAL SPIN-IN OR OVER 1,500 FPM AND TRANSITION TO CONNECTION BLL DUCTS UPSTREAM OF Checked: CG ------------ SIZE AT LEAST 50%GREATER TERMINAL UNITS THAN AREA OF SMALLER DUCT Sheet END TAP M0. 1 SPECIFICATIONS ACOFFMAN DIVISION00-PROCUREMENT AND CONTRACTING REQUIREMENTS 016000 PRODUCT REQUIREMENTS 23MOO AIR DUCT ACCESSORIES DUCTING SYSTEMS: N G I N E E R S 003119 EXISTING CONDITION INFORMATION • THE MATERIAL AND EQUIPMENT SHALL BE NEW,BEST QUALITY AND AS SPECIFIED. A. ACCESSORIES: 1. RIGID DUCTWORK SHALL BE CONSTRUCTED, ERECTED, AND SEALED IN ACCORDANCE WITH THE • EQUIPMENT SHALL BE FURNISHED COMPLETE WITH ALL PARTS NECESSARY FOR PROPER 2015 INTERNATIONAL MECHANICAL CDDE.(603) 1997 Park Lane BEFORE SUBMITTING BID, THE CONTRACTOR SHALL EXAMINE SITE CONDITIONS TO DETERMINE ANY OPERATION. MATERIAL AND EQUIPMENT SHAH BE CLEANED AND FREE FROM DENTS,SCRATCHES, FIRE DAMPERS. Burlington,WA 98223 EFFECT ON EXECUTION OF WORK AND INCLUDE COSTS IN BID.BY SUBMITTING A BID THE CONTRACTOR AND CORROSION.EQUIPMENT SHALL PROVIDE QUIET OPERATION. SUPPLY GRILLES. 2. ALL RIGID HVAC DUCTWORK IS 2.0 INCH W.C.PRESSURE CLASSIFICATION(603.3) IS ACKNOWLEDGING THAT THEY HAVE SUFFICIENTLY UNDERSTOOD THE SCOPE OF CONSTRUCTION WORK TRANSFER GRILLES h 3B0.7B7.5656 REQUIRED AND HAVE INCLUDED IN BID,WHETHER SPECIFIED OR NOT,THE SUPPLY AND INSTALLATION 017300 EXECUTION OUTSIDE AIR LOUVER. A. RIGID DUCTWORK SHALL BE GALVANIZED MEETING SMACNA HVAC DUCT CONSTRUCTION P OF ALL ITEMS REQUIRED BY GOOD PRACTICE TO PROVIDE COMPLETE AND OPERATIONAL SYSTEMS. . VOLUME DAMPERS. STANDARDS-METAL AND FLEXIBLE. Cof man.COIT1 - THE WORK SHALL BE PERFORMED BY PERSONS SKILLED IN THE PARTICULAR TRADE, AND 003143 PERMIT APPLICATION INCLUDES ALL WORK NECESSARY TO PROPERLY COMPLETE THE INSTALLATION IN A MANNER THAT 23700 HVAC SYSTEMS B. FLEXIBLE AIR DUCTWORK SHALL MEET SECTION 603.6 REQUIREMENTS. LASTING -Belly I reaul.I rel W.lhlPs PRESENTS A NEAT AND FINISHED APPEARANCE. OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BEFORE AND DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS RECOMMENDED BY THE REFER TO EQUIPMENT SCHEDULES LOCATED ON DRAWING MO.3. 3. RIGID DUCT INSULATION: EQUIPMENT MANUFACTURER, REQUIRED BY CODES AND NECESSARY FOR THE PROTECTION OF DIVISION 01 - GENERAL REQUIREMENTS PERSONNEL,SUCH AS SCREENS,GUARDS,RELIEF VALVES,VENTS,OVERFLOW,ETC.,WHICH SHALL DRAWING COORDINATION FOR PLAN REVIEW AND FOR ASSIGNMENT OF RESPONSIBILITIES BETWEEN INSULATION TO BE JOHNS MANVILLE 800 SERIES SPIN-GAS OR EQUAL. BE PROVIDED AND INSTALLED IN AN APPROVED MANNER. ENGINEERS. 011000 SUMMARY CONTRACTOR SHALL INSTALL ALL EQUIPMENT FOLLOWING ALL MANUFACTURER'S REQUIREMENTS. THIS PROJECT HAS MULITPLE ENGINEERS WORKING TOGETHER TO COMPLETE THE PROJECT. COFFMAN SUPPLY AIR RIGID DUCTS FOR AHU'S SHALL BE INSULATED WITH A MINIMUM OF R-6 CONTACT ENGINEER IF CONVICTS ARISE. INSULATION IN THE OPEN SPACE. ENGINEERS SCOPE IS UNITED TO THE FOLLOWING: EXHAUST DUCTWORK SHALL BE INSULATED WITH 3M FIRE BARRIER DUCT WRAP 615+ FROM THE WORK COVERED BY THIS AND ALL OTHER MECHANICAL SECTIONS CONSISTS OF FURNISHING ALL 014000 QUALITY REQUIREMENTS WAG: EXTRACTION ROOM TO ABOVE ROOF. ' LABOR, EQUIPMENT,APPLIANCES AND MATERIALS AND PERFORMING ALL OPERATIONS REQUIRED FOR A v COMPLETE INSTALLATION OF ALL HEATING AND VENTILATION SYSTEMS AS HEREINAFTER SPECIFIED, IN ON COMPLETION OF THE WORK, FURNISH SATISFACTORY EVIDENCE THAT ALL WORK HAS BEEN 1. PROCESS HVAC OF EXTRACTION SUITE. STRICT ACCORDANCE WITH THIS AND ALL SECTIONS OF THESE SPECIFICATIONS,DRAWINGS,TERMS AND INSTALLED AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE CODES. PLUMBING: PROJECT CLOSE OUT DOCUMENTATION(C103.61: z CONDITIONS OF THE CONTRACT, ALL APPLICABLE CODES, ORDINANCES AND LAWS GOVERNING EACH . THE OWNER Al GENERAL CONTRACTOR SHALL DECIDE WHETHER OR NOT THE FINISHED WORK SYSTEM. UPON COMPLETION,THE SYSTEMS SHALL BE FULLY FUNCTIONAL,ADJUSTED,AND READY FOR IS SATISFACTORY AND IF ANY MATERIAL OR EQUIPMENT HAS NOT BEEN PROPERLY INSTALLED OR 1. THE FOLLOWING DOCUMENTS SHALL BE BE PROVIDED TO THE BUILDING OWNER OR OWNERS //1 M USE. FINISHED.THE MECHANICAL AND/OR PLUMBING CONTRACTOR IS OBLIGATED TO REPAIR OR REPLACE 1. CONDENSATE DRAINAGE PIPING. AUTHORIZED AGENT WITH 180 DAYS OF THE DATE OF RECEIPT OF THE CERTIFICATE OF 2 N ALL WORK AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWING: THE MATERIAL OR EQUIPMENT IN A MANNER SATISFACTORY TO THE OWNER WITHOUT COST TO THE OCCUPANCY: J ? N 2015 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS . DESIGN OF THE VACUUM DISCHARGE PIPING. OWNER. RECORD DOCUMENTS(C10361) 00 ICC/ANSI A117.1-09,ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES,WITH STATEWIDE .. Q AMENDMENTS DMSION 23-HEATING VENTILATION AND AIR CONDITIONING MANUALS(C103.6.2) PROJECT EXCLUSIONS BY COFFMAN ENGINEERS: COMPLIANCE DOCUMENTATION C103.6.3 2015 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS ( ) O a 2015 IN IF RM PLEA FIRE CODE WITH STATEWIDE AMENDMENTS 230529 HANGERS AND SUPPORTS FOR WAG PIPING AND EQUIPMENT 1.STRUCTURAL SYSTEM. 2. TRAINING OF THE MAINTENANCE STAFF FOR EQUIPMENT INCLUDED IN THE MANUALS REQUIRED BY J00 2015 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENTS 2.FIRE PROTECTION SYSTEMS. SECTION C103.6.2 SHALL INCLUDE AT A MINIMUM C703.6.4): cC 2015 INTERNATIONAL STATE ENERGY CODE HANGERS, BRACKETS, ANCHORS AND MISCELLANEOUS SUPPORTS SHALL BE PROVIDED FOR THE ( G NATO INTERNATIONAL EXISTING BUILDING CODE WITH STATEWIDE AMENDMENTS FOUND IN THE IBC INSTALLATION OF ALL PIPING AND WAG ATT EQUIPMENT. 3.ELECTRICAL SYSTEMS. REVIEW OF MANUALS AND PERMANENT CERTIFICATE. w } Z NATIONAL ELECTRICAL CODE(NFPA 70)WITH STATEWIDE AMENDMENTS SUPPORTING DEVICES SHALL BE ATTACHED TO CEILING, WALLS AND FLOORS BY BOLTS AND HANDS-ON DEMONSTRATION OF ALL NORMAL MAINTENANCE PROCEDURES,NORMAL OPERATING � '^ O O Al OTHER RELEVANT NATIONAL FIRE PROTECTION(NFPA)ASSOCIATION AND AMERICAN PETROLEUM FASTENERS. 4.COMFORT CODE COMPLIANT HVAC EXCEPT AS MENTIONED MODES,AND ALL EMERGENCY SHUTDOWN AND START-UP PROCEDURES. vJ INSTITUTE(API)INDUSTRY CODES. PIPE HANGERS AND VERTICAL SUPPORT SPACING SHALL BE IN COMPLIANCE WITH THE 2015 TRAINING COMPLETION REPORT. UNDERWRITERS'LABORATORIES. INTERNATIONAL MECHANICAL CODE. 2015 WASHINGTON STATE ENERGY CODE(WSEC)NOTES: 0 LOCAL UTILTTY CODES. MOUNTS, ANCHORS AND BRACING SHALL MEET 2015 I.B.0 AND I.M.C. SEISMIC CODES AND COMMISSIONING: O F (n Z ALL APPLICABLE INDUSTRIAL SAFETY AND HEALTH LAWS AND REGULATIONS. MANUFACTURER'S SPECIFICATIONS. HVAC NOTES BELOW APPLY TO THE PROCESS HVAC SYSTEMS SERVING THE EXTRACTION SURE,OTHER 1. SYSTEM COMMISSIONING IS NOT REQUIRED IF ALL OF THE FOLLOWING EXCEPTIONS ARE MET: O J ALL APPLICABLE ENERGY CODES. BUILDING SPACE ARE NOT INCLUDED IN THIS PROJECT SCOPE OF WORK of LOCAL PLUMBING CODES. 230548 VIBRATION AND SEISMIC CONTROLS FOR HVAC A. MECHANICAL SYSTEM COMMISSIONING IS NOT REQUIRED WHERE THE BUILDING'S TOTAL Uj X Q LOCAL BUILDING,MECHANICAL AND FIRE CODES. THE 2015 WSEC IS NOT APPLICABLE TO ALL SYSTEMS FOR PROCESS ONLY. MECHANICAL EQUIPMENT CAPACITY IS LESS THAN 240,000 BN H ALL GOVERNING RULES AND REGULATIONS BY LOCAL AND STATE AUTHORITIES. THE SEISMIC BRACING AND ANCHORAGE OF DUCTWORK AND EQUIPMENT SHALL BE CONSTRUCTED WITH / COOLING CAPACITY ALL CONTRACT DOCUMENTS PERTAINING TO THIS PROJECT ARE HEREBY MADE A PART OF THIS "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS", EQUIPMENT SIZING,PERFORMANCE.A:TYPE: AND LESS THAN 300,000 BTU/H HEATING CAPACITY. SPECIFICATION, PUBLISHED BY SMACNA(MOST RECENT EDITION). M COMMISSIONING IS NOT REQUIRED WHERE THE TOTAL INSTALLED B. ELECTRICAL SYSTEM THE CONTRACTOR IS RESPONSIBLE TO MAKE SURE OF A CLEAR UNDERSTANDING OF BOTH PLANS AND 1. LOAD CALCULATIONS WERE PERFORMED USING LIGHTING AND EQUIPMENT. SPECIFICATIONS, PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO 230923 CONTROLS FOR NVAC LIGHTING LOAD E OCCUPANCY SENSORS OR AUTOMATIC DAYUGHTING CONTROLS LESS THAN 20 kW AND THE LIGHTING LESS THAN 10 LOAD CONTROLLED BY THE ATTENTION OF THE GENERAL CONTRACTOR AND ENGINEER PRIOR TO COMMENCEMENT OF WORK. IS THE ENGINEER SHALL NOT BE HELD ACCOUNTABLE FOR LACK OF NOTIFICATION BY THE MECHANICAL A.RESPONSIBILITY 2. OUTPUT CAPACITY OF HEATING AND COOLING EQUIPMENT AND SYSTEMS ARE NO GREATER THAN C. SERVICE WATER HEATING SYSTEMS ARE EXEMPT FROM THE COMMISSIONING PROCESS IN AND/OR PLUMBING CONTRACTORS. THE CONTROLS ARE TO BE PROVIDED AS PART OF A COMPLETE HVAC SYSTEM. THE SMALLEST AVAILABLE SIZE THAT EXCEEDS THE CALCULATED LOADS(C403.2.2) BUILDINGS WHERE THE LARGEST SERVICE WATER HEATING SYSTEM CAPACITY IS LESS 012500 SUBSTITUTION PROCEDURES C.SPECIFICATIONS THAN 200,000 BTU/H AND WHERE THERE ARE NO POOLS OR PERMANENT SPAS. ALL CONTROLS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES INCLUDING THE 2015 3. ALL ELECTRIC MOTORS SHALL BE COMPLIANT WITH SECTION C405.8 AS APPLICABLE. D. NO SYSTEMS ARE INSTALLED TO MEET SECTION C406 OR C407 INCLUDING EQUIPMENT, Revis-s THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS OF DESIGN.THE VERSIONS OF THE INTERNATIONAL CODES AND WASHINGTON STATE ENERGY CODE. HEATING, E CONTRACTOR MAY PROPOSE A SUBSTITUTIONCONTROLS, OR CONFIGURATION SETTINGS FOR MECHANICAL, SERVICE WATER H ION OF OTHER MATERIAL OR EQUIPMENT, WHICH IN HIS ALL CRITERIA NOT SPECIFIED HEREIN, BUT NECESSARY FOR COMPLETE SYSTEMS SHALL BE ELECTRICAL POWER CONFIGURATION LIGHTING SYSTEMS WHICH ARE INCLUDED IN THE PROJECT TO OPINION WILL ACCOMPLISH THE DESIGN FUNCTION AND IS EQUAL TO THAT SPECIFIED. ALL COSTS PROVIDED. HVAC SYSTEM CONTROLS COMPLY WITH SECTION CLIG OR C407. INCURRED BECAUSE OF THIS SUBSTITUTION SHALL BE BY THE CONTRACTOR. THE ENGINEER SHALL BE . THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE CONTROLS PER MANUFACTURER'S THE JUDGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED SUBSTITUTION AND MAY REQUIRE THE INSTALLATION INSTRUCTIONS. 4. EACH HEATING AND COOLING SYSTEM SHALL BE PROVIDED WITH THERMOSTATIC CONTROLS E. ENERGY METERING SYSTEM COMMISSIONING IS NOT REQUIRED WHERE EITHER THE CONTRACTOR TO FURNISH ANY MATERIAL OR PIECE OF EQUIPMENT AS SPECIFIED. D.HVAC+CONTROLS (C403.2.4.1)THAT COMPLY WITH THE FOLLOWING REQUIREMENTS: TENANT SPACES SMALLER THAN 50,000 SQ. FT. WITHIN BUILDINGS IF THE TENANT 013100 PROTECT MANAGEMENT AND COORDINATION THE PLANS ARE SCHEMATIC BY NATURE AND DO NOT SHOW EVERY ASPECT OF THE COMPONENTS SPACE HAS ITS OWN UTILITY SERVICE AND UTILITY METERS OR BUILDINGS IN WHICH AND CONTROLS OF THE SYSTEMS. THE CONTRACTOR SHALL SUBMIT TO THE OWNER THEIR A C403.2.4.1.2 SETPOINT OVERLAP RESTRICTION,WHERE USED TO CONTROL BOTH HEATING THERE IS NO GROSS CONDITIONED FLOOR AREA OVER 25,000 SQUARE FEET,INCLUDING • GENERAL: THE CONTRACTOR SHALL SCHEDULE HIS WORK IN SUCH A MANNER AS TO AVOID COMPONENTS AND ENOUGH SPECIFIC INFORMATION TO DEMONSTRATE HOW THE HVAC SYSTEM WILL AND COOLING, THERMOSTATIC CONTROLS SHALL PROVIDE A TEMPERATURE RANGE OR BUILDING COMMON AREA,THAT IS SERVED BY ITS OWN UTILITY SERVICES AND METERS. DELAYS IN OVERALL CONSTRUCTION AND PERMIT PROPER INSTALLATION A OF ALL WORK ID BE CONTROLLED. DEADBAND OF AT LEAST 5'F WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ----- DELAYS AND OTHER CRAFTS. ENERGY TO THE ZONE IS CAPABLE OF BEING SHUT OFF OR REDUCED TO A MINIMUM. 2. FOR MECHANICAL SYSTEMS THAT DO NOT MEET THE EXCEPTIONS LISTED ABOVE, PROVIDE E.EXECUTION B. C403.243 OFF-HOUR CONTROLS FOR ALL OCCUPANCIES OTHER THAN GROUP R.THE COMMISSIONING COMPLIANT WITH SECTION C408 OF THE 2015 WSEC. COMMISSIONING TO • DESIGN DRAWINGS: THESE DRAWINGS ARE DIAGRAMMATIC MID DO NOT NECESSARILY SHOW THE THE MECHANICAL CONTRACTOR SHALL COORDINATE AND PROVIDE INTERFACING BETWEEN THE SPACE SHALL BE PROVIDED WITH THERMOSTATIC SETBACK CONTROLS THAT ARE INCLUDE: FINAL ROUTING OF PIPING OR FINAL LOCATION OF EQUIPMENT.IF CONFLICTS ARISE WHICH CAUSE CONTROLS FURNISHED WITH INDIVIDUAL PIECES OF EQUIPMENT. CONTROLLED BY EITHER AN AUTOMATIC TIME CLOCK OR PROGRAMMABLE CONTROL A CHANGE IN THE SPECIFIED PLANS OR DESIGN,THE CONTRACTOR SHALL COORDINATE WITH THE THERMOSTATS SHALL BE LOCATED 4'ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. SYSTEM. A VERIFICATION OF WAG SYSTEM AIR CONDITIONING AND HEATING FUNCTION. ENGINEER PRIOR TO MAKING THE CHANGES ANY CHANGES NOT APPROVED BY THE ENGINEER C. C403.2.4.2.1 THERMOSTATIC SETBACK CAPABILITIES- THERMOSTATIC SETBACK CONTROLS SHALL BE THE RESPONSIBILITY OF OTHERS, 233113 METAL DUCTS SHALL HAVE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO B. FOR AHU WITH IN-UNE CONDENSER COIL, VERIFICATION OF WAG SYSTEM MAINTAIN SPACE TEMPERATURES DOWN TO 55F(13'C)OR UP TO 85-F(2TC). DEHUMIDIFICATION FUNCTION • INTERFERENCE'S THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER CRAFTS TO MAKE CERTAIN A. DUCT: D. C403.2422 AUTOMATIC SETBACK AND SHUTDOWN CAPABILITIES AUTOMATIC TIME CLOCK C. MOTOR AMPERAGE AND AIRFLOW READING TO BE TAKEN DURING WAG SYSTEM TESTING. LOCATIONS AND ARRANGEMENTS REQUIRED FOR INSTALLATION OF SYSTEMS ARE MADE AVAILABLE, METAL DUCTS: ROUND, SPIRAL, AND RECTANGULAR GALVANIZED 26-GAUGE DUCTING CAN BE USED OR PROGRAMMABLE CONTROLS SHALL BE CAPABLE OF STARTING AND STOPPING THE AND BE RESPONSIBLE FOR ARRANGING PIPING,EQUIPMENT,ETC.,SO AS NOT TO INTERFERE WITH CONSISTENT WITH THE PLANS. 24-GAUGE DUCTS SHALL BE USED FOR DUCTS WITH ANY SIZE LARGER SYSTEM FOR SEVEN DIFFERENT ONLY SCHEDULES PER WEEK AND RETAINING THEIR 3. FOR EMORY LOFTS,R HAS BEEN DETERMINED THAT COMMISSIONING IS NOT REQUIRED FOR ANY STRUCTURAL MEMBERS,LIGHTS,AND OTHER ITEMS HAVING FIXED LOCATIONS NOT RELATED TO THE THAN 2Q", PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST 10 HOURS. OF THE MECHANICAL SYSTEMS. SYSTEMS. WHERE ALTERNATE ROUTING, OFFSETS, AND TRANSITIONS ARE REQUIRED FOR FIELD ADDITIONALLY, THE CONTROLS SFW1 HAVE A MANUAL OVERRIDE THAT ALLOWS - COORDINATION OF ALL TRADES, THE CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL B. EXECUTION: TEMPORARY OPERATION OF THE SYSTEM FOR UP TO 2 HOURS;A MANUALLY OPERATED Cam• THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUCT AND EQUIPMENT MOUNTING. TIMER CAPABLE OF BEING ADJUSTED TO OPERATE THE SYSTEM FOR UP TO 2 HOURS;OR • DUCTWORK SHALL BE INSTALLED IN COMPLIANCE WITH ASHRAE AND SMACNA STANDARDS AND AN OCCUPANCY SENSOR • VERIFICATION: PRIOR TO ORDERING ANY EQUIPMENT OR FIXTURES,VERIFY DIMENSIONS OF ALL MAKE VIRTUALLY AIRTIGHT. NO DUCT LINING SHALL BE USED, THE NOMINAL DUCT DIMENSIONS E. C403.2.423 AUTOMATIC START CAPABILITIES. AUTOMATIC START CONTROLS SHALL BE SUCH EQUIPMENT, FIXTURES, ETC., TO MAKE CERTAIN IT FITS INTO THE STRUCTURAL AND HAVE BEEN INCREASED TO MAINTAIN FREE AREAS.DUCT SIZES SHOWN ON DRAWINGS ARE ACTUAL PROVIDED FOR EACH WAG SYSTEM. THE CONTROLS SHALL BE CAPABLE OF Registration ARCHITECTURAL FEATURES OF THE BUILDING,AVOIDS CONFLICT WITH EQUIPMENT OR FIXTURES OF DUCT SEALING:ALL TRANSVERSE DUCT JOINTS SHALL BE SEALED VIRTUALLY AIRTIGHT WITH DUCT AUTOMATICALLY ADJUSTING THE DAILY START TIME OF THE WAG SYSTEM IN ORDER TO OTHER CRAFTS AND FITS INTO THE SPACE PROVIDED FOR THE INSTALLATION. JOINT SEALER AND FOIL BACKED DUCT TAPE. CLOTH DUCT TAPE IS NOT ALLOWED. BRING EACH SPACE TO THE DESIRED OCCUPIED TEMPERATURE IMMEDIATELY PRIOR TO H, • TAPERS AND TRANSITIONS SHALL BE LIMITED TO 15' FOR BOTH CONVERGING AND DIVERGING SCHEDULED OCCUPANCY. • SLEEVES AND INSERTS:THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES AND INSERTS ANGLES AND UNTIED TO 39 FOR BRANCH DUCTS. REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO HE INSTALLS ONLY DUCTWORK AND RELATED DUCT APPURTENANCES SHALL BE SUPPORTED FROM DUCT SLEEVES AND INSERTS AS CONSTRUCTION PROCEEDS AND IN A MANNER TO AVOID DELAYS. IF SUPPORTS. THE CONTRACTOR FAILS TO INSTALL SLEEVES AND INSERTS AS CONSTRUCTION PROCEEDS, HE SHALL PAY ALL COSTS FOR CUTTING AND PATCHING TO MAKE THE PROPER INSTALLATION. 1581 • CONTRACTOR SHALL NOT SHUr-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES WITHOUT FIRST COORDINATING ALL DOWN71ME WITH OWNER'S PERSONNEL CONTRACTOR SHALL PROVIDE A DETAILED C<Vlr• M.O.P.AS REQUIRED.DO NOT BEGIN WORK WITHOUT WRITTEN APPROVAL DATE SIGNED: 11 1/2016 Key Plon Plail R oviev,A By SAFLBUL Sheet Title MECHANICAL SPECIFICATIONS scale: AS NOTED ('El Project No: 181368 Date: 11/01/18 Designed: BN Drown: BN —-— Checked: CG Sheet Number M0.2 ENERGY RECOVERY VENTILATOR SCHEDULE ELECTRIC HEATER SCHEDULE &COFFMAN SUPPLY FAN EXHAUST FAN AREA SUMMER SUPPLY WINTER SUPPLY ELECTRICAL UNIT AR ELECTRICAL CONTROL BASIS OF DESIGN REMARKS UNIT N0. LOCATION MAKE B MODEL FILTER OPER WT.(LBS.) REMARKS N G I N E E R S CFM ESP HP CFM ESP HP •DBM13 "DB VOLTS PH HZ MCA MOCP NO. SERVED VOLTSIPH KW - ERVA CEILING RENEWAIRE EV4501N 295 0.75 0.5 415 0.75 0.5 78/67 19 208 1 60 4.9 15 MERV 13 250 1.2 EH-1 LEVEL 1 LOBBY 208/1 1.5 THERMOSTAT KING KLA2015-1 1 1997 Park Lane Burlington,WA 98223 - ERV-2 CEILING RENEWAIRE EV4601N 200 0.75 0.5 415 0.75 0.5 78167 19 208 1 60 4.9 15 MERV 13 250 1,2 EH-2 LEVEL 2 LOBBY 20811 1.5 THERMOSTAT KING KLA2015.1 1 ERV3 CEILING RENEWAIRE EV4501N ISO 0.76 0.6 415 0.75 0.5 78167 19 208 1 60 4.9 15 MERV 13 250 1,2 EH-3 LEVEL 3 LOBBY 208A 1.5 THERMOSTAT KING KLA2015.1 1 ph 360.707.5656 coffman.com ERV-4 CEILING RENEWAIRE HE1.5XINH ON 1.25 1 415 1.25 1 78167 19 208 1 60 7.7 15 MERV 13 250 1,3 _- - _ LASTING uv�ire us I relationships a ry I resu NOTES: NOTES: 1.PROVIDE MINIMUM ENERGY RECOVERY EFFICIENCY PER 2015 WSEC. 1.PROVIDE PROGRAMMABLE THERMOSTAT KING MIN ESP230-R 2.PROVIDE 2 kW ELECTRIC DUCT HEATER RENEWAIRE EK SERIES OR EQUAL. 2.PROVIDE 5 kW ELECTRIC DUCT HEATER RENEWAIRE EK SERIES OR EQUAL. VRF HEAT RECOVERY BOX SCHEDULE FAN COIL UNIT SCHEDULE C� MARK LOCATION SERVICE QTY OF PORTS MAX PORT CAPACITY MAX UNIT CAPACITY POWER INPUT VOLTAG@PHASE WEIGHT BASIS OF DESIGN UNIT AREA FAN COOLING HEATING ELECTRICAL OUTDOOR SHIPPED Z FILTER BOX FILTER RATING BASIS Of DESIGN REMARKS HRB-1 FIRST FLOOR FC-0,8 2 54 MBH 192 MBH 40 WATTS 20811 60 LBS LG PRHRO42A NO. SERVED CFM ESP SENSIBLE(MBH) TOTAL(MBH) TOTAL(MBH) VOLTS PH AMPS UNIT NO. WEIGHT(LBS) U) Q LLI N FCU-1 SOUTH OFFICE 1800 0.55 43.2 64 61A 208 1 3.5 CU-1 LG ZFBXBROIA MERV8 150 LGARNU643BRA4 1,2 '- J � 00 FCU-2 MIDDLE OFFICE 670 0.66 19.4 24.2 27.3 208 1 2.7 1 CU-2 LG ZFBXBROIA MERV8 100 LOARNU243BGA4 1.2 U- Q FCU3 NORTH OFFICE 1000 0.55 22.4 28 31.6 2D8 1 3.5 CU3 LG ZFBXBROIA MERV 8 100 LG ARNU283BCAA 1,2 O co FITNESS 2260 0.86 61.1 76.4 86.0 208 1 5.2 CU-0 LG ZFBXBR01A MERV 8 200 LG ARNU783BBA4 1,2 J FCU5 FITNESS 2260 0.86 61.1 76A 86.0 208 1 5.2 CU-0 LG ZFBXBR01A MERV8 2DO LG ARNU763BBA4 1.2 >- U(n J O FCU5 OFFICE 270 - 8.0 7.5 8.5 208 1 0.25 Cull - MERV4 60 LGARNU73TNA4 1.2 Of `'" O F- FCU-7 TRAINER 270 - 4.4 5.5 6.1 ZD8 1 0.25 CU4 - MERV 4 50 LG ARNU53TNA4 1.2 O Z FCU5 CORRIDOR 270 - 7.2 9 10.9 208 1 0.25 CU-5 - MERV 4 40 LG ARNUO938JA4 1.2 C Q r J CD FCU-9 CORRIDOR 270 - 7.2 9 10.9 208 1 0.25 CU-5 - MERV4 40 LGARNU093SJA4 1,2 W w Q FCU-10 CORRIDOR 270 - 7.2 9 10.9 208 1 0.25 CU-6 - MERV4 40 LGARNU0935JA4 1.2 X FCU-11 CORRIDOR Z70 - 7.2 9 10.9 208 1 0.25 CU-6 - MERV4 40 LG ARNU093SJA4 1.2 FCLL12 EMR 460 - 19A 24.2 25.8 208 1 0.52 CU-7 - MERV4 40 LGARNU2433KA4 1,2 NOTES: 1.INCLUDE BUILT IN CONDENSATE OVERFLOW SHUTDOWN SWITCH AND CONDENSATE PUMP. 2.PROVIDE W LONG FULL SIZE PLENUM ON SUPPLYIRETURN SIDE OF FAN COIL. Revisions CONDENSING UNIT SCHEDULE NOMINAL COOLING CAPACITY HEATING CAPACITY ELECTRICAL WEIGHT UNIT NO. LOCATION SERVICE EERISEER - - -- BASIS OF DESIGN REMARKS ----- -- TON (MBH) (MBH) VOLTS PH MCA MOCP (LBS) CU-1 ROOF OFFICE SUITE 1 5 10116.5 60 64 208 1 25A 40 310 LG ARUN060GSS4 1,2 CU-2 ROOF OFFICE SUITE 2 10116.6 24 27 208 1 19.6 30 200 LG ARUN024GSS4 1,2 CU-2 ROOF OFFICE SUITE 3 3 10/16.5 38 42 208 1 25 40 250 LG ARUN03BGW 1,2 CU-0 ROOF FITNESS 14 10.71- 168 189 208 3 53.6 70 730 LG ARUM188BTE5 1,2 - CU-5 ROOF CORRIDOR 2 10,7117 24 27 208 1 19.6 30 1 180 LG ARUN024GSS4 1.2 CU5 ROOF CORRIDOR 2 10.7117 24 27 208 1 19.6 30 180 LG ARUN024GSS4 1,2 CU-7 ROOF EMIR1 19.8 30 180 R 2 10.7117 24 27 208 LG ARUN024GSS4 1.2 NOTES: 1.MOUNT ON 4"CONCRETE PAD MINIMUM 6"WIDER IN EACH DIRECTION THAN CONDENSING UNIT. 2.DISCONNECT BY ELEC CONTRACTOR. Registration H. FAN SCHEDULE UNIT N0. LOCATION AREA SERVED FAN DRIVE BASIS OF DESIGN OPER WT.(LBS.) REMARKS CFM ESP TYPE WATTS VOLTS PH TYPE 1 FN-1 CEILING RESIDENTIAL UNITS 60 0.60 CABINET 18 120 1 DIRECT PANASONIC FV-05-11VKS1 80 1,2,3,4 FN-2 CEILING RESIDENTIAL CORRIDOR 140 0.50 INLINE 20 120 1 DIRECT GREENHECK SO-97-VG 80 5 DATE SIGNED: 11/1/2018 FN3 CEILING RESIDENTIAL CORRIDOR 140 0.50 INLINE 20 120 1 DIRECT GREENHECK SQ-97-VG 80 5 Key Plan NOTES: 1.WHOLE HOUSE FAN SUMMARY: PROVIDE WITH SMART ACTION MOTION SENSOR MODULE(FV-MSVK1)AND MULTI SPEED WITH TIME DELAY MODULE(FV-VS15VK1) FAN IS TO OPERATE CONTINUOUSLY ON LOW SPEED WITH HIGH SPEED ACTIVATED BY THE MOTION SENSOR MODULE FAN LOW SPEED SHALL BE SET IN ACCORDANCE WITH THE RESIDENTIAL VENTILATION CRITERIA TABLE BY THE EC IN THE FIELD 2.PROVIDE WALL SWITCH FOR WHOLE HOUSE EXHAUST FANS AS REQUIRED BY THE IMC('FAN ON"OVERRISE)AND TO SERVE AS THE ELECTRICAL DISCONNECT Plan Review LABEL TO BE AFFIXED TO THE WALL SWITCH THAT READS'WHOLE HOUSE VENT FAN-OPERATE CONTINUOSLY" By SA F E B U j it 3.PER IMC SECTION 403.8.6.4,WHOLE HOUSE EXHAUST FANS ARE TO BE RATED PER HVI 916. 4.MC TO PROVIDE"WHOLEHOUSE USE OPERATION MANUAL" 5.PROVIDE DISCONNECT,FAN TO OPERATE CONTINUOUSLY Sheet Ttle AIR INLET&OUTLET SCHEDULE LOUVER SCHEDULE MECHANICAL SCHEDULE S BASIS OF DESIGN APPROX SIZE FREE AREA(SQ.FT. PRESSURE DROP TAG PURPOSE TYPE NECKSIZE(IN.) FACESIZE(IN.) M CFM M COLOR BORDER TYPE REMARKS UNIT NO. AREA SERVED QTY WIDTH(IN) HEIGHT(IN) MIN.CfM %FREE AREA PER LOUVER) (IN.H2O) MANUFACTURER MODEL REMARKS MFR MODEL L-1 OFFICE SUITE 1 1 16 14 295 50% 0.7 0.1 GREENHECK ESD-035 L-2 OFFICE SUITE 1 1 16 14 295 50% 0.7 0.1 GREENHECK ESD435 CD SUPPLY STEP DOWN DIFFUSER PER PLANS 2424 820 WHITE T-BAR PANEL SHOEMAKER 100 L3 OFFICE SUITE 2 1 16 14 220 50% 0.7 0.1 GREENHECK ESD-M EG EXHAUSTIRETURN LATTICE PER PLANS 24x24 1200 WHITE T-BAR PANEL SHOEMAKER S00T L-4 OFFICE SUITE 2 1 16 14 220 60% 0.7 0.1 GREENHECK ESD435 Scale: AS NOTED EGIS EXHAUSTIRETURN EGG CRATE PER PLANS PER PLANS 1180 WHITE SURFACE MOUNT SHOEMAKER 600 L5 OFFICE SUITE 3 1 16 12 190 60% 0.0 0.1 GREENHECK ESD435 CEI Project No: 181368 SSG SUPPLY DOUBLE DEFLECTION PER PLANS PER PLANS 1180 WHITE SURFACE MOUNT SHOEMAKER 933 L3 OFFICE SUITE 3 1 16 12 190 50% 0.6 0.1 GREENHECK ESD-435 Date: 11 01/18. BEG EXHAUSTIRETURN AIRFOIL PER PLANS PER PLANS 1180 WHITE SURFACE MOUNT SHOEMAKER 907 L-7 FITNESS AREA 1 24 18 900 60% 1.5 0.1 GREENHECK ESD435 Designed: BN L3 FITNESS AREA 1 24 18 900 50% 1.6 0.1 GREENHECK ESD-435 Drawn: BN Checked: CG L-9 CORRIDOR 1 12 10 140 50% OA 0.1 GREENHECK ESD435 L-10 CORRIDOR 1 12 10 140 50% OA OA GREENHECK ESD-435 Sheet Number NOTES: n n O .3 &COFFMAN AEft N G I N E E R S 1997 Park Lane Burlington,WA 98223 ph 360.707.5656 coffman.com LASTING creativity I results I rcl,fi—hips V Z Q LLI N JILL _ > 00 O CJQ m a � o j 0 F- O vi z WLU X I I � ----- -1____------__'_-__--_------ ERV-2------------- --_L-5 E -3_______L-8____ ' L-7 _ _____------------------_________----------------------__.l__, ---------------1—_------___—__--------- r---------- ----, I I ------------- .---- 1 ! j ------ -----4--, � I F� I -------' ! L_6 j ----- ----, r-----+---------- I +- ----- ------ 1 r 1 -__- 1— — ----- A Oif 11 Revisions 0 . I nil I O 1 BREA R ® WEIG TS F NCTIO AL _ SVRO I R - - R M /\ ELECT. — C STORAGE 1 I - I - � RS j o I EH i FUTURE ' 1 BUILDING SE V - - 1 C-4 _ I — 1 L-1 C I — I — 1 i B I 1 -- FC-12 FftilI C- I Registration ------------- I C I M 1 I ERV I I � NG Iirs� 0 I a DATE SIGNED: 11 1 2018 SEE o —.—.y.—._._ Key Plon I V_—SEE 11 II ie 1I PARTIAL ENLARGE D1 PLAN(S) ----------- ------- ---4---------- — I I I I I I I I I - I I I I I I I I I I I I I I Plan Review ! ! By SAFEBuil t Sheet Tdla FIRST FLOOR MECHANICAL KEY PLAN ® LEVEL 1 - MECHANICAL KEY PLAN Scale: As NOTED CEl Project No: 181368 Dote: 11/01/18 Designed: BIN Drawn: EIN Checked: CG Sheet Number M1 .0 REFRIGERANT PIPING NOTES: GENERAL NOTES: SHEET NOTES: 1. DESIGN INTENT IS ALL REFRIGERANT PIPING IS CONCEALED 5. ALL HOLES AND NOTCHES IN STRUCTURAL WOOD MEMBERS ACOFFMAN AND ROUTED IN WALLS,FLOOR/CEILING,AND ROOF/CEILING TO COMPLY WITH STRUCTURAL REQUIREMENTS AND 1. OUTSIDE AIR INTAKE OPENINGS SHALL D Y8x12 RETURN AIR OPENING ON TOP N G N E E R S ASSEMBLIES WITHOUT THE USE OF DROPPED SOFFITS. WASHINGTON STATE BUILDING CODE REQUIREMENTS FOR BE LOCATED A MIN. 10'SEPARATION OF RETURN PLENUM OPENING SIZE AND LOCATION BASED ON SIZE OF MEMBER FROM EXHAUST AIR OUTLETS,LOT 1997 Park Lane 2. CONTRACTOR IS RESPONSIBLE FOR FINAL ROUTING OF PIPING PENETRATED.NOTE THERE ARE DIFFERENT OPENING LINES,VENTS,STREETS,ALLEYS, 14xi0 RETURN AIR OPENING ON TOP PER SELECTED SPLIT SYSTEM MANUFACTURER INSTALLATION REQUIREMENTS FOR BEARING WALLS,NON-BEARING WALLS, PARKING LOTS,AND LOADING DOCKS. �OF RETURN PLENUM Burlington,WA98223 - REQUIREMENTS.THIS INCLUDES VERIFYING THE MAXIMUM STRUCTURAL JOISTS,AND BEAMS.SEE STRUCTURAL PERMISSIBLE LENGTH OF REFRIGERANT PIPING PER DRAWINGS FOR DETAILS. 2. EXHAUST AIR OUTLETS SHALL BE ©18x10 RETURN AIR OPENING ON TOP ph 360.707.5656 . MANUFACTURER INSTALLATION REQUIREMENTS. LOCATED A MIN OF 3'FROM OPERABLE 6. HOLE,NOTCH,OR OPENING SIZES ARE REQUIRED TO BE OF OF RETURN PLENUM coffman.com ` 3. REFRIGERANT PIPING ROUTING TO COMPLY WITH WASHINGTON SUFFICIENT SIZE TO ACCOMMODATE PIPING AND INSULATION. OPENINGS AND 10'FROM OUTSIDE AIR STATE MECHANICAL CODE REQUIREMENTS. 11'ITa• ©ROUTE CONDENSATE DRAIN TO HUB LASTING creativity I results I relationships 7. PIPING TO BE ROUTED TO MINIMIZE PIPING ON THE ROOF DRAIN IN RESTROOM,INSTALL PER 4. ALL PENETRATIONS OF RATED WALLS,FLOOR/CEILING,AND AND MINIMIZE HORIZONTAL PIPING THROUGH A RESIDENTIAL 3. WERE MANUAL VOLUMED CEILINPERSG ARE DETAILS 4&8/M5.0 UNIT NOT SERVED BY THE ASSOCIATED SPLIT SYSTEM. LOCATED ABOVE HARD LID CEILING IN ROOF/CEILING ASSEMBLIES TO BE PROTECTED PER WASHING INACCESSIBLE LOCATION,PROVIDE ©PROVIDE RETURN AIR BOOT PER • STATE BUILDING CODE REQUIREMENTS. REMOTE OPERATED CABLE DAMPERS. DETAIL 2/M5.0 4. INSTALL DUCTWORK,VOLUME DAMPERS, ®ROUTE REFRIGERANT TO CONDENSING AND DIFFUSER CONNECTION PER UNIT LOCATED ON ROOF PER DETAILS 5&7/M5.0. REFRIGERANT PIPING NOTES 0 Z w CO H J > U_ ¢ Co r-----------------------I z O :�Dy� W U Q J E: ERV-2 -4 OA:150 Ri Ek' 150----------- ----- -------------- - FAzaa --- - - W y-+---- 00 L-3 r------I--- 2� 7----- r----- J O — A O O C 000 CD L U) Z_ 220 J XIT :2 0 O 8x8 EG 10"0 10"0 W Q 125 0 i O"► 10"0 C 50 G - - O - r______ ` 210 I InN BREAEMIXI XI gxcD 20 O 8"0 Revisions 30 X SVR. 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ALL HOLES AND NOTCHES IN STRUCTURAL WOOD MEMBERS AND ROUTED IN WALLS,FLOOR/CEILING,AND ROOF/CQLMG TO COMPLY WITH STRUCTURAL REQUIREMENTS AND 1. OUTSIDE AIR INTAKE OPENINGS SHALL D 24x12 RETURN AIR OPENING ON TOP N G I N E E R S ASSEMBLIES WITHOUT THE USE OF DROPPED SOFFITS. WASHINGTON STATE BUILDING CODE REQUIREMENTS FOR BE LOCATED A MIN. 10'SEPARATION OPENING SIZE AND LOCATION BASED ON SIZE OF MEMBER FROM EXHAUST AIR OU0.ETS,LOT OF RETURN PLENUM 2. CONTRACTOR IS RESPONSIBLE FOR FINAL ROUTING OF PIPING PENETRATED.NOTE THERE ARE DIFFERENT OPENING LINES,VENTS,STREETS,ALLEYS, 1997 Park Lane PER SELECTED SPLIT SYSTEM MANUFACTURER INSTALLATION REQUIREMENTS FOR BEARING WALLS,NON—BEARING WALLS, 2 ROUTE CONDENSATE DRAIN TO HUB REQUIREMENTS.THIS INCLUDES VERIFYING THE MAXIMUM STRUCTURAL JOISTS,AND BEAMS.SEE STRUCTURAL PARKING LOTS,AND LOADING DOCKS. DRAIN IN RESTROOM,INSTALL PER Burlington,WA 98223 PERMISSIBLE LENGTH OF REFRIGERANT PIPING PER DRAWINGS FOR DETAILS. 2. EXHAUST MR OUTLETS SHALL BE DETAILS 4&6/M5.0 ph 360.707.5656 MANUFACTURER INSTALLATION REQUIREMENTS. LOCATED A MIN.OF 3'FROM OPERABLE 6. HOLE,NOTCH,OR OPENING SIZES ARE REQUIRED TO BE OF ®INSTALL HEAT RECOVERY BOXES AND coffman.com 3. REFRIGERANT PIPING ROUTING TO COMPLY WITH WASHINGTON SUFFICIENT SIZE TO ACCOMMODATE PIPING AND INSULATION. OPENINGS AND 10'FROM OUTSIDE AIR REFRIGERANT PIPING PER STATE MECHANICAL CODE REQUIREMENTS. INTAKES, MANUFACTURER'S RECOMMENDATIONS LASTING c eaavny l resu¢s l,eiereaships 7. PIPING TO BE ROUTED TO MINIMIZE PIPING ON THE ROOF 3. WERE MANUAL VOLUME DAMPERS ARE 4. ALL PENETRATIONS OF RATED WALLS,FLOOR/CEILING,AND AND MINIMIZE HORIZONTAL PIPING THROUGH A RESIDENTIAL LOCATED ABOVE HARD LID CEILING IN ©CONNECT OUTSIDE AIR DUCE TO FAN ROOF/CEILING ASSEMBLIES TO BE PROTECTED PER WASHING UNIT NOT SERVED BY THE ASSOCIATED SPLIT SYSTEM. INACCESSIBLE LOCATION,PROVIDE COIL,BALANCE TO 20 CFM STATE BUILDING CODE REQUIREMENTS. REMOTE OPERATED CABLE DAMPERS. ©PROVIDE RETURN AIR BOOT PER 4. INSTALL DUCTWORK,VOLUME DAMPERS, DETAIL 2/M5.0 AND DIFFUSER CONNECTION PER ©ROUTE REFRIGERANT TO CONDENSING '^ DETAILS 5&7/M5.0. UNIT LOCATED ON ROOF PER v REFRIGERANT PIPING NOTES Z M LLI CV �j Q rn Q U Q m a W } Z I F 1_7 L_g U) JO O f— ______.___ EA:865_-----------T------- --- —T---------I EA:865 F-- --------- j �/J ---------- O � 0 z EXIT w W Q 18z18 1 18 X - I 18z18 1 18 R -. 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OUTSIDE AIR INTAKE OPENINGS SHALL D ROUTE CONDENSATE DRAIN TO HUB ASSEMBLIES WITHOUT THE USE OF DROPPED SOFFITS. WASHINGTON STATE BUILDING CODE REQUIREMENTS FOR BE LOCATED A MIN. 10'SEPARATION DRAIN IN LEVEL 1 RESTROOM. ph 360.707.5656 OPENING SIZE AND LOCATION BASED ON SIZE OF MEMBER FROM EXHAUST AIR OUTLETS,LOT INSTALL PER DETAILS 4h6/M5.0 coffman.com 2. CONTRACTOR IS RESPONSIBLE FOR FINAL ROUTING OF PIPING PENETRATED.NOTE THERE ARE DIFFERENT OPENING LINES,VENTS,STREETS,ALLEYS, PER SELECTED SPUR SYSTEM MANUFACTURER INSTALLATION REQUIREMENTS FOR BEARING WALLS,NON-BEARING WALLS, PARKING LOTS,AND LOADING DOCKS. 2D PROVIDE MIN.MERV 4 FILTER AND LASTING creativity l results Irelatlonships REQUIREMENTS.THIS INCLUDES VERIFYING THE MAXIMUM STRUCTURAL JOISTS,AND BEAMS.SEE STRUCTURAL FILTER BOX BETWEEN DISCHARGE PERMISSIBLE LENGTH OF REFRIGERANT PIPING PER DRAWINGS FOR DETAILS. 2. EXHAUST AIR OUTLETS SHALL BE OF FAN AND GRILLE MANUFACTURER INSTALLATION REQUIREMENTS. LOCATED A MIN.OF 3'FROM OPERABLE 6. HOLE,NOTCH,OR OPENING SIZES ARE REQUIRED TO BE OF OPENINGS AND 10'FROM OUTSIDE AIR D ROUTE REFRIGERANT TO 3. REFRIGERANT PIPING ROUTING TO COMPLY WITH WASHINGTON SUFFICIENT SIZE TO ACCOMMODATE PIPING AND INSULATION. INTAKES. CONDENSING UNIT LOCATED ON STATE MECHANICAL CODE REQUIREMENTS. ROOF PER REFRIGERANT PIPING 7. PIPING TO BE ROUTED TO MINIMIZE PIPING ON THE ROOF 3. WERE MANUAL VOLUME DAMPERS ARE NOTES 4. ALL PENETRATIONS OF RATED WALLS,FLOOR/CEILING,AND AND MINIMIZE HORIZONTAL PIPING THROUGH A RESIDENTIAL LOCATED ABOVE HARD LID CEILING IN r n ROOF/CEILING ASSEMBLIES TO BE PROTECTED PER WASHING UNIT NOT SERVED BY THE ASSOCIATED SPLIT SYSTEM. INACCESSIBLE LOCATION,PROVIDE V STATE BUILDING CODE REQUIREMENTS. REMOTE OPERATED CABLE DAMPERS. Z 4. INSTALL DUCTWORK,VOLUME DAMPERS, M AND DIFFUSER CONNECTION PER DETAILS 5&7/M5.0. 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DESIGN INTENT IS ALL REFRIGERANT PIPING IS CONCEALED 5. ALL HOLES AND NOTCHES IN STRUCTURAL WOOD MEMBERS AM N G IN E R S AND ROUTED IN WALLS,FLOOR/CEILING,AND ROOF/CEILING TO COMPLY WITH STRUCTURAL REQUIREMENTS AND 1. OUTSIDE AIR INTAKE OPENINGS SHALL D ROUTE CONDENSATE DRAIN TO HUB 1997 Park Lane ASSEMBLIES WITHOUT THE USE OF DROPPED SOFFITS. WASHINGTON STATE BUILDING CODE REQUIREMENTS FOR BE LOCATED A MIN. 10'SEPARATION DRAIN IN LEVEL 1 RESTROOM. OPENING SIZE AND LOCATION BASED ON SIZE OF MEMBER FROM EXHAUST AIR OUTLETS,LOT INSTALL PER DETAILS 4&6/M5.0 Burlington,WA 98223 2. CONTRACTOR IS RESPONSIBLE FOR FINAL ROUTING OF PIPING PENETRATED.NOTE THERE ARE DIFFERENT OPENING LINES,VENTS,STREETS,ALLEYS, PER SELECTED SPLIT SYSTEM MANUFACTURER INSTALLATION REQUIREMENTS FOR BEARING WALLS,NON-BEARING WALLS, PARKING LOTS,AND LOADING DOCKS. D PROVIDE MIN.MERV 4 FILTER AND ph 360.707.5656 REQUIREMENTS.THIS INCLUDES VERIFYING THE MAXIMUM STRUCTURAL JOISTS,AND BEAMS.SEE STRUCTURAL FILTER BOX BETWEEN DISCHARGE coffman.com PERMISSIBLE LENGTH OF REFRIGERANT PIPING PER DRAWINGS FOR DETAILS. 2. EXHAUST AIR OUTLETS SHALL BE OF FAN AND GRILLE MANUFACTURER INSTALLATION REQUIREMENTS. LOCATED A MIN.OF 3'FROM OPERABLE LASTING creativity I—Its I relationships 6. HOLE,NOTCH, OPENING SIZES ARE REQUIRED TO BE OF D MOUNT CONDENSING UNIT TO ROOF 3. REFRIGERANT PIPING ROUTING TO COMPLY WITH WASHINGTON SUFFICIENT SIZEE TO ACCOMMODATE PIPING AND INSULATION. OPENINGS AND 70'FROM OUTSIDE AIR AT ALL FOUR CORNERS AS WELL STATE MECHANICAL CODE REQUIREMENTS. INTAKES. AS THE CENTER TO A SUPPORTING 7. PIPING TO BE ROUTED TO MINIMIZE PIPING ON THE ROOF 3. MOUNT CONDENSING UNITS A MIN.OF BASE,CONCRETE PAD,BASE RAILS, 4. ALL PENETRATIONS OF RATED WALLS,FLOOR CEILING,AND AND MINIMIZE HORIZONTAL PIPING THROUGH A RESIDENTIAL OR MOUNTING PLATFORM THAT IS ROOF CEILING ASSEMBLIES TO BE PROTECTED PER WASHING UNIT NOT SERVED BY THE ASSOCIATED SPLIT SYSTEM. 10'FROM ROOF EDGE OR PROVIDE ANCHORED TO THE BUILDING PER STATE BUILDING CODE REQUIREMENTS. FAIL PROTECTION. MANUFACTURER'S INSTALLATION INSTRUCTIONS. SUPPORTS MUST BE AT LEAST 4 INCHES WIDE AND 8 INCHES HIGH. PROVIDE ELASTOMERIC PADS BETWEEN UNIT z AND SUPPORT BASE FOR VIBRATION --- -- -__..._.------------------ — —.._._----- ISOLATION. M - --- --------------------------------------------------------- --- ------------ N ---- ---------------- ------------ <- -------------------------------- CC)11 x, Z � 0 0 O ? v) z o � _ W X -------------'--' GU-7 — —� CU-5 3 CU-1 CU-2 CU-3 � CU-8 I ' r---- ---------- Revisions -------------------- r r _______________________� r_____________________________� �____________________________-i �______________________________---------------------- ----------------------------------------- ---------------------------------------------------------------- ® ROOF MECHANICAL PLAN Registration x. ---------------1 1 DATE SIGNED: 11/1/18 STUDIO STUDIO I STUDIO 1 STUDIO I STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO 301 0 303 i 305 9 307 i 309 0 311 313 a 315 317 319 ❑ o ❑ I--SEE ❑ p 0 ❑ —SEE ❑ O O ❑ ❑ o O ❑ ❑ o o ❑ Key Plan ( PARTIAL I PARTIAL i ENLARGED I ENLARGED <1 1 PLAN(S) al I PLAN(S) FN-3 --- ii W.0 ;I M4A L-10 Fc-„ , Plan Review ------------ — o - ' ' - o -o ' By SAFEBUilt --- ——----------100 BYB SSG FC-70 i 40 0 0 r____ � � ____r r____ � 0 ____i r____ 0 0 � _ � 0 i ;beet Title _ ❑ ❑ ' _-" ❑ ❑ ❑ ❑ ❑ ❑ ❑ LEVEL3 MECHANICAL STUDIO STUDIO STUDIO DIO STUDIO STUDIO STUDIO I P STUDIO STUDIO 4 " �Dg FLOOR PLAN : : 300❑ 0 0 11302 ' 304❑ 0 0 IT6 308❑ 0 0 11310 312❑ 0 0 11314 316❑ 0 e o 0 0 0 0 0 0 0 0 Scale: AS NOTED CEI Project No: 181368 1 I-PAARTIAL Date: 11/01/18 -------------J ENLARGED Designed: BN PLANS) Drawn: BN 3 Checked: CG ® LEVEL 3 — MECHANICAL PLAN sheet Number ACOFFMAN AMNIGINEERS 1997 Park Lane GENERAL NOTES: Burlington,WA98223 ph 360.707,5656 1. OUTSIDE AIR INTAKE OPENINGS SHALL coffman.com BE LOCATED A MIN. 10'SEPARATION FROM EXHAUST AIR OUTLETS,LOT LASTING c,eeawrylresmislrelauossro�s LINES,VENTS,STREETS,ALLEYS, PARKING LOTS,AND LOADING DOCKS. 2. EXHAUST AIR OUTLETS SHALL BE LOCATED A MIN,OF 3'FROM OPERABLE OPENINGS AND 10'FROM OUTSIDE AIR INTAKES. f n V Z CnQwN 0— J_ > 00 ' 0 CU J m a 3;: PROVIDE WINDOW VENT PROVIDE 6'SENO Uj > Z PER ARCHITECTURAL SFZC OR EQUAL U) J O PROVIDE WINDOW VENT- PROVIDE 6"SEIHO DRAWINGS AND IMC PROVIDE 4"SEIHO p PER ARCHITECTURAL SFZC OR EQUAL SFZC OR EQUAL \�' 0 DRAWINGS AND IMC PROVIDE 4'SEND - — -- -- O U) Z PROVIDE WINDOW VENT PROVIDE 6"SEIHO SFZC OR EQUAL Q cl' J PER ARCHITECTURAL SFZC OR EQUAL 1 -_--..� 0 DRAWINGS AND IMC:�, PROVIDE 4"SEIHO ! w W Q SFZC OR EQUAL ! V/ l CONNECT 6"DUGT TO TOP OF RANGE HOOD I - CONNECT 6"DUCT TO - CONNECT 6"DUCT TO CONNECT 6"DUCT TO Revisions TOP OF RANGE HOOD TOP OF RANGE HOOD TOP OF RANGE HOOD I CONNECT 4'DUCT TO BACK to CONNECT 4"DUCT TO BACK _ CONNECT 4"DUCT TO BACK OF DRYER,ROUTE PER OF DRYER,ROUTE PER OF DRYER,ROUTE PER MANUFACTURER'S MANUFACTURER'S ll MANUFACTURER'S — INSTRUCTIONS INSTRUCTIONS INSTRUCTIONS I I I I I I I 1 I I I i FN FN- FN- I I — I L--- O L---- O O Fq Registration H• TYP. UNIT A MECHANICAL PLAN 2 TYP. UNIT B MECHANICAL PLAN 3 TYP. UNIT C MECHANICAL PLAN M4.0 SCALE:1/4"=1'-O" M4.0 SCALE:1/4"=1'-0" M4.0 SCALE:1/4"=1'-O" mF1L, DATE SIGNED: 11/1/2016 Key Plan Plan Review Cy SAFEBuilt Sheet Title MECHANICAL UNIT PLANS Scale: AS NOTED CEI Project No 181368 Dote: 11 9 18 Designed: BN Drawn: BN Checked: CG Sheet Number M4.0 ACOFFMAN N G I N E E R S 1997 Park Lane L FROM AIR VENT FILL PORT Burlington,WA 98223 HANDLING UNIT OR h 360.707.5656 AIR CONDITIONER L P DRAIN PAN 2'MINIMUM SUPPORT DUCT BOOT coffman.com CONNECTION—,,` FROM STRUCTURE WITH STRAPS OR HANGERS LASTING creativity I results I relationships A" LINE OF SIGHT SEE NOTE 3 -- NOISE PATH FLEX. CONN. INSULATION(TYPICAL) (TYP,) THREADED ROD LINED SA. TO STRUCT.ABOVE SEE NOTE 4 PLENUM (TYP.) 1 1 CEILING ^�SEISMIC RESTRAINT. r f1 Q w N i/2'FIBER FREE V J RETURN AIR GRILLE W SOUNDLIBNC N SHOEMAKER BOOT OR (� ) J > 00 EQUAL O U Q NOTES: M 1. DRAIN LINE SHALL BE INSULATED. ' J W 2. DRAIN LINE SIZE SHALL BE EQUIPMENT MANUFACTURER'S S� R.A. DUCT NOTES: W > Z MINIMUM DRAIN PAN CONNECTION SIZE BUT NOT LESS J O THAN 1"DIAMETER. 1.RETURN AIR BOOT SHALL BE CONSTRUCTED OF SHEET 3. TRAP DEPTH DIMENSION"A"SHALL BE THE MAXIMUM S.A. DUCT FAN COIL UNIT LINED R.A. PLENUM METAL W/1/2'FIVER FREE SOUND UNING. 0 POSSIBLE NEGATIVE PRESSURE IN THE UNIT AT THE LIQUID&SUCTION 2.INSIDE OF BOOT SHALL BE PAINTED FIAT BLACK. O L z DRAIN OUTLET(IN INCHES W.G.2 PLUS ONE INCH.IF REFRIGERANT LINES TO PRIMARY CONDENSATE DRAINS. THE PRESSURE IS POSITIVE,"A SHALL BE ONE INCH. BC CONTROLLER DO T OBSTRUCT FILTER 3.DIMENSION �"W"IS EQUAL TO GRILLE WIDTH. O _j ACCESS4. TRAP DEPTH DIMENSION"B"SHALL BE HALF OF"A" w PLUS ONE INCH IF OUTLET IS UNDER NEGATIVE 4.DIMENSION"L"SHALL BE SUFFICIENT TO PREVENT"UNE PRESSURE.IF THE PRESSURE IS POSITIVE,"B"SHALL OF SIGHT'NOISE PATH OR 2'-0"MIN. BE THE MAXIMUM POSSIBLE PRESSURE(IN INCHES W.G.) PLUS TWO INCHES. c G CONDENSATE DRAIN ON FAN 8 NOT USED 6 COIL TRAP DETAIL 4 SPLIT INDOOR FAN COIL DETAIL 2 RETURN GRILLE WITH BOOT DETAIL Fevisions M5.0 SCALE:NTS M5.0 SCALE:NTS M5.0 SCALE:NTS M5.0 SCALE:NITS DIFFUSER NECK SIZE ---TRUNK DUCT 1/2 DIFFUSER NECK SIZE ALL SIDES AIRFLOW SQUARE OR ROUND DIFFUSER NECK. A. �'—(3)ACCEPTABLE ROUND DUCT TAKE—OFFS DIFFUSER BOOT W/ CONICAL SPIN—IN ACOUSTIC LINING MIN.2"LARGER -- ----- ------- ( ) �PROVIDE A VOLUME DAMPER FOR EVERY DIFFUSER AND FLEXIBLE DUCT SEE DIFFUSER GRILLE.LOCATE DAMPER AS PLANS OR DIFFUSER FAR AS PRACTICAL,AND SCHEDULE FOR SIZES. WITH NOT LESS THAN 6 --. ..._.. SEE SPECIFICATIONS LINEAR FEET OF DUCT, FOR MAXIMUM LENGTH AN FROM DIFFUSER OR GRILLE. DIFFUSER OR GRILLE LOCATE DAMPERS ON Registration DIFFUSER BOOT W/ (TYP).REFER TO RECORD DRAWINGS AND PROVIDE i 4"BEAD PERFORATED PLATE OR ACCEPTABLE CONNECTION COORDINATE WITH AIR T3 / EXPANDED METAL 64% 1"ACOUSTIC LINING DETAILS BALANCER CT AROUND COLLAR FOR CLAMP CATCH FREE AREA DIMENSION TO SUIT CEILING PLENUM. 3 FOOT MINIMUM,6 FOOT MINIMUM TO BE DUCT MAXIMUM LENGTH AND 130' CONNECTION SIZE+2". MAXIMUM CUMULATIVE 4' 1581 CHANGE OF DIRECTION FOR �`NLTsira� FLEX DUCT.PROVIDE AT (Iwt LEAST 97 CHANGE OF NOT LESS THAN ONE DIRECTION WHERE POSSIBLE DATE SIGNED: 11/1 2-01 1 1 .Lt EACH FLEX DUCT GER R FOR CONSIDERATION CEILING Key Plan SMACNA APPROVED CLAMP DIFFUSER NOTE: NOTE: ELEVATION 1. DO NOT USE FLEXIBLE DUCT IF NOT INDICATED ON PLANS.PROVIDE SHEETMETAL DUCT,RECTANGULAR IF FLEXIBLE DUCT TO DIFFUSERS SHALL NOT BE USED ABOVE NEEDED FOR SPACE CONSTRAINTS. NON—REMOVABLE HARD CEILINGS.USE RIGID DUCT CONNECTIONS. 7i�" CONNECTING DUCT FOR Plan R2vil By SAF�Buit DIFFUSER CONNECTION DETAIL 5 DIFFUSERS AND GRILLES DETAIL 3 NOT USED NOT USED M5.0 SCALE:NTS M5.0 SCALE:NTS M5.0 SCALE:NITS M5.0 SCALE:NTS Sheet Title MECHANICAL DETAILS Scale: AS NOTED CEI Project No: 181368 Date: 11 01/18 Designed: BIN _ Drawn: BIN Checked: CG Sheet Number M5.0 JEl Jamot Engineering,Inc. P.O.Boa 704 Monroe,WA 98272 Ph.(360)863.1831 Fax(360)863.1481 f � w 40� 196'-5' REVISION BY 09/25/2018 FTJ 28'-2' 21'-I' 5'-4' 22'-3' 10A9-2018 FCJ HDU4 14 4 HDU4 01.14 HDU4 HDU4 //� HDU4 HDU4 //-\HDU4 HDU4 HDI 14 1-101.14 BtHDI@ 32 HDU4 I@ 12'Il4• I I n: I I -4'CONC SLAB W/ 2 4 I I I I I FIBERMESH REINFORCEMENT OVER 2'SAND OVER 48 0! 48 48 6 MIL VAPOR BARRIER I I O OVER 4'COMPACTED FREE DRAINING ROCK\ (TYP) 4 f m 10 I I I I 7 I L 9 48 I ( STHD 1 LJ II IIF3�p :. HDU4 20'_6. 13'_4' 161_S. 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P.O.Box 704 Monroe,WA 98272 Ph.(360)863.1831 28'-2' 21'-I' $'-4'. 22'-3' b'-O' Fax(360)863.1481 HDU4--- HDU4 HDU4 HDU4 HDU4 STHDIO HDU4 32 32 11•. -sham, ————— — ———— J --- L — — s� -------- - ---=--1_ --- ��- ---- 2- 1 � ---- - y �g L - - ---J i— -----� - V-2 1/2' m E. 3• I t�' R 03q ,"S 1 _ b'-I 1/2' 12'-1 1/2' I _ a I I I 1 I I48 � REVISION BY 4'CCNC SLAB W/ � O18 D I I I •➢ P15ERMESH REINFORCEMENT 10.093018 Flj —— ———— J - OVER 2'SAND OVER } I I m I I °� 6 MIL VAPOR BARRIER -4'CONIC SLAB W/ - r———— — I I I FREE DRA 41 INING ROCK) I) FIBERMESH REINFORCEMENT I I (TYP) OVER 2'SAND OVER v 6 MIL VAPOR BARRIEROVER 4' CTED m 4 I I I I I FREEE)DRAININGAROCK) r 10 t_ I I 1 SIMILAR I I 48i j LJ - I e 9 I STHDIO -b. -I L F3IDr1- — STHDIO I I 1&'-8 1/2' 20'-6' IV-4' 16'-8' I- IJ`4'CONC SLAB W/ L -I .I FIBERMESH REINFORCEMENT C 27,ro r --_- -_-FIS, F1.0 FlID Pilor----- Fez OVER V SAND OVER 6 MIL VAPOR BARRIER m I r--- -----� r----------� r----------� 1 a OVER C --—.J I FREE DRAINING NGROCK V 1 I I I I I -� 4 TI I -- -- - ----i----- -- _ I - - I-- -- - I-- - --i _+ I I I I 1 I I I I i I = _ �_-____--__-J L__________-J L----------J L--------__J. 1—-----------J RECESS WALL. 3 AT ELEVATOR PIT TO ACCEPT SLAB ( !ice 12'-11 1/2' 9'-3 1/2' `4'CONC SLAB W/ r FII.0X6.0 PIMEPoMESH REINFORCEMENT FII.0X6.0 FII.0X6.0 OVER 2'SAND OVER 1— —— 6 MIL VAPOR BARRIER OVER 4'COMPACTED 48 I I I FREE DRAINING ROCK e i I I I (TYP) �22'-3• i_- -- - - -- r--!------- -L -� x o 1-4 ---F-4 1 I E4O {L- - —— —— _— i---�1-� I I sz I �_ i--1 -- O _ Q HDU4 J! + .... ._ + DU4 1 + J L _ __J I/2' II I/2' L-- --J W O 5'-10 1/4' 6'-O 3/4' 6'-0 3/4' W �, HDU4 HDU4 HDU4 HDU4 HDU4 HDU4 ^J r^r By SAFEBuilt SPREAD FOOTING SCHEDULE MARK DIMENSIONS REINFORCEMENT ' DRAWN: FCJ F3.0 V-0'x 3'-0'x 10'DP (3)•4 EW NOTE. 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DATE, -05/10/18 SCALE: 1/8"-1fTr LEGEND/NOTES; JOB NO. 18-01-100 NOTE: SHEARWALL TYPE PER SCHEDULE ON SHT.5-10 DIMENSIONS T WITH THOSESHALL RON THE IFY L SHEET (� j ALL HEADERS TO BE 4%IO DF2,U.N.O. ARCHITECTURAL PLANS. 4 N V I O OF II SHEETS JE1 Jarnot Engineering,Inc. P.O.Box 704 Monroe,WA 98272 Ph,(360)863.1831 Fax(360)863.1481 / L0� � REVISION BY 10-09-2018 F13 IA IA IA IA IA IA El IE IA IA IA IA IA IA IA IA IA IA IA A G 7 G3 G3 I ;63 63 ;63 63) 63 63 G3 63 G3 G3) )FEE] G3 I 63 63 63 IA IA Lj Lj IA _IA A IA Lj IA IA G3 �63 El: G3 G3 G3 63 G3 G3 63 G3 G3 G3 IA i IA IA IA IA I p- jiIA IA IA IA IA IA IA IA IA IA IA IA IA' lA O JL— O z C7 W N Plan Review DRAWN, Fr, By SAFEBU01-. CHECKED: DATE: 05/10/18 `9. SCALE: 1/8"-1FT LEGEND/NOTES: JOB NO. 1a01.100 Q SHEARWALL TYPE PER SCHEDULE ON SHT.6-10 NOT CONTRACTOR.SHALL VERIFY ALL SHEET DIMENSIONS WITH THOSE ON THE � (`1 r ALL HEADERS TO BE 4AO DF2,UN.O. ARCHITECTURAL PLANS. v\J NO OF II SHEETS JE1 Jarnot Engineering,Inc. 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HEADER TRIM STUDS 2-2X4®2ND FOR CLARITY. PF+� FLOOR 3-2X4®FIRST FLOOR. REFER TO SHEET 5-4. n/ NOTE: Q EXTERIOR WALL HEADER TRIM STUDS 2-2X6 p 2ND/3R P4 FLOORS,3-2X6®FIRST FLOOR PROVIDE MINIMUM 3-2X6®ALL GIRDER TRUSSES TO GROUND UNCO. C7 W cZv v q DRAvvN: FFJ . 3A EB CHECKED: DATE: 05/31/18 'E SCALE: 1/8"-1FF eu LEGEND/NOTES: NOTE: JOB NO. 18101400 CONTRACTOR SHALL VERIFY ALL .8 SHEET .. ALL HEADERS TO BE 4xIO DF2,UN-O. DIMENSIONS WITH THOSE ON THE W (-'1 ARCHITECTURAL PLANS. J N O OF 11 SHEETS JEl Jarnot Engineering,Inc. P.O.Box 704 Monroe,WA 98272 Ph.(360)8634831 Fax(360)863.1481 Iy✓ � 41 14 REVISION BY IN9,2018 Fri RIM RIM � a 'o LOAD-BE RING WALL w LOAD-BE RING WALL w LOAD-BE ING WALL LOAD-BE ING WALL 13 U! 2X m I('oo HALLWAY HEADER 0 HALLWAY HEADER 2X6�I 'oc HALLWAY HEADER m 6 2X6®IS'— HALLWAY HEAD R TYP. 4X8 DF2 TYP. 0 4X8 DF2 TYP. TYP.- 4X8 DF2 TYP. TYP. 4X8 DF2 TYP. LOAD-BEARING WALL .p LOAD-BEARING WALL LOAD-BEARING WALL 0 LOAD-BEARING WALL 0 � � S ® 4XIC DF2 .9 `fl IM 3-1/2X 6 P H O z c� NOTE: INTERIOR PARTITION AND LOAD-BEARING WALLS /--i 2X4 HR2 -1 HEADER TRIM STUDS 2-2X4 0 2ND FLOOR,32X4 X4-FIRST FLOOR. NOTE: rr�' r T EXTERIOR WALL HEADER TRIM STUDS 2-2X6®2ND/3R pT 1-'-4 FLOORS,3-2X6 0 FIRST FLOOR. PROVIDE MINIMUM I-�I 3-2X6 m ALL GIRDER TRUSSES TO GROUND UN.O. O O V DRAWN: FTJ Lo.�� ,S P LI B u d dl t CHECKED: DATE: 05/10/18 SCALE: 1/8"-IFT en LEGEND NOTES: NOTE JOB NO. 1801400 CONTRACTOR SHALL VERIFY ALL .9 SHEET DIMENSIONS WITH THOSE ON THE W ['1(1 ALL HEADERS TO BE 4x10 DF2,U.N.O. ARCHITECTURAL PLANS. V\8 SHEETS JE1 Jarnot Engineering,Inc. P.O.Box 704 Monroe,WA 98272 Ph.(360)863.1831 Fax(300)863.1481 REVISION BY 10,09,2018 FrI 10.11,2018 FT) _ — . ._I u u J�I u LOAD-BE RING WALL LOAD- RING WALL LOAD-BE ING WALL .LOAD-BE ING WALL w � w w 2Xb®Ib'oc �.HALLW Y HE PER HALLWAY HEADER �,J 2Xb Ib'Oc HALLWAY HEADER K TM6P,s I 'oc HALLWAY 2 t,H�EAD TYP. 4X8 DF TYP. 4X8 DF2 TYP. N TYP. 4X8 DF2 TYP. 0 LOAD-BEARI u LOAD-BEARING WALL u LOAD-BEARING WALL -BEARING WALL 9 P N .-..... - - ----_- -_-_.-... __.........! _......-_ - H NOTE: NOTE: INTERIOR PARTITION AND LOAD-BEARING WALLS STUDS SHALL BE CONTINUOUS TO TOP OF PARAPET. 2X4 HF2•Ib'oc. HEADER TRIM STUDS 2-2X4•2ND 1-3/4XII-1/8 LVL LEDGER-(3)S'LEDGERLOKS TO FLOOR 3-2X4®FIRST FLOOR EACH STUD. a NOTE: EXTERIOR WALL HEADER TRIM STUDS 2-2Xb a 2ND/3 FLOORS,3-2Xb•FIRST FLOOR PROVIDE MINIMUM rLT 3-2Xb ALL GIRDER.TRUSSES TO GROUND UN.O. 1�1 w O11 Q � w Z O � � Q Plan Review' DRAWN: F BV SAFEPOIIi .' CHECKED: LEGEND/NOTES: DATE: osiiohE SO ALL HEADERS TO BE 4x10 DF2,UN.O. NOTE:NOTE: JOB N01 ' _ N 1 1 O. 1&-01-]00 CONTRACTOR SHALL VERIFY ALL SHEET DIMENSIONS WITH THOSE ON THE ['1(1 ARCHITECTURAL PLANS. J 9 OOF II SHEETS MST60 CTR ON CAP SPLICE OVER POST TYP. DTL 2/610 E I DIAPHRAGM PHAGM AND SHEARWALL SCHEDULE FFDTL 2/ 10 STRUCTURAL NOTES T HEM-FIR FRAMING J DESIGN CRITERIA TYPE SHEATHING STUD` EDGE FIELD PLATE BLOCK 3x STUDS AT A35/1-PT4 CAPACITY 20M 115C SPACIN NAILING NAILING NAILING EDGES PANEL EDGES SPACING PLIF WIND 85 MPH,EXPOSURE B,Kzl•100 jarnot Engineering,Inc. O O O • SEISMIC DESIGN CATEGORY D,SITE CLASS D P.O.Box 704 • F A 0d 6" 10d®12' N/A N/A I /26 O O O FLOOR LIVE LOAD•40 PSFFLOOR DEAD LOAD 10PSF.15F'SP(1-1/2'LW CONCRETE? Monroe,WA 98272 ROOF: 1/16'APA ad m 6' ad 9 12" N/A NO N/A 145/205 ; ; ROOF SNOW LOAD•25 PSF Ph.(360)8631831 1/4' i 1/4' i Fax(360)863-1481 WA IA 1/16'APA 16'oc 8d ®io' I 8d 0 12' 16d ®6` YES 50 48'o.c. 230(SEISMIC) ' GENERAL WALL 2A 1/16'APA Iio'oc 8d ID4' led 017" 16d 5" 'YES ) 24'o.c. 335(SEISMIC) HS88x8x5/ib•COLUMN i HSSBxax5/I6�COLUMN PER PLAN 1 PER PLAN ' 1. CONTRACTOR$HALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING PRIOR TO WALL3A "I/16'APA 16'oc 8d g 3" ad ® 12` Ibd a 35° TES 16'O.C. 430(SEISMIC) COMPLETION of ALL STRUCTURAL ELEMENTS. A 71/16'APA I/o'oc 8d a 2" 8d is 12, 16de 3' YES 12"oz. 565(SEISMIC) WALL GI 1/2'GWB 16'oc .086 x 1-5/8 SCREWS®7'16d a 8" YES NO(5) NONE 125 2. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS,ELEVATIONS AND S` (INSTALL AT IST LAYER GWBJ I I �/4' DIMENSIONS BEFORE COMMENCING WORK THE ENGINEER$HALL BE NOTIFIED WALL G3 5/8'GWB I&'oc OS2 x 1-1/8 SCREWS 6 1' 16d ®8' YES NO(5) NONE 145 4'CON(.BAG. (2)5/8'x 12 J-BOLTS /— /- IMMEDIATELY UPON DISCOVERY OF ANY DISCREPENGIES. �.. /// / OR 5/8'x 0'TITEN HD. (INSTALL AT IST LAYER GWB) CONCRETE Sx8x5/16 H58 COLUMN NOTCJ. A A C 1. f'c•2500 P MINIMUM.PSI AT 28-DAYS,5 SACKS OF CEMENT PER YARD MAXIMUM 1. NAILS$HALL.BE COMMON OR HOT DIPPED GALVANIZED BOX.STAGGER NAILING.AT PLYWOOD JOINTS AND SILL PLATER. - a SLUMP SHALL BE 5'. 2. ANCHOR DOLTS SHALL BE 5/8'DIAMETER AT BPAGING$MARKED ON FOUNDATION PLAN MARKED AS THUS 3/4'NONSHRINK GROUTO � 2. REINFORCING STEEL A$TM A-615,GRADE 60 UNLESS OTHERWISE NOTED.DETAIL, ASP"— 3. PLACE ANCHOR BOLTS WITHIN 12'Or END BUT NOT LESS THAN T BOLT DIAMETERS.USE 3'x3'x22S'GALVANIZED PLATE WASHER R PL 3/4'x 10'x 14' FABRICATE AND PLACE IN ACCORDANCE WITH THE LATEST EDITION OF A.C.I.'MANUAL f 4. 3/8'OR 15/32'APA RATED SHEATHING MAY BE SUBSTITUTED FORT/I6•SHEATHING FOR WALLS ONLY. - OF STANDARD PRACTICE'. SECTION A-A 0 END WALL 3. CONCRETE COVER ON REINFORCING STEEL.(CLEAR DIMENSIONSA 5. HOLDOWNS REQUIRE DOUBLE STUD U.ON. SCALE:N.T.S. REVISION BY. FORMED SURFACES EXPOSED TO EARTH OR WEATHER 2' 6. ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE BE LESS THAN A 3x MEMBER CAST AGAINST SOIL•3' OR DBL 2x NAILED TOGETHER W/10d TO MATCH EDGE NAIL SPACING. FOUNDATION SILL PLATES SHALL NOT BE LES$THAN REINFORCEMENT PER PLAN PER PLAN 4. LAP ALL FIELD SPLICES 32 BAR DIAMETERS,16'MINIMUM,UNLESS OTHERWISE NOTED. A SINGLE 3x PLATE WHERE NOTED ON FOUNDATION PLAN. PLYWOOD JOINT AND SILL PLATE NAILING 814ALL STAGGERED. _ 1/4, PROVIDE CORNER BARS AT ALL CORNERS OR WALL INTERSECTIONS.- (4)5/6'x 12'J-BOLTS 5. PROVIDE.%BARS IN FOUNDATION WALLS AT 18'oc.HORIZONTAL AND VERTICAL OR 5/0'x 8'TITEN HD. UNLESS OTHERWISE NOTED.PLACE THE TOP HORIZONTAL.BAR ABOVE THE HOOK Or -� STEEL COLUMN CONNECTIONS 8x8x5/16'H88 COLUMN THE ANCHOR BOLTS.WHERE FOUNDATION VENTS.INTERRUPT THE TOP BAR ADD(D•4 S10 NTS ` UNDER THE VENT WITH 24•LAP EACH SIDE. 6. REINFORCE AROUND WALL AND SLAB OPENING$WITH ONE EXTRA 5 x 4'-0'LONG _ O DIAGONAL BAR AT EACH CORNER SIMPSON H-I PL 3/4'x14'x 14' 1 5/8'DIAMETER ANCHOR BOLTS PER PLAN,48'.o4.MAXIMUM SPACING WITH T'' e 24'oc EDGE NAILING PER 1-1/2'. EMBEDMENT,UNLESS OTHERWISE NOTED. A35 PER LOWER LEVEL SHEARWALL SCHEDULE S. ALL REINFORCING BARS,ANCHOR BOLTS,HONDOWNS AND OTHER CONCRETE SHEARWALL TABLE IF SHEARWALL PER PLAN SECTION A-A INSERTS SHALL BE SECURED IN POSITION PRIOR TO PLACING CONCRETE. SHEATHING NOT �� SCALE:N.T.S. - LAPPED CN RIM JOIST Ibd PLATE NAILING PER % EPDXY ADHESIVE$HALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.DUST OR COMMON PLATE UPPER LEVEL SHEARWALL AND DEBRIS SHALL BE REMOVED FROM HOLES DRILLED IN CONCRETE.HOLDOWN TABLE IF SHEATHING NOT LAPPED ON RIM JOIST OR I'_3• ANCHORS SHALL NOT BE TIGHTENED UNTIL EPDXY HAS CURED. COMMON PLATE. 10 1/51 RIM JOIST OR BLK'G 3' ���' Sol TN m 6'00 S, 1. ALL SOLID LUMBER TO BE DOUG-FIR NO.2 OR BETTER UNLESS OTHERWISE NOTED. SHEARWALL PER PLAN LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER WAHLL BE PRESSURE TREATED. A35 PER LOWER LEVEL - PL 1' PL GONC..SDG. 2, PROVIDE WASHERS FOR ALL BOLTS BEARING ON WOOD.. SHEARWALL TABLE IF SHEARWALL PER PLAN SHEATHING NOT v I/4' 3. ALL NAILS SHALL BE COMMON WIRE NAILS,UNLESS EXP08ED TO THE WEATHER,THEN LAPPED CN RIM JOIST 16d PLATE NAILING PER USE BOX NAILS HOT DIPPED GALVANIZED. - OR COMMON PLATE UPPER LEVEL SHEARWALL - TABLE IF SHEATHING NOT I'DIA THRU 4. NAILING MINIMUM SHALL COMPLY WITH IBC TABLE 2304.S.1 UNLESS OTHERWISE NOTED. LAPPED ON RIM JOIST OR BOLT TYP COMMON PLATE m . LPL 'XI2-I/2'XI5' 5. METAL CONNECTORS PER SIMPSON STRONG-TIE COMPANY,INC.OR EQUAL.INSTALL RIM JOIST OR BLK'G CAP PER MANUFACTURER'S RECOMMENDATIONS AND AS NOTED ON PLANE. Sd TN•6'oo 6. GLU-LAMINATED LUMBER SHALL BE 24F-V4(OR V3)FOR SINGLE$PAN BEAMS MULTI-SPAN.BEAMS SHALL BE 24F-V8,UNLESS OTHERWISE NOTED. SHEARWALL PER PLAN 10• 24 TYR - Y2)P4 CONT 10 1/8• " 1 MANUFACTURED FLOOR SYSTEMS$HALL BE INSTALLED PER THE MANUFACTURER'$ SHEAR TRANSFER DETAIL 3 I I STANDARDS AND DETAILS. 8. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETARDANT TREATED WOOD SHALL BE OF NOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE \\ r3--'� THICKENED SLAB FTG TYP. OR COPPER EXCEPTION:1/2'DIAMETER OR GREATER STEEL BOLTS m `PL PL NTS SOILS AND FOUNDATION � Q� ANCHOR BOLTS I/4' PER PLAN 1. FOUNDATION AND WALL AREAS SHALL HAVE ALL EXISTING UNSUITABLE FILL O W MATERIALS REMOVED AND BE EXCAVATED DOWN TO SUITABLE UNDISTURBED U 7 I'DIA THRU NATIVE SOILS 1--1 m BOLT TYR 121-6' _ PL j'X12-I/2•XI0• 2. FOOTINGS$HALL BEAR ON UNDISTURBED NATIVE SOIL OR PROPERLY COMPACTED 4'-0'MIN SPLICE MST2T NAILED TO MFGS SPEC. END CAP STRUCTURAL FILL.ASSUMED BEARING CAPACITY 2000 PSF. ' �-{-N MAY BE SUBSTITUTED. CENTER 3. A 12'THICK FREE DRAINING GRANULAR MATERIAL$HALL BE INSTALLED AT SPLICE MIN. Z POST CAPS BEHIND BACKFILLED WALLS. *116)Ibd NAILS,STAG. 16d NAILS PER IBC MIN. r S10 NTS O CE OF STRAP... - DEL TOP PLATE O Z SIMPSON MST2 SHEATH WALL Z l ' '7 WITH SHEARWALL NAIL PER MSG SPEC. TYPE PER PLAN (OPTION,INSTALL ON TOP( � ;. BLOCK t EDGE -. STUDS PER WINDOW HEADER NAIL 2STUD PLAN 2x6 PT SILL PLATE w/1/2'x 10'AI3 BAYS MIN W O - • • PER PLAN.T'MIN EMBED w/ • DBL TOP PLATE 3'x3'x022S'WASHERS MIN 2 EA C4)SIMPSON BEAM - 2x6 STUD WALL-I6'oc LSTA24 STRAPS PC 1 w/IN 12'EA END �x BOLT PER TOP PLATE SPLICE DIA MIN FROM.ENDS N.T.S 4'CONCRETE SAG. 2'x24'STYRENE INSULATION f-+ \STUDS PER BOARD R-10 O PLAN 5-I f�W-I ¢OF SPLICE SIDEWALK WINDOW SIMPSON MSTYI NAILED ON TOP.TO W MFG'S SPECS WHERE TOP PLATE IS NOT TOP PLATE SPLICE AT BEAM (WHERE OCCURS) CONTINUOUS OVER HEADER N.Ts - - �(OPTIONq INSTALL ON SIDE Cf HEADER) � 4'MIN GRAVEL FILL i0 DRAWN: F`Q HEADER DBL TOP PLATE -4•18'o.c.HORIZ 4•DIA FTG DRAIN :. I TOP 4 1 50T OF WALL CHECKED: AS REQ'D PER SITE 8' NOTE:USE ADDITIONAL "4 a 48•oa.VERT STRAP(S)IF HEADER OR SILL n p p DATE: OS/10/18 TRIM 2'_0, (2)-4 CONT PLATE IS DISCONTINUOUS DUE .Plan Review SCALE: AS SHOWN STUDS STUDS PER TO MULTIPLE WINDOWS. By SAFEBu)lt JOB NO. INN-100 PLAN 4 TYP FOOTING @ EXTERIOR WALL SHEET SCALE:NO SCALE 5. REINFORCED OPENING TOP PLATE/HEADER CONN. S10 S10 NTS v 1 N.T.S OF 1i StIFFTS o b'-m JE1 6'_m• F11.0X6.(d Jamot Engineering,Inc. -- ——— — — ———— -P0.Box704 Mon.roe,WA 98272 Ph.(360)863.1831 Fax(360)863.1481 - _ I TRIPLE DRAG-STRUT PER ' I OUTLINE OF SHEARWALL FOOTING PLAN WSW-TOW24KT EACH WSW TO DRAG-STRUT II'-o" x 6'-0' x 30' DP •5 m 6'oc T45 EW 03 STIRRUPS I �` BOTH DIRECTIONS I (4)#'x6'HEAVY DUTY SCREWS EACH WSW TO 57 \ DRAG-STRUTQ 9 I L O�'-1 INSTALL NOTE: E9 SHEARWALL6 PER 1/2' SPECIFICATIONS.REFERENCE SHEETS PER PLAN-J'SHIM WA/4' WSWXX. REVISION BY BEAD X 12'ZIG-ZAG-LIQUID 09/25/2018 FT) _ NAILS TYP. 09/26/2018 FI') 0 ww4 ——— —— I SIMI-SON HEARWALLS " }'SHII`1 BETWEEN.4'BEAD I 13/4' 1P09.2018 FI) .LIQUID NAILS-IY.ZIG-ZAG. ._...._....._ ..---_.. .__:__ ... .... 13/4' -- — --I —— -—— —— ° 111/2' (61' DIA PABH8 - CLEARANCE IN FDN WALL FRONT FACE Or _I 13,a. 1s, IS' MBED TO II'X6'X3(D°'FOOTINCs,CAST-IN-PLACE SHEARWALL ELEVATION FRONT FACE OF CORBEL FTG SHEARWALL FOOTING - I m p. TYPICAL PLAN VIEW 50 I Q I 8' I— - FOUNDATION PLAN �J WSW SHEARWALL DETAILS S I I NTS REGE88 WALL 4'GONG. 4'CONC. 2 1/2'FURRING O AT ELEVATOR PIT SLAB ON GRADE SLAB ON GRADE J` 4. 4 I- I •4•Im':O.C.HORIZ +4 m IO'O.C.HORIZ. I • wp•Ib'O.O. •4•16'or_.---, O W 9 a I:: VERT. - p VERT. - '� H —FOOTING/FOUNDATION-WALL -L-° _ BEYOND(DO NOT SCALE) f- 1 g_g• I I 1'-3 1/2' w WATERSTOP q -- -J WATERSTOP WATERSTOP w O WATERSTOP 8. 6 • L n LJ Q ~�; SUMP 8'TYP. •. • -4•12'O.C.E.W. -4•12'O.G.EI I - .SUMP I tI \/ -I --,--4•12'O.G.E.W.TYP. 8'TYP. I • • ��x4 a 12'O.C.E.W.TYP. --J __----------J L---------- NOTE• ALL EXTERIOR SURFACES SHALL BE COATED WITH ARCHITECT-APPROVED BITUMINOUS WATERPROOFING COMPOUND PRIOR TO DRAWN: FI] - BACKFILLING SOIL. DATE: 05/10/18 2 NOT USED 3 . ELEVATOR PIT FOUNDATION ELEVATOR PIT FOUNDATION A SCALE: AS SHOWN S 11 NTS S' SCALE:NO SCALE - S 1 1 SCALE:NO SCALE JOB NO. 1841-100 Plan Review By SAFEBuilt S" N O OF 1( SHEETS JARNOT ENGINEERING, INC. jos--,. P.O. Box 704 SHEET NO. OF— MONROE, WA 98272 r O_ PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY- DATE C"1211 le'll SCALE K-W PROJECT: ff MORY LOFTS — MIXED USE 13LD'G LOCATION: AKLING-10N, WA CLIENT: GRANDVIEW NORTH LLQ JEI JOB NO.: 18-01-100 CODE: ;10 15 15C 1 i LIVE LOADS: FLOOR: 40 P5ff 100 P5ff COMMON APEA5 SNOW: 25 P5f WIND: Vult= 110 MPH EXP E3 SEISMIC: 55= 1 ,05, 5 1=0.41 IAT _-�IEQQRY D, SITE CLASS D DEAD LOADS: ROOF.- 15 lf'5ff FLOOR: 10 PSf 15 PSF LW CONC. SOIL: BEARING- 2000P5F LATERAL: v JARNOT ENGINEERING, INC. .m EMORY LOFTS 18-0I—100 E.O. Box 704 SEM0. 2 CF MONROE, WA 98272 PH.(36 )863-1831 MCU AM BY DATE FAX(360) 1 cIEtzM BY DATE 3Ct� Ise ' o Ix o� L LLLI ]Fg � is i. ��r I �i i T i aq I 6 w LU o a r T d CL 3� J I �m m o I Di �? u JARNOT ENGINEERING, INC. JOB EMOR)' LOFTS 18-0!-100 P.O. Box 704 OF MONROE, WA 98272 PH. (360)863-1831 CALCLUTED BY DUE FAX(360)863-1481 CHECKED BY DATE SCALE C) El MUM Di L H it F.1 ------------- --- rr Ni f -------- L j gal -------------------- -------- - -------- A---—-------- J" O El El --------------- ----- [5j to LU "N -j LISA uj LU 71 Es 11 LI l4dL—j Ell JARNOT ENGINEERING, INC. JOB EMOR'r LOFTS 18-01-100 P.O, Box 704 SWEND. 4 OF MONROE, WA 98272 PH. (360)8634831 MCULATS BY DATE FAX(360)863-1481 CHECKM BY DAR SCAU T C) ml ------T.1 di El -------------- L J, - ----------- 1 ------- --- LIL F-71 ------------ N F ------------------------ LZI ------------------- ui -- ------------------- Lu It LLI L < < El -1 A UPI N 0 T E:N G 111111 LE E R I N G, 11 N C. JOB GRANDVIEW- EMORY LOFT5 18-01-100 25414-127th St. SE SHEET NO, 5- OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE L&Tff-RAL WIND: VatUP-5 for simplified method from A5CE7 figure 6-2 Vult= I 10 MPH ffxp. B 1: 1 .0 Roof pitch: 0 : 1 2 Mean Roof Height: 3G.0 kzt: I .0 Wind pre55ure5: (ASD) Eave height: 3G.0 Wall corner: 12.7 [Zone A] Min horiz plan dim: 54,0 Wall main: 8.4 [Zone C1 ?,= I .OG Roof corner: 0.0 [Zone 131 2a= 10,5 Roof main: M [Zone D1 Note: corner loads are in addition to"main"loads -L TO RIDGE (plf) Gable Hip HWALL HKOOf Main Corner Corner 10 p5f min (ASD) V3= 4.5 38 i 9 45 V2= 10.0 84 43 100 vj= 12.0 101 52 120 11 TO RIDGE (plf) Gable Hip Dormer Gable Hip (AS D) HWALL HROOF HPOOF HWALL Main Corner Corner 10 p5f min Vl= 4,5 38 !9 45 V2= 10.0 84 43 100 V;= 12.0 101 52 120 WIND 112 5/24/2016 Lateral-1-ry Lofts ' � T Fle e ING, �NC. cB GRANDVIEW- EMORY LOFTS 18-01-100 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 H (360) 863-1831 CALCULATED BY DATEFAX (360) -1481 CHECKED BY DATE SCALE 'L=leeward, W=windward W Wind Area I Wind Area 2 Wind Area 3 Wind Area 4 Line above L P Mod' L P Mod` L F Mod' L P Mod* W 3. 1 18 38 a O.GS Min 18 45 0.81 3.2 29 38 a 1 ,09 Min 29 45 1.3 1 ' 3.A 27 38 1 .02 lv1in 27 45 1 .22 3.B 27 38 1 .02 Min 27 45 1 .22 2. 1 0.G8 18 84 a 2,19 Min 0.81 18 100 2.G I 2.2 1 .09 29 84 a 3.53 Min 1 .31 29 100 4.21 2.A 1 .02 27 84 3.28 Min 1 ,221 27 100 3.92 E 2.B 1 .02 27 84 3.28 Min 1 .22 27 100 3.92 I 1 , 1 2. 19 IS 101 a I 4.00 E Min 2.G 1 1 18 120 4.77 1 .2 3.53 29 101 a G.45 Min 4.21 29 120 7.G9 I .A 3.28 27 101 G.00 Min 3.92 27 120 7.I G I .B 3,28 27 101 G.00 Min 1 3.921 27 120 7. I G 4� I ! 1 i ( WIND 2/2 5124/2018 ® NGIN ING, INC. j.. GRANDVIEW- EMORY LOFTS 8-0 1 100 JARTEEER 25414-127th St. SE SHEET Na. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE SEISMIC V = 0.7-SD5-1-W = 0.081 w (Multiply by 0.7 for A5D) P, 1 55: 1 .05 F,= 1 .08 [Site 095T,D] K: 6.5 5m5=ff,55= 1 .13 ! .o 5c)5=2/3 5m5= 0.76 Snow load: 25 pef 5ei5mic DL= 0 [.20 5n if Sn>301 WEIGHT: FLR 3 ROOF 15P5ff(47*54-4*28)= 36.39 Story Ht: 9 EXT WALLS 6P5F*4.5*(2'47+54)= 5.33 INT WALLS 7P5F-4.5(-2)(2-47+54)= 9,32 W= 51.0 FLR 2 Story Ht:t: FLOOR 25P5f(47-54-4-28)= 60.65 EXT WALLS 8P5F'l 0*(2*47+54)= 1 1 .84 I NT WALLS 9.32+7'4,5(-1)(2*47+54)= 13.98 W= 86.5 FLR 1 Story Ht: 12 FLOOR 25F5F(47*54-4*28)= 60.65 EXT WALLS 25F5F-1 1-(2-47+54)= 40.70 1 NT WALLS 13.96+7*6(-i)(2'47+54)= 20.20 Average of brick Framed W= 121 .5 Wt= 259.1 V= 21 .09 SEISMIC D15TIR,15UTION: 5 HEAP,WALLS DIAPHRAGMS LEVEL w h Wh Vwh/Ewh Efl Evv, Efl/Ew, f rXffllp, fpx 3 51 .0 33 1684.4 6.76 6.76 51 .0 0.132 0.132 6.76 2 (56.5 23 1988.9 7.95 7,95 56.5 0.092 0.I06 9.15 1 121 .5 13 1580.1 634 I 72.G 0.076 0. 106 12.86 259.) E= 5253 2) ,09 11 FIX Fx =0.2*0.7*S[)5*1*W,,= 0.106 ff,)W.,X =0.4'0.7*5D5-1-Wpx= 0.212 EQ 1/3 5/24/20 16 tat:erai-Emory lofts -I.A.RNOT ENGINEERING, IINC. JOB GRANDVIEW- EMORY 1-01`75 16-01-100 25414-127th St. SE SHEET NO. OF- MONROE, W z A 98-72 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE REDUNDANCY Line %V5t V Lw Perimeter 53Y5 3.1 0.35 2.37 132.0 N tila 1 3.2 O.G5 4.40 "G.0 Y 14.7 FLw= 196.0 Redundancy Check a: n1a Redundancy Check b: Min bays < 2 Does not comply Overall: Comphe5 Line '/OV5t V Lw Perimeter Pays 3.A 0.50 3.38 34.0 y 7.G 3.5 0.50 3.38 30.0 y G,7 Y.Lw= G4.0 Redundancy Check a: n1a Redundancy Check b: Min bays < 2 => Doe5 not comply Overall.• COMPlIe5 Line V2 %VI V %v5t L,,Aj Perimeter Day-- 2.1 2.37 0.35 5.1 G 0,35 132.0 N n/a lI 2.2 4.40 0.G5 9.59 O.G5 50.0 y T.Lw= 182.0 Redundancy Check a: Min wall: 50.0 > h => COMPlIe5 Redundancy Check b; Min bays < 2 => Doe5 not comply Overall: Complies Line V2 %V, V %V5t Lw Perimeter DaY5 ?_.A 3.38 0.50 7.37 0.50 34.0 y TG 2,15 3.38 0.50 7.37 0,50 30.0 y G.7 ELw= G4.0 Redundancy Check a: Min wall: 30.0 > h => GOMFI]e5 Redundancy Check b: in bays, < 2 => Doe5 not comply Overall: Comphe5 Line V2 %Vj V %V5t Lw Perimeter Bays I 'l 5. 1 G 0.35 7.4 0.35 G.0 y 1 .3 1.2 9.59 0,G5 13.7 O.G5 GO.0 Y 13.3 Y-Lw= GG.0 Redundancy Check a: Min wall: G.0 % Reduction= 0.00 <33 Comphe5 Redundancy Check b: Min 123Y5 < 2 => Does not comply Overall: Comphe5 E Q 2/3 512412018 E-j mitts JARNOT ENGINEERING, 'INC. JOB GRANDVIEW- ff"VIORY LOf75 18-01-100 25414-127th St. SE SHEET NO. 01. MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE Line V2 %vi v '7<)V5t Lw Perimeter 53Y5 I .A 7.37 0.50 10.5 0.50 28.0 y 6.2 7.37 0,50 10.5 0.50 28.0 y G.2 ELw= 56.0 Redundancy Chock a: Min wall; 25.0 > h => GOMpfie5 Redundancy Check b: Min bays < 2 => Doe5 not comply Overall: COMPlIC5 Numbered Lines: p= ! .O Lettered bne5: p= 1 ,0 EQ 3/3 5124/20 1 6 Literal-Emory Lofts 1 { GRANDVIEW- EMORY LOFTS 1 8-01-1 00 J TENGINEERING, I . JOB -- [[[ 25414-127th St. SE SHEET NO— 10 OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 8 3-1481 CHECKED BY DATE SCALE LINE 3. 1 E= 7.G9 <= P= I .0 TYPE: G - W= O.G8 WMi«= 0.81 L= 132.0 H= 9 ve=E{L= 58 < 125 <= WALL TYPE G! vw=VV/L= G De5i6p=0.7 I v= 4 <230 WALL TYPE G I TOT-E=veN= 0.52 O.T. OK by lnspecbon TOT-W=vWH= O.OG LINE 3.2 E= 4.40 <= P= 1 ,0 TYPE: P W= ! ,09 Wmfrl= 1 .31 L= GG.O H= 9 ve=E/L= 59 <230 <= WALL TYPE !A I vw=WIL= 20 De5ign=0.7!v= 14 <230 WALL TYPE I A ToT..E=vell= 0.53 OK- No Nolclowns Regcl TOT-w=vwti= 0.18 LINE 3.A E= 3.38 <= P= ! .0 TYPE: P W= 1 .02 WMEN= 1 .22 L= 34.0 H= 9 ve=E/'-= 99 <230 <= WALL TYPE I A vw=W/L= 3G De5ign=0.7 I v= 25 <230 WALL TYPE I A TOT-E=veH= 0,90 O.T. OK by Inspection TOT-W=vwh1= O.32 L /6 5/I/20 18 Ia—1-Emory Loth, 1 1 TENGINEERING, INC. JOB_ GRANDVIEW- EMORY LOFTS 1 8-0 1-1 00 �� 25414.127th St. SE SHEET NO, OF MONROE, VVA 98272 PH (36O) 863-1831 CALCULATED BY DATE _. FAX (360) 863-1481 CHECKED BY DATE SCALE LINE 3.15 E= 3.38 <= P= 1 .0 TYPE: P W= 1 ,02 WmjN= 1 .22 L= 30.0 H= y ve=fflL= 113 <230 <= WALL TYPE I A vw=WIL= 4 I De5i6jn=0.7 I v= 29 <230 WALL TYPE I A ToT_E=ve'1= 1 .01 O.T. OK by Inspection TCTAV=VWH= O.3G LINE 2. 1 E= 1 G.78 <= P= 1 .0 TYPE: G 4 Vl= 2. 19 f WMIN= 2.6 ` L= 132.0 11= 9 {I ve=EtL= 127 < 145 <= WALL TYPE G3 vw=WIL= 20 Design=0.7 1 v= 14 <230 WALL TYPE G3 ToT_F=VeH= 1 . 14 O.T. OK by Inspection TOT,_W=vU,H= 0. 16 LINE 2.2 E= 9.59 <= P= 1 .0 TYPE: P W= 3.53 Wmw= 4.21 L= 50.0 H= 9 Ve=E/L= 192 <230 <= WALL TYPE I A vw=WIL= 84 De5ign=0.71 v= GO <230 WALL TYPE I A p To;-,-=veH= 1 .73 ToTV/=VwH= 0.7G OK- No Holdowns Rec}'d L 2/G 61 i 12018 Lot-1-emo y Lofts ®ARNOT �B_ GRANDVIEW- EMOP.Y LOFT5 18-01-100 ENGINEERING, W.I 25414-127th St. SE SHEET NO. ��"" OF MONROE, WA 98272 PH. (360) 3 -1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY_ DATE t SCALE LINE 2.A E= 7.37 <= p= 1 .0 TYPE: P W= 3.25 Wm1N= 3.92 L= 34.0 H= 9 vo=E/L= 2 1 7 <230 <= WALL TYPE !A vw=W/L= 1 15 De5ign=0.7 1 v= 82 <230 WALL TYPE I A Tp;_E=v,11= 1 .55 O.T. OK by Inspection To r_w=vwH=z 1 .04 LINE 2.15 E= 7.37 <= p= 1 .0 TYPE: P W= 3.28 Wrnir�= 3.92 L= 30.0 I-1= 9 ve=E1L= 24G <335 <= WALL TYPE 2A vw=W/L= 1 3 I O.T. OK by Inspection De5ign=0.7 I v= 93 <230 WALL TYPE 15 Tor_E=vel1= 2.21 I ToT_W=vwll= 1 . 1 7 LINE 1 E= 7.38 <= p= I .0 <7.77 W= 4.00 ( i Wm It] 4.77 V= 7380 L= 6.0 H= 12 U5E (3) WSW 24 X 13 5IMPSON SNEARWALL5 L 316 6/112015 Lateral-Emary bores C�� � I GNEERING4 v JOB 6RANDVfEW- EMORY LOFTS 8-0 I- 00 OrIRNOTINC 2J414-127t1I St. SE SHEET NO. OF MONROE, WA 98272 H. (360) 863-1831 CALCULATED BY DATE fFAX (360) 8 3-1`I" 1 CHECKED BY DATE SCALE LINE 1 ,2 E= 13.71 <= P= 1 .0 TYPE: P W= 6.45 WMIN= 7.69 V= 13710 L= GO.0 1-1= 12 v= 229 AB: v= 229 <275 5/8" AB Co? 48" oc e ve=E/L= 228 <230 <= WALL TYPE I A vw=WlL= I28 De5ign=0.7 I v= 91 <230 WALL TYPE I A TOTE=veN= 2.74 T07_W=vWH= 1 .54 E: (.6-. 14SD5) DL=(.6-. 145D5 )W(Lwl2+-Lo)= 0.54 [ ( W: .6 DL=.GW(Lwl2+-Lo)= 0.66 W=4".OI +.06= 0. 10 I Lw= I G.0 Lo= 3.0 E: Uplift= 2.20 <= STND 10 I VV: Uplift= 0.88 Strap Windows GDL-QE E Wall E Wm v TOT WDL Lo GDL Uplift E: 14.0 6.0 145 1 ,74 0. 15 3 1 .04 0.71 OK- No holdowns Recgd W: 14.0 8.0 82 0.98 0. 15 3 1 .26 -0.28 Short Segment shearwaII5 (<2r i aspect ratio for seismic loads) [5DPW5 4.3.4.31 f Lr, h E L v hl2w VDes 5 12 13 7 60.0 228 1 .20 274 <335 WALL TYPE 2A Short Segment shearwalls (<2: 1 aspect ratio for wind loads) [SDPWS 4.3.4.31 Ln h W L v h(2w VDE5 5.0 12 7.69 60.0 128 1 .20 109 <230 WALL TYPE I B 1 L416 QJ12018 a. _s GRANDVIEW- EMORY LOFTS 18-01-100 A R PRO"Ir E N G I N E EcAr'll Im-Gu, I N C. JOB 25414127th St. SE SHEET NO. OF MONROE, WA 98272 H. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE ] A E= 10.55 <= P= ) .0 TYPE: F W= G.00 WMIN= 7. 1 G V= 10550 L= 25.0 H= 12 v= 377 AB: v= 377 <415 5/8" AB @ 32" oc v,=F-IL= 377 <430 <= WALL TYPE 3A vw=WIL= 25G De5ign=0.71 v= 181 <230 WALL TYPE I B T0T-E=Vj'l 4.52 TOT-W=Vwh= 3.07 E-- (-G-- 145D5) DL=(.G-. 1451)5 )W(Lwl2+—Lo)= 0.57 W: G DL=,6W(Lw/2+—Lo)= O.C-9 W=G*.025+,C)G= 0-21 Lw= 5.0 Lo= 3.0 E: Uplift= 3.95 <= <4.57 HDU4/4X0 Df2/5E35/8X24 W: Uplift= 237 Short Segment 5hearwaII5 (<2:1 aspect ratio for seismic loads) [SDPWS 4.3.4.31 L, h E L v h/2w VDE5 5.0 1 2 10.5 28.0 377 j .20 452 <5G5 WALL TYPE 4A Short Segment 5hearwAs (<2:1 aspect ratio for Wind loads) [SDPWS 4.3A-31 1-1,1 h w L v h.12vv VDE-q 5.0 12 7. 1 G 28.0 25G 1 .20 218 <230 WALL TYPE 1 B L 5/6 6M2018 01 A R N 0`1 IrE N G I N EE R I NUG, I N C. JOB GRANDVIEW- EMORY LOFTS-- 18-01-l00 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKEDBY DATE SCALE LINE 1 .5 E= 10.55 <= P= 1 ,0 TYPE: F W= G.00 Wmm= 7. 1 G V= 10550 L= 28.0 H= l2 v= 377 AB: v= 377 <4 15 5/8" AB @ 32" oc v,=ff/L= 377 <430 <= WALL TYPE 3A vv,/='vV/L= 25G De5ign=0.7 I v= 181 <230 WALL TYPE I B To,-E--veH 4.52 TOT-W=VWH 3.07 f-: (-G--1 45D5) DL=(.G— I 45D5 )W(Lwl2+ Lo) 0.30 W: G DL=.GW(L.vvl2+—Lo)= 0.37 W=4*.0 I +.OG= 0. 10 Lw= G.3 Lo= 3.0 E: Uplift= 4.21 <= <4.57 HC)U.4/4XG Df2/5D5/8X24 W: Uplift= 2.70 EJI L QG 61 1/2018 JARNOT ENGINEERING, INC. JOB GKANDVIEW ffMOKY LOFTS 00 P.O. Box 704 SHEET NO. e OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY-----DATE SCALE VERTICAL Floor J015t5 DL= 10+1 5= 25 p5f (I-112" 1w conc), LL= 40 p5f Living Space 100 p5f Common Area J015t5 @ i 2"oc DL= 25 plf LL= (Lvnq,5pG) 40 pif (Flallwy) 33 pif TL= 65 Of 167 pif J015t5 @ 16`00 DL= 34 pif LL= (Lvn� Spc) 53 plf (Haliwy) 133 plf TL= 87 pif 167 plf Living 5Ea e Max Span = 20-0" I G" PW177 Allowable: LL= 52 plf —53 ok T1 = 86 plf USE I G' -W177 @ I G`oc -OR EQUAL <= USE Roof RaftCr5 DL= 15 p5f LL= 25 p5f R Nafte-r5 @ 1 GtbC DL= 20 plf LL= 34 plf TL= 54 pif Rafter Max Span = 20-0" 14" FW77 Aliowable: LL= 75 pif > 34 ok TL= 97 plf > 54 ok USE 14' PW177 @ I G"oc- OR EQUAL V 1 /7 10/1112015 5,—-C.—�-.14,Lbb� C 'S JARNOT ENGINEERING, INC. JOB GRANDViEW EMOKY LOFTS 18-01-100 P.O. Box 704 SHEET NO. or MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE gf At Bm I Hallway Hdr @ Roof L: 3.8 q LDS: w=I G'40= G40 pif ck 7.3 In M=i lvIL'= I_13 <1 . 15* 3.24 V=w(U2-cV)2)= 0.51 <).)5* 3.05 R=wU2= 1 .20 -4x8 Df:2 ",m 2 Window 1--ldr @ Roof L: 6.0 ft LDf: 5 w=1 3'40= 520 nif d: 7.3 in 2 M=�/Rwl- = 2.34 <1 . 15' 3.24 V=w(lj2-6/1 2)= 1 .25 <1 .)5' 3.05 R=wU2= 1 .56 4x8 DF:2 Studs @ Load-13carinoi Walls - Roof P=1 .33*.164= 0.85 1 F(k) 11 (ft) b (in) 6 (1 n) k Pc(psi) ff,,,(k5t) LDf Type fc= Fc- 0,55 9.0 I .50 5.50 I .00 1300 470 1 .15 5 103 < 810 OK 2x6 Hf2 @ f G"OG Bm 3 Hallway Hdr below 3rcl L: 3,8 ft LDf: 5 "V=l G*40= G40 plf d: 7.3 in M /EmL2= 1 ,13 <1 .15' 3.24 V=vv"U2 d/1 2)= 0.8 1 <1 ,15* 3.V5 p,=WU2= 1 .20 4x8 DF2 Bm 4 Window Hdr below 3rci L: 6.0 ft LDF: 5 w=1 3'40= 520 plf d: 7.3 in M=I 1,wL 2= 2,34 <1 .15' 3.24 V=vv(U2-dl 1 2)= 1 .25 <1 .15* 3.05 R=wU2= 1 .56 4x(5 D1`2 V 2 7 10/11/20 18 JARNOT ENGINEERING, INC. JOB GPAN[)VlfW EMOKY LOffT5 18-01-100 P.O. Box 704 SHEET NO- MONROE, WA 98272 OF PH. 1360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY- DATE SCALE StUC15 @ Load-5eann,3 Walls- Below 3rd TL F',,,=1 5-40= GOO Phall=3*1 25= 375 Pffloor=1 3'65 845 1820 P=1 .33*1 .82= 2.421 P(k) h (ft) b (in) a (in) k Fc(psi} E�,,(k5i) LDF Type fc= FC= 2AI 5.0 1 .50 5.50 1 .00 1300 470 1 .15 5 292 < 510 OK 2xG HIF2 @ I G"Oc 2nd Floor J015t5 4- Beam Loading - From Rear LDF; 5 F'T: 0.60 0.38 LL 0,08 LL 0.20 LL 22.0 W2: 0.13 LL wj: 0.25 1 Pj=15*40= GOO 375 16.0 22.01 w1=2'1 25= 250 200 28.0 W2=2`G5 j30 80 2.93 2.06 LL 2,03 1,28 LL 1 00c M= 20.95 <I )5' 34.73 V= 3,90 <I .1 5'3,7 1 WE(Dulv= 0.22 WLL-EQUIV= 0.14 Iva Ivan= 2147 < 490 1 6: U 240 E: 1000 8= O.c I IMN-LL= 2083 < 4901 6: U 360 E: 1000 8LL= 0.40 24" Redl-90HS @ I G`oc Floor Beam Loacfinc3 - From Front Floor TL LL F=2*1 3*65= I GOO 1040 Roof TL LL F=I G'40= G40 400 2330 1440 Be-am Loading = 2930+2330= 52GO plf TL Beam Loading = 2060+1 440= 3500 pif LL V 3/7 OP112016 JARNOT ENGINEERING, INC. JOB GRANDVIEW EMORY LOFTS P.O. Box 704 MONROE, WA 98272 SHEET NO. or- PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE Spread Footings @ First Floor Left End Post Footing: f50IL= 1 .55 P 5.4-5.2 G 44.15 b=�(p/flllL)= 4.89 F5.0 2na from Left Footing: flllL= 1.65 Pl=15.63'5.26= 07.05 b="q1(F/f50lL)= 7.25 F7.5 3rd/4t'n/5th from Left Footing: f,-,OiL= 1 ,55 F'=I 7*5.2G= 69-42 b=V(p/flllL)= G.95 F7.0 Gth from Left Footing: f'-C)[L= ) .85 F7-2 I'5.2G= I 10.5 L'=�(p/fllIL)= 7.73 f8.0 1 .85 F4-1 2.J 3'5-2G= G3.80 Right EndPostFooting: 5.87 FG.0 2nd/3rd/4th from R!eht Footing: fIlIL'-- 1 .85 P 1 5. G 132.0 8.45 F(5.5 5ffi,5, 2nd Floor-Beam L: 25.5 ft I DF: s GLE3 Cv= 0.89 52GO pif b: 5.13 3500 plf k: I d: 30.0 in X: 10 6:L/ 240 6L',:U 3GO E: 1600 k5i M='/,,vL2= 427.5 <I .15* 4G4.4 534.1 V=vv(L/2-cl1 1 2)= 53.92 <1 .15* G8.34 [MIN= 21805 < 4 1 79G 8= O.G7 MIN(I-Q= 2 1 7G3 < 417OG 5LL= 0.44 R=wU2= G7.07 RLt7M-LU2- 44.G3 ............ 10-3/4 x 3,G,GL]5 V 4 7 1011 1/201 b Be..-Emory Loft.-Wh Lobby JARNOT ENGINEERING, INC. JOB GKANDVIEW EMORY LOFT5 P.O. BOX 704 SHEET NO. _ OF MONROE, WA 98272 PH E 1 863-1 31 CALCULATED BY D( FAX (360) 863-14 I CHECKED BY [ 3 SCALE Bm G 2nd Floor Beam L: 20.5 ft LDF: S GLB Cv= 0.92 w= 52GO plf b: 5.13 war= 3500 plf k: I [ d: 27.0 in x: 10 a:U 240 SLL:U 3GO E: I800 ksi M='/,vvL2= 27G.3 <i .1 5` 2G 1 .2 300.4 V=w(U2-d/1 2)= 42.08 <I ,f 5' S 1 .2G IMiN= 11329 < 17G33 S= O.GG Iru N(LQ) 1 1 307 < 1 7G33 kL 0.44 P=wU2= 53`.92 KL L=�'JLLU2= 35.88 10-3/4 x 27 GL5 11CA- Binge Connector: => G.G25°5.2G= 34.65 t1CC37A I 1-7 30.82+(42.1 4-30.82)`2/7= 34.05 —34,85 o.k. t Steel Post/BaSepiate/Cap: a 8x8x3/8"H55 @ I aft_> 24 I kips >132 o.k. � I � l Fa 132 Fy: 3G "W"column n (y or n) B: 14 b: 8 n= 3.00 <= i S N: 14 d: 8 m= 3.00 <= n'= 2.00 fG= O.G73 ksi Min thickne55= 0.75 in Cap Length 1 32/1 5/1 0.75= 0.7 12 k51 <.G5'1 .1 5= 0.748 i Use 15" Long Cap Plate @ Open Area P05t5/9" @ Ends I t V 5/7 O/I I/20 1 8 m-E.—Lofts-w:th L bi y 4 JARNOT ENGINEERING, INC. JOB GRANDVIEW EMOKY LOFT5 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 363-1331 CALCULATED BY DATE FAX (360) 3 ®1481 CHECKED BY DATE SCALE l Bm 8 Header Beam @ Front Opening L: 24.5 ft LDF: 5 GLB Cv= 0.90 s w=I G90+1 3'40+200= 2410 plf b: 5.13 wLI-=1040+1 3'25= 1 3G5 plf k: 1 d: 28.5 in x: 10 1 5:u 240 SLL:U 3GO E: !800 k5i Zvi= IFvk 160.8 <1 .1 5' 182.6 210.2 V=w(U2-dI!2)= 23.80 <1 .1 5" 33.97 v = 88G0 < 13021 S= 0.83 = 7528 < 13021 S = 0.47 MIM1,(L) LL R=wl./2= 29.52 RLL=wLLU2= I G.72 G-3/4 x 28-1/2 GLB € z I Footing: fsoit= 1 .85 P= 29.5 3.99 F4.0 P (k) h (ft) b (in) d (in) k Fc(p51) E,„, (k51) LDF Type fc= Fc= 29.50 12.0 )3.50 5.50 ) .00 1 300 470 1 .00 5 397 < 501 OK 9-2XG EIf Bm 9 1 5t Flr !ldr f ° l L: G.0 ft LDF: N w= 2410 plf d: 9.5 1n gt M='/,wL2= 10.85 < 13.OG V=w(U2-dl1 2)= 5.32 < G.43 K=wU2= 7.23 3-1/2 x 9-1/2 P5L i s 1 1 G � 1 VG/7 i 0/1 4/20 I& Beam-Emo;f f.oks-wr.:toboy JARNOT ENGINEERING, INC. JOB GRANDVIEW EMORY LOFTS 18-01-100 P,O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE 5m 10 Lobby Floor Support beam L: 13,5 "t LDF: 5 GLI3 Cv= f.02 w=.5'20(40+125)+ 1 60= 181 0 FIF [?; 5.13 VI/IL=.5-20(25+I 00)= 1250 plf k: I a: 15.0 in X: 10 8:u 240 8LL:U 3GO E 1800 k5i M='/�wC= 41 .23 <1 .i 5' 50.G3 V=w(U2-ci,/!2)= 5,5G <) . i 5' 17,88 VN= 1 1 13 < 1898 6= 0.40 VN(LQ= 1 153 < 1898 811= 0.27 R=wL/2= 12.22 FILL=WLLL/2= 8.44 6-314 x 15 GLE3 fcctincj; 12.2 L'"T/f5010= 257 ff3.0 V717 10/ft/2018 EL-am-Emory Lofts-with Lobby �* GRANDVIEW - EMORY LOFTS JAR NOT ENGINEERING, INC. JOB 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 P (36 ) 863.183i CALCULATED BY DATE FAX (36 ) 863-14 1 CHECKED BY DATE SCALE Shearwall Footing Dimensions L 1 1 .00 ft G.00 ft r 30 in Loads f'dead 0.00 k f'live 0.00 k Mor 95.5 ft-k VJfYq= 24.75 k Pnee= 24.75 k "fires= I3G. 1 ft-k FSbT= 1 ,42 mnet= 40.2 ft-k x= I .G3 ft e= 3.875 ft e=b/ 2.84 <G fsoa max= f G52 psf fsoa mm= 0 @ 4.88 ft back fy: GO ksi f'c: 2500 ksi b: 12 in d: 27 in Mu: 44.22 ft-k Bar size: G {#} } r= 0.001 i 2 I! Ast= 0.3G in A,,,= 0.72 in` m= 0.0 Ru= O.OG7 ksl Bar Area= 0.44 in Spacing= 14.5 in o.c. w.- USE# G @ 12.0 " o.c. T B 6 All _f Anchor Designer TM Company: Grandview North LLC Date: 5J24/2018 Software ++ Engineer: Jarnot En `s gineering, Inc. Page: ir5 oftware Project: Emory Lofts Version 2.5.6582.2 Address: Phone: E-mail: 1.Project t information Customer company: Grandview North LLC Project description: Emory Lofts Customer contact name: Customer e-mail: (3)WSW 24x13 w/1/2"Spacers Comment: Location: Fastening description: 2.input Data&Anchor Parameters General Base Material Design method:ACI 318-11 Concrete: Normal-weight Units:imperial units Concrete thickness, h(inch):24.00 State: Uncracked Anchor Information: Compressive strength,f (psi):3000 Anchor type:Cast-in-place 41-,v: 1.4 Material:AB H Reinforcement condition: B tension,B shear Diameter(inch):1.000 Supplemental reinforcement:No Effective Embedment depth,hef(inch):18.000 Reinforcement provided at corners:No Anchor category:- Ignore concrete breakout in tension:No Anchor ductility:Yes Ignore concrete breakout in shear:No hmin(inch):20.63 Ignore Edo requirement:Yes Cmin(inch): 1.88 Build-up grout pad: No Smin(inch):4.00 Base Plate Load and Geometry Length x Width x Thickness(inch): 11.50 x 24.00 x 0.00 Load factor source:ACI 318 Section 9.2 Load combination: not set Seismic design:No Anchors subjected to sustained tension:Not applicable Apply entire shear load at front row:No Anchors only resisting wind and/or seismic loads:Yes <Figure 1> rw xx Za �� ��� # ����zy Few' x �?• ,0lb Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,GA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com i�7 Company: Grandview North LLC Date: 5/24/2018 Anchor ®BSi TM-finer Engineer: Jarnot Engineering, Inc. Page: 215 Software Project: Emory Lofts Version 2.5.6582.2 Address: c� Phone: E-maiL <Figure 2> 20.00 20.00 Recommended Anchor Anchor Name: PAB Pre-Assembled Anchor Bolt-PAB8H(1"0) MMMMUMMMM M- -Mo-, Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 9 Anchor Designer TM Company: Grandview North LLC Date: 5/24/2018 Engineer: Jarnot Engineering, Inc. Page: 3/5 Software Project: Emory Lofts Version 2.5,6582.2 Address: Phone: E-mail: 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua(lb) Vuax(lb) Way(lb) 0uax)'+(Vuay)2(lb) 1 19414.6 1230.0 0.0 1230.0 2 19414.6 1230.0 0.0 1230.0 3 19414.6 1230.0 0.0 1230.0 4 0.0 1230.0 0.0 1230.0 5 0.0 1230.0 0.0 1230.0 6 0.0 1230.0 0.0 1230-0 Sum 58243.9 7380.0 0.0 7380.0 Maximum concrete compression strain(%1 ): 0.35 <Figure 3> Maximum concrete compression stress(psi): 1511 Resultant tension force(lb):58244 Resultant compression force(lb):58243 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 ='6 -' Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Y Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 _ C Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 CJI 04 )3 4.Steel Strength of Anchor in Tension(Sec D 51 1 Nsa(lb) 0 ¢Nsa(lb) 72720 0.75 54540 5.Concrete Breakout Strength of Anchor in Tension(Sec p 5 2) Nb=16Jagf het'i3(Eq.D-7) �a fc(psi) her(in) Nb(lb) 1.00 3000 13.333 65702 ONcbg=0(ANc1 ANe.)tt'ec,N Fed N'FC,N 9'ep,NNb(Sec.D.4.1 &Eq.D-4) ANc(in2) AN.(in2) ca,min(in) Vec,N Ted,N Y'c,N V'cp,N Nb(lb) 0 ^bg(lb) 1§86.00 1600.00 20.00 1.000 1.000 1.25 1,000 65702 0.70 71359 6.Pullout Strength of Anchor in Tension(Sec D 5 31 ^p =O'FP'PNp=fhy'c,P8Abrgt'e(Sec.D.4.1,Eq.D-13&D-14) T4P Abrg(in2) fo(psi) 0 ONpn(lb) 1.4 5.15 3000 0.70 121222 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 2-9- Anchor Designer TM Company: Grandview North LLC Date: 5/24/2018 Engineer: Jarnot Engineering, inc. Page: 4/5 Software Project: Emory Lofts Version 2.5.6582.2 Address: c� Phone: E-mail: 8.Steel Strength of Anchor in Shear(Sec.D,6.1) V-(lb) 09-ut 0 OgroutOVsa(lb) 43630 1.0 0.65 28360 9.Concrete Breakout Strength of Anchor in Shear(Sec 12 6 2) Shear perpendicular to edge in x-direce;un: Vex=minl7(le/da)0211daaeqfcca,'•5;9ne lfcGas'S�(Eq.D-33&Eq.D-34) le(in) da(in) Zia fc(psi) cai(in) Vbx(lb) 8.00 1.000 1.00 3000 16.00 31549 ¢Vcb'=0(Avcl&VC)T1ec,vT-ed,vT1c,vV-h,vVbx(Sec. D.4.1 &Eq.D-31) Av.(in2) AVco(in2) Teo,V Ved,V Ve,V Yh,V Vbx(lb) 0 OVcbgx(lb) 1440.00 1152.00 1.000 0.950 1.400 1.000 31549 0.70 36715 Shear parallel to edge in x-direction: Vby=minJ7(le/da)024deA.4fceavt 5;9/1e4focaa'S)(Eq.D-33&Eq.D-34) le(in) da(in) "a fc(psi) Cal(in) Vby(lb) 8.00 1.000 1.00 30000 16.00 31549 OWbgx=0(2)(AVc/Av-)V'ec,vV'ed,VTc,VV'11,VVby(Sec.D.4.1 &Eq.D-31) Avc(in2) AVco(in2) V'ec,V %d,V VC,V V11,V Vby(lb) 0 OVcbgx(lb) 1152.00 1152.00 1.000 1.000 1.400 1.000 31549 0.70 61836 10.Concrete Pryout Strength of Anchor in Shear(Sec.Q.6.3) 0Vcpg=Okc^bg=Okcp(AN./ANco)Vfec,NVled,NVfc,NVep,NNb(Se c.D.4.1 &Eq.D-41) kcp ANc(in2) ANco(in2) Yec,N Ved,N tyc,N Vop,N Nb(lb) 0 OVcpg(lb) 2.0 2880.00 1600.00 1.000 1.000 1.250 1.000 65702 0.70 206961 11.Results Interaction of Tensile and Shear Forces(Sec.Q.7.) Tension Factored Load,Nua(lb) Design Strength,01\1e(lb) Ratio Status Steel 19415 54540 0.36 Pass Concrete breakout 58244 71369 0.82 Pass(Governs) Pullout 19415 121222 0.16 Pass Shear Factored Load,Vua(lb) Design Strength,OW(lb) Ratio Status Steel 1230 28360 0.04 Pass T Concrete breakout x+ 7380 36715 0.20 Pass(Governs) j(Concrete breakout y- 3690 61836 0.06 Pass(governs) Pryout 7380 206961 0.04 Pass Interaction check Nu 10M Vua/OyV Combined Ratio Permissible Status Sec. D.7..1 0,82 0.00 81.6% 1.0 Pass PAM(1"0)with hef=18.000 inch meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton.CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com i T� Company: Grandview North LLC Date: 5/24/2018 Anchor ®eSI( tl@t Engineer: Jarnot Engineering, Inc. Page: 5/5 ----------- Software Project: Emory Lofts Version 2.5.6582.2 Address: Phone: E-mail: 12.Warnings -Minimum spacing and edge distance requirement of 6da per AC!318 Sections D.8.1 and D.8.2 for torqued cast-in-place anchor is waived per designer option. Designer must exercise own judgement to determine if this design is suitable. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 6956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com E tttT SlIV120'119 SRION Tv)ln-LDn VAN. NO-LDNI-I-z!V',.SJAO-i,�doyiE,, J iLl 3T1 HINONA&MACINV-do l z H w 4 .111 it r w z j . �1 LU u F- T+- z —7 z z ;L < UWJ 7-1 < z o 0 E 0 N. Nt < wry Of wi z W << W1 01 24 w a CL I.FT L L Lu Of al 17, TI H tl i M Mfg <- it ILI NO Ulm ---------- -21 8j a. 01 3 ( ! SlIVIaG IVUA, Of12T1 S I I � II � 1'I f old`NOIDNI"I V`„S.1.301�,IdON3,, I I - 311 HI'dO�i/AHIAONV`d0 E >>I � - i E - ka ( I 3; i a -• o C off f ok aZ alp u X I' i �-1, LLI , ® k _ II zo �-1 zi z' if LL------------- - 9. -4� �� �: i ! If KI n Olt, F if i, ZF ! I I I! Ii SAFEbuilt , FOUNDATION ONLY APPROVAL DATE: 10/22/2018 TO: GRANDVIEW NORTH LLC FROM: Lou Whitford PHONE: 360-435-7171 PHONE: 206-503-5948 EMAIL: gv@grandviewinc.net EMAIL: Iwhitford@safebuilt.com PERMITS#: BID 1993 OCCUPANCY GROUP: B, A-3, R-2 PROJECT: EMORY LOFTS TYPE OF CONSTRUCTION: V-B ADDRESS: 104 S OLYMPIC AVE NUMBER OF STORIES: 3 SAFEbuilt Inc. has reviewed the above project documents for conformance to the provisions of the 2015 International Building Code, as adopted and amended by the City of Arlington. The permit referenced above is recommended for release of the reviewed construction documents for this Foundation Only. NOTES: SAFEbuilt needs the following items for issuance; 1. An approved site plan showing all setbacks must be compliant with Table 602 of the 2015 International Building Code and approved by the City for construction to begin. 2. An approved copy of the Geotech report to be on site. 3. Complete and return SAFEbuilt Form 009-Foundation Only Agreement form. 4. Complete and return SAFEbuilt Form 001-Special Inspections Agreement form Please submit the requested information to the City of Arlington. Please do not hesitate to contact me if any assistance is needed with this process. For questions about the required information needed please contact the reviewer listed below at 206-503-5948 or by email: Iwhitford@safebuilt.com Sincerely, Lo-w W liff&r0lL Senior Plans Examiner 1621 114t" Ave SE, Ste 219 Bellevue, WA 98004 206-503-5948 Iwhitford@safebuilt.com 11Page SAFEbuilt PLAN REVIEW COMMENTS DATE: 10/2/2018 TO: GRANDVIEW NORTH LLC FROM: Lou Whitford PHONE: 360-435-7171 PHONE: 206-503-5948 EMAIL: gv@grandviewinc.net EMAIL: Whitford@safebuilt.com PERMITS#: BID 1993 OCCUPANCY GROUP: B, A-3, R-2 PROJECT: EMORY LOFTS TYPE OF CONSTRUCTION: V-B ADDRESS: 104 S OLYMPIC AVE NUMBER OF STORIES: 3 FOUNDATION ONLY REQUEST Dear Applicant, A request has been made for a Foundation Only permit to be issued for the Emory Lofts project. Conceptually, this Foundation Only will be a stand-alone permit in the field for the builders and inspectors alike to use for construction and inspections. Documentation is still needed to support the four pages of the structural plans that were forwarded to SAFEbuilt for review. SAFEbuilt needs the following items to begin a Foundation Only review; 1. (2)Copies of an approved site plan showing setbacks and all items approved by the City necessary to begin construction. 2. (2) Copies of the Geotech report. 3. (2)Revised set of calculations accommodating all foundation calculations to include the original design and any revisions made in the calculations that effects the new foundation plan. 4. Complete and return SAFEbuilt Form 009-Foundation Only Agreement form. 5. Complete and return SAFEbuilt Form 001-Special Inspections Agreement form • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature, registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans. • Please submit the requested information to the City of Arlington 11Page SAFEbuilt, In order to keep your permit in an"active" status,please respond within 60 days. For questions about the required information needed please contact the reviewer listed below at 206-503-5948 or by email: lwhitfordksafebuilt.com Sincerely, Lou Law W ki- f oroa Senior Plans Examiner 1621 114th Ave SE, Ste 219 Bellevue, WA 98004 206-503-5948 Iwhitford@safebuilt.com 2 1 P a g e SAFEbuilt/Washington 1621 1141h Ave SE.Ste 219 Bellevue,WA 98004 www.SAFEbuilt.com uilt , FORM 009 SAFEb ] FOUNDATION ONLY REQUEST AGREEMENT Initials The Owner and/or Owner's Agent/Representative understands that the request for a foundation onl ermit is a separate review under the application for the full structure reviewsf All deadlines still apply to the original building permit application for the structure. Initials The Owner and/or Owner's Agent/Representative understands that the approved site plan with the required setbacks must be on site. Property lines must be strung prior to pour. Initials The Owner and/or Owner's Agent/Representative understands that all applicable inspections shall be performed prior to placing any concrete or covering of any reinforcing steel of structural embedment. Any special inspections and reports must be submitted for review and/or approval. Initials The Owner and/or Owner's Agent/Representative understands that once a full plan review is completed and if changes are deemed necessary, alterations or corrections to the foundation may be required. This could mean unanticipated excavating, drilling, and retrofitting of additional hardware, cutting and removing of all parts of the foundation etc. Any additional, reviews, costs, and any time delays are the sole responsibility of the Property Owner. Back filling prior to completion of a full plan review is therefore not recommended. Initials The Owner and/or Owner's Agent/Representative understands that if changes are required, all alterations must be completed and inspected before construction beyond the foundation begins. Additional inspections may be required. Initials The Owner and/or Owner's Agent/Representative agree not to proceed with construction beyond the foundation without receiving a complete set of approved plans and permits. UNCONDITIONALLY no wood or any other type of construction material may be placed or installed as this would constitute proceeding without a permit. Initials The Owner and/or Owner's Agent/Representative may request that this Foundation Only Permit Approval includes the ability to install underslab I I P a g e plumbing and/or radiant heat tubing, or slab insulation. Such requests must be in writing. All relevant inspections will be performed and successfully completed prior to slab cover. Initials The Owner and/or Owner's Agent/Representative understands that construction beyond the foundation prior to full plan review that has been approved and issued, a' stop work order" and code compliance actions maybe imposed by the jurisdiction. The Engineer of Record has required Special Inspections for this structure ❑ YES ❑ NO If YES,please refer to SAFEbuilt Form 001 for the Special Inspection Agreement information for that must accompany this project. I,the undersigned,have read,understood and hereby agree to abide by the above stated conditions. SIGN HERE. DATE. 2 1 P a g e r' CITY OF ARLINGTON % 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 104 S Olympic Avenue Permit#:2213 Parcel#:3 105 1 100 104300 Valuation:0.00 OWNER APPLICANT CONTRACTOR Naive:OLYMPIC PROPERTY HOLDINGS LLC Name:Grandview North,LLC Name:GRANDVIEW INC. Address:7421 284TH ST NE Address:P.O.Box 159 Address: P O BOX 159 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:ARLINGTON,WA 98223 Phone: Phone:360-435-7171 Phone:360-435-7171 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 3 CON ST.TYPE: ` 13 DWELLING UNITS: 40 OCC GROUP: R2 BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY-, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE- AND RCW 19.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED, IBCI 10/[RC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington 43 10 1. - -- David Spencer CBO 10/29/18 Signature Print Name Date Released By Date CONDITIONS Permit is for foundation only. Adhere to approved plans. Inspection required. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES.ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 10/29/2018 Building Permit Fee $5,631.25 10/29/2018 Processing/Technology Fee $25.00 10/29/2018 State Surcharge-Commercial $25.00 Total Due: $5,681.25 Total Payment: 50.00 Balance Due: $5,681.25 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon �' W"1—^ ra�a f 15 CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON,WA.98223 PHONE;(360)403-3551 BUILDING PERMIT Address:104 S Olympic Avenue Permit#:2058 Parcel#:31051100104300 Valuation:0.00 OWNER APPLICANT CONTRACTOR Name:OLYMPIC PROPERTY IOLDINGS LLC Name:Grandview North,LLC Name:GRANDVIEW NORTH LLC Address:7421 284TH ST NE Address-.PO.Box 159 Address:PO BOX 159 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:ARLINGTON,WA 98223 Phone: Phone:360435-7171 Phone:360435-7171 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Demolition CODE YEAR: 2015 STORIES: 1 CONST,"TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 2 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONS IRUC1'10N AND IN DOINU THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMENS COMPENSATION INSURANCE AND RC W 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI10/1RC110. SALES TAX NOTICE:Salcs tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return fort and coded C�`4,,,vrlington#3101. Signature �i Print Name Daiv Released By Datc CONDITIONS Call for final inspection or if unforeseen structures are located. THIS PERMIT AUTHORIZE ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 7/17/2018 Demolition Fee $100.00 711712018 Proeessingrrechnology Fee $25.00 7/1712018 State Surcharge-Commercial $25.00 Total Due: $150.00 Total Payment: $0.00 Balance Due: $150.00 CALL FOR INSPECTIONS — -— - BUILDING(360)403-3417 When calling for an inspection plesse leave the following information: Permit Number,Type of lospectien being requested,and whether you prefer morning or afternoon i .. I � ;. I UTY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:104 S Olympic Avenue Permit#:2058 Parcel#:31051100104300 Valuation:0.00 OWNER APPLICANT CONTRACTOR Name:OLYMPIC PROPERTY HOLDINGS LLC Name:Grandview North,LLC Name:GRANDVIEW NORTH LLC Address:7421 284TH ST NE Address:P.O.Box 159 Address:PO BOX 159 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:ARLINGTON,WA 98223 Phone: Phone:360435-7171 Phone:360-435-7171 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Demolition CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 2 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Y'/ YA Signature Print Name Date Released By Datc CONDITIONS Call for final inspection or if unforeseen structures are located. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 7/17/2018 Demolition Fee $100.00 7/17/2018 Processing/Technology Fee $25.00 7/17/2018 State Surcharge-Commercial $25.00 Total Due: $150.00 Total Payment: $0.00 Balance Due: $150.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit Information Date 7/17/2018 Permit Number 2058 Project Name Emory Lofts Applicant Name Grandview North,LLC Applicant Address P.O.Box 159 City,State,Zip Arlington,WA 98223 Contact Scott Wammack Phone 360-435-7171 Email gv@grandviewinc.net Permit Type Demolition Site Address 104 S Olympic Avenue Valuation 0.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Remove carwash and building Assigned To Launa Peterson Property Parcel Address Subdivision Lot Owner 31051100104300 1104 S OLYMPIC AVE I JOLYMPIC PROPERTY HOLDINGS LLC Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# RANDVIEW NORTH LLC 'COTT WAMMACK 60-435-7171 vl&arandviewinc.net YkPPLICANT -abor&Industries ORANDNLO13KP Review Date Tvoe Description 1 Target Date Completed Date Assigned To Status /17/2018 Oemolition 1 17/20/2018 1 IBuilding in Review Fees Fee Descriotion Notes Amount Demolition Fee 322.10.00.00 $100.00 Processin /Technoloa Fee 341.43.00.02 $25.00 State Surcharge-Commercial 386.00.01.00 $25.00 Total $150.00 Uploaded Files I Upload File Date File Uploaded By 7/17/2018 3:20:41 PM I Report.pdf Peterson,Launa k 7/17/2018 3:20:41 PM fDemolition site ptan.pdf Peterson,Launa )( 7/17/2018 3:20:41 PM I Demolition Permit Application 1JGIUJgL rXyCfH.p�f Peterson,Launa h, DEMOLITION PERMIT APPLICATION Department of Community& Economic Development City of Arlington•.18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED WITH A COPY OF THE ASBESTOS/DEMOLITION N077FICATION FROM PUGET SOUND CLEAN AIR AGENCY, TWO(2)COPIES OF AN ASBESTOS SURVEY REPORT AND ABATEMENT REPORT (If applicable)COMPLETED BYAN APPROVED AGENCY. Type of Permit:(check one) ❑ Residential ✓❑ Commercial ❑ Industrial Project Address: 104 S. Olvmnic Ave., Arlington, WA Parcel ID#: 310511 001 043 00 Lot#: Subdivision: Valuation: $15,000 Building Area(Sq Ft)4,294 No. of floors: 1 Number of Buildings:2 Owner: Grandview North, LLC Phone Number: 360-435-7171 Address: P.O. Box 159 City:Arlington State: WA Zip Code:98223 Contact Person:Scott Wammack Phone Number: 360-435-7171 Cell Phone: 425-359-5630 E-mail:gv@grandviewinc.net Address: P.O. Box 159 City:Arlington State: WA Zip Code: 98223 Contractor:Grandview North, LLC Phone Number: 360-435-7171 Address: P.O. Box 159 City: Arlington State: WA Zip Code: 98223 Contractor's License Number GRANDNLO13KP Expiration:7/2/2020 Scope of Work: Removal of existing Car Wash and Storage Building. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described prope will be in accordance with the laws, rules and regulations of the Stat of Washington. 45°corr. ljt�asvufrl�cG .... ..,..._.._.....� . 07/09/2018 Applicants Signature Date Scott Wammack Print Applicants Name ZZT FOR STAFF USE ONLY Permit# Accepted BV7 Amount Received Receipt# Date Received ZIN1/4 COR. FNU. _1/2" I,U.I.P, FILLED W/CONC. do STEEL PIN 9,0'N OF 3RD, - 33.0'W OF WEST AVE., 5/1996 X a -- It pj ^+� \ pp K m S 89' 23' 30" E 151.30' o N. LINE LOT 12 50, 0 ou EXC PTION R/W A.F.# 3126 VOL. 10 OF = 12'45'55" ` r; w DEEDS. PG. 200 R - 1482.71• �'• •'•;;(•j;'= o I L = 330.34' Q BACK OF CURB iq S 89' 23' 30" E 119.05 S 89, 115.63' I SANITARY W ® STORM `�r SEWER M.H. M.H. 89'03'51"Ez z 1 10.00'� l J 30.00' w w v z o' o ap O U ♦V N 'U QO O M7 n - SIDEwnL o z z z "'o N F=9 N J LOT 1 15 Q m (V 30,048 SO, FT. z I 0.69 ACRES ov �a / CYCLONE K FUELING x FENCE VACUUM_ )' 4 E ISLAZ- ISLANDS cS �i%4 EI.E� K ?� PUMPS II FUELING �6'1NIDE CONC PACK W ca. - aETniNINc W O 01 O _ FUEL TXNKS 85'10'7.0 E 54.97' —- -- _ 80.-16' i'31.SZ/ If I V S 89' 31' 22" E S89'00'32"E ' N, LINE LOT 15 - SHED n •• FNT s f� •;;fj,; e N • •, ••;.• at -, ;• �-W. LINE BLOCK 7 i �� i i �1 ACC>RO" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 5/1/2019 7/10/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomemengs). PRODUCER LOCKTON COMPANIES CONTACT 3657 BRIARPARK DRIVE,SUITE 700 Whi FAX (A/C.No.Ext- Arc No HOUSTON TX 77042 E-MAIL 866-260-3538 ADI2RE5S INSURERISI AFFORDING COVERAGE NAIL Y wcuRER A• O!d Rennhlie.Incnrance CQrnpany ?AIA7 INSURED INFRASOURCE SERVICES,LLC INSURER B: ACE Property&Casualty Insurance Co 7(1(00 1367186 A QUANTA SERVICES COMPANY INSURER C 14103 STEWART ROAD " SUMNER WA 98390 INSURER D INSURER E INS loco c COVERAGES CERTIFICATE NUMBER: 15484057 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED_NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFf POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY Y N MWZY 313093 5/1/2018 5/1/2019 EACH OCCURRENCE R 5.000.000 A CLAIMS-MADEFRI OCCUR MWZX 313095 5/1/2018 5/1/2019 DAMAGE TO RENT PREMISE (Ea FAnce) a 5.000.000 MED EXP(Any oneperson) s Excluded PER50-1 R AD_V IN AIRY_ $ 5.000 000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAIAGGRfGATF_ S 5_000_000 ❑PRO- ❑ POLICY JECT LOC PRODUCTS-QQMP/QPAGG $ 5_000_000 OTHER: $ AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT A 1' rj MWTB 313092 ]5/1/20185/1/20I Eaacddent a 5000000 AX ANY AUTO MWZX313091 5/1/2019 BODILY INJURY(Per person) s XXXXXXX X AUTOS ONLY AUTOSULED BODILY INJURY(Per accident $ XXXXXXX X AUTOS ONLY N NON-OWNED ONLYY IPer. d nOAMAGE $ XXXXXXX $ XX_X_XX_X_X_ B X UMBRELLA LUIB X OCCUR Y N XOO G27972032 003 5/1/2018 5/1/2019 EACH OCCURRENCE $ 5-000.000 EXCESS LIAR —]CLAIMS-MADE AGGREGATE $ 5-000-000 DIED RETENTION$ $ XXXXXXX WORKERS COMPENSATION OTH- '`� AND EMPLOYERS'LIABILITY YIN N MWC 31309400 5/1/2018 5/1/2019 X STATUTE FR ANY OFFICER/MEM ER EXCLUDED ECUTIVEFN NIA EL EACH ACCIDENT S 1,000,000 (Mendelory in NH) _ _ _ _ _ 1_000-000 y F I_ DISFASF-FA FMPI nVFF C DESCRIPTION OF OPERATIONS below E L DISEASE-PCXICY UMFr 1.000 000 A Stop Gap Liability N N MWC 313094 00 5/1/2018 5/1/2019 $1,000,000 Each Accident $1,000,000 Disease-Policy Limit $1,000,000 Disease-Ea.Emp DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached II more space is required) Additional Insured in favor of City of Arlington(on all policies except Workers'Comp/EL and Stop Gap Liability)where and to the extent required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 15484057 AUTHORIZED REPRESENTATIVE City of Arlington 238 N Olympic Avenue Arlington WA 98233 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION.All rights reserved The ACORD name and logo are registered marks of ACORD -- �, I IN\VIL -, L A S INDUSTRIAL H Y G I E N E S E R V I C E S Laboratory I Management I Training Good Faith Asbestos Inspection 104 S Olympic Avenue Arlington, WA 98223 II ✓ti. .M Prepared For Mr. Scott Wammack Grandview North, LLC PO Box 159 Arlington, WA 98223 Project Number 2018-0525 Inspection Date July 10, 2018 Report Date July 13, 2018 Inspected By Derrick Gallard AHERA Certification # 163734 Certification Expiration Date October 18, 2018 TABLE OF CONTENTS 1.0 SCOPE OF WORK 3 2.0 SURVEY METHOD 4-5 3.0 LABORATORY INFORMATION 6 4.0 BUILDING DESCRIPTION 7 5.0 FINDINGS 8-10 6.0 CONCLUSIONS AND RECOMMENDATIONS 10-11 7.0 LIMITATIONS OF SURVEY 11 APPENDICIES A Sample Locations (Floor Plan) B Laboratory Analysis Results C AHERA Certification & Laboratory Qualifications 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 1.0 SCOPE OF WORK A Good Faith Asbestos Inspection was conducted at the car wash and detached storage located at 104 S Olympic Avenue, Arlington, WA 98223 on July 10, 2018. Derrick Gallard, an AHERA Certified Building Inspector, conducted this inspection at the request of Mr. Scott Wammack of Grandview North, LLC. The purpose of this inspection was to identify all suspect asbestos-containing building materials which would be impacted by the planned demolition of the car wash and detached storage. Destructive sampling methods were utilized to collect samples of suspect building materials. No soft/limited demolition was performed during this inspection. Please note that hidden materials may exist within the structures, and all suspect materials must be treated as asbestos containing until testing proves otherwise. This survey constitutes a surrey of accessible suspect ACM in the project area and was conducted in accordance with: The National Emission Standards for Hazardous Air Pollutants(NESHAP)40 Code of Federal Regulations (CFR) Part 61, Subpart M requires a survey by an accredited asbestos inspector prior to demolition of a structure. This asbestos survey also satisfies the requirements for"Good Faith" inspection outlined in Washington Administrative Code (WAC) 296-62-07221(2), Identification, which requires the owner of a structure to provide contractors with a written report identifying the asbestos-containing materials expected to be disturbed during renovation or demolition. The asbestos survey section is written to comply with the AHERA asbestos sampling procedure as stated in 40 CFR 763.86. This protocol is required under the Puget Sound Clean Air Agency (PSCAA Regulation III, Article IV, rev. March 26, 2009) for all asbestos surveys prior to a building demolition. A floor plan indicating locations of samples collected by NVL personnel has been included in Appendix A. NVL Laboratories,Inc. 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 3 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 2.0 SURVEY METHOD Asbestos Survey Method The NVL Labs field inspector is an Asbestos Building Inspector, certified under the requirements of the United States Environmental Protection Agency (EPA) Asbestos Hazard Emergency Response Act (AHERA) regulation 40 CFR 763, Subpart E. A copy of his certificate is provided in Appendix C. The AHERA Guidelines dictate the following: The inspector must determine homogenous areas, which are defined as an area of Thermal System Insulation, Surfacing Material, or Miscellaneous Material that is uniform in texture and color. Once homogenous areas have been determined, the inspector must determine whether or not material is friable or non-friable. Friable is defined as a material, that when dry, can be crushed, pulverized, or reduced to dust using hand pressure, and non-friable material is defined as a material, that when dry, cannot be crushed pulverized or reduced to dust using hand pressure. Materials normally defined as non- friable can become friable by definition if sufficiently damaged. Once friability has been determined, the materials suspected of containing asbestos are divided into one of three categories: Thermal System Insulation (TSI), Surfacing Material (SM), or Miscellaneous Material (MM). Generally speaking, TSI and SM are considered to be friable, with the exception of TSI where the structural integrity of the insulation is intact and the protective out wrap is undamaged. Once materials are divided into one of the categories, samples are collected in the following manner: Friable Thermal System Insulation: 1. Inspector shall collect three (3) randomly distributed samples; 2. Inspector shall collect a minimum of one sample of each TSI materials that appears to have been used as a patch, as long as the patch is less than six linear feet or six square feet; 3, inspector shall collect in a manner sufficient, samples from areas of TSI applied to fittings,tees, and joints. Friable Surfacing Material: 1. Inspector shall collect samples in statistically random manner of surfacing materials as follows: a. Collect three bulk samples from an area believed to be homogeneous (defined as a material that appears to be the same or similar and was installed at the same time)that is 1,000 square feet or less in size; b. Collect five bulk samples from an area believed to be homogeneous that is greater than 1,000 square feet in size, but less than 5,000 square feet in size; c. Collect seven bulk samples from an area believed to be homogeneous that is greater than 5,000 square feet. NVL Laboratories, Ina 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 4 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 2.0 SURVEY METHOD (continued) Miscellaneous Materials. 1. Inspector shall collect samples in a manner and number sufficient to determine if the material is asbestos-containing or not. All Materials Determined to Be Non-Friable 1. Inspector shall collect samples in a manner and number sufficient to determine if the material is asbestos containing or not. In addition to these sampling requirements, the AHERA Building Inspector is required to assess the following of each material that is found to be positive for asbestos: 1. The condition of each material; 2. Accessibility; 3. Possibility for air erosion. Once the samples have been collected, they must be analyzed by an accredited laboratory, and they must be analyzed using polarized light microscopy methods, commonly referred to as EPA Method 600/R- 93/116. NVL Labs collected samples and obtained analytical data for suspect asbestos-containing materials identified in the building. Once collected, each bulk sample was sealed in an unadulterated plastic bag to eliminate the possibility of cross-contamination. "Chain-of-Custody" tracking was followed to maintain sample integrity during handling and data reporting at NVL Labs. A walk-through inspection of all accessible areas of this structure was performed to identify potential asbestos-containing materials. The walk-through inspection included a review of the internal and external aspects of this structure. The locations and types of potential asbestos-containing materials were noted. Homogeneous Materials Homogeneous materials are defined as an area of asbestos-containing material or presumed asbestos- containing material which appears similar throughout in terms of color, texture, and date of material application. The report listing for homogenous materials will appear as follows Sample Material Description by Layer Location Asbestos Quantity Friable Number Layer 1 is not asbestos-containing # Location description "X"LFIR' Yes/No Layer 2 is asbestos-containing 2. % NVL Laboratories, Inc. 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 5 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 3.0 LABORATORY INFORMATION Laboratory Analysis: Asbestos In accordance with 40 CFR Chapter 1 (1-1-87 edition)Part 763, Subpart F,Appendix A, asbestos samples are analyzed at NVL Labs using polarized light microscopy (PLM)with dispersion staining. If samples are not homogeneous, then sub-samples of the components are analyzed separately. All bulk samples are analyzed using EPA Method 600/R-93/116 with the following measurement uncertainties for reported % asbestos: 1%=0-3%, 5%>_1-9%, 10%=5-15%, 20%=10-30%, 50%=40-60%. Only materials containing more than 1% total asbestos were classified as "asbestos-containing" based on EPA, state, and local regulations. Findings for samples containing more than one separable layer of materials are reported for each layer The asbestos concentration in the sample is determined by visual estimation. NVL Labs is accredited by the National Institute of Standards and Technology (NIST) under the National Volunteer Laboratory Accreditation Program (NVLAP) program for bulk asbestos fiber analysis; NVLAP Lab Code 102063-0 Laboratory Accreditation Professional accreditations for NVL Laboratories, Inc. include the following: NVL Laboratories, Inc. is currently accredited by the National Institute of Standards and Technology (NIST) under the National Volunteer Laboratory Accreditation Program (NVLAP) program for bulk asbestos fiber analysis. NVLAP Lab Code 102063-0 NVL Laboratories, Inc. is approved by the American Industrial Hygiene Association (AIHA) Asbestos Analysts Registry (AAR) program for airborne asbestos fiber analysis. AAR Counter ID 7412 NVL Laboratories, Inc. is currently accredited by the American Industrial Hygiene Association (AIHA) under the Industrial Hygiene Laboratory Accreditation Program (IHLAP). The IHLAP program is designed specifically for laboratories involved in analyzing samples to evaluate workplace exposure. IHLAP Certification Number 563 NVL Laboratories, Inc 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100-Fax(206)634-1936 6 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 4.0 BUILDING DESCRIPTION General Building Type The property consists of two commercial buildings of wood framed and masonry construction. Primary External Components The exterior of the buildings is aluminum and brickimortar siding. Foundation Type The buildings have on-grade concrete foundations. Roofing Material(s) The buildings have metal and tri-tab shingle roofing Window Type(s) The windows of the buildings are wood framed with exterior glazing and vinyl framed with no associated caulking / glazing. Flooring The flooring of the property is sheet vinyl, linoleum, carpet, hardwood, and plastic laminate. Thermal Systems with Insulation The buildings are heated through electric baseboard inserts with no suspect thermal insulation. Finishing The buildings are finished with drywall. NVL Laboratories,Inc. 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 7 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 5.0 FINDINGS Datachod Storage Sample Number Material Description by Layer Location Asbestos l Quantity`" Friable' 1:Texture with paint 1:NO I 2018-0525-1-1 2:Texture with paint Room 1,wall 2:ND 3:Texture with paint 3:NO 4:Drywall 4:NO 1:Texture with paint 1:NO 2018-0525-1-2 2:Texture with paint Room 2,ceiling 2:NO 3:Drywall 3:NO 1:Texture with paint 1:NO 2018-0525-1-3 2:Texture with paint Room 3,wall 2:NO 3:Drywall 3:ND 1:Texture with paint 1:NO 2018-0525-1-4 2:Texture with paint Room 4,wall 2:NO 3:Drywall 3:ND 1:Texture with paint 1:ND 2:Texture with paint 2:NO 2018-0525-1-5 Room 5,ceiling 3:Texture 3:NO 4:Drywall 4:NO 1:Joint compound with paint 1:NO 2018-0525-3-1 2:Joint compound Room 5,closet,wall joint 2:ND 3:Drywall 3:NO 1:Light gray sheet vinyl 1:NO 2:Off-white backing mastic 2:NO 3:Texture overspray on hardwood 3:NO 4:Green linoleum 4:NO 2018-0525-3-2 Room 1,entry,floor 5:Black backing with mastic 5:NO 6:Beige linoleum 6:NO 7:Black backing with red coating 7:NO 8:Gray backing with mastic 8: ND ND None Detected NVL Laboratories, Inc. 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 8 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 5.0 FINDINGS (continued) Detached Storage Sample Number Material Description by Layer Location Asbestos r Quantity"" Friable" 1:Carpet with mastic 1:NO 2:Caret pad 2:NO 3:Texture overspray on hardwood 3:ND 4:Tan linoleum with mastic 4:ND 2018-0525-3-3 Room 1,floor 5:Black backing with red coating 5: ND 6:Green linoleum 6: ND 7.Black backing with gray coating 7: ND 8:Gray backing 8: ND 1:Tan laminate 1: ND 2018-0525-3-4 Rooms 1 &4,counters 2:Yellow mastic 2: ND 2018-0525-3-5 1:Texture overspray on hardwood Room 2,floor 1:ND 2:Black felt (under carpet) 2:ND 1:Cream sheet vinyl 1:ND 2018-0525-3-6 2:Light gray backing with mastic Room 3,floor 2:ND 3:Compressed board 3:ND 1:Gray sheet vinyl 1:ND 2:Light gray backing with mastic Room,4,floor 2:ND 2018-0525-3-7 3:Compressed board 3: ND 4:Black felt 4: ND 1 1:Gray sheet vinyl 1: ND 2018-0525-3-8 2:Off-white backing with tan mastic Room 5,floor 2:ND 3:Plastic laminate with adhesive 3:ND 1:Brown felt 1: ND 2018-0525-3-9 Room 6,wall cavity 2:Fiberglass 2: ND 1:Red brick 1:ND 2018-0525-3-10 Attic,chimney 2:Mortar 2:ND 2018-0525-3-11 Gray window glazing with silver paint Exterior, attic,wood window ND 1:Tri-tab shingle 1: ND 1 2:Black mastic 2:ND 2018-0525-3-12 Exterior,awning,roof 3:Tri-tab shingle 3:ND 4:Black felt 4:ND ND None Detected NVL Laboratories,Inc. 4708 Aurora Ave N Seattle,WA 96199 Phone(206)547-0100•Fax(206)634-1936 9 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 5.0 FINDINGS (continued) Car Wash Sample Number Material Description by Layer Location i Asbestos Quantity** Friable- 1:Red brick 1:NO i 2018-0525-3-13 Exterior,columns 2:Mortar 2:ND � 1:Tri-tab shingle 1:ND 2018-0525-3-14 2: Black mastic Exterior,awning roof 2:ND 3:Tri-tab shingle with black felt 3:ND ND None Detected Any suspect material(s) not identified above should not be disturbed and should be tested immediately All suspect materials must be treated as asbestos-containing until testing proves otherwise. 6.0 CONCLUSIONS AND RECOMMENDATIONS There were no asbestos-containing building materials identified during the Good Faith Asbestos Inspection of the subject storage and car wash. Contractors should be aware that concealed suspect asbestos-containing building materials may be uncovered during the course of demolition or renovation work. Contractors should have contingency plans that include stopping work, evacuation of the immediate area and sampling by a certified AHERA Building Inspector whenever these materials are found. Concealed suspect materials may include, but are not limited to: non-fiberglass pipe or roof drain insulation; spray-applied coatings; cement board; asphalt or paper vapor barriers; floorings and adhesives. If discovered, all asbestos-containing materials that will be disturbed as a natural part of renovation and/or demolition are required to be removed and disposed of in accordance with Washington State regulations. Washington State Department of Labor and Industries and PSCAA require that the abatement be performed using Certified Asbestos Workers under the direct on-site supervision by a Certified Asbestos Supervisor. NVL recommends that an AHERA inspector/project manager be on site at the time of renovation/demolition to ensure that any potentially asbestos-containing materials uncovered during the process of renovation/demolition be dealt with properly. NVL Laboratories, Inc. 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 10 ,104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 6.0 CONCLUSIONS AND RECOMMENDATIONS (continued) NVL Labs, Inc. is making the following recommendations regarding asbestos: 1. A copy of this inspection report should be maintained at the project site during the duration of renovation /demolition. 2. A copy of this inspection report should be provided to the General Contractor and any Sub Contractors working on the renovation /demolition project. 3. The inspection report is not intended to serve as a design /bidding document, or scope of work prior to renovation /demolition. 4. Abatement specifications should be prepared by a Hazardous Materials Consulting firm covering the regulated building materials that will be impacted by the renovations/demolition, and these specifications should be part of any contract documents prepared for this project. 5. A licensed asbestos abatement contractor must be utilized to remove any asbestos-containing materials that will be impacted by the planned renovation / demolition. 6. A Hazardous Materials Consulting Firm should provide project oversight and air monitoring during the removal of the asbestos-containing materials. 7.0 LIMITATIONS OF SURVEY The sole purpose of this Good Faith Asbestos Inspection report is to document asbestos-containing building materials discovered at 104 S Olympic Avenue, Arlington, WA 98223 The purpose of this inspection was to identify all suspect asbestos-containing building materials which would be impacted by the planned demolition of the car wash and detached storage. Destructive sampling methods were utilized to collect samples of suspect building materials. No soft/limited demolition was performed during this inspection. Please note that hidden materials may exist within the structures, and all suspect materials must be treated as asbestos containing until testing proves otherwise This site visit consisted of a thorough visual walk-through of the building for the purpose of viewing and sampling potential asbestos-containing material. As hazardous material surveys are non-comprehensive by nature, NVL Laboratories, Inc. cannot be held liable for materials which require destructive means to access, materials which are hidden from sight(e.g. materials hidden behind walls), materials which cannot be found due to their obscure nature, or which otherwise cannot be discovered with reasonable diligence. This document is the sole property of NVL Laboratories and the property owner, or his agent, authorizing this survey. Inspected By Reviewed By V/ /Z / - - Derrick Gallard Syed Hasan AHERA Building Inspector Manager Field Services AHERA Certification: # 163734 AHERA Certification: # 1628677 Expiration Date: October 18, 2018 Expiration Date: July 26, 2018 NVL Laboratories,Inc. 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 11 IN 1L l A ,B S Appendix A Sample Locations (Floor Plan) 1� I�.• NVL Project# 2018-0525 L A 6 S Client Grandview North, LLC.-Scott Wammack Page of INDUSTRIAL H Y G I E N E Location 104 S Olympic Ave. Date 7/10/2018 SERVICES Laboratory I Management I Training City Arlington Made by Derrick Gallard 13 I t 3 3r Room 2 � Root I (Zot�rt �com ti P:ooM (o 3-r� I 3-ro ATTIC (NOT' To aPkL,E-) Phone: 206 547.0100 I Fax: 206 63A.1936 I Toll Free: 1.888.NVL.LABS (685.5227) 4708 Aurora Avenue North I Seattle, WA 98103-6516 IN 'IL L A ,B 5 Appendix B Laboratory Analysis Results July 12, 2018 "i' I L' L A B S Derrick Gallard I N D U S T R I A L NVL Field Services Division S E RGVI I C E S 4708 Aurora Ave. N. Laboratory I Management Training Seattle, WA 98103 RE: Bulk Asbestos Fiber Analysis; NVL Batch#1813014.00 Client Project:2018-0525 Location: 104 S Olympic Ave.Arlington, WA 98223 Dear Mr. Gallard, Enclosed please find test results for the 19 sample(s) submitted to our laboratory for analysis on 7/10/2018. Examination of these samples was conducted for the presence of identifiable asbestos fibers using polarized light microscopy (PLM) with dispersion staining in accordance with both EPA 600/M4-82-020, Interim Method for the Determination of Asbestos in Bulk Insulation Samples and EPA 600/R-931116 Method for the Determination of Asbestos in Bulk Building Materials. For samples containing more than one separable layer of materials, the report will include findings for each layer (labeled Layer 1 and Layer 2, etc. for each individual layer). The asbestos concentration in the sample is determined by calibrated visual estimation. For those samples with asbestos concentrations between 1 and 10 percent based on visual estimation, the EPA recommends a procedure known as point counting (NESHAPS, 40 CFR Part 61). Point counting is a statistically more accurate means of quantification for samples with low concentrations of asbestos. The detection limit for the calibrated visual estimation is <1%, 400 point counts is 0.25% and 1000 point counts is 0.1% Samples are archived for two weeks following analysis. Samples that are not retrieved by the client are discarded after two weeks. Thank you for using our laboratory services. Please do not hesitate to call if there is anything further we can assist you with. Sincerely, [LW-flk-- Matt Macfarlane, Asbestos Lab Supervisor 1.888.NVL.LABS Enc.: Sample Results NVL Laboratories, Inc. - 4708 Aurora Ave N, Seattle,WA 981-03 7 i1i?:i ' Ott:,.i;-_�'.1 I Lab Code:102063.0 www.nvilabs.com p 206.54-7.0100 1 f 206.634.1936 page 1 of 15 NIVL Laboratories, Inc. IN��IL 4ni8 Awora Ave N.SLarlir.WA?tic. p JOA�4?U.UO I F20661,43936 I N,Yv_nvliab.corr L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Lab ID: 18067134 Client Sample#: 2018-0525-1-1 Location: 104 S Olympic Ave.Arlington,WA 98223 Layer 1 of 4 Description: Trace thin white bumpy compacted powdery material with cream paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 4 Description: Off-white compacted powdery material with white paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 3 of 4 Description: Off-white thin fibrous material with white paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Paint Cellulose 28% None Detected ND Layer 4 of 4 Description: Off-white chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder, Fine particles Cellulose 20% None Detected ND Lab ID: 18067135 Client Sample#: 2018-0525-1-2 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 3 Description: White bumpy compacted powdery material with cream paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 3 Description: Layered white compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 3 of 3 Description: Off-white chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder Cellulose 19% None Detected ND Sampled by: Client Analyzed by:Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA B00/R-93/116 and 600/M4-62-020 Methods with the following measurement uncertainties for the reported%Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=4(1-60%)_This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 2 of 15 IN `/IL L A B 5 Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Lab ID: 18067136 Client Sample#: 2018-0525-1-3 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 3 Description: White bumpy compacted powdery material with brown paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 3 Description: Off-white thin fibrous material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Paint Cellulose 30% None Detected ND Layer 3 of 3 Description: White chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder Cellulose 20% None Detected ND Glass fibers 5% Lab ID: 18067137 Client Sample#: 2018-0625-1-4 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 3 Description: White thin bumpy compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 3 Description: Off-white thin fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Cellulose 27% None Detected ND Layer 3 of 3 Description: Off-white chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder Cellulose 18% None Detected ND Lab ID: 18067138 Client Sample #: 2018-0525-1-5 Location: 104 S Olympic Ave.Arlington, WA 98223 Sampled by: Client 1/ Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%,5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 3 of 15 NVL Laboratories, Inc.1,708:Aurora Avv,N.Se�L'le_WA 9,9]03 IN\a� IL p 205 S47 0100 I f 205 03a 1 j3o' I .veaw nvllabs.onn L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received:7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington, WA 98223 Method: EPA/600/R-93/116 &EPA/600/M4-82-020 Layer 1 of 4 Description: White bumpy compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 4 Description: Trace thin off-white compacted powdery material with white paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 3 of 4 Description: Off-white thin fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Cellulose 24% None Detected ND Layer 4 of 4 Description: Off-white chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder, Fine particles Cellulose 19% None Detected ND Glass fibers 2% Lab ID: 18067139 Client Sample#: 2018-0525-3-1 Location: 104 S Olympic Ave.Arlington,WA 98223 Layer 1 of 3 Description: White bumpy compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 3 Description: Off-white thin compacted powdery material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles Cellulose 32% None Detected ND Layer 3 of 3 Description: White chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder, Fine particles Cellulose 20% None Detected ND Glass fibers 4% Sampled by: Client Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane, Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately.All bulk samples are analyzed using both EPA 600IR-931116 and 6001104-82-020 Methods with the following measurement uncertainties for the reported%Asbestos(1%=0-3%,5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 4 of 15 NVL Laboratories, Inc. (NVIL 4'08 Au,ora Av,N Seattle.,,VA 98in; p 206 5470100 1 f 206 634 1936 I www_nvlJz bs rom L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch#: 1813014.00 Address:4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gaillard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington, WA 98223 Method: EPA/600/R-93/116 &EPA/6001M4-82-020 Lab ID: 18067140 Client Sample#: 2018-0525-3-2 Location: 104 S Olympic Ave.Arlington,WA 98223 Layer 1 of 8 Description: Light gray sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Synthetic foam, Vinyl/Binder None Detected ND None Detected ND Layer 2 of 8 Description: Off-white fibrous backing with soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Mastic/Binder Cellulose 39% None Detected ND Glass fibers 5% Synthetic fibers 2% Layer 3 of 8 Description: Gray thin crumbly material on wood Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles Cellulose 2% None Detected ND Layer 4 of 8 Description: Green thin sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Fine particles, Binder/Filler None Detected ND None Detected ND Layer 5 of 8 Description: Black asphaltic fibrous backing with trace thin mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Mastic/Binder Cellulose 42% None Detected ND Synthetic fibers 2% Layer 6 of 8 Description: Beige thin sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Fine particles, Binder/Filler None Detected ND None Detected ND Sampled by: Client Analyzed by:Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-62-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector, This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 5 of 15 NVL Laboratories, Inc. I►1` ' 4%08 Am r..r,i Ave N,tiwettle,4VA 98i 03 ��1 ID d 206 5V 0i0G I f'Un 634 193E I >vwvv lvllabs,com L A 8 S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#:2018-0525 Seattle, WA 98103 Date Received: 7/1 012 01 8 Samples Received: 19 Attention: Mr. Derrick Gaillard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington,WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Layer 7 of 8 Description: Black asphaltic fibrous backing with red coating Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 37% None Detected ND Synthetic fibers 3% Layer 8 of 8 Description: Gray fibrous backing with trace thin mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Mastic/Binder Cellulose 38% None Detected ND Synthetic fibers 12% Lab ID: 18067141 Client Sample#: 2018-0525-3-3 Location: 104 S Olympic Ave.Arlington,WA 98223 Layer 1 of 8 Description: Multi-color woven fibrous material with white fibrous mesh and off-white mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Mastic/Binder Synthetic fibers 86% None Detected ND Layer 2 of 8 Description: White fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Synthetic fibers 79% None Detected ND Layer 3 of 8 Description: Tan thin sheet vinyl with trace thin mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Mastic/Binder None Detected ND None Detected ND Layer 4 of 8 Description: Black asphaltic fibrous backing with red coating Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 34% None Detected ND Synthetic fibers 3% Sampled by: Client Analyzed by:Alla Prysyazhnyuk Date;07/12/2018 l•� Reviewed by. Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using bath EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported%Asbestos(1%=0-3%,5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 6 of 15 NVL Laboratories, Inc. INVIL d%08 Auror..Aee N,Searle,VVA 9910 p Z065470]00 j f 10ti 68 1S3o 1 mm.r0labs.com L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address:4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle,WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington, WA 98223 Method: EPA/600/R-93/116 &EPA/600/M4-82-020 Layer 5 of 8 Description: Green thin sheet vinyl with trace gold mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Mastic/Binder None Detected ND None Detected ND Layer 6 of 8 Description: Black asphaltic fibrous backing with dark gray coating Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 35% None Detected ND Synthetic fibers 2% Layer 7 of 8 Description: Gray fibrous backing Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Wood flakes Cellulose 38% None Detected ND Synthetic fibers 5% Wood fibers 2% Layer a of 8 Description: Off-white compacted powdery material with paint on wood Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Wood Lab ID: 18067142 Client Sample#: 2018-0525-3-4 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 2 Description: Brown flat hard compressed fibrous material with tan surface Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Adhesive/Binder, Binder/Filler Cellulose 83% None Detected ND Layer 2 of 2 Description: Yellow soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Mastic/Binder None Detected ND None Detected ND Sampled by: Client 1/ Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 vl' Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 6001R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported%Asbestos(1%=0-3%,5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 7of15 NVL Laboratories, Inc. INV 470E Aurora Ave M.Seattle 6VA 98103 IL P 206 547 0100 f 20h C A 1936 1 www 110abs com L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch M 1813014.00 Address:4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington, WA 98223 Method: EPA/600/R-93/116 &EPA/600/M4-82-020 Lab ID: 18067143 Client Sample#: 2018-0525-3-5 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 7 of 2 Description: Black asphaltic fibrous felt Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder Cellulose 75% None Detected ND Layer 2 of 2 Description: Off-white compacted powdery material with paint on wood Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Wood Lab ID: 18067144 Client Sample#: 2018-0525-3-6 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 3 Description: Cream sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Synthetic foam,Vinyl/Binder None Detected ND None Detected ND Layer 2 of 3 Description: Light gray fibrous backing with soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Mastic/Binder Cellulose 40% None Detected ND Glass fibers 3% Layer 3 of 3 Description: Tan wooden compressed fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Adhesive/Binder, Binder/Filler Wood fibers 97% None Detected ND Lab ID: 18067145 Client Sample#: 2018-0525-3-7 Location: 104 S Olympic Ave.Arlington, WA 98223 Sampled by: Client I /1 Analyzed by:Alla Prysyazhnyuk Date:07/1212018 l.Y, Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported%Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%),This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 8 of 15 NVL Laboratories, Inc. IN VIL 4708 Aw ora Ave N,Seattle WA 981103 p_M6 5,17 07 00 i t 306 634 193E 1 .vww nvl;abe.c,)m L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gaillard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington,WA 98223 Method: EPA/600/R-93/116 &EPA/600/M4-82-020 Layer 1 of 4 Description: Gray sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Synthetic foam, Vinyl/Binder None Detected ND None Detected ND Layer 2 of 4 Description: Light gray fibrous backing with soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Mastic/Binder Cellulose 32% None Detected ND Glass fibers 4% Layer 3 of 4 Description: Tan wooden compressed fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Adhesive/Binder, Binder/Filler Wood fibers 95% None Detected ND Layer 4 of 4 Description: Black asphaltic fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Wood flakes Cellulose 34% None Detected ND Lab ID: 18067146 Client Sample#: 2018-0525-3-8 Location: 104 S Olympic Ave.Arlington,WA 98223 Layer 1 of 3 Description: Gray sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Synthetic foam, Vinyl/Binder None Detected ND None Detected ND Layer 2 of 3 Description: Off-white fibrous backing with tan soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Mastic/Binder Cellulose 29% None Detected ND Glass fibers 4% Layer 3 of 3 Description: White flat hard brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles Glass fibers 18% None Detected ND Sampled by: Client Analyzed by: Alla Prysyazhnyuk Date:07/1212018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous,then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported%Asbestos(1%=0-3%,5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy or the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval or NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 9 of 15 NVL Laboratories, Inc. 4'08 Awno:Ave N,Seattle:WA 98-C's p_ F 547 0100 j !d06 534 193o wwev null�tri,co Ri L A 6 S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch M 1813014.00 Address:4708 Aurora Ave. N. Client Project#:2018-0525 Seattle, WA 98103 Date Received:7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gaillard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington,WA 98223 Method: EPA/600/R-93/116 &EPA/600/M4-82-020 Lab ID: 18067147 Client Sample#: 2018-0525-3-9 Location: 104 S Olympic Ave.Arlington,WA 98223 Layer 1 of 2 Description: Tan paper with asphalt and trace red paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Binder/Filler, Paint Cellulose 55% None Detected ND Layer 2 of 2 Description: Pink fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Glass fibers 63% None Detected ND Lab ID: 18067148 Client Sample#: 2018-0525-3-10 Location: 104 S Olympic Ave.Arlington,WA 98223 Layer 1 of 2 Description: Red brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler None Detected ND None Detected ND Layer 2 of 2 Description: Light gray brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type. % Binder/Filler, Mineral grains, Sand None Detected ND None Detected ND Lab ID: 18067149 Client Sample#: 2018-0525-3-11 Location: 104 S Olympic Ave.Arlington, WA 98223 Comments: Unable to analyze silver paint as a separate layer Layer 1 of 1 Description: Gray putty material with silver paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Metallic paint None Detected ND None Detected ND Paint Lab ID: 18067150 Client Sample#: 2018.0526-3-12 Location: 104 S Olympic Ave.Arlington, WA 98223 Sampled by: Client t Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 l r Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported%Asbestos(1%=0-3%,5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc, It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 10 of 15 L A B 5 Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gaillard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Layer 1 of 4 Description: Black asphaltic fibrous material with granules Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Granules, Mineral grains Glass fibers 13% None Detected ND Layer 2 of 4 Description: Black asphaltic mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder None Detected NO None Detected NO Layer 3 of 4 Description: Black asphaltic fibrous material with brown granules and clear cellophane Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Birder, Granules, Cellophane Glass fibers 15% None Detected ND Layer 4 of 4 Description: Black asphaltic fibrous felt with trace thin silver paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Metallic paint Cellulose 72% None Detected ND Lab ID: 18067151 Client Sample#: 2018-0526-3-13 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 2 Description: Red brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler None Detected NO None Detected ND Layer 2 of 2 Description: Light gray brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Mineral grains, Sand None Detected ND None Detected ND Lab ID: 18067152 Client Sample#: 2018-0526-3-14 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 3 Description: Black asphaltic fibrous material with granules Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Granules, Mineral grains Glass fibers 14% None Detected ND Sampled by: Client Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately,All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos (1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%) This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 11 of 15 NVL Laboratories, Inc. (NVIL 4708 Amnia Ave N Seattle.,WA 98A3 p 206 5470100 I f 206.634.1936 I www.nvllabs mm L A fi S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch M 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/1 012 0 1 8 Samples Received: 19 Attention: Mr. Derrick Gaillard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington,WA 98223 Method: EPA/600/R-93/116 &EPA/600/M4-82-020 Layer 2 of 3 Description: Black asphaltic mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder None Detected ND None Detected ND Layer 3 of 3 Description: Black asphaltic fibrous material with granules and clear cellophane Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Granules, Cellophane Glass fibers 13% None Detected ND Sampled by: Client Analyzed by:Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor J Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported%Asbestos(1%=0-3%,5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 12 of 15 NA Laboratories, Inc. ASBESTOS LABORATORY SERVICES 4703 AUIGIa Ave N,Seattle,WA 98103 IIIVIL p 206 5,170100 1 206.63,1 1936 I www.nvllah,cnm L A B S Company NVL Field Services Division NVL Batch Number 1813014.00_-- Address 4708 Aurora Ave, N. TAT 2 Days - AH No Seattle,WA 98103 __ _ Rush TAT Project Manager Mr. Derrick Gallard Due Date 7/12/201.8 Time 3:45 PM Phone (206) 547-0100_-_- Email derrick.g@nvllabs.com Cell (206) 707-3236 Fax (206)634-1936_-- __ Project Name/Number:2018-0525 - Project Location: 104 S Olympic Ave.Arlington,-WA 98223 Subcategory PLM Bulk Item Code ASB_-02_ EPA 600/R-93-116 Asbestos by PLM .•bulk>_ Total Number of Samples 19 Rush Samples Lab ID Sample ID Description AIR 1 18067134 2018-0525-1-1 A 2 18067135 2018-0525-1-2 A 1 3 18067136 2018-0525-1-3 A 4 18067137 2018-0525-1-4 A t 5 18067138 2018-0525-1-5 A 6 18067139 2018-0525-3-1 Composite A 7 18067140 2018-0525-3-2 A 8 18067141 2018-0525-3-3 A 9 18067142 2018-0525-3-4 A 10 18067143 2018-0525-3-5 — A 11 118067144 2018-0525-3-6 A 12 18067145 2018-0525-3-7 A 13 18067146 2018-0525-3-8 A 14 18067147 — 2018-0525-3-9 A 15 18067148 2018-0525-3-10 A 16 J18067149 2018-0525-3-11 A 17 18067150 2018-0525-3-12 A 18 118067151 2018-0525-3-13 A - Print Name Signature Company Date Time Sampled by Client Relinquished by Client Office Use Only Print Name Signature Company Date Time Received by Emily Schubert INVL 7/10/18 1545 Analyzed by Alla Prysyazhnyuk 1LVL 7/12/18 Results Called by I❑Faxed ❑Emailed Special Instructions: Date:7/10/2018 Time 3:57 Plan Entered By:Emily Schubert page 13 of 15 NVL Laboratories, Inc. ASBESTOS LABORATORY SERVICES 4708 Auiuia Ave N,Seattle,WA 98103 IN�V 1))06547.0100 1 i 206-634-1936 I www.nvllabs.com L A B S Company NVL Eield Services_Division NVL Batch Number 1813014.00 Address 4708 Aurora Ave. N. - - TAT 2_Days _AH No Seattle,.W- A_981.03__- Rush TAT Project Manager Mr. Derrick Gallard Due Date 7/12/2018 _Time_ 3:45 PPA_ Phone (20.6) 547-0100-__ Email derrick_gQnvllabs.t.orn_. _ Cell (206)70773236__ - Fax (206)_634-1936 Project Name/Number:2-018-0525_—____- Project Location: 1-04_S OJympioAve._Arlington, WA 98223 Subcategory PLKB-uk Item Code AS13-.02 __ - __EPA_0/R-93.-.116 Asbestos by PLWL bulk>____ Total Number of Samples_ ._1..�_.__._. Rush Samples Lab ID Sample ID _ Description _ AIR 19 18067152 2018-0525-3-14 Print Name Signature Company Date Time —r-- ---- - - -- --- —t- Sampled by Client Relinquished by (Client J Office Use On!y Print Name Signature Company Date Time Received by Emily Schubert NVL_ 7/10118 1545 Analyzed by Alla Prysyaz_hn_yuk NVL 17/12/18 Results Called by Faxed (l Emailed Special Instructions: Date:7/10/2018 Time:3.57 PM Entered By:Emily Schubert page 14 of 15 NVL Laboratories, Inc. CHAIN of CUSTODY OILS 4706 Aurora Ave K Seattle,WA 98103 SAMPLE LOG 1813014 s p 206 547 0100 I f 206 634 1936 1 www.nv1lab5 com NVL Laboratories Inc NVL Batch Number Client Client Job Number 2018-0525 Street 4708 Aurora Ave N !of Seattle,WA 98103 Total Samples Project Manager 5ved Hasan Turn Around Time I_ t Hr 6 Hrs 3 Days I . 10 Days 2 Hrs Day 4 Days Project Location 104 S 01 tmpic Ave. .4 Hrs 1 Days I ;5 Days Arlington, WA 98223 Please call for TAT less than 24 Hr: Email address gvCcdgrandviewinc.net Phone: (425) 359-5630 Fax: Asbestos Air ;PCM(NIOSN 7400) ( ITEM(NIOSH 7402) J TEM(AHERA) I_'TEM(EPA Level II) 1 I Other Asbestos Bulk' x,PLM(EPA/600IR-93I116) �e PLM(EPA Point Count) [ I PLM(EPA Gravimelry) [ ]TEM BULK 1-1 MoldfFunaus _;Mold Air 1---'Mold Bulk i ,Rotometer Calibration METALS Det. Limit Matrix RCRA Metals All 8 OIther Metals �• r-� _I ❑Total Metals l ' FAA(ppm) v Air Filter Soil Arsenic..(As) Chrom All 3 ium(Gt TCLP I i ICP(ppm) Drink,ng water J Paint Chips in% ! Barium(Ba) Lead(Pb) rl Copper(Cu) Cr 6 I I Dustimpe(Area) I Paint Chips in crr Cadmium(Ccl) Mercury(Fig) Nickel n) GFAA(ppb) I zinc(Zn) []Other Types Fiberglass _ Nuisance Dust ❑Other(Specify) _ s of Analysis 1: Filing n Racnirahla r)i ict Condition of Package: ❑Good ❑Damaged(no spillage) U Severe damage(spillage) Seq.# Lab ID Client Sample Number,Comments FAIR 1 2nf�-�5 -� 3 `1-Z _3-( , 4 —j_L1 5 6 t,aMpDSICE I -3•y 1O i -322 S 11 -J-6 I 13 � .� 14 11 -dl 15 ( 1-16 Print Below .Sion Below Company Date Time Sampled by wL �Q IIdC /-L /�/[� _7(0-(8 Relinquished by (Z(t(CfL �/ �(/(/(� 7_(6,((d, LW Analyzed Received by -�a,�- �1--- r 1V�lc� Z//!l//�j I L Analyzed by I ` Results Called by Results Faxed by Special Instructions: Unless requested in writing,all samples will be disposed of two(2)weeks after analysis. Results report to page 15 of 15 IN IL L A 0 5 Appendix C AHERA Certification & Laboratory Qualifications E O � 4 N L6 ° CN w oo O O pLo NJ O Cp Q S C r m `�° Qj L) T d t W o ® __ ro � � � C: m c V C T ao -MA Qo � Sc o O N O :° C� m ,c ON � LL C ` .fir .. •r.l Q1 C a Q ram+ O O �" a m 06 a pk �. . O `' 3 V� 0 p� Q ♦� a J U GM ... ,O N � a a � c o o C O hQ 3 U w LM U o b m a R Q m �6 LU "" M cQ a V Lewv � m c �• �E m N U rr OF National Voluntary , ALaboratory Accreditation Program ' SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 NVL Laboratories,Inc. 4708 Aurora Avenue N. Seattle,WA 98103 Mr.Nghiep Vi Ly Phone.206-547-0100 Fax:206-634-1936 Email:nick.l@nvllabs.com http://www.nvilabs.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 102063-0 Bulk Asbestos Analysis Code lI-rdon 18/A01 EPA--Appendix E to Subpart E of Part 763—Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116:Method for the Determination of Asbestos in Bulk Building Materials For the National Volunta L)bo-MtN4zPCC10d11aUoi i Program Effective 2017-10-01 through 2018-09-30 Page 1 of \ ^ ,1 r r`, I _ � � I 1 LL 06 • l co 1 • E Lu .. .;v ( r- C5 a cr CV) 4-0 • • • /r� • � �-� 1 ►� • i _ Ln ' co it ">J 1, cn �,. CD IQ 0 � _ t. 1 I CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON,WA. 98223 6 PHONE; (360)403-3551 BUILDING PERMT Address:104 S Olympic Avenue Permit#:2058 Parcel#:31051100104300 Valuation:0.00 OWNER APPLICANT CONTRACTOR Name:OLYMPIC PROPERTY HOLDINGS LLC Name:Grandview North,LLC Name:GRANDVIEW NORTH LLC Address:7421 284TH ST NE Address:P.O.Box 159 Address:PO BOX 159 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:ARLINGTON,WA 98223 Phone: Phone:360-435-7171 Phone:360-435-7171 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTTON PERMIT TYPE: Demolition CODE YEAR: 2015 STORIES: 1 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 2 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RC W 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI IO/IRC110. &ALES TAX NOTICL Sales tax relating to construction and construction materials in the City of Arington must be reported on your sales tax return form and coded Cin:-t4-1lington#3101. SGoi�tl/,Orfi 7� /6 "/`��fli,+ L���'lf.�r�ss✓sl�J�✓�t . Signature Print Name DatV Released By Date CONDITIONS Call for final inspection or if unforeseen structures are located. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 7/17/2018 Demolition Fee $100.00 7/17/2018 Processing/Technology Fee $25.00 7/1 V2018 State Surcharge-Commercial $25.00 Total Due: $150.00 Total Payment: $0.00 Balance Due: $150.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 I When calling for an inspection please leave the following information: ( Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon I CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:104 S Olympic Avenue Permit#:2058 Parcel#:31051100104300 Valuation:0.00 OWNER APPLICANT CONTRACTOR Name:OLYMPIC PROPERTY HOLDINGS LLC Name:Grandview North,LLC Name:GRANDVIEW NORTH LLC Address:7421 284TH ST NE Address:P.O.Box 159 Address:PO BOX 159 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:ARLINGTON,WA 98223 Phone: Phone:360-435-7171 Phone:360-435-7171 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Demolition CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 2 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RC W 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Date CONDITIONS Call for final inspection or if unforeseen structures are located. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 7/17/2018 Demolition Fee $100.00 7/17/2018 Processing/Technology Fee $25.00 7/17/2018 State Surcharge-Commercial $25.00 Total Due: $150.00 Total Payment: $0.00 Balance Due: $150.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon 0 DEMOLITION PERMIT APPLICATION Department of Community& Economic Development City of Arlington •.18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED WITH A COPY OF THE ASBESTOS DEMOLITION NOTIFICATION FROM PUGET SOUND CLEAN AIR AGENCY, TWO(2)COPIES OF AN ASBESTOS SURVEY REPORT AND ABATEMENT REPORT (if applicable)COMPLETED BYANAPPROVED AGENCY. Type of Permit: (check one) ❑ Residential ❑✓ Commercial ❑ industrial Project Address: 104 S. Olympic Ave., Arlington, WA Parcel ID#: 310511 001 043 00 Lot#: Subdivision: Valuation: $15,000 Building Area(Sq Ft) 4,294 No. of floors: 1 Number of Buildings:2 Owner: Grandview North, LLC Phone Number: 360-435-7171 P.O. Box 159 Arlington WA 98223 Address: C ty: State: Z p Code: Contact Person:Scott Wammack Phone Number: 360-435-7171 Cell Phone: 425-359-5630 L ma is gv@grandviewinc.net Address: P.O. Box 159 C ty:Arlington State:�LllA Zip Code: 98223 Contractor: Grandview North, LLC Phone Number: 360-435-7171 Address: P.O. Box 159 C ty: Arlington State: WA Z p Code: 98223 Contractor's License Number:GRAN D N L013 KP Expiration:7/2/2020 Scope of Work: Removal of existing Car Wash and Storage Building. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulations of the Stat of Washington. L15coa a366„ae,ezoasas�zo,=3as 07/09/2018 Applicants Signature Date Scott Wammack Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received N 1/4 COP. HAD. 1-1/2" I.D.W. FILLED W/CONC. do STEEL PIN 9.0'N OF 3RD, 33.0'W OF WEST AVE., 5/1996 x a O OR I a N \ pp a � S 89. 23' 30" E- - 151.30' o N. LINE LOT 12-/ 0 50' m EXCJPTION R/W VOA.FL. 101OF A = 12'45'55" w DEEDS, PG, 200 R = 1482.71 C'.'• o L = 330,34' o tn BACK OF CURB ao 89' 23' 30" E 119.05 _ _ S 89' 115.63' i SANITARY , STORM ,r SEWER M.H. 1 in . G�QyO'N� M.H. �' o o rn to 1() r b 1 - ,-� , 139.03.51"Ez Gp�a�c. = N z 1 1 10.00'! �J� 30.00'- w c� w o z c" , w ox N U 00 t SIDEWAL b z zZ �o w N 02n- e LOT 1 bN m l m 'V 30,048 SQ. FT. z V 0.69 ACRES Qn , CYCLONE K FUELING ^,y c��FENCE-� I ISLAND VACUUM 4 ELE `� ISLANDS ? + PUMPS " FUELING r, ! �6"WIDE CONC RACK w a/ RETAINING �d �0 OQKSO iit FUEL 85'10'20"F- 54.97' 80:16' I�31.32 r ,r I - S 89' 31' 22" E S89'00'32"E SHED N, LINE LOT 15 - I n ty 3p �U4 MENT" �r .r '� �► i:3 O •" �:. to ;, —W. LINE BLOCK 7 Permit#: 2058 Permit Date: 07/17/18 Permit Type: DEMOLITION Project Name: Emory Lofts Applicant Name: Grandview North, LLC Applicant Address: P.O. Box 159 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Scott Wammack Phone: 360-435-7171 Email: gv@grandviewinc.net Scope of Work: Remove carwash and building Valuation: 0.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 07/25/2018 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning OLYMPIC 31051100104300 104 S OLYMPIC AVE PROPERTY Trade, Other Wholesale HOLDINGS LLC Trade,NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# GRANDVIEW NORTH SCOTT 360-435-7171 PO BOX 159 CONSTRUCTION COA 601 858 917 LLC WAMMACK CONTRACTOR GRANDVIEW NORTH SCOTT 360-435-7171 PO BOX 159 CONSTRUCTION Labor& GRANDNLO13KP LLC WAMMACK CONTRACTOR Industries Plan Reviews Date Review Type Description Assigned To Review Status 07/17/2018 DEMOLITION BUILDING Fees Fee Description Notes Amount Demolition $100.00 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Total $150.00 Attached Letters Date Letter Description 07/17/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 07/24/2018 Grandview North,LLC Check#6867 Kristin Foster $150.00 Outstanding Balance $0.00 Notes Date Note Created By: 07/25/2018 Emailed permit for signature. Kristin Foster Uploaded Files Date File Name 07/25/2018 3750863-2058 Emory Demo Permit.pdf 07/17/2018 3722967-Demolition Permit Apnlication_lJG1UJgHrXyCfH.pdf 07/17/2018 3722968-Demolition site plan.pdf 07/17/2018 3722969-Renort.pdf I N V�u '. I,&, L A B S INDUSTRIAL H Y G I E N E S E R V I C E S Laboratory I Management I Training Good Faith Asbestos Inspection 104 S Olympic Avenue Arlington, WA 98223 0 a - Prepared For Mr. Scott Wammack Grandview North, LLC PO Box 159 Arlington, WA 98223 Project Number 2018-0525 Inspection Date July 10, 2018 Report Date July 13, 2018 Inspected By Derrick Gallard AHERA Certification # 163734 Certification Expiration Date October 18, 2018 TABLE OF CONTENTS 1.0 SCOPE OF WORK 3 2.0 SURVEY METHOD 4-5 3.0 LABORATORY INFORMATION 6 4.0 BUILDING DESCRIPTION 7 5.0 FINDINGS 8-10 6.0 CONCLUSIONS AND RECOMMENDATIONS 10-11 7.0 LIMITATIONS OF SURVEY 11 APPENDICIES A Sample Locations (Floor Plan) B Laboratory Analysis Results C AHERA Certification & Laboratory Qualifications 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 1.0 SCOPE OF WORK A Good Faith Asbestos Inspection was conducted at the car wash and detached storage located at 104 S Olympic Avenue, Arlington, WA 98223 on July 10, 2018. Derrick Gallard, an AHERA Certified Building Inspector, conducted this inspection at the request of Mr. Scott Wammack of Grandview North, LLC. The purpose of this inspection was to identify all suspect asbestos-containing building materials which would be impacted by the planned demolition of the car wash and detached storage. Destructive sampling methods were utilized to collect samples of suspect building materials. No soft/limited demolition was performed during this inspection. Please note that hidden materials may exist within the structures, and all suspect materials must be treated as asbestos containing until testing proves otherwise. This survey constitutes a survey of accessible suspect ACM in the project area and was conducted in accordance with: The National Emission Standards for Hazardous Air Pollutants(NESHAP)40 Code of Federal Regulations (CFR) Part 61, Subpart M requires a survey by an accredited asbestos inspector prior to demolition of a structure. This asbestos survey also satisfies the requirements for "Good Faith" inspection outlined in Washington Administrative Code (WAC) 296-62-07221(2), Identification, which requires the owner of a structure to provide contractors with a written report identifying the asbestos-containing materials expected to be disturbed during renovation or demolition. The asbestos survey section is written to comply with the AHERA asbestos sampling procedure as stated in 40 CFR 763.86. This protocol is required under the Puget Sound Clean Air Agency (PSCAA Regulation III, Article IV, rev. March 26, 2009) for all asbestos surveys prior to a building demolition. A floor plan indicating locations of samples collected by NVL personnel has been included in Appendix A. NVL Laboratories, Inc 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 3 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 2.0 SURVEY METHOD Asbestos Survey Method The NVL Labs field inspector is an Asbestos Building Inspector, certified under the requirements of the United States Environmental Protection Agency (EPA) Asbestos Hazard Emergency Response Act (AHERA) regulation 40 CFR 763, Subpart E. A copy of his certificate is provided in Appendix C. The AHERA Guidelines dictate the following: The inspector must determine homogenous areas, which are defined as an area of Thermal System Insulation, Surfacing Material, or Miscellaneous Material that is uniform in texture and color. Once homogenous areas have been determined, the inspector must determine whether or not material is friable or non-friable. Friable is defined as a material, that when dry, can be crushed, pulverized, or reduced to dust using hand pressure, and non-friable material is defined as a material, that when dry, cannot be crushed pulverized or reduced to dust using hand pressure. Materials normally defined as non- friable can become friable by definition if sufficiently damaged. Once friability has been determined, the materials suspected of containing asbestos are divided into one of three categories: Thermal System Insulation (TSI), Surfacing Material (SM), or Miscellaneous Material (MM). Generally speaking, TSI and SM are considered to be friable, with the exception of TSI where the structural integrity of the insulation is intact and the protective out wrap is undamaged. Once materials are divided into one of the categories, samples are collected in the following manner: Friable Thermal System Insulation: 1. Inspector shall collect three (3) randomly distributed samples; 2. Inspector shall collect a minimum of one sample of each TSI materials that appears to have been used as a patch, as long as the patch is less than six linear feet or six square feet; 3. Inspector shall collect in a manner sufficient, samples from areas of TSI applied to fittings, tees, and joints. Friable Surfacing Material 1. Inspector shall collect samples in statistically random manner of surfacing materials as follows: a. Collect three bulk samples from an area believed to be homogeneous (defined as a material that appears to be the same or similar and was installed at the same time)that is 1,000 square feet or less in size; b. Collect five bulk samples from an area believed to be homogeneous that is greater than 1,000 square feet in size, but less than 5,000 square feet in size; c. Collect seven bulk samples from an area believed to be homogeneous that is greater than 5,000 square feet. NVL Laboratories, Inc 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100-Fax(206)634-1936 4 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 2.0 SURVEY METHOD (continued) Miscellaneous Materials: 1. Inspector shall collect samples in a manner and number sufficient to determine if the material is asbestos-containing or not. All Materials Determined to Be Non-Friable: 1. Inspector shall collect samples in a manner and number sufficient to determine if the material is asbestos containing or not. In addition to these sampling requirements, the AHERA Building Inspector is required to assess the following of each material that is found to be positive for asbestos: 1. The condition of each material; 2. Accessibility; 3. Possibility for air erosion. Once the samples have been collected, they must be analyzed by an accredited laboratory, and they must be analyzed using polarized light microscopy methods, commonly referred to as EPA Method 600/R- 93/116. NVL Labs collected samples and obtained analytical data for suspect asbestos-containing materials identified in the building. Once collected, each bulk sample was sealed in an unadulterated plastic bag to eliminate the possibility of cross-contamination. "Chain-of-Custody" tracking was followed to maintain sample integrity during handling and data reporting at NVL Labs. A walk-through inspection of all accessible areas of this structure was performed to identify potential asbestos-containing materials. The walk-through inspection included a review of the internal and external aspects of this structure. The locations and types of potential asbestos-containing materials were noted. Homogeneous Materials Homogeneous materials are defined as an area of asbestos-containing material or presumed asbestos- containing material which appears similar throughout in terms of color, texture, and date of material application. The report listing for homogenous materials will appear as follows: Sample Material Description by Layer Location Asbestos Quantity Friable Number Layer 1 is not asbestos-containing 1. # Location description "X"LF/ftZ Yes/No Layer 2 is asbestos-containing 2. % NVL Laboratories, Inc 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 5 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 3.0 LABORATORY INFORMATION Laboratory Analysis: Asbestos In accordance with 40 CFR Chapter 1 (1-1-87 edition) Part 763, Subpart F, Appendix A, asbestos samples are analyzed at NVL Labs using polarized light microscopy (PLM)with dispersion staining. If samples are not homogeneous, then sub-samples of the components are analyzed separately. All bulk samples are analyzed using EPA Method 600/R-93/116 with the following measurement uncertainties for reported % asbestos: 1%=0-3%, 5%>_1-9%, 10%=5-15%, 20%=10-30%, 50%=40-60%. Only materials containing more than 1% total asbestos were classified as "asbestos-containing" based on EPA, state, and local regulations. Findings for samples containing more than one separable layer of materials are reported for each layer. The asbestos concentration in the sample is determined by visual estimation. NVL Labs is accredited by the National Institute of Standards and Technology (NIST) under the National Volunteer Laboratory Accreditation Program (NVLAP) program for bulk asbestos fiber analysis; NVLAP Lab Code 102063-0 Laboratory Accreditation Professional accreditations for NVL Laboratories, Inc. include the following NVL Laboratories, Inc. is currently accredited by the National Institute of Standards and Technology (NIST) under the National Volunteer Laboratory Accreditation Program (NVLAP) program for bulk asbestos fiber analysis. NVLAP Lab Code 102063-0 NVL Laboratories, Inc. is approved by the American Industrial Hygiene Association (AIHA) Asbestos Analysts Registry (AAR) program for airborne asbestos fiber analysis. AAR Counter ID 7412 NVL Laboratories, Inc. is currently accredited by the American Industrial Hygiene Association (AIHA) under the Industrial Hygiene Laboratory Accreditation Program (IHLAP). The IHLAP program is designed specifically for laboratories involved in analyzing samples to evaluate workplace exposure. IHLAP Certification Number 563 NVL Laboratories, Inc. 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 6 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 4.0 BUILDING DESCRIPTION General Building Type The property consists of two commercial buildings of wood framed and masonry construction. Primary External Components The exterior of the buildings is aluminum and brick/mortar siding. Foundation Type The buildings have on-grade concrete foundations. Roofing Material(s) The buildings have metal and tri-tab shingle roofing Window Type(s) The windows of the buildings are wood framed with exterior glazing and vinyl framed with no associated caulking / glazing. Flooring The flooring of the property is sheet vinyl, linoleum, carpet, hardwood, and plastic laminate. Thermal Systems with Insulation The buildings are heated through electric baseboard inserts with no suspect thermal insulation. Finishing The buildings are finished with drywall. NVL Laboratories, Inc. 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 7 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 5.0 FINDINGS Detached Storage Sample Number Material Description by Layer Location Asbestos Quantity** Friable* 1:Texture with paint 1:ND 2:Texture with paint 2: ND 2018-0525-1-1 Room 1,wall 3:Texture with paint 3: ND 4: Drywall 4: ND 1:Texture with paint 1: ND 2018-0525-1-2 2:Texture with paint Room 2,ceiling 2: ND 3: Drywall 3: ND 1:Texture with paint 1: ND 2018-0525-1-3 2:Texture with paint Room 3,wall 2: ND 3: Drywall 3: ND 1:Texture with paint 1: NO 2018-0525-1-4 2:Texture with paint Room 4,wall 2:ND 3: Drywall 3:ND 1:Texture with paint 1:ND 2:Texture with paint 2: ND 2018-0525-1-5 Room 5,ceiling 3:Texture 3: ND 4: Drywall 4: ND 1:Joint compound with paint 1: ND 2018-0525-3-1 2:Joint compound Room 5,closet,wall joint 2:ND 3: Drywall 3:ND 1: Light gray sheet vinyl 1: ND 2: Off-white backing mastic 2: ND 3:Texture overspray on hardwood 3: ND 4: Green linoleum 4: ND 2018-0525-3-2 Room 1,entry,floor 5: Black backing with mastic 5:ND 6: Beige linoleum 6:ND 7: Black backing with red coating 7: ND 8:Gray backing with mastic 8: ND ND None Detected NVL Laboratories, Inc. 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 8 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 5.0 FINDINGS (continued) Detached Storage Sample Number Material Description by Layer Location Asbestos Quantity** Friable* 1:Carpet with mastic 1: ND 2:Caret pad 2: ND 3:Texture overspray on hardwood 3: ND 4:Tan linoleum with mastic 4: ND 2018-0525-3-3 Room 1,floor 5: Black backing with red coating 5: ND 6:Green linoleum 6: ND 7: Black backing with gray coating 7: ND 8:Gray backing 8: ND 1:Tan laminate 1: ND 2018-0525-3-4 Rooms 1 &4,counters 2:Yellow mastic 2: ND 2018-0525-3-5 1:Texture overspray on hardwood Room 2,floor 1: ND 2: Black felt (under carpet) 2: ND 1:Cream sheet vinyl 1: ND 2018-0525-3-6 2: Light gray backing with mastic Room 3,floor 2: ND 3:Compressed board 3: ND 1:Gray sheet vinyl 1: ND 201 B-0525-3-7 Room,4,floor 2: Light gray backing with mastic 2: ND 3:Compressed board 3: ND 4: Black felt 4: ND 1:Gray sheet vinyl 1: ND 2018-0525-3-8 2:Off-white backing with tan mastic Room 5,floor 2: ND 3: Plastic laminate with adhesive 3: ND 1: Brown felt 1: ND 2018-0525-3-9 Room 6,wall cavity 2: Fiberglass 2: ND 1:Red brick 1: ND 2018-0525-3-10 Attic,chimney 2:Mortar 2: ND 2018-0525-3-11 Gray window glazing with silver paint Exterior, attic,wood window ND 1:Tri-tab shingle 1: ND 2: Black mastic 2: ND 2018-0525-3-12 Exterior,awning, roof 3:Tri-tab shingle 3: ND 4: Black felt 4: ND ND None Detected NVL Laboratories, Inc 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 9 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 5.0 FINDINGS (continued) Car Wash Sample Number Material Description by Layer Location Asbestos Quantity** Friable* 1: Red brick 1: ND 2018-0525-3-13 Exterior,columns 2: Mortar 2: ND 1:Tri-tab shingle 1: ND 2018-0525-3-14 2: Black mastic Exterior,awning roof 2: ND 3:Tri-tab shingle with black felt 3: ND ND None Detected Any suspect material(s) not identified above should not be disturbed and should be tested immediately. All suspect materials must be treated as asbestos-containing until testing proves otherwise. 6.0 CONCLUSIONS AND RECOMMENDATIONS There were no asbestos-containing building materials identified during the Good Faith Asbestos Inspection of the subject storage and car wash. Contractors should be aware that concealed suspect asbestos-containing building materials may be uncovered during the course of demolition or renovation work. Contractors should have contingency plans that include stopping work, evacuation of the immediate area and sampling by a certified AHERA Building Inspector whenever these materials are found. Concealed suspect materials may include, but are not limited to: non-fiberglass pipe or roof drain insulation; spray-applied coatings; cement board; asphalt or paper vapor barriers; floorings and adhesives. If discovered, all asbestos-containing materials that will be disturbed as a natural part of renovation and/or demolition are required to be removed and disposed of in accordance with Washington State regulations. Washington State Department of Labor and Industries and PSCAA require that the abatement be performed using Certified Asbestos Workers under the direct on-site supervision by a Certified Asbestos Supervisor. NVL recommends that an AHERA inspector/project manager be on site at the time of renovation/demolition to ensure that any potentially asbestos-containing materials uncovered during the process of renovation/demolition be dealt with properly. NVL Laboratories, Inc 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 10 104 S Olympic Avenue Arlington,WA 98223 Project Number:2018-0525 6.0 CONCLUSIONS AND RECOMMENDATIONS (continued) NVL Labs, Inc. is making the following recommendations regarding asbestos: 1. A copy of this inspection report should be maintained at the project site during the duration of renovation /demolition. 2. A copy of this inspection report should be provided to the General Contractor and any Sub Contractors working on the renovation /demolition project. 3. The inspection report is not intended to serve as a design / bidding document, or scope of work prior to renovation / demolition. 4. Abatement specifications should be prepared by a Hazardous Materials Consulting firm covering the regulated building materials that will be impacted by the renovations /demolition, and these specifications should be part of any contract documents prepared for this project. 5. A licensed asbestos abatement contractor must be utilized to remove any asbestos-containing materials that will be impacted by the planned renovation / demolition. 6. A Hazardous Materials Consulting Firm should provide project oversight and air monitoring during the removal of the asbestos-containing materials. 7.0 LIMITATIONS OF SURVEY The sole purpose of this Good Faith Asbestos Inspection report is to document asbestos-containing building materials discovered at 104 S Olympic Avenue, Arlington, WA 98223 The purpose of this inspection was to identify all suspect asbestos-containing building materials which would be impacted by the planned demolition of the car wash and detached storage. Destructive sampling methods were utilized to collect samples of suspect building materials. No soft/limited demolition was performed during this inspection. Please note that hidden materials may exist within the structures, and all suspect materials must be treated as asbestos containing until testing proves otherwise This site visit consisted of a thorough visual walk-through of the building for the purpose of viewing and sampling potential asbestos-containing material. As hazardous material surveys are non-comprehensive by nature, NVL Laboratories, Inc. cannot be held liable for materials which require destructive means to access, materials which are hidden from sight(e.g. materials hidden behind walls), materials which cannot be found due to their obscure nature, or which otherwise cannot be discovered with reasonable diligence. This document is the sole property of NVL Laboratories and the property owner, or his agent, authorizing this survey. Inspected By Reviewed By /'-Z' _ /-, P/ Derrick Gallard Syed Hasan AHERA Building Inspector Manager Field Services AHERA Certification: # 163734 AHERA Certification: # 1628677 Expiration Date: October 18, 2018 Expiration Date: July 26, 2018 NVL Laboratories, Inc. 4708 Aurora Ave N Seattle,WA 98199 Phone(206)547-0100•Fax(206)634-1936 11 IN IL L A , B S Appendix A Sample Locations (Floor Plan) f� I� NVL Project# 2018-0525 L A B S Client Grandview North, LLC. -Scott Wammack Page of INDUSTRIAL H Y G I E N E Location 104 S Olympic Ave. Date 7/10/2018 SERVICES Laboratory I Management I Training City Arlington Made by Derrick Gallard �STv�Rc�� 3"1.4 3,3l M $ I R�� 2 ROOM 1 R,o to -3- i �ocN+3 r � I Qom„v� Kom O gal I I • I A7 TIC (NOT To Phone: 206 547.0100 1 Fax: 206 634.1936 1 Toll Free- 1.888.NVL.LABS (685.5227) A708 Aurora Avenue North I Seattle, WA 98103-6516 IN IL L A , 8 5 Appendix B Laboratory Analysis Results July 12, 2018 IN IL L A B S Derrick Gallard INDUSTRIALH Y G I E N E NVL Field Services Division S E R V I C E S 4708 Aurora Ave. N. Laboratory I Management I Training Seattle, WA 98103 RE: Bulk Asbestos Fiber Analysis; NVL Batch #1813014.00 Client Project: 2018-0525 Location: 104 S Olympic Ave. Arlington, WA 98223 Dear Mr. Gallard, Enclosed please find test results for the 19 sample(s) submitted to our laboratory for analysis on 7/10/2018 Examination of these samples was conducted for the presence of identifiable asbestos fibers using polarized light microscopy (PLM) with dispersion staining in accordance with both EPA 600/M4-82-020, Interim Method for the Determination of Asbestos in Bulk Insulation Samples and EPA 600111-93/116 Method for the Determination of Asbestos in Bulk Building Materials. For samples containing more than one separable layer of materials, the report will include findings for each layer (labeled Layer 1 and Layer 2, etc. for each individual layer). The asbestos concentration in the sample is determined by calibrated visual estimation. For those samples with asbestos concentrations between 1 and 10 percent based on visual estimation, the EPA recommends a procedure known as point counting (NESHAPS, 40 CFR Part 61) Point counting is a statistically more accurate means of quantification for samples with low concentrations of asbestos. The detection limit for the calibrated visual estimation is <1%, 400 point counts is 0.25% and 1000 point counts is 0.1% Samples are archived for two weeks following analysis. Samples that are not retrieved by the client are discarded after two weeks. Thank you for using our laboratory services. Please do not hesitate to call if there is anything further we can assist you with. Sincerely, Matt Macfarlane Asbestos Lab Supervisor P 1.888.NVL.LA65 Enc.: Sample Results NVL Laboratories, Inc. d68.`.1.51127) Lab code:102063-0 4708 Aurora Ave N,Seattle,WA 98103 www,nvllabs.com p 206.547.0100 1 f 206.634.1936 page 1 of 15 NVL Laboratories, Inc. INVIL 4708 Aurora Ave N,Seattle,WA 98103 p 206.547.0100 1 f 206.634.1936 1 www.nvllabs.com L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch M 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Lab ID: 18067134 Client Sample #: 2018-0525-1-1 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 4 Description: Trace thin white bumpy compacted powdery material with cream paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 4 Description: Off-white compacted powdery material with white paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 3 of 4 Description: Off-white thin fibrous material with white paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Paint Cellulose 28% None Detected ND Layer 4 of 4 Description: Off-white chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder, Fine particles Cellulose 20% None Detected ND Lab ID: 18067135 Client Sample #: 2018-0525-1-2 Location: 104 S Olympic Ave. Arlington, WA 98223 Layer 1 of 3 Description: White bumpy compacted powdery material with cream paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 3 Description: Layered white compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 3 of 3 Description: Off-white chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder Cellulose 19% None Detected ND Sampled by: Client Analyzed by:Alla Prysyazhnyuk Date:07/12/2018 UCH' Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane, Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%) This report relates only to the items tested If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 2 of 15 NVL Laboratories, Inc. I1��1 1 \y; I� 4708 Aurora Ave N,Seattle.WA 98103 � p 206.547.0100 � f 206,634.1936 1 wwwxvllab= L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Lab ID: 18067136 Client Sample#: 2018-0525-1-3 Location: 104 S Olympic Ave. Arlington, WA 98223 Layer 1 of 3 Description: White bumpy compacted powdery material with brown paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 3 Description: Off-white thin fibrous material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Paint Cellulose 30% None Detected ND Layer 3 of 3 Description: White chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder Cellulose 20% None Detected ND Glass fibers 5% Lab ID: 18067137 Client Sample#: 2018-0525-1-4 Location: 104 S Olympic Ave. Arlington, WA 98223 Layer 1 of 3 Description: White thin bumpy compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 3 Description: Off-white thin fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Cellulose 27% None Detected ND Layer 3 of 3 Description: Off-white chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder Cellulose 18% None Detected ND Lab ID: 18067138 Client Sample #: 2018-0525-1-5 Location: 104 S Olympic Ave. Arlington, WA 98223 Sampled by: Client Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane, Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%) This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 3 of 15 NVL Laboratories, Inc. Iw ' IL 4708 Aurora Ave N,Seattle,WA 98103 '�1 p 206.547.0100 1 f 206.634.1936 1 www L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch M 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Layer 7 of 4 Description: White bumpy compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 4 Description: Trace thin off-white compacted powdery material with white paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 3 of 4 Description: Off-white thin fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Cellulose 24% None Detected ND Layer 4 of 4 Description: Off-white chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder, Fine particles Cellulose 19% None Detected ND Glass fibers 2% Lab ID: 18067139 Client Sample#: 2018-0525-3-1 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 3 Description: White bumpy compacted powdery material with paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Layer 2 of 3 Description: Off-white thin compacted powdery material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles Cellulose 32% None Detected ND Layer 3 of 3 Description: White chalky material with paper Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Gypsum/Binder, Fine particles Cellulose 20% None Detected ND Glass fibers 4% Sampled by: Client ;I, Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane, Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported%Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%. 20%=10-30%, 50%=40-60%).This report relates only to the items tested If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 4 of 15 NVL Laboratories, Inc. 4708 Aurora Ave N,Seattle,WA 98103 IN V"IL p 206.547.0100 1 f 206.634.1936 1 www.nvllabs.coi L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Lab ID: 18067140 Client Sample#: 2018-0525-3-2 Location: 104 S Olympic Ave. Arlington, WA 98223 Layer 1 of 8 Description: Light gray sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Synthetic foam, Vinyl/Binder None Detected ND None Detected ND Layer 2 of 8 Description: Off-white fibrous backing with soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Mastic/Binder Cellulose 39% None Detected ND Glass fibers 5% Synthetic fibers 2% Layer 3 of 8 Description: Gray thin crumbly material on wood Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles Cellulose 2% None Detected ND Layer 4 of 8 Description: Green thin sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Fine particles, Binder/Filler None Detected ND None Detected ND Layer 5 of 8 Description: Black asphaltic fibrous backing with trace thin mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Mastic/Binder Cellulose 42% None Detected ND Synthetic fibers 2% Layer 6 of 8 Description: Beige thin sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Fine particles, Binder/Filler None Detected ND None Detected ND Sampled by: Client ( � �a►�r]�iI ^ Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 l•�"� (�C/�/ Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 5 of 15 NVL Laboratories, Inc. I1� 1 \`� II 4708 Au �1L� Aurora Ave N,Seattle,WA 98103 � p 206.547.0100 1 f 206.634.1936 I www.nvllabs.corn L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Layer 7 of 8 Description: Black asphaltic fibrous backing with red coating Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 37% None Detected ND Synthetic fibers 3% Layer 8 of 8 Description: Gray fibrous backing with trace thin mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Mastic/Binder Cellulose 38% None Detected ND Synthetic fibers 12% Lab ID: 18067141 Client Sample #: 2018-0525-3-3 Location: 104 S Olympic Ave. Arlington, WA 98223 Layer 1 of 8 Description: Multi-color woven fibrous material with white fibrous mesh and off-white mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Mastic/Binder Synthetic fibers 86% None Detected ND Layer 2 of 8 Description: White fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Synthetic fibers 79% None Detected ND Layer 3 of 8 Description: Tan thin sheet vinyl with trace thin mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Mastic/Binder None Detected ND None Detected ND Layer 4 of 8 Description: Black asphaltic fibrous backing with red coating Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 34% None Detected ND Synthetic fibers 3% Sampled by: Client Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported%Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 6 of 15 NVL Laboratories, Inc. IN V'IL. GUb S4/U1UU I r LUb b34 lUib I www nvllabs,com L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Layer 5 of 8 Description: Green thin sheet vinyl with trace gold mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles, Mastic/Binder None Detected ND None Detected ND Layer 6 of 8 Description: Black asphaltic fibrous backing with dark gray coating Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Fine particles Cellulose 35% None Detected ND Synthetic fibers 2% Layer 7 of 8 Description: Gray fibrous backing Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Wood flakes Cellulose 38% None Detected ND Synthetic fibers 5% Wood fibers 2% Layer 8 of 8 Description: Off-white compacted powdery material with paint on wood Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Wood Lab ID: 18067142 Client Sample#: 2018-0525-3-4 Location: 104 S Olympic Ave Arlington, WA 98223 Layer 1 of 2 Description: Brown flat hard compressed fibrous material with tan surface Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Adhesive/Binder, Binder/Filler Cellulose 83% None Detected ND Layer 2 of 2 Description: Yellow soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Mastic/Binder None Detected ND None Detected ND Sampled by: Client Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 lJ� Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor oo Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%) This report relates only to the items tested If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 7of15 NVL Laboratories, Inc. I1� 1\vl�� 4708 Aurora Ave N,Seattle.WA 98103 w�1 p 206.547.0100 1 f 206.634.1936 1 www.nvllabs.com L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch M 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Lab ID: 18067143 Client Sample#: 2018-0525-3-5 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 2 Description: Black asphaltic fibrous felt Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder Cellulose 75% None Detected ND Layer 2 of 2 Description: Off-white compacted powdery material with paint on wood Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Paint None Detected ND None Detected ND Wood Lab ID: 18067144 Client Sample#: 2018-0525-3-6 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 7 of 3 Description: Cream sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Synthetic foam, Vinyl/Binder None Detected ND None Detected ND Layer 2 of 3 Description: Light gray fibrous backing with soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Mastic/Binder Cellulose 40% None Detected ND Glass fibers 3% Layer 3 of 3 Description: Tan wooden compressed fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Adhesive/Binder, Binder/Filler Wood fibers 97% None Detected ND Lab ID: 18067145 Client Sample #: 2018-0525-3-7 Location: 104 S Olympic Ave. Arlington, WA 98223 Sampled by: Client q — Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%) This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories, Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 8 of 15 NVL Laboratories, Inc. INVIL 4708 Aurora Ave N,Seattle,WA 98103 p 206.547.0100 1 f 206.634.1936 1 www.nvllabs.com L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave.Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Layer 1 of 4 Description: Gray sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Synthetic foam, Vinyl/Binder None Detected ND None Detected ND Layer 2 of 4 Description: Light gray fibrous backing with soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Mastic/Binder Cellulose 32% None Detected ND Glass fibers 4% Layer 3 of 4 Description: Tan wooden compressed fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Adhesive/Binder, Binder/Filler Wood fibers 95% None Detected ND Layer 4 of 4 Description: Black asphaltic fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Wood flakes Cellulose 34% None Detected ND Lab ID: 18067146 Client Sample#: 2018-0525-3-8 Location: 104 S Olympic Ave. Arlington, WA 98223 Layer 1 of 3 Description: Gray sheet vinyl Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Synthetic foam, Vinyl/Binder None Detected ND None Detected ND Layer 2 of 3 Description: Off-white fibrous backing with tan soft mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Mastic/Binder Cellulose 29% None Detected ND Glass fibers 4% Layer 3 of 3 Description: White flat hard brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Fine particles Glass fibers 18% None Detected ND Sampled by: Client � J� Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately. All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 9 of 15 NVL Laboratories, Inc. I� 4708 Aurora Ave N,Seattle,WA 98103 �i p 206.54Z0100 f 206.634.1936 j wwvv.nvllabs.corr L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch M 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Lab ID: 18067147 Client Sample #: 2018-0525-3-9 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 2 Description: Tan paper with asphalt and trace red paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Binder/Filler, Paint Cellulose 55% None Detected ND Layer 2 of 2 Description: Pink fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Glass fibers 63% None Detected ND Lab ID: 18067148 Client Sample#: 2018-0525-3-10 Location: 104 S Olympic Ave.Arlington, WA 98223 Layer 1 of 2 Description: Red brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler None Detected ND None Detected ND Layer 2 of 2 Description: Light gray brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % - Binder/Filler, Mineral grains, Sand None Detected ND None Detected ND Lab ID: 18067149 Client Sample #: 2018-0525-3-11 Location: 104 S Olympic Ave Arlington, WA 98223 Comments: Unable to analyze silver paint as a separate layer Layer 1 of 1 Description: Gray putty material with silver paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Calcareous particles, Metallic paint None Detected ND None Detected ND Paint Lab ID: 18067150 Client Sample #: 2018-0525-3-12 Location: 104 S Olympic Ave.Arlington, WA 98223 Sampled by: Client Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos (1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%) This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 10 of 15 NVL Laboratories, Inc. � 4708 Aurora Ave N,Seattle,WA 98103 IN`�I L,. p 206.547.0100 1 f 206.634.1936 I www,nvllabs.com L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave. Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Layer 1 of 4 Description: Black asphaltic fibrous material with granules Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Granules, Mineral grains Glass fibers 13% None Detected ND Layer 2 of 4 Description: Black asphaltic mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder None Detected ND None Detected ND Layer 3 of 4 Description: Black asphaltic fibrous material with brown granules and clear cellophane Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Granules, Cellophane Glass fibers 15% None Detected ND Layer 4 of 4 Description: Black asphaltic fibrous felt with trace thin silver paint Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Metallic paint Cellulose 72% None Detected ND Lab ID: 18067151 Client Sample#: 2018-0525-3-13 Location: 104 S Olympic Ave. Arlington, WA 98223 Layer 1 of 2 Description: Red brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler None Detected ND None Detected ND Layer 2 of 2 Description: Light gray brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler, Mineral grains, Sand None Detected ND None Detected ND Lab ID: 18067152 Client Sample#: 2018-0525-3-14 Location: 104 S Olympic Ave Arlington, WA 98223 Layer 1 of 3 Description: Black asphaltic fibrous material with granules Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Granules, Mineral grains Glass fibers 14% None Detected ND Sampled by: Client Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos (1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%) This report relates only to the items tested If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 11 of 15 NVL Laboratories, Inc. INVII 4708 Aurora Ave N,Seattle,WA 98103 p 206.54Z0100 1 1206.634.1936 1 www.nvllabs.com L A B S Bulk Asbestos Fibers Analysis By Polarized Light Microscopy Client: NVL Field Services Division Batch #: 1813014.00 Address: 4708 Aurora Ave. N. Client Project#: 2018-0525 Seattle, WA 98103 Date Received: 7/10/2018 Samples Received: 19 Attention: Mr. Derrick Gallard Samples Analyzed: 19 Project Location: 104 S Olympic Ave Arlington, WA 98223 Method: EPA/600/R-93/116 & EPA/600/M4-82-020 Layer 2 of 3 Description: Black asphaltic mastic Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder None Detected ND None Detected ND Layer 3 of 3 Description: Black asphaltic fibrous material with granules and clear cellophane Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/Binder, Granules, Cellophane Glass fibers 13% None Detected ND Sampled by: Client �� Analyzed by: Alla Prysyazhnyuk Date:07/12/2018 c/ Reviewed by: Matt Macfarlane Date:07/12/2018 Matt Macfarlane,Asbestos Lab Supervisor Note: If samples are not homogeneous, then subsamples of the components were analyzed separately All bulk samples are analyzed using both EPA 600/R-93/116 and 600/M4-82-020 Methods with the following measurement uncertainties for the reported %Asbestos(1%=0-3%, 5%=1-9%, 10%=5-15%, 20%=10-30%,50%=40-60%).This report relates only to the items tested. If sample was not collected by NVL personnel,then the accuracy of the results is limited by the methodology and acuity of the sample collector. This report shall not be reproduced except in full, without written approval of NVL Laboratories,Inc. It shall not be used to claim product endorsement by NVLAP or any other agency of the US Government page 12 of 15 NVL Laboratories, Inc. ASBESTOS LABORATORY SERVICES 4708 Aurora Ave N,Seattle,WA 98103 p 206.547.0100 1 1206.634.1936 1 www.mllabs.com L A B S Company NVL Field Services Division NVL Batch Number 1813014.00__ Address 47.08_Aurora Ave. N. TAT 2 Days AH No Seattle,WA 98103 _ Rush TAT Project Manager Mr. Derrick Gallard Due Date 7/12/2018_-Time 3:45 PM___ _ Phone (206)_547-0100 Email derrick.g@rLviIabs.com Cell (206) 707-3236 Fax (206)634-1936-- - Project Name/Number:2018-0525_- Project Location: 104 S_Olympic Ave. Arlington,-WA 98223 _- Subcategory P_LM_Bulk _ _ - Code ASB-02_ ______ EPA_600/R-93-116 Asbestos by PLM_<bulk>_ Total Number of Samples 19 Rush Samples Lab ID Sample ID Description A/R 1 18067134 2018-0525-1-1 A 2 18067135 2018-0525-1-2 A 3 18067136 2018-0525-1-3 A 4 18067137 2018-0525-1-4 A 5 18067138 2018-0525-1-5 A 6 18067139 2018-0525-3-1 Composite A 7 18067140 2018-0525-3-2 A 8 18067141 2018-0525-3-3 A 9 18067142 2018-0525-3-4 A 10 18067143 2018-0525-3-5 A 11 18067144 2018-0525-3-6 A 12 18067145 2018-0525-3-7 A 13 18067146 2018-0525-3-8 A 14 18067147 2018-0525-3-9 A 15 18067148 2018-0525-3-10 A 16 18067149 2018-0525-3-11 A 17 18067150 2018-0525-3-12 HA 18 18067151 2018-0525-3-13 Print Name Signature Company Date Time Sampled by IClient Relinquished by Client Office Use Only Print Name Signature Company Date Time Received by Emily Schubert NVL 7/10/18 1545 Analyzed by Alla Prysyazhnyuk NVL 7/12/18 Results Called by ❑Faxed ❑Emailed Special Instructions: Date:7/10/2018 Time:3:57 PM Entered By:Emily Schubert page 13 of 15 NVL ILaborratories,Seattle,WA9Inc. ASBESTOS LABORATORY SERVICES lwv�.. p 206,547,0100 1 f 206.634.1936 1 www.rivllabs.com L A B S Company WL_Reld_Services_Division___- NVL Batch Number 1813014.00 Address 4708 Aurora Ave. N. TAT 2_DaVs _AH No_ Seattle,WA_961 Q3___ Rush TAT Project Manager Mr. Derrick Gallard Due Date_ 7/12/2018 Time _3,46PM___ Phone (206)_547-01.00__ _ Email derrick.g@_nvHatzs.cQtn. _ Cell (206�T07m3206__ _____ Fax (206Y634-1936 Project Name/Number:M1_8-0525 -_ Project Location: 1_d4_S-Ol_ympic�Ave._Arliagton,WA_98223——___ Subcategory PLNLBu k__- _ Item Code AS13-02 _- ___ _EPA 600/R-93-116Asbestos_b-yP__LM_<-b�ulL ___ _ Total Number of Samples 1_� Rush Samples_._._.. .._._ ..._. Lab ID Sample ID Description A/R 19 18067152 2018-0525-3-14 A Print Name Signature Company Date Time Sampled by JClient Relinquished by Client Office Use Only Print Name Signature Company Date Time Received by Emily Schubert NVL 7/10/18 1545 Analyzed by AIIa Prysyazhnyuk NVL 7/12/18 Results Called by ❑Faxed ❑Emailed Special Instructions: Date:7/10/2018 Time:3:57 PM Entered By:Emily Schubert page 14 of 15 NVL Laboratories, Inc. CHAIN of CUSTODY IIL 4708 Aurora Ave N,Seattle,WA 98103 SAMPLE LOG 1813014 5 p 206 5470100 1 f 206 6341936 I www.nvllabs cam Client NVL Laboratories Inc NVL Batch Number Street 4708 Aurora Ave N Client Job Number 2018-0525 Seattle, WA 98103 Total Samples i ;3 10 Project Manager Syed Hasan Turn Around Time 1 Fir 8 FirsDays Days2 Hrs I Day ;_',4 Days Project Location 104 S Olympic Ave.- 4 Firs �z Days ':. 5 Days Arlington, WA 98223 Please call for TAT less than 24 Hr: Email address gvd)grandviewinc.net Phone: (425) 359-5630 Fax: Ll Asbestos Air PCM(NIOSH 7400) I I TEM(NIOSH 7402) TEM(AHERA) I_'TEM(EPA Level II) 1:]Other Asbestos Bulk :<YLM(EPA/600/R-931116) [. PLM(EPA Point Count) L I PLM(EPA Gravimelry) [ ]TEM BULK MoldlFunqus -,Mold Air I Mold Bulk I .Rotometer Calibratior Other Metals METALS Det. Limit Matrix RCRA Metals All 8 i _I All 3 F Total Metals I 'FAA(pPm) Air Filter - Soil Arsenic(As) Chromium(Cr TCLP I i ICP .Drinking water I Paint Chips in% I I Barium(8a) I Lead(Pb) n Copper(Cu) (pPm) � [^Nickel(Ni) L]Cr 6 I I GFAA(ppb) I I Dust/wipe(Area) I Paint Chips in crr', Cadmium(Cd) I Mercury(Hg) ❑Zinc(Zn) [-]Other Types Fiberglass Nuisance Dust ❑Other(Specify) of Analysis Siiira 1 1 RPcnirahla n,io Condition of Package: ❑Good E.Damaged(no spillage) [J Severe damage(spillage) Seq.# Lab ID Client Sample Number Comments ,AIR - (-2 - -�� 4 5 6 -3-( C1000SIT _ 33 - 9 12 (QQ 13 - 14 15 %V/ Print Below Sian Below___- Company Date Time Sampled by [)F,;V-(?* /1 - A/fic, �O~fig l 7 od Relinquished by; =' Lq Received by �^^""'I Analyzed by Results Called by Results Faxed by Special Instructions: Unless requested in writing, all samples will be disposed of two(2)weeks after analysis- Results report to page 15 of 15 IN IL L A aB 5 Appendix C AHERA Certification & Laboratory Qualifications E LO @ C) k � ƒ CD \ 5 \ cri of \ LO ® R ^ a , x CN UJ Q C-4 . � ® q .§ / @ � \ zz @ � co / $ / / k k �± 0 C d Q. .z ƒ / f M o § e � 2 t � 2 $ p . � m 2 ? � \ W '� 0 uo co 6 % k w \ t 2 \ « 00 o � k e / \k . 0 Q -i -lb � � k ) 001, 2 � � / � IQ) � _ u kk / m ° 0 / m § 00 © / G M k z � @ & k $ k & A & / � � a^4j w1 of CN6 National Voluntary w ' Laboratory Accreditation Program J sTAYrs ni SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 NVL Laboratories, Inc. 4708 Aurora Avenue N. Seattle,WA 98103 Mr.Nghiep Vi Ly Phone.206-547-0100 Fax:206-634-1936 Email:nick.l@nvllabs.com http://www.nvilabs.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 102063-0 Bulk Asbestos Analysis Code De se Won 18/A01 EPA--Appendix E to Subpart E of Part 763—Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116:Method for the Determination of Asbestos in Bulk Building Materials r" " I For the National voluntak L borat cciedilation Program Effective 2017-10-01 through 2018-09-30 Page 1 of 1 . ,�, � I Li LU Go ,� • t4 /I ';1Y1 • 1 • iiC ` • � • 1 CN 9 • Y''1 • 0• (G J` 1 • • 0 m1CO s r • � ; f _ • • ► F, � • `✓ i 1 • r� 0 Ln cn lie 1 w 1 �r a • 1 i • y cn • ` LU ft. • - i \ ti• 1 1 }