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DIR2019-00004
APPROVED DIR2019 - 00004 H &H AUTO NONCONFORM ING USE NOTICE OF TYPE I DECISION NONCONFORMING USE DETERMINATION DIR2019-00004 H & H Auto TIGARD 120 DAYS = 1/28/2019 SECTION I. APPLICATION SUMMARY FILE NAME: H & H Auto CASE NO.: Nonconforming Use Determination(DIR) DIR2019-00004 PROPOSAL: The applicant requests a nonconforming use determination for a motor vehicle servicing/repair use at 11244 SW Tiedeman Avenue; previously addressed 11225 SW Greenburg Road(WCTM 1S135CA,Tax Lot 700),in order to continue the use at this location. The applicant is also requesting to reconstruct the building,which was partially destroyed by fire, as originally approved through site development review in 1984. APPLICANT: W. Scott Zwingli Greenburg Team One LLC 11225 SW Greenburg Road OWNER: Same as applicant LOCATION: 11244 SW Tiedeman Avenue,previously addressed 11225 SW Greenburg Road WCTM 1S135CA,Tax Lot 700 ZONING DESIGNATION: I-P: Industrial Park Zone. The I-P zone provides appropriate locations for combining light manufacturing, office, and small-scale commercial uses, such as restaurants,personal services,and fitness centers,in a campus-like setting with no nuisance characteristics such as noise,glare,odor,or vibration. APPLICABLE REVIEW CRITERIA: Community Development Code Chapter 18.50 SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the legal status of a nonconforming use,subject to the findings and conclusions on which the determination is based,noted in Section IV of this decision. DIR2019-00004 I-I&H Auto Nonconforming Use 1 SECTION III. BACKGROUND INFORMATION Site Information: The subject property is located at 11244 SW Tiedeman Avenue, previously addressed 11225 SW Greenburg Road, on the south corner of SW Tiedeman Avenue and SW Greenburg Road.The property is currently occupied by two industrial building,which were approved through a site development review (SDR3-84/VAR4-84) in 1984.The subject property is zoned Industrial Park(I-P). Adjacent properties to the south and east are zoned Medium-Density Residential (R-12), properties to the north are zoned Mixed-Use Commercial (MUC),and properties to the west are zoned I-P. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS 18.730 Director Determinations: 18.730.020 Applicability Director determinations may be issued for the following: A. An interpretation of any term or phrase in this title. B. A determination of a nonconforming use, an unlisted use,modification of certain conditions of approval, reasonable accommodation, zone boundary, or as otherwise provided in this title. The request is for a nonconforming use determination, this chapter applies. 18.730.050 Approval Criteria A Director determination has no specific approval criteria,except in the following cases: A. The criteria for determination of a nonconforming use are provided in Section 18.50.030. B. The criteria for determination of an unlisted use are provided in Subsection 18.60.030.C. C. The criteria for modification of an original condition of approval are provided in Paragraph 18.20.040.E.4. D. The criteria for determination of a zone boundary are provided in Subsection 18.10.050.C. The request is for a nonconforming use determination and the approval criteria are addressed below.The applicant is also requesting a determination of whether the building can be reconstructed as originally approved in 1984 provided that the reconstruction does not exceed 60 percent of its current value as assessed by the Washington County assessor. 18.50 Nonconforming Circumstances: 18.50.030 Determination of Nonconforming Use Status A determination regarding the legal status of a nonconforming circumstance is processed through a Director determination, as provided in Chapter 18.730, Director Determinations. A nonconforming use is determined to be legal when both of the following are met: A. The applicant has provided proof that the use was lawful at the time it was established, by one or more of the following: 1. Copies of issued development permits or land use approvals granted at the time the use was established; 2. Copies of zoning ordinances or maps;or 3. Demonstration that the use was established before the first development code for the City of Tigard was adopted. The two buildings on the site were approved through a Site Development Review(SDR3-84/VAR4-84) on March 28,1984. At the time of approval,the Development Code in effect listed automobile and equipment light and heavy repair as a permitted use. The first tenant, New Look Auto Painting,is listed in permit DIR2 01 9-00004 I I&I I Auto Nonconforming Use 2 records in July 1985. In February 1986, the development code was amended to make automobile and equipment light and heavy repair uses a conditional use. The motor vehicle servicing/repair uses on this property never obtained a conditional use permit because they were established prior to these uses being listed as conditional. Therefore, the motor vehicle servicing/repair use was legally established. This criterion is met. B. The applicant has provided proof that the use has been maintained over time. This proof must include copies of one or more of the following for every other year from the time the use was established until the current year: 1. Utility bills; 2. Income tax records; 3. Business licenses; 4. Listings in telephone,business,or other related directories; 5. Advertisements in dated publications, for example trade magazines; or 6. Land use approvals or development permits. The applicant has demonstrated since 1985 that the motor vehicle servicing/repair use has been maintained over time. As evidence, the applicant has submitted a copy of land use records,building and sign permits, business license records, and a statement from a previous tenant. Staff has reviewed all submitted documentation and concurs that the use has been maintained over time.This criterion is met. 18.50.040 Criteria for Nonconforming Situations C. Nonconforming development. 1. Where a lawful structure or development exists that could not be built under the terms of this title by reason of restrictions on lot area, lot coverage, height, required parking, landscaping, or other requirements, such structure or development may remain and its use continued provided it remains otherwise lawful and complies with the following: a. The nonconforming structure or development may not be enlarged or altered in a way that increases its nonconformity; b. If a nonconforming structure, development, or nonconforming portion of a structure or development is destroyed by any means to an extent of more than 60 percent of its current value as assessed by the Washington County assessor, reconstruction is prohibited except in conformity with this title. This prohibition does not apply to single detached houses destroyed by accident. If a nonconforming single detached house is partially or totally destroyed by accident, such as by fire or earthquake, reconstruction is allowed;and c. If a structure or development is moved any distance for any reason,it must thereafter comply with all applicable development standards. The building located on the west portion of the lot was destroyed by fire and the owner would like to rebuild it as it was originally approved through site development review in 1984. The building and site improvements do not comply with the current development code. The applicant submitted the most current tax statements from Washington County showing the value of the structures as $639,080. The valuation includes both structures as they are considered one development on one parcel by Washington County for tax purposes. The applicant also submitted an estimate of labor and materials, a total of $66,697, from Garco Building Systems and Superior Building Erectors. The cost of reconstruction is less than 60 percent of the current value. According to the information submitted, the building can be reconstructed as originally approved through site development review in 1984.This criterion is met. CONCLUSION: The motor vehicle servicing/repair use at 11244 SW Greenburg Road (WCTM 1S135CA,Tax Lot 700) is a legal, nonconforming use that has been maintained DIR2019-00004 H&H Auto Nonconforming Use 3 over time. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was provided to: X The applicant and owner Final Decision: A Nonconforming Use Determination is a Type I procedure.As such,the Director's decision is final for purposes of appeal on the date it is mailed or otherwise provided to the applicant,whichever occurs first. The Director's decision is not appealable locally,and is the final decision of the City. THIS DECISION IS FINAL ON OCTOBER 2, 2019, AND BECOMES EFFECTIVE ON OCTOBER 3, 2018. Questions: If you have any questions, please contact Agnes Lindor, Associate Planner at (503)718-2429 or AgnesL@tigard-or.gov.You may also mail inquiries to City of Tigard Planning Division, 13125 SW Hall Boulevard,Tigard, OR 97223. r(l;?j 1.i) ✓i 1 ( October 2, 2019 PREPARED BY: Agnes Lindor Associate Planner r/ � �' October 2.2019 APPROVED BY: Tom McGuire Assistant Community Development Director DIR2019-00004 H&H Auto Nonconforming Use 4 Date Type of Documentation Business Name Comments 4/16/1984 SDR3-84/VAR4-84 Edward Lilly&Joseph Hogan SDR for 2 warehouse buildings&site improvements 9/7/1984 Building Permit#5014 Joseph Hogan Building permit for Building B 7/17/1985 Sign Permit#0795 New Look Auto Painting 10/10/1986 Sign Permit:SP85-86 Tigard Auto Rebuilders phone#503-620-3257 5/13/1988 Sign Permit: 5P72-88 Tigard Auto Rebuilders phone#503-620-3257 1989-1992 Tigard Auto Rebuilders Purchased by Leifs Auto Collision in 1992 1992-2003 Letter from Leifs Auto Collision Center Leifs Auto Collission Leifs retained phone#from Tigard Auto Rebuilders The phone# is still used by Leif's today. ELR98-00134 Electrical Permit CEO2002-00111/CEO2003-75613/CEO2003-76789 Code enforcement cases 3/23/2004 SGN2003-00054 KAB Specialized Repair 3/22/2005 Business License KAB Specialized Repair 12/21/2007 Business License Nhan's Auto 2008-2019 ELC2008-00272, rent checks and active business license H&H Auto Dev.Code Dates Apr-83 18.52 Industrial Park Zone:Automobile and equipment repairs, heavy and light permitted use Sep-85 18.68 I-P Zone:Automobile and equipment repairs, light permitted use Feb-86 18.68 I-P Zone: Automobile and equipment body repairs, light conditional use APPLICANT MATERIALS Agnes Lindor From: Scott Zwingli <experts@aampro.com> Sent: Thursday, August 8, 2019 6:12 PM To: Agnes Lindor Subject: Tax statement for 11244 SW Tiedeman R274081 & R274072 Attachments: R274081 '16-17.pdf; R274081 '17-18.pdf; R274072 '16-17.pdf; R274072 '17-18.pdf; Tax map (2).pdf; aerial.JPG Warning! This message was sent from outside your organization and we are Allow sender I Block sender unable to verify the sender. RE:TIGARD PRE2019-00020 8/8/19 Hi Agnes, Attached are the tax statements and tax maps provided by Washington County for the property at 11225 SW Greenburg Road. I have had multiple conversations with Washington County regarding the tax statements and the assessed value of the property at 11225 SW Greenburg Rd, Tigard, OR The property is ONE tax lot with one assessed value to include the land and the improvements (2 buildings). The property is .88 acres, but lies on two separate tax districts, so the county allocates approximately 12.5% value for the .11 triangle on the North end of the code line split and approximately 87.5%for the remainder of the property to the South of the code line split. The code line split is the heavy dashed and dotted line just above where it says 401' East. The code line split lies on the North corner of the larger building. The attached aerial map also shows the tax code line split in red. Neither tax statement or assessed value can be attributed to a specific building. It was explained to me that the property is considered as one tax lot that includes both buildings. Tax Acct/code Acres 7/1/17 Assessed area Portion to R274072 - .11 (12.5%) 82,840 (12.6%) North 023.81 1 Portion to R274081 - .77 (87.5% 575,030 (87.4%) South 023.74 Total .88 (100%) 657,870 (100%) By all allocations, the proposed repairs are less than 60% of the assessed value. Please confirm your agreement that our proposed repairs comply with 18.50.040 Criteria for Nonconforming Situations. W. Scott Zwingli experts@aampro.com 11211 SW Greenburg Rd,Tigard, OR 97223 Wk 503-624-9222 Fx 503-624-9222 From:Zachorie Priester<Zach_Priester@co.washington.or.us> Sent:Tuesday,August 06, 2019 5:21 PM To: Scott Zwingli<experts@aampro.com> Subject: Follow up- R274081 & R274072 Attached above are statements, for both accounts, spanning from 2016 to 2018. A tax map is also attached.Tax lot 700 (the tax lot in question) can be found near the left center margin. The line distinguishing the two code areas can be seen bisecting the northern end of tax lot 700 and following SW Greenburg Road to the south. For reference, I have also included an aerial showing the same line. However, please note that the aerial is an overlay and used only for a visual representation of that line.The tax map is the best source for the tax code area boundaries. Additionally, listed below you will find a direct link to pertinent information for both accounts. R274081 http://gisims.co.washington.or.us/G IS/index.cfm?id=30&sid=3&IDValue=1S135CA00700 R274072 http://gisims.co.washington.or.us/G IS/index.cfm?id=30&sid=3&IDValue=1S135CA00700 I hope this information helps. Best, Zach Priester Commercial Appraiser Washington County Dept.of Assessment and Taxation 155 N. First Ave.,Suite 200 MS 8A Hillsboro, OR 97124 Phone:503.846.3933 2 Fax:503.846.3908 3 7/1/18 TO 6/30/19 REAL PROPERTY TAX STATEMENT WASHINGTON COUNTY OREGON * 155 N FIRST AVE., RM 130* HILLSBORO,OREGON 97124 PROPERTY DESCRIPTION MAP: 15135CA-00700 ACCOUNT NO: R274072 SITUS: 11211 SW GREENBURG RD, MORTGAGE CODE: LTS-2FN 002300 2018-2019 CURRENT TAX BY DISTRICT: GREENBURG TEAM ONE LLC COLLEGE-PORTLAND COMMUNITY 20.18 11174 SW SUMMER LAKE DR ESD-NW REGIONAL 10.98 TIGARD, OR 97223 SCH-TIGARO(TUALATIN 355.58 SCH-TIGARD TUALATIN-LOL AFTER 71,83 LEGAL DESCRIPTION CODE AREA: 023.81 EDUCATION TAXES: $458.57 ACRES .11, CODE SPLIT WASHINGTON COUNTY 160.45 REG-METRO SERVICE DISTRICT 6.90 PORT-PORTLAND 5.01 FIRE-TV FIRE & RESCUE 108.84 CITY-TIGARD 179.35 VALUES: LAST YEAR THIS YEAR CLEAN WATER SERVICES 0.00 UR-TIGARD-DOT 6.08 MARKET VALUES: AQUATIC-TIGARD TUALATIN 6.41 LAND 49,580 51,000 REG-METRO-AFTER 1/1/2013 6.90 STRUCTURE 95,860 72,910 FIRE-TV FIRE & RESCUE-AFTER 1 32.32 TOTAL RMV VALUE: 145,440 123,910 WASHINGTON COUNTY LOL AFTER 1 45.97 TAXABLE VALUES: SWC-TUALATIN 4,93 ASSESSED VALUE 82,840 71,830 GENERAL GOVERNMENT TAXES: $563.16 BOND-SCH-TIGARD TUALATIN-AFTE 126.74 BOND-TV FIRE & RESCUE AFTER 7.81 PROPERTY TAXES: $1,414.68 $1,235.61 BOND-WASHINGTON COUNTY AFTER 5.02 BOND-CITY OF TIGARD-AFTER 25.13 BOND-METRO SERVICE-AFTER 20.12 APPEAL DEADLINE December 31,2018 BOND-PCC-AFTER 29.06 Value Questions 503-846-8826 BOND AND MISC TAX: 4213.88 Tax Questions 503-846-8801 Business Personai Property Questions 503-846-8838 Other Questions 503-846-8741 2018-19 TAX (Before Discount) $1,235.61 PROPERTY TAX PAYMENT OPTIONS (See Back of Statement for payment instructions.) Due Discount Net Amount Due Pay 11/15118 37.07 $1,198.54 DELINQUENT TAXES: NO DELINQUENT TAXES DUE In Full 11/15/18 16.47 S807.27 2/3 (See back for explanation of taxes marked with an asterisk('). 1/3 11/75l1 B NONE $411.87 Delinquent Tax Total is included in payment options to the left.) MAKE PAYABLE TO:Washington County Tax TOTAL (After Discount): $1,198.54 Online- https:/lecomm.co.washington.or.uslpropertytax Pay By Phone:1(888)510-9274 We have moved back to the Public Services Building! Located at:155 N.First Ave.,Suite 130,Hillsboro,OR 97124 All Payments Processed Upon Receipt V'rear Herr SEE BACK OF STATEMENT FOR INSTRUCTIONS ,Y Tear Here 2018-2019 Property Tax Statement WASHINGTON COUNTY,OREGON ACCOUNT NO: R274072 nMailing address change on back of stub. ENTER AMOUNT PAID F YOU ARE RESPnHeEFOR TIE TAX MORTGAGE REQUEST TAX STATEMENT Due Date:77I1512016 Our records indicate that a mortgage company has requested your property tax information. This usually indicates that your lender has agreed to pay your property tax bill. If you do not have an agreement with your mortgage company to pay your taxes, you are responsible for timely payment of your property taxes,and this statement serves as your billing statement. Make Payable To: GREENBURG TEAM ONE LLC Washington County Tax 11174 SW SUMMER LAKE DR Property Tax Payment Center TIGARD, OR 97223 P.0-Box 3587 Portland,OR 97208-3587 34000U12740"72000011985417U13008]'7270000U411871 7/1/16 TO 6/30/17 REAL PROPERTY TAX STATEMENT WASHINGTON COUNTY OREGON * 155 N FIRST AVE., RM 130* HILLSBORO,OREGON 97124 PROPERTY DESCRIPTION MAP: 1S135CA-00700 ACCOUNT NO: R274072 SITUS: 11225 SW GREENBURG RD, MoRTGAUE coin:: Lss—zeN 2016-2017 CURRENT TAX BY DISTRICT: COLLEGE-PORTLAND COMMUNITY 22.61 ESD-NW REGIONAL 12.30 SCH-TIGARD/TUALATIN 398.31 SCH-TIGARD TUALATIN-LOL AFTER 80.43 LEGAL DESCRIPTION CODE AREA: 023,81 EDUCATION TAXES: $513.65 ACRES .11, CODE SPLIT WASHINGTON COUNTY 179.71 REG-METRO SERVICE DISTRICT 7.72 PORT-PORTLAND 5.61 FIRE-TV FIRE & RESCUE 121.91 CITY-TIGARD 200.87 VALUES: LAST YEAR THIS YEAR CLEAN WATER SERVICES 0.00 UR-TIGARD-DOT 6.47 MARKET VALUES: AQUATIC-TIGARD TUALATIN 7.19 LAND 45,070 45,070 REG-METRO-AFTER 1/1/2013 7.72 STRUCTURE: 76,540 84,960 FIRE-TV FIRE & RESCUE-AFTER 1 36.19 TOTAL RMV VALUE: 121,610 130,030 WASHINGTON COUNTY LOL AFTER 1 51.48 TAXABLE VALUES: GENERAL GOVERNMENT TAXES: $624.87 ASSESSED VALUE 78,090 80,430 BOND-METRO SERVICE DIST 16.44 BOND-SCH-TIGARD TUALATIN-AFTE 117.60 BOND-TV FIRE & RESCUE AFTER 9.86 PROPERTY TAXES: 51,298.53 $1,350.94 BOND-WASHINGTON COUNTY AFTER 5.70 BOND-CITY OF TIGARD-AFTER 30.99 BOND-PCC-AFTER 31.83 APPEAL DEADLINE January 3,2017 BOND AND MISC TAX: $212.42 Value Questions 503-846-8826 Tax Questions 503-846-8801 2016-17 TAX (Before Discount) $1,350.94 Business Personal Property Questions 503.846.8838 Other Questions 503-846-8741 PROPERTY TAX PAYMENT OPTIONS (See Back of Statement for payment instructions.) Due Discount Net Amount Due Pay 11/15/16 40.53 $1,310.41 DELINQUENT TAXES: NO DELINQUENT TAXES DUE In Full 11/15/16 18.01 $882.62 2/3 11/15/16 NONE $450.32 (See back for explanation of taxes marked with an asterisk 1/3 Delinquent Tax Total is included in payment options to the left.) MAKE PAYABLE TO:Washington County Tax TOTAL (After Discount): $1,310.41 Online- https:l/ecomm.co.washington.or.us/propertytax Pay By Phone:1(888)510-9274 Many factors can affect the amount of your tax bill. If you has in a taxing district eat has new ester approved Bonds or Local Didion Levi ,your property taxes may increase more than 3% Ifyou made any major renovations or changes to your pmperty Odor to the assessment date of January 1,your property tones may increase more than 3% For sckidxtafinformation pkase referb tie Press Release atwwww waslrbubn.aus'RssessrenITexatvn you can cal!he county arms ef(503)8468741. All Payments Processed Upon Receipt y Tear Here SEE BACK OF STATEMENT FOR INSTRUCTIONS y Tear Here 2016-2017 Property Tax Statement WASHINGTON COUNTY,OREGON ACCOUNT NO: R274072 nMailing address change on back of stub. ENTER AMOUNT PAID IF YOU ARE RESPONSIBLE FOR THE TAX MORTGAGE REQUEST TAX STATEMENT Due Date:11/15/2016 Our records indicate that a mortgage company has requested your property tax information. This usually indicates that your lender has agreed to pay your property tax bill. If you do not have an agreement with your mortgage company to pay your taxes, you are responsible for timely payment of your property taxes,and this statement serves as your billing statement. Make Payable To: Washington County Tax Property Tax Payment Center P.O.Box 3587 Portland,OR 97208-3587 34000D12740720000131041000008826200000450323 711116 TO 6130/17 REAL PROPERTY TAX STATEMENT WASHINGTON COUNTY OREGON *155 N FIRST AVE., RM 130* HILLSBORO, OREGON 97124 PROPERTY DESCRIPTION MAP: 1S135CA-00700 ACCOUNT NO: R274081 SITUS: 11225 SW GREENBURG RD, MORTGAGE TOTE: LTS-TEE 2016-2017 CURRENT TAX BY DISTRICT: COLLEGE-PORTLAND COMMUNITY 156.94 ESD-NW REGIONAL 85.36 SCH-TIGARD/TUALATIN 2,764.76 SCH-TIGARD TUALATIN-LOL AFTER 558,29 LEGAL DESCRIPTION CODE AREA: 023.74 EDUCATION TAXES: $3,565.35 ACRES .77, CODE SPLIT WASHINGTON COUNTY 1,247.44 REG-METRO SERVICE DISTRICT 53.60 PORT-PORTLAND 38.91 FIRE-TV FIRE & RESCUE 846.20 CITY-TIGARD 1,394.27 VALUES: LAST YEAR THIS YEAR CLEAN WATER SERVICES 0.00 UR-TIGARD-DOT 44.89 MARKET VALUES. AQUATIC-TIGARD TUALATIN 49.91 LAND 315,070 315,070 REG-METRO-AFTER 1/1/2013 53.60 STRUCTURE: 433,700 481,430 FIRE-TV FIRE & RESCUE-AFTER 1 251.23 TOTAL RMV VALUE: 748,770 796,500 WASHINGTON COUNTY LOL AFTER 1 357.31 TAXABLE VALUES: GENERAL GOVERNMENT TAXES: $4,337.36 ASSESSED VALUE 542,030 558,290 BOND-METRO SERVICE DIST 114.12 BOND-SCH-TIGARD TUALATIN-AFTE 816.28 BOND-TV FIRE & RESCUE AFTER 68.45 PROPERTY TAXES: $9,013.17 $9,377.17 BOND-WASHINGTON COUNTY AFTER 39.58 BOND-CITY OF TIGARD-AFTER 215.11 BOND-PCC-AFTER 220.92 APPEAL DEADLINE January 3,2017 BOND AND MISC TAX: $1,474.46 Value Questions 503-846-8826 Tax Questions 503-846.8801 Business Personal Property Questions 503-846.8838 2016-17 TAX (Before Discount) $9,377.17 Other Questions 503-846-8741 PROPERTY TAX PAYMENT OPTIONS (See Back of Statement for payment instructions.) Due Discount Net Amount Due Pay 11/15/16 281.32 $9,095.85 DELINQUENT TAXES: NO DELINQUENT TAXES DUE In Full 11/15/16 125.03 $6,126.42 213 11/15/16 NONE $3,125.73 (See back for explanation of taxes marked with an asterisk(•). 1/3 Delinquent Tax Total is included in payment options to the left.) MAKE PAYABLE TO:Washington County Tax TOTAL (After Discount): $9,095.85 Online- https:Hecomm.co.washington.or.us/propertytax Pay By Phone:1(888)510-9274 Many factors can affect the amount of your tax bill. Ifyou live in a taxing district tat has new voter approved Bonds or Loral Option Levies,your property taxes may increase more tan 3% Ifyou made any major renovations or changes to your property prior to the assessment date of January 1,your property taxes may increase more than 3% For acaoonal information[t,am refer to Us,Press/kkzvs at mmtcuwa ttgtacot-tro cscsmnon(Taxotion or you sell the wunty s of(503)846-8741. All Payments Processed Upon Receipt V Tear Here SEE BACK OF STATEMENT FOR INSTRUCTIONS V Tear Here 2016-2017 Property Tax Statement WASHINGTON COUNTY,OREGON ACCOUNT NO: R274081 nMatting address change on back of stub. ENTER AMOUNT PAID IF YOU ARE RESPONSIBLE FOR 111E TAX MORTGAGE REQUEST TAX STATEMENT Due Date:11/15/2016 Our records indicate that a mortgage company has requested your property tax information. This usually indicates that your lender has agreed to pay your property tax bill. If you do not have an agreement with your mortgage company to pay your taxes, you are responsible for timely payment of your property taxes,and this statement serves as your billing statement. Make Payable To: Washington County Tax Property Tax Payment Center P.O.Box 3587 Portland,OR 97208-3587 340000127408L0000909585000061264200003125737 7/1/17 TO 6/30/18 REAL PROPERTY TAX STATEMENT WASHINGTON COUNTY OREGON * 155 N FIRST AVE., RM 130* HILLSBORO,OREGON 97124 PROPERTY DESCRIPTION MAP: 1S135CA-00700 ACCOUNT NO: R274072 SITUS: 11225 SW GREENBURG RD, MORTGAGE CODE: T7 FN 2017-2018 CURRENT TAX BY DISTRICT: COLLEGE-PORTLAND COMMUNITY 23.29 ESD-NW REGIONAL 12.67 SCH-TIGARD/TUALATIN 410.22 SCH-TIGARD TUALATIN-LOL AFTER 82.84 LEGAL DESCRIPTION CODE AREA: 023.81 EDUCATION TAXES: $529.02 ACRES .11, CODE SPLIT WASHINGTON COUNTY 185.09 REG-METRO SERVICE DISTRICT 7.95 PORT-PORTLAND 5.77 FIRE-TV FIRE & RESCUE 125.56 CITY-TIGARD 206.88 VALUES: LAST YEAR THIS YEAR CLEAN WATER SERVICES 0.00 UR-TIGARD-DOT 6.72 MARKET VALUES: AQUATIC-TIGARD TUALATIN 7.41 LAND 45,070 49,580 REG-METRO-AFTER 1/1/2013 7.95 STRUCTURE: 84,960 95,860 FIRE-TV FIRE & RESCUE-AFTER 1 37.28 TOTAL RMV VALUE: 130,030 145,440 WASHINGTON COUNTY LOL AFTER 1 53.02 TAXABLE VALUES: SWC-TUALATIN 6.42 ASSESSED VALUE 80,430 82,840 GENERAL GOVERNMENT TAXES: $650.05 BOND-SCH-TIGARD TUALATIN-AFTE 147.13 BOND-TV FIRE & RESCUE AFTER 8,47 PROPERTY TAXES: $1,350.94 $1,414.68 BOND-WASHINGTON COUNTY AFTER 5.80 BOND-CITY OF TIGARD-AFTER 29.61 BOND-METRO SERVICE-AFTER 17.91 APPEAL DEADLINE January 2,2018 BOND-PCC-AFTER 26.69 Value Questions 503-846-8626 BOND AND MISC TAX: $235.61 Tax Questions 503-846-8801 Business Personal Property Questions 503-846-8838 Other Questions 503-846-8741 2017-18 TAX (Before Discount) $1,414.68 PROPERTY TAX PAYMENT OPTIONS (See Back of Statement for payment instructions.) Due Discount Net Amount Due Pay 11/15/17 42.44 $1,372.24 DELINQUENT TAXES: NO DELINQUENT TAXES DUE In Full 11/15/17 18.86 $924.26 2/3 11115117 NONE $471.56 (See back for explanation of taxes marked with an asterisk(*). 1/3 Delinquent Tax Total is included in payment options to the left.) MAKE PAYABLE TO:Washington County Tax Online- https:l/ecomm.co.washington.or.uslpropertytax TOTAL (After Discount): 51,372.24 Pay By Phone:1(888)510-9274 We have moved! New location: 161 NW Adams Ave, Hillsboro,OR 97124 All Payments Processed Upon Receipt V Tear Here SEE BACK OF STATEMENT FOR INSTRUCTIONS V Tear Here 2017-2018 Property Tax Statement WASHINGTON COUNTY,OREGON ACCOUNT NO: R274072 nMailing address change on back of stub. ENTER AMOUNT PAID IF YOU ARE RESPONSIBLE FOR THE TAR MORTGAGE REQUEST TAX STATEMENT Due Date:11/15/2017 Our records indicate that a mortgage company has requested your property tax information. This usually indicates that your lender has agreed to pay your property tax bill. If you do not have an agreement with your mortgage company to pay your taxes, you are responsible for timely payment of your property taxes,and this statement serves as your billing statement. Make Payable To: Washington County Tax Property Tax Payment Center P.O.Box 3587 Portland,OR 97208-3587 34000012740720000137224000009242600000471569 „, ...% ae : w .,b l ;;; w 1S135CA 1 1 5 A A” gate y !' >P I ie nc we $' • y:. • •• < 'b••✓. Rw+I ( • • '11w a. Mn , p- AW OL MGV[ Ylew YNW YJ ]� n.e,u, {. Ia a,'�'AWff��" I.. .r' A ME CPOE1W^ .MN i� A, G COn00NWWb • + ]1 3 'j F 4004110E22885/ i a'P1' Qv p Ti .58 my aaa cex uvw mw ,nn _ 3F iM.c d J >m.c a ,e,.c 9 tA)Ac $�, A•'0°2 rruw �„ ° B ,w.w ,mw ,M« ,.°n 00.- W � 'i • a.t ..w 3,m0Af 1. ,: v ,.' .�....:.___ '' 138 a ,uW 0.0 ,,,.W ,w,W ,0,w ,.,w 0 1 ,,,a = m e..e.n^Aa9a, m.. 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SCALE 7'-f00' ..E.Bwrelr ao,oe °°°B M EB°O,An ama sc[,susra ,00 :' 19C c ,.307 $o, ,',°,`,[! l� \r ...8 ;ps 9002 in0'�` l�)^P"01 �e Lai $59 $ , -J se 3) sz 33 ss 35 3a 31.. • si, rt p pp'RA- g 5 0 • 22 200 1 6 5 4 3 2 1 6 ns wA x44 ° Q0. <�.��d A 1a. d ;8 AI/ Sin f. _-— _ , k °.w R " 12 7 a 9 10 11 12 7 7,7 °'r rlj d Pis �� 3 5500 k41..Ia,ga s. tw 7•'m+w �e 1 • �y t' ^1 C ,� 95400 8 App 8 y n rhn. 13 f8 17 16 13 )I 13 18 } 6_ W� 16 ^ 355, Z nam " 1 7 �� e s�aa 8 8 8 8 u' i ,,,,,, re 2t 19 20 21 22 13 24 19 °oz[s ^"' \ .-8 s 5o 8:.T & AAnn a s Q mm 25 30 29 28 27 26 25 20 B036d emG2 _ Te, , n 8 550 8 8r e500 B m_._. w � »� 1 '•a 1 8Y 8 5000 8 , 19 36 31 32 33 38 35 36 31 :4 NrK w2se $ j, GOO it, 4 p[,B„9a0 S rn„.5 i 01 , [ '6 •R��e0Y0 fl w3 2pIL FAI 9 °900 �Y' s A>0 8 .,..:. r—,..,,�-m°..t ` . \ 't Wit lee ( i S 2 V: 09. a�o,2 a �[ie Ay Fr. . ) 6 5 4 3 2 1 6 d' i4)0a 13 8 ` 0 01 � I FOR AD MAPS VISIT OUR WEBSRE AT _ 1 a 9 OR11nww.°o.wA hl b0.535s x° 33 \\ \ % s IS 8i l P.1999 ,yryl & I • ,AL 1 .v7ic a 5wP E B • _ • w 549 \ \\,„...---;,-,, -`-.___4w _—.,- . , ,•�Oc.t �' �5. .'am,�eL??1_.,_a en_J—xn " i nm ?<m », 52r-+—STREET ''w"" Ern \ NORT1'f'b'�°P 1 uK-°"3OMw,EE°I6i„@AKOTPr----°"" "'°'sT n' BB a A9 AA �Y e'wuttl e I 1]OI -.,.-"a" a*.311 - �� ° 1A fA1M J�t�. B A d ° ." :, �.r3g' nib I ww I aw °,'P. ew .am BC e0 AC AO...I eua �� /K t A^" f ap : I11 nW §� %. ]00 I 19C4 I 1902 eoa 91W0 p,AW 83y0 R. F r. I,.,.n ...,.• o t 1\ f m.e C f.V'L .,.c ,° @ F 'it 5.1 ; :, r"^°5 �.s - SECTION 35 t. Be-. ., 1 , 8 AB AC a ( l 9 1300 2 Baae 1•�` r c. _ c, 1exAr. \ aas J � +- i_ �.._—_ \� ` of r- y sell a 1. A 3�� �1 ° ` 0 "f{�" rxm ). 3,3 1 (.� ,,( Sri, aeon s • ,... p,e h r a 1 " s e .ae w S '� 1 Q' , * 1.... F^ -t 9 �,.1� r 1 woo yci =^`=.k'e.,'S--A"-.': ,,. d ', B..w 1�'p l 2s.,c � e•S ..8 s ,o C9nceXeaTpbtS For: 15135CA I [s80i CAc aoo y 49 9 n _�._ ,.o \i\ j te°f.v 1a .�` Wy \ t _ .... ( .9,. - , )\"c\ i t"7.4.t•r*"6`T-.A.''' 9! M''' 3 '44.' 1101.1022700,900,306.2000.904.1000.1201.400,600, i i N .: ii— tr — — \ *,_ Zs ;‘,;,,.? 1 c, 15 ---A-%v— i ,+ n00 del 'pp p 1m 5 +l notsmmo°,2wo8°iiml �lsml. s1w• MF t, F1 3 tl19 ,�6oa 9 1 , it ._ °°w 'o < 17 a Inert IE �4t3 t ...Z... 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F n „.,y t.y 11) 'Tr v •5 .tu R 2 t > ,{'� a ¢pdo gam '- FORASSESONOTRURPOSES a3 74 oN� ON 0 1tW IQ m ^a: a,,,• +,rs 115W n 2 +r't9 0 m„ Y•D NOi USE ^" '.a 1 .n,e 4 F 4•2,1 ,° m u 3 ^ ; e 23a3 t. 3 3m \ nm FOR iHEfl I E B. � � m 2 ,.of 1n s',,*31 xaoa _�na Mn aBl.wehw., ws�a nm5r+o 1 .r.°e. w, 3s9 q,.tt�'� 1 8,78181x7,7171.707087107.r mix mw pe . � 'S .]0.c wp74 t P9 _ 23°I ,.,.: Aro..neu.r.33[+amn,' 6 n n ' G4 fA wmwrl.. ere mO,E TIGARD U....r9[ ' ' ... ,. °. _ ... 'f S 1 35CA 1 S 1 35CA 7/1/17 TO 6/30/18 REAL PROPERTY TAX STATEMENT WASHINGTON COUNTY OREGON * 155 N FIRST AVE., RM 130* HILLSBORO,OREGON 97124 PROPERTY DESCRIPTION MAP: 1S135CA-o0700 ACCOUNT NO: R274o81 SITUS: 11225 SW GREENBURG RD, MORTGAGE CODE: L=s—EFN 2017-2018 CURRENT TAX BY DISTRICT: COLLEGE-PORTLAND COMMUNITY 161.64 ESD-NW REGIONAL 87.92 SCH-TIGARD/TUALATIN 2,847.55 SCH-TIGARD TUALATIN-LOL AFTER 575.03 LEGAL DESCRIPTION CODE AREA: 023.74 EDUCATION TAXES: $3,672.14 ACRES .77, CODE SPLIT WASHINGTON COUNTY 1,284.79 REG-METRO SERVICE DISTRICT 55,20 PORT-PORTLAND 40,08 FIRE-TV FIRE & RESCUE 871,57 CITY-TIGARD 1,436.08 VALUES: LAST YEAR THIS YEAR CLEAN WATER SERVICES 0.00 UR-TIGARD-DOT 46.63 MARKET VALUES: AQUATIC-TIGARD TUALATIN 51.41 LAND 315,070 346,570 REG-METRO-AFTER 1/1/2013 55.20 STRUCTURE: 481,430 543,220 FIRE-TV FIRE & RESCUE-AFTER 1 258.76 TOTAL RMV VALUE. 796,500 889,790 WASHINGTON COUNTY LOL AFTER 1 368.02 TAXABLE VALUES: SWC-TUALATIN 44.56 ASSESSED VALUE 558,290 575,030 GENERAL GOVERNMENT TAXES: $4,512.30 BOND-SCH-TIGARD TUALATIN-AFTE 1,021.31 BOND-TV FIRE & RESCUE AFTER 58.83 PROPERTY TAXES: $9,377.17 $9,819.94 BOND-WASHINGTON COUNTY AFTER 40.25 BOND-CITY OF TIGARD-AFTER 205.52 BOND-METRO SERVICE-AFTER 124.32 APPEAL DEADLINE January 2,2018 BOND-PCC-AFTER Value Questions 503-846-8826 185.27 Tax Questions 503.846-8801 BOND AND MISC TAX: $1,635.50 Business Personal Property Questions 503-846.8838 Other Questions 5034346-8741 2017-18 TAX (Before Discount) $9,819.94 PROPERTY TAX PAYMENT OPTIONS (See Back of Statement for payment instructions.) Due Discount Net Amount Due Pay 11/15/17 294.60 $9,525.34 DELINQUENT TAXES: NO DELINQUENT TAXES DUE In Full 11/15/17 130.93 $6,415.70 2/3 11l15/17 NONE $3,273.32 (See back for explanation of taxes marked with an asterisk(•). 1/3Delinquent Tax Total is included in payment options to the left.) MAKE PAYABLE TO:Washington County Tax Online- https:l/ecomm.co.washington.or.uslpropertytax TOTAL (After Discount): $9,626.34 Pay By Phone:1(888)510-9274 We have moved! New location:161 NW Adams Ave, Hillsboro,OR 97124 All Payments Processed Upon Receipt V Tear Here SEE BACK OF STATEMENT FOR INSTRUCTIONS V.Tear Here 2017-2018 Property Tax Statement WASHINGTON COUNTY,OREGON ACCOUNT NO: R274081 riMailing address change on back of stub. ENTER AMOUNT PAID IF YOU ARE RESPONSIBLE FOR THE TAX MORTGAGE REQUEST TAX STATEMENT Due Date:11/15/2017 Our records indicate that a mortgage company has requested your property tax information. This usually indicates that your lender has agreed to pay your property tax bill. If you do not have an agreement with your mortgage company to pay your taxes, you are responsible for timely payment of your property taxes,and this statement serves as your billing statement. Make Payable To: Washington County Tax Property Tax Payment Center P.O.Box 3587 Portland,OR 97208-3587 34000012740810000952534000064157000003273323 'Ill4a , � I cif i ag ,- az iii:- , V ..r et I. fv ter,tw +� k d - -- . # . VI 47 - l q': y s g@ • r 1 . .. SP „„„,. a ` T Y » - y - �` n3 � F p4 3 Gar Pricing Report ofs,‘„0 IA0WA- Optima6.7.9 q11-93o --at-JSO 12/29/2017 Building Systems oyCK e. r oeper tcig'r0ue,caic,, 9939604 A 2714 S.Garfield Road Airway Heights,WA 99001(509)244- 561 I/Fax: (509)244-2850 Buyer acknowledges and agrees that this quotation is not valid for plan and specification projects since it is based on the Manuliacture,'s product standards only. Any Buyer-supplied information has been used only for general reference and the Manufacturer's scope of work is strictly limited as described herein. Buyer Information Credit Information P.O.Number NIA Contact NIA Buyer Number 9939804(1006'9939802) Phone NIA Name JS Held General Contractor C/O(if required) NSA Name WA Mailing Address NIA City NIA NIA,OR,NIA State NIA County Washington Physical Address NIA Sub-Ereetor NIA,OR,NIA Name N/A County Washington City N/A Attention Steve Bingham State N/A Phone 971-806-1113 Lender Fax WA Night Phone NIA Name NSA Cell Phone 971-930-2460 Phone N/A E-Mail sbingham@Jshold.com Lender Address NIA NIA, NIA Owner Information Credit Temss To Be Determined Name JS Held Tax Exempt Status Taxable Contact N/A Tax Exempt Number N/A Phone Number NIA Drawings &Documentation ( Address 11226 SW Greenburg Rd Tigard,OR,97223 County Washington Qp: Txp€ Puroose Seal Size Shin To End Use of Building 313 COMMERCIAL - WAREHOUSING AND 2 Cates Sealed Buyer STORAGE 3 Erection Penult Type 3 Sealed (17"x 22') Buyer 3 Erection Approval Unsealed(17"x 22") Buyer Shipping Type 3 1 Leiter of Final Sealed Buyer Shipping Terms FOB plant with Freight allowed to Jobsite Cert. Shipping Contact NSA Ship To 11226 SW Greenburg Rd Show Mem Sizes&Corms No Tigard,OR,97223 Send Dwgs Express Delivery No County Washington Corp of Engs,DOD,DOE Fed No Day Phone NIA UFC 4.01-01 Anti-Terrorism No Night Phone NSA requirements Shipping Weight 28,658.77 Ms All Electronic Documents No Miles to Jobsite 700.00 Requested\lgiliaa Dates Shipping Front Atwater, CA Final Anchor Rod NIA Add Export Overages No Approval N/A Requested Delivery 3/9/2018 Permit N/A Track Tarps No IMP Freight Calculation All Buildings Ship Together General Information Jobsite Information Project ID Greenburg Warehouse Bld B Address 11226 SW Greenburg Rd Material Origin Non-Domestic Steel Allowed Tigard,OR,97223 Estimator DN County Washington City Limits Inside TN Required NIA Project Status Approval Quote Request No Quote Requested Date 12/29/2017 MBMA Complexity 3 Int.Use:(Drft/Eng Pts) (17.00/2.00) Min.EW Arm.Rod Dia. SIB • Printed:12/29/2017 8:38:23 AM GREENBURG n1.11 B 128173.ebs Page 1 of 1 1 Printed:12/29/20178:38:23 AM GREENDURG DLD B 128173.nbs Page 2 of I1 Project Notes All Non-Production Orders will be progress billed upon release of Permit or Approval drawings. The total amount due upon release of drawings will be$1882.81. This is not an additional amount to the purchase order and does not represent the total cost of engineering. If a deposit is not collected in this amount or more at order entry,we will invoice upon release of drawings. This amount does NOT pertain to projects purchased fur production. BUILDING IS STRICTLY BUDGETARY AT THIS TIME AND NOT INTENDED FOR SALE. Mezzanine is Independent of the Garco structure and is to be provided by others. Insulation is to be provided by others. Till up walls are assumed to be self supporting and independent of the Garco structure. A spandrel beam has been provided for the skewed wall for purlin support. NOTE: Due to the rising steel prices,please pay special attention to note#1 at the lop of the last page of this quotation. GENERAL BUILDING NOTES: • 1.) It is the buyer's responsibility to verify all design loads and assumptions with the Engineer of Record and local Building Official prior to order, Garco Building Systems Engineer Is not the Engineer of Record for the overall project. 2.)Notice to Bidders:This proposal is predicated on Garco standard materials,methods,finishes,details, and deflections unless otherwise stated below. Plans and specifications(if furnished)may have been used for reference,however the buyer Is advised that In no way Is this proposal or contract to be construed as being in absolute compliance with any plans, specifications, or Corp of Engineers. Garco is quoting as a material supplier,not a subcontractor and is not bound by any agreements the buyer may enter Into with their customer. Reliance on This proposal for a bid job Is solely at the risk of the buyer. 3.)Terms to be determined per Garco credit department. Garco will not accept contracts which include retention or liquidated damages. 4.)A partial list of exclusions: Rol!-up doors, walk doors, Bi-Fold doors, windows,louvers, skylights, roof curbs, roof jacks,items that are embedded in concrete, miscellaneous metal fabrications,Insulation,thermal spacers,erection,field touch up,special inspections,roof seamer rental,and/or any items not specifically listed in this proposal are excluded. 6.)NOTE:PudiN girt depths and locations,as well as x•bracing type(rods vs.cables)are supplied for reference only and may be changed at Manufacturer's discretion without notice unless specifically stated otherwise in the"Project Notes"section of the contract. 6.)Provide Standard Detail R Drawings with engineers seal 7.)Touch up paint for each color selected is NOT INCLUDED. NOTE FOR GROUT AT BASEPLATES A 1 1/2"grout allowance is included in all base elevations,show grout space on anchor rod details. NOTE FOR"CUSTOMER HOLD'CHANGE ORDERS "Project is to be placed on Customer Hold immediately and pulled from the production schedule". "Customer will be invoiced for Cost to Date In the amount of and cost to date charges are due upon receipt". 'Project will be rescheduled to first available fabrication and shipment schedule upon release from Customer Hold." 'Upon release,the project will be repriced per current pricing concurrent with the first available fabrication and shipment opportunity" GRAY PRIMER NOTE- NOTE: Repainting of the°gray'shop coat on secondary&primary framing due to flash rusting that will occur during the shipping,storage&erecting processes will be the responsibility of others. Garco does not warrant the"gray"shop coat against flash rusting. NOTE IF CUSTOMER I-lAS RECEIVED PRISM GENERATED ANCHOR BOLTS- Prism generated anchor boll layout used. Request for verification of accuracy and usability with an Engineers seal. Verification Is required within 5 working days of receipt of singed order. Signed order was received on . Seated anchor bolt drawings required to be malted out to customer by NOTE: Prism anchor bolts attached to work order. Printed:12/29/20178:38:23 AM GREENBURG BLB B 128173.nbs Page of 11 Loads Project Use Category Commercial lobsite Address 11226 SW Greenburg Rd Building Code 2044 Oregon Tigard,OR,97223 County Wash ington Live/Wind Live Load 20.000 pet Wind Category NIA Trib.Area Reduction Allowed No Miles From Coastline N/A Wind Exposure Exposure C Elevation Above Sea Level N/A Rain Intensity 4.0000 Inlhr Snow Ground Snow Load 10.000 pet Snow Exposure Partially Exposed Min Roof Snow Load 20.000 psf Rain Load NIA Printed:120/20178:3S:23 AM GREENBItRG BIM B 128173.nbs Page 4 of 11 Seismic Spectral Responsc(Ss) 99.10% %of Snow Load for Seismic Normal Spectral Response(Sh) NIA Seismic Zone N/A Spectral Response(S I) 44.80 % Near Source Factor N/A Spectral Response(S2) WA Design Seismic for Schools N/A Accelerated Coeffmient(Aa) WA Site Ciass/Soil Type (D)Stiff Soil Velocity Coefficient(M) N/A Sustainability and Energy Efficiency Sustainability Goal None Climate Controlled Building No Energy Efficiency Code NIA Has Panel Air Infiltration Requirements No Printed:12/29/2017 8:38:23 AM GREENBURG BLD B 128173.nbs Page S of i i New Building A-GREENBURG WAREHOUSE BLD B 128173 _ Label-Name A-GREENBURG WAREHOUSE BLD Frame Type Non-Symmetrical B 128173 Elevation A Sldewall Structure New Type Stand Alone Loads,Wind Enclosure, Deflections &Sidesway Reading Loads hdeortance Factors Roof Snow Load By Design 20.000 psf Snow Is 1.00 Risk Factor II-Normal Wind Iw NIA Thermal Condition All Others Seismic le 1.00 Seismic Design Category D Designed Snow Exposure Partially Exposed Wind Speed 120.00 mph Wind Enclosers Enclosure Calculated -Enclosed Are all Framed Openings enclosed with materials designed to resist building wind loads? Yea Are all Open Areas for Other enclosed with materials designed to resist building wind loads? Yes Open Building Condition Obstructed flow Uniform Collateral Loads Ceiling Lead 3.000 psf Ceiling Type Acoustical/Other Brittle Welt/Dryvit No Other 6.000 psf Deflections • Purlins Roof Panel Rafters Live L/160 Code Limit Live L/60 Code Limit Live 11180 Code Limit Snow U180 Code Limit Snow 1160 Code Until Snow U180 Code Limit \Vind L1180 Code Limit Wind U60 Code Limit Wind U160 Code Limit Total Gravity U120 Coda Limit Total Gravity U60 Code Limit Total Gravity U120 Code Limit Total Uplift NIA Total Uplift U60 Code Limit Total Uplift NIA Gins U90 Code Limit Wall Panel U60 Code Limit Endwall Columns U120 Code Limit Sideswnv film Frame Crane H1100 Code Limit Live HI60 Code Limit Snow H160 Code Limit Serviceability Wind H160 Code Limit Total Gravity H160 Code Limit Total Seismic H140 Code Limit 'Note-Code deflection limits arc based on the applicable building code,user defined loading and the manufacturer's interpretation of what the minimum value should be. * Note-The material supplied by building manufacturer has been designed with the following minimum deflection criteria. The actual deflection may be less depending upon actual load and member length.The frame sidesway for wind load is based upon a representation of the 10-year Mean Recurrence Interval wind load. Topography - Escarpments Does the building lie on the upper half of a hill,ridge,or escarpment? No Is this hill,ridge or escarpment unobstructed in any direction by another similar topographic feature within a distance of 100 times its height or 2 miles No (3.21 km),whichever is less? Is the hill or escarpment at least twice as tall as any other topographic features within 2 miles(3.21 kin)? No Does the average slope on the top half of the hill,ridge,or escarpment equal or exceed 20%(11.3")? No Is the height of the hill,ridge or escarpment equal to or greater than 15 feet(49.21 a n)for Exposure C or D,or 60ft(196.8 m)for Exposure B? No Tonoeranhic Effects Hill Shape NIA Lh,Horizontal distance of crest to half height of hill or escarpment NIA H,Height of Hill or Escarpment N/A X,Distance Front the Crest to the Building Site N/A Geometry, Sidewalls&Endwalls Width 70'4" Length 60'-0" Printed:12/29/2017 8:38:23 AM GREENBURG BLD B 128173.nbs Page 6 of l i New Building A- GREENBURG WAREHOUSE BUD B 128173 Continued... Geometry, Sidewalis &Endwalls Continued... ma swc Eave Height 14'-10" Ease Height 16'•0" Roof Slope 1.000000/12 Roof Slope 1.000000/12 Distance To Ridge 42'•0" Distance To Ridge 28'-0" Gins 8.0"-Bypass Gins e.0"-Bypass EWB EWD Type Rigid Bearing Frame Type Rigid Bearing Frame Gins 8.0"-Bypass Gins 8.0"•Bypass User Specified Setback System Standard 1'-2" User Specified Setback System Standard 1'-2" Designed Setback 1'-2" Designed Setback 1'•2" PlnhnS 10.0"Z Pregalvanized Secondary Yes LBP Min Depth N/A Hot-Dipped Printery No LBP Max Depth N/A Seal Welds N/A Steel Shop Coat Gray Bolt Finish Plated •Note-Dark Gray shop coal and/or Pre-Gat-Secondary may extend your delivery. 'Note-Structural paint is intended as a primer. The printers supplied by the Manufacturer are not intended to provide the uniformity of appearance of a finish coat nor to provide extended protection if subjected to prolonged exposure. If immediate erection of steel is not possible, it must be protected from exposure to atmospheric and/or environmental conditions that may be detrimental to primer performance. These conditions would include,but not be limited to,prolonged exposure to ultra-violet light resulting in possible fading and or spotting or standing water resulting in spotting, peeling or localized surface oxidation. Gray Primer in particular will show rust spots/streaks due to imperfections in the application process and the properties associated with Gray Primers. Primer touch-up due to transit abrasions and/or scratching during loading and tudoad ng and erection is to be expected. Rusting or abrasions on structural members is not subject to customer rejection or claim for touch up.Additional guidelines can be found in the MBMA Commentary, the AISC Code of Standard Practice and the Manufacturer's Standard Specifications. Bracing Roof Rod (FRB to EWD)@ Bays 2 LBP Bracing Location NIA SWA 1 Tier Rod (EWB un EWD)Q Bays 2 SWC 1 Tier Rod (EWD to EWB)(e)Bays 2 EWB None (SWC to SWA)@ Bays NIA EWD None (SWA to SWC)@ Bays NIA Purlins Knock-In Bridging Angles Allowed SWA Gins Not Allowed SWC Gins Not Allowed EWB Gins Not Allowed EWD Gilts Not Allowed Railer Flange Braces Double Clip Column Flange Braces Double Clip Portal Proms SWA SWC Rod Tiers Above NIA Rod Tiers Above N/A Max Column Web Depth NIA Max Column Web Depth NIA Max Rafter Web Depth N/A Max Rafter Web Depth NIA EWB EwD Rod Tiers Above N/A Rod Tiers Above NIA Max Column Web Depth NIA Max Column Web Depth N/A Max Rafter Web Depth N/A Max Rafter Web Depth N/A •Note-It may be possible to reduce bracing costs by locating the bracing in a wider bay. If the braced bay is not as wide as it is tall,consider moving the bracing to a bigger bay if possible. r Printed:12/29/2017 8:38:23 AM GREENBURG BLD B 128173.ubs Page 7 of 11 Spacing S\VA Bay Spacing (EWB-EWD) 21'-0", 20'-0",19'-0" Roof Bay Spacing (EWB-EWD) 21'-0", 20'-0",19'-0" SWC Bay Spacing (EWD-EWB) 19'-0", 20'-0",21'-0" S\VA Soldier Column Recesses (EWB-EWD) NIA SWC Soldier Column Recesses (EWD-EWB) N/A EWB Column Spacing (SWC-SWA) 3_15'-0", 14'-0",11'-0" EWD Column Spacing (SWA-SWC) 11.-0", 14'-0",3@15'-0" EWI3 Column Recesses (SWC-SWA) 0.0",0.0",0.0",0.0",0.0",0.0" EWD Column Recesses (SWA-SWC) 0.0",0.0",0.0",0.0",0.0",0.0" .Note-Negative colunm recess raises the base of the column above the finished floor. SWA Girt Spacings (Base to Eave) System Standard 7'-6", SWC Girt Spacings (Base to Eave) System Standard T-6",4'-2', EWB Girt Spacings (Base to Peak) System Standard 7'-6",4'-2", EWD Girt Spacings (Base to Peak) System Standard 7'-6",4'-2", Pullin Spacing System Standard NIA Designed Perlin Spacings on the Slope-SWA (Eave to Peak) 2@2'-10 9/16",7@5'-0 3116" Designed Purlin Spacings on the Slope-SWC (Eave to Peak) 2@3'-4 9/16",4@5'.0 3/16" F Note - Purlin and girt depths, DESIGNED purlin locations, and SYSTEM SPECIFIED girt locations are supplied for reference only, and may be changed at Manufacturer's j discretion without notice unless specifically stated otherwise in the'Notes"section of this document. Frame Groups Group Number 1 (Clearapen) Frame Lines 2 to 3 Hardened Washers for High Strength Bolts Yes SWA $WW'C Column Tapered Allowed Column Tapered Allowed Unbraced're Elevation WA Unbmeed To Elevation NIA Max Column Web Depth 80.0" Max Column Web Depth 60.0" Max Rafter Web Depth 60.0" Max Rafter Web Depth 60.0" Exterior Column Elevation At Finished Floor Exterior Column Elevation At Finished Floor Roof Panel (4,236 sgft) Type Double-Lok Options Thickness NIA SS Clip Type High Sliding Width 24" (Up to 6"Mkt Insulation) Gauge 24 u l'lb Y u Thermal Blocks 318"Thick Color Galvalume Plus t9 vt t q FM-4471 Roof Panel Anchorage No Valspar Code NIA UL90 No Yield(KSI) 50 Eave Icing No R Value N/A Wide Tape No Finish Warranty NIA Additional Hand Crimper No Fastener information Type Self-Dr1111ng Wcathertiehfness WW'arrsnh' Ilead Finish Long-Life Type None Length Standard Term N/A F Note-Insulation not included unless specified on the Insulation page of this document. ***IMPORTANT*" The roof panel ordered requires a seaming too!for proper roof installation. Seaming tools must be leased from the panel manufacturer only. Failure to seam the panel properly or the use of a seamer other than one from nel manufacturer will void the manufacturers roof s aathertightness warranties, if purchased, and can void all applicable roof panel finish warranties. It is the responsibility of the purchaser to contact the panel manufacturer to arrange rental of the seaming tools. The purchaser will be required to complete a rental agreement. Rental agreements should be submitted a minimum of 10 business days prior to the requested date of seaming tool delivery. All seamer tool rentals are invoiced separate of the material invoices. A deposit may be required prior to shipment of seaming tools. Contact your sales representative for further infonnation. Printed:12/29/20l78:38:23 AM GREENBURG BLD B 128173.nhs Page 8 of I1 Wail Panel (2,499 sqft) Type PBR Options Thickness NIA Reverse Rolled No Width 36" n Washers NIA Gauge �28� r.- Concrete Notch No Color ozo0 Standard TBO Seated Wall No Valspar Code N/A Eave Closure No Yield(KSI) B0 Rake Closure Yes Finish Warranty No Outside Metal EW Closures No R Value NIA Foam Tape(If applicable) No Fastener Information Type Self-Drilling Head Finish Standard Length I.1/2" Vendee N/A —Base Condition j Framing F73 Formed Base Trim Closure None Trim None Trim SWA Options SWC Options Trim Type Gutters and Downspouts 'Prim Type Gutters and Downspouts Gutter Typc Northern Gutter Type Northern Gutter Type by Design NIA Gutter Type by Design NIA Additional Gutter Supports By Design Additional Gutter Supports By Design "Nate-Gutter supports will be provided at a Maximum spacing of 2'-0 O/C. "Note-Gutter supports will be provided at a Maximum spacing oF2'-0 OIC. EWD Options EWD Options Trim Type Rake Trim Trim Type Rake Trim Gutter Type N/A Gutter Type N/A Gutter Type by Design N/A Gutter Type by Design N/A Additional Gutter Supports N/A Additional Gutter Supports N/A Color Selections Eave S200 Standard TBD Trim Profile Signature Eave Valspar Code N/A Downspout Type Press Broke Rake 8200 Standard TBD All Trim Yield(KSI) 50 Rake Vaispar Code N/A Trim for roof/wall system with Sig 300 color is 24 gauge. Corner 3200 Standard TBD "Note-Gutters selected may differ from the Gutters designed. Comcr Valspar Code N/A Base S200 Burnished Slate Base Valspar Code WXB1007L Gutters S200 Standard TBD Gutters Vaispar Code NIA Downspouts S200 Standard TBD Downspouts Valspar Code N/A Roof to Roof N/A Roof to Wall N/A Privled:12/29/20178:38:23 AM GREENBURG BLD B 128173.obs Page 9 of It New Building A-GREENBURG WAREHOUSE BLD B 128173 Continued... Accessories I Downspouts Elevation SWA Elbow Yes Bay N/A Trim S200 Standard TBD Quantity 2 Trim Valspar Code N/A Height 16'-0" Distance From Left Steelline 0'-0" Distance From Left Column 0'-0" Elevation SWC Elbow Yes Bay NIA Trim S200 Standard TBD Quantity 2 Trim Valspar Code N/A Height 16'-0" Distance From Left Steelline 0'-0" Distance From Lett Column 0'-0" Open Areas Type Partial Height Sup port pport Beam Included No Support Beam Elevation SWA Use Flange Bracing NIA Not by Garco Start Bay 1 Distance Front Left Steelline 0'-0" '.. Width 60'-0" Distance From Left Column 0'-0" Height T-0" Shear Wall No Open For Other Colwnn Bracing NIA Material Thickness NIA Base Type Coo with BFL201 Material Weight 0.000 pat Include Jamb Flash Yes Distance to Face of Material 0'-0" Flash Color S200 Standard TBD Distance to Support Beam 0'-0" Flash Valspar Code N/A Connection Spacing 0'-0" Open for Wind 0.00% Sheeted in Future N/A Liner Panel To Remain No Liner Found Insulation To Remain No Type Partial Height Support Beam Included No Support Beam _ Elevation EWB Use Flange Bracing N/A .Not by Garco Start Bay 1 Distance From left Steelline 0'-0" Width 70'-0" Distance From Left Column 0'-0" Height 7'-0" Shear Wall No Open For Other Column Bracing NIA Material Thickness NIA Base Type Cee with BFL201 Material Weight 0.000 pat Include Jamb Flash Yes Distance to Face of Material 0'-0" Flash Color S200 Standard TBD Distance to Support Beam 0'-0" Flash Valspar Code N/A Connection Spacing 0'-0" Open for Wind 0.00% Sheeted in Future NIA Liner Panel To Remain No Liner Found Insulation To Remain No Type Partial Height Support Beam Included No Support Beaus Elevation SWC Use Flange Bracing N/A Not by Garco Start Bay 1 Distance From Left Steelline 0'-0" Width 60'-0" Distance From Left Column 0'-0" Height 7'-0" Shear Wall No Open For Other Column Bracing NIA Material Thickness N/A Base Type Coe with BFL201 Material Weight 0.000 psf Include lamb Flash Yes Distance to Face of Material 0'-0" Flash Color 8200 Standard TBD Distance to Support Beam 0'-0" Flash Valspar Code NIA Connection Spacing 0'-0" Open for Wind 0.00% Sheeted in Future NIA Liner Panel To Remain No Liner Found Insulation To Remain No Type Partial Height Support Beans Included No Support Beam Elevation EWD Use Flange Bracing NIA Start Bay 1 Distance From Lefl Steelline 0'-0" Not by Garco Width 70'-0" Distance From Lea Column 0'-0" Height 7'-0" Shear Wall No Open For Other Column Bracing N/A Material Thickness N/A Base Type Gee with BFL201 Material Weight 0.000 psi Include Jamb Flash Yes Distance to Face of Material 0'-0" Flash Color S200 Standard TBD Distance to Support Brain 0%0" Flash Valspar Code N/A Connection Spacing 0'-0" Open for Wind 0.00% Sheeted in Future NIA Liner Panel To Remain No Liner Found Insulation To Remain No Printed:12/29/20178:38:23 AM GREENBURG BLD B 128173.ubs Page 10 of 11 Insulation Building Has Insulation Yes Insulation By Garen No Insulation Information Roof Insulation Type Batt-Over the Purlin Insulation Only Roof Insulation Thickness 6.00" Cavity Purlin Bracing Allowed?Yes Wall Insulation Type Batt-Over the Oirt Insulation Only Wall Insulation Thickness 4.00" Cavity Girt Bracing Allowed? Yes Printed:12/29/2017 8:38:23 AM GREENBURG BLD B 128173.nbs Page 11 of it Notes Note: if project contains screw-down roof or wall panels, they may be up to 45'-0" in length(a1 Manufacturer's discretion) unless otherwise noted. If project contains standing scam panels,they may be up to 53'-0"in length(at Manuficturers discretion)unless otherwise noted. Note: NOTICE: Uniform visual appearance of Galvalume' Plus coated panels cannot be guaranteed. The Galvalwne'14 Plus coating is subject to variances in spangle from coil to coil which may result in a noticeable shade variation in installed panels. The Gralvahhme®Plus coating is also subject to differential weathering after panel installation. Panels may appear to be different shades due to this weathering characteristic. If uniform visual appearance is required, Manufacturer recommends that our prepainted Signature® 200 or Signature® 300 panels be used in lieu of Galvalume'lie Plus. Shade variations in panels manufactured from Galvalume9 Plus coaled material do not diminish the structural integrity of the product. These shade variations should be anticipated and are not a cause for rejection. Note: If soil profile other than(D),(4),(SD),(S4)is to be used, the Manufacturer requires a sealed letter or copy of a soils report from a registered design professional stating the soil type to be used in the design of the metal building. Note: Any in-plant inspection requirements must be noted on this document,and will be at the Buyer's expense. Note: Buyer acknowledges that,although minimum loads may be supplied automatically, it is Buyer's responsibility to determine the intended use of the Metal Building System ordered, its appropriateness for all loads to be encountered, including but not limited to, live load, wind load, snow/ice load, water load, collateral and auxiliary loads, as well as its appropriateness for drainage systems and compliance with the requirements of all governing code bodies, statutory and regulatory agencies. Note: All design information provided is preliminary, including but not limited to"Designed", "System Standard" and"Default" design criteria. The Manufacturer will not be responsible for conditions resulting from changes in the final design unless that specific requirement is noted on the Purchase Order. Note: Manufacturer's specifications, including welding standards and specifications, arc applicable unless specifically described otherwise on this document. If plans, specifications, and/or Buyer's Purchase Order accompany this document, and there is a conflict between those docwnents and Manufacturer's standard specifications, the Manufacturer's standard specifications shall prevail unless specifically listed on this document. The words "See Attached" do not fulfill this reference requirement Note: The complexity rating is derived from the geometry and accessories input into the builder system. The use of Miscellaneous Adds, Project Notes, or any other modifications can influence This rating.Manufacturer reserves the right to change this rating at any time without notification. Note: Anchor Rods are not supplied by Manufacturer unless noted specifically on this document. Embedment length is not designed by Manufacturer. Note: All Suppon Beams(spandrel beans)are designed and priced with the assumption that the beam is located at or within 2'-0"of the top of the open area material and that the open area does not extend above the cave line and/or roofline. Note: Buyer is responsible for determining the correct fastener length for use with the insulation used on the project. See the Help fde or contact the Manufacturer for documents regarding the proper selection of Fasteners,clips and thermal blocks. Note: Structural paint is intended as a primer. The primers supplied by the Manufacturer are not intended to provide the uniformity of appearance of a finish coat nor to provide extended protection if subjected to prolonged exposure. If immediate erection of steel is not possible, it must be protected from exposure to atmospheric and/or environmental conditions that may be detrimental to primer performance. These conditions would include, but not be limited to, prolonged exposure to ultra-violet light resulting in possible fading and or spotting or standing water resulting in spotting,peeling or localized surface oxidation. Gray Primer in particular will show rust spots/streaks due to imperfections in the application process end the properties associated with Gray Printers. Pruner touch-up due to transit abrasions and/or scratching during loading and unloading and erection is to be expected. Rusting or abrasions on structural members is not subject to customer rejection or claim for touch up. Additional guidelines can be found in the MBMA Commentary, the RISC Code of Standard Practice and the Manufacturer's Standard Specifications. Note: Eave Struts,Endratlers and Header members are not designed to sustain transverse wind or seismic loading from masonry/other construction. Note: Pregalvanized secondary framing members consist of roof purlins,cave struts,wall girls,and base angle only.Pregalvanized material is a mill galvanized coil that is coated to G90 specification per ASTM A 653.MI other secondary framing(clips,flange braces,sheeting angles,cold•forn endwall columnslrafters, eta)will be prime painted.Required attachment bolts will be provided zinc coated. Note: Any quoted delivery schedules arc only approximations (Not Guarantees), are rendered as a convenience to the customer, and are subject to variations depending upon Manufacturer's shipment backlog at the time of order placement. Note: The manufacturer will not guarantee any level of performance for air infiltration or air barrier performance. Furthermore, the manufacturer will not be responsible for any material or labor costs required to achieve any performance level of air infiltration for any wall or roof assembly or whole-building testing. Note: Buyer is responsible for selecting the appropriate thermal blocks and clips for standing seam roofs for use with the insulation used on the project. Note: Only drawings noted for"Erector Installation"are to be utilized to set anchor rods or for installation of steel. Drawings labeled for"Permit"and/or"Approval"are not to be used for these purposes. Printed:12/29/20178:38:23 A111 GREENBERG BLD II 128173,nbs Page 12 of II Project Summation Project ID Greenburg Warehouse Bld 8 Owlet- JS Held Buyer P.O.Number N/A Buyer JS Hold Buyer Phone 971.806.1113 IJ Buyer Fax WA NOTES Estimated Weight(lbs) 28,558 1. All prices quoted are valid for 14 days from the date signed below. Approved Factor(Good until N/A) 2. The terms and conditions applicable to this are: a.Uniform Terms and Conditions b.General Condhons of Contract \Veathertightness Warranty N/A c.If buyer is a Garco Building Systems Builder,Garco Building Systems Builder Agreement all of which, as applicable, are incorporated by reference herein. '• Estimated Freight* Included 3. Payment will be in accordance with terms(downpayment, COD a or other terms)as established by Garco Building Systems Credit Estimated Tax(0,00 /o) Not Included Department Applicable tax will be added at the time of invoice. 4. This quotation is not a contract,but an offer to sell,which can be accepted only by the Garco Building Systems' Purchase Order or Contract Total(14.28 Tons,ECF:2) $47,228 Quotatiol/Cottmct form. Excluding Applicable tax. 'Final Freight and Tax charges will be based on rates in effect at time of Shipment. Alternates Exclusions Garco Building Systems Representative 'title Date For Office use Only:37.6600, 10.4500,3074.5790,4.5000, 1.7000,700.0000,3325.0000,3890.0000,4221.0000,-180.9804,318.0000,0.0000, 16150.7755, 0.0000 GUARANTY Date: October 2003 China Cloud Traders,LLC, an Oregon limited liability company ("Landlord") Nhan's Auto, Inc., an Oregon corporation ("Tenant") Nhan Nguayen ("Guarantor") In order to induce Landlord to enter into this lease, Guarantor hereby unconditionally guarantees the prompt and faithful payment and performance of all present and future debts, liabilities, and obligations of any kind or nature, direct or indirect,of Tenant to Landlord arising under the lease between Landlord and Tenant of even date herewith(the "Lease"),however said debts, liabilities, and obligations may evidenced and in whatever form they may be. Upon any default of Tenant under the Lease, Guarantor shall,upon demand,cure such default without any obligation on the part of Landlord to endeavor to collect from or to proceed against Tenant or to remove Tenant from the premises. Guarantor hereby consents to(i)Tenant exercising any option to renew one or more times the term of the Lease, (ii)any and all modifications of the Lease, and(iii) any and all extensions of time for the payment of the rent or other sums owing under the Lease or for the performance of any other obligations under the Lease. The obligations of Guarantor hereunder are primary and unconditional obligations of Guarantor and apply to all existing and future indebtedness of Tenant to Landlord under the Lease-or_arisingby.reason.o£any of its_rrovisions, and may be enforced dirertly against_ . ___ Guarantor without any action against or demand upon Tenant, and Guarantor may be joined as a defendant in any action involving Landlord and Tenant. Guarantor will pay the reasonable attorneys' fees and costs incurred by Landlord in any such action and in any appeal therefrom, all as fixed by the court or courts in which the suit or action is tried or appeal is heard. Guarantor consents to and waives notice of any arrangements or settlements made in or out of court in the event of receivership,liquidation,readjustment,bankruptcy, reorganization, arrangement, or assignment for benefit of creditors of Tenant and anything whatsoever, whether or not herein specified, that may be done or waived by or between Landlord and Tenant. No action or omission by Tenant,with or without the consent of Landlord,shall release either of Guarantor from the obligations contained in this Guaranty and hereby assumed by Guarantor. Without limiting the broad application of the preceding sentence, but by way of example only, Guarantor agrees that the Guaranty will continue in effect according to its terms notwithstanding the insolvency or bankruptcy of Tenant,the assignment by Tenant of the Lease and all of its rights therein(except as provided below), and notwithstanding the consent of Landlord to the assignment and the assumption by the assignee of Tenant's obligations under the Lease. Guarantor waives any and all rights of subrogation he may have against Tenant arising from any payment or payments made by Guarantor pursuant to this Guaranty. This Guaranty -1- 099999-7001/102903/1'0XDOCS:I381682.2 • THIS INDENTURE OF LEASE,entered into this day of October, 2003, between China Cloud Traders LLC; an Oregon limited liability company, hereinafter called the lessor, and Nhan's Auto, Inc., an Oregon corporation, hereinafter called the lessee, WITNESSETH:In consideration of the covenants herein, the lessor hereby leases unto the lessee those certain premises, as is, situated in the City of Portland, County of Washington and State of Oregon, hereinafter called the premises, described as follows: 11225 SW Greenburg Road Building B To Have and to Hold the premises commencing with the 1st day of November, 2003, and ending at midnight on the 3lst day of October, 2006,for a rental of$1,782.50 for the whole term, which lessee agrees to pay,at 7628 SW 32"1 Avenue, City of Portland,State of Oregon 97219,at the following times and in the following amounts, to-wit: 1. Base rent for November is the prorated amount starting 14 days following the date lessor causes sealant to be placed on the concrete cracks in the floor. For example,if lessor places such sealant on November 15,the rent would be$1,782.50 multiplied by 2+30=$118.83. 2. Base rent thereafter is$1,782.50 per month In consideration of the leasing of the premises and of the mutual agreements herein contained, the parties agree as follows: 061640-6001/102903/PDXDOCS:1381434.3 H&H AUTO CENTER&TRANSMISSION 25177 11643 SW PACIFIC HWY 24-680/1230 3272 li '. TIGARD OREGONPH.503-620-9806 9r?23 47- 42°eg Date 78&4038az8 I' Orrddeer o the . 10� ; J iy Ii I $,Zotio•a-9 11: / in) PLetevik11� ev Dollars 8 r...- R' WellsmFarge WA NA r For �L1 1�`,a�-6 5 z � 'u-T. I. ��� ^? �0 Ib1WdCi&4 25184 :1 H&H AUTO CENTER&TRANSMISSION 24 820/1230 3272 G/jl� f��1- 11643 SW PACIFIC HWY TIGARD,OREQON 97223 ate 7884038428 I+ PH.503-620-9806 /Gi r Pay to the 5CU 2 � $ l7✓5'97 II Order of 7 t 2€ M�(.;��t1Y/u22,1ye�7 `ve 0 r...r Dollars 8 w�e. w� I; FormitforgeAtrto ii /aZ f/fit/ _ v „t'' zero m H&H AUTO CENTER&TRANSMIS.- ON 25182 11643 SW PACIFIC HWY / -•^ �y 24-880/1238 3272 PPH.50336200E96O 97223 9--/£-'' ° Date 4038428 Pay to the p -1Z, e Order of S Cf/ /j t4' '2'19.0' I $ /GL7' s (90 C )I.,Uyi/4.dl ' ✓✓ Dollars ('Ain't) Wdefr4n MMIcIU. PAIi(o On90 vrotslapocarte For Pi +[vL )5 oe Yetal /��? ____-{_ _____�.-____ 6/6/2019 SGN1995-00102-Laserfiche WebLink City of Tigard, oreg on SGN1995-00102 E t;'tit1H Metadata I Thumbnails I fl 1 /3 Go (, PDF V )' 40 «' Annotations ----- SGN1995-00102 CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT :.:lN r�tuan Last Modified "'31Iw"a'•"'.•Non.Oregon I""•'»10""•,'" PERMIT e, SGNez-ale.= 5/6/2011 9:34:29 AM DATE 1�.>uEo....: ea iay.a swlRATION DATE, Creation Date 5/6/2011 9:33:06 AM Fields Template: Accela Automation Case Number SGN1995-00102 Category Permit Address 11225 SW GREENBURG RD Description-Title PERMANENT WALL SIGN (EXISTING SIGN 2' X 10' = 20 SQ.FT) ADDING 5' X 3'. Parcel Number 1S135CA00700 Project Name LEIF'S AUTO COLLISIO Document Date v � � ��- 6/7/1995 Accela Case Number SGN95-00102 Wss r permit la. h 9.5-0102 CITY ar acua A applicant hereby appliee for a°�R'ing P and Ppedti®Han. t i UssotsIn1i heI or as Morn 1n the SIN=mot A[V1LCI: I112$ D CrateM&aak-ICJ Za1110; AME of DIMNESS: I =iP't tof(r racifai Ds) APPiSCAFIVAUINV: 1*W WN,TSReeKmVMJy: i/hwl i312. mete:X.p-750'91-15".- T City of Tigard laposee an wadi Aniress Tax 4ttd,e>,t he kept current a1 all pesaua doing business in the City. Ds you presently have a current business tax? Y6 (wl 10 ( ) U.L. rahei/` PAOWREI)SIGN: (CherA as army as apply) - ... PFTaeaaar IREESAtl1D0 ( I FP Q,Y ( 1 publicrecords.tig ard-or.gov/Public/DocV iew.aspx?id=370577&searchid=902664d 5-4279-405c-b5d5-d0e59f2cd3a5&dbid=0 1/2 6/6/2019 SGN2004-00054-Laseriiche WebLink airTiCi'd, Oregon SGN2004-00054 HOME Metadata I Thumbnails Iu Annotations �7 1 /6 i Go PDF Q «+ F.. SGN2004-00054 CITY OF TIGARD SIGNPERI.T DEVELOPMENT SERVICES PERMIT/:SGN2004-00054 Last Modified 13125SW Nall BIM.,Tiperd,OR 97223(50116394171 DATE ISSUED: 323/04 1E130CA.00700 4/5/2010 3:05:39 PM BUSINESS NAME: KAB SPECIALILEO REPAIR ZONE:I-P SIGN LOCATION: 11225 SW CREENBVRC RO JURMOICTIGN:TIC; Creation Date APPLICANT/AGENT: 4/5/2010 3:05:39 PM BUSINESS TAN NO: SIGN PERMANENT: Y FREESTANDING: V FREEWAY: Fields TEMPORARY: WALL: ELECTRONIC:Y OTHER: BILLSOARO: BALLOON: Template: Accela Automation SIGN o ALSICRAREA.s N Sa•R 74 WALL AREA: ed.H. Case Number WALL FACE IDIRECTIONI: SIGN HEIGHT: 17 R. SGN2004-00054 PROJECTION FROM WALL: In. ILLUMINATION: NT Category DESCRIPTION OF SIGN: Install new freestanding sgn 6•s T Permit Address MATERIALS: PLASTIC EXISTING SIGNS: 11225 SW GREENBURG RD PERMIT REQUIRED: Description—Title L BUILIDING PERMIT REQUIRED: N Install new freestanding sign. 6' x ADMINISTRATIVE EXCEPTIONS. 7' TOTAL PERMIT FEES: Parcel Number 1S135CA00700 Project Name KAB SPECIALIZED REPAIR Document Date • 3/23/2004 Accela Case Number SGN2004-00054 This permit is saved su6ed to the rep+latiens comaeled In the Tigard M pupa Code.State of Oregon Sneers ry Cad® and as Whet applicable laws All work will be done in acoada oe with approved piens. A permanent atgn nNsl be pieced whin 90 days from approual dale or sun paint mal ewe A letup raty twin snail oasis 30 days horn validly sate A balloon sign shah annm 10 days from reedit),data APPROVED BY: PERNETTEE SIGNATURE: DATE: 3123m4 iin; i SIGN PERMIT APPLICATION ern or lroaeC - GENERAL INFORMATION ,-7/Nf iSp ' Geri, ' o`••'e.,/.(yswn R n(./AE MUITAFF USE ONLY ':Address( $br"'"4" a Penal N i Loneen - - M ✓ l EnrimioI D Approver BY.___..--___ *PINNY Derr "`--"—"'-- Omar Mg11P —® Moral Permit Roomed, O VIA a Na Twee oe n — ._ .. .. .. publicrecords.tigard-or.gov/Public/DocView.aspx?id=188160&page=1&searchid=902664d5-4279-405c-b5d5-dOe59f2cd3a5 1/2 Leifs Auto Collision Centers, LLC 14344 SW 72nd Ave, Tigard, OR 97224 (503) 620-5343 503-620-3257 September 30, 2019 To whom it may concern, This letter is to confirm that Leifs Auto Collision Centers, LLC occupied the property at 11225 SW Greenburg Rd from 1992 to 1998 to perform automotive services. Sincerely eif's t ision Centers, LLC is cud. ����5 0A dccu{�ned 4 bt,\ cyder... \c !,B— ��qZ- Tivec ._ NA-o R4�vt4P-IS UXLS sold. Rio 1�,,�'s IR v ��u� wwis �r, t491.. �.ec�s re Wled• MAP- ck-ove.- vsvw40ef- 503-!o?U-3ZC7 tC Tt c&rd J . CITY OF TIGARD PLUMBING PERMIT A., DEVELOPMENT SERVICES PERMIT#: PLM2006-00073 'I 13125 SW Hall Blvd.,Tigard, OR 97223 503-639-4171 DATE ISSUED: 219/2006 PARCEL: 1 S 135 C A-0 0700 SITE ADDRESS: 11225 SW GREENBURG RD ZONING: I-P SUBDIVISION: LOT: JURISDICTION: TIG Project Description: T.I. CLASS OF WORK: ALT GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: COM WASHING MACH: BACKFLOW PREVNTRS: OCCUPANCY GRP: FLOOR DRAINS: 0 TRAPS: STORIES: WATER HEATERS: CATCH BASINS: FIXTURES LAUNDRY TRAYS: SF RAIN DRAINS: SINKS: 0 URINALS: 1 GREASE TRAPS: LAVATORIES: 1 OTHER FIXTURES: 0 TUB/SHOWERS: SEWER LINE: ft WATER CLOSETS: 1 WATER LINE: ft DISHWASHERS: RAIN DRAIN: ft Owner: FEES W. SCOTT ZWINGUIE Description Date Amount 11225 SW GREENBURG RD TIGARD, OR 97223 [PLUMB]Permit Fce 2/9/2006 $72.50 [TAX] 8%State Surcharl 2/9/2006 $5.80 Phone: Total $78.30 Contractor: JURRIES PLUMBING & MECHANICAL, INC. 274 NE WILCOX REQUIRED ITEMS AND REPORTS HILLSBORO, OR 97124 Contact# : FAX PRI 503-704-9109 Reg#: LIC 161342 PLM 34-440PB This permit is issued subject to the regulations contained in the Tigard Munidpal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance,or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-0001-0010 through OAR 952-0001-0100. You may obtain copies of these rules or direct questions to OUNC by calling 503-246-6699 or 1-800-332-2344. Issued By: �T � � ,,` Permittee Signature: i1i0y Call 503-639-4175 by 7:00 a.m.for an inspection that business day. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. Scott Zwingli From: Lizbeth Lutz <Lizbeth@tigard-or.gov> Sent: Monday, September 30, 2019 1:11 PM To: Scott Zwingli Subject: Sent from Snipping Tool 211 License Maintenance — File Window Help w Refresh ,1 Attachments `;.+Print - ..,._ _!crr,:e El New La Delete Generate Web Key _• Audit General Fee History Approval Comment Contact Form Alert Miscellaneous Operation: License - License Status: [-ACTIVE Business Type Category: Business - Application Date: 1/13/1994 - Type I Description ► 7530 AUTO REPAIR f License Type: 01 ,__ Issue Date: 11/ 1/2018 - i Application Number: 0000157 Start Date: 1/ 1/2019 License Number: 002907 Duration: L- -_ 1 Business Number 000000 1 Duration Units: Years i Doing Business As: I 1 Expiration Date: [12/31/2019 _1 I 4 I Ilii Customer Number: C31905 Print Date: [ 3/25/2013 _H Customer Name: H 8 H Auto Center&Ira i Description Lot Number AUTO REPAIR SHOPS Service Address 11225 SW Greenburc Rd Lot Owner Name: License History Summary Lot Owner Address Iran Date I Start Date I Eli 46 / 11/26/2012 1/1/2013 12/;_ 11/11/2013 1/1/2014 12/__ Outstanding Bills: SI:100 11/6/2014 1/1/2015 12/2 Unapplied Credits: $0.00 11/9/2015 1/1/2016 12/2 License Balance: S0.00 1 I lili I ► Web Registration Key: CGREO Do not renew Charge Exempt J Notification License 002907 -Customer 031906 H & H Aute Center&Transmission LLC DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules "City General Records Retention Schedule." 1 Scott Zwingli From: Lizbeth Lutz <Lizbeth@tigard-or.gov> Sent: Wednesday, September 25, 2019 8:57 AM To: Scott Zwingli Subject: RE: GBB Proof of occupancy at 11225 SW Greenburg Rd, Tigard, OR 97223 from 1994-2008 I have H & H Auto Center&Transmission LLC—there since 1994 Liz Lutz I Finance Administration City of Tigard/ Finance& Information Services 13125 SW Hall Boulevard Tigard, Oregon 97223 Phone:503.718.2487 Email:Lizbeth@tigard-or.gov From:Scott Zwingli <experts@aampro.com> Sent:Thursday, September 19, 2019 6:14 PM To: Lizbeth Lutz<Lizbeth@tigard-or.gov> Subject:GBB Proof of occupancy at 11225 SW Greenburg Rd,Tigard, OR 97223 from 1988-2203 City of Tigard licensing Liz Lutz 503-718-2487 I Email lizbeth@tigard-or.gov Hi Liz, I think we may have spoken, but I have been unsuccessful finding documentation for Agnes at the City of Tigard permit center to prove what tenants occupied the property at 11225 SW Greenburg Rd, Tigard, OR 97223 for the period 1988- 2003. I expect the occupant was Tigard Auto Collision aka Leifs Auto Collision (503) 620-5343 Unfortunately, Leif Hansen is refusing to provide any letter to me that his company occupied the building. I was hoping that you might be able to find business licenses during that period (1988-2003) that had their address at 11225 SW Greenburg Rd, Tigard, OR 97223. Or, can you suggest any other way to prove who occupied the building? The previous building owners have not been located. The City of Tigard Utilities states they do not have records back that far. The phone book companies (DexMedia/Thryv, have been unsuccessful in finding old phone books to document who advertised under that address. 1. The Library does not have old phone books or records of occupants. Oregon Secretary of State has not concluded their search of information. W. Scott Zwingli Greenburg Team One, LLC experts@aampro.com sales@airnw.com AirTech NW Environmental Testing and Consultants/Lead Solutions 11211 SW Greenburg Rd,Tigard,OR 97223 W 503-639-7600 Fx 503-624-9222 DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules "City General Records Retention Schedule." 2 SIGN PERMIT PERMIT #: SGN93-0065 DATE ISSUED • 05/07/93 EXPIRATION DATE: o7/07/73 PARCEL • 1S135CA-00700 ZONE • I-P BUSINESS NAME. . : TIGARD COLLISION CENTER SIGN LOCATION. . : 11225 SW GREENBURG RD APPLICANT/AGENT: DAVID WOOD BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS • 2' X 10' TOTAL SIGN AREA • 20 sq.ft. WALL AREA : 665 sq.ft. WALL FACE (DIRECTION) : W SIGN HEIGHT • 19 ft. PROJECTION FROM WALL.: 1 in. ILLUMINATION • NON DESCRIPTION OF SIGN: PERMANENT WALL SIGN. 2' X 10' = 20 SQ.FT MATERIALS • ALUMN/VINYL EXISTING SIGNS • 1 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 APPROVED BY: DATE: 05/07/93 'Li tJ i_J tJ Li Li 11,1 ti t.t 0 .l j ? ,. • Permit No ? - r0 CITY OF 1LGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the wurk udicatod or ■s shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 11225 SW GreerOurp ZONING: IP NAME OF COMPANY: AALLU TRANSj1iSSI u APPLICANT/ACEN1: Joe PatterQon 684-O558 The City of Tigard imposes an annual Business Tax which must be kept current on all parsons doing business in the City. Do you presently have ■ current Business Tax; YES PROPOSED SIGN: PERMANENT ( ) FREESTANDING ( ) TEMPORARY ( ) WALL (x ) BILLBOARD ( ) SIGN DIMENSIONS: 2x20. 2x2O TOTAL SIGN AREA (Sq ft.): BO WALL AREA (Sq. ft.): 1600 HEIGHT (ft): NA PROJECTION: Painted directly—or, wall _ ILLUMINATION: YES ( ) NO (x ) COPY: "AATCO TRANSMI3,0.0N" MATERIALS: Paint EXISTING SIGNS: None • OTHER PERMITS REQUIRED: YES ( ) WO (x ) COMMENTS: West and Northeast side, of nrtagn ih trnd he,;lding --- PLANNING DEPARTMENT All sign permits must be accompanied by A teriiit Fee: $25.00 scale dr.uwing and plot plan If work. Receipt No. : 32635 _ authcrizeo under a sign permit has not boon Approved By: DR completed within ninety days after the (lace: 7j14/88___,_ _,._ _ issuance of the irrvmit, the permit shell become null and void. I CERTIFY THAI I AM THE RECORDED OWNER 01 tw PROPERTY OR AN AVERT T11ORIZED BY THE OWNI.N Ica gnature 9?-7) 57 r ' '1/-� 6"ozn gc I Address i 97ddj Telephone OAB.bstit IL . MI I �r 4..f L_I {ter IL..Y 1 r L„..r rL„r 11 Permit No..S„ c -' CITY OF TIGARD SIGN PERMIT APPLICATION If The applicant hereby applies for a permit fur the work indicated or as shown in the accompanying plans and specifications. c- SIGN LOCATION ADDRESS: f Z 2' S( _r ' . YONING: -.- — -1 �‘ ) .G r NAME OF COMPANY: e— ^ ( 5`?/ APPLICANT/AGENT: 1 i d� �•� The City of Tigard imposes an annual Business Tax which mu pre tt beh kept curr e a current t on all persons doing business in the City. Do Business Tax? i _ PROPOSED SIGN. PERMANENT ( ) FREESTANDING ' TEMPORARY ( ) WALL (/ ) __ ' i �r44• ILLBOARD ( ) SIGN DIMENSIONS: • ( • J TOTAL SIGN AREA (Sq. ft.); G,. WALL AREA (Sq ): t. HEIGHT (CO' -` eROJECIION: ( ) _ ILLUMINATION: YES ) .- a COPY: 1'4 - - Sftc rtL MATERIALS: EXISTING SIGNS:_ L4 7 OTHER PERMITS REQUIRED: YES ( ) NO (. ) - -,.— -- rIITS: 7' _ __ - coMM_ ——' --- All sign permits must be accompanied by a PLANNING UEPAR171EN1 scale drawing and plot plan. If work permit Fee:___ ' [ authorized under a sign permit has not been Aecei ye Nu__. after the roved B -� completed within ninety the days permit shall Date: .`1 A , issuance of the permit, become null and void. I RECORD PROPERTY OR AN AGT.N1 AUTNORI t D-Y THAT I AM THEtBY INEE P R OWNER. d __ ------"— Ap a -_ plicant's Signature - --._ - - - Tel„pl“mo Address DAS:bRO1 7 SIGN PERMIT APPLICATION CPR TIGARD Date July 17 19_`'5 No. 0195 The applicant hereby applies for a permit for the work indicated or es shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 11225 SY Gresnbur;t APPLICANT: Owner r Lessee Authorized Representainie _ NAME/COMPANY Chit•u ciolttf Trader a Tel ak3-94 is IOPl)SEDSIGN: Freestanding Wall Projecting _ Other DIMENSIONS 2 b 2b AREA 2,,c 52s ipL HEIGHT WALL AREA :i-',; i ,a, P!u,I'ERTY FRONTAGE COST 20u0. ZONING DISTRICT ILLUMINATION MATERIAL Paint COLOR COPY Ely !.nor AtFro PAT STING EXISTING SIGNS: Freestandi DRS. COMMENTS: n9 "— Wall Projecting Other All sign permits must be accompanied by a scale drawing and plot plan. If work authorized under a sign permit has not bean completed PLANNING DEPART ENT within ninety days after the Issuance of the permit, the permit shall y Pa►mk FM tY 35.07 n/ 4 T y r� ad SCR l 1 / '1�/l c- VI i lwal Date p , , r "�ha,stone ' _ , ./.., A , • • BUILDING PERMIT APPLiCATION TIGAD DATE_ _ THE UNDERSIGNED HERESY APPLIES FOR A PERMIT FOR TRHEWORK HEREIN INDICATED BUILDI PHONE 54 05 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNEF PHONE_¢4 ,WW OWNER [tutu 6 Joe Hue aloe ADDRESS 11225 SW GreanbUrr LOT NO, LOER Saar B. 97005 ARCHITECT ADDRESS I1U9U SW Allen II ___ DESIGNERENGINEER STRUCTURE ❑ NEW C$ REMODEL 0 DDITION L' REPAIR0 RENEWAL D FIRE DAMAGE O DEMOLITION C1 RESIDENCE acomM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE D BLABLD FENCE OCCUPANCY_N IULANDUSEZONE CIS __SLOG'TYPE FIRE ZONE PLAN CHECK BY 1ST►' Bl¢g�A Tet7ant —___ HEAT_ ticetioa ell oer epproedlene and Cie and c f eat ors__Nisi__ anal• PlusH , pert R♦Rt red. ______ .__ int Booth Permit NRymired. SEWERPERMITN ;.acv� _ OCC.LOAD FLOOR LOAD — ' `--_ 4U HEIGHT 16a NO.STORIES 1 AREA 1500 BIIILDING DEPARTMENT NO.BEDROOMS VALUEtl�SUU. Perrin BET BACKP fpONT 54:1 1 LRRlfi U LEFT SIOE RIGHT BIDE THIS PEPMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE.ZONING Plan Chock 4tf.43 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES,AND IT IS HEREBY AGREED THAT THE`J:AN.et _ WITHKA,NLLA PEICABLE CODES ANDDONE IN NCE WITH THE PLAS ANDORDINANCES. THEISS ANCEEOF THISIPERMAND IN IT DOES NOTCOMPLIANCE 29.8U RESTRII;TIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tay 1.9$ LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Total __ 155,71 8DC— By u_ CZ PDCN � 4PPLIC..m url�,OE _... Approved El'W RecaIp96J(yp A/ - ,—...f (' J., _. arTeilira— , LI.L.I Li LI LI LI LI LI Li I I I . . 1 • ' 6` a�� q Y BUILDING PERMIT APPLICATION TIGARD DATE 67/V 7 t9__ THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR TtIE WORK HEREIN INDICATED BUILDER PHONEGY V/7 '' S SHOWN AN APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE /l LOT N0._,,._ OWNER �r/� JOB ADDRESS r_4 il/T-ram-*- . ARCHITECT • 9'[itl/,� ENGINcER BUILDER �t1yy/ AOORESA ' • ' .. . DESIGNER • STRUCTURE f1'NEyV ❑ REMOOLL 0 ADDITION 0 REPA;R 0 RENEWAL ID FIRE DAMAGE 0 DEMO!ITian ❑ RESIDENCE El COMM 0 EDUCATIONAL 0 GOV'T 0 REUGIOUS Cl PATIO 0 CARPORT 0 GARAGE 0 STORAGE ❑ SLAB FENCE .ems. 't OCCUPANCY `2 LANOUSEZONE ``P DLDG.TYPE S FIREZONE___PLAN CHECK BY —HEAT. C:Xd-i-. a .oreav Pl..•..:.>, ---- r n SEWER • Bata PERMIT II . � JS� a .�..�Px .1 'he< T ./ehle -1 , 1----,_ OCC.LOAD FLOOR LOAD 7 D HEIGHT/E17,I- NO.STORIES / ARE c NO.BEDROOMS' VA.LUES-krj BUILDING DEPA•T T SET BACKS FRONT ?XI REAR 0 _ LEFT SIDE �F-o RIGHT SIDE /,, Permit " THIS PERMIT IS ISSUED SUBJECT TO THE EGULATtONS CONTAINED IN THE BUILDING CODE,ZON?I. Plane/leek Ghatk REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES,AND IT IS HEREBY AGREED THAT THt WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIAI/C uD+t Pl�� Y IS �ra • /1 O WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIV - RESTRICTIVE COV.NANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY RUSINES t State Taxr� �LICENSE SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING_ LMI SDC ,4 PDC* APPLICANT OR AGENT -._ _-_.... _ RtCelpl No. I ADDRESS PHONE — I / J SDC •- PDC - 9(IS X".___- • S ,..0 EWER CONNECTION SEWER INSPECTION S � _.73trsj SEWER SURCHARGE S V � So ` i1 1 LI 1isLI LILiLI if Permit No. S}' 72-8R CITY OF 1IGAR0 SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accomparying plans and specifi .ions. SIGN LOCATION ADDRESS: 11225 SW Greenburg Rd. ZONING: 1-P NAME OF COMPANY: Tigard Auto Rebuilders APPLICANT/AGENT: Pam Dryer 620-3257 The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current Business Tax? YPc PROPOSED SIGN: PERMANEN1 ( X ) FREESTANDING ( ) TEMPORARY ( ) WALL ( X ) BI'..LBOARD ( ) SIGN DIMENSIONS: 7.4' X 2' TOTAL SIGN AREA (Sq. ft.): 14.83 sc .ft. WALL AREA (Sq. ft.): 1800 sq.ft. HEIGHT (ft): N/A PROJECTION: NJA ILLUMINATION: YES ( ) NO ( X) COPY: WelLtiee to Charley''. Place MATERIALS: Paint _ EXISTING SIGNS: OTHER PERMITS REQUIRED: YES ( ) NO ( X ) COMMENTS: Sign will be painted on east wall face. PLANNING DEPARTMENT All sign permits must be accompanied by a Permit Fee: SIT 00 scale dravi:g and plot plan, If work Receipt No. : 31499 authorized under a sigo permit has not been Approved By: DS completed within ninety days after the Date: 5-13-88 issuance of the permit, the permit shall become null and void. I CERTIFY THAT I AM THE RECORDED OWNER Of 1HE yROPERT'( OR AN 1tQENT._A&YTHORIZED BY THE OWNER. Applicant's Signature �aa3067 Address (/ Telephone DAS:bs6t Frontl DSTS Subject: PRE2019-00020: H+H Auto Location: CR_=1_Permit_Center Start: Thu 5/23/2019 9:00 AM End: Thu 5/23/2019 10:00 AM Recurrence: Weekly Recurrence Pattern: every Tuesday and Thursday from 9:00 AM to 10:00 AM Meeting Status: Meeting organizer Organizer: -Pre-Apps_CD_Meetings Required Attendees: #Pre-Application-Conferences Optional Attendees: Jessica Williams; Al Dickman;Albert Shields; Brady Bullinger; Dylan Bemis Resources: CR=_1_Permit_Center Call Handling Mode 2: 2 Rebuild existing building with same footprint on existing foundation with existing concrete walls. CUP required for the motor vehicle servicing/repair use in the I-P Zone. 1 City of Tigard RECEIVED w COMMUNITY DEVELOPMENT DEPARTMENT mAN 0 7 2019 Pre-Application D ocINGIENGINEE TIGARD TIGARD Iµl Conference Recl'U^-{�w1.w1 ¢ RING k lAa a:�uJIIIIJLIL:NU ii_9• Yam! "F¶g1:IIWW�YN91Wh IS6AuIry51WJIlAWi'JIJIIWWOIMYIIWI NXOIYWW Litl x PROJECT INFORMATION Project name: /y " ' r: d•,•"s',• f} F I�`1C REQUIRED ELEMENTS TTAL Brief description of proposed project and uses: 5 SETS of the following: • .—I E�Xi.c'Ly 1 b ,` , ❑ Detailed description of the project including: S b* e. O'1--erth1 n-K c3its*-iv�q / n i t/ • Proposed buildings or lots, " )t.,V�Gt old ,„) tE4c.i.S tp c �J �C • Proposed site ' y Asimprovements,and • Proposed uses. SITE INFORMATION Ersite plan' AP-4-- Location (address if available): (I.2'Vf .SLJ I 1 edaivIaA /e ❑ Application Fee i i &t1 Rev01/2019 Tax map and tax lot numbers: / 5(3 ] epj 7 e Zone: \0 APPLICANT INFORMATION Name: W . S,'vf 2[f l i A_(f I(./ ,+re 7PdZLM a/l�. 11.-- Mailing address: /f 17y 5(......) 5(-44 u►a4/ (QL C ty/St te: j t,-� L)C6 , e Zip:97ZZ- Phone: 'j 7/3`f'( —3 3 3 Email: € 6,t' s (' aV tl vv& 0 rO. e.owv Applicant's representative: `J Phone: 5ce.4,4ne.-- Email: .ctIKQ This request must be submitted in person at the Permit Center between the hours of 8 a.m. and 4:30 p.m. Monday through Thursday.Pre-application conferences scheduled two or more weeks out from the date the request is submitted. They are one hour in length and are held between the hours of 9 a.m. and 11 a.m. on Tuesdays and Thursdays. If you plan to bring more than four people,please inform the city in advance so that alternate room arrangements can be made to accommodate your group. Case No: V1`-2 1P\ik"0O1J'.0 Application fee: $. :t v Received by: L. Date: — `I`I Date of pre-app: Time of pre-app: Planner assigned to pre-app: City ofTigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 1 RECEIVED w Scott Zwingli MAY 0 7 2019 Greenburg Team One, LLC 11211 SW Greenburg Rd,Tigard, OR 97223 CITY OF TIGARD C 971-344-3933 Fx 503.-624-9222 PLANNING/ENGINEERING exoertst aampro.com City of Tigard Phone: (503)-718-2450 Sam Copelan,Assistant Planner Email:Samuelcna,tigard-or.gov City of Tigard;Community Development 13125 SW Hall Boulevard,Tigard, OR 97223 Phone: (503)-718-2450 Pre-Application Conference Request Project: 11211 SW Tiedeman Ave,Tigard,OR 97223 Tax lot map 1S135CA-00700 in the South '/4 section o35,T.I.S. 1W,W.M.in Washington County This project will include replacement of the existing steel metal building at 11211 SW Tiedeman Ave.,Tigard Oregon which is currently occupied by H&H Auto. The building shares a parking lot with 11225 SW Greenburg Rd. There are no proposed site improvements except as noted below. The proposed use will be Industrial Park,and we are applying for a Conditional Use Permit to continue to use the property for automotive repair consistent with its use since 1985 when occupied by Leifs Auto Collision. Greenburg Team One purchased the property in 2006 while it was occupied by Nahns Auto,then leased to H&H Auto. The property was damaged during a fire on August 30,2017. The replacement steel structure will be positioned on the pre-existing foundation and will utilize the pre-existing concrete walls on all sides. The footprint will remain the same. The changes will be as follows: • An exterior stairwell will be added to the right(North) side on Tiedeman(as shown on the architectural drawings A2) to allow a safety egress to the 2nd floor mezzanine storage located above the existing office • Windows will be added on the North and East elevations near the corner of the new stairwell • The mezzanine storage will be extended toward the back of the warehouse with the stairs repositioned toward the back of the building. • The front eave height of the building will be 22'to accommodate the doorway for the stairs and thee peak height will be approximately 25'4"as shown on Garco drawing E8 • There will be an additional 10'bay door in the front center of the warehouse • A fire sprinkler system will be added. Construction Type:Type VB Occupancy S1/B Building Code: 2014 OSSC Sq Ft Floor: 2930 Sq Ft building 3473 W. Scott Zwingli Greenburg Team One LLC Garco, . Systems ACCREDITED ac 472 Division of Robertson-Ceco II Corporation Office:(800)-777-9378 (509)244-5611 2714 S. Garfield Road Fax:(509)244-2850 Airway Heights,WA 99001-9595 http://www.garcobuildings.com February 12, 2019 PREFABRICATED STEEL BUILDING SOLUTION. . . 16869 65TH AVE # 197 LAKE OSWEGO, OR 97035-7865 16-B-47573 GREENBURG TEAM ONE. LLC PORTLAND, OR 70'0" x 52'6-1/2" x 22'0" To Whom It May Concern: This is to certify that materials for the subject structure have been designed in accordance with the order documents, specifically as shown per the attached Engineering Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements. This certification does not cover field modifications or the design of materials not furnished by Garco Building Systems. The attached design criteria information is to remain with and form part of this Letter of Certification. The calculations and the metal building they represent are the product of Garco Building Systems or a division of its affiliate NCI Building Systems. The engineer whose seal appears hereon is employed by either Garco Building Systems or a division of its affiliate NCI Building Systems and is not the engineer of record for this project. Cordially, Garco Building Systems Materials for Metal Buildings An NCI Company David Lewis Carlson, P.E. � 41 INFlo9 ��y Senior Design Engineer 7 E - David Carlson o Mar 12 2019 2:03 PM 40,0 4ewtsGPP 16-B-47573 EXPIRATION DATE:12/31/2019 Page 1 of 3 Mailing Address: Office:(800)-777-9378 Garco Building Systems (509)244-5811 2714 S.Garfield Road Fax:(503)244-2850 Airway Heights,WA 99001 Building si: Division of Robettson•Ceco II Corporation Office:(800)-777-9378 (509)244-5611 2714 S.Garfield Road Fax:(509)244-2850 Airway Heights,WA 99001-9595 http:l/www.garcobuildings.com Building Code 2014 OREGON Building Risk Category Normal (Risk Category II) Roof Dead Load Superimposed 2. 67 psf Collateral 5.50 psf (0.00 psf Ceiling 5.50 psf Other) Roof Live Load 20.00 psf no reduction Snow Ground Snow Load (Pg) 10.00 psf Snow Load Importance Factor (I) 1.00 Flat Roof Snow Load (Pf) 10.00 psf (per code) Minimum Roof Snow Load (Pf) 25.00 psf (used in design) Snow Exposure Factor (Ce) 1.00 Thermal Factor (Ct) 1.00 Wind Ultimate Wind Speed (Vult) 120.00 mph Nominal Wind Speed (Vasd) 92 mph (IBC section 1609.3. 1) Serviceability Wind Speed 72 mph Wind Exposure Category C Internal Pressure Coef (GCpi) 0.18/-0.18 Loads for components not provided by building manufacturer Corner Areas (within 5.00' of corner) 31.13 psf pressure -41.51 psf suction Other Areas 31. 13 psf pressure -33.73 psf suction These values are• the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads. Seismic Seismic Importance Factor (Ie) 1. 00 Seismic Design Category D Soil Site Class D Stiff Soil Ss 0.991 g Sds 0.729 g S1 0.448 g Shc 0.464 g Analysis Procedure Equivalent Lateral Force Column Line 1-4 SWA & SWC Basic Force Resisting System C4 C4 & B3 Response Modification Coefficient (R) 3.50 3.25 Seismic Response Coefficient (Cs) 0.208 0.224 Design Base Shear in kips (V) 11.70 9.80 Basic Structural System (from ASCE 7-10 Table 12.2-1) B3 - Ordinary Steel Concentrically Braced Frame C4 - Ordinary Steel Moment Frame . 16-B-47573 Page 2 of 3 Mailing Address: Office:(800)-777-9378 Garco® Building Systems (509)244-5611 2714 S.Garfield Road Fax:(509)244-2850 Airway Heights,WA 99001 Buildings Garco, Systems ACCREDITED" Ac m2 Division of Robertson-Coco ll Corporation Office:(800)-777-9378 (509)244-5611 2714 S.Garfield Road Fax(509)244-2850 Airway Heights,WA 99001-9595 http://www.garcobuildings.com The material supplied by the manufacturer has been designed with the following minimum deflection criteria. The actual deflection may be less depending on actual load and actual member length. BUILDING DEFLECTION LIMITS • BLDG-A Roof Limits Rafters Purlins Panels Live: L/ 180 150 60 Snow: L/ 180 _80 60 Serviceability Wind: L/ 180 18C 60 Total Gravity: L/ 120 12C 60 Total Uplift: L/ N/A N/A Frame Limits Sidesway Portal Frame Sidesway Live: H/ 60 Snow: H/ 60 Serviceability Wind: H/ 60 Seismic Drift: H/ 40 40 Service-Level Crane: H/ 100 Portal Serviceability Wind: H/ N/A 60 Total Gravity: H/ 60 Service Seismic: H/ 40 40 Wall Limits Limit Total Wind Panels: L/ 60 Total Wind Girts: L/ 90 Total Wind EW Columns: L/ 120 The Service Seismic limit as shown here is at service level loads. 16-B-47573 Page 3 of 3 Mailing Address: Office:(800)-777-9378 Garco® Building Systems (509)244-5611 2714 S.Garfield Road Fax:(509)244-2850 Airway Helahts.WA 99001 11244 SW TIEDMAN AV C) TIGARD, OR- FIRE DAMAGE REBUILD HARRISON ROYCE Construction Documents ♦RCNLTECTUPE Project Directory Building Information Project Information sheet Index wHEz CONSTRUCTION TYPE: TYPEVB ai E wont,. (��j�Vy,�)•�Yry�(y� OCCUPANCY USE: 513e ',MI, WRw. yA, C'NFEI.Err 1�1 (�4j ' - BOLDING CODE: 201a OSSCSrrE I•V �) ISM' ,q.Pr'n PVJE rE SO FT.FLOOR- Mg SO FT GROSS T �J vommu- �y�a MIMING 3A)3 SO FT GROSS ClE� EfYlT11•D. Wi1MM[H -.BTU WMJPIYOMOIA X Ili DA1••eEO11TP1 eunw ETF TP Ivi4 L .IAceul �Q mP�T Qy Occupancy EUrleIRW OF 4.5W.R EAAAn �TMx. xT,E ,HMnN M,11. .10100,s',M'lT10HGM 7 ro•w.-.nun•ntlaCrult5.•AR, mu oAwE1m q OFFICE. $is sO Fr 3PEOPEE STORAGE OM 3TvesO FT II PEOPLE SE.uns re*11.S.TriE .` � BUILDING TOTAL 11 PEOPLE c7•nLL-F.n F.,M1.,r1wxDFMM.S 9 'MUM NO FRE SEPRATION Deferred Submittals T.E.,1,•M7.,w j- .Energy Conservation Notes HUA-�• SITE CONTEXT (i) . Q ��, Lrw^VE•ztGRULPIK3 N 1NMW56DOTS.LLN..,,ow 0SF1IDOR0NNG`MIWMMONSN0YMFOMFASTOfdARYTOTAI£SH]OME311tlH,xRGVEF[.,,SROYIOYJE x wµ.INSkAAM ,HEATEDofME-Ala SIRS w2Lugw w4LLS SERMATW0 TIE SPACE MIN IMIEPTIDEPXFE•R-21 MFR.,•S*MT5 /a S SEfb0 FLOOR HS14TCw' MR PM RCLAss Ixwu1Kt.PROM SENR.CT 11 AT 1NE RATE OE LID FT PER]OS0 FT.OE ROM AREA E ^ 13 W General Notes 1- I ALL WORK AM)MATER.)SHALL BE NELLL CONFORMANCE WTI'ME IATET RUES APO Ctl4Nle.PE TIE bf44531X.1.Laws.O0Max115.NO 5TM1ME5.MTMY HTMSECRAx1Y56 TO BE CONSTRUED AS RV.M0-4 P HMTIKVKYs CWAMVTO IIESe RN4SRFGNE.TIM.AMP CCOEE. t VEO1)NCIS ELECTRICAL,ANC PLUMBING.WO.IS PP2AED TOHvtlx A cor KTd DESONHAO MIEV R IST5E FEYtl19NIl110FTHE OE900114L SUM-CONTRACTOR TO OMR.PERMTS KE THEIR NC.. '^ MryfOR[YE110TED HMEY DD4E/EMS Is{OR EEMN0101C0L..CCMOYTOM,O VliI S03NOIA(ATLL15 CEOLLHEP ECMR0NIH FSECWMEMStt9'NNE TS RI MELD 4F0YN1 RISING AE I LICENSED!I THE STATE OF OHCO5 TO 1.EETME CEEON 51Y0W TI B020010B SHALL BE sU MTEDEOS RF•IEW A 1.•r M• M050vsa Mf ONTpa0D M011ERWY_O TO ISs1 Id moor �V E ML1TMSA I NdN WLLL1YTRd dH E.,,,ERN0Y1. .1 1. 4.NOSTRGDSLO.L11,P.DES ARE REQUIRED. (V YMIEDTO SRSw1E1 SYSTEMS.s2CRE 0510111T15.T940.SAFE EVMVOON SYSTEMS.EASING SYSTEMS.NO EIERGENCEMNUNOAT1N MAFIA,E RODY1.MEMNN IN*S W M5ER MYERKF TIRCYM W[ GPMSNGHTX5 SYSTEM TO R4F1TESCWI00 WALING PAX HOMEIENTS EGMSS Eux*IOUIED H I0E0 DONI.EFTR 010050E EM SIGNS NO EM'MiMT WMHG SISIEM N CPEIXWPNCEYTN EK 7..SPHN1TMO5H ROCS 151000Nl R5ETR91TT s NTIXR01®0SYLWES As 50000ED TO MWIpx ME 1MEGNYCEEUAn WNLA55EMHY. B CCMPARCE SMALL COCAIO NTE ALL NECESSAT'RSTIIOPW Kp1EID HSTCICNS • ID MTEE FH0 OnNHTNNSREMAL MFYWV-P COMMONS VTICHA.ECNT0MY TO THOSE L10NT11N ME Maw...1W CM'14Fd MALL 0500111E OLxq AM 3R0111RH1 MCM 5OCETO SEIMYYS Is VAIta SYY MESS IITREREH1S.A ALLOWANCE NU ISEMIOE H 0SmER MIALF FOR 0540 EXTRA EWSEKE RED T10 FROM FM ORES INN INTEERYING DONMNS UNDER...!TIE*0400 TO BE PEERFORMED 1. ar 4 - 10.m DEAMTY•SNgGR 1CGI10O,M0M90N1 RITAW¢MO TST1CPi DIMS w 0IXYITN0WN.mE DMWn0C0ATHVs1Rn1EEY%I0„.0.-KK1 1I CO NOT SCALENE DRAWN.WANED CWE1n4Y5 THE RE[EDEN SOAR SCALED MEASUREMENTS. 11 DEWED DPAM W 5 NO 14116ER E4u1 DRASn1 0 TAra PRECEDENCE 0.R 9N41E1 SC14E eiulPO0. DSq;E10CP;0Y0MTIw THE Mona.WORK NOTED ARE TO BE PATCHED.PASTERED,SANE.,AND REMREDR4M0EX IRE MEW 2HH SR0PFD SIEMT PAM TAw 0Ow11S.GHE1R1500P DRaw11.Gs. 1551ER 0.11124,E01v AM oLL OMER RENTED RMsx0s FOR M00RCP5 AMO1x 1l SUEMT LOGTICWS Of PR SIMYE5,4OOTN0AgPq LOCATIONS Po/CARCO-MC,M.IEWRXIR TO ONSTRuC11(o10AVJD 1WMR*MI FLM9l05. DESIGN DMLMRM ;: RSK1:0I�1E ORAro� 01 522 .EvENE NOT BNIGT®0IMAMANS. AO II.CHOM s MI TOMEd ERW*N],,FACE EKNETE AFOEMERLIE Of Ml1MNIry055°VKRWT worm. R H CONNECTION NT11501E WORK, CONTROL 50110 COOITTMR OR E OF,HOR BE RESPON.LE RAROP5.10H3 KT RE`ELEPOFI UTIE TFF STRUCTICN MEANS.METHODS.U*1ER.rt.E011TMC,C«1.ENn. "E°"ExcEid R0ED11.E;ElE«SHFOVREO.ITpN5+0DRppR.MS III 1 E UGHTNOWOMIIONOT RAGED OM El-U.1.65m,.et 1TOMEO MRR SECTION 1D0E1ED5 Of TIE K. •War411.1116•M1yaa' 1 TOPOGRAPHIC SURVEY DECVEERIRDTB \. \ ,.2. W REM` HARRISON ROYCE / \ ARCHITECTURE / / • / 4� : . .. \ // e%/ \ ...rye `.CV N \ 6Rw WAINouonsmEEr `�'/ �'- :'•1k T - - �`C \09 m Q "��a/ E / /" Y •/ EXISTING BUI DING ` ' 90 QJ e. NEW FJRE EXIT ,.,..et,s37' `O'° y \ BUILDING TO : , X,pgVED `� R� /4 iBE RE-BUILT :::, PARKIMG • :'' \ e--I / h:'}`'•4•.i}L::•i: ♦ y �, \ rssu[ AENsm Ui:.• ti. • '-• - ' r „ so' Site Plan A0.1 oz. ORIGINAL SCALE 1'-20' m"�""�'�� apoxarr.auw F F.o.coNc z\ r � • s+ 1 `1'� KEV NOTES: y ii /— R 0 ElCENTER NEW COLUMNS OVEROLD ES TIUT HAVE SEEN REMOVED imam J VARIATION IN FIELD CONDITIONS OVEONRNULE NOURATSVE ONES. �R L.�11111 0-- • . HARRISON Li LOUTpN OF THE BPSE OF THEPROPOSED PORFALFpAME VPRIFV WALL MO 'n' frI ROYCE EDOOROPFNDAION OIMENHFIPORThL EDESIGNL �� IFI ,� M,O, .mil ARCHITECTURE NA ? VERIFY FOUNDATION OIMENSIONSS IN STRUCTURµ OOCS I ff \ / i U STEEL AND CONCRETE FABRICATED STAIRS W N \ � j °,, "' Interior Elevations& ADA- Bathroom scALE irs...1.4. •• 1 0 x 1 o- - - - - - -� �1 ; Q— II a� - - - - - - j WAREHOUSE a) 5., I i Q = ra 40 I Id CASTING FOOTING-Tn I1 le x STORAGE a o a rN l OFFICE —{A] § B a m I I— nn I N� ` j A M ww 1'E�\\ p M 5 Y I} LP 1 O.H.IT-0-Y1!'d / \ OH.IPV S100- / \ J + Izc•zsa '0'° H h O 0 ..toNc 30Ta h' h i I A 1 n n . n a I( 3l FOR 1TY I Az4') _ IPd ) ) AFavn:olF ?E \ • / S. / ana.mEL�nevr 0 2M 4' 8' 0 2^^r L— Al . First Floor Plan ® D1. Second Floor Plan ® D3 �M .M....-®. ORIGINAL SCALE' 1/4'-1'-0- e/ ORIGINAL SCALE: 1/4'.1'-0' © T T 0 HARRISON ROYCE ARCHITECTURE 1 I ■■■■ . o :f:f:r 1...J—L........1 0 2' 4' 8' LJ—LJ 03 South Elevation 0.East Elevation 0 2' 4' 8' ORIGINAL SCALE: 3/16•=1'-0• ORIGINAL SCALE:3/16•=1'-0• Q C il.) 0 0 E ii r � :i j� LO i�::•.^i r. ITC/RAGE loci y44 Ig I O . :•• :f7y JJ 4:fL 1 14YY4i-ff. f LV :LLL I a :.>t:- ¢. IEEL u9 GOMWElE Si/5 =, . i IXR3'YE � • :8 L Jf.�-- www„nss ,oM w,aw nvRo s 0 2 8' a North Elevation 0 2' 4' 8' 02.West Elevation ORIGINAL SCALE:3/16"-1'-0• ORIGINAL SCALE:3/16•=1'A• irun. .nax..zo= oen.DVWWOIT A2 O' I,S °nnuwi.31 tunero.......01.1 3sne xwoni 3enwra sa o,onn w'a.a�m°m'° ..,.., .a....,°03.495111111S11.10u..,,.,,> mm:.a"."a514.'4 t.pri :.,>,„=„,.a.,,w..,a.,,a., p .o 1.0..a,'. 1 C 7...........031...........P�Y . , .Wm a.w tlO.uw.,ai„o.°.,°: w...u»aua.,a.ns„A.,..,..,..u00a..®,mn..,,.,.,n„5.,.nw.. H A, xxx..m ,o..,..a,..,,.....a.....,e,.,.nmww. 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CI OWALL CONN TO SLAB SECTION r e FOOTING SECTION WILE ® STAIR SECTION ru.r a el STAIR SECTION O9 STAIR SECTION Z ssI 1wsm lave-a Isura revs-a �.., . a3.r 15213w WILE r•fa. IX U. Q IX I- 0 U IX K IEram.c,wme 0 I �a�a et Pot m,PPPu. Iw•uw.rw Wm%rx W raw, 1E,w. nn.na lrErl.,I II _PmP ..,.. I �". w.,aw„�a . •Y« I I%'Pir mm¢, .' I .r n.aruol.vr I ' W uxama ITT m.we�a+P e ` I %.... a ,Perlr wsr ' IaIuwrnlw al.e.,^nI^.Lae erucx n Iit ILn.w rIa"'..vw ..�m. .... arml p1 ��_ �!. II: ..ar..wre __ 1P w wxP ..�F"^ 111 1 IIIIil t 2 i "ea,aaa�nla - Pus .r,`u:R .m...PUP P Ilwva."s'E`�wo.xeNr n wmPmaowL. ativn PNln.nwmlortn nctil aawM aYHb1,� Arm frW MIi91.wI•a �w..11,x . IWd E fIn X12,wN ■ wem P.Ytnr .y0aax al.n ,u1n0.1YBw,v.lat0. rvx PER _ wm.T1W ra.aal PI mw W.n1.rva�a S3.1 10 SECTION AT STAIR ® TVP.EXT.WALL AT PERP.eJETS. e WALL AT PARALLEL JOISTS rau a ® FRAMING DETAIL 1% MEZZANINE JOIST/HSS 8x8•CONN. `". SI ISI231a eu1[!.,u IW]-II 5W}Il IC WALE ye O $3.1 1Uz]-I. .. 18323 6y IA Ain A } palms O T W I... 2 PII Llli 11 B & A A f Syya . p m �., KEYNOTES: INzig . rm SMIz=n=151 FRAMING ELEVATION II ®SIMPSON'WSW BASE CNN. ® SIMPSON'WSW TO HEADER CORN. 5i'�4O pecIX,„�r'] mv-m mus+. W Q N Z N Q Wd. O 3 W F-0 � N a i N 0)C7 Z Q L LL Q 1Z a Z O U f CCQ N W W ,ER9ivas Ili S3.2 ....... 18323 • Gamm: Building Systems FRAME ID fl USER NAME:dlcarlson DATE:. 2/11/15 .TIME:13:27:24 PAGE: 1 .-.1 • ms4 70./22./10.323 20./120./10. JOB NAME:.47573A FILE:frame_l.fra LOCATION: Gridlines .1 (1) All sectional dimensions are in inches. DETAIL FILE: .ctive\ENG\16-B-47573\ver03-dlcarlson\BLDC-A\Drftg\x01L ,(2) All Flange lengths are measured along outer flange. BOLTS:A325 FULLY TIGHT WEIGHT: 3928. lbs PURLINS(horz. from eave) :10"-Z 2.@4'4 7/16".,,6.@.5' .GIRTS (vert. from floor) :. 8"-Z .7.6".6'.4'2".(8.25,") / i.1.0 12 5.0' .6X0.25 0. 56 O.F. 0.134 a.o' WEB THK• 87' 5'0" WEB LEN. 5'0„ 7.559' I.F. 5.0" .9.049' OD 6.785' /� 0 0 9 C C 22' E.H. 4 G 1111111111111111 C) [ O ® 0 / ALIGN WEB STIFFENERS WITH COLUMN WEB (4) -3/4" BOLTS 3" SPACING& GAUGE AT ALL ul INTERIOR COLUMNS ROTATE ALL INTERIOR a Q a , m ; cn N N COLUMNS 90 x o x % o K o m en , H 11 0 N DEGREES ,o ,4 ,n 5 X o X 0 • © " 5 e F F. X n E+ W S W ry W W W F . W m W f.3 H 3, o.' Is. S W s .4 E 4 a 3 a .7 3. 0 .1 0 © 0 0 G. X Z W 0 H a .. .11' .14' .15' 10 10 E S, LONNECTION DETAILS : GRIDLINES/�* el Location '-e ® \) 0 l/ \"/ \'/ ® ® \9 Q V` -E 0 14•-D 15 9 -c 10 Web Neil_ 13.5 .13.5 13.5 N/A 15.5 15.5 15.5 15.5 15.5 15.5 20.3586 11.5 11.5 .11.5 11.5 11.5 11.5 Type BASE SPLICE BORE STF CAP (EAT) 2E/2E SPLICE SPLICE SPLICE SPLICE 2E/2E SPLICE BASE CAP/STF BASE CAP/STF BASE CAP/STF Plate(DN) 8.0%0.625 N/A 3.75%0.3135 8.0E0.25 a.G%0.75 N/A N/A N/A N/A 5.OS].375 N/A s.OX0.PS S.0x➢.375 5.030.375 .6.050.3,: S.3XI1.375 S WO).375 Plats(UP) N/A N/A N/A N/A e.010,75 N/A N/A N/A N/A 8.6E0.375 N/A N/A 2.75%0.3.5 N/A 2.75x5.375 N/A 2.75)0.375 Bolts .(4)-3/4 N/A N/A N/A .(8)-3/4 N/A N/A N/A N/A (6)-3/4 N/A (4)-3/4 14)-1/2 (4)-3/4 .(4)-3/A .(4)-3/4 .(4)•3/4 Page 16 02/13/2019 • C arco Building Systems FRAME ID /.1 USER NAME:.dlcarlson DATE:. 2/11/19 .TIME:13:27:24 PAGE: 1 -2 ms4 70./22./10.323 20./120./10. JOB NAME:.47573A FILE:.frame_l.tra LOCATION: Gridlines 1 .(1) All sectional dimensions are in inches. DETAIL FILE: etive\ENG\16-B-47573\ver03-dlcarlson\BLDG-A\Drftg\x01R .(2) All Flange lengths are measured along outer flange. BOLTS:A325 FULLY TIGHT .WEIGHT: 3928. lbs PURLINS(horz. from eave) :10"-Z 2.84'4 5/8".,.42.5' GIRTS (vent. from floor): 8"-Z 7'6",.6',4'2"(8.2.5") 0.156 6X0.2 1.33i i .0' 12 7. 93' !.134 O.F, 5.0' 5'0" .6X0 25 10.872' WEB Tii . 7.593. WEB LEN, 0 5,0" .10.:72' Z.F. A O © 22' E.H. J a 41) F o 0 0 • 0 0 w 0 0 \ of \ N \ H P N N N N c v v % O % n x o x w g U x o X N m m x w m o E. W m W F. N ul W M W .� 3 g W m W ` m ® a .7 X c4 �5 aD � e I-, 0 0 0 • 0 o w Y N O 1-1N N C '� W 0 "1J 15' 15' W • .• W N H m x a N CONNECTION DETAILS : GRIDLINES * =1 Location O*-A O 0 O O O 0 Qg 0 10*-B 11 12*-C Q3 Web Dep. .13.5 .13.5 13.5 N/A 15.5 .15.5 15.0982 .13.9439 20.3586 11.5 11.5 .11.5 11.5 Type BASE SPLICE HORZ STF CAP (EXT) 2E/2E SPLICE SPLICE 2E/2E SPLICE BASE CAP/STF BASE .CAP/STF Plate(DN) 9.oXo.5 N/A 3.75X0.25 9.OX0.25 2.OX0.75 N/A N/A 6.0.50.375 N/A 6.OXD.375 6.OX0.375 5.0X0.375 .6.0X0.375 Plate(UP) N/A N/A N/A N/A 9.OX0.75 N/A N/A .6.0xD.375 N/A N/A 2.75X0.375 N/A 2.75XD.375 Bolts .(4)-3/4 N/A N/A N/A (8)-3/4 N/A N/A (8)-3/4 N/A .(4)-3/4 (4)-314 (4)-3/4 .(4)-3/4 Page 17 02/13/2019 • Garco Building Systems FRAME ID #2 USER NAME:dlcarlson DATE: 2/11/19 TIME:14:21:03 PAGE: 2 -1 cs 70./22./16.344 20./120./10. JOB NAME:47573A FILE:frame_2.fra LOCATION: Gridlines 2 (1) All sectional dimensions are in inches. ' DETAIL FILE: ctive\ENG\16-B-47573\ver03-dlcarlson\BLDG-A\Drftg\x02L (2) All Flange lengths are measured along outer flange. BOLTS:A325 FULLY TIGHT WEIGHT: 3605 lbs PURLINS(horz. from eave) :10"-Z 2(04'4 7/16",6@5' GIRTS (vert. from floor): 8"-2 7'6",253',4'2",3' (8.25") 11.0 6X0.25 0.156 12 O.F. 6X0.3125 20.0' 0.185 WEB THK. 6%0.25 10'0" WEB LEN. 10'0" 6 O. 75 I.F- 10'0" C O O C 22' E.H. © rC O C C C) [0 C J © 4 S Lrt a N 0 0 I'll n M m N M 0 N O [ K 0 y LQ' 0 O ma N " O O .- .- CI� x z w O F W1 H 40' m m CONNECTION DETAILS : GRIDLINES * =2 Location pl *-F 0 0 04 OS 0 0 OB O9 Web Dep. 10.0 20.5181 30.0 N/A 28.0 23.0281 16.0 16.0 16.0 Type BASE SPLICE HORZ STF CAP (EXT) 4E/4E SPLICE SPLICE SPLICE 3E/3E Plate(DN) 8.0%0.625 N/A 3.75X0.375 8.0X0.3125 8.0X0.625 N/A N/A N/A 6.OX0.5 Plate(UP) N/A N/A N/A N/A 8.0X0.625 N/A N/A N/A 6.0x0.5 Page 18 Bolts (4)-3/4 N/A N/A N/A (16)-3/4 N/A I N/A N/A (12)-3/4 02/13/2019 , Garco Building Systems FRAME ID #2 USER NAME:dlcarlson DATE: 2/11/19 TIME:14:21:03 PAGE: 2 -2 , cs 70./22./16.344 20./120./10. JOB NAME:47573A FILE:frame_2.fra LOCATION: Gridlines 2 (1) All sectional dimensions are in inches. DETAIL FILE: ctive\ENG\16-8-47573\ver03-dlcarlson\BLDG-A\Drftg\x02R (2) All Flange lengths are measured along outer flange. BOLTS:A325 FULLY TIGHT WEIGHT: 3605 lbs PURLINS(horz. from eave) :10"-Z 28)4'4 5/8",4®5' GIRTS (vert. from floor) : 8"-Z 7'6",1'3 3/4",4'8 1/4",4'2"(8.25") 6X0.25 0.156 1.331 61(0.3126 12 0.165 OF. WEB THK. 1 p'pn WEE LEN. 10'p" I.F. O O © 22' E.H. J Q e 0 0 0 m m N W W Y O m W W © x -N Y q N M N m N e Y Y O - Y O O m I H L 0 30' MCOMM H m x x CONNECTION DETAILS : GRIDLINES * =2 Location O*-A O U3 Q OS 0 0 OB Web Dep. 10.0 20.4721 30.0 N/A 28.0 24.8186 20.3764 16.0 Type BASE SPLICE HORZ STF CAP (EXT) 4E/4E SPLICE SPLICE 3E/3E Plate(DN) 8.oxo.s N/A 3.75X0.375 8.Ox0.3125 8.0X0.625 N/A N/A 6.0X0.5 Plate(UP) N/A N/A N/A N/A 8.OX0.625 N/A N/A 6.0X0.5 Page 19 Bolts (4)-3/4 N/A N/A N/A (16)-3/4 N/A N/A (12)-3/4 02/13/2019 . Garco Building Systems FRAME ID #3 USER NAME:dlcarlson DATE: 2/13/19 TIME:09:33:46 PAGE: 3 -1 cs 53.024/23.4144/16. 20./120./10. JOB NAME:47573B FILE:frame_3.fra LOCATION: Gridlines 3 (1) All sectional dimensions are in inches. DETAIL FILE: ctive\ENG\16-B-47573\ver03-dlcarlson\BLDG-A\Drftg\x03L (2) All Flange lengths are measured along outer flange. BOLTS:A325 FULLY TIGHT WEIGHT: 3052 lbs PURLINS(horz. from eave) :10"-Z 1'9 3/16",4H5' GIRTS (vert. from floor) : 8"-Z 7'6",2@3',4'2",3' (8.25") .== ::1]1.0 12 6X0.25 0.F. 0.156 0.185 WEB THR. WEB LEN. I.F- 10'0" 10 359' T CI C r 23'5" E.H. c c Q 1 m N in M '3 0 0 n N m N b N a Ny N m x ©m N X N N u, - m 0 0 O 0 O N H CD " D. m 0 F .l r+ 23'5/16" m m 3 3 CONNECTION DETAILS : GRIDLINES * =3 Location 0*-SD 0 0 0 OS O6 O7 web Dep. 10.0 17.1149 25.0 N/A 20.0 20.0 20.0 Type BASE SPLICE HORZ STF CAP (EXT) 3E/3E SPLICE 3E/3E Plate(DN) e.OXO.625 N/A 3.75X0.3125 8.0%0.25 8.0X0.625 N/A 6.Ox0.5 Plate(UP) N/A N/A N/A N/A 8.0x0.625 N/A 6.0X0.5 Page 20 Bolts (4)-3/4 N/A N/A N/A (12)-3/4 N/A (12)-3/4 02/13/2019 • Garco Building Systems FRAME ID #3 USER NAME:dlcarlson DATE: 2/13/19 TIME:09:33:48 PAGE: 3 -2 • cs 53.024/23.4144/16. 20./120./10. JOB NAME:47573B FILE:frame_3.fra LOCATION: Gridlines 3 (1) All sectional dimensions are in inches. DETAIL FILE: ctive\ENG\16-B-47573\ver03-dlcarlson\BLDG-A\Drftg\x03R (2) All Flange lengths are measured along outer flange. BOLTS:A325 FULLY TIGHT WEIGHT: 3052 lbs PURLINS(horz. from eave) :10"-Z 24)4'4 5/8",455' GIRTS (vert. from floor) : 8"-Z 7'6",1'3 3/4",4'8 1/4",4'2"(8.25") 610.25 1.33 C � 0. 56 12 O.F. 0'1e5 10'0" WEH THK, 0 WEB LEN. 30'0" I.F. 0 7.532' 0 © 22' E.H. 1 0 le a .1J a W W V 0 0 N N b m I. X •+ '0 0 m m W J © N re - Y c o O O O to - N • • CO 11 WO S O 30' 71 W w ' C H E CONNECTION DETAILS : GRIDLINES * =3 Location O+_p O O O 05 O O O Web Dep. 10.0 17.6005 25.0 N/A 20.0 20.0 20.0 20.0 Type BASE SPLICE HORZ STF CAP (EXT) 3E/3E SPLICE SPLICE 3E/3E Plate(DN) e.0Xo.5 N/A 3.75X0.3125 8.0x0.25 8.010.625 N/A N/A 6.OX0.5 Plate(UP) N/A N/A N/A N/A 8.0x0.625 N/A N/A 6.0X0.5 Page 21 Bolts (4)-3/4 N/A N/A N/A (12)-3/4 N/A N/A (12)-3/4 02/13/2019 Meeting Record Project Name (Case numbers) Meeting Chair Meeting Date PRE2019-00020- H &H Auto Agnes Lindor 5/23/2019 Action Items: Action to be taken: Responsible Party Due date 1. 2. 3. 4. 5. 6. 8. Decisions: Decisions/Agreements reached: 1. Will orAIRo s d>a{rm u ^ 2. Sew Over l 2S0 £cc - 3. a'+ ol.la> Wctkie Oin 1-1-eae-o-wwk- 4. � P.asmvAirf -Fw Slc-'--'' 1/- I bid s. (,p It 'Shia-e 10/14.. . 6. _ ?Oh recovots. 7. Copy of Record provided to all? Results of meeting summarized? Signature of meeting chair Yes / No Yes / No (Circle one) (Circle one) ram.. -AW «* ----J' . 0,.- Meeting Record Project Name (Case numbers) Meeting Chair Meeting Date PRE2019-00020- H & H Auto Agnes Lindor 5/23/2019 Attendance Roster Name Phone Number(s) E-mail Agnes Lindor 503-718-2429 AgnesL@tigard-or.gov Mike White 503-718-2464 mikew@tigard-or.gov `T.LPP {;o'fc r 6 -3lg o37 I Tiaa pp O'4.kRIZ1scAA.JRo-rem, Bra r%r%tf 7 1 r\ If cf71-3`iLI-3c'3.3 exQ e. v_rv-v.c - L/ E�,r.ir 5-03 553 / 17/ f�,�e�,-1--,1P ,,J/q4.9� Cac c / /ctr I" 5 p 3- 2/6 (p X 0 ! �l.rh t.A,/tirr75-Act L.sL,i..or. lis JoltN (n)0tAt- 5022- ZS°t- IS Li Jetiv.. We,Fr e_ +✓{' r. co ..cam Copan $ti3 - 718-14S0 $aM,itl ca ).-0r.sqa ;' ■ City of Tigard Pre-Application Conference Notes TIGARD Nonresidential Developments Meeting Date: 5/23/2019 PRE2019-00020 Applicant: Scott Zwingli Contact: 971-344-3933 / experts@aampro.com Property Location: 11244 SW Tiedeman Ave / 1S135CA00700 Proposal: Rebuild destroyed building for a motor vehicle service/repair use,which is a conditional use in the I-P zone. Base Zone: I-P Sensitive Lands: None Overlay Zone: None Plan District: 0 Yes ® No If yes,which plan district: N/A Required Applications: Conditional Use Permit or Director's Determination and Major modification to approved SDR (1984- 00003). Planner: Agnes Lindor Contact: 503-718-2429 AgnesL@tigard-or.gov Engineer: Khoi Le Contact: 503-718-2440 Khoi@tigard-or.gov Land Use Application Review Process 18.710 Land Use Review Procedures The application is subject to a Type III procedure, as provided in Section 18.710.070.The approval authority is the Hearings Officer and the appeal authority is City Council. Review the complete procedures in Chapter 18.710. A neighborhood meeting is required,refer to Subsection 18.710.030.B and Pre-application packet for requirements. For submittal requirements, refer to Subsection 18.710.030.0 and Pre-application packet for requirements. Prior to submittal of the application,you will need to schedule an appointment with the Permit Counter,503-718-2421. 1 . I Applicable Chapters ❑ 18.120 Commercial Zones E 18.710 Land Use Review Procedures El 18.130 Industrial Zones ❑ 18.715 Adjustments El 18.310 Nonresidential General Provisions ❑ 18.720 Annexation ❑ 18.320 Commercial Zone Dev.Standards ® 18.740 Conditional Uses ® 18.330 Industrial Zone Dev.Standards ❑ 18.750 Historic Resources ® 18.410 Off-Street Parking and Loading El 18.760 Home Occupations ® 18.420 Landscaping and Screening Z 18.765 Modifications ❑ 18.440 Temporary Uses ❑ 18.770 Planned Developments ❑ 18.450 Wireless Communication Facilities ❑ 18.780 Site Development Review O 18.510 Sensitive Lands ❑ 18.790 Text and Map Amendments O 18.520 Significant Tree Groves ❑ 18.810 Lot Line Adjustments&Consolidations ❑ 18.620 Bridgeport Village Plan District ❑ 18.820 Land Partitions ❑ 18.640 River Terrace Plan District ❑ 18.830 Subdivisions ❑ 18.650 Tigard Downtown Plan District Z 18.910 Improvement Standards ❑ 18.660 Tigard Triangle Plan District ® 18.920 Access, Egress &Circulation ❑ 18.670 Washington Square Regional Center ® 18.930 Vision Clearance Areas Applicable Standards 18.130 INDUSTRIAL ZONES Applicable Zone: II=P Proposed Use: Motor Vehicle Servicing/Repair is a conditional use 18.330 INDUSTRIAL ZONE DEVELOPMENT STANDARDS Table 18.330.1 Industrial Zone Development Standards for Nonresidential Development Standard I-P Minimum Lot Width 50 ft Minimum Setbacks -Front 35 ft -Street side 20 ft 2 Table 18.330.1 Industrial Zone Development Standards for Nonresidential Development Standard I-P -Side [1] 0ft -Rear[1] 0 ft Maximum Height 45 ft Maximum Lot Coverage 75% [2] Minimum Landscape Area 25% [2] [1] Minimum side and rear setbacks are 0 feet, except the minimum side and rear setbacks are 50 feet where the site abuts a residential zone. [2] Maximum lot coverage may be increased to 80 percent and minimum landscape area may be reduced to 20 percent through a site development review or modification approval where the standards in Subsection 18.330.040.D are met. B. Landscaping and screening.All required landscaping,including landscaping used to meet screening or tree canopy standards, is subject to the general provisions of Chapter 18.420, Landscaping and Screening. 1. The minimum landscape area standard is provided in Table 18.330.1. Landscaping standards are provided in Section 18.420.040.Any landscape area planted to the L-2 standard may count toward meeting the minimum area standard. 2. Screening standards are provided in Section 18.420.050. Screening is required as follows: a. Service areas and wall-and roof-mounted utilities must be screened to the S-1 standard.Service areas and utilities are also subject to the standards in Subsection 18.330.040.C. b. Nonresidential development that abuts a nonindustrial zone must be screened to the S-3 standard along all property lines, except street property lines. c. Surface vehicle parking areas, loading areas,drive aisles, and stacking lanes for drive-through services within 20 feet of a street property line must be screened to the S-4 standard. Screening must be provided directly adjacent to the street property line,except where access is taken. 3. The minimum tree canopy standards for the site and any off-street vehicle parking areas are provided in Section 18.420.060. C. Utilities and service areas. 1. Private utility facilities, such as transformers or control valves, that serve a single development must be located below ground unless the functional properties of the facility require above-ground placement.If located above ground,all facilities 1 cubic foot or greater in volume,or with any one dimension greater than 2 feet,must meet the following standards where not wall-or roof-mounted or located inside a building: a. The facility may not be located within 20 feet of any street property line; and 3 b. The facility must be dark in color and painted or wrapped with a non-reflective material. 2. Service areas,such as waste and recycling containers,outdoor storage,and mechanical equipment, may not be located within 20 feet of any street property line,except where located inside a building. 18.410 OFF-STREET PARKING AND LOADING Vehicle and Bicycle Parking: Proposed Use: Motor Vehicle Servicing/Repair Vehicle Parking Requirement: 2.0/1,000 SF but not less than 4 spaces plus what is required for other uses. Maximum Vehicle Parking Allowed: 2.3/1.000 SF but not less than 4 spaces Bicycle Parking Requirement: 0.2/1,000 SF but not less than 2 spaces o See Subsection 18.410.040.I for parking dimensional standards o See Section 18.410.050 for bicycle parking standards. Loading Spaces o All off-street loading spaces must have sufficient area for turning and maneuvering of vehicles on site.At a minimum, the maneuvering length may not be less than twice the overall length of the longest vehicle using the site. 18.420 LANDSCAPING AND SCREENING Required Landscaping (Section 18.420.040) Minimum Landscape Area: 25% The minimum landscape area standard and may be met by any combination of the following: 1. Landscaping,including parking lot landscaping,that meets the L-2 landscaping standard (see below); 2. Landscaping that meets the S-2, S-3, or S-4 screening standard where required by the applicable development standards chapter(see 18.420.050); or 3. Other areas as specified by the applicable development standards chapter. L-2 Landscaping Standard • A minimum of 50%of the total required landscape area must include small,medium,or large shrubs; • A maximum of 50% of the total required landscape area may include any combination of mulch, groundcover,lawn,or hardscape,except that hardscape areas may not cover more than 25%of the total required landscape area;and • If tree canopy standards do not apply as provided in Subsection 18.420.020.C,then 1 tree must be provided for every 600 square feet of total required landscape area. 4 Required Screening (Section 18.420.050) Utilities/Service Areas (S-1 Standard): If any are proposed. Perimeter(S-3 Standard):Along south property line. Parking Lots/Vehicle Areas (S-4 Standard): along any street property line. Required Tree Canopy (Section 18.420.060) Minimum Site Tree Canopy: 33% Minimum Parking Lot Tree Canopy: 30% (where parking lot is proposed) Minimum Number of Street Trees: 1 street tree per 40 feet of lineal frontage. An urban forestry plan is required to demonstrate compliance with tree canopy standards.An urban forestry plan must be prepared by a landscape architect or both a certified arborist and tree risk assessor,as provided in the Urban Forestry Manual Section 10 (except for MLPs). The plan must include: o Tree preservation and removal site plan- Section 10, Part 1 of Urban Forestry Manual o Tree canopy site plan- Section 10, Part 2 of Urban Forestry Manual o Supplemental report- Section 10, Part 3 of Urban Forestry Manual o Parking lot tree canopy standards-Provide the minimum effective tree canopy percentage for all parking areas,including parking spaces and drive aisles. Only the percentage of tree canopy direcdy above parking areas may count toward meeting this standard. o Street trees- Include where right-of-way improvements are required at a rate of 1 tree for 40 lineal feet of frontage. 18.920 ACCESS, EGRESS AND CIRCULATION Table 18.920.2 Vehicular Access/Egress Requirements: Commercial and Industrial Uses Required Parking Minimum Number of Spaces Driveways Required Minimum Access Width Minimum Pavement U 99 I iU [i 21 It curia rcyuircd 18.930 VISION CLEARANCE AREAS Vision Clearance Areas must be: o Maintained between 3 and 8 feet in height at road/driveway,road/railroad,and road/road intersections. o The size of the vision clearance area depends upon the abutting street's functional classification and any existing obstructions within the vision clearance area. o Vision clearance areas must be shown on the site plan and identify any obstructions in these areas. 5 Service Provider Letters and Additional Contacts The following service provider letters are required: ® Clean Water Services D Tualatin Valley Water District ® Pride Disposal ❑ Waste Management Building: Mark VanDomelen,Building Official;503-718-2448 / markvatigard-or.gov Fire: John Wolff,Wolff,Deputy Fire Marshall II;503-259-1504/ John.Wolffatvfr.com ODOT: Regionl DEVREV Applications@odot.state.or.us Additional Comments or Issues The proposed use is a conditional use and a new conditional use permit(CUP) is required because there is no history that a CUP was ever approved. With a new CUP, the site is required to come into conformance with all standards. In review of the historical code, motor vehicle servicing/repair uses became conditional uses in the I-P zone in 1986. The narrative states that the building has been used for motor vehicle servicing/repair since 1985. If the applicant can provide evidence and prove through a director's determination that a motor vehicle servicing/repair use was in place prior to 1986 a new CUP will not be required. A modification to the approved Site Development Review(SDR)1984-00003,which would require the building to meet current development standards (height, setbacks, etc.). If other uses on the site are also conditional uses, they should be included in the CUP. The City will start working on re-doing the current commercial and industrial standards late summer this year. This will be a 1-2 year process. Additional Information ENGINEERING REQUIREMENTS (Chapter 18.910 and 18.920) All requirements relating to street and utility improvements are provided in the Engineering Checklist. DEVELOPMENT PERMITS Development permits will not be accepted until a land use approval has been granted. Comments from the Building Department are not included in these notes. For specific questions,please contact a Plans Examiner for any building code related questions or issues. Final inspections will not be granted until all land use conditions of approval are satisfied. SEWER REIMBURSEMENT DISTRICT 6 Your property may be in a sewer reimbursement district and may require additional fees upon development. Please contact the Planning Department at 503-718-2421 in order to find out if your property is within a sewer reimbursement district and the associated fee. DISCLAIMER The pre-application conference and notes cannot cover all applicable requirements related to the proposed development. Failure of the staff to provide information required by Tide 18 does not constitute a waiver of the applicable criteria,regulations or standards. It is recommended that the applicant read Title 18 or contact city staff with any questions prior to submittal. 7 PRE—APPLICATION NOTES > ENGINEERING SECTION Q midfigerd,gregen Community(Der'eiopment Shaping A Better Community TO: Agnes Lindor,Assistant Planner FROM: Khoi Le,Principal Engineer DATE: Thursday.May 23.2019 PROJECT NAME: H&H Auto CASE NUMBER: PRE2019-000020 PROJECT ADDRESS: 11244 SW Tiedeman Ave. PROJECT DESCRIPTION: Rebuild existing facility TRAFFIC • Traffic Impact Study(TIS) requirements are in 18.910.030.CC. The Applicant's Design Engineer shall review the code and determine whether a TIS is required. Contact Khoi Le at the City to discuss if there are questions or comments TRANSPORTATION • SW Greenburg Rd.-Tigard Jurisdiction. o Classification: Arterial. o Existing Conditions: • Right of Way: 37 feet from Centerline (or less). 60-67 feet full-width • Pavement: Approximately 35 feet full width. • On Street Parking: No. • Bike Lanes: Yes. • Curb:Yes. • Planter:No. • Sidewalk: Yes. • Curb Ramp: Yes. o Post Development: • Right of Way: 100-104 (industrial) full-width at signalized intersections,may require 5 lanes. 52' feet half width with median(5 lane),46 feet half-width at 4 lanes. • Pavement: 74 feet full width or 37 feet half width(5 lane) • Street cross section: Four 12-foot lanes, two 6-foot bike lanes,two 14-foot planter/sidewalk zones. Sidewalk with tree well will be required. CITY OF TIGARD,Pre-Application Conference Notes E goeermg Division,2019 • SW Tiedeman Ave. -Tigard Jurisdiction. o Classification: Collector. o Existing Conditions: • Right of Way: 30 feet from Centerline,60 feet full-width • Pavement: Approximately 37 feet full-width. • On Street Parking. No. • Bike Lanes: Yes. • Curb:No. • Planter:No. • Sidewalk: No. • Curb Ramp: No. o Post Development: • Right of Way: 37 feet from centerline(industrial) 70-74 full-width • Pavement: 46 feet full width • Street cross section: Two 11-foot lanes,two 6-foot bike lanes,two 14-foot planter/sidewalk zones. Sidewalk with tree well will be required. STORMWATER • Basin: Fanno Creek Basin. • Existing Conditions: o There are limited existing public storm drainage systems on Tiedeman Ave and Greenburg Rd. • Post Development: o All onsite and offsite storm facilities shall be designed and constructed in accordance with CWS and City of Tigard Design and Construction Standards. • Onsite: provide stormwater treatment for all new and modified impervious areas. • Offsite: Connection to existing systems may require additional improvement. The improvement must be design and constructed in accordance with CWS and City of Tigard Design and Construction Standards. WASTERWATER (SANITARY SEWER) • Existing Conditions: o There is an existing 8-inch sanitary sewer main located in both Tiedeman Ave. and Greenburg Rd. • Post Development: o New public sanitary sewer main and services serving the proposed development shall be designed and constructed in accordance with CWS Design and Construction Standards. PORTABLE WATER • Tigard owned public water system exists on Tiedeman Ave. and Greenburg Rd.New services must be designed and constructed in accordance with TVWD Standards. Location of water facilities must receive approval from City of Tigard. CITY OF TIGARD,Pre-Application Conference Notes Engineering Division,2019 EROSION CONTROL • Erosion Control shall be designed and constructed in accordance with CWS Design and Construction Standards as well as DEQ. o Site with area of disturbance of.99 acre or less will require a EC Permit with the City of Tigard. o Site with area of disturbance between 1.0 and 4.99 acres will require 1200C EC Permit with CWS. o Site with area of disturbance of 5.00 or more acres will required a 1200C EC Permit with DEQ. OVERHEAD UTILITIES o There are existing overhead utilities along the proposed development frontage. All overhead utilities on opposite side of proposed development frontage may be eligible for fee-in-lieu. o Services to new structures shall be placed underground. All exactions must be proportional to the impacts created by the proposed development. CITY OF TIGARD,Pre-Application Conference Notes Engineering Division,2019 l Private Development Contacts for Franchise Utilities and Government Organizations with Tigard Organization Contact Phone Email City of Tigard Rob Block 503-718-2607 Rob@Tigard-or.gov Storm Supervisor City of Tigard John Goodrich 503-718-2609 johng@tigard-or.gov Utility Divisions Manager Sam Morrison Water Operations 503-718-2600 samm@tigard-or.gov Supervisor Comcast Margret Porter (W)503-596-389 Margret_porter@cable.comcastcom (C)971-801-5709 Comcast Ken Parris 971-801-5699 Kenneth_parris@cable.comcastcom Frontier Russ Wells (W)503-643-1001 Russ.Wells@ftr.com Communication (C) 503-312-7330 (Primary) Frontier Tarn Nguyen 503-641-4463 Tam.nguyen@ftr.com Communication (secondary) Portland General Rodrigo Solis 503-672-5417 Rodrigo.Solis@pgn.com Electric Street lighting Portland General James Chrisman (W)503-736-5749 James.ChrismanQpgn.com Electric (C)971-238-9975 Undergrounding Northwest Natural Ryan Truair 503-226-4211 Ext.4361 Ryan.truair@nwnatural.com Gas (C) 503-708-3699 Northwest Natural Peter Cathcart 503-226-4211 Peter.Cathcart@nwnatural Gas Ext.4429 503-715-7441 CITY OF TIGARD,Pre-Application Conference Notes Engineering Division,2019 Private Development Contacts for Franchise Utilities and Government Organizations with Tigard Organization Contact Phone Email Tigard/Tualatin Maryann Escriva 503-431-4049 mescriva@TTSD.k12.or.us School District Washington County Naomi Vogel 503-846-7639 Naomi_Vogel@co.washington.or.us Washington County Emergency 503-846-7661 Dispatch ODOT Marty Jensvold 503-731-8219 Martin.r.jensvold@odot.state.or.us ODOT Jim Nelson 971-673-6200 James.A.NELSON@odot.state.or.us ROW Permits ODOT ArefBozorgnia (971)-673-1268 aref.bozorgnia@odot.state.or.us Access Management Clean Water Services Steve Olson 503-681-4474 OlsonS@CleanWaterServices.org Clean Water Services Jackie Humphreys 503-681-5101 CITY OF TIGARD,Pre-Application Conference Notes Engineering Division,2019 Agnes Lindor From: Samuel Copelan Sent: Monday, May 13, 2019 8:00 AM To: Agnes Lindor Subject: FW: 11244 SW Tiedeman Ave FYI -Sam From:Tripp Royce<tripp@ha rrisonroyce.biz> Sent:Wednesday, March 20, 2019 12:35 PM To: Samuel Copelan<samuelc@tigard-or.gov> Subject: Re: 11244 SW Tiedeman Ave Thanks,Sam. Up to the owner, now. Tripp Royce Harrison Royce Architecture Portland, OR 97223 503-348-0371 On Mar 20, 2019,at 11:31 AM,Samuel Copelan< samuelc@tigard-or.gov>wrote: Good morning Tripp, SDR1984-00003 is a Site Development Review for a "warehouse project comprised of two buildings separated by an asphalt parking and loading area" located on tax lot 1S135CA00700,which is the current site for Greenburg Team One LLC. China Cloud Traders is listed as a property owner for this site. No mention of a motor vehicle servicing/repair use is included in this land use case. When I looked through older versions of the Community Development Code (CDC), I found that from 1998 onwards,any sort of motor vehicle servicing/repair use requires a Conditional Use Permit (CUP). You forwarded to me information stating that"When the building was purchased by Greenburg Team One, LLC from China Cloud Traders on January 17, 2006,the existing tenant was Nahn's Auto.The lease to Nahn's Auto was dated October 29th, 2003. Nahn's Auto was replaced with H&H auto".Since the CDC from 1998 states that a CUP is required for any new motor vehicle servicing/repair use and since we do not have any record of a CUP for when Nahn's Auto leased this space in 2003,we can conclude that Nahn's Auto moved in illegally because they never obtained the CUP. Unless you can provide us with a Conditional Use Permit(CUP)for the motor vehicle servicing/repair on this site,we will classify the existing business as an illegal business.To rebuild the structure that burned down and to continue the motor vehicle servicing/repair use at this site, the applicant needs to obtain a Conditional Use Permit(CUP).The first step for the CUP is the Pre-Application Conference (PRE),where the applicant will submit information for the proposed new building and information on the existing use. Please read through the required submittal elements on the PRE form and let me know if you have any questions. Sincerely, 1 Sam Copelan Assistant Planner City of Tigard; Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelc@tigard-or.gov From: Samuel Copelan Sent: Monday, February 4, 2019 7:16 AM To: 'Tripp Royce'<tripp@harrisonroyce.biz> Subject: RE: 11244 SW Tiedeman Ave Good morning Tripp, The code that you reference still references that Motor Vehicle Servicing and repair is still a "C"for"Conditional: in the I- P Zone. Planning needs a document or a permit saying that the motor vehicle servicing/repair use was at one time approved with no conditional use permit required. Have you contacted the County already for the original building documents? -Sam Sam Copelan Assistant Planner City of Tigard; Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelc@tigard-or.gov From: Tripp Royce<tripp@harrisonroyce.biz> Sent:Saturday, February 2, 2019 4:35 PM To:Samuel Copelan <samuelc@tigard-or.gov> Subject: Fwd: 11244 SW Tiedeman Ave Hi, Sam Do you need more than this? Thanks Tripp Tripp Royce Harrison Royce Architecture Portland, OR 97223, 2 503-348-0371 Begin forwarded message: From:Scott Zwingli<experts@aampro.com> Subject: RE: 11244 SW Tiedeman Ave Date: February 2, 2019 at 3:55:46 PM PST To:Tripp Royce<tripp@harrisonroyce.biz> When the building was purchased by Greenburg Team One, LLC from China Cloud Traders on January 17, 2006, the existing tenant was Nahn's Auto. The lease to Nahn's Auto was dated October 29th, 2003. Nahn's Auto was replaced with H&H auto. The H&H Auto lease began tenancy on September 13, 2008 and has been in continuance since that date. Sincerely, W. Scott Zwingli Greenburg Team One, LLC experts@aampro.com 11211 SW Greenburg Rd, Tigard, OR 97223 Ph/Fx 503-624-9222 In God We Trust From: Tripp Royce [ mailto:triopOharrisonroyce.biz Sent: Wednesday, January 30, 2019 10:46 AM To: Scott Zwingli Subject: Fwd: 11244 SW Tiedeman Ave Tripp Royce Harrison Royce Architecture Portland, OR 97223 503-348-0371 Begin forwarded message: From: Samuel Copelan <samuelc@tgard-or.gov> Subject: RE: 11244 SW Tiedeman Ave Date: January 29, 2019 at 6:21:14 PM PST To: Tripp Royce<tripp(a),harrisonroyce.biz> Good evening Tripp, 3 You and the applicant will have to research when the use of motor vehicle repair on the property was first legally established. One way of doing this would be to contact the County for the original building permits and/or land use decision. Assuming that your use is non-conforming pre-existing(meaning that you can find record of the use being legally established),you would only need to obtain a Building Permit for your demolition (confirm with Building) and a Building Permit for your proposed modifications. Planning will look at your building permit application when you submit so that we can confirm that all of the development code criteria has been met. The following is a link to our Development Code. Land use might be required if you are unable to find documents showing when the use was established. Please let me know what you find. Thank you, Sam Copelan Assistant Planner City of Tigard; Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelc(&,,tigard-or.gov From: Tripp Royce<tripp@harrisonroyce.biz> Sent:Thursday,January 24, 2019 6:15 PM To: Samuel Copelan<samuelc@tigard-or.gov> Subject: Re: 11244 SW Tiedeman Ave Thanks Sam Tripp Royce Harrison Royce Architecture Portland, OR 97223 503-348-0371 On Jan 24, 2019, at 5:55 PM, Samuel Copelan< samuelc@tigard-or.gov>wrote: Thank you Tripp, We have a had an unexpected surge in customers at the City of Tigard, and so I apologize for my late delays. This new proposal will need to be brought up at our staff roundtable on Tuesday so that we can confirm your review process. I will keep the additional information that you have sent to me in this email chain, and please send me any other improvements so that I have a complete picture of the project scope. Sincerely, 4 Sam Copelan Assistant Planner City of Tigard; Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelc(a)tigard-or.gov From: Tripp Royce<tripp@harrisonroyce.biz> Sent:Thursday,January 24, 2019 9:46 AM To:Samuel Copelan<samuelc@tigard-or.gov> Subject: Re: 11244 SW Tiedeman Ave Yes. Sorry for the oversight. Sent from Tripp Royce On Jan 24, 2019, at 8:02 AM, Samuel Copelan<samuelc@tigard-or.gov>wrote: Thanks Tripp, In October, we were discussing that you would be increasing the building height by about 4 feet.Will there be any height changes to this structure? -Sam Sam Copelan Assistant Planner City of Tigard; Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelc@tigard-or.gov From: Tripp Royce<tripe@harrisonroyce.biz> Sent:Wednesday,January 23, 2019 9:20 AM To:Samuel Copelan <samuelc@tigard-or.gov> Subject: Re: 11244 SW Tiedeman Ave 5 The structure will appear the same from the exterior but for the addition of the stairs. We will only demo the metal option of the building,All first floor concrete walls will remain. The building will not move at all. The business has been operating continuously since the fire. It is opened today. The previous owner was a body shop.They used both buildings on the site. We have no record of how long they were there. Sent from Tripp Royce On Jan 22, 2019, at 6:16 PM, Samuel Copelan <samuelc(altigard-or.gov>wrote: Good evening Tripp, Thanks for coming in today to discuss the proposal again. I spoke about your question with our staff at the staff meeting. I am responding to you in our previous correspondence because I am unsure if your proposal has changed since the last time that we spoke. I will need some more information from you before I can determine the best way to move forward with land use: • Will you be rebuilding the structure as it was, or will there be any modifications? • Will you demo the building and build up, or will you repair what is existing? • Will you be moving the building footprint at all? In addition,we had questions about the use of the structure for motor vehicle repair: • Has the business continued to operate from that building despite the fire? • Do you have record of when the business began to operate from that site? Answering these questions will provide us with more information on how to look at your request.Thank you! Sincerely, Sam Copelan Assistant Planner City of Tigard;Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelca,tigard-or.gov From: Tripp Royce<tripp@harrisonroyce.biz> Sent:Thursday, October 4, 2018 1:51 PM To: Samuel Copelan <samuelc@tigard-or.gov> Subject: Re: 11244 SW Tiedeman Ave All Set. 6 Sorry to bug you. Tripp Royce Harrison Royce Architecture Portland, OR 97223 503-348-0371 On Oct 4, 2018, at 12:11 PM, Samuel Copelan< samuelc@tigard-or.gov>wrote: If it isn't working for you that way, you can always print it out and then write in all of the answers. Sincerely, Sam Copelan Assistant Planner City of Tigard; Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelc(a,dgard-or.gov From: Tripp Royce<tripp@harrisonroyce.biz> Sent:Thursday, October 4,2018 11:41 AM To: Samuel Copelan <samuelc@tigard-or.gov> Subject: Re: 11244 SW Tiedeman Ave Yeah, I tried that. Its's got a write protect thing going on, and it won't let me do a "save as". Tripp Royce Harrison Royce Architecture Portland, OR 97223 503-348-0371 On Oct 4, 2018, at 11:35 AM, Samuel Copelan<samuelc(a,tigard-or.gov> wrote: Hi Tripp, You can save the document as a PDF file, and then you should have an option to edit the PDF. Let me know if you have any other questions about the PRE or what is required! Thanks, 7 Sam Copelan Assistant Planner City of Tigard; Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelc@tigard-or.gov From: Tripp Royce<tripp@harrisonroyce.biz> Sent:Thursday, October 4, 2018 11:25 AM To:Samuel Copelan<samuelc@tigard-or.gov> Subject: Re: 11244 SW Tiedeman Ave Sam Is there an editable version of the application, or is it strictly print and scribble? Thanks Tripp Royce Harrison Royce Architecture Portland, OR 97223 503-348-0371 On Oct 3, 2018, at 8:21 AM, Samuel Copelan<samuelc(atigard-or.gov> wrote: Good morning Tripp, I discussed your proposal at the staff meeting, and your proposal will require a Site Development Review (SDR). As we discussed last week, the Pre-Application Conference is the first step for the SDR, because you will propose your idea to the relevant city departments, and they will tell you how the proposal matches up to the code.The following is a link to the Pre-Application Conference form http://www.tigard- or.gov/city hall/departments/CommunityDevelopment/PreApplication Conference Re quest.pdf , and it includes information on what we need in order to schedule your request.The current fee for a SDR Pre-Application Conference is$325. If the projected work is going to be less than $1 million,then the land use fees will be$6,150. The Building department will notify you about their fees at the Pre-Application Conference. We can schedule your meeting when you come to the Permit Counter and when you have all of the required submittal elements. Please let me know if you have any further questions about the Pre-Application Conference. Sincerely, Sam Copelan Assistant Planner 8 City of Tigard; Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelc@tigard-or.gov From: Samuel Copelan Sent: Monday, October 1, 2018 9:02 AM To: 'Tripp Royce' <tripp@harrisonroyce.biz> Subject: RE: 11244 SW Tiedeman Ave Thank you Tripp, I will discuss what can be done at our staff meeting. Sincerely, Sam Copelan Assistant Planner City of Tigard; Community Development 13125 SW Hall Boulevard Tuesday-Thursday Phone: (503)-718-2450 Email: Samuelc(a,tigard-or.gov From: Tripp Royce<tripp@harrisonroyce.biz> Sent: Friday, September 28, 2018 11:50 AM To: Samuel Copelan <samuelc@tigard-or.gov> Subject: 11244 SW Tiedeman Ave Hi, Sam. I hope you recall that we met at the desk on Thursday at about noon about this. This is the commercial building that burned. We will be demolishing the entire metal envelope, and interior wood framing. We will not demolish the 7' concrete wainscoting that surrounds the building on three sides. We will be rebuilding the metal building, as well as the wood framed office inside. We would like to add enough height to the building to add a storage room above the office. In order to do this the building will have to go from about 14' at eave, to about 20' at the eave. More than 20%increase in height. 9 We will also be replacing more than 60% of the built structure. Can you establish what our review process will like look like? Obviously we'd like to avoid a major review, but if it myst be, then it must be. Thanks for your time on this. Tripp Royce Tripp Royce Harrison Royce Architecture Portland, OR 97223 503-348-0371 DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules"City General Records Retention Schedule." <11225 SW Greenburg.pdf> 10 18.68. 040--18 .68 .050 (J) Medical and dental services; (K) Participation sports and recreation: (i) Indoor, (ii) Outdoor; (L) Professional and administrative offices; (M) Research services; (N) Vehicle fuel sales; (0) The following uses, separately or in combina- tion, shall not exceed a total of twenty percent of the en- tire square footage within the development complex: (i) Convenience sales and personal services, (ii) Day care facilities, (iii) Eating and drinking establishments, (iv) Personal services facilities, (v) Retail sales, general. (3) Industrial Use Types. (A) Manufacturing of finished products; (B) Packaging and processing; (C) Wholesale, storage and distribution: (i) Miniwarehouse, (ii) Light. (4) Farming. (5) Home occupation. (Ord. 86-08 Sl (Exhibit A(part) ) , 1986 ; Ord. 85-22 §2 (Exhibit B(part) ) , 1985 : Ord. 85-14 §1 (part) , 1985; Ord. 84-73 §1 (Exhibit A (part) ) , 1984; Ord. 84-69 Sl (Exhibit A(part) ) , 1984 ; Ord. 83-52 Exhibit A(part) , 1983) . 18.68 .040 Conditional use (reference Chapter 18 . 130) . Conditional uses in the I-P district are as follows: (1) Automotive and equipment: body repairs, light equipment; (2) Heliports, in accordance with the Aeronautics Di- vision (ODOT) and the FAA; (3) Utilities. (Ord. 85-39 §l (Exhibit A(2) ) , 1985; Ord. 85-22 §2 (Exhibit B(part) ) , 1985: Ord. 83-52 Exhibit A(part) , 1983) . 18 .68 .050 Dimensional requirements. Dimensional re- quirements in the I-P district are as follows: (1) There are no minimum lot area requirements. (2) The average minimum lot width shall be fifty feet. (3) Except as otherwise provided in Chapter 18 . 96 , Additional Yard Setback Requirements and Exceptions , and Section 18. 100.130, Buffer Matrix, the minimum setback requirements are as follows: (A) The front yard setback shall be a minimum of thirty-five feet; (B) On corner lots and through lots the setback shall be a minimum of twenty feet on any lot facing a street; however, the provisions of Chapter 18. 102, Visual Clearance Areas, must be satisfied; 290 (Tigard 8/15/86) 18.68 .040--18 .68 .050 (I) Laundry services; (J) Medical and dental services; (K) Participation sports and recreation: (i) Indoor, (ii) Outdoor; (L) Professional and administrative offices; (M) Research services; (N) Vehicle fuel sales; (0) The following uses, separately or in combina- tion, shall not exceed a total of twenty percent of the en- tire square footage within the development complex: (i) Convenience sales and personal services, (ii) Day care facilities, (iii) Eating and drinking establishments, (iv) Personal services facilities, (v) Retail sales, general. (3) Industrial Use Types. (A) Manufacturing of finished products; (B) Packaging and processing; (C) Wholesale, storage and distribution: (i) Miniwarehouse, (ii) Light. (4) Farming. (5) Home occupation. (Ord. 85-22 S2 (Exhibit B (part) ) , 1985 : Ord. 85-14 §l (part) , 1985 ; Ord. 84-73 §1 (Exhibit A (part) ) , 1984; Ord. 84-69 §1 (Exhibit A (part) ) , 1984; Ord. 83-52 Exhibit A(part) , 1983) . 18.68.040 Conditional use (reference Chapter 18. 130) . Conditional uses in the I-P district are as follows: (1) Automotive and equipment: body repairs , light equipment; (2) Heliports, in accordance with the Aeronautics Di- vision (ODOT) and the FAA; (3) Utilities. (Ord. 85-39 S1 (Exhibit A(2) ) , 1985; Ord. 85-22 §2 (Exhibit B (part) ) , 1985 : Ord. 83-52 Exhibit A(part) , 1983) . • 18 .68.050 Dimensional requirements. Dimensional re- quirements in the I-P district are as follows: (1) There are no minimum lot area requirements. (2) The average minimum lot width shall be fifty feet. (3) Except as otherwise provided in Chapter 18 . 96, Additional Yard Setback Requirements and Exceptions , and Section 16 . 100. 130, Buffer Matrix, the minimum setback requirements are as follows: (A) The front yard setback shall be a minimum of thirty-five feet; (B) On corner lots and through lots the setback shall be a minimum of twenty feet on any lot facing a street; however, the provisions of Chapter 18 . 102, Visual Clearance Areas, must be satisfied; 290 (Tigard 2/86) 18. 66. 060--18. 68. 010 Building Height Limitations , no building in an R-40 zoning district shall exceed sixty feet in height. (5) The maximum lot coverage shall be eighty percent, including buildings and impervious surfaces. (6) The minimum landscape requirement shall be twenty percent on newly developed property. Landscaped areas on existing developed property in the CBD district shall be retained. Buffering and screening requirements set forth in Chapter 18. 100 shall be met for existing and new develop- ment. (Ord. 84-69 §1 (Exhibit A (part) ) , 1984; Ord. 84-29 §1 (Exhibit A (part) ) , 1984; Ord. 83-52 Exhibit A(part) , 1983) . 18. 66. 060 Additional requirements. Additional re- quirements in the CBD district are as follows: (1) Off-street parking and loading, Chapter 18. 106; (2) Access and egress, Chapter 18. 108; (3) Landscaping and screening, Chapter 18 . 100; (4) Signs, Chapter 18. 114; (5) Nonconforming situations, Chapter 18. 132 ; (6) Sensitive lands, Chapter 18. 84. (Ord. 83-52 Exhibit A(part) , 1983) . Chapter 18. 68 I-P (INDUSTRIAL PARK DISTRICT) Sections: 18. 68.010 Purpose. 18 .68.020 Procedures and approval process. 18. 68.030 Permitted uses. 18 . 68.040 Conditional use (reference Chapter 18 . 130) . 18. 68. 050 Dimensional requirements. 18. 68.060 Additional requirements. 18. 68. 010 Purpose. The purpose of the I-P zoning dis- trict is to provide areas: (1) For combining light manufacturing, office and com- plementary related commercial uses, e.g. , restaurant, barber shop, beauty salons and fitness centers; (2) For combining uses which have no off-site impacts in terms of noise, odor, glare, lights, vibration, smoke, dust or other types of off-site impacts; (3) For combining parking, landscaping and other de- sign features and which physically and visually link struc- tures and uses within one development; (4) Which prohibit residential uses; (5) Which utilize a basic street and utility pattern which will permit flexibility in the size of industrial sites; 288 (Tigard 9/85) 18 . 68.020--18. 68. 030 (6) Which provide for a circulation system that pro- vides direct access to arterials or collectors that will not channel traffic through residential areas; (7) Which utilize an internal circulation system which connects to adjoining sites; (8) Which provide a complete set of preimposed restric- tions (e.g. , deed restrictions, restriction covenants, etc. ) , that are enforceable upon all occupants of the indus- trial park, including provisions for site improvement, build- ing design, landscaping, sign control, off-street parking and site maintenance; (9) Which provide evidence of continuing management responsibility to enforce restrictions established upon the original development plan; (10) Which recognize the differing transportation re- quirements of employees and service vehicles with adequate provision for public transit access. (Ord. 83-52 Exhibit A (part) , 1983) . 18. 68. 020 Procedures and approval process. (a) A use permitted outright, Section 18. 68. 030, is a use which re- quires no approval under the provisions of this code. If a use is not listed as a use permitted outright, it may be held to be a similar unlisted use under the provisions of Chapter 18. 43, Unlisted Uses. (b) A conditional use, Section 18 .68.040, is a use, the approval of which is discretionary with the hearings officer. The approval process and criteria for approval are set forth in Chapter 18. 130, Conditional Uses. If a use is not listed as a conditional use, it may be held to be a sim- ilar unlisted use under the provisions of Chapter 18. 43, Unlisted Uses. (Ord. 83-52 Exhibit A(part) , 1983) . 18.68. 030 Permitted uses . Permitted uses in the I-P district are as follows: (1) Civic Use Types. (A) Public support facilities; (B) Parking services; (C) Postal services; (D) Public safety services. (2) Commercial Use Types. (A) Animal sales and services: (i) Veterinary, small and large animals; (B) Automobile and equipment: (i) Repairs, light, (ii) Sales and rental, light equipment; (C) Building maintenance services; (D) Business equipment sales and services; (E) Business support services; (F) Communication services; (G) Construction sales and services; (H) Financial, insurance and real estate services; 289 (Tigard 9/85) 18.68. 040--1B. 68 .050 (I) .Laundry services; (J) Medical and dental services; (K) Participation sports and recreation: (i) Indoor, (ii) Outdoor; (L) Professional and administrative offices; (M) Research services; (N) Vehicle fuel sales; (0) The following uses, separately or in combina- tion, shall not exceed a total of twenty percent of the en- tire square footage within the development complex: (i) Convenience sales and personal services, (ii) Day care facilities, (iii) Eating and drinking establishments, • (iv) Personal services facilities, (v) Retail sales, general. (3) Industrial Use Types. (A) Manufacturing of finished products; (B) Packaging and processing; (C) Wholesale, storage and distribution: (i) Miniwarehouse, (ii) Light. ' (4) Farming. (5) Home occupation. (Ord. 85-22 §2 (Exhibit B (part) ) , 1985: Ord. 85-14 §1 (part) , 1985; Ord. 84-73 §1 (Exhibit A (part) ) , 1984; Ord. 84-69 §1 (Exhibit A (part) ) , 1984; Ord. 83-52 Exhibit A(part) , 1983) . 18. 68. 040 Conditional use (reference Chapter 18. 130) . Conditional uses in the I-P district are as follows: (1) Heliports, in accordance with the Aeronautics Di- vision (ODOT) and the FAA; (2) Utilities. (Ord. 85-22 §2 (Exhibit B (part) ) , 1985; Ord. 83-52 Exhibit A(part) , 1983) . 18. 68. 050. Dimensional requirements. Dimensional re- quirements in the I-P district are as follows: (1) There are no minimum lot area requirements. (2) The average minimum lot width shall be fifty feet. (3) The minimum setback requirements are as follows: (A) The front yard setback shall be a minimum of thirty-five feet; (B) On corner lots and through lots the setback shall be a minimum of twenty feet on any lot facing a street; however, the provisions of Chapter 18. 102, Visual Clearance Areas, must be satisfied; (C) No side yard setback shall be required except fifty feet shall be required where the I-P zone abuts a residential zoning district; (D) No rear yard setback shall be required except fifty feet shall be required where the I-P zone abuts a residential zoning district. Development in industrial zones abutting the Rolling Hills neighborhood shall comply with policy 11. 5'. 1; 290 (Tigard 9/85) 18.70. 030--18. 70. 040 18.70.030 Permitted uses. Permitted uses in the I-L district are as follows: (1) Civic Use Types . (A) Public support facilities; (B) Parking services; (C) Postal services; (D) Public safety services. (2) Commercial Use Types. (A) Agricultural sales; (B) Agricultural services; (C) Animal sales and service: (i) Auctioning, (ii) Kennels, (iii) Veterinary, small and large animals; (D) Automobile and equipment: (i) Cleaning, (ii) Fleet storage, (iii) Repairs , heavy and light, (iv) Sales and rental, heavy equipment, farm • equipment, light equipment; (E) Building maintenance services; (F) Construction sales and services; (G) Laundry services; (H) Research services; (I) Vehicle fuel sales. (3) Industrial Use Types. (A) Manufacturing of finished products; (B) Packaging and processing; (C) Wholesale, storage and distribution: (i) Miniwarehouse, (ii) Light. (4) Farming. (5) Home occupations subject to the provisions of Chapter 18. 142. (6) A single-family detached unit or a single manufactured/mobile home provided that the uses are limited to the following: • (A) A dwelling for a caretaker or superintendent which is located on the same site with the permitted industrial use and is occupied exclusively by a caretaker or superintendent of the industrial use and family; or (B.) A dwelling for a kennel owner or operator which is located on the same site with the kennel and is occupied exclusively by the owner or operator of the kennel and family. (Ord. 85-14 Si (part) , 1985; Ord. 84-73 §1 (Exhibit. A(part) ) , 1984; Ord. 84-69 Si (Exhibit A(part) ) , 1984; Ord. 83-52 Exhibit A(part) , 1983) . 18. 70.040 Conditional use. (Chapter 1.8. 130).. Condi- tional uses in the I-L district are as follows: (1) Heliports, in accordance with the Aeronautics Divi- sion (ODOT) and the FAA; 292 (Tigard 9/85) 18. 70. 050 (2) Utilities; (3) Vehicle fuel sales with convenience sales. (Ord. 83-52 Exhibit A(part) , 1983) . 18. 70.050 Dimensional requirements. Dimensional re- quirements in the I-L district are as follows: (1) There are no minimum lot area requirements. (2) The average minimum lot width shall be fifty feet. (3) The minimum setback requirements are as follows: (A) The front yard setback shall be thirty feet; (B) On corner lots and through lots, the setback shall be twenty feet on any side facing a street; however, 292-1 (Tigard 9/85) CORRESPONDENCE ADDITIONAL INFORMATION 1111 TIGARD City of Tigard October 1,2019 W.Scott Zwingli Greenburg Team One LLC 11174 SW Summer Lake Drive Tigard,OR 97223 Project: Motor Vehicle Servicing/Repair Nonconforming Use Determination Site: 11244 SW Greenburg Road;WCTM 1S135CA,Tax Lot 700 Land Use File: DIR2019-00004 Dear Mr. Zwingli: Please be advised that the above referenced land use application has been deemed complete as of September 30, 2019 in accordance with Chapter 18.710 and Oregon Revised Statutes 227.178.The 120-day deadline by which the City must reach a final decision on this application is If you decide to withdraw your application before a decision is rendered, please be aware that application fees may not be fully refundable. If you have any questions or concerns, please feel free to contact me at(503) 718-2429 or AgnesL@tigard-or.gov. Sincerely, Agnes Lindor Associate Planner Copy: DIR2019-00004 Land Use File 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 • www.tigard-or.gov i _ • TIGARD City of Tigard August 20, 2019 W. Scott Zwingli Greenburg Team One LLC 11174 SW Summer Lake Drive Tigard, OR 97223 Project: Motor Vehicle Servicing/Repair Nonconforming Use Determination Site: 11244 SW Greenburg Road;WCTM 1S135CA,Tax Lot 700 Land Use File: DIR2019-00004 Dear Mr. Zwingli: The City received the above referenced application on June 20, 2019. Staff has evaluated your application for completeness against Tigard's submittal requirements and determined that additional information is required. I. Completeness Items In order for your application to be deemed complete, please submit the following items: 1. Historical Record. There is a gap in the record between 1988 (AATCO Transmission) and 1993 (Tigard Collision Center). If a name change occurred from 1988 to 1993, please provide more documentation to demonstrate this. II. Re-submittal Requirements Unless other agreements have been made with staff,you must submit all of the following items concurrently: 1. All items listed in Section I of this letter. 2. A letter addressing how any completeness items have been addressed. A thorough and detailed letter will facilitate staff's review of your application in a timely manner. 13125 SW Hall Blvd. • Tigard,Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 • www.tigard-or.gov Determination of Completeness Page 2 Land Use File DIR2019-00004 III. Completeness Options This letter contains the completeness review from all relevant City Departments. Please be advised that no further action will be taken on your application until one of the following • events occurs: (1)you submit all completeness items, (2)you submit some completeness items and request that the City deem your application complete,or (3) you submit no completeness items and request that the City deem your application complete. Once your application is deemed complete, staff will review your application for approvability. IV. When Your Application Become Void Per ORS 227.178,your application will be void if one of the three actions listed above is not taken within 180 days of the date you submitted your application. The date on which your application would become void is December 28, 2019. Please be aware that application fees are non-refundable. If an application becomes void, the City may retain some or all of the related application deposits. If you have any questions or concerns, please feel free to contact me at (503) 718-2429 or AgnesL@tigard-or.gov. Sincerely, Agnes Lindor Associate Planner Copy: DIR2019-00004 Land Use File illiGAAD City of Tigard July 18, 2019 W. Scott Zwingli Greenburg Team One LLC 11174 SW Summer Lake Drive Tigard, OR 97223 Project: Motor Vehicle Servicing/Repair Nonconforming Use Determination Sitc: 11244 SW Greenburg Road;WCTM 1S135CA,Tax Lot 700 Land Use File: DIR2019-00004 Dear Mr. Zwingli: The City received the above referenced application on June 20, 2019. Staff has evaluated your application for completeness against Tigard's submittal requirements and determined that additional information is required. I. Completeness Items In order for your application to be deemed complete, please submit the following items: 1. Historical Record. There is a gap in the record between 1988 (AATCO Transmission) and 1993 (Tigard Collision Center). If a name change occurred from 1988 to 1993, please provide more documentation to demonstrate this. 2. Valuation. a. The submitted tax statement includes both buildings. The tax valuation needs to be provided for the affected building only as stated in Paragraph 18.50.040.C.1.b: b. If a nonconforming structure, development, or nonconforming portion of a structure or development is destroyed by any means to an extent of more than 60 percent of its current value as assessed by the Washington County assessor, reconstruction is prohibited except in conformity with this title.This prohibition does not apply to single detached houses destroyed by accident. If a nonconforming single detached house is partially or totally destroyed by accident,such as by fire or earthquake,reconstruction is allowed; and 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 • www.tigard-or.gov Determination of Completeness Page 2 Land Use File DIR2019-00004 II. Re-submittal Requirements Unless other agreements have been made with staff,you must submit all of the following items concurrently: 1. All items listed in Section I of this letter. 2. A letter addressing how any completeness items have been addressed. A thorough and detailed letter will facilitate staffs review of your application in a timely manner. III. Completeness Options This letter contains the completeness review from all relevant City Departments. Please be advised that no further action will be taken on your application until one of the following events occurs: (1)you submit all completeness items, (2)you submit some completeness items and request that the City deem your application complete,or (3) you submit no completeness items and request that the City deem your application complete. Once your application is deemed complete, staff will review your application for approvability. IV. When Your Application Become Void Per ORS 227.178,your application will be void if one of the three actions listed above is not taken within 180 days of the date you submitted your application. The date on which your application would become void is December 28, 2019. Please be aware that application fees are non-refundable. If an application becomes void, the City may retain some or all of the related application deposits. If you have any questions or concerns, please feel free to contact me at (503) 718-2429 or AgnesL(&tigard-or.gov. Sincerely, U G eiPtek Agnes Lindor Associate Planner Copy: DIR2019-00004 Land Use File 1011 e r TIGARD City of Tigard July 1, 2019 W. Scott Zwingli Greenburg Team One LLC 11174 SW Summer Lake Drive Tigard, OR 97223 Project: Motor Vehicle Servicing/Repair Nonconforming Use Determination Site: 11244 SW Greenburg Road;WCTM 1S135CA,Tax Lot 700 Land Use File: DIR2019-00004 Dear Mr. Zwingli: The City received the above referenced application on June 20,2019. Staff has evaluated your application for completeness against Tigard's submittal requirements and determined that additional information is required. I. Completeness Items In order for your application to be deemed complete, please submit the following items: 1. Historical Record. There is a gap in the record between 1988 (AATCO Transmission) and 1993 (Tigard Collision Center). Please provide records for these years. 2. Valuation. a. The tax valuation needs to be split up for each building,the submitted tax statement includes both buildings. b. Is the estimate from Garco for just building materials?The valuation of work needs to include both labor and materials. II. Re-submittal Requirements Unless other agreements have been made with staff,you must submit all of the following items concurrently: 1. All items listed in Section I of this letter. 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 • www.tigard-or.gov Determination of Completeness Page 2 Land Use File DIR2019-00004 2. A letter addressing how any completeness items have been addressed. A thorough and detailed letter will facilitate staffs review of your application in a timely manner. III. Completeness Options This letter contains the completeness review from all relevant City Departments. Please be advised that no further action will be taken on your application until one of the following events occurs: (1)you submit all completeness items, (2)you submit some completeness items and request that the City deem your application complete,or (3) you submit no completeness items and request that the City deem your application complete. Once your application is deemed complete, staff will review your application for approvability. IV. When Your Application Become Void Per ORS 227.178,your application will be void if one of the three actions listed above is not taken within 180 days of the date you submitted your application. The date on which your application would become void is December 28, 2019. Please be aware that application fees are non-refundable. If an application becomes void, the City may retain some or all of the related application deposits. If you have any questions or concerns, please feel free to contact me at (503) 718-2429 or AgnesLQtigard-or.gov. Sincerely, > U o�nc. Agnes Lindor Associate Planner Copy: DIR2019-00004 Land Use File