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Permit D15-0310 - 720 BUILDING - SEISMIC UPGRADES
ANDOVER PARK E BUILDING 720 ANDOVER PARK E BLDG Dl 5=031 0 Parcel No Address ON of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT 2623049095 Permit Number: D15-0310 720 ANDOVER PARK E BLDG Issue Date: 3/31/2016 Permit Expires On: 9/27/2016 Project Name: ANDOVER PARK E BUILDING Owner: Name: 790 ANDOVER LLC Address: PO BOX 287, MEDINA, WA, 98039 Contact Person: Name: NATHAN JAY Address: PO BOX 287, MEDINA, WA, 98039 Contractor: Name: ADATTO CONSTRUCTION INC Address: 1314 DENNY WAY SUITE 103, SEATTLE, WA, 98109 License No: ADATTC1108DR Lender: Name: 790 ANDOVER LLC Address: PO BOX 287, MEDINA, WA, 98039 DESCRIPTION OF WORK: SEISMIC UPGRADES TO AN EXISTING BUILDING Phone: (425) 451-1511 Phone: (206) 652-5300 Expiration Date: Project Valuation: $77,890.00 Fees Collected: $2,180.58 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: 11113 Occupancy per IBC: M Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-468: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: N" 7 Lo',- _ u G Date: 3 3I/16 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0409 FRAMING 4046 SI-EPDXY/EXP CONC 4039 SI-SEISMIC RESTIST CITY OF TUKh -,A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hitp://www.TukwilaWA.gov SITE LOCATION Building Permit No. �� ,5 U 115 `U Project No. Date Application Accepted: a—� I - ' l Date Application Expires: For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" King Co Assessor's Tax No.: 9t - 1 -7 9 56 13 Site Address: 7 10 Aid o vt,, ✓6r K fa,, t Suite Number: Floor: Tenant Name: A �, d o v •, 004 - k Ca yrf New Tenant: ❑ ..... Yes ®.. No PROPERTY OWNER Name: '790 ,q",O,e" I_ Z C Address: I°O r3o x 2 8-7 City: M td i w,_ State: lam/ /4 Zip: 9 8Q3 % CONTACT PERSON — person receiving all project communication Name: Address: Po BAY 2 7 City: i'`'ltal ino, State: W1A Zip: 98G3 Phone: u2 5-) y51- r 5-/, Fax: y, s) y5_1- 9& 3 Email: r, p �p�'�IPfft� iG rylt�•�Gti� GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Cub radc f re y t n M,S Architect Name: Ft-!N 7- Zy 4 e. ... Address: 1.7.9SS l+�l a K k a; �, v ; =i,•. le.( City: S i a l c, 5 State: 0 je Zip: 9 7 73_ Phone: Csa� SW 9•) 33 % Fax: l Email: CCC t� r►�Sn . �a� ENGINEER OF RECORD Company Name: sky ta, eo Na u H; , ., ; r� Engineer Name: Address: I -7 ! �s �'V10 a k�✓J 1Jitw ��( City: State: O a Zip: 977 3 Phone: SHl SY9- Fax: Email: Pn # r- lJ MSH. e.0 LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 7 9b .4hdov,,, , t; L C Address: PG 4o k 2 8 7 City: Med State: Zip: 98 ds.9 'r.i H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: Febmary 2012 Page 1 of 4 BUILDING PERMIT INFORMATI - 206-431-3670 Valuation of Project (contractor's bid price): $ 17 ?, 896 Existing Building Valuation: $ zt 3 9041 8�d Describe the scope of work (please provide detailed information): ao't --ade) Will there be new rack storage? ❑ .... Yes ® ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 72 892 r abc-r 2 nd Floor 3 rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....... Yes ❑ ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ .......Automatic Fire Alarm [I ....... None El ....... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .......Yes ❑ . No If `yes', attach list of materials and storage locations on a separate 8-112" z 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Vspplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O'R/A Signature: 1(/ Date:_ I2 / / %/ / s Print Name: NR T 1. 4 , iTa y Day Telephone: ��(7F) qS-/ - /S // Mailing Address: H4!e&,iw.t wpl! '98Q39 City State Zip H:\Applications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 4 of 4 If I PUBLIC WORKS PERMIT INF MATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ... Water District # 125 El ... Highline El ... Renton ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ ...Valley View ❑...Renton El ... Seattle ❑ .. Sewer Use Certificate ❑ ...Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which am: ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑ .. Traffic Impact Analysis ❑ .. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑... Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance El ... Right-of-way Use — Potential Disturbance ❑ .. Con struction/Excavation/Fi11- Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑... Work in Flood Zone ❑... Storm Drainage ❑... Abandon Septic Tank ❑... Curb Cut ❑... Pavement Cut El ... Looped Fire Line ❑ .. Permanent Water Meter Size (1) " ❑ .. Temporary Water Meter Size (1) " ❑ .. Water Only Meter Size........... " ❑ .. Sewer Main Extension............ Public ❑ ❑ .. Water Main Extension............ Public ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer Monthly Service Billing to: Mailing Water Meter Refund/Billine: Name: Mailing WO# WO# WO# Private ❑ Private ❑ (2) (2) ❑ ... Grease Interceptor El ... Channelization ❑... Trench Excavation El ... Utility Undergrounding WO # (3) WO # WO # (3) WO # ❑ .. Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Day Telephone: City Day Telephone: State Zip City State Zip H:\Applications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 3 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,180.58 D15-0310 Address: 720 ANDOVER PARK E BLDG Apn: 2623049095 $2,180.58 DEVELOPMENT $2,116.58 PERMIT FEE R000.322.100.00.00 0.00 $1,280.05 PLAN CHECK FEE R000.345.830.00.00 0.00 $832.03 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $64.00 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R6910 R000.322.900.04.00 0.00 $64.00 $2,180.58 Date Paid: Thursday, December 17, 2015 Paid By: 790 ANDOVER LLC Pay Method: CHECK 3437 Printed: Thursday, December 17, 2015 2:59 PM 1 of 1 (rlr? SYSTEMS r� INSPECTION RECORD _ INSPECTION N0. Retain a copy with permit PERMIT , ©T N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �& Pr ject: �f�2AA R- Tyof Inspection:, 1.ke Address: rf e �Tlc- Date Called: Special Instructions: Date Wanted m. 7 p.m. Reques Phone No: 4Qq' MOO Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal[ to schedule reinspection. INSPECTION RECORD 0310 Retain a copy with permit INSPE TION NO. PERMIT NO. CITY OF" TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: 7 2-0 ®O!/!t /Q ?/1W Address: Date Called: IqWI)WeP PARK E'o BL1X�; Special Instructions: Date Wanted: a.m p.m. Requester: Pll-1 e_ Phone No: 20 & - gq9 _ 04900 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: inspector: Date* REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. INSPECTION RECORD J� Retain a copy with permit D)�-���� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /4NDbVIICA PMK r 306- Type of Inspection: / 96— Address: 77-0 Ai &W400\ PARK F- Date Called: Special Instructions: Date Wanted: :,-I q-1 ^] p.m. Requester: f! L Phone No: 2C.4p 99c? 0 (000 1KApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit JbI5_'0310 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: AVZD Type of Inspection: Address: 1210 19AIPC tIJCP IWR Date Called: Special Instructions: Date Wanted: a.rri 2--2 a-17 p.m. Requester: P/,A«- lv " Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Catl. to schedule reinspection. INSPECTION RECORD Retain a copy with permit �" '! o INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ject: Typepection: Address: bey. Date Called: Special Instructions: ]Date Wante a.m. I o /7 Requestest. Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 1, /JC/A REINSPECTION FEE REQUIRED. Prior, to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. MAYESTEsTiNG ENGINEERS, mc. seadeCite VftRoa' SA0110 Ly TVj0C[J, WA98M - ph425742M60 f3c425.7451737 June 13, 2017 Tacoma Cite 10029S.TaxmawaV 19ADE2 Taou WA9M ph253.584.3720 tX2M584.3707 City of Tukwila Building Department MNNE Me I 6200 South Center Blvd Sub190 Tukwila, WA 98188-8188 Pab*d OR" 972 ph50Ci281.7515 fac503.281.7579 Attn.: Building Official Re: Andover Park East Seismic Upgrade FINAL LETTER 720 Andover Parr East Permit D15-0310 Tukwila, WA Project No. M8161154 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for. • Proprietary Anchors 1. Epoxy Grouted Anchors To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, Mayes Testing Engineers, Inc. Timothy G. Beckerle, P.E. Principal RECEIVED CITY OF TUKWILA JUL 18 2017 PERMIT CENTER CAWADE Cersr COMM-Mm Ems, INC Febrvary► 27, 2017 Brekke Properties PO Box 287 Medina, WA 98039 RE. • Voluntary Partial Seismic Upgrade of Andover Park East Tukwila, Washington Cascade Crest Consulting Engineers Inc. has been retained by Brekke Properties to perform a voluntary partial seismic upgrade design for the Andover Park East building located at 720 Andover Park East in Tukwila, Washington. Structural drawings for the project were developed by Cascade Crest Consulting Engineers titled "Voluntary Seismic Upgrade for Andover Park East, Tukwila, Washington'", and dated 9/11/15 with revision dated 10/30/15 (Rev I)- Brekke, Properties utilised in-house factors (Phil Hunter) to install the seismic connections, and Mayes Testing was retained to provide testing services. During the project, Eugene Trahern, SE of Cascade Crest Consulting Engineers visited the project to conduct -structural observations as follows: • 9/20/16: Site visit to discuss installation procedures and details. No hardware was installed at that time. • 2IM17: Details appeared 100'/o complete at the time of the site visit. Additionally, Cascade Crest Consulting Engineers also reviewed testing reports prepared by Mayes Testing and responded to contractor questions and Requests For Information (BFI's). Based on our site observations and the information provided, it is our opinion that the project is substantially complete and within general conformance to the design drawings and Engineer's approved modifications. We are pleased to assist you on this project. Please feel flee to call me at (541) 549-1331 and discuss our findings if you have any questions. Sincerely, CASCADE CUM CONSU MM ENGINEERS, INC- Eugene Trahern, PE, SE, ARM Structural Engineer #27733 Principal 67 0 7r, ,:.r 4 MAYES TESTING ENGINEERS, INC. ofirce - _ SUte 110 LyrrHootl,WAMM ph425.742.9360 Project No. T16154 faot425.745.1M7 Project Andover Park East Seismic Upgrade Address 720 Andover Park East, Tukwila, WA Taownaofte 1mMaTa"naway Permit No. D15-0310 &deE2 Bldg Dept. City of Tukwila TaxmWA984.99 ph253.5843720 W253.58OM7 Client Brekke Properties Engineer Cascade Crest Consulting Engineers, Inc.�� Contractor Phil Hunter s,;D190 Poft d. OR 9M 1 ph 503.281.7515 faX5aa2a17579 Record No. 004 Date 2-24-17 Weather Indoors Inspection Proprietary Anchors Observed the epoxying in place of 5/8" threaded rods to connect the wall panels to the roof in the loading bay areas between the brewing supply space and Moe's storage area and between the event rental space and Moe's showroom as well as to connect the exterior fascia walls to the building in the same areas. Holes were drilled to embed the rods 4 V into the existing concrete wall panels and were cleaned with compressed air and a brush. Epoxy used was Simpson Set- XP22-N (Lot # 075B134B, expiring 10/12/2018). To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Ian Janeczko Reviewed By: Timothy G. Beckerle, P.E. Principal Information in this repW applies only to the acftW to m inspected or tested and shag not he roproduoed excW in fug, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 MAYES TESTING ENGINEERS, INC. sewbofte Cecurvdw , - - stae 110 Ly vmcc d, WA98M Project No. T16154 ph425.742M tx425.745.1737 Project Andover Park East Seismic Upgrade Address 720 Andover Park East, Tukwila, WA Tacomofte 1o029s.Taoarraway Permit No. D15-0310 Sule&2 Bldg Dept. City of Tukwila TaoamWA984W ph253.W3720 fbx253.584.3707 Client Brekke Properties Engineer Cascade Crest Consulting Engineers, Inc. M1 NE�D11ie Contractor Phil Hunter Ue190 Pataro OR 97211 ph 503.281.7515 W503281.7579 Record No. 003 Date 2-13-17 Weather Indoors Inspection Proprietary Anchors Observed installation of 5/8" threaded rods to connect the wall panels to the roof along the north, south, east and west walls in the Moe's Home Collection space. Holes were drilled to embed the rods 4'/2" into the existing concrete wall panels and were cleaned with compressed air and a brush. Epoxy used was Simpson Set-XP22-N (Lot #075B134B, expiring 10/12/18). To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Ian Janeczko Reviewed By: Timothy G. Beckede, P.E. Principal Information In this report applies only to the actual items inspected or tested and shalt not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 MAYES TESTING ENGINEERS, INC. Project No. T16154 Project Andover Park East Seismic Upgrade Address 720 Andover Park East, Tukwila, WA Permit No. D15-0310 Bldg Dept. City of Tukwila Client Brekke Properties Engineer Cascade Crest Consulting Engineers, Inc. Contractor Adatto Construction Record No. 001 Date 1-19-17 Weather Indoors Inspection Proprietary Anchors sewbordbe 20225CedaVdW Road sae 110 L"mood WA98038 ph425.742M f@Dc425.745.1737 Tamm0llce 10029S.TaoomaWay SLABE2 TaxmWA98499. ph253.584.372D W253SBU M7 Padilwome 7911 NE33rdDrhe Slie 190 Pagard, OR 97211 ph503281.7515 W503281.7579 Observed the installation of 5/8" threaded rods to connect the wall panels to the roof at gridlines A/1-8, A-G/1, G/1-2.5, G/3.5-5.5 and G/6.5-8. Holes were drilled to embed the rods 4 Y2° into the existing concrete wall panels and were cleaned with compressed air and a brush. Epoxy used was Simpson Set-XP22-N (Lot # 075B134B, expiring 10/12/18). To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Ian Janeczko Reviewed By: T � Timothy G. Beckerle, P.E. Principal Information in this nepW applies only to the actual items inspected or lested and shall not be reproduced exce# in full, without the appnara/ ofMayes Testing Engineens, Inc. Page 1 of 1 MAYES TESTING ENGINEERS, INC. Semeofte RoW sLe 110 Ly ma4 WA98036 ph425.742.9360 Project No. T16154 fa eZ.748.1737 Project Andover Park East Seismic Upgrade Address 720 Andover Park East, Tukwila, WA Taoar ofte 10maTa mWay Permit No. D15-0310 suFaE-2 Bldg Dept. City of Tukwila Tamma,WAgM ph253.5843720 W253.5843707 Client Brekke Properties Engineer Cascade Crest Consulting Engineers, Inc. Podawomw 7MI NE3M Contractor Adatto Construction sde190 Pala cL OR 97211 ph5W281.7515 faxM3281.7579 Record No. 002 Date 1-31-17 Weather Indoors Inspection Proprietary Anchors Observed the installation of 5/8" threaded rods to connect the wall panels to the roof along the south, east and west walls (brewing supply and event rental spaces). Holes were drilled to embed the rods 4 %" into the existing concrete wall panels and were cleaned with compressed air and a brush. Epoxy used was Simpson Set-XP22-N (Lot # 07513134B, expiring 10/12/2018). To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Ian Janeczko Reviewed By: Timothy G. Beckerle, P.E. Principal IMorMadon in Mis report applies any to the actual items inspected or tested and shaft not be raproduced except in fug, without Me approval of Mayes Testing Engineer;, Irrc. Page 1 of 1 Structural Calculations for Voluntary Partial Seismic Upgrade for Andover Park East 720 Andover Park East Tukwila, Washington Prepared For: Brekke Properties September 11, 2015 CASCADE CREST CONSULTING ENGINEERS, INC. 17655 Mountain View Road Sisters, Oregon 97759 (541) 549-1331 Prepared By: Eugene Trahern, P.E. �7733 r O;,'4Al..'031 0 �:r` .� FILE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2015 City. of Tukwila BUILDING DIVISION !RECEIVED CITY OF TUKWILA DEC 17 2015 PERMIT CENTER ri 7- vo 4 u c Ji FA e;- ie M le; V Z:7 rc A --I e e,. 0 C oaa) _4�7'0 C.,A�,C' 6. O?77 Z, C/4 1::"6e36:-.-r 716_,�_Jij C L� 70 C 6- e4- 261Z c' " e_r),l re- ral (074. 51-re C°LA SS'e�IA idl eb -Z'00,/ ZA�-T- - V7 '�✓Sb � zo,..J4 � -1221"21_--,-(3 2 �vA-b -IV2 o <1 961 717-6-c"Sj D .z_0,Z1(6q 73, PROJECT: ENGR: A A,1 r DATE: SCALE: Cascade Crest Consul tine Enaineer s. Inc. SHEET C) / Z _-,f !S R_ C 75�% le-01,2d67. If-46'yl 0(ke /.E? 7-c - V-Sxs (,j 145C 67 r711-13 5'YSdxk...... Vj�C + 2) ,(3 56 - 0, 68 9) rz-) C//, Oki, 3) w /pf) (7-) 0 (1., 6)Cj Coe c--Ise- A ell - a 6-- z 6- �,Z'IA .1. 1 1 = 0, C,3p - PROJECT: ENGR: A,u L) C) VC-n AA k Z DATE: 2-1 7- SCALE: Cascade Crest Consult Ina Enaineers. Inc. SHEET 7- YCO V C VIO, C = 6,7 )o�snr /G 8 lo, c /, 8 a ps/z I L 144 0,J e- r-.ei a Af !fie- r 7-7e /,e 96:3 ecs j 1.,-IA L (- A /,, -s C 9 tc) c - 6 06"fr- 7-), a I = 418 516z-s (71 13' Pj /Q L / AJ 14 , Z 7-4z6 c- PUk4-IIJ PROJECT: ENGR: A A4 r� i< DATE: 6',-A S T' SCALE: Cascade Crest Consul tine Enalneers. Inc. SHEET r sc-�S-C, e- a 0( A MVAICo�- 7,3 A J, d, 14<9? L? x 18, 7 7 K Pew PA Ik vv'li gs, e,-(z pxtie, er 0 A A Aj C J4 t1z Ko 7 rs, 4 e- 67;0 PROJECT: ENGR: &', 7ZO ppe-K&tr DATE: '9111(�,Ilr SCALE: SHEET Cascade Crest Consulting Enalneers. Inc. I ff, 'a r-S l� . A i°sw/C 7--e /= � . � Z-C, A L) ,j. act 7 ' / < ur 0 Me 7,,,r A.l To 2��% i^'1� ""Ca�LJ� 4,,V4 G. 7"RA �JSI %4/2 VIA ' 0,UT. 7`i . e-i2ow-i 4- /vaT� �1....;/��c_FS. �ti°sA`.R �)e: r . ffa�.,, c! /8 O p c/,�!GS SAC. �LGG�c.7 Lv�o PROJECT: ENGR: n/D vVeE /�AtQ lC � DATE: SCALE: SHEET Cascade Crest Consult Ina Enaineers.lnc. . . ... . ..... 2 5 /,,,, A 776-::!) dzP774 A A S A (2 /- c5'-f �j "-DS 'o Q ,0- 7— t,�— J,/ z! C.r— - . r/ 7— )4 7- 7—;4 PROJECT: ENGR: P14 DATE: Cascade Crest Con sultina Ennineers. Inc. SCALE: SHEET 7-c-s Cro-rr) ASS I-A4 D,1,4p# A A- 12, �6 x? - c— — 6D VO '0 c— Se- Q 2 V, Z e- 74 44 cm>.) fro 3" 2 IV PROJECT: ENGR: j Ar 7/ DATE: SCALE: Cascade Cr esl Consul tin. En is in.., s. in c. SHEET dGAic -7;-,/ / s C A :5 tjp(?,c, PROJECT: ENGR: A ov el;,. DATE: 63/ SCALE: Cascade Crest Consul Lino Enalneer s. Inc. SHEET 9/6/2015 Design Maps Summary Report Design Maps Summary Report User -Specified Input Report Title Andover Park East Sun September 6, 2015 15:23:41 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.450N, 122.25°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output SS = 1.442 g Sms = 1.442 g Sps = 0.961 g S1 = 0.536 g SM1 = 0.805 g Sol = 0.536 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.65 1.50 1.35 1.20 1.05 0m 0.50 A 0. 7 5 0.60 0.45 0.30 0.15 0.00 0.00 0.20 0.40 0.60 o.BO 1.00 1.20 1.40 1.Go 1.20 2.00 Period, T (sec) 1.10 1.00 0. 9a 0.90 0.70 - �F\\ y 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0.00 0.20 0,40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Design Response Spectrum Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the http://ehp2-earthquake.wr.usgs.gov/designm aps/us/summary.php?template=m i nimal&labtude=47.45&longitude=-122.25&siteclass=3&riskcategory=0&edition=... 1/2 9/6/2015 Design Maps Summary Report Design Maps Summary Report User -Specified Input Report Title Andover Park East Sun September 6, 2015 15:24:20 UTC Building Code Reference Document ASCE 41-13 Retrofit Standard, BSE-1E (which utilizes USGS hazard data available in 2008) Site Coordinates 47.450N, 122.251W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III } ( f m Si 0.70 0.63 0.56 0.49 C' 0.42 0.35 0.22 0.21 0.14 0.07 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Rfi RRARR.Ri *; yJ 0.55 0.50 0.45 0.40 0.35 c r1� 0.30 0.25 0.20 0.15 0.10 0.05 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Vertical Spectrum Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. http://ehpl-earthquake.cr.usgs.gov/designmaps/us/summary.php?template=minimal&latitude=47.45&longitude=-122.25&siteclass=3&riskcategory=O&edition=... 1/1 • 9/6/2015 Design Maps Summary Report Design Maps Summary Report User -Specified Input Report Title Andover Park East Sun September 6, 2015 15:24:39 UTC Building Code Reference Document ASCE 41-13 Retrofit Standard, BSE-2E (which utilizes USGS hazard data available in 2008) Site Coordinates 47.450N, 122.25°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III lTlapgU1135t ,jZ=. USGS-Provided Output Ss,siso 1.007 g S) eSE-2E 1.105 g S1,sIso 0.385 g Sx1,8SE-2E 0.627 g Horizontal Spectrum 1.20 1.08 o.SG o.e4 CT 0.T2 0.60 0.49 0.3G 0.24 0.12 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.G0 1.80 2.00 Period, T (sec) 0.29 0.90 0.72 0.64 0.56 Q� 0.42 w to 0.40 0.32 0.24 0.16 0.0e 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Vertical Spectrum Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. http://ehpl-earthquake.cr.usgs.gov/designmaps/us/sum mary.php7template=mini mal&latitude=47.45&longitude=-122.25&siteclass=3&riskcategory=0&ediion=... 1/1 E2. Concenhic Ties CT & T2 Allowable Loads Z4-T2-24-4 3.5 4,984 6,23$ 6,235 6,235_1 6,235 6,235 6,235 0.085 Z442-43-4 3.5 6,457 7,001 7,001 7,005 7,007 7,009 - 7 009 Z442-44-5 3.5 _ 9,904 12,49,2 12,432 12,436 12,445 12,449 12,449 0.108 Z442-64-6 - 5.5 14,276 18.465 18,499 18,533 18,573 18,597 18,597 0.128 637 Sandwiched T2 - ----------- --- -- - ----- - - ---- --- Concentric Z4-T2-84-7 ---3.5 14,276 23,4117 23,794 23,417 23,417 23,417 23,417 0.129 Hold Down-----___.___5.5 -- 19,077 - -- - - ----- - --- - - -- - - - --..__.. _.. - - - - Z4-T2-46-8 5.5 19,385 19.iU5 19,85 19,385 19,385 19,385 19,385 0.114 5.5 _ 18,691 31,151 37,382 Z4 T2 48 9S 7 2`5 / 7.5 24,057 36,671 39,152 42,141 42,867 42,867 42,867 0.122 5.5 18,691 31,1d1 37,382 43,612 Z4-T2-68-11S 7.25/7.5 24,057 40,095 48,114 56,133_ 64,036 64,036 64,036 0.210 9.25/9.5 31,833 i 52,474 56,276 61,061 Z4-CT-24-4 3.5 3,360 5,600 6,235 6,235 6,235 6,235 6,235 0.160 -- -- -.. _.._..----------- - - _........_. Z4-CT-43-4 3.5 5,010 6,989 6,993 6,997 7,004 7,004 7,007 0.132 Z4-CT-44-5 3.5 6.637 11,11;8 12,395 12,405 12,420 12,430 12,457 0.146 Z4-CT-64-6 3.5 7,18 11,89i 14,276 16,656 18,442 .1. ,,, i ,,,,,,, ,,, - 18,504 18,592 0.145 Paired CT Wall � Purlin Ties 3.5 7,138 11.89.7 14,276 1 16,656 21,137 24,241 22,683 24,381 24,590 0.152 Z4-CT-84-7 5.5 10,662 17,769 21,323 24,057 7.25 / 7.5 12,377 21,300 Z4-CT-46-8 5.5 7 25 / 7.5 9,749 _ 16,453 16,464 19 744 744 19, 19,817 23,034 23,184 27,776 27,804 28,028 0.155 5.5 9,345 15,576 18,691 21,806 30,020 41,858 43,240 32,216- 43,240 ------- ---- 43,240 - 0.162 Z4-CT-48-9 7.25 / 7.5 12,029 20,048 24,057 28,067 9.25 / 9.5 12,591 21,513 25,939 30,460 Z4-CT-68 11 5.5 _ 7.25 / 7.5 19 25 / 1 55 13.25 / 13.5 9,345 15,576 18,691 21,806 30,020 41,858 56,388 64.541 32,216 46,736 _ 61,999 64.593 43,931 _ _63,731 _ 64.593 I 0.148 12,029 20,048 24,057 28,067 _ 16,04 27, 06 33,008 8,509 16.622 29,652 _ 36.167 42.901 Notes: 1. Values in this table are Allowable Stress Design (ASD) for No.1 grade Douglas Fir -Larch and include a 1.60 stress increase factor, Co, for short- term load duration as permitted by the National Design Specification (NDS 2012). 2. Paired Assemblies of Continuity Ties (CT) require two ties to be connected to a standard grade anchor rod and the ties bolted together with a single wood member between. 3. Single (Sandwiched) Assemblies are applicable when one Tension;Tie (f2) is sandwiched between and through -bolted to two wood members. One Tie and one HS rod and bolts required. 4. For compression loading the minimum required distance from the end of the wood member to the centerline of the first bolt is seven bolt diameters. allowable tension load. 5. The capacity of the anchor rod must be equal to or greater than the allowable tension load of the Tie being attached. See table 3.2 for anchor rod capacities. 6. Allowable tension loads consider • Tested CT or T2 capacity divided by 2.5 • Maximum anchor rod capacity • Cross sectional area of the attached wood member where it is drilled for the bolted connection 7. Displacement at tension loads less than the respective allowable load are determined by proportioning the design load to the allowable load. 18 Shrinkage of supporting wood members and anchor rod elongation are the responsibility of the Building Design Professional. Tabulated displacement values consists of: a) Vertical displacement of the CT or T2 Tie due to rotation;, b) Fastener slip where the CT or T2 Tie connects to the wood member. City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 7/3/2017 NATHAN JAY PO BOX 287 MEDINA, WA 98039 RE: Permit No. D15-0310 ANDOVER PARK E BUILDING 720 ANDOVER PARK E Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 8/26/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 8/26/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D15-0310 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor - Department of Community Development Jack Pace, Director August 16, 2016 John Brekke PO BOX 287 Medina, WA 98039 RE: Request for Extension #1 Permit Number D15-0310 Dear Mr. Brekke, This letter is in response to your written request for an extension to Permit D15-0310. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through March 27, 2017.. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, w Rachelle Ripley Permit Technician File: Permit No. D15-0310 WAPermit CenteAExtension Lette)'.v\Pel'»tit.5\2015\D15-0180 Permit Extension #I.docx 6300 South.center Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 lilil+�Klil+: 1'liO.1'H;Ii'I'l l�fi R0. 130X •%)8 Ill +j1)I\.\, \1'.k5III-(.IIION 980:39 1)11ON I (425) 451- 1511 VAX (425) 4-51-9663 Auc,ust 10, 2016 City of Tukwila Department of Community Development Arin: Rachelle Ripley 6300 Southcenter Boulevard Suite # 100 Tukwila, WA 98188 To Rachelle Ripley, This letter is to request an extension for Pennit # DI5-0310. This extension is necessary due to the delayed receipt of specialized seismic fasteners and brackets which are back ordered and produced overseas. Thank you and please contact me if you need any additional information. Best Regards, o n Brekke (425) 451-1511 admin ,brekkeproperties.com Brekke Properties P.O. Box 287 Medina, WA 98039 Request for Extension # Current Expiration Date: 21 Extension Request: YI Approved for days ❑ Denied (provide explanation) Signature/Initials I City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 8/2/2016 NATHAN JAY PO BOX 287 MEDINA, WA 98039 RE: Permit No. D15-0310 ANDOVER PARK E BUILDING 720 ANDOVER PARK E Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/27/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/27/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, N' )J/�tW Rachelle Ripley Permit Technician File No: D15-0310 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 9 Phone 206-431-3670 9 Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0310 DATE: 12/17/15 PROJECT NAME: ANDOVER PARK E BLDG SITE ADDRESS: 720 ANDOVER PARK E X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Vt- E Au) C, Building Division t3K N/A- I -15 Public Works a PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) APPROVALS OR CORRECTIONS: Approved n Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Fire Prevention Structural ❑ C P L- A)IA Planning Division Permit Coordinator a DATE: 12/22/15 Structural Review Required ❑ DATE: DUE DATE: Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 01/19/16 12/18/2013 ADATTO CONSTRUCTION INC Home Safety & Health inWashington State Department of Labor & Industries ADATTO CONSTRUCTION INC Owner or tradesperson Principals ADATTO, RICHARD, PRESIDENT Doing business as ADATTO CONSTRUCTION INC WA UBI No. 601 154 635 License Espanol. Contact Claims & Insurance 1314 DENNY WAY 103 SEATTLE, WA 98109-5444 206-652-5300 KING County Business type Corporation Page 1 of 2 Search L&I — A-Z Inc Workplace Rights Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................................................... Meets current requirements. License specialties GENERAL License no. ADATTC1108DR Effective — expiration 03/19/1990— 03/17/2018 Bond ................. CBIC $12,000.00 Bond account no. SA9863 Received by L&I Effective date 01 /29/2002 03/08/2002 Expiration date Until Canceled Insurance .............................. Ohio Cas Ins Co $1,000,000.00 Policy no. BKO50714200 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601154635&LIC=ADATTCI108DR&SAW= 03/31/2016 General Structural Notes (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.) CRITERIA: 1. THIS PROJECT IS INTENDED TO STRENGTHEN THE OUT -OF -PLANE LOAD PATH BETWEEN THE EXTERIOR CONCRETE TILT -UP WALL PANELS AND THE . ROOF DIAPHRAGMS ONLY. THE PROJECT IS A VOLUNTARY PARTIAL SEISMIC UPGRADE AND IS WITHIN CURRENT PRACTICE FOR STRENGTHENING OF EXISTING BUILDINGS OF THIS AGE AND TYPE. ALL ASPECTS OF THE BUILDING ARE NOT INTENDED TO COMPLY WITH CURRENT CODE REQUIREMENTS. THE EARTHQUAKE PERFORMANCE OBJECTIVE OF THE DESIGN IS SUBSTANTIAL LIFE -SAFETY IN ACCORDANCE WITH ASCE31-03 "SEISMIC EVALUATION OF EXISTING BUILDINGS" AND ASCE41-13, TIER 1 "SEISMIC EVALUATION AND RETROFIT OF EXISTING BUILDINGS". 2. DESIGN LOADING CRITERIA: OCCUPANCY CATEGORY (IBC TABLE 1604.5) ROOF LIVE LOAD . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF (IS = 1.0) EARTHQUAKE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASCE31, SDS = 0.961 ASCE41, BSE-1: SXS = 0.689 ASCE41, BSE-2: SXS = 1.105 SITE CLASS = D, IE = 1.0 SEISMIC DESIGN CATEGORY D (IBC) 3. ALL NEW MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, QUANTITIES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE DRAWINGS, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED FOR COMPLETION OF THE WORK. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER REPRESENTATIVE AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE OWNER REPRESENTATIVE AND THE STRUCTURAL ENGINEER. SPECIAL INSPECTIONS: 9. STATEMENT OF SPECIAL INSPECTIONS STRUCTURAL ITEMS (SEISMIC DESIGN CATEGORY D) PER IBC SECTION 1704.3.2: DEFINITIONS: THE SEISMIC LATERAL FORCE -RESISTING SYSTEMS FOR THIS STRUCTURE CONSISTS PRIMARILY OF THE EXISTING CONCRETE WALL PANELS AND THE WOOD FRAMED ROOF DIAPHRAGMS INDICATED ON THE DRAWINGS. 10. THE OWNER WILL EMPLOY AN APPROVED SPECIAL INSPECTION AGENCY THAT WILL PROVIDE THE SPECIAL INSPECTIONS PRESCRIBED BY THE BUILDING CODE AND THE CONSTRUCTION DOCUMENTS. THE SPECIAL INSPECTION AGENCY SHALL BE APPROVED IN ACCORDANCE WITH SECTION 1703 OF THE BUILDING CODE BY THE CITY OF TUKWILA. SPECIAL INSPECTION FREQUENCY PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF THE SEISMIC AND WIND RESISTING SYSTEM INCLUDING DIAPHRAGMS, SHEAR WALLS, STRUTS, & HOLDOWNS PERIODIC INCLUDING INSPECTION OF EMBEDMENT DEPTH AND HOLE CLEANLINESS PRIOR TO ALL INSTALLATIONS WOOD: 17. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2x MEMBERS) HEM -FIR NO. 1 MINIMUM BASIC DESIGN STRESS, Fb = 975 PSI, Fv = 150 PSI (3x AND 4x MEMBERS) HEM -FIR NO. 1 MINIMUM BASIC DESIGN STRESS, Fb = 975 PSI, Fv = 150 PSI 18. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-2011. ALTERNATE CONNECTORS CONFORMING WITH IBC SECTION 1710 MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. A CURRENT ICC-ES REPORT AND A LIST STATING THE ITEM -FOR -ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATING TO REVIEW AND/OR RE -DESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS. INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER. 19. ZONE4 HARDWARE CALLED OUT BY LETTERS AND NUMBERS SHALL BE "ZONE FOUR" PRODUCTS BY ZONE FOUR HARDY FRAME, AS SPECIFIED IN THEIR LATEST CATALOG. ALTERNATE CONNECTORS CONFORMING WITH IBC SECTION 1710 MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. 20. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL TIMBER JOISTS AND MULTIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "HU" SERIES JOIST HANGERS, UNLESS OTHERWISE NOTED. 21. ALL TIMBER CONNECTORS IN CONTACT WITH PRESSURE -TREATED WOOD THAT USES PRESERVATIVE CHEMICALS OTHER THAN DOT SODIUM BORATE (SBX) WITHOUT NcSi02 SHALL BE MANUFACTURED FROM ZMAX STEEL BY SIMPSON (G185 STEEL PER ASTM A653), OR TYPE 304 OR 316 STAINLESS STEEL. ALTERNATIVELY, CONNECTORS CAN BE POST HOT DIP GALVANIZED PER ASTM A123 OR MECHANICALLY GALVANIZED PER ASTM B695, CLASS 55 OR GREATER. STAINLESS STEEL FASTENERS SHALL BE USED WITH STAINLESS STEEL CONNECTORS, AND HOT DIP GALVANIZED FASTENERS PER ASTM A153 SHALL BE USED WITH GALVANIZED CONNECTORS. 22. ALL WOOD DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 OR CURRENT ICC-ES REPORT NER-272. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH OWNER REPRESENTATIVE AND STRUCTURAL ENGINEER. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF LAG SCREWS SHALL CONFORM TO 2005 NDS SECTION 11.1.3 AND INSTALLATION OF BOLTS SHALL CONFORM TO NDS SECTION 11.1.2. 23. ALL NAILS SPECIFIED ON THE DRAWINGS WERE DESIGNED TO BE COMMON NAILS. MINIMUM NAIL DIAMETER AND LENGTH SHALL BE AS FOLLOWS: 10d 0.148" X 3" 16d 0.162" X 3-1/2" 24. WOOD GLUE SHALL CONSIST OF T-88 STRUCTURAL EPDXY ADHESIVE BY SYSTEM THREE RESINS, INC. INSTALLED PER THE MANUFACTURERS SPECIFICATIONS. ALL SURFACES MUST BE CLEAN AND FREE FROM DEBRIS PRIOR TO APPLICATION. IBC REFERENCE 0 EQUIPMENT BRACING: 1705.11 25. ALL WATER HEATERS TO BE BRACED TO ADJACENT STRUCTURE WITH SEISMIC STRAPS. WATER HEATERS LARGER THAN 30 GALLONS SHALL HAVE 2 STRAPS PLACED AT 1/3RD POINTS IN HEIGHT. WATER HEATERS LESS THAN 30 GALLONS SHALL HAVE ONE STRAP AT MID -HEIGHT. TABLE 1705.3, ITEM 4 ~ II I IPERIODIC INSPECTION INSPECTOR IS ON SITE T TIME INTERVALS EVNECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH E APPROVEDPLANS AND SPECIFICATIONS. TIIONS STRUCTURAL OBSERVATION PER IBC SECTION 1704.5 WILL BE PERFORMED BY THE STRUCTURAL ENGINEER -OF -RECORD DURING CONSTRUCTION AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION CONSISTS OF VISUAL OBSERVATION FOR GENERAL CONFORMANCE TO THE CONSTRUCTION DOCUMENTS AND DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTIONS 108, 1704, OR OTHER SECTIONS OF THE IBC. ANCHORAGE: 11. EPDXY -GROUTED RODS OR REBAR TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET-XP EPDXY ADHESIVE ANCHORS" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICC-ES EVALUATION REPORT NO. ESR-2508, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC-ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF EPDXY -GROUTED ANCHOR INSTALLATION IS REQUIRED. EPDXY GROUTED RODS OR REBAR SHALL NOT BE USED AS SUBSTITUTES FOR CAST -IN -PLACE ANCHOR BOLTS OR REINFORCING STEEL UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. NOTIFY ENGINEER IF BOLT LOCATIONS CONFLICT WITH REINFORCING STEEL - DO NOT CUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. 2508 OR 2322 WHERE A TORQUE TEST IS REQUIRED. 12. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING EMBEDMENT DEPTHS FOR ANCHORS AT CONCRETE: 1/2" DIAMETER ROD ...................... 4-1/2" 5/8" DIAMETER ROD ...................... 4-1/2" 3/4' DIAMETER ROD ...................... 6" 7/8" DIAMETER ROD ...................... 6" RENOVATION & REPAIR: 13. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DRILLING, WHERE USED, SHALL NOT CUT EXISTING REINFORCING. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF AND 20 PSF AT ROOFS. 14. CONTRACTOR SHALL CHECK FOR DRY ROT, SPLITTING, CHECKING, HANGER DETERIORATION AND EXISTING DAMAGE AT ALL EXISTING WOOD FRAMING MEMBERS IN AREA OF WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER. 15. IF HOLE IN CONCRETE WALL SHOULD COMPLETELY PENETRATE THE WALL, THE CONTRACTOR IS RESPONSIBLE FOR FILLING, PATCHING AND PAINTING THE HOLE TO MATCH EXISTING CONDITIONS. 0 16. CONTRACTOR TO REPORT ALL CRACKS GREATER THAN 0.5MM IN WIDTH TO OWNER AND ENGINEER. CRACKS GREATER THAN 0.5MM TO BE REPAIRED USING EPDXY INJECTION TECHNIQUES. CONTACT: PETE BARLOW, CONTECH SERVICES INC., (206) 763-9877. 26. ROOFTOP HVAC EQUIPMENT SHALL BE DIRECTLY ANCHORED TO THE STRUCTURE OR CURB. PROVIDE ONE (1) 2" X 20 GA STRAP WITH (2) #10 SCREWS EACH END AT EACH CORNER OF UNITS. STRAPS SHALL BE INSTALLED SO AS TO NOT ALLOW WATER INTRUSION INTO THE ROOF FRAMING SYSTEM. 27. INTERIOR GAS -FIRED SPACE HEATERS SHALL BE BRACED FOR SEISMIC LOADS USING MINIMUM 10 GA SPLAY WIRE AT 45 DEG IN EACH CORNER. ALTERNATELY, UNISTRUT P1000 BRACING MAY BE USED. CONNECTIONS TO STRUCTURE SHALL BE . INTO TOP HALF OF PURLINS OR GLULAM BEAMS. NO CONNECTIONS TO 2X MEMBERS OR ROOF SHEATHING ARE PERMITTED. 28. INSTALL AUTOMATIC SEISMIC GAS SHUTOFF VALVES ON GAS MAINS. VALVES TO BE CALIFORNIA VALVE MANUFACTURED BY KOSO OR THE LITTLE FIREFIGHTER AS MANUFACTURED BY FIREFIGHTER GAS SAFETY PRODUCTS. VALVES TO BE SIZED FOR LINE ' DIAMETER AND PRESSURE, AND FOR CORRECT ORIENTATION (VERTICAL OR HORIZONTAL). VALVES TO BE INSTALLED BY A CERTIFIED GAS CONTRACTOR OR COMPANY. PROPERTY ADDRESS: 18852 - 18872 72ND AVENUE S. KENT, WA 98032 BUILDING OWNER: 790 ANDOVER, LLC CONTACT: JOHN BREKKE (425) 451-1511 STRUCTURAL ENGINEER CASCADE CREST CONSULTING ENGINEERS CONTACT: EUGENE TRAHERN, SE (541) 549-1331 BUILDING DEPARTMENT CITY OF TUKWILA, BUILDING DIVISION/PERMIT CENTER CONTACT: (206) 431-3670 REF: SITE PLAN N.T.S. E Pi'1IT F I. QU,^7D FOR: [;'(Aachanim C4t2cwCat 01 i-ll robing aldaS Pa C Tt*.raa .r REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2015 . W4., City of Tukwila BUILDING DIVISION v 4: ;'apprtavel is subject to errors and ornis; �!-onszruction documents darns rlcyt FILrih ;n of c.1 y radoptod coda or ordinance. R d Hold Copy and co Is is acknowle ly: -- ate: 3 4 i, � City of Tukwila, BUILDING DIVISION REVISIONS No changes sholi he) r rode to the scope of work rtitho� i pricr approval of Building Division. vriii require a new plan submittal zad may include additional plan review fees. � PROJECT SCOPE: ICINITY MAP T.S. v THE SCOPE OF WORK IN THESE DOCUMENTS SHALL BE CONSIDERED A PARTIAL VOLUNTARY SEISMIC UPGRADE WHICH IS INTENDED TO IMPROVE THE SEISMIC PERFORMANCE OF THE STRUCTURE. THE SCOPE IS LIMITED TO OUT -OF -PLANE WALL ANCHORAGE AT THE TILT -UP PANELS AND CONTINUITY TIES TO TRANSMIT THE LOADS INTO THE ROOF DIAPHRAGM. THIS UPGRADE IS NOT INTENDED TO, NOR DOES IT BRING THE ENTIRE BUILDINGS' STRUCTURAL SYSTEMS INTO COMPLIANCE WITH THE CURRENT CODE. SHEET INDEX: S1 GENERAL STRUCTURAL NOTES, SITE PLAN S2 ROOF FRAMING PLAN S3 DETAILS RECEIVED CITY OF TUKWILA DEC 11 2015 PERMIT CENTER L. T oF�u s '^tiI Y 2.7733 y,``rSl�O,VAL �rr EXPIRES 10/28/16 O � N Q W o U ry -� .E Q 0 (n n- _S Cn p L_ � 0 T1-- 0 Ile i- 0 H O z H > Q a� F- 0 z W Iz 0 C>7 W J n Q H � � � w �zw W � r„ 0 Cn PROJECT NO. 15-0240-01 PERMIT SET REVISIONS: IL W Z Z H A DRAWN BY: ELT DATE: 9 /11 /15 COMPUTER FILE: SCALE: 1 2 3 (::4 5 6 7 4/S3 @9' MAX O.C. BETWEEN GLB, TYP 8 350'-0" 50'-0" TYP < 15/S3 TYP AT GLB 3/S3 ACROSS FIRST PURLIN IN LINE WITH 4/S3 V --y 11LLIll_�_J A II � I II �i I II 9/S3 @ 8' 15/S3 TYP A OC, TYP GLB 4IN i NOON I� CD OI I II I II II jl II I �I �I it n 8/S3 ACROSS GLB iIi' AT 25' P �p 13 S3 ACROSS S � HINGE CONNE GLB i i TIONS TYP 15/S3 TYP AT GLB 9/S3 82 OC, r O.C. AT i - ---- 4 E) 8/S3 AT 25' TYP ii i 18/S3 FOR 0 CONDITION FSET GJLa REVIEW ED FOR CODE COMPLIANCE APPROVED 3/S3 ACROSS i--------�---------- IF -IT i ii �I 3/S3 ACROSS i _ I ---------�-h:4F-------- i IFl " DEC 31 2015 LINE WITH 5 / 9 i It ��' �I � i i � ii ii LINE WITH 5/S3i i �� � I i City of 7ulcwila UIL DINGDIVISIQW IN IN /1N DI_ 5/S3 @ 8' OC � 5/S3 @ 8' OC � —4/S3, 3/S3 0 BOTH SIDES OF BOTH SIDES OF TYP AT WALL 4/S3 @ 8' OC WALL 4/S3 (� 8' OC BUMPOUT AT SPANDREL. — G AT SPANDREL. i�==�i iF===ai �t---�� F=_�i 9/S3 @ 8' � / 9/S3 C�? 8 �_--� F —� C, TYP ALIGN WITH 9/S3 @ 8' � i�-=�i ALIGN WITH � RECEIVED 5/S3 AT WALL OC, TYP 5/S3 AT WALL OC, TYP � CITY OFTUKWILA ' .,DEC 17 2015 Z ANDOVER PARK EAST PERMIT CENTER NY AS 7733 EXPIRES 10/28/16 Q Ld o U ry -� (n n-- FD cn C3 >1 i LLJ > . 0 O H o H> Q a z z I W o H o n- w PROJECT NO. 15-0240-01 PERMIT SET REVISIONS: tj Z Q� °z `- DRAWN BY: ELT DATE: 9/11 /15 COMPUTER FILE SCALE: it - All vw•�nwinw nniw�.n AND SPRAY WITH RUST INHIBITOR PAINT. INSTALL NEW U24R HANGER OVER EXISTING HANGER. NOTE: 1. THIS DETAIL TO BE USED AT LOCATIONS WITH SINGLE DAMAGED SUBPURLINS SCALE: 1"=1, —0 EXIST. ROOF SHEATHING (E) GLULAM BEAM NOTE: 1. FOR ALTERNATE - SEE DETAIL 7/S3. SCALE: 1 "=1'-O" EXIST. ROOF r SHEATHING EXIST. 2x4 —J CUT FOIL INSULATION 2" AWAY FROM PURLIN FOR FULL LENGTH, TYP. EA SIDE (N) 3/8" THICK PLATE BENT AROUND PILASTER W/ (6) 3/4" HILTI KWIK BOLT TZ, EMBED 41 " (N) BENT PLATE SCALE: 1 "=2'-O" EXIST. ROOF SHEATHING o U-0ii . EXIST. 2x4 2 4 SISTERED (2) CT-24-4 ® 8'-0"oc MAX. W/ WO ROD. PLACE ON SAME 2x4 SUB-PURLIN AS WALL ANCHOR W/ 16d NAILS ®6"oc EXIST. 2x4 TO EXIST 2x4 (E) 4X OR OSWJ (SIM) 2x12 WHERE READ. PER DETAIL 5/S3 PURLIN^ ANDTIGHTAGAINST NOTES: WS214-2 SUBPURLINS. ATTACH WITH j" X 4" LAG SCREW 1. USE (2) #10 x 11" SD SCREWS FOR LUS214-2 ® WOOD NAILER BENEATH EACH EXISTING 2. ALTERNATE MAY USE 15/S3 AT OWSJ 8 2X SUBPURLIN ALTERNATE USE SDS J"X34" AT 12" O.C. . NOTE: 1. THIS DETAIL TO BE USED AT LOCATIONS WITH MULTIPLE DAMAGED SUBPURLINS SCALE: 1 "=1'—O" SCALE: 1 "=1'-0" rVICr rvlrr nilnlui EXIST. DAMAGED 4X PURLIN EXIST. ROOF SHEATHING EXIST. DAMAGED 4X PURLIN ELEVATION EXIST. 2x4 EXIST. 2x4 BRUSH EXISTING HANGER AND APPLY DUCT TAPE OVER METAL. INSTALL (N) HU HANGER OVER EXISTING. (E) GLULAM BEAM__j NOTE: 6 1. FOR ALTERNATE - SEE DETAIL 6/S3. SCALE: 1 "=1'-O" EXIST. 2x4 EXIST. 4X PURLIN PLAN NOTE: EPDXY REPAIR ALL CRACKS LARGER THAN 0.5MM WITHIN 4 FT OF BEAM SEAT. PLAN 41" (N) L3X3Xj" X 1'-0" W/ (2) J" DIA M.B. USE MIN 2X2Xj" WASHERS ON REVERSE SIDE. 7 SCALE: 1 "=1'-O" HANGER REPAIR NOTES: 1. CUT FOIL INSULATION BACK ON ALL SUBPURLINS PER DETAIL 11/S3 2. SUBPURLIN HANGERS WITH HEAVY OXIDATION OR RUST SHALL BE REPAIRED PER DETAILS 1/S3 OR 2/S3. 3. PURLIN HANGERS WITH MODERATE TO HEAVY RUST SHALL BE REPAIRED PER DETAILS 6/S3 OR 7/S3 4. ENGINEER SHALL BE NOTIFIED IF RUST DAMAGE IS OBSERVED ON GLULAM BEAM CONNECTIONS OR OTHER STEEL STRUCTURAL MEMBERS. EX,. ELEVATION NUT W/4X4X1/4 ELEVATION 17 NOTE: PLAN 1. CONTACT ENGINEER IF OFFSET > 2'-0" )D EA. SIDE S �L 1. IF BAY LENGTH IS LESS THAN 4FT LENGTHEN ROD & INSTALL HARDWARE IN SECOND BAY 0 CT-44-5 HOLDOWNS EA. EXIST. ROOF SIDE ® 8'-0"oc EXIST. SHEATHING PER PLAN LEDGER d' z co � a a 4 • 2x4 SISTERED TO EXIST. 2x4 W/ 16d NAILS ® 4"oc ° STAGGERED & (1) A34 A -A EA. END as EXIST. CONCRETE WALL d d 1. USE (2) #10x 1j" SD SCREWS FOR LUS214-2 AT WOOD NAILER OR TOP PLATES 2. IF BAY LENGTH IS LESS THAN 4FT LENGTHEN ROD & INSTALL HARDWARE I ND BAY 2x12 & 2x8 SISTERED TO EXIST. 2x4 W/ 16d NAILS ® 4"oc STAGGERED & EXIST. ROOF LTP4 ® 1'-6"oc, EXIST. SHEATHING LUS214-2 EA. END W/ (2) TOP R SDS"X3" SCREWS TO T.P. 16d ® 4"oc A —A CT-44-5 HOLDOWNS EA. (E) 4X PURLIN SIDE ® 8'-0"oc 16d ® 4"oc 16d ® 4"oc EXIST. 2x4 d (N)2x4 2x12 A —A A —A J�j A 3 14 SCALE: 1 "=1'-0" SCALE: 1 "=1'—O" EXIST. ROOF SHEATHING �y w Cl w EXIST. 4x CT- 44-5 HOLDOWNS EA. SIDE ® 8'-0"oc PER PLAN EXIST. CONCRETE WALL SCALE: 1 "=1'-O" NOTE: 1. MOVE HARDWARE BACK AND PROVIDE LONGER ROD IF REQUIRED FOR MINIMUM PANEL EDGE DISTANCE. CT-44-5 EA SIDE PER PLAN EXIST. BEAM PER PLAN 13 SCALE: 1 "=1'-O" )D 0) 1111111115 12 3 MAX �- ROD COUPLER IF REQD EXIST. CONCRETE WALL EXIST. ROOF SHEATHING EXIST. 4x PER PLAN EXIST. CONCRETE WALL EXIST. 2x4 LTP4 ® 1'-6"oc 2x8 0 C1 w CT-44-5 HOLDOWNS EA. SIDE ® 8'-0"oc PER PLAN EXIST. CONCRETE WALL SCALE: 1 NOTE: 1. FOR CONNECTION AT PANEL JOINT, SEE 14/S3 EXIST. ROOF SHEATHING EXIST. BEAM 14 SCALE: 1 "=1'—O" HOLDOWN SCHEDULE HOLDOWN WOOD CONNECTION WALL ANCHOR CONTINUITY TIE ALTERNATE CONNECTION' CT-24-4 (2) 1 /2" DIA. 1 /2" DIA. (EMBED 44") 1 /2" DIA. HD3B CT-44-5 (4) 1 /2" DIA. 5/8" DIA. (EMBED 44") 5/8" DIA. HD5B CT-64-6 (6) 1 /2" DIA. 3/4" DIA. (EMBED 64") 3/4" DIA. HD713 CT-64-6 (6) 1 /2" DIA - 3/4" DIA. HCSTR3 CT-84-7 (8) 1 /2" DIA - 7/8" DIA. HCSTR4 NOTE: 1. WALL ANCHOR TO BE EPDXY GROUTED PER GENERAL NOTES. 2. ZONE FOUR HARDWARE INSTALLED IN PAIRS 3. ALTERNATE CONNECTION IS SIMPSON HARDWARE • dQ . d d •• d 5 EXIST. TOP R Q REVIEWED FOR CODE COMPLIANCE APPROVED ,q DEC 31 2015 CRY of Tulmila BUILDING DIVISION_? RECEIVED CITY OF TUKWItA DEC 17 2015 PERMIT CENTER 20 M 4 U �to to z �5 z °o z F � J z rn v c n 0 U pN m xo w ,n m 12 U Lo N Qrd; U •- a V) O 0, Q W O 4_j U ry -� Q (n 0- V) r p .. a O I-- ��z Q U> O a J Q W 0 W H W PROJECT NO. 15-0240-01 PERMIT SET REVISIONS: 0 z is Z Q� o z 114141 DRAWN BY: ELT DATE: 9 /11 /15 COMPUTER FILE: SCALE: