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Permit D18-0260 - AUTOMATED EQUIPMENT CO - CRANE RAIL SUPPORT
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D18-0260 AUTOMATED EQUIPMENT COMPANY 10828 E MARGINAL WAY S THE ABOVE MENTIONED Page # DIGITAL Code RECORDS PERMIT FILE INCLUDES Exemption (DR) EXEMPTION LOG THE FOLLOWING REDACTED INFORMATION Rr1 Explanatory Description StatutelRule Personal Information — The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 45 DR2 Financial Information — RCW 42.56.230(4 5) account numbers, which are exempt from disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. 42.56.230(5) (7a) Redactions contain information used to prove identity, age, residential address, social security number or other personal information Personal Information — required to apply for a driver's license or RCW DR3 Driver's License. — RCW identicard. 42.56.230 42.56.230 (7a & c) (7c) Any record pertaining to a vehicle license plate, driver's license, or identicard issued under (7a & c) RCW 46.08.066 that, alone or in combination with any other records, may reveal the identity of an individual. Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW DR4 Attorney -Client Privilege — RCW 5.60.060(2)(a); RCW disclosure pursuant to RCW 5.60.060(2)(a), which protects attorney-client privileged 5.60.060(2)(a); RCW 42.56.070(1) communications, and RCW 42.56.070(1), which protects, under the PRA, information exempt or prohibited from disclosure under another statute. 42.56.070(1) AUTOMATED EQUIPMENT CO INC 10828 E MARGINAL WAY S D18-0260 Parcel No: Address: City of Tukwila ,061 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0323049164 10828 E MARGINAL WAY S Project Name: AUTOMATED EQUIPMENT CO INC Permit Number: D18-0260 Issue Date: 10/3/2018 Permit Expires On: 4/1/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: E MARGINAL WAY PROPS LLC 3006 NORTHUP WAY STE 101, BELLEVUE, WA, 98004 BRIAN THORPE 10847 E MARGINAL WAY S, TUKWILA, WA, 98168 AUTOMATED EQUIPMENT CO INC 10847 E MARGINAL WAY S , SEATTLE, WA, 98168 AUTOMEC0033RD AUTOMATED EQUIPMENT CO INC 10847 E MARGINAL WAY S , TUKWILA, WA, 98168 Phone: (206) 767-9080 Phone: (206) 767-9080 Expiration Date: 4/2/2019 DESCRIPTION OF WORK: ATTACHING OF HANGER BRACKETS TO GLULAM BEAMS TO SUPPORT CRANE RAIL Project Valuation: $12,750.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $623.37 Occupancy per IBC: F-1 Water District: TUKWILA Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: NIfA Date: °Nc6 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 developm-nt pe mit and agree to the conditions attached to this permit. Signature: Print Name:` Date: (5/3 5/3/5/ 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 for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: AH plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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 4026 SI-STRUCT STEEL 4004 SI -WELDING CITY OF TU%R Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Peri No. bC S— Project No. Date Application Accepted: 3—? --1 ( 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** SITE LOCATION Site Address: 10828 East Marginal Way S. Tenant Name: Automated Equipment Co., Inc. PROPERTY OWNER Name: McConkey Development Company Address: 3006 Northup Way, #303 City: Bellevue State: WA Zip: 98004 CONTACT PERSON — person receiving all project communication Name: Brian Thorpe Address: 10847 East Marginal Way S. City: Tukwila State: WA Zip: 98168 Phone: (206) 767-9080 Fax: (206) 767-9077 Email: brian@aegates.com GENERAL CONTRACTOR INFORMATION Company Name: Automated Equipment Co., Inc. Address: 10847 East Marginal Way S. City: Tukwila State: WA Zip: 98168 Phone: (206) 767-9080 Fax: (206) 767-9077 Contr Reg No.: AUTOMEC033RD Exp Date: 04/02/2019 Tukwila Business License No.: BUS -010847 H:Wpplications\Forms-Applications On Line\2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 0323049164 Suite Number: 10828 Floor: 1 New Tenant: 2 Yes ❑..No ARCHITECT OF RECORD Name: 148C8` /1+,5 i O M f Company Name: Lund Opsahl Company Name: N/A Engineer Name: Peter Opsahl CitY:TO KO L1A Architect Name: City: Seattle State: WA Address: Phone: (206) 402-5156 Fax: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: 148C8` /1+,5 i O M f Company Name: Lund Opsahl Address:1(7s if 1 se /j// Engineer Name: Peter Opsahl CitY:TO KO L1A Address: 1201 1st Ave. S., Suite 310 City: Seattle State: WA Zip: 98134 Phone: (206) 402-5156 Fax: Email: popsahl@lundopsahl.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 148C8` /1+,5 i O M f bb cw ilom -JET Co, I Address:1(7s if 1 se /j// i\AL..., \fs/ J CitY:TO KO L1A State: k ,�, Zip 1g/Ge Page 1 of 4 BUILDING PERMIT INFORMATIO106-431-3670 Valuation of Project (contractor's bid price): $ 12,750 Describe the scope of work (please provide detailed information): Attaching of hanger brackets to glulam beams to support crane rail. Will there be new rack storage? 0 Yes Existing Building Valuation: $ 9,051,500 (Q.. No If yes, a separate permit and plan submittal will be required. Provide AU Building Areas in Square Footage Below 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? 0 Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers m Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes1%No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8.9-11.docz Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s` Floor 7,750 III F-1 2nd Floor 3rd 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? 0 Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers m Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes1%No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8.9-11.docz Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOOTION — 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 m ...Tukwila ❑ ...Water District #125 0 ...Water Availability Provided Sewer District 0 ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline ❑...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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 apply): ❑ ...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 - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension ❑ ...Water Main Extension Public 0 Public 0 WO # WO # WO # Private 0 Private 0 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size 11. FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Upplications\Forms-Applications On Line \2011 ApplicaiionsV'ermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 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 OR AUTHORI Signature: Print Name: Brian Thorp /NT: Mailing Address: 10847 East Marginal Way S. H: Applications\Fonns-Applications On Line \2011 Applications\Petmit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 08/21/2018 Day Telephone: (206) 767-9080 Tukwila WA 98168 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila R1531 DESCRIPTIONS I ACCOUNT ' QUANTITY PermitTRAK PAID $394.58 .D18-0260 Address: 10828 E MARGINAL WAY S Apn: 0323049164 $394.58 DEVELOPMENT $376.98 PERMIT FEE R000.322.100.00.00 0.00 $351.98 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $17.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15531 R000.322.900.04.00 0.00 $17.60 $394.58 Date Paid: Wednesday, October 03, 2018 Paid By: AUTOMATED EQUIPMENT CO INC Pay Method: CHECK 072202 Printed: Wednesday, October 03, 2018 8:44 AM 1 of 1 ,. 3 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID $228.79 $228.79 $228.79 $228.79 $228.79 PermitTRAK D18-0260 Address: 10828 E MARGINAL WAY S Apn: 0323049164 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15220 R000.345.830.00.00 0.00 Date Paid: Tuesday, August 21, 2018 Paid By: AUTOMATED GATES Pay Method: CHECK 072051 Printed: Tuesday, August 21, 2018 3:20 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSP ON 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 0/14- PZioc, Project: q /f�e/%�N 7Ci /�Type E7✓114112,► off Inspection: KALI/I. 4 -75;144.--- Address: /oBi20 E i/444i,"c, Date Called: 6 r- Special Instructions: A -LS f L44111.- / Date Wanted,:�Q Q a.m. Requester: Phone No: T Approved per applicable codes. COMMENTS: 8/iiz4 afro/ r;',0111 r 4(5 -- Corrections equ;r riot zDmr�oy�al. Date// Z8� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 17 ri STRUCTURAL CALCULATIONS 18-105-01 Rail Crane Feasibility Study 10847 E Marginal Way S Seattle, WA 98168 for Automated Gates & Equipment August 8, 2018 REVIEWED FOR p CODE COMPLIANCE APPROVED SEP 2 6 2018 City of Tukwila BUILDING DIVISION b'so2bo CITY OF TUKWILA AUG 21 2018 PERMIT CENTER 1201 First Avenue South, Suite 310 1 Seattle, Washington 98134 1 206-402-5156 1 www.Iundopsahl.com ProJect ANNEX SITE Subject 1000 LB RAIL CRANE STUDY Client AUTOMATED GATES EQUIPMENT Designer RNR www.iundopsahi.com I Tel:206.402.5156 Sheet Page No Project No 18-105-01 Date 8/8/2018 Design Approach Summary: An existing shop building is evaluated to learn if there is capacity to support a new rail crane from the roof framing. The new crane rails will be hung from the existing glulam roof beams, and the crane will have a maximum lifting load of 10001b. The existing shop building is one story; glulam beams support the roof and bear on interior steel posts and exterior concrete tilt -up bearing walls. Lateral loads are carried by the concrete tilt -up walls and wood -sheathed roof diaphragm. Addition of new equipment is a Level 2 alteration as defined in 504.1 of the 2015 IEBC. Per 2015 IEBC section 807.4, a structural element whose stress is not increased by more than 5 percent (from gravity loads) is exempted from needing to meet IBC requirements. The following calculations demonstrate that the added Toad from the new rail crane will not increase the glulam beam stress by more than 5%, and thus no structural modifications are needed to support the new rail crane. Likewise, per section 807.5, the new rail crane will add a very small amount of mass to the overall building lateral system. The increase in design lateral loading will be much less than 10%, thus the lateral system is permitted to remain un -altered. Project _ P1NNe'}C _iS 1 -re- Subject PESubject 1 k GRA1,16 STUDY Client NAOM.krEO gr-A:rES _ E01, _ . Designer. _ _ +Z r.:3 R.. _ www.lundopsahl.com I Tel: 206.402.5156 Sheet Page No Project No. Date 13 2 -CS ►$ si-Lett' c.aectaIiy 0.0 (e) r oo-P -'rc .4.4.i 4-0 sc.t?Pam o. rte' -J Cod v"Adto1Jj p 04,Grp.v►t bc�,i A l0Oo IL Ir_I}i"g Grip4c;4y C.1/1cc!< +ho+ new crate w;11 a dc. 1455 4IA4h .S1 o4 - (C) 10 #.4 1 046t •S C.rav►e stoveor►-s tatIt 6.0, conn eco e.. +e= -LB 6fr. r, CE) La4.61s; LL (ad55 4.4 w+6.4104.. t",0:043 LL) (r � aucrcd ^a t t4o,y ) D L = 7,t' she-.i-t�t,,� A'r o. 6 2.$ e 2 o. 1 Hy i Z &LB 6 eo $-o' 2.5 1 IAs(.4.A.,-tan 1 MF P 1 1 R©arin 42‘442. nit g.S > 0,.s$ Ioes.4 6-L3 [C GLu LAAA. 8.244 44%! t43;- , o ri%1A0A 1 a, 2_:c, -0 A! wats+ c o.se. 1 114e-64 1/,.. lt-ti" 151-5v k.Cr v. 4,4 21,15 Jr 61-6 M ewatae.r 5; ze, 4 r e tAs 1 4 -ion 2.144 W Dlarsf)+ 0.7s(2ofM+ 0,75(z5 -/s1 (20) ' $75 pts (ksD.) 2r75p) 4 6-11.5 (r) 2,4% k-fi- 641,54-1,534Y Project ttN N my. SITE Subject Client Designer www.iundopsahl.com 1 Tel: 206.402.5156 Sheet Page No Project No Date VJ144. a•lcted. 1k crom• IeaoR, ; {Icolb ' I;orA44 crc n e A.) rat ;1 c r.., rn I C.00- 4/ w.I/ I 4, d 11-Z Z2,1� r ( /. 514 agotr ly1 cc, Sta. Vncw View (z2_2.1 .4164 11 w %z2,`Gk. I- I c .rc r_tnepezis..... 27 Me., sr Z6 ss t` ZI rq2 M- 40 ` 4- Pat. V �L FV5P10641.54-1- ,, (1 Ibis i,1674 3' 3 tiq,5$ = (04'13. I 't (Addeo( crava.. 241$ 1pr$4 r I,2.k- = 279, 2 k- m 1,023 = 2,3/x, in�r ctasc S% dk t/ 1,04C - 11,61e increase G 5/e o%t/ e 1.4$7 = 3,71e incregrse ak ✓ a+ GLB Size +( ton I,OyZ = 11.2% ieic,,e.ks.a. < 1. ote✓ a.+- 6-12> s u t tisc v% 16414•41"' ),G12_ 6L✓ 164 2.at5 168C W7.'-1, do not• rle Q- c"s3k GCA ne. t II I,► .f eC1 S$ Ct)64.a iOi:eCts Ion/ (c4S TNGN 57, Project 44t•3 e%)4 Srte Sheet Subject 1k E ST i.( 17.2) �( Page No. Client Atiderat.SA.Oka &ISTE3 EQUtSMENT' u Project No. Desigse+ PQ *** -1 I - - - - - -- Date 15 www.lundopsahl.com 1 Tel: 206.402.5156 eare' Grawe_l Ra -,k Coy) n eJ1c,, +o a) 1:14- u (0.'1 e L"ktt -a ASSeA)m-c ex%p41 n.n can ct`e t - 14- �at I �s Soho( con c r�4.�, S 1%bk . L ti ,1 ife ,A- rAT ('= Iooal� roaw:r. , bof4eeL 4oCar/ c, W aI1, LSx6x% x 6`-6/ tfey,0. AAL4.= I, C (►aoo 1/10(9 1./1) 6 /toc> Ic- Arriye Z.-8 K G �S ' ffn (-5/ix 6, • 12� 654 ib - pcf�= c).51 SLteoc v4nG1Q ck toy fn'sAeC"I•`p,r1 Lt 1 Dara fb_ '1� L' 1 SEr 3 (21 or o k5; b n (s/ o • 006.,E �2 c)06sn 663 ;-or avid t4 s( lo f. c&nn cc.+roh - v +�n ree e.4.- ra.A. ; h ,1-c.►�► s iav► � Tt.. ' I, 6 C t epao )b) = /60c 4). u r3 a5 oad A-54 cGr1 e-, 1-04111 ict,L 1.1 N;0. c.gIc ern = 0 ,1 (sGk0 .11 )(g)1("Tn r 111-10 IL 14co /lo o c ✓ acct - o,l 6 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Profis Anchor 21.6 Page: 1 Project: Sub -Project I Pos. No.: Date: 8/8/2018 Specifiers comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Geometry (in.] & Loading [Ib, in.lb] Kwik Bolt TZ - CS 1/2 (2) het,act = 2.000 in., hnom = 2.375 in. Carbon Steel ESR -1917 5/1/2017 1 5/1/2019 Design method ACI 318-14 / Mech. eb = 0.000 in. (no stand-off); t = 0.500 in. Ix x lr x t = 8.000 in. x 6.000 in. x 0.500 in.; (Recommended plate thickness: not calculated no profile cracked concrete, 2500, f, = 2,500 psi; h = 8.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar �i�ul�IViN SAFE:ET z Et Input data and results must be checked for agreement with the existing conditions and for plausibility! www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Profis Anchor 2.7.6 Page: 2 Project: Sub -Project I Pos. No.: Date: 8/8/2018 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 125 250 250 0 2 125 250 250 0 3 125 250 250 0 4 125 250 250 0 max. concrete compressive strain: - [°160] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 500 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension load 03 Tension 01 04 02 Load NYe [Ib] Capacity + N„ [Ib] Utilization 13N = N„ Status Steel Strength* 125 8,029 2 OK Pullout Strength* N/A N/A N/A N/A Concrete Breakout Strength** 500 4,297 12 OK * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength N60 = ESR value refer to ICC -ES ESR -1917 4, N. a NU8 ACI 318-14 Table 17.3.1.1 Variables Ase,N DO] fits [Psi] 0.10 Calculations N,e [Ib] 10,705 Results N88 [Ib] 10,705 106,000 $ steel 0.750 4) N. [Ib] Nua [Ib] 8,029 125 Inn,,) data and ra*ofc moat ha rharkad fnr anraamant with ih* a, *tion rnnditinnc and fnr nlm.sihilHul www.hilti.us Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 3 Project: Sub -Project 1 Pos. No.: Date: 8/8/2018 3.2 Concrete Breakout Strength ANc Ncbg =(e co)Wec,NWed,Nwc,NWcp,NNb NCbg Z Nua ANC see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANS = 9 het 1 1+2eN 51.0 3 her = 0.7 + 0.3 (1 5het) 5 1.0 = MAX(y 1.5het) 51.0 elm clic /h� KY W ec,N W ed,N W cp.N Nb Variables her [in.] 2.000 cec [in.] 4.500 Calculations ANC [in.2] 99.00 Results Nog [Ib] 6,611 eet,N [in.] ec2,N [in.] 0.000 0.000 ke X. 17 1.000 ACI 318-14 Eq. (17.4.2.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) Ce,min [in.] b ANco [in.2] W ect,N 36.00 1.000 fe [psi] 2,500 i concrete t Nag [Ib] 0.650 4,297 W e,N 1.000 W ec2,N W ed,N 1.000 1.000 Nua [Ib] 500 4r cp,N 1.000 Nb [ib] 2,404 Inn... Anln nnA roe.aee m„c1 hn nhnn4dl fn, nnron.nnnl win, flw uvielinn mrvlair.., en.l 4......., , hilil..1 www.hilti.us Company: Specifier: Address: Phone 1 Fax: E -Mail: Prods Anchor 2.7.6 Page: 4 Project: Sub -Project I Pos. No.: Date: 8/8/2018 4 Shear load Load V„a [Ib] Capacity $ V„ [Ib] Utilization pv = V„a/$ V„ Status Steel Strength* Steel failure (with lever arm)* Pryout Strength"" Concrete edge failure in direction ** * anchor having the highest loading 4.1 Steel Strength V,a = ESR value 4, Vateel 2 Vua Variables Ase,v [in•2] 250 N/A 1,000 N/A *"anchor group (relevant anchors) refer to ICC -ES ESR -1917 ACI 318-14 Table 17.3.1.1 futa [psi] 0.10 Calculations V„ [Ib] 5,495 Results V,a [lb] 5,495 106,000 steel 0.650 Vs„ [Ib] 3,572 4.2 Pryout Strength ANc Vcpa = Ks, [(t) w ec,N w ed,N w c,N w cp,N Nb] Vcp2Vua ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANcO = 9 het 1 1+2ei 51.0 3 haf =0.7+0.3(�'min)51.0 1.5hef = MAx/c211�a 1.5haf\ 51.0 I, '�cec ca. =kc%a �Ichef w ec,N w ed,N w cp,N Nb Variables 1 wc,N 1.000 Calculations ANc [in 2] 99.00 Results VsPO [Ib] 6,611 het [in.] 2.000 Cac [in.] 4.500 ANco [in 2] 36.00 4, concrete 0.700 ed,N [in.] Vua [lb] 250 3,572 N/A 4,628 N/A ACI 318-14 Eq. (17.5.3.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) ec2,N [in.] 0.000 kc 0.000 17 w ec1,N 1.000 VcP9 [Ib] 4,628 1.000 w ec2,N 1.000 Vua [Ib] 1,000 Ca,min [in.] ( [Psi] 2,500 w ed,N 1.000 7 N/A 22 N/A W cp,N 1.000 OK N/A OK N/A Nb [Ib] 2,404 Inn.d Ante enA roe. Jt* rn„et he rhurJruA fnr nnroom*M with Zhu uviefinn mnAeinne anA fox nln,, ihilifvl www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Profis Anchor 2.7.6 Page: 5 Project: Sub -Project 1 Pos. No.: Date: 8/8/2018 5 Combined tension and shear Toads pN �„ Utilization RN,V [%] Status 0.116 0.216 5/3 11 OK RnN= +0,<=1 6 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means Toad re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The 0 factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • Hilti post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Inn it .lain anti rom tH mt N ha rhar.4aA fnr anraamant with tha avintinn mnritinnn and fnr olaucihilifvl www.hiki.us Company: Specifier: Address: Phone I Fax: E -Mail: Profs Anchor 2.7.6 Page: 6 Project: Sub -Project I Pos. No.: Date: 8/8/2018 7 Installation data Anchor plate, steel: - Profile: no profile Hole diameter in the fixture: df = 0.563 in. Plate thickness (input): 0.500 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according 7.1 Recommended accessories Drilling Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (2) Installation torque: 480.001 in.lb Hole diameter in the base material: 0.500 in. Hole depth in the base material: 2.625 in. Minimum thickness of the base material: 6.000 in. to instructions for use is required. Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit • Manual blow-out pump • Torque controlled cordless impact tool (Hilti Safeset System) • Torque wrench • Hammer Coordinates Anchor in. Anchor x y 1 -2.500 -1.500 2 2.500 -1.500 3 -2.500 1.500 4 2.500 1.500 c_x c*x c.y Coy Input data and results must be checked for aareemerrt with the existina conditions and for plausibility!' 0 3 00 1 1.500 T 3.000 0 4 0 0 02 o ri 0 ' 0 0 ei 1.500 5.000 1.500 Coordinates Anchor in. Anchor x y 1 -2.500 -1.500 2 2.500 -1.500 3 -2.500 1.500 4 2.500 1.500 c_x c*x c.y Coy Input data and results must be checked for aareemerrt with the existina conditions and for plausibility!' www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Profis Anchor 2.7.6 Page: 7 Project: Sub -Project I Pos. No.: Date: 8/8/2018 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Inn,,t data and ream lite mile} ho rharJ,M fnr anroamant with tha ouietinn rnnditinnn and fnr nla,r.,ihihtvl. Project pQf�,�' 4P* I L C RAtNE _ _ Subject rel(„ SCAPpaRT CONN. PrT�Ot►.x,kA.ONLL Sheet Page No Client AJ.4T0MATED GATES. 4 EZVu10144V•47_ Project No % a — FOS • C\ Date 8/2 /1 8 Designer ! �/ �+ +► - - www.lundopsahl.corn 1 Tel: 206.402.5156 �/ (`-ft) /2 1 !L.t i 143- -T" ANC}k,R, ecoLTS w/ 2" EMIf3ED, 11 !f MAx I 1 (-- SECT IoN (NINiMAZE 2:3,(6„5/is x 01-6" 'L.L_v 54"S 7H READE.D Rab CONN Cc -NON) lb CRANE 2Ai t_ ay cTrtERS, CRRNE RAIL f3Y Orr+Ees `SCE) CoNC, 7I LT -UP • 4 P<LL -it •1 a 47-4, 3 `11/2.6 SEcr,oni FRAGKEf GnnuJ ECTICIN Foe. CRANE RAIL Su fl P 3R'T 41 5 f'1 0( 2> Qco tq <01- Z 2 §ZO w w LLC0 w 2 so0 rzco claw oce ono woifrco Z0a gNa J w a >b 0 (Drew co Ow ZCC qia to 0 D.031 LL Zd .. Q J rew w LL ,D ma 2 0 LL V OM Z0 Zcc Z0coo� D t4'i �o m 200V 5 C. i J tQ N 00�> O H J gmE-cc OWjU 0 pt D w0 ZU- 0-J 20 J 1:1 coN CQ OIL CD WO = a PERMIT CENTER R 4 rN cs� .r D 1 LIJ l7 GENERAL ARRANGEMENT CO 0 O W Q 0 N CO 0 2 a BY: GORBEL W Z J CRANE INFORMATION CAPACITY: 1000 LBS/BR 0 0 O 0 C) v) 0 Cn W W 0 0 Z EZ D m m d' RUNWAY SERIES: 1000 TOLERANCE: ±1/8 1- Q 0 0 Z N W z W z Y H r Z 0 mww� w 02Q wzoo no0C w�M 400z N N 2 0 m EZ�0N Q J ,W3 VO m=lZ O ?�V Off » N(9O0 reZpw1- yaO1- u-w= m0a0 O M e F"' ILL W 0) 0 W'J FW FW z 0 Z= 1~ UV 0W ZOZQm�W LL�Lu 1-7 w� re`a1aZ U' U=0ZZw 4x x 0 J(l,; rye L 0-4#0744/6". memr gerit Of 17.105 45500,1431.7" eft ri--J c t, 7S ?Ng U 4,,4r1 .150,4kf r%.1') CA. t SICK_: Gittitn i osnor vt,j 6041,0 A1(, 6900/6 Ante V<)rsSFt€n. turf /,�� 1 ) tt I f). I/.. 11/,j.. ft A`C'A►'`' S ) Z plifi e r A $4 4 - t. 44, gob it. 5)45r6,-.1 +5676<10► %'', v P (5.Z5 fes''' k 3 ). 44.o ? Z e x 3J(.4s`i 'er x 4 1 tl its I,i .J9'\I\V. CITY OF RECEIVED A AUG 21 2019 PERMIT CENTER VACINITY MAP NOT TO SCALE m 0) cQ 0 O Boeing Rd 1 iu ;:'cal ;umbrng s Piping ;I r_�. .. r r ..� y:'lIa fl:VISION Leased Space 7,750 sq. ft. SITE ADDRESS 10828 E. Marginal Way S. Tukwila, WA 98168 PARCEL NUMBER 0323049164 STRUCTURAL ENGINEER FILE COPY nm Ho. DIg Ian review app: -.:v:...1 13 subject to err=[Ind ems...on pproval of czns:, uci:on Cocurnents dos P.Dt cii : c-iz3 e violation cf any a p^d:L`J � oc o cr orthi?� �.. Floc 513 ,0. of approved Field Copy and conditions is as:,now 3dgr d: �`.' By: � tvn,vid A . / 401,1 F% -✓t �� Date: l0/3//7( Peter Opsahl Lund Opsahl 1201 First Ave. S., Suite 310 Seattle, WA 98134 (206) 402-5156 PROJECT DESCRIPTION Mounting of bridge crane system on existing glulam beams in building. DRAWING INDEX Al VACINITY MAP B1 SITE MAP C1 PROPERTY MAP A2 PLAN VIEW A3 BEAM HANGER DETAIL - side B3 BEAM HANGER DETAIL - front C3 WALL HANGER DETAIL - side D3 BEAM HANGER DETAIL - front B SITE MAP 1 1"=400' City of Tukv.sila BUILDING DIVISION N REVISIONS No changes sh«Il he rn-Ide to the scope of work wtthr- prior approval of Tuu'cwila Division NOTE: Ro., ,, _ r i ,w ran submittal ,,�;�._�.:. �•�r:� r�;�i�;..� a n�. and may in;'; . :c.'icnal plan `.n rev_a,.., t c ... • PROPERTY MAP 1"=200' CORRECTION D18-OZloo RECEIVED CITY OF TUKWILA SEP 18 2018 PERMIT CENTER FOR STRUCTURAL ONLY DRAWING AND LINE SYMBOLS 38f HANGER AT GLULAM BEAM 14 HANGER AT CONCRETE WALL GLULAM BEAM OUTLINE OF LEASED AREA ROLL UP DOOR OFFICES CRANE RAIL HANGERS AT GLULAM BEAMS (14 TOTAL) CRANE RAIL HANGERS AT CONCRETE WALL (2 TOTAL) sl 20' Apr Igor PLAN VIEW 3/32"=1' 20' ROLL UP DOOR V 20' , 20' /' 20' BEA /ADJACENT LEASE SPACE UNOCCUPIED /ADJACENT 5"X5" STEEL TUBE VI SUPPORT POSTS 20' 14'-6" FtEVIEWED FOR CC DE COMPLIANC APPROVED //////////////,REE _'_E/////////////�,ROEFE UK ILA SEP 18 2058 PERMIT CENTER e P 6 Ci o UI DI 09/17/2018 FOR STRUCTURAL ONLY NOTES See structural pages for structural calculations. EXISTING GLULAM BEAM 35" TALL 5.25" WIDE 1/4"x6" A36 FLAT BAR 20-1/2" LONG (2) a" A325 BOLTS WITH HARDENED WASHERS AND NUTS e" A36 THREADED ROD THREADED ROD CONNECTION TO CRANE RAIL BY OTHERS CRANE RAIL BY OTHERS BEAM HANGER DETAIL - side 1-1/2"=1' • — <� WASHER WITH NYLOCK NUT 3"x3"x-41" TUBE STEEL W/13/16" HOLE IN CENTER Int 3 1/2" 3 1/2" J � BEAM HANGER DETAIL - front 1-1/2"=1' Special Inspections Required per Structural EOR: 1. Inspection of Mechanical Anchors post -installed in hardened concrete: Periodic Inspection. (Reference ACI 318 17.8.2) 2. Inspection of welding structural steel: Per AISC tables N5.4-1, -2, -3 (Reference AISC 360 N.5.4, AISC 360-N.5.5, AWS D1.1) LI 4 a 8" a• a •J -J Q 7 113 cc w 4 .z 0 U n- Ja a. 1- a 4" 7 MA a LI MINIMISE FOR STRUCTURAL ONLY (4) i" 0 HILTI KB -TZ ANCHOR BOLTS WITH 2" IMBED 8" A36 THREADED ROD 8"x6"x" ANGLE IRON THREADED ROD CONNECTION TO CRANE RAIL BY OTHERS CRANE RAIL BY OTHERS 0 to REVIEWED FOR CODE COMPLIANC c APPROVED SEP 2 6 2018 Li 1 1/2" City of Tukwila BUILDING DIVISION WALL HANGER DETAIL - side 1-1/2"=1' RECEIVED CITY OF TUKWILA SEP 18 2018 PERMIT CENTER WALL HANGER DETAIL - front 1-1/2"=1' OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 384167 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Automated Equipment Co. Crane Brackets 10828 East Marginal Way South, Tukwila Automated Gates & Equipment Permit Number. D18-0260 Job Number: 18-0950 Client Address: 10847 East Marginal Way South, T Inspections Performed Steel Decking Other (specify): Proprietary Anchors - Mechanical Structural Steel Fabrication X Structural Steel Erection tnspecior.:: and Date Remarks Emest Leimkuhler On site for periodic visual inspection of structural steel welds and mechanical wedge anchors to 11/1/2018 AWS D1.1, AISC 360, IBC 2015, and signed approved drawings. Items inspected: Crane rail brackets per A/Pg.3. 1. (14) shop fabricated crane rail brackets for glue -lam roof beams. 2. Mechanical wedge anchors for L -bar brackets to wall. See anchors report #PAM384168. Welder: Tam Van Tran, WABO #W06592, Expires January 1, 2019. Structural GMAW All inspected items conform to previously specified standards. Conforms Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: aac Ruff, roject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number. 18-0950 Report Number: 384168 Project: Automated Equipment Co. Crane Brackets Address: 10828 East Marginal Way South,,Tukwila Inspector: Ernest Leimkuhler Client: Address: Date: Permit Number: DI8-0260 Automated Gates & Equipment 10847 East Marginal Way South, Tukwila 11/1/2018 Description/Location: Inspected mechanical wedge anchors for crane rail brackets to tilt -up panel wall per C/Pg. 3 at east wall, 3' and 33' from northeast comer. Intended Use: Crane brackets to wall • Building Code & Year: 2015 IBC Reference Standard(s) Used: 2015 IBC Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others omments Conforms X Does Not Conform Technical Responsibility:// -"6--- J/ "6 /7r ac uoff, Project Manager This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-87-02(Rev 05/13) Anchor Size & Quantity: . '/" (8) Anchor Style: Z� Expansion ■ Screw ■ Sleeve ■ Drop In ESR Number: 1917 Anchor Manufacturer: Hilti Anchor Type: KBTZ Hole Diameter: W Hole Depth: 3" Required Embedment: 2 %" Anchor Length: 5 W Concrete Thickness: Concrete Strength: Base Material: e Normal Weight Concrete ■ Light Weight Concrete 1 CMU ■ Brick 1 Composite Deck Hole Cleaning: e Compressed Air ■ Hand Pump ■ Other: Drill Bit (ANSI B212.15): ® Yes ❑ No ORA Torque Wrench ID: 6084 Torque: 40 ft -lbs Weather: Indoors, dry Ambient Temperature: 55F Reference Standard(s) Used: 2015 IBC Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others omments Conforms X Does Not Conform Technical Responsibility:// -"6--- J/ "6 /7r ac uoff, Project Manager This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-87-02(Rev 05/13) CRANE/HOIST LOAD TEST REPORT Service Request# t ✓110TO Customer: AU'-aVhgi) motp REV 1.0 PAGE 1 OF 1 ©2017 KONE(RANE•'S® Lifting Businesses" Type of crane/hoist: Octtkr C. S Capacity (Tons): # Manufacturer: (.2U{L-tL- Serial Number: 91 '7 020 Crane/Hoist Location in Plant: .5t.)‘‘ Dr Customer Equipment Number: Description of material usedfortestload: (9 i'Vr- TestLoad(Weightinpounds): 1'2, S %of Crane/Hoist Capacity: & CTCV-) Applicable Load Test Procedure/Guidelines: Did Hoist/Crane pass load test? YES NO If "N0" to above, list deviations: fr .-, it Measurements (Before/After/Deflection): ® - lQj Load Test Date: k5 -1c6 Load Test Performed by: Load test witnessed/Accepted by: On the date set forth above, the subject Crane/Hoist was Toad tested by Konecranes. Notwithstanding any representation made by any party to the contrary in any (verbal or written) communication, the performance by Konecranes of the crane/hoist toad test described above (the "Load Test") as all or part of the services under a quotation/offer/proposal (collectively, a "Quotation") by Konecranes and the preparation of this or any other report derived therefrom are conditioned upon and evidence of customer's acknowledgment and acceptance of the following additional terms, conditions and disclaimers: At the request of customer, the scope of the Load Test is limited exclusively to a load test In accordance with the applicable OSHA and ANSI standards in effect as of the date of the Load Test and does not include a search for defects, whether readily observable, non -observable or latent (collectively, "Defects"), on the equipment or on the equipment component parts. Notwithstanding the performance of the Load Test and regardless of any representation made in any report prepared by Konecranes to the contrary, including this report, Defects may exist or develop on or in the subject equipment or its components on or as of the date of the Load Test and/or following the moment of the Load Test and customer Is hereby notified of the potential existence thereof. The use of equipment possessing any Defect may result In catastrophic equipment failure potentially causing damage to property or injury or death to persons in, on or around the subject equipment. The Information provided to customer as a result of and following the Load Test reflects only the ability of the subject equipment in Its current condition to pick up the material used to complete the load Test as of the date thereof and does not reflect any other condition of the subject equipment and/or its components as of or following the Load Test. Customer retains and/or assumes all risks for any other conditions, modifications, or Defects that may affect the subject equipment's performance or its ability to safely raise, lower or move laterally any loads regardless of the weight thereof. KONECRANES, INC. 4401 GATEWAY BLVD SPRINGFIELD, OH 45501 WWW.KONECRANES.COM OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT • Job Number: 18-0950 Report Number: Project: Automated Equipment Co. Crane Brackets Address: 10828 East Marginal Way South, Tukwila Inspector: Ernest Leimkuhler 384168 Client: Address: Date: Permit Number: D18-0260 Automated Gates & Equipment 10847 East Marginal Way South, Tukwila 11/1/2018 Description/Location: Inspected mechanical wedge anchors for crane rail brackets to tilt -up panel wall per C/Pg. 3 at east wall, 3' and 33' from northeast corner. Intended Use: Crane brackets to wall Building Code & Year: 2015 IBC Comments Reference Standard(s) Used: 2015 IBC Conforms X Does Not Conform RECEIVED CITY OF TUKWILA NOV 15 2018 PERMIT CENTER Copies to: Client X Engineer Others Owner X Contractor Technical Responsibility: —'.7,--z& //-/67----/C-- Architect //6= 'Architect X Building Dept. isaacRuoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-87-02(Rev 05/13) Anchor Size & Quantity: %2' (8) Anchor Style: 1 Expansion -■ Screw ■ Sleeve • Drop In ESR Number: 1917 Anchor Manufacturer: Hilti Anchor Type: KBTZ Hole Diameter: h/2" Hole Depth: 3" Required Embedment: 2'/" Anchor Length: 5'/" Concrete Thickness: Concrete Strength: Base Material: ►.1 Normal Weight Concrete • Light Weight Concrete • CMU ■ Brick • Composite Deck Hole Cleaning: ►1 Compressed Air • Hand Pump ■ Other: ORA Torque Wrench ID: 6084 Torque: 40 ft -lbs Drill Bit (ANSI B212.15): ►ZI Yes ■ No Weather: Indoors, dry Ambient Temperature: 55`F Comments Reference Standard(s) Used: 2015 IBC Conforms X Does Not Conform RECEIVED CITY OF TUKWILA NOV 15 2018 PERMIT CENTER Copies to: Client X Engineer Others Owner X Contractor Technical Responsibility: —'.7,--z& //-/67----/C-- Architect //6= 'Architect X Building Dept. isaacRuoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-87-02(Rev 05/13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 384167 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Automated Equipment Co. Crane Brackets 10828 East Marginal Way South, Tukwila Automated Gates & Equipment Permit Number: Job Number: Client Address: D18-0260 18-0950 10847 East Marginal Way South, Tukwila Inspections Performed Steel Decking Other (specify): Proprietary Anchors — Mechanical Structural Steel Fabrication X Structural Steel Erection Inspector and Date Remarks Ernest Leimkuhler On site for periodic visual inspection of structural steel welds and mechanical wedge anchors to 11/1/2018 AWS D1.1, AISC 360, IBC 2015, and signed approved drawings. Items inspected: Crane rail brackets per A/Pg.3. 1. (14) shop fabricated crane rail brackets for glue -lam roof beams. 2. Mechanical wedge anchors for L -bar brackets to wall. See anchors report #PAM384168. Welder: Tam Van Tran, WABO #W06592, Expires January 1, 2019. Structural GMAW All inspected items conform to previously specified standards. Conforms Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others RECEIVED CITY OF TUKWILA NOV 15 2018 PERMIT CENTER Technical Responsibility: `Y � P /5 Manager saac Ruoff, roject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118'— Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 384162 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Automated Equipment Co. Crane Brackets 10828 East Marginal Way South, Tukwila Automated Gates & Equipment Permit Number: Job Number: Client Address: D18-0260 18-0950 10847 East Marginal Way South, Tukwila Inspections Performed Steel Decking Other (specify): Cancellation Structural Steel Fabrication Structural Steel Erection Inspector and Date Remarks Ernest Leimkuhler Inspection cancelled on site. 10/31/2018 Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: RECEIVED CITY OF TUKWILA NOV 15 2018 PERMIT CENTER Isaac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -63-05 (Rev 10/10) UND SAHL September 17, 2018 Bill Rambo Permit Technician City of Tukwila Project: Automated Equipment Co Inc 10828 E Marginal Way S Tukwila, WA 98168 Re: City of Tukwila Permit Application Number D18-0260 Correction Letter #1 Response: We have reviewed the plan review comments from the City of Tukwila Department of Community Development, dated August 29, 2018, with regard to the Automated Equipment Co Inc project, and have the following responses. Please note our response numbers correspond to the correction response number. Correction Letter #1 1. The Structural Engineer's stamp and dated signature has been added to the shop drawings. Please see revised drawings. 2. Special Inspections required by the EOR have been listed on page 3 of the shop drawings. Please see revised drawings. CORRECTION RECEIVED CITY OF TUKWILA SEP 181018 o)Nb O PERMIT CENTER 1201 1" Avenue South + Suite 310 + Seattle, WA 98134 + 206.402-5156 + www.Iundopsahl.com August 29, 2018 City of Tukwila Department of Community Development BRIAN THORPE 10847 E MARGINAL WAY S TUKWILA, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0260 AUTOMATED EQUIPMENT CO INC - 10828 E MARGINAL WAY S Dear BRIAN THORPE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The plans provided do not have the engineers stamp and dated signature. Also, the document by GORBEL, is not all clear and does not have engineers stamp. Please clarify and provide the applicable stamped drawings (see general notes above). 2. The engineer shall specify special inspections for bolting, welding and other special inspections that may be required. Special inspections shall be noted on the plan. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • ! Sincerely, Bill Rambo Permit Technician File No. D18-0260 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0260 DATE: 09/18/18 PROJECT NAME: AUTOMATED EQUIPMENT CO INC SITE ADDRESS: 10828 E MARGINAL WAY S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: two 6\` I� Building Division NB Public Works Fire Prevention Structural n Planning Division nPermit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/20/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 10/18/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 o e� PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0260 DATE: 08/21/18 PROJECT NAME: AUTOMATED EQUIPMENT CO INC SITE ADDRESS: 10828 E MARGINAL WAY S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division gp QW .NWA ita-t0 Public Works M Fire Prevention Structural f73 OM- 92-)t� Planning Division ❑ Permit Coordinator w PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/23/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 09/20/18 Approved ❑ Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 9-29-44 Bldg [ Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: httu://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # Plan Check/Permit Number: D 18-0260 • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Automated Equipment Co Inc Project Address: 10828 E Marginal Way S Contact Person: 'mit9"// / 7" C)i(2P Phone Number: 2c2 —%7"--9(3 �(3 Summary of Revision: ///,&'2 574144P 4i-d/,J&-5 //67 � "1/2 -cr? /ti54 T/off RECEIVED CITY or TUKWILP SEP 18 2018 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date o revisio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on q ,4 3 ` t �J C:\Uxn\bill-r\Desktop\ltevision Submittal Form.doc Revised: August 2015 AUTOMATED EQUIPMENT CO It Page 1 of 3 Washington State Department of Labor & Industries Home Espanol Contact Search L&I A-"Z:Index Help Safety & Health Claims & Insurance Workplace Rights AUTOMATED EQUIPMENT CO INC Owner or tradesperson Principals THORPE, BRYAN CLINTON, PRESIDENT TRANG, SEAN XUYEN, SECRETARY PISHUE, MIKE PATRICK, SECRETARY TRANG, SEAN XUYEN, TREASURER ALPHADEFF, JEROME, DIRECTOR ALPHADEFF, JUDITH GAY, DIRECTOR ALHADEFF, JEROME N, PRESIDENT (End: 03/02/2011) TRANG, SEAN, VICE PRESIDENT (End: 03/02/2011) ALHADEFF, JUDITH, SECRETARY (End: 03/02/2011) ALHADEFF, JERRY, PRESIDENT (End: 03/31/2002) JOCHIM, FRANCES, VICE PRESIDENT (End: 03/31/2002) REED, TOM, SECRETARY (End: 03/31/2002) TOMLINSON, LOREN L, SECRETARY (End: 03/31/2002) TOMLINSON, SHAWN L, SECRETARY (End: 03/31/2002) Doing business as AUTOMATED EQUIPMENT CO INC WA UBI No. 601 111 142 10847 E MARGINAL WY S SEATTLE, WA 98168 206-767-9080 KING County Business type Corporation Governing persons JEROME N ALHADEFF JOEL R DIAMOND; JUDITH ALHADEFF; JONATHAN DIAMOND; MIKE PISHUE; TOM REED; BRIAN THORPE; SEAN TRANG; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. My LE Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601111142&LIC=AUTOMEC033RD&SAW= 10/3/2018 AUTOMATED EQUIPMENT CO INC License specialties GENERAL License no. AUTOMEC033RD Effective — expiration 12/04/1997— 04/02/2019 Bond No bond accounts during the previous 6 year period. Insurance Ohio Security Ins Co Policy no. BKS57276617 $1,000,000 00 Received by L&I Effective date 04/17/2018 05/01/2016 Expiration date 05/01/2019 Insurance history Savings ................. _... (in lieu of bond) $12,000.00 Received by L&I Effective date 06/17/2011 06/10/2011 Release date Impaired date N/A N/A Savings account ID Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ........................................ No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ...................................................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts ........................................... L&I Account ID 019,855-00 ............ ................... Doing business as AUTOMATED GATE & EQUIPMENT CO Estimated workers reported Quarter 2 of Year 2018 "31 to 50 Workers" L&I account contact T3 / STEPHANIE HENDERSON (360)902-5598 - Email: HSTE235@Ini.wa.gov Track this contractor O Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ........................................ _ ............: No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601111142&LIC=AUTOMEC033RD&SAW= 10/3/2018 AUTOMATED EQUIPMENT CO I ila Washington State Dept. of Labor & Industries. Use of this 's111.4,1subject to the laws of the state of Washington. Page 3 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601111142&LIC=AUTOMEC033RD&SAW= 10/3/2018