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Home My WebLink AboutPermit M19-0068 - SHASTA BEVERAGE / VARIETY PACK LINE - CONVEYORS AND EQUIPMENTSHASTA BEVERAGE, INC VARIETY PACK 1227 ANDOVER PARK E M19-0068 C Parcel No: Address: Project Name: ��^�xx � Tukwila x~K~n ��n o��m`�w�na Department 630VGouthcenterBoulevard, Suite #1U0 Tukwila, Washington 98188 Phone:2O6-8l-367V Inspection Request Line: 206'438'9350 Web site: http://www.TukwilaWA.Rov MECHANICAL PERMIT 3523049072 Permit Number: SHASTA BEVERAGE, INC -VARIETY PACK Issue Date: Permit Expires On: Owner: Name: Address: Contact Person: Name: Contractor - Name: Address: License No: Lender: Name: Address: NATIONAL BEVERAGE CORP 8100SVV10THSTSTE4000' PLANTATION, WA, 33324 l9l6DDN4|RDRSW, SEATTLE WA, 98116 OWNER AFFIDAVIT- ART HANREHAN ''' ''' Phone: Expiration Date: DESCRIPTION OF WORK: INSTALL THE CONVEYORS AND ECWiPTMENTFOR THE VARIETY PACK PACKAGING LINE, Valuation of Work: $158,000.00 Type ofWork: NEW Fuel type: ELECT Fees Collected: $2,156.71 Electrical Service Provided by: PUGETSOUND ENERGY Water District: TUKVV|LA Sewer District: TDKVV|LA 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: ized Signa National Electrical Code: WA Cities Electrical [ode: VVAC290-4hD: WA State Energy Code: Date: 2017 2017 2017 2015 |hearbycertify that | have read and examined this permit and know the same tobetrue and correct, All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permi does not presume tngive authority toviolate urcancel the provisions nfanycthpr state� or|oca||amagu��ngcoD8tmctionortheperfonnanceofwork. |amauthorized tnsign and obtain this deve|opmentpprmit.ayd agre/to the conditions attached to this permit. Da Print Name: 1-7 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 nrabandoned for aperiod ofl8Udays from the last inspection. PERMIT CONDITIONS: l: All permits, inspection record card and approved construction documentsshal|bekeptatthesit of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. Z: Manufacturers installation instructions shall beavailable onthe job site atthe time ofinspection, ]: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment orappliance rests. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Tab|e17O53. S: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done byaWashington Association ofBuilding Official Cerdfiedwe|der 6: 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 atimely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tothe Building Official, The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition nffinal inspection approval. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: Structural Observations in accordance with I.B.C. Section 1709 is required, At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 10: Notify the City pfTukwila Building Division prior toplacing any concrete. This procedure isinaddition tn any requirements for special inspection. 11: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall beatpoints within the upper one-third and lower one-third of the water heater's vertical dimension. 4minimum distance of4'inchesshall be maintained above the controls with the strapping, 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building 0epartment(ZO6'43l'3570). 13: VALIDITY 0FPERMIT: 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 ufthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction uferrors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. M 1 Project No. Date Application Accepted: 4 2Y Date Application Expires: 10 (For office u e only) MECHANICAL 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 King Co Assessor's Tax No.: 3523049072 1227 Andover Park East 1 Site Address: Suite Number: Floor: Tenant Name: Shasta Beverage Inc -- y YVA New Tenant: D Yes J ..No PROPERTY OWNER Name: Shasta Beverage Inc Address: 1227 Andover Park East City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: 206-433-8997 Fax: Email: dkehle@dkehlearch.com MECHANICAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): $ 158,000 Describe the scope of work in detail: Install the conveyors and equipment for the Variety Pack packaging line Use: Residential: New D Replacement 0 Commercial: New Replacement 0 Fuel Type: Electric Gas 0 Other: HAApplicalionsWorms-Applieetions On Line1.2016 ApplicationAMechanical Pemfit ApplicUio Revised I-4-16.doex Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfin Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 d13(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (7am-10pm); • Testing of backup generators during the day. 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 extension of time for additional periods not to exceed 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 OW Signature: RIZED AGENT: Date: 04/24/2019 David Kehle Day Telephone: 2°64338997 Print Name: Mailing Address: 1916 Bonair Dr SW Seattle WA 98116 City State Zip H:1Application5\Forrns-Applictetiorts On Line \ 2016 Applications \Mechanical Permit Application Revised 1-4-16.docs Revised: January 2016 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,741.96 M19-0068 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,741.96 Credit Card Fee $50.74 Credit Card Fee R000.369.908.00.00 0.00 $50,74 MECHANICAL $1,610.69 PERMIT ISSUANCE BASE FEE R000.322.100.00,00 0.00 $33,15 PERMIT FEE R000,322. 00.00.00 0,00 $1,577.54 TECHNOLOGY FEE $80,53 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17577 R000.322.900.04.00 0.00 $80.53 $1,741.96 Date Paid: Monday, May 06, 2019 Paid By: ART HANREHAN Pay Method: CREDIT CARD 29255D Printed: Monday, May 06, 2019 11:30 AM 1 of 1 YSTEM5 Cash Register Rece City of Tukwila Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $811.54 M19-0068 Address: 1227 ANDOVER PARK E Apn: 3523049072 $414.75 Credit Card Fee $12.08 Credit Card Fee I R000.369.908.00.00 I 0.00 $12.08 MECHANICAL $402.67 PLAN CHECK FEE I R000.322.102.00.00 0.00 $402.67 M19-0069 Address: 1227 ANDOVER PARK E Apn: 3523049072 $258.87 Credit Card Fee $7.54 Credit Card Fee I R000.369.908.00.00 j 0.00 $7.54 MECHANICAL $241.66 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $160.18 PLAN CHECK FEE R000.322,102.00.00 0.00 $48.33 TECHNOLOGY FEE $9.67 TECHNOLOGY FEE I R000.322.900.04.00 0.00 $9.67 PG19-0063 Address: 1227 ANDOVER PARK E Apn: 3523049072 $137.92 Credit Card Fee $4.02 Credit Card Fee I R000.369.908.00.00 j 0.00 $4.02 GAS $128.75 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35,00 PERMIT FEE R000.322.100.00.00 0.00 $68.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $25.75 TECHNOLOGY FEE $5.15 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17478 R000.322,900.04.00 0.00 $5.15 $811.54 Date Paid: Wednesday, April 24, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 024027 Printed: Wednesday, April 24, 2019 12:39 PM 1 of 1 YSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 05/06/2019 11:30:15 AM CREDIT CARD SALE R-E-P-R-I-N-T VISA CARD NUMBER: **********1843 K TRAN AMOUNT: $1,741.96 APPROVAL CD: 29255D RECORD #: 000 CLERK ID: kandace X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT {MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy C� 0 CO CITY OF TUKWILA Date: 04/24/2019 12:39:03 PM CREDIT [xnO SALE VISA [KKD NUMBER: **********9037 K TRAN AMOUNT: $811.54 APPROVAL [D: 024027 RECORD #: 000 CLERK ID: 5hana Thank you! Cu5tomer Copy / CO TUKWIL8 ETRAKIT 6200 5OUTx[ENTER BLvo TUKWILA, WA 98188 206'433-I870 CITY OF TUKWILA 0017]40080802],4404500 Date: 04/24/2019 12:39:83 PM CREDIT CARD SALE vzlx CARD NUMBER: ~****w+**9037 K TRAN AMOUNT: $811.54 APPROVAL [D: 024027 RECORD #: 000 CLERK ID: Shana X {CARDHOLDER'S SIGNATUREJ I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy INSPECTION RECORD Retain a copy with permit fr t �"cD 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: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone Na: Approved per applicable codes. Corrections required prior to=approval, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 394464 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Shasta - Value Pack Line 1227 Andover Park East, Tukwila Shasta Beverages Inc. Permit Number: Job Number: 19-0191g Client Address: 1227 Andover Park East, Tukwila Inspections Performed Steel Decking Other (specify): Structural Steel Fabrication Structural Steel Erection X Inspector and Date Remarks Gary Byrne 4/19/2019 ORA inspector was on site to visually inspect the welding of, 6ea, larger round feet to the existing feet of the shrink wrapper for the VP Line. The new stainless -steel feet were added under the existing feet and the existing feet were welded all around to the new feet with a 1/4" fillet weld. No details have been provided for this work, but verbal conformation was given previously by the engineer of record of the work to be installed. Welder, Justin B. Staton, WABO# W12462 Expires 11/1/19, welded the plates to the equipment feet using SMAW process with 308L electrode. All weldments completed this day were inspected visually and found to be acceptable as per AWS D1.1 table 6.1. Conforms Copies to: X Client X Engineer X Owner Contractor X Architect X Building Dept. Others RECEIVED CITY OF TUKWILA APR 3•0 209 Technical Responsibility: 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 perrnisslon 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.: AOMIN-63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 19-0191g Report Number: 394465 Permit Number: Project: Shasta - Value Pack Line Client: Shasta Beverages Inc. Address: 1227 Andover Park East, Tukwila Address: 1227 Andover Park East, Tukwila Inspector: Gary Byrne Date: 4/19/2019 Description/Location: VP line conveyors, palletizer and shrink wrapper. Details for the installation were confirmed by engineer of record to be similar to the can line 1 installation details. Intended Use: Anchorage of conveyors and equipment to slab Building Code & Year: IBC 2015 Anchor Size & Quantity: 3/8" (42), %" (40) Anchor Style: Expansion III Screw 0 Sleeve III Drop In ESR Number: 3187 Anchor Manufacturer: Hilti Anchor Type: KB-TZ Hole Diameter: 3/8", %" Hole Depth: 4 '/2" Required Embedment: 3 %" Anchor Length: 5" Concrete Thickness: 5" Concrete Strength: Existing Base Material: El Normal Weight Concrete 0 Light Weight Concrete 0 CMU 0 Brick 0 Composite Deck Hole Cleaning: 0 Compressed Air 2 Hand Pump 0 Other: Drill Bit (ANSI B212.15): El Yes 0 No ORA Torque Wrench ID: 6107 Torque: 25, 40 ft-Ibs Weather: Indoors Ambient Temperature: 55 Comments The existing Red Head/ITW anchors that were previously installed (1 per leg) on conveyor, the 1/2" anchors on the palletizer legs were left in place and a new anchor was installed in the additional holes or new plates. All anchors, existing and new, were verified for installation torque and found to be installed as per the manufactures recommended installation torque. Reference Standard(s) Used: Copies to: X Client X Engineer X Owner Contractor X Architect X Building Dept. Others Technical Responsibility: Conforms X Does Not Conform RECEIVED CITY OF TUKWILA APR 3 0 2010 PERMIT CENTER 171-7-c- Isaac Roff, 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. rAtci- oa-g Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 19-0191g Report Number: 388508 Permit Number: Project: Shasta — Value Pack Line Client: Shasta Beverages Inc. Address: 1227 Andover Park East, Tukwila Address: 1227 Andover Park East, Tukwila Inspector: Gary Byrne Date: 4/09/2019 Description/Location: Value Pack Line conveyors and palletizer. Details for the installation were confirmed by the Engineer of Record to be similar to the Can Line 1 installation details. Intended Use: Anchorage of conveyors and equipment to slab Building Code & Year: IBC 2015 Anchor Style: I Expansion N Screw 0 Sleeve II Drop In Anchor S'ze & Quantity: 3/8" (40), 1/2" (6) ESR Number: 3187 Anchor Manufacturer: HIM Anchor Type: KB-TZ Hole Diameter: 3/8, '/2" Hole Depth: 4 1/2" Required Embedment: 3 1/4" Anchor Length: 5" Concrete Thickness: 5" Concrete Strength: Existing, 6" Base Material: El Normal Weight Concrete 0 Light Weight Concrete • CMU 0 Brick 0 Composite Deck Hole Cleaning: 0 Compressed Air i4 Hand Pump MI Other: Drill Bit (ANSI B212.15): OA Yes • No ORA Torque Wrench ID: 6107 Torque: 25, 40 ft-Ibs Weather: Indoors Ambient Temperature: 55 Comments The existing WEJ-IT 3/8" anchors that were previously installed (1 per leg) on conveyor, the 1/2" anchors on the palletizer legs were left in place and a new anchor was installed in the additional holes or new plates. All anchors, existing and new, were verified for installation torque and found to be installed as per the manufactures recommended installation torque. Reference Standard(S) Used: Copies to: X Client X Engineer X Owner Contractor X Architect X Building Dept. Others Conforms X Does Not Conform Technical Responsibility:, RECEIVED CITY OF TUKWILA APR 2 5 2019 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 Na: ADMIN-87-02(Rev 05/13) ��u� ��U�UU � ��U�� INC. �� N 8M�� N��&� �m ASSOCIATES, U��° — ~ ~ �~ ~ ~~~~��~^~~ ~� `� ~ ~��~�~~ ~^ ~~~~� ^^~� Gaoteohniva|Engineering, Construction Inspection & Materials Testing Report Number: 388509 Project: *ooesc CONSTRUCTION INSPECTION REPORT Shasta-ValuoPachUon 1227Andover Park East, Tukwila Shasta Beverages Inc. Permit Number: Job Number: Client Address: 19-0191Q 1227 Andover Park East, Tukwila ^ Inspections Performed Steel Decking Other (specify): Structural Steel Fabrication Structural Steel Erection X Inspector and Date Gary Byrne 4/16/2019 On site to visually inspect the welding ofadded clips to the legs of the Palletizer;o|so, the catwalk for the Value Pack Line. Welder (Justin B. Staton, WABO# W12462, Expires 11/1/19) welded the plates to the equipment, conveyor, and catwalk legs using FCAVV'G process with Dual Shio|d71OO Ultra E71Te|eotmde. Noplans were available onsite for the Value Pack Line. The Engineer ofRecord (EOF)wms contacted. EDRinformed OR4that the details were not complete agthis time, and that the details will be similar hathe Can Line 1 details. C>RAinspector provided pictures to the EOR and the installation was acceptable, All we|dmentycompleted this day were inspected visually and found tobeacceptable aoper AVVS Conforms Copies to: : onvm X Engineer x Owner Contractor X Architect X Building Dept. Technical Responsibility: Israc Ruoff, Project Manager This report appliesonly mthe items tested vr reported andis the exclusive property ovOtto no»,nvuuAssociates, Inc, Reproduction mthis report, except in full, without written permission from our firm isstrictly prohibited. Page 1 of 1 nr47M.L.King Way n,Seattle, Washington om1n-Phone (zon)7am'wmuo,1'ou8-nTTo-4*s-Fax (um6)rzo-2zz1 r(1 \ et --- ook.to ce pA April 13, 2019 Power Science Engineering LLC Skyline Electric 3619 — 7th Ave. South Seattle, WA 98134 Attention: Mr. Tom Provo 3458 S. 368th Place • Auburn, WA 98001-8814 Engineering: (206) 306-6745 • Fax: (253) 344-1769 Accounting: (206) 265-1570 contact@power-sci.com • www.power-sci.com Subject: Field Evaluation of Industrial Machinery Shasta Beverages, Tukwila, WA PSE Project Reference: F190298 Dear Mr. Provo, RECEIVED CITY OF TUKWILA MAY 0 2 2019 PERMIT CENTER Please find enclosed the final report pertaining to field evaluation of a de -palletizing machine and a shrink wrap machine by Power Science Engineering at Shasta Beverages, Tukwila, Washington. If you have any questions, please feel free to contact us either by phone or email. Sincerely, • . C. (Sank) Sankaran, P.E. Principal Electrical Engineer Enclosures Copy to: Mr. Jim Benner, Senior Electrical Inspector, City of Tukwila, Washington. Power Science Engineering LLC 3458 S. 368th Place • Auburn, WA 98001-8814 Engineering: (206) 306-6745 • Fax: (253) 344-1769 Accounting: (206) 265-1570 contact@power-sci.com • www.power-sci.com ELECTRICAL UTILIZATION EQUIPMENT FIELD EVALUATION Equipment Evaluated De-Palletizer Machine Shrink Wrap Machine Equipment Installation Location Shasta Beverages 1227 Andover Park E. Tukwila, WA 98188 Preliminary Inspection Site Same as installation site Local Jurisdictional Authority Mr. Jim Benner Senior Electrical Inspector City of Tukwila Dept. of Community Development 6300 South Center Blvd., # 100 Tukwila, WA 98188 Client Skyline Electric 3619 — 7th Ave. S. Seattle, WA 98134 PSE Project Reference: F190298 Evaluated By: C. Sankaran Preliminary Inspection Date: March 29, 2019 Final Inspection Date: Report date: Reviewed By: April 8, 2019 April 13, 2019 C. Sankaran, P.E. Principal Electrical Engineer TABLE OF CONTENTS Section Description 1.0 Field Evaluation Overview 2.0 Field Evaluation Summary 3.0 List of Equipment 4.0 Electrical Standards 5.0 Equipment Evaluation Details 6.0 Electrical Tests Performed 7.0 Evaluation Results Appendix A Photographs Appendix 8 Field evaluation test results 2 1°0 FIELD EVALUATION OVERVIEW 1.1 The National Electrical Code (NErm)stipulates that "the conductors and equipment required 0[permitted bvthis code shall beacceptable only ifapproved" bvthe Authority Having Jurisdiction N\MJ\. The NEC further states that "suitability ofequipment may be identified by a description marked on or provided with a product to identify the suitability qfthe product for aspecific purpose, environment orapplication. Suitability of equipment may be evidenced bylisting o[labeling" 1.2 When electrical utilization equipment or machinery has not been listed or labeled by an independent third party listing orlabeling agency, field evaluation of the equipment or machinery is required by the local electrical authority having jurisdiction to determine if the equipment complies with the applicable product standards and codes that are concerned with the safety of that equipment. The field evaluation iarequired tobe performed byanindependent testing laboratory orengineering firm accredited bythe AHJ using the applicable national product standards that govern the design, construction, application and testing of the equipment. The field evaluation body shall provide mlabel onthe equipment evaluated signifying that the equipment has satisfied the requirements mf the applied standards. The field evaluation body shall forward o copy of the final report to the AHJ detailing the field evaluation procedures, findings, results and the criteria for submitting the product to the AHJ for final acceptance. 1.3 Product safety standards are created 1oaddress electrical shock and fire safety concerns inthe areas encompassing device construction, ovorcument protection, temperature rise, grounding and bonding, guarding personnel from accidental contact with energized components, tamper proofing, operating environment, safety of personnel during unintended abnormal operations and product testing b0verify suitability ofuse on the product in a defined operating environment. 2.0 FIELD EVALUATION SUMMARY Preliminary inspection and field evaluation of the equipment listed in section 3.0 was performed onMarch 28.2O1Bat the Shasta Beverages inTukwila, Washington. The equipment was inspected to verify conformity with the requirements of the applicable electrical standards listed in section 4.0. The installation of the equipment was examined to ensure that it is per the requirements of the manufacturer's technical drawings and documentation. Any discrepancies identified by PSE and corrected by- the client during the course of the evaluation are shown in section 5.0 along with the corrective actions taken. PSEfield evaluation label was affixed tothe equipment. Acopy ofthe report may be forwarded to the City of Tukwila, Dept. of Community Development, Tukwila, 3.0 EQUIPMENT EVALUATED 3.1 De-Palletizer Machine Input: 460 Volts, 3 Phase, 60 Hz, 100 A Model No: SS-4456 Serial No: 072-629-19 Manufacturer: Sardee Industries, Stockton, CA PSE Label No: 125506 3.2 Shrink Wrap Machine Input: 460 Volts, 3 Phase, 60 Hz, 100 A Model No: 601-T Serial No: 134-98 Manufacturer: Kayat Engineering Group, Edgewater, FL PSE Label No: 125507 4.0 EVALUATION STANDARDS 4.1 UL 508, Industrial Control Equipment 4.2 UL 508A, Industrial Control Panels 4.3 NFPA 79, Electrical Standard for Industrial Machinery 4 5.0 EQUIPMENT EVALUATION DETAILS 5.1 DE-PALLETIZER MACHINE 5.1.1 Equipment Description The equipment under investigation is a de-palletizer machine used for removing empty cans from pallets prior to the process of filling the cans with soda beverage. The equipment is rated at 460 volts, 3 phase, 60 Hz, 100 amps. The main control cabinet for the equipment is provided with a fused line power disconnect switch, several adjustable speed drives, combination motor starters, control power transformer, programmable logic controller (PLC) and overcurrent protection devices for the circuits supplied from the control cabinet. A start/stop station is provided at the loading end to control the operation of the pallet loading process. The mezzanine level of the machine contains an operator station for controlling the de -palletizing process and the movement of the cans on the conveyors. Appendix A contains photographs of the equipment. 5.1.2 Equipment Inspection The equipment was inspected for conformity with the applicable electrical standards. The overcurrent protection devices were verified to be in accordance with the electrical standards and suitable for the application. The equipment was inspected to ensure that all wiring was properly routed and physically protected. All electrical cabinets were verified to have proper warning labels and signs. 5.1.3 Grounding Grounding system of the equipment was inspected to verify conformity with the electrical standards and suitable for the application. 5.1.4 List of Corrections 5.1.4.1 The control cabinet requires a nameplate or permanent label with the following° information: • Rated voltage • Rated full load current • Phase and Hz • Size of largest load in HP or amps • Short Circuit Current Rating Correction: A label with the above information was provided. The label will be replaced with a permanent nameplate in the future. 5.1.4.2 An uncovered opening at the front of the control cabinet below the disconnect switch must be covered using permanent means. Correction: The opening was permanently covered with sheet metal plate. 5 5.1.4.3 The device identification label was missing on one of the drive units in the control cabinet. All devices in the control cabinet must be provided with identification labels. Correction: The drive unit was provided with an identification label. 5.1.4.4 Several grease line are not properly routed, secured and protected from physical damage. This requires correction. Correction: The grease lines were properly routed and secured. 5.1.4.5 The start/stop switches at the loading end of the machine are missing the function identifications labels. Also, one of the switch handles is broken and must be replaced. Correction: The start/stop switches were labeled. The broken switch was replaced. 5.1.4.6 The junction box cover at the unloading end is missing one of the screws. The junction box cover shall be securely attached to the frame of the box. Correction: The junction box cover was securely attached. 5.1.4.7 The emergency stop box at the rear of the machine is not secured properly. The box must be attached and secured to the machine frame with fasteners at each corner. Correction: The emergency stop box was attached and secured as required. 5.1.4.8 Pinch point labels of the type shown below or equivalent are required at each location accessible to personnel where such hazards may be present. Correction: Pinch point labels were provided at the necessary locations. 5.1.4.9 Unsecured device along with unprotected grease line were found at the rear of the machine. This requires correction. Correction: The grease lines were properly routed and secured. 6 5.2 SHRINK WRAP MACHINE 5.2.1 Equipment Description The equipment under investigation is a shrink wrap machine for wrapping pallets of soda beverage cans for shipping. The equipment is rated at 460 volts, 3 phase, 60 Hz, 100 amps. The main control cabinet for the machine contains a fused line power disconnect switch, power distribution block, several adjustable speed drives, several combination motor starters, control power transformer, programmable logic controller and overcurrent protection devices for the circuits supplied from the control cabinet. The front door of the control cabinet contains several pushbuttons and indicator lights and an emergency stop operator. Appendix A contains photographs of the equipment. 5.2.2 Equipment Inspection The equipment was inspected for conformity with the applicable electrical standards. The overcurrent protection devices were verified to be in accordance with the electrical standards and suitable for the application. The equipment was inspected to ensure that all wiring was properly routed and physically protected. All electrical cabinets were verified to have proper warning labels and signs. 5.2.3 Grounding Grounding system of the equipment was inspected to verify conformity with the electrical standards and suitable for the application. 5.2.4 List of Corrections 5.2.4.1 An uncovered hole at the top of the control cabinet must be properly sealed using permanent means. Correction: The uncovered hole of permanently covered. 5.2.4.2 The wires supplying the door mounted devices must be additionally protected using spiral tubing or equivalent to prevent the possibility of damage to the wires as the result of opening and closing the door. Correction: The wires supplying the door mounted devices were protected. 5.2.4.3 The control cabinet door requires a grounding conductor, sized #10 AWG copper or larger, to bond the door to the interior frame of the cabinet. Correction: The control cabinet door was bonded to the cabinet interior frame. 5.2.4.4 The convenience receptacles inside the control must be provided with ground fault circuit interruption (GFCI) protection or disconnected and disabled. Correction: The convenience receptacles were disconnected and disabled. 7 5.2.4.5 The interior of the control cabinet must be cleaned and all wiring properly organized, routed and secured. Correction: The interior of the control cabinet was cleaned. All wiring was properly routed and organized. 5.2.4.6 The device and function identification labels for several of the door mounted devices are not legible or readable. This requires correction. Correction: The devices were legibly identified. 5.2.4.7 The emergency stop operator on the front of the control cabinet requires a yellow background was easy identification. Correction: The emergency stop button was provided with yellow background. 8 6.0 ELECTRICAL TESTS PERFORMED 6.1 Ground System Verification Tests Tests were performed to verify that the frames of associated equipment such as motor frames, metal enclosures and raceways containing electrical equipment and wiring were satisfactorily bonded together and grounded. 6.2 Insulation Resistance Tests The integrity of the insulation system for the main power circuit wiring and devices were tested for acceptable values. 7.0 RESULTS The equipment evaluated was corrected to comply with the requirements of the electrical standards listed in section 4.0. PSE field evaluation labels were affixed to the equipment. 9 APPENDIX A: PHOTOGRAPHS Photograph 1.1 Overall view of de-palletizer machine from the right side Photograph 1.2. View of de-palletzer machine from the pallet loading end 10 Photograph 1.3 View of control panel frorn the front Photograph 1.4 Control cabinet detains showing the line power fused disconnect switch, the adjustable speed drives, overcurrent protection circuit breakers and the PLC unit 11 Photograph 1.5 Operator station at the mezzanine level of the machine SHORT CIRCUIT INTERRUPT CAPACITY 400 AMPS to PPE ‘R PPE it µCT71 3 ri CawM but) o Hood Lt*IMl F,GMCI VOLTAGE 460 PHASE 3 FREQ. 60 HZ AMP RATING. LARGEST MOTOR 12.6 F.L. AMPS 100 Photograph 1.6 PSE field evaluation label for the de-palletizer machine 12 Photograph 2.1 View of shrink wrap machine from the front Photograph 2.2 View of shrink wrap machine from the rear 13 Control panel with the door open Photograph 2.4 Control panel details showing the line power disconnect switch and power distribution block 14 Photograph 2.5 Control panel details for the shrink wrap machine showing the motor controllers for the various circuits and contactors <swat Engineering Corp. 1100 U.S. Hwy. #1 South, Edgewater, FL 32141 'tOUEL NO. SERIAL NO. AMP RATING, LARGEST MOTOR SHORT CIRCUIT INTERRUPT CAPACITY DRAWING NO t8i34R OVERCURRENT PROTECTION PROVIDED AT MACHINE I)PPLY TERMINALS AMPS AMPS Photograph 2.6 PSE field evaluation label for the shrink wrap machine 15 APPENDIX B: FIELD EVALUATION TEST RESULTS 16 PAE PRODUCT EVALUATION TEST DATA F190298A CLIENT Skyline Electric JOB REFERENCE # F190298 LOCATION Shasta beverages, Tukwila, WA DATE 29-Mar-19 EQUIPMENT De -palletizing machine RATING VOLTS PHASE AMPS HZ 460 3 100 60 MANUFACTURER Sardee Industries MODEL NO SS-4456 SERIAL NO 072-629-19 VOLTAGE AND CURRENT MEASUREMENT TESTS TEST LOCATION VOLTAGE CURRENT A 6 C N A B C N Not tested TEMPERATURE RISE TESTS TEST EQUIPMENT TYPE !AMBIENT TEMPERATURE TEST POINT MEASURED TEMP, TEMP.RISE COMMENTS Not tested INSULATION RESISTANCE TESTS (INSULATION RESISTANCE IN MEG-OHMS) TEST VOLTAGE TEST POINT A-B B-C C-A A-G B-G C-G N-G 500 Vdc Supply ckts& wiring 550 550 550 EMERGENCY OPERATOR (EMO) PERFORMANCE VERIFICATION EMO LOCATION TEST RESULTS COMMENTS machine rear A Satisfactory performance Tests were performed to verify that the frames of auxiliary power devices such as motors, pushbutton stations, operator and the frames of auxiliary electrical cabinets, raceways and wireways containing electrical devices are satisfactorily to each other and to the main equipment grounding terminal of the control/power cabinet for the equipment consoles bonded WAGE NO 1 t. PRODUCT EVALUATION TEST DATA F190298B CLIENT Shasta beverages, Tukwila, WA JOB REFERENCE # F190298 LOCATION Shasta beverages, Tukwila, WA DATE 29-Mar-19 EQUIPMENT Shrink wrap machine RATING VOLTS PHASE AMPS HZ 460 3 100 60 MANUFACTURER Kayat Engineering MODEL NO 601-T SERIAL NO 134-98 VOLTAGE AND CURRENT MEASUREMENT TESTS TEST LOCATION VOLTAGE CURRENT A B C N A B C N Not tested TEMPERATURE RISE TESTS TEST EQUIPMENT TYPE 'AMBIENT TEMPERATURE TEST POINT MEASURED TEMP. TEMP.RISE COMMENTS Not tested INSULATION RESISTANCE TESTS (INSULATION RESISTANCE IN MEG-OHMS) TEST VOLTAGE TEST POINT A-B B-C C-A A-G B-G C-G N-G 500 Vdc Supply ckts& wiring 550 550 550 • EMERGENCY OPERATOR (EMO) PERFORMANCE VERIFICATION EMO LOCATION TEST RESULTS COMMENTS Control cabinet A Satisfactory performance Tests were performed to verify that the frames of auxiliary power devices such as motors, pushbutton stations, operator and the frames of auxiliary electrical cabinets, raceways and wireways containing electrical devices are satisfactorily to each other and to the main equipment grounding terminal of the control/power cabinet for the equipment consoles bonded IPAGE NO 2 an SHUTLER Mk El MIMI CONSULTING JOB SHASTA TI W ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450-4075 FAX (425) 450-4076 SHEET NO. COVER OF CALCULATED BY AH CHECKED BY JH SCALE JOB NUMBER 10-23.04 DATE 4/18/2019 DATE STRUCTURAL CALCULATIONS FOR: VP LINE SHASTA TI 1227 ANDOVER PARKWAY EAST TUKWILA, WASHINGTON ARCHITECT: David Kehle Architect 1960 Bonair Drive SW Seattle, Washington 98116 (206) 433-8997 * Fax (206) 246-8369 DESIGN CRITERIA: I j cilt..7 RECEIVED CITY OF TUKWILA APR 2 4 2019 PERMIT CENTER NZION CODE INTERNATIONAL EXISTING BUILDING CODE 2015 ROOF LIVE LOAD 25 PSF SNOW LOAD WIND LOAD 110 MPH ZONE, EXPOSURE 13' SEISMIC DESIGN INFORMATION: Ss = 143.2% Sds = 0.955 S1 = 53.4% Sdl = 0.534 REVIEWED FOR SEISMIC DESIGN CATEGORY `D' CODE COMPLIANCE APPROVED EQUPIMENT VALUES: Rp = 3.0 ap= 2.5 Slo= 2.5 Ie — 1.0 MAY 03 2019 City of Tukwila BUILDING DIVISION (c) SHUTLER all111111 CONSULTING 1111111/ MIN .."111 ENGINEERS, INC. 12503 Bel -Red Road, Suite 100 Bellevue, WA 98005 (425) 450-4075 * FAX (425) 450-4076 JOB ).)- Fteroi4 T) SHEET No. CALCULATED BY DATE SCALE OF CALCULATION OF SEISMIC DESIGN PARAMETERS BASED ON SECTION 12.8 OF ASCE 7-10 Seismic Criteria: Risk Category, I, II, III or IV (Table 1.5-1 of ASCE 7-10) Seismic importance factor, le (Table 1.5-2 of ASCE 7-10) Mapped spectral response for short periods, Ss (Site specific) Mapped spectral response acceleration at a period of 1 second, Si (Site specific) Site soil class (From soils report) Response modification factor, R (Table 12.2-1 of ASCE 7-10) R, (Table 12.2-1 of ASCE 7-10, footnote g for flexible diaphragms) Ct (Table 12.8-2 of ASCE 7-10) Average roof height Long period transition period, TL (Figure 22-12 of ASCE 7-10) Ta = Ct * (hr)x, X = 0.75 Fa (Table 11.4-1 of ASCE 7-10) F, (Table 11.4-2 of ASCE 7-10) Maximum spectral response acceleration at short periods, SMS = Fa * Ss Maximum spectral response acceleration at 1-second, SM1 = F, * Si Design spectral response acceleration at short periods, Srn = 2/3 *Sms Design spectral response acceleration at 1-second, SDI = 2/3 * SMI Seismic Design Category based on short period response acceleration Seismic Design Category based on 1-second period response acceleration Seismic Design Category, choose most severe of above two. Cs = Spsi( IR/ le ) If T < TL then Cs(max) = SDI (T * (R/I)) If T > TL then Cs(max) = SDI *T / ( T2 * (R I )) CS(min) = 0.044 * Sin * le => 0.01 If Si is equal to or greater than 0.6g, then Cs(min) = 0.50 * Si / ( R/I ) Seismic Design Force V = Cs *W = 0.191 W Diaphragm Shear force Fpx (min) = 0.2 * Sps * le * WPX Fpx (max) = 0.4 *SD$ * le * WPX ASCE 7-10 section 12.10.1.1 = 0.191 WPX = 0.382 WPX = 1.00 143.20 53.40 0 5.00 2.00 0.02 25.00 6.00 = 0.224 Sec. = 1.000 = 1.500 = 1.432 = 0.801 = 0.955 = 0.534 = 0.191 Controls = 0.478 = N.A. = 0.042 = N.A. File:Seismic cover ASCE 7-10.xls, modified 7-25-13 1111.11 SHUTLER MIN MIN CONSULTING 11.11. ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHEET NO. CALCULATED BY Fri* 3/5/PDial DATE SCALE OF 0 I I I MEE, OMMOIMMEMI MO IPI 1 1,IIIIIII, UM MINMVEMEMMIMMEMMEMEMMUMEMMO 1111111111111111111111111111111 MEL iiiiiiiiiiiiiiiiiii 1111111111111111111111111111111 Empoilimmumumm ..... ..................... 111111.1111.11111111111111.1111 monommonammo impoimmomipm 11111111PP 2III. rT1 4=.111 SHUTLER 11.1111.111111111 CONSULTING Will.111M ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 • JOB 41-tk.sTik SHEET NO. 5 3 CALCULATED BY 14 DATE 05 411 00 )ci SCALE OF MIIMMEMM MEM Mr DEEM7711111 MI 111111111111 111 11111111 III 1 111 "Pill 111111 1111111 1111101 III 1 MINIM 11111111111111111 11111111 b1111 1111111110/ Illimill1=11111 111111011111111111111111111111 IIIIII1IIiEiiiiIIIIIPJRPIIiI 11 WWII III 111111019011 II IIII 111111 IIII 111111 III I I III" 11 mommumgmmimmum mmormrimmismmmumm mum MP' mamma= Is mmmammumm mu mammommumm m Immo mu 91111111191111111111 www.hilti.us Profis Anchor 2.8.0 Company: Specifier. Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 4/18/2019 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: Reinforcement Seismic loads (cat. C, D, E, or F) Kwlk Bolt TZ - CS 1/2 (3 1/4) = 3.250 in., h„„,,, = 3.625 in, Carbon Steel ESR-1917 4/1/2018 I 5/1/2019 Design method ACI 318 / AC193 et, = 0.000 in. (no stand-off); t = 0.500 in. x ly x t = 20.000 in. x 20.000 in. x 0.500 in.; (Recommended plate thickness: not calculated S shape (AISC); (L xWx Tx FT) = 3.000 in. x 2.330 in. x 0.170 in. x 0.260 in. cracked concrete, 2500, fc' = 2,500 psi; h = 6.000 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement none or < No. 4 bar no R - The anchor calculation is based on a rigid baseplate assumption. Geometry [in.] & Loading [Ib, in.113] •;111).14filr'IllfTli.-- • --,1•410 •-.)i bl • Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilt is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.8.0 2 4/18/2019 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 0 3,500 0 3,500 max. concrete compressive strain: - max. concrete compressive stress: - [Psi] resulting tension force in (x/y)=(0.000/0.000): 0 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] Anchor forces are calculated based on the assumption of a rigid baseplate. 3 Tension load Load ts1,,„ [lb] Capacity 4, N, [lb] Utilization I3N = Nun14)Nn Steel Strength* N/A N/A N/A Pullout Strength* N/A N/A N/A Concrete Breakout Strength** NIA N/A N/A • anchor having the highest loading —anchor group (anchors in tension) Status N/A N/A N/A Input data and results must be checked for agreement with the westing candid ons and for piausibilityl PROFIS Anchor ( c ) 2003-2009 Hill AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier. Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.8.0 3 4/18/2019 4 Shear load Load V. [lb] Capacity + Vn [Ib] Utilization 13, = V,,,l4, Vn Status Steel Strength* 3,500 3,572 98 OK Steel failure (with lever arm)' N/A N/A N/A NIA Pryout Strength** 3,500 6,972 51 OK Concrete edge failure in direction ** N/A N/A N/A N/A * anchor having the highest loading "anchor group (relevant anchors) 4.1 Steel Strength V68 = ESR value Vsteel 2 Vua Variables Ase,V [in.2] refer to ICC-ES ESR-1917 ACI 318-08 Eq. (D-2) fa, [psi] 0.10 Calculations V. [Ib] 5,495 Results V. [Ib] 5,495 106,000 q steel 0.650 m V6a [lb] 3,572 4.2 Pryout Strength Vcp = kcp [ (t) ty ed,N W c,N W cp,N Nb] AN, see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANco = 9 h! 1 Wec,N— 1+2eN 51.0 3 hef W ed,N = 0.7 + 0.3 (Ce_mn) 5 1.0 1.5hef W cp,N = MAX (Gwen, 1 Cecef) 5 1.0 Nb = kc X • heis Va[lb] 3,500 ACI 318-08 Eq. (D-30) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Variables k, hef [in.] ec1,N [in.] a,2,N [in.] c 2 3.250 0.000 0,000 W a,N cac [in.] kc 1.000 7.500 17 Calculations ANC [in.2] 95,06 Results Vcp [Ib] 9,960 ANc0 [in.) W ect.N 95.06 1.000 can«eta 4, Vq, [Ib] 0.700 6,972 1v fc [psi] 2,500 W ec2,N W ed,N W cp,N Nb [lb] 1.000 1.000 1.000 4,980 Vua [Ib] 3,500 Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor (c) 2003-2009 Hilb AG, FL-8494 Schwan Hilti is a registered Trademark of Hilti AG, Schaan AMM SHUTLER ■- CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB 41[Yrii SHEET NO. r l CALCULATED BY Pert' DATE OF Haol9 SCALE ■■■■■■■■■■■■0■■■■■■■■ R1 Eli' Mai 1E-21 .181111111111111 •UI.Iau .ipuiiiluliiiiiiiiiiiiuiiI ■■■■ummumm■■ .......L..L� • ■■■murnmi■■■■■■■■■■■■mi■■■o■■■ ■■■■■■ MM■■■■ ■■ ■■■■■■■M■■■■ ■■■■■■ ■■■■■■ ■■ ■■■■■■OM■.■■■ MIIMEMOMEMMEMEMMEMMEMWENANIMME log !ii!!ii!I!ii1Iii 1 limmalmillimillon www.hilti.us Profis Anchor 2.8.0 Company: Specifier. Address: Phone I Fax: E-Mail: Page: Project Sub -Project I Pos. No.: Date: 4/18/2019 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (3 1/4) Effective embedment depth: het = 3.250 in., hnom = 3.625 in. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: 4/1/2018 15/1/2019 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.500 in. lx x ly x t = 20.000 in. x 20.000 in. x 0.500 in.; (Recommended plate thickness: not calculated S shape (AISC); (L x Wx Tx FT) = 3.000 in. x 2.330 in. x 0.170 in. x 0.260 in. Base material: cracked concrete, 2500, fb' = 2,500 psi; h = 6.000 in. Reinforcement tension: condition B, shear. condition B; no supplemental splitting reinforcement present edge reinforcement none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no R - The anchor calculation is based on a rigid baseplate assumption. Geometry [in.] & Loading [lb, in.lb] Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor (c) 2003-2009 HMI AG, FL-9494 Schaan Hllti Is a registered Trademark of Hilti AG, Schaan wvnv.hilti.us Company: Specifier Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2. .0 2 4/18/2019 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 1,333 0 1,333 2 0 1,333 0 1,333 3 0 1,333 0 1,333 max. concrete compressive strain: - rAlo) max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] Anchor forces are calculated based on the assumption of a rigid baseplate. 3 Tension load Load N„,, [lb] Capacity 4) Nn [lb] Utilization 13, = N„./41N5 Status Steel Strength* Pullout Strength* Concrete Breakout Strength** • anchor having the highest loading N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A **anchor group (anchors in tension) Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor (c ) 2003-2009 Hilti AG, FL-9494 Schoen Hilti is a registered Trademark of Hilti AG, Schaan S-Y0 www.hilti.us Company: Specifier. Address: Phone 1 Fax: E-Mail: Profis Anchor 2.8.0 Page: 3 Project: Sub -Project I Pos. No.: Date: 4/18/2019 4 Shear Toad Load V,,, [Ib] Capacity 4, Vn [Ib] Utilization g„ = VUJ Vn Status Steel Strength* 1,333 3,572 38 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 4,000 17,337 24 OK. Concrete edge failure in direction " N/A N/A N/A N/A anchor having the highest loading "anchor group (relevant anchors) 4.1 Steel Strength Vs, = ESR value 4) Vsleel Z Vaa Variables Ase,v [in?] refer to ICC-ES ESR-1917 ACI 318-08 Eq. (D-2) f,ne [psi] 0.10 Calculations Vs. [Ib] 5,495 Results Vs, [lb] 5,495 106,000 0 steel 0.650 4) Vse [Ib] 3,572 4.2 Pryout Strength Vcpg ©©A�N�c _ kcp [ 11// \^Ivice) W ec,N W ed.N W c,N W cp,N Nb] Vcpg 2 Vua AN. see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANe0 = 9 lir 1 Wec,N=1+2eN51.0 3 her W ed,N = 0.7 + 0.3 s 1.0 1.5hef W cp,N = MAX(i"' 1.5hef) s 1.0 sec sec Nb = kc l hefs Vua [Ib] 1,333 ACI 318-08 Eq. (D-31) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Variables kcp her [in.] ect,N [in.] ec2,N [in•] 2 3.250 0.000 0.000 W c,N ;lc [in.] kc 1.000 7.500 17 Calculations ANc [in.2] 236.38 Results Vcpg Pb] 24,768 ANco [in.2] W ac1.N 95.06 1.000 0 concrete a1 Vcpg [Ib] 0.700 17,337 W ec2,N 1.000 Vu8 [lb] 4,000 es fc [psi] 2,500 W ed,N 1,000 W cp,N Nb llb) 1.000 4,980 Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schwan Hilti is a registered Trademark of Hilti AG, Schaan 4 SHUTLER JOB `11-ff-s-r-sk, 4,g • CONSULTING emormiim ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 SHEET NO. S CALCULATED BY OF DATE ))--7 SCALE • • , ' l..- C ... 111.1.1111111.1111 mil 1INN • . . iggisiat- .\., . a , limmill t ( _ • - - ip,,,:. , r iv; ...... LA_ .;- , iqi oir ,,, 1 1 11111111111 - will I .1 1 1111 1. 11111 III 1111 ijo A I Iiit 1-. , .1 - t I mg 5 a. f r. • 74 L.:. • i o04 4\11 ., , 1 i - 0, v- Shutler Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 MI. MIN =I (425) 450-4075 * Fax (425) 450-4076 Description : VP Line Catwalk Project Title: Engineer: Project ID: D, Project Descr: • Printed: 17 APR 2019, 2:31PM „,...,'„Fzile?,,,,•)U401Apdy\ppCUME;11EIERCA4..,11Stia:sta. ikaPYdglif ENtReAlta`id,$6772s0'101'4) Licensee : SHUTLER CONSULTING ENGINEERS Joint Loads.... Joint Label Load Direction Dead Roof Live Note: Loads labeled "Global Y" act downward (in "-Y" direction) Load Magnitude Live Snow Seismic Wind Earth 4 4 Global Y Global X 0.280 1.120 0.10 k k Stress/Strength Load Combinations ASCE 7-16 Load Combination Description Cd 0.2*Sds* Dead Seismic Load Combination Factors Roof Live Live Snow Wind Seismic Rho Earth +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.750Lr+0.450W+H +D+0.750S+0.450W+H +0.60D+0.60W+0,60H +D+0.70E+0.60H +D+0.750L+0.7505+0.5250E+H +0.60D+0.70E+H 0.9 1 1.25 1.15 1.25 1.15 1.6 1.6 1.6 1,6 0.9 1.15 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.60 1.0 1.0 0.60 1.0 1.0 0.750 0.750 0.750 0.750 0.750 1.0 0.60 0.450 0.750 0.450 0.60 0.750 0.750 0.70 0.5250 0.70 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.60 0.60 1.0 1.0 Reaction Load Combinations ASCE 7-16 Load Combination Description Dead Load Combination Factors Roof Live Live Snow Wind Seismic Earth +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.750Lr+0.450W+H +D+0.750S+0,450W+H +0,60D+0.60W+0,60H +D+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H +0,60D+0.70E+H D Only Lr Only L Only S Only W Only E Only H Only 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.60 1.0 1.0 0.60 1.0 1.0 1.0 0.750 0.750 0.750 0.750 0.750 1.0 1,0 0.60 0.450 0.750 0.450 0.60 0.750 0.750 1,0 1.0 1.0 0.70 0.5250 0.70 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.60 0.60 1.0 1.0 1.0 ra Description : ine Catwalk Shutler Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 (425) 4504075 " Fax (425) 450-4076 Project Title: Engineer: Project ID: Project Descr: 5-I 3 Printed: 17 APR 2019, 2:31PM Ag-1091141,-1041-1M„ -1ENERCA:7:11S6.01:"00i.f.,?:j. Licensee : SHUTLER CONSULTING ENGINEERS Deflection Load Combinations ASCE 7-16 Load Combination Description Dead Load Combination Factors Roof Live Live Snow Wind Seismic Earth +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0,750L+H +0+0.750L+0.750S+H +D+0.60W+H +D+0.750Lr+0.450W+H +D+0,750S+0.450W+H +0.60D+0.60W+0.60H +D+0,70E+0.60H +D+0.750L+0.750S+0.5250E+H +0.60D+0,70E+H D Only Lr Only L Only S Only W Only E Only H Only 1.0 1.0 1.0 1.0 1.0 1.0 tO 1.0 1.0 0.60 1.0 1,0 0,60 1.0 1.0 1.0 0.750 0.750 0.750 0.750 0750 1.0 1.0 0.60 0,450 0.750 0.450 0.60 0.750 0.750 1.0 1.0 1.0 0.70 0.5250 0.70 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.60 0.60 1.0 1.0 1,0 Extreme Joint Displacements On y Load Combinations giving maximum values are listed Joint Label X in Joint Displacements Y in Radians 1 Max 1 Min 2 Max 2 Min 3 Max 3 Min 4 Max 4 Min 5 Max 5 Min 6 6 7 7 8 Max 8 Min Max Min Max Min 0.0 E Only 0.0 .750L+0.750S+0.5250E 0.06194 E Only 0.03252 +D+0.750L+0.750S+0.5250E 0.1527 E Only 0.08016 +D+0.750L+0.750S+0.5250E 0.1941 E Only 0.1019 + +0.75CL+0.750S+0.5250E 0.0 E Only 0.0 + +0.750L+0.750S+0.5250E 0.06194 E Only 0.03252 .750L+0.750S+0.5250E 0.1527 E Only 0.08016 +D+0.750L+0,750S+0.5250E 0.1941 E Only 0.1019 + +0.750L+0,750S+0.5250E 0.0 E Only 0.0 +D+L+H 0.000270 E Only -0.000516 +Di-L+H 0.000534 E Only -0.001375 +D+L+H 0.000603 E Only -0.001891 +D+L+H 0.0 +0.60D+0.60W+0.60H 0.0 +D+0.750L+0.750S+0.5250E -.0000620 +0.60D+0.60W+0.60H -0.000554 +D+0.750L+0,750S+0.5250E -0.000165 +0.60D+0.60W+0.60H -0.001380 +D+0.750L+0.750S+0.5250E -0.000227 +0.600+0.60W+0,60H -0.001891 +D+L+H -0.000953 +D+0.750L+0.750S+0.5250E - 0.001816 E Only -0.000803 +D+0,750L+0.750S+0.5250E -0.001530 E Only -0.000646 +D+0.750L+0.750S+0.5250E -0.001230 E Only -0.000512 +D+0.750L+0.750S+0.5250E -0.000975 E Only -0.000953 +D+0.750L+0.750S+0.5250E -0.001816 E Only -0.000803 +D+0,750L+0.750S+0.5250E -0.001530 E Only -0.000646 +D+0.750L+0.750S+0.5250E - 0.001230 E Only -0.000512 +0+0.750L+0.750S+0.5250E -0.000975 E Only Description : M VP Line Catwalk Shutler Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 (425) 450-4075 * Fax (425) 450-4076 Project Title: Engineer: _) 4 Project ID: Project Descr: Printed_ 17 APR 2019, 2:31 PM lisersWndyIDOCUME 31ENERCA 110ha' ila ghfENERCALC INC 19&31016 Build 1b 181 Licensee : SHUTLER CONSULTING ENGINEERS eme Joint Reactions Only Load Combinations giving maximum values are listed Joint Label X k 2 4 Max Min Max Min Max Min Max Min 5 Max 6 7 Min Max Min Max Min Max Min -0.05250 +0+0.750L+0.7505+0.5250E -0.10 E Only oint Reactions Y k 1.40 +D+L+H -0.7333 E Only -0.05250 1.505 750L+0.7503+0.5250E +D+0.750L+0.7505+0.5250E -0.10 0.1680 E Only +0.60D+0.60W+0.60H Z k-ft Extreme Member End Forces Only Load Combinations giving maximum values are listed Member Label Axial 1.40 +D+L+H -0.3453 +0.60D+0.70E+H 1.40 +D+L+H -0.1327 +0.60D+0.70E+H 0.0 .750E+0.7505+0.5250E 0.0 +D+L+H 1.40 +D+L+H 0.03581 +0.60D+0.70E+H 0.0 +D+0.70E+0.60H 0.0 +D+L+H 1-2 Max 1-2 Min 2-3 Max 2-3 Min 2-6 Max 2-6 Min M 3-4 Min 3-7 Max 3-7 Min Member " I" End Forces Shear k Moment k-ft 0.070 0.0 +D+0.70E+0.60H +D+L+H 0.0 0.0 +0+0.750Lr+0.750L+H +D+0.750L+0.7505+0.5250E 0.070 +0.60D+0.70E+H 0.0 +D+L+H 0.0 +D+L+H -0.2127 +D+0.70E+0.60H 0.070 +D+0.70E+0.60H 0.0 +D+L+H 0.0 +D+L+H -0.1685 +D+0.70E+0.60H 0.1090 +0.60D+0.70E+H 0.0 +D+L+H 0.0 +D+L+H -0.3190 +0.60D+0.70E+H 0.01171 +0+0.70E+0.60H 0.0 +D+L+H 0.0 +D+L+H -0.2527 +0+0.70E+0.60H Axial 0.3453 +0.60D+0.70E+H -1.40 +D+L+H 0.1327 +0.60D+0.70E+H -1.40 +D+L+H 0.0 +D+L+H 0.0 750E+0.7505+0.5250E -0.03581 +0,60D+0.70E+H -1.40 +D+L+H 0.0 +D+L+H 0.0 +D+0.70E+0.60H Member" J " End Forces Shear k 0.0 +D+0.750Lr+0.750L+H -0.070 +D+0.70E+0.601-1 0.0 +D+L+H -0.070 +0.60D+0.70E+H 0.2127 +D+0.7OE+0.60H 0.0 +D+L+H 0.0 +D+L+H -0.070 +D+0,70E+0.60H 0.1685 +0+0.70E+0.60H 0.0 +D+L+H Moment k-ft 0.210 +D+0.7OE+0.60H 0.0 +D+0.750Lr+0.750L+H 0.2410 +0.60D+0.70E+H 0.0 +0.60D+0.60W+0.6OH 0.0 +D+L+H -0.3190 +0+0.70E+0.60H 0.1983 +D+0.70E+0.60H 0.0 +D+L+H 0.0 +D+L+H -0.2527 +0+0.70E+O.60H Description : VP Line Catwalk Shutler Consulting Engineers, Inc. 2503 Bel -Red Road Suite 100 Bellevue, WA 98005 (425) 4504075 * Fax (425) 450-4076 Project Title: Engineer: Project ID: Project Descr: Printed: 17 APR 2019, 2:31PM aie*ipyngiTE,CAt10NC;',19.63;idte]Z6V.7107'firiffS Licensee : SHUTLER CONSULTING ENGINEERS Extreme Member End Forces Only Load Combinations giving maximum values are listed Member Label Axial mb " " End Forces Shear k 4-8 Max 4-8 Min 5-6 Max 5-6 Min 6-7 Max 6-7 Min 7-8 Max 7-8 Min 0.0 +13+0.70E+0.60H 0,0. +0.60D+0.70E+H 1.505 +0+0.750L+0.750S+0.5250E 0.1680 +0,60D+0.60W+0.60H 1.40 +D+L+H 0.1680 +0.60D+0.60W+0.60H 1.40 +D+L+H 0.1680 .60W+0.60H 0.0 +0+L+H -0.1322 0.070 +D+0.70E+0.60H 0.0 +D+L+H 0.070 +D+0.70E+0.60H 0.0 +D+L+H 0.070 +D+0.70E+0.60H 0.0 +D+0.750Lr+0.750L+H Moment k-ft 0.0 +D+L+H -0.1983 40.60D+0.70E+H 0.0 +D+0.70E+0.60H 0.0 +0+L+H 0.1090 +D+0.70E+0.60H 0.0 +D+L+H 0.01171 +D+0.70E+0.60H 0.0 +D+L+H Axial k 0.0 +0,60D+0.70E+H 0.0 +D+0,70E+0,60H -0.1680 +0,60D+0.60W+0.60H -1.505 .750L+0.750S+0.5250E -0.1680 +0.60D+0.60W+0.60H -1.40 +D+L+H -0.1680 +0.60D+0.60W+0.6011 -1.40 +D+L+H ember" J " End Forces Shear k 0.1322 +D+0.70E+0.60H 0.0 +D+L+H 0.0 +D+L+H -0.070 4+0.70E+0.60H 0.0 +D+L+H -0.070 +D+0.70E+0.60H 0.0 +D+0.750Lr+0.750L+H -0.070 +0+0.70E+0.60H Moment k-ft 0.0 +D+L+H -0.1983 +D+0,70E+0,60H 0.210 +D+0.70E+0.60H 0.0 +D.L+H 0.2410 +D+0.70E+0.60H 0.0 +D+L+H 0.1983 +0+0.70E+0.60H 0.0 +0.60D+0,60W+0,60H Extreme Member Forces Only Load Combinations giving maximum values are listed Mmbr Label Axial Dist from 'I" Joint Moment * Dist from T Joint Shear Dist from 'I" Joint 1-2 0,3453k 0.0 ft -0.003214 k-ft 0.06122 ft 0.070 k 0,0 ft Max +0.60D+0.70E+H +D+0.750L+0.750S+0.5250E+H +D+0.70E+0.60H 1-2 -1.40k 0.0 ft -0.210 k-ft 3,0ft 0.05250 k 0,0 ft Min +D+L+H +D+0.70E+0,60H +D+0.750L+0.750S+0.5250E+H 2-3 0.1327k 0.0 ft 0,10901qt 0.0 ft 0.070 k 0.0 ft Max +0.600+0.70E+H +0.600+0.70E+H +0.60D+0.70E+H 2-3 -1.40k 0.0 ft -0.2410 k-ft 5.0ft 0.05250 k 0,0 ft Min +D+L+H +0.600+0.70E+H +D+0.750L+a750S+0.5250E+H 2-6 0.0k 0.0 ft 0.3190 k-ft - 3.0ft -0.1595 k 0.0 ft Max +D+0.70E+0.60H +0+0.750L+0.750S+0.5250E+H 2-6 0.0k 0.0 ft -0.3190 k-ft 0.0ft -0.2127 k 0.0 ft Min +0.60D+0.70E+H +D+0.70E+0.60H 3-4 -0.03581k 0.0 ft 0.01171 k-ft 0.0 ft 0.070 k 0.0 ft Max +0.60D+0.70E+H +D+0.70E+0.60H +0+0.70E+0.60H 3-4 -1,40k 0.0 ft -0,1983 k-ft 3.0 ft 0,05250 k 0.0 ft Min +D+L+H +0+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H 3-7 0.0k 0.0 ft 0.2527 k-ft 3,0 ft -0.1264 k 0,0 ft Max +D+0.70E+0.60H +D+0,750L+0,7503+0,5250E+H 3-7 0.0k 0,0 ft -0.2527 k-ft 0.0 ft -0,1685 k 0.0 ft Min +D+0,70E+0,60H +0+0.70E+0.60H 4-8 0.0k 0.0 ft 0.1983 k-ft 3,0 ft -0.09915 k 0.0 ft Max +D+0.70E+0.60H +0+0,750L+0.750S+0,5250E+H 4-8 0.0k 0,0 ft -0.1983 k-ft 0.0 ft -0.1322 k 0.0 ft Min +0.600+0.70E+H +D+0.70E+0.60H 5-6 -0.1680k 0.0 ft -0.003214 k-ft 0,06122 ft 0.070 k 0,0 ft Max +0.600+0.60W+0.60H +0+0.750L+0.750S+0.5250E+H +D+0.70E+0.60H 5-6 -1.505k 0.0 ft -0.210 k-ft 3,0 ft 0.05250 k 0,0 ft Min +D+0.750L+0.750S+0.5250E+H +D+0.70E+0.60H +0+0.750L+0.750S+0.5250E+H 6-7 -0.1680k 0.0 ft 0.1090 k-ft 0.011 0.070 k 0.0 ft Max +0.60D+0.60W+0.60H +0+0.70E+0.60H +D+0.70E+0.60H 6-7 -1.40k 0.0 ft -0.2410 k-ft 5.0f1 0.05250 k 0,0 ft Min +D+L+H +D+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H 7-8 -0.1680k 0.0 ft 0.01171 k-ft 0.0 ft 0.070 k 0.0 ft Max +0.60D+0.60VV+0.60H +D+0.70E+0.60H +D+0.70E+0.60H 7-8 -1.40k 0,0 ft -0.1983 k-ft 3.0 ft 0.05250 k 0.0 ft Min +D+L+H +D+0.70E+0.60H +D+0.750L+a750S+0.5250E+H Description : VP Line CON lk Shutler Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 (425) 450-4075 * Fax (425) 450-4076 Project Title: Engineer: Project ID: Project Descr: S - I b Printed: 17 APR 2019, 2:31PM ''''t,4i4f.#te:1-1010,,,*-110?.9.9.41:g4f,P3C.451§,t0.4; i:Y19.6 2,13iiiiiiijOlkf24' Licensee : SHUTLER CONSULTING ENGINEERS Member Stress Checks... Stress Checks per AISC 360-10 & NOS 2012 Member Label Section Label Material Max. Axial + Bending Stress Ratios Load Combination Ratio Status Dist (ft) Max. Shear Stress Ratios Load Combination Ratio Status Dist (ft) 1-2 2-3 2-6 3-4 3-7 4-8 5-6 6-7 7-8 Column Column Brace Column Brace Brace Column Column Column Stee Stee Stee Stee Stee Stee Stee Stee Stee + 0.60D+0.70E+H + 0.60D+0.70E+H +0+0.70E+0.60H +D+0.750L40.750S+0.5250E +D+0.70E+0.60H +D+0.70E+0.60H +0+0.70E+0.60H +0+0,70E+0.60H +D+0.750L+0.750S+0.5250E 0.020 0.021 0.133 0,018 0.105 0,082 0.022 0.024 0.019 PASS PASS PASS PASS PASS PASS PASS PASS PASS 3.00 5.00 3.00 3.00 3.00 3.00 3.00 5.00 3.00 + 0+0.70E+0,60H +0.60D+0.70E+H +0+0,70E40.60H + D+0.70E+0.60H +D+0.70E+0.60H +D+0.70E+0.60H +D+0.70E+0,60H +D+0.70E+0.50H +D+0.70E+0.60H 0.003 0.003 0.020 0,003 0.015 0.012 0.003 0.003 0.003 PASS PASS PASS PASS PASS PASS PASS PASS PASS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Shutler Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 (425) 450-4075 * Fax (425) 450-4076 Project Title: Engineer: Project ID: Project Descr: Printed: 17 APR 2019, 2:31PM 2-D Frame Lic. # : KW-06000346 Description : VP Line Catwatk File = CAUsers‘Andy1DOCUME-11ENERCA-11Shasta.ec6 . Softwarecopyght ENERCALC, INC. 1983-2018, Build:10.18.12,13 . Licensee : SHUTLER CONSULTING ENGINEERS 1111111111 Shutler Consulting Engineers, Inc. _ . 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 111111.1 -1_ (425) 450-4075 * Fax (425) 450-4076 Description : VP Line Catwalk Project Title: Engineer: Project ID: Project Descr: Printed: 17 APR 2019, 2:31PM C 1UserPW,9dyIDOCIAI ,1;IE ,W!N. 11Shasta ecl are copynghtENERCALC INC 1983-2018 Build:1018121' Licensee : SHUTLER CONSULTING ENGINEERS Joints... Joint Label Joint Coordinates ft9 X ft X Translational Restraint Y Translational Restraint Z Rotational Restraint Joint TTemp 1 2 3 4 5 6 7 8 0.0 0.0 0.0 0.0 3.0 3.0 3.0 3.0 0.0 3.0 8.0 11.0 0.0 3.0 8.0 11.0 Fixed Fixed Fixed Fixed 0 0 0 0 0 0 0 0 Members .. Member Label 1-2 2-3 2-6 3-4 3-7 4-8 5-6 6-7 7-8 Property Label Column Column Brace Column Brace Brace Column Column Column Endpoint Joints I Joint J Joint 1 2 2 3 3 4 5 6 7 2 3 6 4 7 8 6 7 8 Member Length ft 3.000 5.000 3.000 3.000 3.000 3.000 3.000 5.000 3.000 Releases Specify Connectivity of Member Ends to Joints x I End z (rotation) x J Eny z (rotation) Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Member Stress Check Data... Member Label Unbraced Lengths Lu:z ft Lu:y Slenderness Factors K:z K:y AISC Bending & Stability Factors Cm Cb 1-2 2-3 2-6 3-4 3-7 4-8 5-6 6-7 7-8 3.000 5.000 3.000 3.000 3.000 3.000 3.000 5.000 3.000 3.000 5.000 3.000 3.000 3.000 3.000 3.000 5.000 3.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.000 1,000 1,000 1.000 1.000 1.000 1.000 1.000 1.000 1.000. 1.000 1,000 1.000 1.000 1.000 1.000 1.000 1.000 Materials,.. Member Label Youngs ksi Density kcf Thermal in/degr Yield ksi Default Steel Wood 1,00 29.000.00 1,800.00 0.000 0.490 0.035 0.000000 0.000007 0.000000 1.00 50.00 0.00 Wood Material Data... Wood, Not Defined, Density= 35.0pcf, FbT=1000psi, FbC=1000psi, Fv=1000psi, Ft= 1000, Fc= 400psi, E Bend XX=1800ksi, E BendMin XX= 1800ksi, E Beny YY=1800ksi, E BendMin YY=1800ksi, E Axial=1800ksi, Species= , Grade= Any, Class= Member Sections... Prop Label I Group Tag Material Area HSS2x2x1/4 HSS4x4x1/4 I Brace I Steel I Column I Steel 1.510 inA2 3.370 inA2 Depth 2.0 in 4.0 in Width 2.0 in 4.0 in Ixx 0.7470 in^4 7.80 inA4 lyy 0.7470 inA4 7.80 inA4 Joint Loads.... Note: Loads labeled "Global Y" act downward (in "-Y" direction) Joint Label Load Direction Load Magnitude Dead Roof Live Live Snow Seismic Wind Earth 8 8 Global X Global Y 0.280 1.120 0.10 k k AMMER SHUTLER MEM CONSULTING MI IMO I= ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB 041-s-r4 VP 1-1- SHFET NO 5 - CALCULATED BY )-) OF DATE hS II SCALE ME"METIW =MI =MENNEN' MI 11•111111 IIIIIIIIIII MMIIMMEMME • ME MUM IMO 1111111111 IIIII1IIII 111111111111 s4 -rbT 111111 IMMEMEMEME MN= IIMMENEZ =MEMO MIIMMEMERM MINIMPM REMMEMMEM ORMIIMMIM 11111111 1111 1111111111111111 IIMMEMINIMM MEMMEMEMI 1■■111..T1 www.hilti.us Profis Anchor 2.8.0 Company: Specifier. Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 3/8/2019 Specifier's 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: Reinforcement Seismic loads (cat. C, D, E, or F) Kwik Bolt TZ - CS 1/2 (31/4) het = 3.250 in., hnom = 3.625 in. Carbon Steel ESR-1917 4/1/201815/1/2019 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.500 in. lx x 1, x t = 4.000 in. x 8.000 in. x 0.500 in.; (Recommended plate thickness: not calculated S shape (AISC); (L x Wx Tx FT) = 3.000 in. x 2.330 in. x 0.170 in. x 0.260 in. cracked concrete, 2500, fb' = 2,500 psi; h = 420.000 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement none or < No. 4 bar no R - The anchor calculation is based on a rigid baseplate assumption. Geometry [in.] & Loading [lb, in.lb] 0o Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5- ) www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Profis Anchor 2.8.0 Page: 2 Project: Sub -Project I Pos, No.: Date: 3/8/2019 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 1,600 1,600 0 2 0 1,600 1,600 0 max. concrete compressive strain: - ri+01 max. concrete compressive stress: - [Psi] resulting tension force in (x/y)=(0.000/0.000): 0 Pi resulting compression force in (x/y)=(0.000/0.000): 0 lib) Anchor forces are calculated based on the assumption of a rigid baseplate. 3 Tension load Load Nun [lb] Capacity + Nn [Ib] Utilization f3N = Nude Nn Status Steel Strength* N/A N/A N/A NIA Pullout Strength* N/A N/A N/A N/A Concrete Breakout Strength** N/A N/A N/A N/A • anchor having the highest loading **anchor group (anchors in tension) Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hai AG, FL-9494 Sc.haan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier Address: Phone I Fax: E-Mail: Page: Project Sub -Project I Pos. No.: Date: Profis Anchor 2.8.0 3/8/2019 4 Shear load Load V„„ [Ib] Capacity 4) V„ [Ib] Utilization p = V.J.V,, Status Steel Strength* 1,600 3,572 45 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 3,200 11,263 29 OK Concrete edge failure in direction " N/A N/A N/A N/A * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vs. = ESR value refer to ICC-ES ESR-1917 4, Vstaai V. ACI 318-08 Eq. (D-2) Variables Nev R1.1 fata [psi] 0.10 106,000 Calculations V. [Ib] 5,495 Results Vs. [Ib) 4) steel 4> Vsa [lb] Va. [lb] 5,495 0.650 3,572 1,600 4.2 Pryout Strength ANe Vcr9 = "ea RANco W ec,N ed.N 11 c,N wea ACI 318-08 Eq. (D-31) Vcpg Vu. ACI 318-08 Eq. (D-2) Aw see ACI 318-08, Part 0.5.2.1, Fig. RD.5.2.1 (b) Abidf = 9 h,if ACI 318-08 Eq. (D-6) 1 s 1.0 ACI 318-08 Eq. (D-9) oc,r, (.1 + 2 eN 3 her w .1,14 = 0.7 + O. 1.0 ACI 318-08 Eq, (D-11) .""^ = .(Cayrin 1.5h0f Wcp,N 1.0 ACI 318-08 Eq. (D-13) ,ac Cac Nb = kb Iffchj5 ACI 318-08 Eq. (D-7) Variables kep he [in.] es,,N [in.] eczN [in.] 2 3.250 0.000 0.000 e.N cas [in.] ks 1.000 6.000 17 Calculations ANs [in.] 153.56 Results \ism [lb] 16,090 Aryo [in.2] w ect,N 95.06 1.000 41 concrete Vpg [ib] 0.700 11,263 1 ec2N 1.000 Vu. [Ib] 3,200 ca,„sa (in.] fc [psi) 2,500 >41 ed.N 1.000 cp.N 1.000 Nb [Ib] 4,980 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilt] Is a registered Trademark of Hilti AG, Schaan r— STRUCTURAL CALCULATIONS RECEIVED CITY OF TUKWILA APR 2 4 2019 PERMIT CENTER Client: Project: Shasta Beverages Inc. — Variety Pack Air & Gas Lines Location: 1227 Andover Park East, Tukwila, "WA 98188 Building Code: 2015 IBC Plump File No: S. 904062.2 By: O.J. Date: 1pri 9 2019 Revisions: These calculations not valid unless signed and sealed in space above. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 03 2019 City of Tukwila BUILDING DIVISION 0 914 E. Katella Avenue, Anaheim, CA 92805 (714) 385-1835 Fax (714) 385-1834 PLUMP Engineering, Inc. 914 E. KateIla Ave. Anaheim, California 92805 P:714.385.1835 F:714.385.1834 Inc www.peica.com LATERAL ANALYSIS: Pipe Support 2015 IBC - Seismic Load F, = 1,000 Ss = 1.432 1p = 1.00 SMS = Fa x Ss = 1.432 Rp = 3.00 Sos = 0,67 x Sms = 0.955 ap = 2.50 Fp(max) = 1.6S0s1pWp = Fp = 0.4apSoslp(1+2z/r)/RpWp = Fp(min) = 0.3SosIpWp= SEISMIC COEF. = VERTICAL COEF. = 1.53 Wp ASCE 7-10 EQ. 13.3-2 0.95 Wp ASCE 7-10 EQ. 13.3-1 0.29 Wp ASCE 7-10 EQ. 13.3-3 0.67 Wp (ASD) 0.13 Wp (ASD) z = 1.00 r = 1.00 00 = 2.50 PIPE SUPPORT DESIGN Type Weight ay Total Weight 2" Copper Type L (Air) , 1.75 x 1 = 1.75 plf + 5% Misc. 0.09 plf 1.84 plf GRAVITY TRAVERSE LONGITUDINAL VERTICAL 14.00 ft 0.00 ft 0.00 ft 0.00 ft Dead Load Lateral Load Lateral Load Lateral Load 26 Ib 0 Ib 0 Ib 0 Ib PIPE SUPPORT DESIGN Type Weight City Total Weight 1" Schedule 40 (Gas) , 1.68 x 1 = 1.68 plf + 5% Misc. 0.08 plf 1.76 plf GRAVITY TRAVERSE LONGITUDINAL VERTICAL 14.00 ft Dead Load — 26 Ib 0.00 ft Lateral Load = 0 Ib 0.00 ft Lateral Load = 0 Ib 0,00 ft Lateral Load = cf 1t) 4/19/2019 U.S. Seismic Design Maps 1227 Andover Park E, Tukwila, WA 98188, USA Latitude, Longitude: 47.44307149999999, -122.25218389999998 Goodwill Tukwila Regal Cinemas Parkway Plaza 12 Triland Dr Google Date Design Code Reference Document Risk Category Site Class Type Value Description ss S1 SMS Styli SOS SO1 Type Value Description SDC D Seismic design category Fe 1 Site amplification factor at 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0.588 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.588 Site modified peak ground acceleration IL 6 Long -period transition period in seconds SsRT 1.432 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.509 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.116 Factored deterministic acceleration value. (0.2 second) S1RT 0.534 Probabilistic risk -targeted ground motion. (1.0 second) Si UH 0.572 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. Si D 0.996 Factored deterministic acceleration value. (1.0 second) PGAd 1.119 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.949 Mapped value of the risk coefficient at short periods The Horne Depo Les Schwab Tire Center 4/19120'19, 9:22:43 A ASCE7-10 II D - Stiff Soil CR1 1.432 MCER ground motion. (for 0.2 second period) 0.534 MCER ground motion. (for 1.0s period) 1.432 Site -modified spectral acceleration value 0.8 Site -modified spectral acceleration value 0.955 Numeric seismic design value at 0,2 second SA 0.534 Numeric seismic design value at 1.0 second SA 0.932 Mapped value of the risk coefficient at a period of 1 s OSHPD Work 'n More - Tukw r ' Taco Time NW Map data ©2019 G©ogle https://seismicmaps.org 1/2 4/19/2019 U.S. Seismic Design Maps MCER Response Spectrum 1.5 ---- - 1.0 0.5 0.0 0 2 4 Period, T (sec) — Sa(g) Design Response Spectrum 1.00 0,75 0 co 0.50 rn 0.25 0.00 0 2 4 Period, T (sec) — Sa(g) 6 DISCLAIMER While the Information presented on this website is believed to be correct, SEAOC /0S,FIP© and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the Information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the goveming building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this websiie. https://seismicmaps.org 2/2 Reference Data Pipe Size In. (mm) 1/4' (61 3/8" (10) 1/2" (15) 5/8" (17) 3/4" (20) 1" (25) 11/4" (32) 3° (80) 31/2' (90) 4" (100) 5" (1251 6" (150) 8" (200) O.D. Size In. (mm) .375 (9.5) .500 (12.7) .625 (15.9) .750 119.0) .875 122.2) 1,125 (28.6) 1.375 134.9) 1.625 (41.3) Wall Thickness Weight of Tubing In. (mm) Lbs./Ft. (kg/m) .12 (.17) .20 (.30) .28 (.41) .36 (.531 .45 (.67) .65 (.971 .88' (1.31) 2.625 (66.7) 3.125 (79.4) 3.625 (92.1) 4.125 (104.8) 5.125 (130.2) 6.125 (155.6) 8.125 (206.4) .030 (.7) .035 (.9) .040 (1.01 .042 (1.0) .045 (1.1) .050 (1.3) .055 (1.4) .060 (1.5) .080 (2.01 .090 (2.31 .100 (2.5) .110 (2.8) .125 (3.2) .140 (3.5) .200 (5.1) Weight of Tubing Filled With Water LbsjFL (kg/m) .15 (.21) .26 (.39) ,38 1,56) .51 (.151 .66 (.98) 1.01 (1.50) 1.42 (2.11) 1.91 (2.83) 3.09 (4.59) 4.54 (6.75) 6.28 (9.34) 8.28 (12.32) 10.57 (15.72) 15,69 (23.34) 21.81 (32.46) 39.49 (58.891 3.33 (4.95) 4.29 (6.38) 5.38 (8.00) 7.61 (11.32) 10.20 (15.18) 19.29 (28.70) Dimensions taken from ASTM B88-83. Copper Tubing (Type 10 Data Nominal Wall Weight of Tubing Pipe Size O.D. Size Thickness Weight of Tubing Filled With Water In. (mm) In. (mm) In. (mm) Lbs./Ft. (kg/m) LbsjFt. (kg/m) 1/4" (6) .375 (9.51 .035 1.9) .1,4 (.21) - .17 (.25) 3/8' 110) .500 (12.7) .049 (1.2) .27 1.40) .32 (.47) 1/2" (15) .625 (15.9) .049 (1.21 .34 (.50) .43 (.63) 5/8` (17) .750 (19.0) .049 (1.2) .42 (.62) .56 (.83) 3/4" (20) .875 (22.2) .065 (1.6) .64, (.95) .83 (1.23) 1° (25) 1.125 (28.6) .065 (1.6) .84 (1.25) 1.18 (1.151 11/4" (32) 1.375 134.9) .065 (1.6) 1.04 (1.55) 1.57 (2.34) 11/2" (401 1.625 (41.3) .072 (1.8) 1.36 (2.02) 2.10 (3.12) 2° (50) 2.125 (54.0) .083 (2.1) 2.06 (3.06) 3.37 (5,01) 21/2" 165) 2.625 (66.7) .095 (2.4) 2.92 (4.34) 4.92 (7.31) 3' (80) 3.125 179.4) .109 (2.8) 4.00 (5.95) 6.96 (10.35) 31/2" (90) 3.625 (92.1) .120 (3.0) 5.12 (7.62) 9.02 (13.421 4' (100) 4.125 (104.8) .134 (3.4) 6,51 (9.69) 11.57 (17.22) 5° (125) 5.125 (130,2) .160 (4.0) 9,67. , (14.39) 17.67 .(26,29) 6" (150) 6.125 (155,6) .192 (4.9) 13.87 (20.60) 25.07 (37.27) 8" (200) 8,125 (206.4) .271 (6.9) 25.90'(38.50) 45.40 (67.52) Dimensions taken from ASTM 688-83. 1 cubic ft. of water weighs 62.41 lbs. 1 cubic meter of water weighs 999.97 kg. 1 gallon (U.S.) weighs 8.335 lbs. 1 liter weighs .999 kg. F o►2 ereP P A-C otiLV Eaton 309 B-Line series Pipe Hangers & Supports Reference Data STANDARD WEIGHT SCHEDULE 40 STEEL PIPE Nominal Tubing Size In. mm Outside Diameter In. mm Inside Diameter In. mm Nominal Weight Per 100 Ft. (30.5m) Plain End Lbs. kg Weight of Pipe Filled With Water Per 100 Ft. (30.5m) Lbs. kg 3/8" (10) .675 (17.1) .493 (12.5) 57.0 (25.9) 65.3 (29.6) .840 (21.3) .622 (15.8) 85 0 (38.6) 98,2 (44.5) 3/4 (20) 1.050 (26.7) .824 (20.9) 1 3,0 (51.3) 136.1 (61,7) 1" 25) 1.315 (33.4) 1.049 (26.6) 168.0 76.2) 205.5 (93.2) 1 4" (32) 1 .660 (42.2) 1.380 (35.1) 27 0 103.0) 291.8 (132.4) 11/2" (40) 1.900 (48.3) 1.610 (40.9) 2 .0 (123.4) 360.2 (163.4) 2" (50) 2.375 (60.3) 2.067 (52.5) 365.0 (155.6) 510.4 (231.5) 21/2" (65) 2.875 (73.0) 2.469 (62.7) 579.0 (262.6) 786.5 (356.8) 3" (80) 3.500 (88.9) 3,068 177.9) 758.0 (343.8) 1078.4 (489,2) 31/2" (90) 4.000 (101.9) 3.548 (90.1) 911,0 1413.2) 1339.5 (507.6) 4" (100) 4.500 (114.3) 4.026 (102.3) 1079.0 (4,89.4) . 1630.7 (739.7) 5" (125) 5,563 (141.31 5,047 (128.2) 1462.0 (663.2) 2329.1 11056.4) 6" (150) 6.625 (168.3) 6.065 (154,1) 1897.0 (8605) 3149,1 (1428.4) 8" (200) 8.625 (219.1) 7.981 (202.7) 2855.0 (1295..0) 5023.2 (2278.5) 10" (250) 10.750 1273.1) 10.020 (254.5) 4048,0 (1836.1) 7465.6 (3386.3) 12" (3001 12,750 (323.9) 12.000 (304.8) 4956.0 (2248.0) 9857.7 (4471.4) 14" (3501 14.000 (355.6) 13.250 (336.6) 5457.0 (24'75.3) 11433.1 (5185.9) 16" (400) 16.000 (406.4) 15.250 (387.4) 6258.0 (2838.6) 14174.3 (6429.4) 18" (450) 18.000 1457,2) 17.250 (438.2) 7059.0 (3201.9) 17187.9 (7796.3) 20" 1500) 20.000 1508,0) 19.250 (489.0) 7860.0 (3565.2) 20473.7 (9286.7) 24" (600) 24.000 1609,6) 23.250 (590.6) 9462.0 (4291.9) 27662.5 112638,2) Dimensions taken from ASTM A 53-82. 1 cubic ft, of water weighs 62.41 Lbs. 1 cubic meter of water weighs 999.972 kg. 1 gallon (U.S.) weighs 8.335 Lbs. 1 liter weighs .999 kg. TRAPEZE HANGERS USING B-LINE STRUT OR ANGLE IRON Length of Trapeze Bar 21/2" (65mm) or Tess 3" (80mm) Nom 31/2" (90mm) nal Pipe Sizes 4" (100mm) 5" (125mrra) . 6" (150mm) 8" (200mm) 10" (250mm) 1'•6" 11/2" x 11/2" x 3/16" 11/2" x 11/2" x 3/16" 11/2" x 11/2" x 3/16" 2" x 11/2' x 3/16' 2" x 11/2" x 3/16" 21/2" x 11/2" x 3/16" 3" x 2" x 3/16' 3" x 2" x 1/4" (0.46m) B24SH B24SH B24SH B22SH 822SH B12SH B11SH BI1SH 2.0" 11/2" x 11/2" x 3/16" 2" x 11/2" x 3/16" 2' x 11/2" x 3/I6" 2" x 11/2" x 3/16" 21/2" x 11/2" x 3/16" 21/2" x 11/2" x 3/16" 3" x 2" x 3/16" 3" x 2" x 1/4" (0,61m) B24SH B22SH B22SH B22SH B12SH ` B12SH B11SH B11SH 2'-6" 2' x 11/2" x 3/16" 2" x 11/2" x 3/16" 2" x 11/2" x 3/16" 21/2" x 11/2" x 3/16" 21/2" x 11/2' x 3/16" 3" x 2" x 3/is" 3' x 2" x 1/4" 3" x 2" x 1/4" 10.76m) B22SH B22SH B22SH B12SH B12SH B11SH B11SH B11SH 3'-0" 2" x 11/2" x 3/16" 2" x 11/2" x 3/16" 21/2" x 11/2" x 3/16' 21/2" x 11/2" x 3/16" 3" x 2" x 3/I6" 3" x 2" x 3/16" 3/2' x 21/2" x 1/4" 31/2 x 21/2" x 5/16" (0.91m) B22SH B22SH B12SH B12SH BUSH B11SH B12SHA B12SHA 4'"0" 21/2' x 11/2" x 3/16" 21/2" x 11/7' x 3/16" 21/2" x 11/2" x 3/16 3" x 2" x 3/16" 3" x 2" x 3/16" 3" x 2' x 1/4" 31/2" x 21/2" x 5/16" 4" x 3" x 5/16" (1.22m) B12SH 812SH B12SH B11SH B11SH ' B11SH B12SHA B12SHA 5' 0" 21/2" x 11/2" x 3/16" 21/2" x 11/2" x 3/16" 3" x 2" x 3/16' 3" x 2" x 3/16" 3" x 2" x 1/4" 31/2" x 21/2" x 5/16" 4" x 3" x 5/16' 5" x 31/2" x 5/15" (1.52m) B12SH B12SH B11SH B11SH B11SH' .--. 812SHA B12SHA B11SHA 6'-0" 21/2' x 11/2" x 3/16" 3" x 2' x 3/16" 3' x 2" x 3/16" 3" x 2" x 1/4" 31/2" x 21/2" x 5/16" 4" x 3' x 5/I6' 4" x 3" x 5/16" 5" x 31/2' x 5/16" (1,83m) 812SH B11SH B11SH B11SH B12SHA B12SHA B12SHA BI1SHA 7'-0" 3"x2"x3/16" 3"x2"x3/16" 3"x2"x1/4" 3"x2"x1/4" 31/2"x21/2"x5/16" 4"x3'x5/16" 5x31/2"x5116' 6"x4"x1/4" (2,13m) B11SH B11SH B1ISH BI1SH B12SHA' - B12SHA BIISHA 2.812SHA 6%0" 3" x 2" x 3/16" 3" x 2" x 1/4" 3' x 2' x 1/4" 31/2x 21/2' x 5/16' 31/2' x 21/2" x.5J16' 4' x 3' x 5/16" 5' x 31/2" x 5/16" 6" x 4' x 1/4" (2.44m) B11SH B11SH 811SH B12SHA B12SHA B12SHA BI1SHA 2-B12SHA 9' 0' 3" x 2" x 3/16" 3" x 2" x 1/4" 31/2" x 21/2" x 5/16" 31/2" x 21/2" x 5/t6" 31/2" x 21/2" x 5/16" 4" x 3" x 5/16" 5" x 31/2" x 5/16" 6" x 4" x 3/8" (2.74m) 611SH BASH B12SHA B12SHA B12SHA ... B12SHA B11SHA 2•B11SHA 10.-0" 3" x 2" x 1/4" 3" x 2" x 1/4" 31/2' x 21/2' x 5/16" 31/2" x 21/2" x 5/16" 4" x 3" x 5/t6' 5" x 31/2" x 5/16" 6" x 4" x 1/4" 6" x 4" x 3/6" (3.05m) B1ISH B11SH B12SHA B12SHA B12SHA B11SHA 2-B12SHA 2-B11SHA Reference: Table 3-14.1.6 standard for the installation of Sprinkler Systems, NFPA No. 13-1985, published by National Fire Protection Association. Fog l2CFFgt=/vCr btiLy Strut Systems B-Line by F:T•N. Z Plump Engineering Inc. OJ Shasta - Variety Pack Apr 22, 2019 at 7:58 AM S.1904062.2 S.1904062.2. rid Plump Engineering Inc. ©J Shasta - Variety Pack Apr 22, 2019 at 7:58 AM S.1904062.2 S.1 904062.2.r3d Y Loads: BLC 1, DL Plump Engineering Inc. OJ S.1904062.2 Shasta - Variety Pack Apr 22, 2019 at 7:59 AM S.1904062.2. r3d Company Plump Engineering Inc. Apr22,2019 000ig"or Og rooAw Job Number S.190106o2 Checked By: GMp 1-i��Model Name : Shasta ' Variety Pack ' Model Seffinqs �Display Sections for Member Calce 5 Max Internal Sections for Member Cakcs 97 Include Shear Deformation? Yes ` Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load BbwnIntersecting Wood Wall? Yes Area Load Mesh (in ^2) 144 Merge Tolerance (in) .12 P'De|baAnalysis Tolerance 0.50Y6 � Include P-De|bsfor Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration CftJseo^2) 322 VVoU Mesh Size (in) 24 Eigenso|udonConvergence Toi(1.E-) 4 Vertical Axis T Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AJSC14th(3GU'1O):ASb Yes(Iterative) Adjust Stiffness? R|SAConnenUnnCode /USC14th(}S0'1O):ASD Cold FonnedSteel Code /\|G|S100'12:ASD Wood Code /AWC NOS'15:ASD Wood Temperature <1OOF Concrete Code A[|318-14 Masonry Code AC|53O-13: A8D Aluminum Code A\ADM 1'15: ASD-8ui|ding Stainless Steel Code A|SC 14th(380-10): ASDAdjust Stiffness? Yes(Iterative) Number ofShear Regions 4 Region Gpacng Increment (in) 4 Biaxial Column Method Exact Integration PmrmeBeta Factor (PCA) .65 ` Concrete Stress Block Rectanqu|ar ' Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 8srOiam. Spacing? No Concrete RabarSet REBAR SET ASTK8A015 Min % Steel for Column 1 PNex% Sbaa| for Column 8 ' NSA'3OVersion 17]32 D:\R|SA'3Ot2019\S.1904062.2.r3d Page Company : Plump Engineering Inc. Apr 22, 2019 Designer : OJ 7:59 AM Job Number : S.1904062.2 Checked By: GMP Model Name : Shasta - Variety Pack (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes Ct X .02 Ct Z .02 T X (sec) Not Entered T Z (sec) Not Entered R X 3 R Z 3 Ct Exp. X .75 Ct Exp. Z .75 SD1 1 SDS 1 S1 1 .. TL (sec) 5 Risk Cat I or II Drift Cat Other Om Z 1 Om X 1 Cd Z 1 Cd X 1 Rho Z 1 Rho X 1 Footing Overturning Safety Factor 1 Optimize for OTM/Sliding No Check Concrete Bearing No Footing Concrete Weight (On) .145 Footing Concrete Pc (ksi) 2.5 Footing Concrete Ec (ksi) 2850 Lambda 1 Footing Steel fy (ksi) 60 Minimum Steel 0.0018 Maximum Steel 0.0075 Footing Top Bar #6 Footing Top Bar Cover (in) 1.5 Footing Bottom Bar #6 Footing Bottom Bar Cover (in) 3 Pedestal Bar #6 Pedestal Bar Cover (in) 1.5 Pedestal Ties #4 Basic Load Cases 1 BLC Description DL Load Combinations Category DL X Gra... Y Gra... Z Grav:.. Joint Point Distrib.. Area(Memb...Surface(P... -1 1 1 Description Solve P... SR..BLC Fa...BLC Fact,, BLC Factor BLC Factor BLC Factor BLC Factor BLC Fac. DL Yes DL 1 Member Point Loads (BLC 1 : DL) Member Label M1 Directio n Magnitudeik k-fti -.026 Locationfft,%] %50 RISA-3D Version 17.0.2 [J:\RISA-3M2019‘S.1904062.253d1 Page 2 Company : Plump Engineering Inc. Designer : OJ Job Number : S.1904062.2 Model Name : Shasta - Variety Pack Apr 22, 2019 7:59 AM Checked By: GMP Member AISC 14th(360-101: ASD Steel Code Checks LC 1 Member Shape UC Max Loc[ftj Shear UC Loc[ft] Dir Pnc/om Lk M2 3/8" DIA ROD .005 0 .000 0 .063 M3 3/8" DIA ROD .005 0 .000 0 .063' Member Section Forces LC Member ec Axial Pngom jkj Mnyylom,. Mnzz/om., C Egan 2.371 .015 .015 1.667 H1-1b -2.371 ,015 .015 1.667 H1-lb hearrkl Torauerk-ftl v-v Momentrk-..z-z Momentfk- 1 1 M1 1 0 0 .015 0 0 0 2 2 0 0 .014 0 .007 0 3 3 0 0 -.013 0 .014 0 4 4 -.014 0 .007 0 5 5 0 0 -.015 0 0 0 6 1 M 1 -.015 0 0 0 0 Q 7 2 -.015 0 0 0 0 0 8 3 -.016 0 0 0 0 0 9 4 -.016 0 0 0 0 0 10 5 -,016 0 0 0 0 0 11 1 M3 1 -.015 0 0 0 0 0 12 2 -.015 0 0 0 0 0 13 3 -.016 0 0 0 0 0 14 4 -.016 0 0 0 0 15 5 -.016 0 0 0 0 0 Joint Reactions k Zr MX fk- MY Ik- MZ rk-ft 1 1 N3 0 0 0 0 0 0 2 1 N1 0 6 Q Q. 0 3 1 N2 0 1 0 0 0 0 4 1 Totals: 0 . 3 0 5 1 COG (ft): X: 1 Y: -3.817 Z: 0 Mhx Skeov V,„, = 1%04 lb44 < Itv14- 2. 0017 R1SA-3D Version 17.0.2[J:\RISA-3D\2019\S.1904062.2.r3d) Page 3 david kehle arch itect April 23, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Jerry Hight RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Install Variety Pack Conveyor and Equipment Dear Mr. Hight, RECEIVED CITY OF TUKWILA APR 2 4 2019 PERMIT CENTER As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, drawings and calculations, for the Variety Pack packaging area and including structural engineering for the anchoring of the conveyors and equipment. I have included the equipment catalogue cuts for your reference (3 pieces) and a conveyor and equipment layout by the owner. Previously there were conveyor drawings for the entire facility stamped by a PE, submitted to the city. Please reference those for this project as well. I believe these are adequate for permit submission. Please accept for permit review. Sincere Y, David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com iviiT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0068 DATE: 04/24/19 PROJECT NAME: SHASTA BEVERAGE, INC - VARIETY PACK SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works n fk Fire Preven ion Structural Planning Division Permit Coordinator • PRELIMINARY RE E : Not Applicable (no approval/review required) DATE: 04/25/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Required Denied (corrections entered in Reviews) (ie: Zoning Issues DUE DATE: 05/23/19 Notation: REVIEWER'S IN T S: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire 0 Ping LJ PW [1] Staff Initials: 12/18/2013 CITY OF T TIC' IjILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanPci.tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: in ' 1 I - STATE OF WASHINGTON) ) ss. COUNTY OF KING ) 1 n r 171fl N ft'5if a r✓ , states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number is ,, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.16i through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I mig otherwise have under state law in any decision to engage an unregistered contractor to perform construe 3 n work. Owner Owner's A. e Signed and s l. day of ,201 orn to before me this v' v NO tAIkY PUBLIC in and for the State of Washington Residing at - n Name as commissioned: , County 7 . /ed--e My commission expires: (S[ j /a a 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; to. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician Mille performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. Zg 0 PP aa� �o A TENANT IMPROVEMENT FOR: r SHASTA BEVERAGES INC. MAIN„Atf .^..�.� ING VARIETY ONVEYOR SYMBOL LEGEND ABBREVIATIONS GENERAL NOTES PROJECT DIRECTORY SHEET INDEX & AND JAN. JANITOR i. ALL CONTRACTORS AND Sl18CONTRACTORS WILL THOROUGHLY FAMILIARIZE OWNER: GENERAL (NOT ALL ABBREVIATIONS MAYBE USED IN THIS DOCUMENT) @ AT JT. or JNT JOINT THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE SHASTA BEVERAGE G000 COVER SHEET A,B. ANCHOR BOLT JST. JOIST AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE 1227 ANDOVER PARK E EXTERIOR ELEVATION TARGET EXTERIOR ELEVATION TARGET A.C, ASPHALTIC CONCRETE ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE TUKW ILA WA 98188 DETAIL DESIGNATION A.C.I. AMERICAN CONCRETE INSTITUTE L ANGLE NECESSARY FOR A SUCCESSFUL COMPLETION. ALL WORK TO BE PERFORMED IN A ARCHITECTURAL ELEVATION DESIGNATION --- ACP AM USTICCEILING PANEL X __t LB. or# POUNDS GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND ARCHITECT &ENGINEERING TEAM: i x AXO ( A.D.A.A.G. AMERICANS WITH DISABILITIES ACT LG. LONG MEANING OF THE DRAWINGS AND SPECIFICATIONS. A000 SITE PLAN ACCESSIBILITY GUIDELINES MAT, MATERIAL PLUMP ENGINEERING INC. SHEET REFERENCE NO. A.F.F. ABOVE FINISH FLOOR 914E KATELLA AVENUE A100 VARIETY PAGK CONVEYOR PLAN MAX. MAXIMUM 2. THIS ARCHBECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL, OF SHEET REFERENCE NO. ALUM, ALUMINUM ANAHEIM, CA 92807 A.P.A. AMERICAN PLYWOOD ASSOCIATION M.B. MACHINE BOLT AND WILL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, CONTACT: GREG PAPER VIEW NUMBER MEZZ. MEZZANINE TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS TEL: (714) 385-1835 BUILDING SECTION TARGET VIEW NAME A.Q.T. ABRASIVE QUARRY TILE MIN. MINIMUM IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS STRUCTURAL 0 AKDETAI�L ARCH. ARCHITECTURAL MISC. MISCELLANEOUS OFTHE CONTRACTOR,SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING EMAIL: GPANEKQPEICA.COMSOFT GENERAL NOTES A.S.T.M. AMERICAN SOCIETY FOR TESTING MPH MILES PER HOURANYOP THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRYAl-MATERIALS M,P.S. MODULAR PANELBOARD ENGINEERING TEAM (MECHANICAL& PLUMBING): 5100 OVERALL PLAN OUTTHEWORKIN ACCORDANCE WITH THE INTENT OFTF{E CONTRACT AND OR VIEW SCALE SYSTEM PLUMP ENGINEERING INC. SHEET REFERENCE NO. CONSTRUCTION DOCUMENTS. S101 PARTIAL ROOF FRAMING PLAN SHEET NUMBER BLK'G BLOCKING M.S.B. MAIN SWITCH BOARD ')14 E KATELLA AVENUE SECTION DESIGNATION B,N. BOUNDARY NAIL MTL. METAL ANAHEIM. CA 92807 BM. BEAM 3. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR SHORINGTO CONTACT: MOSTAFA ZUBAIR INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING PARTIAL SECTION TARGET INTERIOR EL--VATIONTARGET B.0.1. BOTTOM OF JOIST (N) NEW COMPONENTS IE: STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES, FTC. DURINGTHE TEL: (714)385-1835 PLUMBING B.U.R. BUILTUPROOFING NO. or # NUMBER EMAIL: MZUBAIR@PEICA.COM DETAIL DESIGNATION BOTT. or (8) BOTTOM CONSTRUCTION PHASE OF THIS PROJECT. P100 GENERAL NOTES AND SCHEDULE ALAI N.I.C. NOT IN CONTRACT N.T,S. NOT TO SCALE 4. WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE, P101 VARIETY PACK CONVEYOR AIR PLAN AX.O SHEET REFERENCE NO. C CONDUIT AND AVOID OMISSIONS. P102 VARIETY PACK CONVEYOR GAS PLAN GL. B.B. CENTERLINE PROJECT SUMMARY SHEETREFERENCE NO. SECTION DESIGNATION C.B.B. CEMENTITIOUS BACKERBOARD O.C. ON FURNISHED O.P.C.I. OWNER FURNISHED, 5. ALL MATERIALS USED WILL N NEW AND GEAR U.L. LABELS WHERE REQUIRED AND MEET C.B.C. CARE RNIAILL BUILDING CODE CONTRACTOR INSTALLED APPROPRIATE N.E.M.A. STANDARDS. SECTION DETAIL TARGET ELEVATION REFERENCE TARGET C.C. CORE DRILL O.F.O.I. OWNER FURNISHED, VARIETY PACK DRAWINGS C.J. CONTROL (COLD JOINT) CHEET'LRE'I'ERINCE ETADIGNATION EL=X'-XX'_ SECTION! OWN ER INSTALLED 6. LAYOUTALLPARTIT FIG BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY SCOPE OF WORK: _ 1-14 CONVEYOR DRAWINGS (REFERENCE ONLY) T.O.W. ELEVATION CUE. CEILING O.H. OPPOSITE HAND DISCREPANCY. ALL DRYWALL PARTITIONS WILL BE INSTALLED AS NOTED ON THE MAIN AREA VARIETY CONVEYOR SYSTEM, PALLETIZER AND STRETCH WRAPPING MACHINE DATUM CUR. CLEAR OPNG. OPENING DRAWINGS.C.M.U. CONCRETEMASONRYUNIT PALLETIZERANDSTRETCHWRAPPER NO. --X'-XX" PLAN DATUM COL. COLUMN P,C, PLUMBING CONTRACTOR 7, EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST, ANY CONC. CONCRETE P. LAM PLASTIC LAMINATE OR DEFECTS OR OTHER FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS. APPLICABLE BUILDING CODES: EQ-1 PALLETIZER/STRETCH WRAPPER (REFERENCE ONLY) CONN. CONNECTION PARALLAM(BEAM) BUILDING 20151NTERNATIONAL BUILDING CODEW/ WASHINGTON AMENDMENTS MATCH LINE COLUMN CENTERLINE CONST. CONSTRUCTION PL. PLATE 8. VERIFY ALL DIMENSIONS IN THE FIELD PRIORTO ORDERING, CURING AND/OR FIRE 20151NTERNATIONAL FIRE CODE W/ WASHINGTON AMENDMENTS _ CONST, Jr. CONSTRUCTION JOINT P,L PROPERTY LINE INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY PLUMBING 2015 UNIVERSAL PLUMBING CODE W/ WASHINGTON AMENDMENTS MATCH LINE SE X/XX CE COST, CONTINUOUS --_ -- - ------ MATCH LINE SE X/XX CONTR. CONTRACTOR PLYWD. PLYWOOD DISCREPANCIES, CONTACT THE CONSTRUCTION MANAGER BEFORE PROCEEDING MECHANICAL 20151NTERNATIONAL MECHANICAL CODE W/ WASHINGTON AMENDMENTS COMP COMPACTED (ION) PR. PAIR WITHTHATWORK. ELECTRICAL 20151NTERNATIONAL ELECTRICAL CODE W/ WASHINGTON AMENDMENTS REVISIONS ESP. POUNDS PER SQ. FOOT ACCESSIBILITY 2015 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMENDMENTS C.T. CERAMICTILE PSI. POUNDS PER SQ. INCH 9. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. ENERGY CODE 2015 WASHINGTON STATE ENERGY CODE No changes shall be made to the scope ROOM NAME AND NUMBER TARGET PARTITION TYPE TARGET IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, Of work wiinoui prior approval Of the XXXX ROOM NAME 1 DBL. DOUBLE Q,T. QUARRY TILE CONTRACTOR SHALL NOTIFY ARCHITECT. FIGURED AND CALCULATED DIMENSION BUILDING DATA Tukwila Building Division DEG. or° DEGREE XXXX TAKES PRECEDENCE OVER SCALED MEASUREMENTS. DETAILED DRAWINGS AND NOTE: Revisions will rea,uve a new Dian —PARTITION TYPE DIA. or DIAMETER CONSTRUCTION TYPE: VB XXX ROOM NO. RAD. OR (R) RADIUS LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. submittal and may include additional plan review. WALL ASSEMBLY DIAG. DIAGONAL REINF. REINFORCEMENT AUTOMATIC SPRINKLER SYSTEM: YES DESIGNATION DIM. DIMENSION UNLESS SSDETAILED AND WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS NUMBER OF STORIES: 2 UNLESS DETAILED OR NOTED OTHERWISE — — -- -- ------ DOOR NUMBER TARGET KEY NOTE TARGET DR. DOOR S.C. SAW -CUT JOINT PROJECT DATA: DWG.(S) DRAWING(S) SCHED. SCHEDULE 10. ADD SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR EQUIPMENT ZONE: TUC-WP(TUKWILA URBAN CENTER -WORKPLACE) lO— DOOR NUMBER SFIT, SIMILHEESHOWNOR RAL SUPPORTEA GATT ACHED TOT HE WALLS. PROVIDE ADDITIONAL OCCUPANCY: F,S-1 NOTE NUMBER (E) EXISTING SIM, SIMILAR OF ATTACHED ITEMS O EQUIP ,CHANNELS, ETC.) WITHIN WALLS TED BY HE WEIGHT EA. EACH SM SHEET METAL AREA OFWORK: 1,189S.F. FIL. 0PY E.C. ELECTRICAL CONTRACTOR OF ATTACHED ITEMS OR EQUIPMENT N TOO GREAT TO BE SUPPORTED BY METAL REVISION TARGET/ADDENDUM TARGET NORTH ARROW SPE SHEET METAL SCREW STUDS. PROVIDE BLOCKING FOR OWNER FURNISHED OR INSTALLED ITEMS. (n� E.F. EACH PACE SPEC.(S) SPECIFICATION(S) - PerrnEt No. ____G��-- /�—EL. ELEVATION SQ. SQUARE 11. ALL FINISHED FLOOR ELEVATIONS REFER TO ARCHITECTURAL DRAWINGS ONLY. REFER Plan review approvaia, subiect to errors anp l� REVISION NO. PLAN E.N. EDGE NAIL SQ. IN. SQUARE INCH BENCHMARKS). OR ADDENDUM NO. N NORTH E.6.C. EDGE OF COUNTER { EDGE OF CIVIL DRAWINGS FOR RELATIONSTIIP TO PROJECT BENCHMARKS . omissions r p Tovat of construction aCood o is does TRUE SQ. FT. SQUARE FOOT nor authorize the molaoon o+any aoop;C cone or EQUIPMENT S.S. STAINLESS STEEL 12. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE ordinance Rec t of approved F,eI COpY and t�RTH EQ.or= EQUAL STD. STANDARD CONSTRUCTION MANAGER. NO ALTERATIONS WILL BE MADE ON THIS PRO)ECTco ionsie""EQUIP. EQUIPMENT STL. STEEL BES. EACHSIDE EXCEPT UPON WRTREN ORDER BY THE CONSTRUCTION MANAGEP2.STOR.T. STORAGE Date:EXP, EXPANSION STRUCT. STRUCTURAL �, 13. WEATHER CONDITIONS: CONTRACTORS WILL PROTECT ALL PARTS OFTHEIR WORK5 SUSP. SUSPENDED FROM WEATHER DAMAGE DUE TO FROST, RAIN, HEAT, ETC. AND WILL MAKE GOOD Bu w N� I'wSION FACT. FACTORY SYM, SYMMETRICAL TO THE SATISFACTION OF THE CONSTRUCTION MANAGER ARI GENERAL F.D. FLOOR DRAIN CONTRACTOR ANY PORTION OF THE WORK WHICH MAY HAVE BECOME DAMAGED. F.D.C. FIRE DEPT'CONNECTION (T) TOP VICINITYMAP FEN, FOUNDATION T.B.A. TO BE DETERMINED 14. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND SEPARATE PERMIT F.F. FINISHED FLOOR TEMP. TEMPERED (TEMPERATURE) REATED OSHA STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES RE UIREO FOR: F.F.L_ FINISHED FLOORLEVEL THE. THICKNESS ONSiTE. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD Mechanical F.G, FLOATGLASS T & G TONGUE & GROOVE HARMLESS BY THE OWNER, GENERAL CONTRACTOR AND RELATED AWARDED TRADES `" ; ( ? - $ FLR. FLOOR T.N. TOE NAIL ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS Electrical t J FIN. FINISH T.O.B. TOP OF BEAM PROPERTY DURING THE PRE/ACTUAL/POST CONSTRUCTION PHASES OF THIS PROJECT. /Plumbing t ! F.N. FIELD NAIL T.O.C. TOP OF CURB (`�' Gas Piping ROLE. FACE OF BEAM F I T.O,F. TOP OF FOOTING 15. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS City ofTukwlla { F.O.F. FACE OF FINISH RECEIVED `w LO.PL. TOP OF PLATE ACCUMULATED BY EACH TRADE. HOW EVER, EACH TRADE W ILL KEEP THE JOB SITE BUILDING DIVISION l - F.O.J. FACE OF JOIST CITY CIFTUKWILA I T.O.S. TOP OF SLAB CLEAN AND SAFE AT All TIMES, ALONG WITH A GROOM FINISH AT THE END OF EACH F.O.M. FACE OF MASONRY T.O.W. TOP OF WALL WORKING DAY. i T F O.P. FACE OF POST TYP. TYPICAL APR 2 4 2019 i I S FO.S. FACEOFSTUD - F R P. FIBERGLASS REINFORCED PANEL 16, TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS $HALLOCCUR AT U.B.C. UNIFORM BUILDING CODE CENTERLINE OF DOORS TYPICALLY. PERMIT CENTER PJFC'Iir{ F.S. FLOOR SINK U.O.N. UNLESS OTHERWISE NOTED FT. FEET U,$.P. UNDER SEPARATE PERMIT 17. PAINT ALL WALL SURFACES, DOOR FRAMES, BULKHEADS AND CEILINGS IN ROOMS _ FTG. FOOTING WHERE INDICATED ON ROOM FINISH SCHEDULE. PAINT BEHIND ALL MOVEABLE ITEMS REVIEWED FOR VERT. OR (V) VERTICAL ADJACENT TO WALLS RECEIVING PAINT AND RELOCATE ITEMS. CODE COMPLIANCE J GA, .B GAUGE (GAGE) V.W.C. VINYL NOTES ! 11 + G.B. GYPSUM BOARD APPROVED 18. ALL WEATHER -EXPOSED SURFACES SFIALI. HAVEA WEATHER RESISTIVE BARRIER TO I� G.C. GENERAL CONTRACTOR t 1 `� W/ WITH PROTECT THE INTERIOR WALL COVERING AND EXTERIOR OPENINGS SHALL BE FLASHED t rl ¢ GAUV. GALVANIZED WD. WOOD IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. (� YO32 A p i s epTHST I G.P. GALVANIZED IRON W.G.B. WATER RESISTANT GYPSUM J1 ` GLB. GLUE -LAMINATED BEAM iV-- BOARDDIMENSIONS ARE TO FINISHED FACE OF FINISHED WALLS FACE OF 19. ALL PLAN- 1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND W.I.B. WALK-IN BOX MASONRY, AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES CI ofTukwla H.D. HUB DRAIN WT. WEIGHT POWER POLES, PULL -BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, BUILDING DIVISION + - HER. HEADER WWM. WELDED WIRE MESH 20, VERIFY ALL ELEVATIONS AND DIMENSIONS OF STRUCTURAL ELEMENTS WITH APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE "j HDW. HARDWARE ARCHITECTURAL DRAWINGS. IN CASE OF CONFLICT, NOTIFY ARCHITECT. THE a,� n + HGR. HANGER CONSTRUCTION SHALL NOT BE WITHIN TEN FEE OF ANY POWER LINES WHETHER s J HGT. or HT. HEIGHT CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FORTH[M. ALL OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY DIMENSIONAL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. { H.M. HOLLOW METAL RCHITECT. HORIZ. or H HORIZONTAL A HIGH STRENGTH BOLT t 21. PLANS FOR MODIFICATIONS TO EXISTING FIRE PROTECTION EQUIPMENT SUCH AS INTERIOR DESIGN STANDPIPES, SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS, SHALL BE SUBMITTED TO s 7 THE BUILDING DIVISION AND APPROVED BY THE FIRE DEPARTMENT BEFORE k r Gj =`I IN. INCH EQUIPMENT IS ALTERED OR MODIFIED. ,TLIYIntB _ ,. {i "LI INV. O INVERTED INFORMATION AN PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www,peica,com SHASTA BEVERAGES 1227 Andover Park E. Tukwila, WA 98188 4/23/19 ry L.0 tV W n n Z U Q Z CL UJ L, j Q Q LJJ o W Q°DO ILw C� E m 0 O Q O I— m E V) Z o Q QQC N SG 12 f� G r- REVISIONS FOR CITY SUBMITTAL 64122119 W W N W Prolea VcN.V,, O CR Dole: 4/23/19 s Prgect Number, 1904062.2 � SHEETNUMBER 11� O7 �2 O3 �4 O5 �8 �7 OB O9 1Q ii 12 zo _V,zo.�o.. za-a' so' -a' ao•-o.. Qom^ zo.-o.. now^ no. -a' no..a. aa�o .�(. \ PLUMP ENGINEERING I \ 20 21 2Z - 23 -. - �� \- ��. �❑ lO 111 t ❑ 11 l� - �� C l� 1 �f-) II l� �i J1❑ ❑ �� ❑ {) ❑ �I Ji (❑ ❑❑❑❑ ❑I , i, ; - III ❑-1 ( ( j1_ - Lli ❑I� ❑ ❑ 1L i.- III III IF 1 a 1 r -I %� �I�IIIIIIII I11 Lill ❑ CII��i I� ❑❑❑ III ; P L II II .i`,. j� II 1 [ � .. I..lr=�� Jm .1 . ] Ell-]❑ ❑ I II ❑ ' II . 11 1 �I 1 1' I' 11 II f . U II 1'_m f� I _ 1 11 11 II II 1 II II 1 11 IF I[ �..�..IL. 11 1 1 IC_II II I� 1i ❑�� ❑� :. I' I J❑I I 1 11 l 11 11 11 �i ]I fill' ' 71 JI 1 ❑L II 11 i �- 11 Al 11 1 1 ,' ` IF ❑ ❑❑❑ L 1 _11-1 . �I it _ II II II III _ �I i1 II .1 11 I' I 1 II _ II II II II I! ❑I �❑ '1 ❑ ❑ ❑� . ❑' J� _�I .I 1 II II II I �I �I I� _ � 24 25 ( ( ( ( I STRUCTURAL, CONSULTING ENGINEERS MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE P (7144) 385-1 35L F (714) 38NIA �10834 www.Peica.com "� 4 h 4 .� I11 q a - n I�❑I II II 1 1❑❑I 1 f1❑ ❑L 11-11-1 ❑� I F ] ❑� „ I �1 -1 I I �__i Ii �1� i �� 1 j _ r _ ( .1{_ (I 1 ,1 I� �I 11 ._ ---- I C i 1 �I � 1 _11 1❑ II I —]I l L_l I I 1 11 1I A1oo IF— Li 1 1 III- ❑ ❑❑❑I1' 1 it l� L � _ - ---- f 1 f f ❑I 1) j III. 1' .� ❑ IF II 1 I 111❑❑ LI �� 1 ��' ❑❑� �j ❑I` �1 4 II �� i ❑ ❑ - ;i 1 II IIJi L , _ - �� -III IF -1 _ t I � I , _i � ,- I ( I� ) I '� "I'I` : lu u �'�"-L ~� -�� I r i �iJ ❑ry ill II �[ — a,� ��. z,.T�n — 5 - ❑ DLLJ r d JI' 11Iit:..I` tt I II I 1 If rl� l❑,ll111119. 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D I I I � ' -- i I I i ® ( Q ` ry CODEIEWED FOR CODE COMPLIANCE APPROVED W, 032019 ty C of Tukwila B ILDING DIVISION RECEIVED CITY OF TISKWiLA APR 2 4 2019 PERPJE{T C id t E 3 _ PLAN NORTH SHASTA BEVERAGES 1227 Andover Park E. Tukwila, WA 98188 stamp: D. A. o?oR was �O 9 34218 o�niEN s>z� a/2a/t9 LLJ J z 0z}' V) Q Q w o > vO� LLJ E v) Z_ Q o _ N REVISIONS W 6 FOR CITY SUBMITTAL OAt2?!1B cR 4123/19 sme soar Nom r 1904062.2 SHEETNUMBER SITE PLAN 1 A®®® 1 "= 20' _0" i � ,� � "�P'I C? b Lo I PLUMP ENGINEERING INC, CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1 B35, F (714) 385-1834 w .pelca.corn 5w-,- SHASTA BEVERAGES 1227 Andover Park E. Tukwila, WA 98188 4/23/19 171-1 LU C) 7 < 7 0 UJ Uj U � < < ULJ UJ 00 c-'o D Em < 2 < -00 E (/) Z U 12 < c"' V) REVISIONS FOR CITY SUBMITTAL 04IM19 z REVIEWED FOR CODE COMPLIANCE APPROVED MAY 03 2019 City of Tukwila BUILDING DIVISION < i CL W 0 z 0 lJ RECEIVED CIT Y OF < APR 2 4 2019 PERMIT CENTER cz OR A PLAN DD�9+ NORTH 1904062,21 SHEETNUMBER A100 - VARIETY PACK CONVEYOR PLAN 1 1 1/8"=]--(Y„ GENERAL REQUIREMENTS 1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT. 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE. 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING AN. COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. 4, GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF ALL SUB -TRADES. 6. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN TFIE CONTRACT DOCUMENTS, 7, ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE LOCAL BUILDING CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES, 8. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. 9. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE WRITTEN APPROVAL OF THE OW N ER. 10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. 12, SEE ARCHITECT'S SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE, 13, ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB -CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED, 14. AN IN-HOUSE QUALITY CONTROL AND INTERFACE HAS NOT BEEN COMPLETED AND BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. 15. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE It IF METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERV ICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 16, THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER THE SUBMITTED FABRICATION OR SHOP DRAWING HAVE BEEN AS FOLLOWS: A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING CHECKER WITH THEIR SIGNATURES. B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR AS CONFORMING TO THE CONSTRUCTION DOCUMENTS. C. CONTRACTOR TO SUBMIT THE DESIRED NUMBER HARD COPIES OF SHOP DRAWINGS PLUS TWO EXTRA SETS TO ENGINEER FOR REVIEW. IF PDF'S ARE SUBMITTED THE NUMBER OF COPIES PRINTED OUT WILL BE CHARGED AT THE CONTRACTORS EXPENSE, THE FULL AMOUNT OF THE PRINTS SHALL BE PAID BEFORE THE REVIEWED DRAWINGS WILL BE RELEASED. 17, STRUCTURAL- OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR ARCHITECT EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHALL CONFORM TO THE REQUIREMENTS AS STATED IN IBC CHAPTER 17. SEISMIC FACTORS IMPORTANCE: I,0 OCCUPANCY: II Ss: 1.432 Sl: 0.534 SITE CLASS: D SID 1955 SDI _ 0.534 SEISMIC D.C.: D I. ALL FRAMING LUMBER SHALL CONFORM TO "STANDARD GRADING AND DRESSING RULES NO. 17 OF WEST COAST LUMBER INSPECTION BUREAU. EACH PIECE SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING AGENCY, EXCEPT EXPOSED LUMBER SHALL BEAR NO MARKINGS WHICH WILL BE VISIBLE AFTER INSTALLATION. 2. FRAMING LUMBER SHALL BE DOUGLAS FIR, S4S, UNLESS OTHERWISE NOTED. THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES, UNLESS OTHERWISE NOTED: ITEM MINIMUM GRADE STUDS: 2' THICK, 4" WIDE (STUD IL B'-1" MAX.).. CONSTRUCTION GRADE 2' THICK, 4" TO 8" WIDE........... NO 1. OR BETTER STRUCTURAL LIGHT FRAMING: 2'TO 4" THICK, 2"TO 4" WIDE,...... NO. 1 OR BETTER STRUCTURAL JOISTS AND PLANKS: 2" TO 4" THICK, 6" AND WIDER ....... NO. 1 OR BETTER BEAMS AND STRINGERS: 5" AND THICKER, 6' AND WIDER ....... NO, I OR BETTER POSTS AND TIMBERS: 5" X 5" AND LARGER ............. NO. 1 OR BETTER 3. MAXIMUM STUD HEIGHT SCHEDULE AT NON -BEARING WALLS (LATERALLY BRACED) 2 X4AT 16" o.c........... 12'- 9' 2X6AT 16"o........ ..... 16- 9' 2 X 8 AT 16" o.c........... 23-m U.O.N. 4. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD PS-1-09. PLYWOOD SHALL BE ARA GRADE STAMPED, INCLUDING PANEL INDEX NUMBER. ROOF SHEATHING SHALL BE 1 /2" CD-X STRUCTURAL 1, P.I. 32/16, UNLESS OTHERWISE NOTED, SEE SHEAR WALLSCHEDULE FOR SHEAR PANEL SHEATHING. ROOFSHEATHING AND SHEAR PANELS SHALL BE IN PLACE AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO COVERING: INSTALL- WITH FACE GRAIN ACROSS SUPPORTS AND ALL JOIST SHALL BE BLOCKED EXCEPT WHERE NOTED ON PLANS. 5. ALL OPENINGS THRU ROOF SHALL BE NAILED PER BOUNDARY NAILING OF PLYWOOD DIAPHRAGM NAILING REQUIREMENTS. 6. ALL GLUE LAMINATED MEMBERS AS SHOWN ON PLANS SHALL BE IN ACCORDANCE WITH A.I,T.C. SPECIFICATIONS. ADHESIVES SHALL BE WATER RESISTENT INTERIOR W.CL.A. SPECIFICATION COMBINATION (SEE BELOW) INDUSTRIAL APPEARANCE GRADE. A.I.T.C. INSPECTION CERTIFICATES SHALL BE FURNISHED WITH EACH BEAM. SUBMIT SHOP DRAWINGS TO THIS ENGINEER FOR REVIEW PRIORTO FABRICATION. SIMPLE SPAN BEAMS 24F - V4 CANTILEVERED BEAMS 24F - V8 7. FRAMING HARDWARE SHALL BE SIMPSON "STRONG -TIE" CONNECTORS OR EQUAL. ALL SUBSTITUTES SHALL BEAR I.G.C. APPROVAL, UNLESS OTHERWISE INDICATED ON DRAWINGS. ALL PLUSH WOOD TO WOOD CONNECTORS SHALL BE MADE WITH "SIMPSON" METAL HANGERS AS FOLLOWS: 2 X4, 6,& 8 MEMBERS......... "U"SERIES 2 X 10, 12, 14, & 16 MEMBERS ....... HU" SERIES 4 X & LARGER ............... "HUTF"SERIES 8. NAILING SCHEDULE, TYPICAL UNLESS OTHERWISE NOTED ON DRAWINGS: CONNECTION COMMON NAILS 1. JOIST TO SILL OR GIRDER, TOENAIL 3-8d 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d 3. VX6' SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d 4. WIDER THAN I"x6" SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d 6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d @ 16' O.C. SOLE PLATE TO JOIST OR BLOCKING @ BRACED WALL PANEL 3-16d @ 16' O.C. BRACED WALL PANELS 7. TOP PLATE TO STUD, END NAIL 2-16d 8. STUD TO SOLE PLATE, TOENAIL 4-8d STUD TO SOLE PAATE, END NAIL 2-16d 9. DOUBLE STUDS, FACE NAIL 16d @ 24" O.C. 10. DOUBLE TOP PLATES, TYPICAL FACE NAIL 16d @ 16' O.C. DOUBLE TOP PLATES, LAP SPLICE. 8-16d 11, BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, 343d TOENAIL 12. RIM JOIST TO TOP PLATE, TOENAIL 8d @ 6' O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d 14. CONTINUOUS HEADER, TWO PIECES, 16" O.C. ALONG EDGE 16d 15. CEILING JOISTS TO PLATE, TOENAIL 3-8d i6. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d 18, CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d 19. RAFTER TO PLATE, FACE NAIL 3-8d 20. 1"DIAGONAL BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 21. 1'k0SHEATHING TO EACH BEARING, PACE NAIL 3-8d 22. WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d 23, BUILT-UP CORNER STUDS 16d 24. BUILT-UP GIRDER AND BEAMS, FACE NAIL AT TOP AND 20d BOTTOM STAGGERED ON OPPOSITE SIDES BUILT-UP GIRDER AND BEAMS, FACE NAIL AT ENDS AND AT 2-20d EACH SPLICE 25. 2" PLANKS, AT EACH BEARING 16d 26. COLLAR TIE TO RAFTER, FACE NAIL 3-10d 27. JACK RAFTER TO HIP, TOENAIL 3-10d JACK RAFTER TO HIP, FACE NAIL 2-16d 28. ROOF RAFTER TO 2-BY RIDGE BEAM, TOENAIL 2-16d ROOF RAFTER TO 2-BY RIDGE BEAM, FACE NAIL 2-16d 29. JOIST TO BAND JOIST, FACE NAIL 3-16d 30. LEDGER STRIP, FACE NAIL 3-16d 31. WOOD STRUCTURAL PANELS AND PARTICLEBOARD 1/2' AND LESS 6d SUBPLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 19/32"TO 3/4" Sd OR 6d 7/8" TO I" 8d SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 3/4" AND LESS 6d TO FRAMING) 71W TO I"8d 1 1 /8" TO I 1 /4" 10d OR 8d 32. PANEL SIDING (TO FRAMING) 1 /2' OR LESS 6d 5/8" Bd 33. FIBERBOARD SHEATHING I/2'NO.II GAGE ROOFING NAIL 6d COMMON NAIL 25/32" NO,I 1 GAGE ROOFING NAIL 8d COMMON NAIL 34. INTERIOR PANELING I /4" 4d 3/8" Ed FRAMING LUMBER CONT. PLYWOOD WALL SHEATHING, ROOF, AND SUBFLOOR 3/8' PLYWOOD .................. 8d 1 /2' PLYWOOD .......... . ... . . .. 1 Od 1/2'PLYWOOD.................. 10d 5/B" PLYWOOD .................. 10d 3/4" PLYWOOD .................. 10d ADDITIONAL NAILING NOTES: A. ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED ON DRAWINGS. B. PLYWOOD SHEATHING SHALL BE NAILED AS FOI..LOWS UNLESS OTHERWISE NOTED ON DRAWINGS: BOUNDARY NAILING - 4" o.c, EDGE NAILING - 6' o.c. FIELD NAILING - 12'O.C. C. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. 9. MISCELLANEOUS ITEMS, WHERE APPLICABLE: A. MUDSILLS: "WOLMANIZED" NO.2 D.F., S4S, OR BETTER. B. ROOF DECKING: SELECT DECKING -DRY, 2 X 6 T & G, V-GROOVE DOUGLAS FIR. C. FASCIA: NO. 1, EXPOSED HEMLOCK OR SPRUCE, SELECT FOR APPEARANCE. D. EXTERIOR TRIM: NO. 1, EXPOSED D.F., SELECT FOR APPEARANCE. 10. (MIN.) HEADER AND CEILING JOIST SCHEDULE FOR UPPER MOST FLOOR. MIN TO BE USED UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS TO INFORMATION. 11, ALL BOLTS THRU WOOD SHALL HAVE STANDARD WASHERS EXCEPT WHERE METAL SIDE PLATES ARE SPECIFIED. BOLT HOLES SHALL BE NOT MORE THAN 1 /16" LARGER THAN THE BOLT DIAMETER, UNLESS OTHERWISE NOTED. 12. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WITH 5/8" X 10" LONG ANCHOR BOLTS AT 6'-0" o.c., W/ 3'k3"xI14" PLATE WASHERS, UNLESS OTHERWISE NOTED. 13. BRIDGING OF JOISTS OR RAFTERS: (MAX) PROVIDE BRIDGING AT 10'-0" o.c. FOR ROOF RAFTERS AND 8'-0" FOR FLOOR JOIST. PROVIDE 2X SOLID BLOCKING AT ALL BEARING LOCATIONS. (MIN. TWO BOLTS PER MEMBER 6" IN FROM ENDS) 14. ALL HOLDOW NS (HD) CONNECTION FROM ROOF MEMBERS TO WALL SHALL BE ON BOTH SIDES OF THE WOOD MEMBER. 15. DIAPHRAGM NAILING NOTE: WHERE Bd NAILS ARE SPACED 2-1/2"o.c, OR 10d NAILS ARE SPACED 3" o.c. HAVING A MINIMUM PENETRATION OF 1-5/8" INTO THE SUPPORTING MEMBER, THE SUPPORTING MEMBER SHALL BE A 3 X MINIMUM AND THE NAILS SHALL BE STAGGERED. 16. ROOF DESIGN LOADS: THE LOADS GIVEN ARE MINIMUM DESIGN LOADS. PROVIDE ENGINEERS, FOR THEIR REVIEW, ANY MECHANICAL EQUIPMENT NOT SHOWN ON THESE DRAWINGS AND ANY SPRINKLER MAINS PROPOSED TO BE SUPPORTED BY THE ROOF STRUCTURE. FURNISH SIZES, WEIGHTS, AND LOCATIONS. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM AND SHALL BE FABRICATED ACCORDING TO ALSO PRACTICE AND SPECIFICATIONS FOR BUILDING. 2. PLATES & BARS SHALL CONFORM TO ASTM A-361A36M-05 U.N.O. 3. STRUCTURAL SHAPES SHALL CONFORM TO ASTM A-992/A992-06a. 4. TUBE MEMBERS SHALL CONFORM TO ASTM A-500, GRADE B (Fy=46 KSB PIPE COLUMNS SHALL CONFORM TO ASTM A-53, GRADE B. 5. WELDING SHALL CONFORM WITH THE LATEST ADDITION OF THE WELDING CODE AWSDI.1-08. USE APPROVED ELECTRODES CONFORMING WITH ASTM A-233. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS APPROVED BY THE BUILDING DEPARTMENT, ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY INSPECTOR, AT THE EXPENSE OF THE GENERAL CONTRACTOR UNLESS A PRIOR AGREEMENT IS NEGOTIATED WITH THE OWNER. 6. UNLESS OTHERWISENOTED, ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE WITH 7/8"0 A325-N. HOLE SIZE SHALL BE BOLT DIAMETER PLUS 1 /16". 7. ALL CONNECTIONS USING ASTM A325 BOLTS SHALL BE TORQUED EITHER BY TURN OF THE NUT METHOD OR BY CALIBRATED TORQUE WRENCH PER AISC. B. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION. 9. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC. 10, NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF THE ENGINEER. 11. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR GROUTED WITH "FIVE-STAR" NON -SHRINK GROUT OR EQUAL. MINIMUM COMPRESSIVE STRENGTH SHALL BE AS SPECIFIED IN THE CONCRETE SECTION OF THESE NOTES. ALL SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO THE GROUTING OPERATION. SPECIAL INSPECTION SPECIAL INSPECTION BY A DEPUTY REGISTERED INSPECTOR APPROVED BY THE BUILDING DEPARTMENT SHALL BE PROVIDED FOR THE FOLLOWING: (UNLESS NOTED OTHERWISE.) -/ SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: Li NO SPECIAL INSPECTION REQUIRED ❑ 1. PLACEMENT OF ALL CONCRETE WITH Pc OF GREATER THAN 2,500 PSI ❑ 2. BOLTS INSTALLED IN CONCRETE, PRIOR TO PLACEMENT OF CONCRETE AROUND BOLTS. ❑3. SPECIAL MOMENT -RESISTING CONCRETE FRAME. 4. REINFORCING STEEL AND PRESTRESSING STEEL TENDONS. ❑ 4.1 DURING ALL STRESSING AND GROUTING OF TENDONS IN PRESTRESSED CONCRETE, DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS FOR ALL CONCRETE REQUIRED TO ❑ 4.2 HAVE SPECIAL INSPECTION BY ITEM 1. 5. WELDING ❑ 5.1 CONTINUOUS INSPECTIONS DURING WELDING OF ANY MEMBER OR CONNECTION EXCEPT: • WELDING DONE IN AN APPROVED FABRICATOR'S SHOP. CONTINUOUS INSPECTION IS NOT REQUIRED FOR: • SINGLE -PASS FILLET WELDS NOT EXCEEDING 5/16" • FLOOR AND ROOF DECK WELDING • WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS. • WELDED SHEET STEEL FOR COLD -FORMED STEEL FRAMING MEMBERS -SUCH AS STUDS AND JOISTS • WELDING OF STAIRS AND RAILING SYSTEMS ❑ 5.2 SPECIAL MOMENT -RESISTING STEEL FRAMES. • NON-DESTRUCTIVE TESTING IS ALSO REQUIRED. ❑ 5.3 WELDING OF REINFORCING STEEL, ❑ 6. HIGH STRENGTH BOLTING 7. STRUCTURAL MASONRY ❑ 7.1 OTHER TITAN FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY, DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND DURING ALL GROUTING OPERATIONS, ❑ 7.2 FOR FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS. ❑ 8. DURING MIXING AND PLACING OF CLASS B REINFORCED GYPSUM CONCRETE. ❑ 9. DURING APPLICATION OF INSULATING CONCRETE FILL WHEN PART OF A STRUCTURAL SYSTEM. ❑ 10. SPRAY APPLIED FIRE PROOFING. (] I]. PILING, DRILLED PIERS AND CAISSONS. DURING DRIVING AND CONSTRUCTION OF CAST -IN -PLACE DRILLED PILES OR CAISSONS. ❑ 12. SHOTCRETE. DURING THE TAKING OF TEST SPECIMINES AND PLACING OF ALL SHOTCRETE. SPECIAL GRADING, EXCAVATION AND FILLING. DURING EARTH -WORK EXCAVATIONS, GRADING AND ❑ 13. FILLING OPERATIONS INSPECTIONS ARE TO SATISFY REQUIREMENTS OF THE GRADING SECTION OF THE CODE. ❑ 14. SMOKE CONTROL SYSTEMS. SEE ARCHITECT FOR ADDITIONAL INFORMATION IF REQUIRED. REFER TO 2015 I.B.C. ADDITIONAL SPECIAL INSPECTION ITEMS SPECIFIC TO THIS JOB: A VERIFY THAT THE SOILS CONDITIONS ARE IN SUBSTANTIAL CONFORMANCE WITH THE SOILS INVESTIGATION REPORT. ❑ B. VERIFY THATT14E FOOTING EXCAVATIONS EXTEND TO THE PROPER BEARING STRATUM. ❑ C. ALL EXPANSION ANCHOR INSTALLATIONS INCLUDING CLEANOUF AND TORQUE TEST. Ll D. ALL EPDXY ANCHOR SYSTEMS INCLUDING CLEANOUT AND INSTALLATION. ❑ E. PLACEMENT OF ANCHOR BOLTS FOR COLUMNS PRIOR TO PLACING CONCRETE, THE PERMIT APPLICATION SHALL RETAIN A RESPONSIBLE ENGINEER APPROVED BY THE BUILDING OFFICIAL TO ENSURETHAT: A ALL ELEMENTS OF CONSTRUCTION WHICH REQUIRE SPECIAL INSPECTION ARE INSPECTED BY QUALIFIED DEPUTY INSPECTORS APPROVED BY THE BUILDING OFFICIAL; AND ALL CODE DEFICIENCIES DETECTED AND DEVIATIONS FROM THE APPROVED PLANS ARE BROUGHTTO THE B ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND IF NOT CORRECTED, REVISED DESIGNS TO OVERCOME THE DEFICIENCY SHALL BE PREPARED BY THE DESIGN ENGINEER OR ARCHITECT OF RECORD FOR APPROVAL BY THE BUILDING OFFICIAL; AND C ALL CORRECTIVE WORK REQUIRED IS COMPLETED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS, AND CITY ADOPTED CODES. A FINAL INSPECTION REPORT, SIGNED BY THE SPECIAL INSPECTOR AND THE RESPONSIBLE ENGINEER, IS SUBMITTED TO THE BUILDING OFFICIAL UPON THE COMPLETION OF EACH ELEMENT REQUIRING SPECIAL INSPECTION, THE REPORT MUST CERTIFY THAT THE WORK WAS IN COMPLIANCE WITH APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CITY CODES INCLUDING ANY AUTHORIZED CHANGES TO THE PLANS. ABBREVIATIONS A,B. ANCHOR BOLT ABV. A/C. _ABOVE AIRCONDITIONING ALT. @ ALTERNATE AT PLUMP ENGINEERING INC. BILK. BLOCK STRUCTURAL, CONSULTING ENGINEERS MECHANICAL, PLUMBING. BLK'G BLOCKING ELECTRICAL, CIVIL, SURVEYING, B.M. BEAM ARCHITECTURAL B.N. BOUNDARY NAIL 914 E. KATELLA AVENUE C CAMBER ANAHEIM, CALIFORNIA 92805 PE CENTERLINE P (714) 385-1835, F (714) 385-1834 C.J. CEILING JOIST W .pelcd.com CONC. CONCRETE CONT. D OR d CONTINUOUS NAIL PENNY DBL. DOUBLE DF. DOUGLAS FIR DFPT DOUGLAS FIR PRESSURE TREATED P DIAMETER DO REPEAT FRAMING E.F. EACH FACE ELEV. ELEVATION EQ. EQUAL SHASTA BEVERAGES EQUIP. E.W. EQUIPMENT EACH WAY 1227 Andover Park E. E.N. EDGE NAIL TukWIa, WA 98188 IF) EXISTING Stamp: EXT. EXTERIOR FLR. FLOOR p,R D A. p F.O.B FACE OF BEAM F.O.S. FACE OF STUD FIG. FOOTING �7 _ F.G. FINISH GRADE F.V. FIELD VERIFY 34218 `•; �73`I GA. GAUGE T ERF� GALV. GALVANIZED S SST2NAL EAR' GLB. GLUE LAMINATED BEAM oajisjzo HDR. HEADER 4/23/19 HORIZ. HORIZONTAL INT. INTERIOR JST. JOIST MAX. MAXIMUM W MECH. MECHANICAL N MIN, MINIMUM N.T.S. NOT TO SCALE LU O.C. ON CENTER J CHUG. OPENING -) R.R. ROOF RAFTERS Q REINF. REINFORCING n R.O. ROUGH OPENINGS SHOT. SHEATHING Q SQ. SQUARE STD. STANDARD z SPECS. SPECIFICATIONS T&B TOP & BOTTOM T&G TYP. TONGUE & GROOVE TYPICAL U.N.O. UNLESS NOTED OTHERWISE U VERT. VERTICAL Z WD WOOD WI WITH (n W.W.F. WELDEDWIRE FABRIC LL.I LU U E2 Q < W i CO O LLl C) 00 [ Li n pC <C o C0 ? EC/)z�� P- REVISIONS FORCITY SUBMITTAL RECEIVED CITY OF TUKWIL A APR 2 4 2019 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 03 2019 City of Tukwila BUILDING DIVISION e,o;�I Meo�er: CR Date: 4123/19 190406221', SHEET NUMBER TU W O Z J <C W Z U_J IN I I 24 1 - i I :- II it _�- ' (.. �IIi—�.- [ \ i II II ,I ,Imp .L�Ih�.._ ._ �' ,-1�11..1� .1 11:. 9 I j II_If � 1` IL..!i...'Ii ' L'I. [ ,w1,...11 ' 1 1 .1. I �I 11❑ 1' _ " I .. 1- 'III 1 I La.'._ JL l it .... I =�[ IIJ� L_ I [ II it _I iC- ;i IC ;_I <' 11 ][ '' [ III. _' II 11 , I L "'ice -I. o Ll AREA OFF W6RK ��C�'I.�..0 �Il �; _� ��.Li j LEI ,I r II I' �I 1�-�� '� ,I— ' — — u—�� IIII �I l Ia 1 -i (�� 1 11 III I �' 1 I � ' I 'I! II II'� I I L .al I IFF i s �I �.�I all II I h i Ld � a (— - i �_. r ll,ILuElllIL I l� - --- � i..- i � C I �f h 1 17 ! - �. i-= _� � �..' IE,�_l l'•.`2 x.rra*i.r ur* � �_ I — — - I - I R I l l I Ial �.. � IF . 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E V) Z _F QQC N a a° § V) REVISIONS FOR CITY SUBMITTAL REVIEWED FOR CODE COMPLIANCE APPROVED MAY 03 2019 City of Tukwila BUILDING DIVISION CITY OF TUKVVILA APR 2 4 2019 PERN1iT CE1NT EwR PLAN NORTH Z J � Q W O 1 CR Date 4/23119 noron N�mm: TERI SHEETNUMBER S 1 OO OVERALL PLAN 1 1 "= 20' -0" 1 2 3 � 5 20 0 20'-0" _.._. PLUMP ENGINEERING INC. i.... �._ CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL -:- -- - - _- - �c -. (E) dxb DF#2 LEDGER .. (E} 4x6 D #2 LEDGER-__..._._� O� 914E.LLAAVENUE ANAIIEIM, CALIFORNIACA92805 „ 1 J P (714) 385-1835,iF (714) 385-1834 11' wpem Y1I f T QIB-0E) JOIST OIST _ I Q. o 800.OTYPCPT (� LLO 2"COPP E � .tlJC PER TYPE LAIR LINE 29 0 LL rilml MAX. WT.: 1.75 PLF NOT USED 4; SHASTA BEVERAGES 1227 Andover Park E. Tukwila, WA 981$8 - - _ — _-_ cA � T , -�� < I � T , � I 7 a / ; Stamp: - fW B I'I �o< oo� D A p CA Q o i � 34218 `�s9 Ioaisizo DNA LTTENL'�exo �( gr f i 4123119 NOTES: W 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 2 TYP.. W 2. (E) - INDICATES EXISTING CONSTRUCTION. TYP. - —� J 3. (N) - INDICATES NEW CONSTRUCTION. 1 m ( m G __ - _.— _"J° ._„ = '� VSCH.40 MAXLWT.:1.68FLF �INE [I ��IJ4��I z U Q CONSTRUCTION NOTES 3 EJPLYWOOD B.N. it -` 1 (E) 2x SUB-PURLIN PER PLAN L2x2xU4 W( 1 l L 1 — (E) 4x6 DF#2 LEDGER 1 7, r � (EJ 4x6 UP#2 LEDGER l 1�' 00! (E) 4x6 DT#2 LEDGER (E( 4x6 DF#2 LEDGER I 00l (E) BLDG WALL ll di,� Off_ G � ~ W W LL1 3J8" LAG SCREW v g 3(8" O ALL ( ( ( ®, ob `O _ THREAD ROD @ 14-0' O.C. 'i' (E) dx14 -_ J (H 4x14 ( (E) 4xl4 - (E) 4x14 _,___. _ j Cs S' 0"O C TYP. Q S tl O.C-T'YP �, as Sr0" O.0 ;1'YP.--Zst3�" (SC-TV1: 1 > 0- � �- PS200 (MAX.)LLJ CONDUIT PER PLAN E DO( }Q oco 2 TYP. ofo s T i j G 11 I < > Q o N c� t— REVISIONS z Q Fn -� m o 11t 2 i11L EC. A T Cv H I m rP. I �� ' I I /.. �� REVIEWED FOR �( �, 1 J� CODE COMPLIANCE LI( APPROVED FOR CITY SUBMITTAL 04Y22119 CONDUIT SUPPORT 2 (EJ PLYWOOD (E)2x SUB-PURLIN PER PLAN y .....1 .� ��) MAY 032019 � J ° _ a_ ..� L2x2x1/4w/ 1 3 /8" LAG SCREW jr Ili ��II l :i ) u IL� _ ( m..�.. {L'-H'L�1Ni� - - City of Tukwila III ) G BUILDING DIVISION D c\� I n — — o _ — -- �, I i-F — Cdey v;-TIIKI�II_!1 J Q Lu w p U- � 0 < HREoaD ALL ROD APR 2 4 2019 t U PS200014'-0'O.C.(MAX.) CONDUIT PER PLAN _ i I O � I-�,�.�. -,,,L, s t _ f�a� 1 PEPfvllT CENTER - -'>;. M °" Q � - -�I i Li • i,x-' _— `mil ``� T. e �� y d. W rrgaa Manger OR j l � � - i�,,jj1 �T_ oa 4123M9 MAX. PLAN 0, +—(! NORTH o oT t9 O _- �... w xaro unts, a,aka H19G40622 SHEETNUMBER CONDUIT SUPPORT 1 PARTIAL ROOF FRAMING PLAN A S 1 O 1 (EXISTING) AIR COMPRESSOR MANUFACTURER! (LSS) PSIG HP BLED. MOTOR ERECTSWEIGHT DESCRIPTION V I HZ I PH MODEL# GARDENER DENVER MODEL LRS90-132B GARDNER DENVER LRS90-1328 6102 190 150 460 60 3 AIR COOLED, VARIABLE SPEED PIPE MATERIAL SCHEDULE > O O g - u U w _ O SERVICE. MATERIAL O O O g U a O O 00 INSIDE X GAS OUTSIDE X AIR ABOVE FLOOR X BELOW FLOOR X PER IFGC, TABLE 402.4(2) PIPE HANGERS PIPE 1/2" 2" PIPE SIZE MIN. ROD DIA. ROD MAX. LOAD MATERIAI TO 3//4" TO 1-1/22" TO 2-1/22" (IN.) (IN.) DIA. (IN.) (U.) STEEL 6 FT. 8 FT. 10 FT. 3/4"TO 2" 3/8" 3/8" 500 COPPER 5FT. 6FT. 8FT. 2-1/2" TO 3" 1/2" 1/2" 1000 PLASTIC 4 FT. 5 FT, 6 FT. 5/8„ 1700 FABRICATE HANGER RODS FROM THREADED HOT ROLLED STEEL CONFORMING TO ASTM A107. USE COPPER PLATED HANGER ROD AND BOLTS WHEN CONNECTING TO COPPER PLATED HANGERS. INCREASE HANGER RODS SUPPORTING TRAPEZE HANGERS IN SIZE AS REQUIRED TO HANDLE ADDED WEIGHT OF MULTIPLE PIPES, WHEN TRAPEZE HANGERS ARE USED FOR MULTIPLE PIPES, EACH PIPE SHALL BE INDIVIDUALLY CLAMPED OR GUIDED AT EACH TRAPEZE HANGER. LOADING PER HANGER ROD SHALL NEVER EXCEED THE LIMITS NOTED ABOVE WHERE SPRING HANGERS ARE REQUIRED, SUPPORT ONLY ONE PIPE FROM A HANGER OR TRAPEZE HANGER, SUPPORTS OR HANGERS SHALL BE LOCATED ADJACENT TO FITTINGS AND IN ADDITION TO ABOVE HANGERS, PIPING SHALL BE SUPPORTED AT EACH OFFSET OR CHANGE OF DIRECTION, AT ENDS OF BRANCHES, AT THE BASE OF RISER PIPES AND ALONG PIPING AS REQUIRED TO PREVENT SAGS, BENDS OR VIBRATION, LEGEND SYMBOL ABBREV DESCRIPTION - - - - - - - - - - - - - SS SANITARY SEWER BELOW FLOOR SS @ HVLV SANITARY SEWER AT HIGH LEVEL -------------------------- V VENT SANITARY - -- DW DOMESTIC WATER HW HOT WATER ---105°--- TW TEMPERED WATER (105°F) G G NATURAL GAS (8" WC) TP TPCW TRAP PRIMER COLD WATER ---------- VBF--------- VBF VENT BELOW FLOOR --EXIST.CW--- ECW EXISTING COLD WATER EXIST.G EG EXISTING GAS ----EXIST.HW ---- EHW EXISTING HOT WATER SUPPLY ----EXIST.HWR---- EHWR EXISTING HOT WATER RETURN EXIST.D ED EXISTING DRAIN (INDIRECT) EXIST.SAN ES EXISTING SANITARY SEWER --------- EXIST.SAN V -------- EV EXISTING SANITARY SEWER VENT 10 GC GASCOCK SOV SHUT OFF VALVE THV THROTTLING VALVE a CV CHECK VALVE BWV iv BWV BACK WATER VALVE t HB HOSE BIBB 0 RISE/DROP IN PIPE WATER HAMMER ARRESTORW/ ACCESS n PANE_ T TP TRAP PRIMER VTR VENT THRU ROOF ® FD FLOOR DRAIN O O RD/OD ROOF DRAIN/OVERFLOW DRAIN CO/WCO CLEANOUT/WALL CLEANOUT FCO/COTG FLOOR CLEANOUT/ CLEANOUT TO GRADE POC POINT OF CONNECTION 0 DIAMETER ❑F FILTER ® REGULATOR L❑ LUBRICANT FV FLUSH VALVE IW INDUSTRIAL WASTE ICW INDUSTRIAL COLD WATER HVLV HIGH LEVEL RO R.O. WATER CA CA COMPRESSED AIR AHJ AUTHORITY HAVING JURISDICTION NOTE: NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED. PLUMBING GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC ONLYAND REPRESENT THE GENERAL SCOPE OFTHE WORK, PRIOR TO SUBMITTING BID, VISIT THE JOB SITE TO OBSERVE THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. PLUMBING DRAWINGS AND LAYOUTS ARE DIAGRAMMATIC TO SHOW DESIGN INTENT AND FINISHED CONDITIONS. CONTRACTOR SHALL COORDINATE PIPING WITH EXISTING CONDITIONS. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM THOSE SHOWN ON THE DRAWINGS AND EFFECT PLUMBING WORK, INFORM ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH THAT AREA. 3. PRIOR TO BIDDING, CONTRACTOR TO VISIT SITE AND VERIFY FIELD CONDITIONS, DIMENSIONS, SPACING AND ROUTING OF ALL PLUMBING PIPING. ANY DISCREPANCIES WITH FIELD CONDITIONS AND THESE DOCUMENTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR IMMEDIATE RESOLUTION. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES FOR CLEARANCES PRIOR TO THE START OF WORK. 4. CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES CONNECTION REQUIREMENTS PRIOR TO START OF WORK. 5. SEE ARCHITECTURAL DRAWINGS FOR SCOPE AND EXACT PLUMBING FIXTURE LOCATIONS AND QUANTITIES. 6. ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT CAPPED CONNECTIONS SHALL BE PROVIDED WITH LINE -SIZE SHUT-OFF VALVES. 7, ALL CLEANOUTS SHALL BE ACCESSIBLE AND INSTALLED PER CPC SECTION 719.0, IN ADDITION, PROVIDE CLEANOUTS AT EACH LAV./SINK. 8. PROVIDE ACCESS PANELS IN WALLS I°OR SHUT-OFF VALVES, TRAP PRIMERS AND WATER HAMMER ARRESTERS. CONTRACTOR IS ADVISED THAT ITEMS REQUIRING ACCESS SHALL NOT BE LOCATED ABOVE THE AREAS OF GYPSUM BOARD CEILING WITHOUT CONSENT OF ARCHITECT. COORDINATE ACCESS PANEL LOCATIONS WITH ARCHITECTURAL DRAWINGS. 9. HANDICAPPED PLUMBING FIXTURES SHALL BE MOUNTED AT REQUIRED HEIGHTS AND WITH ALL RELATED ACCESSORIES AS REQUIRED BY THE STATE OF WASHINGTON, AND AMERICANS WITH DISABILITIES ACT (ADA). 10. PROVIDE AND INSTALL CHROME PLATED ANGLE STOPS AT ALL FIXTURES. 11. COORDINATE ELECTRICAL CHARACTERISTICS OF EQUIPMENT WITH ELECTRICAL SCOPE OF WORK PRIOR TO ORDERING EQUIPMENT, 12. CONTRACTOR SHALL PROVIDE COMPLETE AS -BUILT DRAWINGS AT THE COMPLETION OF PROJECT FOR REVIEW BY ARCHITECT/ENGINEER, 13. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS/APPROVALS REQUIRED TO COMPLETE WORK, 14. CONTRACTOR SHALL CONTACT PLUMBING INSPECTOR FOR REVIEW OF DRAWINGS PRIOR TO START OF ANY WORK. 15. CONTRACTOR SHALL PROVIDE A COMPLETE PLUMBING SUBMITTAL FOR ALL PIPING, EQUIPMENT, VALVES, ETC. TO ARCHITECT/ENGINEER FOR REVIEW AND PRIOR TO INSTALLATION OF WORK. 16. DURING CONSTRUCTION, PROVIDE MECHANICAL PLUGS IN OPEN DRAINS TO PREVENT DAMAGE. ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT CAPPED CONNECTIONS SHALL BE PROVIDED WITH LINE -SIZE SI1UT-OFF VALVES. 17. WATER CONSERVATION FOR PLUMBING FIXTURES SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA: a. LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE HOT WATER CONTROLS THAT COMPLY WITH THE FOLLOWING REQUIREMENTS: (1)MAXIMUM FLOW RATE: 0.5 GALLONS PER MINUTE (GPM). KUMAXIMUM OUTLET TEMPERATURE: 110 DEGREES F. 18. ALL LAVATORY FAUCETS SHALL BE PROVIDED WITH CODE -APPROVED FLOW RESTRICTORS. 19. WATER PIPING ABOVE SLAB SHALL BE TYPE 1" COPPER. HOT WATER PIPING SHALL BE INSULATED. PIPES SMALLER THAN 2" SHALL HAVE AN INSULATION THICKNESS NOT LESS THAN PIPE DIAMETER. PIPES 22' AND LARGER SHALL HAVE NOT LESS THAN 2" THICK INSULATION. 20. PROVIDE LINE SIZE SHUT OFF VALVE ON ALL BRANCHES SERVING MORE THAN TWO PIECES OF EQUIPMENT. PROVIDE ACCESS DOOR (COORDINATED WITH ARCHITECT) WHEN LOCATION FALLS ABOVE A HARD CEILING, 21. ALL HOT WATER PIPING TO BE INSULATED PER C.P.C. CHAPTER 609.11.2. 22. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ISOLATING VALVES ON WATER SUPPLY LINES. 23 ALL REQUIRED CLEANOUTS SHALL BE INSTALL AS PER SECTIONS 707.0 AND 719.0 OF THE PLUMBING CODE. 23. SLOPE FOR DRAINAGE AND BUILDING SEWER SHALL BE 2%. 24. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES IN HEIGHT ABOVE THE FLOOD LEVEL RIM OF THE FIXTURE BEFORE BEING CONNECTED TO ANY OTHER VENT. 25. FLAT VENTS (i.e. HORIZONTAL VENTS BELLOW THE FLOOD RIM OF THE FIXTURE) SHALL NOT BE ALLOWED FOR PLUMBING FIXTURES THAT ARE WITHIN TRAP ARM DISTANCE OF THE WALLS. 26. NEW OR REPAIRED POTABLE WATER SYSTEMS SFIALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.9 OF THE PLUMBING CODE. 27. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES, 28. THE FORCE REQUIRED TO ACTIVATE FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBF. 29, THE PLUMBING CONTRACTOR SHALL CONFORM WITH THE PLUMBING CODE FOR TESTING OF DRAIN, WASTE, VENT, DOMESTIC WATER AND GAS PIPING. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 03 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF T UK`tVILA APR 2 4 2019 PERMIT CENTILR PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL_MECHAL, SURVEYING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 w .peica.com SHASTA BEVERAGES 1227 Andover Park E. Tukwila, WA 98188 i 4/23/19 AI Tff W J J Q o- n Z Q U U Q Z �- V /W� Lij V - Q UJ ow 00 '^ V CL N m 0 d Eci _� Z� a Q Q V) T= REVISIONS FOR CITY SUBMITTAL 0422"II LLI -_J Uj v N 0 Z Q 1n W E_ 0 Z J Q w Z Uj w" 4/23/19 ', �911991i1111�17�i'.. GENERAL NOTES: 2 3 4 J I. CONTRACTOR TO FIELD VERIFY THE EXACT LOCATION AND SQE FOR THE EXISTING COPPER AIRLINE AND CONNECT TO THE NEW PIPE. 20'-0" I I 20'-0" 20'-0" _ _...._.... _... I I I ( \ ) PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING. ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 97805 P (714) 385-1835, F (714) 385-1834 AIR NOTES COMPRESSEDTO PROVIDE ALL OF THE OTHER NECESSARY MATERIALS FOR A COMPLETE COMPRESSED AIR SYSTEM. 2. ROUTE 23" AIR LINE TO THE AIR COMPRESSOR. , 3. ALL COPPER PIPING SHALL BE TYPE "M" RATED FORA MINIMUM 250 PSI INTERNAL WORKING PRESSURE AND SOLDERED WITH 95-5. - ( { 'i rVALVE TO HOSE REEL IIIIII li i'ill'lllli r - } �! O LO ,y, (— Ilk 0 T" SHASTA BEVERAGES I( ICEm.Tk�l I r Y7 I 1227 Andover Park E. Tukwila, WA 98188 YO 5 DROP CA r5 \ Stamp: PRD A.p 1�I a i (:1 WAsyrl. � 2 l 34.218 _ Ao y O �2 E I ION A LT F•��em I a3iaizo 4/23/19 s @ r I I ( T W 6'DROP CA � i R AND HOSE REH EELEL W 1 VJ/ I I i I I I ( z ( L ( ( Q T-9"DROP ISOLATION VALVE r 2 BIBE ; W ROP 88"D ��. ��, ��:...1 r... _F___. 2-112" 0 ,� ''_I CA 4'" uJ Lu _ p I - L, _ 1 SUPPLY:' AW RISETO VALVE r I ' REDUCETO1f2 0 AND REG. ( __...._. _ AND 101 °DROP 10 DRO �........ `p (\_I_l O CO Ww� m o > j PTOVA 3 DRO LVE ANDHOSEREEL J O C/� z >• - iS 4 J E Q (_1 �r U c'1 REVISIONS FOR CITY SUBMITTAL 04127119 I Ll CA 2 FROMd015T 2t Z ' s ` i D " li lii tttt - - FI11 El :;(z REVIEWED FOR CODE COMPLIANCE Q I_ Q 1 I� ��1 it � FIB �l APPROVED MAY 03 2019 !� III II , p, P W L _ City of Tukwila BUILDING DIVISION Z Q I � m U U -OZECEIVED _ �I 1 �� CITY I �� j TO O AIRCOMPRESSOR Oi- i LIKWILA APR Y 4 2019 Q I�- _ j DROP eaS'�Ull? Gc?d TEt3 11J � �C CR r ""11- I F Dale 4123M8 i i{" ( .y ( d FARIETY PACK DRAWINGS SHOWN FOR REFERENCE. ERADDITIONAL DRAWINGS FOR MORE NOT SHOWN HERE. ` ,e^ PLANORMATION t. {.- NORTIi r - �+ Frpeq Nomee� 1904062.2 SHEET NUMBER VARIETY PACK CONVEYOR PLAN 1 P 10 1 KEYNOTES: 0 CONNECT TO EXISTING GAS METER. LANDLORD TO PROVIDE GAS METER LOCATION AND SIZE IN CONNECTION WITHIN THE DEMISED PREMISES. FIELD VERIFY AND COORDINATE WITH PROJECT ENGINEER FOR ANY DISCREPANCY PRIOR TO FINAL COSTING AND START OF WORK, OI," PIPE SIZE SCH 40 BS GENERAL NOTES I. CONTRACTOR TO FIELD VERIFY THE EXACT LOCATION AND SIZE FOR THE EXISTING METALLIC GAS PIPE LINE AND CONNECT TO THE NEW PIPE. 2. CONTRACTOR To VISIT THE SITE PRIOR TO BID AND VERIFY ALL EXISTING CONDITIONS. ANY DAMAGES TO ANY EXISTING WALLS, FLOORS, FINISHES ETC, BY THIS CONTRACTOR ARE TO BE REPAIRED AT THIS CONTRACTOR'S EXPENSE. 3. CONTRACTOR TO FIELD VERIFY ALI. EXISTING UTILITIES, EQUIPMENT AND RELATED ACCESSORIES PRIOR TO BID. COORDINATE ALL MAJOR DISCREPANCIES WITH PLANS WITH THE ARCHITECT AND ENGINEER PRIOR TO FINAL COSTING AND START OF ANY WORK. 4, PLUMBING AND MECHANICAL CONTRACTOR TO COORDINATE WITH LANDLORD'S ROOFING SUBCONTRACTOR FOR ANY ROOF PENETRATIONS RELATED TO THE INSTALLATION OF ANY NEW ROOFTOP UNITS, VENTS ETC. AT CONTRACTORS EXPENSE, TO ENSURE LANDLORDS ROOF WARRANTY IS NOT INVALIDATED BY TENANTS ROOF WORK. 5. PROVIDE INDUSTRY STANDARD ISOLATION VALVES GAS SUPPLY TO FIXTURES AND EQUIPMENT PER LOCAL CODE & MANUFACTURER'S CATALOG. 6. CONTRACTOR TO PROVIDE CUT SHEET SUBMITTAL OF ALL PLUMBING FIXTURES PRIOR TO WORK. 7. PIPE SIZES SHOWN ARE MINIMUM SIZES PER CODE REQUIREMENTS. CONTRACTOR CAN UPSIZE PER FIELD CONDITIONS AND COORDINATION WITH PROJECT ENGINEER. 8. FIELD VERIFY EXISTING CONDITIONS AND COORDINATE WITH ARCHITECT & ENGINEER FOR ANY MAJOR DISCREPANCY PRIOR TO COSTING ORE WORKS E I I 9 1 T I T 20'- 1 20'-0" 1 20'-0" 20'-0" i M�� MET�'tH PTA -Qu k , N Ij EL DROP I gem, 13E Jl;Jill G6T3 Of lKVVjL,, APR 2 j 2o19 '18'DR6P!l T 0 (E) GAS mETER�L F b-N q MC)lEl DAS-METERI L1500.AUUMNI I.CNSE CODE COMPLIANCE —G APPROVED 11iiq 1 VARIETY PACK DRAW INGSIHOWN FOR REFERENCE. MAY 03 2019 REFER TO ADDITIONAL DRAWINGS FOR MORE JI INFORMATION NOT SHOWN HERE. City of TukvVila BUILDING DIVISION IF DO - I , +L`Rr .-N VARIETY PACK CONVEYOR PLAN 1 AM ns PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE A MAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 wvAv.peicacom SHASTA BEVERAGES 1227 Andover Park E. Tukwila, WA 98188 V 4/23/19 ry uj uj I I r) r') z u < Z CL uj uj U � < < Lu ry > 00 u-j o 00 00 E co q < 0 pp 70 E V) c REVISIONS z FOR CITY SUBMITTAL < 04/22tlg I LL. 0 w z 0 u Sz u 0- F— w > 6 I. PLUMP ENGINEERING INC. ♦ ,� CONSULTING ENGINEERS sHoer P sNoxr sxoer � � � ♦� � u.a sa s STRUCTURAL, MECHANICAL, PLUMBING, ,sesma < ' • ' .� srww " ��` All u® ELECTRICAL, CIVIL, SURVEYING ® ® ee• ® ® © '�� u and onw ARCHITECTURAL a R4P 914 E. KATELLA AVENt1E O ANAHEIM, CALIFORNIA 92805 — P (714) 385-1835, F (714) 385-1834 _F I I I w .pelca.com onw 71 Z. I' 'ERC3" sn iorcx vuo xoscovee eoix wvs �� \ ♦/ nosEovsn uorreNcs C17 ew -- -- -- -- — ,`�— MEM SHASTA BEVERAGES 4 1227 Andover Park E. Tukwila, WA 98188 / ® Stamp: pR D. A, �nSA �o q 34218 C11 ,poare°a,w- �w.�.,uF* �Fss ONA Li L LNG hex oa/�s%zo ® I III I 4/22/19 L1..I W CL J z z I Q .0 U <C a z °- V) WW Q Q W w ��00 o00 >0 `= Lu 0, E m O < s o <( m � E c ) z � e a Q Q N N N F- REVISIONS FOR CITY SUBMITTAL U4n2/19 'o DCNIV i=J Uj c ry 61F WKWILA z I J APR 2 W 2019 PERMIT CENTER O SPECIFICATIONS SHEET SNOW N FOR REFERENCE ONLY W } Z ,.^ OJ West "-/zp d L, W z F— AIL W South N W VIEWED FOR L ODE COMPLIAN E j � APPROVED OR Dare: 4/22/19 Eg St MAY 03 2019 - P,gacl Number: s a 1904062.2 MA- D00--6 G DIVISION SHEET NUMBER VARIETY PACK CONVEYOR LINE FOR REFERENCE ONLY 1 VP-1 N.T.S. ms PLUMP ENGINEERING INC. 0 CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ASSEMBLY NOTES: sa�o0 B ELECTRICAL, CIVIL, SURVEYING, REFERENCE DRAWING 11980 ngcw ecruan 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 w .peica.com SHASTA BEVERAGES 1227 Andover Park E. Tukwila, WA 98188 Stamp: 13/32 DIA (1) ��oF Q A.way 17/32 X 5/8 (2) -A- h o 9 34218 �e `t TFS/ONk L 1 E ENG\�4, 1 4rzv1 s 5 32 / ry LU N 0 F LIJ 1/2 t 1 1/32 J - J 1 .020FrA Q _ 0 1 25/32 _ + z 1 7/8 —/� 1 /8 RAD Q 45' "-/30'� 3 1/8 2 27/32 m 1/2 RAD. (6) U 3 1/32 IYI 171 3 17/32 Z 1 1 /4 RAD. 4 1/32 W W 2�4 tOGA Q Q w ry I .. L1J > 00 `00 11/32 DIA (1) o > oO E On 13/32 X 31/32 SLOT (2) p < On O �r N LO 6 (n Z (VI- d$:sElvCi_} REVISIONS 13/32" SLOT (1) CiTY OF TUKVVILiA FOR CITY SUBMITTAL G41WI9 APR 2 4 2019 W PERMIT CENTER Z CIL 0 �> W YnhtlQ she W hegh {uasgqtlaaall�pNM M)1nsIM dPMhb b a°iam N •" I`i�rrisu` 0 5z r SPECIFI TOLERANCES UNLESS 71K U Z 8G70 GRAND HAVEN ROAD 07HERWISE NOTED SPRING LAKE. MICHIOAN � O DECIMAL DIMS. w s*a>—a.e..•s^ STANDHEAD, U s Di NE 80701011 INN JWH FS SUPPORT Q U FRACTIONAL DIMS. IlAmou' 10GA HRS P&O DAM 09/30/88 0' Z *1/32 WISH PAINT/ORDER a'o• JWH >- Lu w B ADDED 11/32 DIA. HOLE FOR 5/16 EYEBOLT 04 08 DAG A04151 owwwu w cv. I— � ANGULAR DIMS. . REMOVE ALL SHARP °Are 09 30 88 pa� as L(-I LID w A RELEASED 09 88 JWH ANG ES IN DEGREES p r CORNERS AND EDGES scve 8 EVI sw � ogre ev ecRm. t t• 1=1 D IACE ;� o APPROVED mleci Ma agw: OR MAY ()A 7111a LN.: 4/22M9 mle: City of Tukwila "" ° ' 19a49s2.2 BUILDING DIVISION S H E E T N U M B E R VARIETY PACK CONVEYOR LINE FOR REFERENCE ONLY 1 Y P-2 N.T.S. ASSEMBLY NOTES: REFERENCE DRAWING 11980 FOR 3/8"DIA HDWE 6 $EMI HEIGHT BE ASSEM P/N BOOT LEG QTY OF RANGE HEIGHT HEIGHT C.M. 13 80151516 16 80151816 22 80152416 12 to 16 28 $0153016 8 3/16 10 11/16 1 34 80153616 40 80154216 46 80154816 52 1 80155416 13 80151520 16 80151820 22 80152420 14 to 20 28 80153020 10 3/16 12 11/16 1 34 80153620 40 80154220 46 80154820 52 80155420 13 80151524 16 80151824 22 80152424 18 to 24 28 80153024 10 3/16 16 11/16 2 34 80153624 40 80154224 46 80154824 52 80155424 13 80151535 16 80151835 22 80152435 22 to 35 28 80153035 18 3/16 20 11/16 2 34 80153635 40 80154235 46 80154835 52 80155435 ...__1.3 .._. 80151546 16 80151846 22 80152446 33 to 46 28 80153046 18 3/16 31 11/16 2 34 80153646 40 80154246 46 80154846 52 80155446 —13-' "-80151570 16 80151870 _ 22 80152470 44 to 70 28 80153070 36 3/16 42 11/16 3 34 $0153670 40 80154270 46 80154870 52 80155470 13 80151594 16 =51894 22 80152494 68 to 94 28 $0153094 36 3/16 66 11/16 3 34 80153694 40 80154294 46 80154894 52 80755494 13 80151596 16 80151896 22 80152496 92 to 112 28 80153096 36 3/16 90 11/16 4 34 80153696 40 80154296 46 80154896 52 80155496 13 80151598 16 80151898 22 80152498 110 to 130 28 80153098 36 3/16 108 11/16 5 34 80153698 40 80154298 46 80154898 52 80155498 A <' SPECIFICATIONS SHEET SHOWN FOR REFERENCE ONLY RECEIVED CITY OF TUKWILA APR RED 2 4 099 CODE CNCEAPP F1AY 03 2019 City of Tukwila a BUILDING DIVISION VARIETY PACK CONVEYOR LINE FOR REFERENCE ONLY 1 N.T.S. PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 w 'peicaxom SHASTA BEVERAGES 1227 Andover Park E. Tukwila, WA 98188 a3n9jz� 4/22719 �I Tff I— LLI J Q n n Z .0 U Q Z �- V) tW^ L j v FV Q Q W W i 00 �W C� -C" m q > Q O Q co CL Eti Z_ �QQr\ 3 IT V) N H REVISIONS FOR CITY SUBMITTAL 04f22119 UJ Z J Q LU W z� OJ Uz �p W CLU L1J W W LU D:f U- Lu > 9�- 4/22119 SHEET NUMBER___ VP-3 ASSEMBLY NOTES: REFERENCE DRAWING 11980 45.00' 0 1 1/2 3 1/4- 5 1 3/4 TYP. 1/8 RAD Ir 1OGA 1 3/4• 4 tt/64 j O M n zl IZ of (o I I I I B 1 5/8 1 5/8 17/32 DIA X 3 SLOT (C REQ'D) CONSTRUCTION NOTE SLOT & TAB CONSTRUCTION ACCEPTABLE PROVIDED FINISHED DIMENSIONS ARE HELD PER PRINT 1 3/4RE 1 1 11/16 4-(REF) WELDMENT OA SHEET SHOWN FOR REFERENCE ONLY A REF. 83010 C GAL. QUAN I ITEM NO. DESCRIPTION DWG WELDMENT(K--� 01 1 80713099 BOOT.PLATE H.D. SUPPORT 850d2 02 1 1 1 93200100 ICH,BOOT 10GA X 7 X B P/N A B C 80615008 8 3/16 8 4 80615010 10 3 16 10 4 80615018 18 3/16 18 7 80615036 36 3/16 36 13 I127-0rcDOM 44� DXF FILE AVAILABLE FOR REFERENCE ACCURACY OF FINISHED PART ^ + �+�� + R ffi IS RESPONSIBILITY OF FABRICATOR d.Dawtia b TOLERANCES UNLESS 8D70 GRAND HAVEN ROAD TnE OTHERWISE NO DECIMAL DIMS, Imm SPRING W.M. MICNIDAN -8-ODD2 U.S.A, BOOT,WELDMENT .000 t.00s SEE CHART °D1 JWH H.D.SUPPORT G A03879 FRACTIONAL DIMS. DA 0tlN SEE B/M °A E 03/13/95 S A02530 t1/32 RRDI PAINT/ORDER DrD JWH Dx° H 700453 ANGULAR DIMS. ANGLES IN DEGREES REMOVE ALL SHARP CORNERS AND EDGES Dac 03/17/95 scuE 83010 C �. t t• .S-i REVIEWED FOR CODE COMPLIANCE APPROVED RECEIVED CSTV OF TUKWILA MAY 03 2019 APR 2 4 2019 City of Tukwila PEIRMIT CEiV rER BUILDING DIVISION VARIETY PACK CONVEYOR LINE FOR REFERENCE ONLY 1 04 N.T.S. -- `44rk PLUMP ENGINEERING INC. 0 CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICA!. CIVIL, SURVEYING ARCHRECTURLL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 0 P (7141385-1635, F (714) 385-1834 �.peicmcom SHASTA BEVERAGES - 1227 Andover Park E. Tukwila, WA 98188 Stamp: pRD A, O� F WA$y ti 9 q I� �o q 34218 p �� qSo AI Si ERN' �@0' NAL Et,G o:+i+9i�o 4122(19 ^/ 3 LU W N_ H _ J Q z Q U Z n- N L1j L j Q Q LL1 - o L� C3 00 - ui (� c0 m 0 > Q - 'o` Q m - S' E c i Z_ =Q" N : N � REVISIONS FOR CITY SUBMITTAL 040119 LLJ Z - O ?- W Z Uz UUJ O W LIJ W motes Mor,aaIN: CUR5 W - tea' 4122/19 P`ae" Nam : 1904062.2 1 SHEETNUMBER VP-4 ASSEMBLY NOTES: REFERENCE DRAWING 11980 1/8 RAD O 45.00' 0 1 1 /2 3 1/4 5 1 3/4 TYP. 4 t1/64 I161clo B 1 5/8 L 1 5/8 1 3/4 REF 2 1 11/16 4"(REF) r 17/32 DIA X 3 SLOT (C REO'D) CONSTRUCTION NOTE SLOT & TAB CONSTRUCTION ACCEPTABLE PROVIDED FINISHED DIMENSIONS ARE HELD PER PRINT ZEF. WELDMENT O �' SAL OUAN ITEM NO. DESCRIPTION DWG WELDMENT(A }—I 01 1 80713099 BOOT,PLATE H.D. SUPPORT 85002 (_1 02 1 1 1 93200100 JCH,BOOT 10GA X 7 X B P/N A B C 80615008 8 3/ 66 8 4 80615010 10 3716 10 4 80615018 18 3/16 18 7 80615036 36 3 16 1 36 1 13 ONLY DXF FILE AVAILABLE FOR REFERENCE+ y ACCURACY OF FINISHED PART 'A""a •r E " IS RESPONSIBILITY OF FABRICATOR s TOLERANCES UNLESS 838�RON6QRAND MAVEN ROAD 1RIE OTHERWISE NOTED LAKff. ICHIOAN DECIMAL DIMS. aoa88—SSes U.S.A. D L.000T,WELDMENT Do0 t001 J "a SEE CHART q°' JWH FRACTIONAL DIMS. M.Aw"' SEE B M DAZE 03 13 95 H.D.SUPPORT C CONSTRUCTION NOTE ADDED 08 07 MCG A03879 t1/32 RNSH PAINT ORDER ata JWH °AA"no na xEr, B ADDED 17/32 X 3 SLOT TO ITEM 02 02 02 KMS A02530 ANGULAR DIMS. °Are A RELEASED (REF 10GA WAS 7GA) 03 95 JWH 700453 ANGLES IN DEGREES e REMOVE ALL SHARP 03/17/95 83010 C °Are F EC Rs t t' CORNERS AND EDGES u.LE .5=i REVIEWED FOR CODE COMPLIANCE SPECIFICATIONSSHEEISHOWNFORREFERENCEONLY APPROVED RECEIVED CET'Y OF TUKWILA MAY 032019 APR 242019 City ofTukWila PERMiTCE)<1_H BUILDING DIVISION AM PLUMP ENGINEERING INC. 0 CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICALS CIVIL SURVEYING ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 0 P (714) 385-1835, F (714) 385-1834 ww Peica.com SHASTA BEVERAGES 1227 Andover Park E. - Tukwila, WA 98188 Stamp: PRD A,p G� pF WAS Po q 34218 TF DNA LFLENK��4, 4122/19 Uj hJ J Q r 0 z Q U zI V) !UJ W V Q < LLI - 00 o LU > OD _ 00 L E m 0 > Q 'o Q m -00 3 E V)) Z � U E ` O C � CN V) t— REVISIONS FOR CITY SUBMITTAL 0422/19 LLw J 0 Li Uz �O CL W W_ W LU Q� LL Proles M�aoa: CR r% Ie' 4/22/19 m 19040622 SHEETNUMBER VP-5 - SPECIFICATIONS SHEET SHOWN FOR REFERENCE ONLY CiTY OF TLlKWILA APR 2 4 2019 PEIRrAIT CENTER PACK •� •� ■FA • �® rf AM PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ____...._..._ ELECTRICAL, CIVIL, SURVEYING ARCHITECiURAI, 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www,pejca.com Stamp: PRQ A. - G� WAS pF Zl �a q 34218 p s �S�SkA L� EHG o,i�si2o 4(22119 W N_ W - J J Q n n z Q U U Q z n- V� uj u j Q < ui - > 00 o W 0 i _ IL ol � W E m ED ol >O Q o Q m ~S E to Z a T = CC N ~ � G P- REVISIONS FOR CITY SUBMITTAL 040J19 W Z - O LI W O z �p °- z LIJ I.J Lu W O� W — h rrolec Mo.,oas.. OR 4/22/19 s�N: mw�N mom: 1904062.2 SHEET NUMBER mil MODEL NO. BE WELD'T P/N HEIGHT (Qn 8OF CM) C D E 11.5-16 13 80620216 10 7/8" 1 6 1/4 16 80620316 22 80620416 28 80620516 34 §0620616 40 80620716 14-20 13 80620220 13 3/8" 1 8 3/4 16 80620320 22 80620420 28 80620520 34 80620620 40 80620720 18-24 13 80620224 17 1/8" 2 6 1/4 6 1/4 16 80620324 22 80620424 28 80620524 34 80620624 40 80620724 22-30 13 80620230 20 7/8" 2 6 1/4 10 16 80620330 22 80620430 28 80620530 34 50520630 40 80620730 28-40 13 80620240 27 1/8" 2 6 1/4 16 1/4 16 80620340 22 80620440 28 80620540 34 80620640 40 80620740 38-50 13 80620250 37 1/8" 3 6 1/4 13 3/4 12 1/2 16 80620350 22 80620450 28 80620550 34 80620650 40 80620750 48-60 13 80620260 47 1/8" 3 10 16 1/4 16 1/4 16 80620360 22 80620460 28 80620560 34 80620660 40 80620760 58-70 13 80620270 57 1/8" 3 12 1/2 20 20 16 80620370 22 80620470 28 80620570 34 80620670 40 80620770 68-80 13 80620280 67 1/8" 3 12 1/2 25 25 16 80620380 22 80620480 28 80620580 34 80620680 40 80620780 78-90 13 80620290 77 1/8" 3 12 1/2 30 30 16 80620390 22 80620490 28 80620590 34 80620690 40 80620790 1. TOP WELD OUTSIDE 2. INSIDE WELD WELD ALONG WELD INSIDE TOWARDS WIDTH OF FRONT CORNER OF EM. XMEM. TYP 1/8 1 1/8 YP. 4. INSIDE WELD 3. INSIDE WELD WELD ALONG ENTIRE WELD ALONG ENTIRE HEIGHT OF WIDTH OF XMEM. LEG. YP, TYP 1/8 1 1/8 1 WELDING DETAIL WELDMENT BF + 2 15/32 83030 H BAL. QUAN ITEM NO. DESCRIPTION DWG 01 1 2 807201_1 LEG,UPRIGHT X HEIGHT SEE CHART BELOW 02 1 B 807203_1 CROSSMEMBER,FS SUPPORT 85208 ALL WELDING TO BE DONE FROM TOP. ROTATING OF SUPPORT NOT REQUIRED. 4 WELDS REQUIRED PER CROSSMEMBER END. H MODEL 14-20, B WAS 2 & C WAS 3-3/4 08 09 ADDED LEG, UPRIGHT DWG CHART 11 99 F CHANGED WELDING REQUIREMENTS 09 98 E ADDED OUTSIDE PAINT NOTE 02 96 IDS RA04982G D LEG UPRIGHT RIBS REMOVED 07 93 C CHANGED WELDING SURFACE LOCATIONS 12 90 8 CROSSMEMBERS WERE 1 X 1 TUBING 07 90 A REDRAWN AND RELEASED 12 89 JWH SPECIFICATIONS SHEET SHOWN FOR REFERENCE ONLY DLERANCES OTHERWISE FRACTIONAL DIMS. :0/32 ANGULAR DIMS. ANGLES IN DEGREES NOTE: LEG WELDMENTS THAT ARE OVER 42" BY 144" ARE TO BE ROUTED FOR OUTSIDE PAINTING P/N MODEL NO. HEIGHT DWG 80720114 11-16 10.875 85130 80720120 _ 14-20 13.375 85130 80720125 18-24 17.144 85130 80720135 22-30 20.913 85131 80720145 28-40 27.152 85130 80720155 38-50 37,181 85130 80720165 48-60 47.216 85132 80720175 58-70 57.125 85133 80720185 68-80 67.159 85133 80720195 78-90 77.174 85133 Ir. ttrreTi RECEIVED D CITYOFTUKWILA D�REIE-,W-ED--F-6—RORNCE 9 APR 2 4 2019 ila PERMITCENIT-R ISION VARIETY PACK CONVEYOR LINE (FOR REFERENCE ONLY) I 1 PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, s ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 3B5-1835, F (714) 385-1834 w .peicmcom SHASTA BEVERAGES - 1227 Andover Park E. Tukwila, WA 98188 Stamp: PR D A, p o� of 1VAsy <� 34218 �s9"cis o5i�si�o 4122/19 ry W N_ F— W - _I J Q 0 z Q U U Q Z 0— N rW� U j lJ � Q Q W - > 00 `o ; 00 (n _ U-jV01 E CO > Q o Q co7 E cCL i Z N N REVISIONS FOR CITY SUBMITTAL 0422/19 LLI Z J 0 W Z OZ O CL W W — W w � LL- P,gan M�,oee-: CR > - 4122119 2 sire: - s 1904062z h SHEETNUMBER VP-7 �o= 5 7/1 O i 0 3 1/16 6 1 /8 ED + 0 —1/32 1 1 /4 BEND ON 90' 1 1 /4 1 1/2 1 3/8 /16 16 R1 /8 /16 3 5/8 t1/64 1 3/8 TOGA REF. 02 C9:M2[e1:1111111111 9■;2 I01t][L15■F71le] SPECIFICATIONS SHEET SHOWN FOR REFERENCE ONLY RAD ±1/64 85016 E WELD'T P/N (REF) BF A 806152 806153__ 806154__ 806155__ 801 806157__1 8061581 806159__F 13 15 1 16 16 18 1/16 22 24 1 16 28 30 1/16 34 36 1/16 40 42 1/16 46 48 1/16 52 541/16 ALL OTHER WIDTHS A = (BF + 2 WELD'T P/N (REF) HEIGHT RANGE (DESCRIPTION) B C Ott of SLOTS 80615_16 80615_20 80615_35 80615_46 80615_70 80615_94 80615_96 80615_98 1216 101 3 6..1.1/16 _ . -- 1424— 1/16 3 2235 20 11/16 6 3346 31 11/16 6 4470 42 11/16 1 12 6894 66 11/16 12 92112 90 11/16- 12 110130 1 108 11/16 12 } DXF FILE AVAILABLE FOR REFERENCE ACCURACY OF FINISHED PART ft'01 °"" IS RESPONSIBILITY OF FABRICATOR �dj. TOLERANCES UNLESS OTHERWISE NOTED ER l6 �!CO INCORPORATED /` sew Luc. ,�� us.a m1e LEG,FRAME DETAILS H.D.SUPPORT A02781 DECIMAL DIMS. 0oo t oii A027$1 Evxa SEE DWG 83012 JWH A02 222 FRACTIONAL DIMS. 10GA HRS P&O D;03/13 95 ft/32 NONE A01404 ANGULAR DIMS. ANGLES IN DEGREES t 1• REMOVE ALL SHARP CORNERS AND EDGES e03 17 95 85016 E A00453 zsue ,5=1 WED FOR CODE COMPLIANCE APPROVED €,L(,,J MAY 03 2019 CiTV OF T IJKW LA APR 2 4 2019 CityOfTukwila PERMIT CENTER BUILDING DIVISION VARIETY PACK CONVEYOR LINE FOR REFERENCE ONLY 1 N.T.S. 0 w PLUMP ENINEERI NG INC CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 0 P (714) 385-1835, F (714) 385-1834 wwvd.peica.com SHASTA BEVERAGES - 1227 Andover Park E. Tukwila, WA 98188 Stamp: PR D. A, p G�CF WASy r �o q 34218 �S/PPJA L o3(isjzo 4122/19 ry LU N_ H W - J Q n Z Q U Q Z_ 0- fJ) � 'Wn Ujj V � Qrs" Q W - UJ > 00 0 1� O 01 E m > Q - O E t~ Z < D Q Q 3 0 0 = CC N (-- REVISIONS FOR CITY SUBMITTAL 04/22/19 W Z - O W O J Uz W Fes— LIJ W_ W W Proleu Mmag«: CR >D.- ta' 4/22119 - Scalo: - - "�leC Nvmeef: 1904062.2 y SHEETNUMBER VP-9 ra VILA 9s rER w PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARC 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 0 P (714) 385-1835, F (714) 385-1834 w .peica.com W N_ H W J J Q n D z Q U U <C z a- wW () E << >� o W O > /^ V E m > —� O a H Co� E v) z c Q Q 04 o N = CC N REVISIONS FOR CITY SUBMITTAL 04122ns 4Y22119 304�2.2 0 r' �� .III !® -1 t Agh PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 0 P (714) 385-1835, F (714) 385-1834 r .peica.com r I. -i IV F— LU J J Q CL 0 z 4 U U Q z 0- W W Q 4 o L\U E 0 0 'o Q m E Q Z `c Q c REVISIONS 04/22/19 A MT. VARIETY PACK CONVEYOR LINE (FOR REFERENCE ONLY) I 1 %�:�I 7.;X41 WK*7'\V/WCO]:i:� ko LA R ONLY 1 N.T.S. yt, r U PLUMP ENGINEERING INC CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 w ,Peica,com SHASTA BEVERAGES - 1227 Andover Park E. Tukwila, WA 98188 Stamp: pRD A. p WAgy rl: Po q 34218 T ION A L osi sirzo 4/22119 ry W N_ F— Ii - J J Q n z Q U U <C Z In V� w W Q Q uj - o W` % c_0 0 W p� E o Q -00 E N Z <( Q ° c= N REVISIONS FOR CITY SUBMITTAL 04/22/19 LIJ Z - J _ 0 W > z �z 0 �U w w_ uj W � uj v- araeol Mm,oa�: CR } - Date: 4/22/19 scalp: Proed NumCm: 1904062.2 H SHEET NUMBER VP-13 85208 F PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 w ,peica.com SHASTA BEVERAGES 1227 Andover Park E. Tukwila, WA 98188 Stamp: PR C A, p O� pE WA L t 1/16 �o q 34218 ,rFS: f= 151 LR, G\�` S�WPJA L E0 oaj ejso 4122l19 1" REF. � W N 29/32 1-- BEND UP90' + J J R 4 1 /4 2 5/8 z — — — — — — — — — — — — — — 12GA L Q BEND UP 90' 29l/32 T Z OL r N H rLr1�J LLJ V � Q Q Lu DO o LJJ > 00 LU 0' CL m Q QQm�� cn Z_ Q 0 Q CQC N N G N NOTE: (FS= XR30,40,44,48,50, BELT & GRAV) L= BE + 2 1/8 REVISIONS FOR CITY SUBMITTAL o4aat9 (EMX100 BELT CONV) L= OAW — 5/16 (TFO & PDC-12) L= EW + 1 11/16 W Z J �q ply QI b "'IN SM �,oM6 N0[Lvu r O Li °fir w .ee.n.amaemw��+n.c > TOLERANCES UNLESS vne z ®�70 ORANO MAVEN ROAp F L DIMENSION WAS WRONG FOR P N:1196703 06 17 JAG 10207 oTHERWSE NOTED SPRING AKE. MiCHIOAN J DECIMAL DIMS. °B'468-D°°� �•°•a CROSSMEMBER, U Z E L DIM WAS BE + 2:5 32 & TO CHN G 11 09 DAG 6136 DECIMAL L DIM D REVISED NOTE TO MAKE FS DIM. CLEARER 06 98 EFB A01335 •Do t.o1 ° N0 SEE CHART pw SL FS SUPPORT '� O C CAW WAS 2-11 16" 10 94 JWH A00417 FRACTIONAL DIMS. MA1 12GA HRS P&O °"� 07/26/90 U Lu t1/32 fN am Q B ADJUSTED LENGTH,LEG UPRIGHT RIBS REMOVED 07 93 JWH A00272 ANGULANONE JWH �, 41 W U A RELEASED 07 90 SL ANGLES NROEGREES REMOVE ALL SHARP DAm07 27/90 5208 F W y I>o.nna �� n �• 1• CORNERS AND EDGES scuE _ - V W_ � [� LL- APPROVED Q W MAY 03 2019 RECEIVED """° � > � SPECIFICATIONS SHEE SHOWN FOR REFERENCE ONLY CITY OF TU K W I LA CR Date: 4122119 City of Tukwila APR 2 4 2019 ml°: BUILDING DIVISION PEP.tv11TCENTE3 °°""""— soaosz.z SHEET NUMBER VARIETY PACK CONVEYOR LINE FOR REFERENCE ONLY 1 Y P14 - N.T.S. P/N BE L FS 10 12 1 8 80720315 13 15 1/8 80720317 15 17 1/8 80720318 16 18 1/8 80720322 20 22 1/8 80720324 22 24 1/8 80720326 24 26 1 8 80720330 28 30 1 8 80720335 33 35 1 8 80720336 34 36 1 8 80720342 40 42 1 8 80720348 46 48 1 8 ALL OTHER WIDTHS SPEC P/N BE SEE NOTE oaH¢i how Epeaml tea , E R . r2,0 dom nsioF o. ..- (�.... �'. J` Ltn zloaD x(-LOAD PLA C'I-2LOADn ......__ t - _ �P £ ,• _. I j___ I �__—... ZCIVIL,1 T "�f �—�,.) -z mao rN -- -- •fie re � « �..._ - .-� .h.--' --{-�. .LonDz m g2 Ell9/E-STOP LET,IT y _ CONTROL CABINET � STRUCTURAL PLUMP ENGINEERING INC CONSULTING ENGINEERS MECHANICAL,PLUMBING, ELECTRICAL, CIV L, SURVEYING, x LoaD 1 i I l M.-.... _:e'-�i�.11;3s • -�=e - :^ LOnDx �. Lonoz — �—� IJ _ -„_., _L _ / z 9' ARCHITECTURAL 9 4 E. ANAIHEI CALIF AVENUE CALIFORNIA 92805 ..- . z-to ___ Q _I. L- ' Loa°v lo'w t __.... ....___ __..._ ,., :.. , -1 P (714) 385-1835, F (71 A) 385-1834 v+ww.po' Ica.com —'. vLOAD .—I__......... J - aws MM.—�'-----eeo MM-� TOP VIEW OOAe MM, No. MM OP VIEW ee MM i _ 63 P g a ® 510 ,°^ z Mu� scale/a,_i, 9_ .. 13,_10. ..-.-.-..- I me M R 3 I rF�E g soale M` i' m TTI aB oB 12 MM. �6 fate MM. "'--seat MM -- sMM.-� te,s ENDVIEW ooze MM.- xlN muM +pros MM� 11 ELEVATION p,o MM NWER DROP 1 ENDVIEW ELEVATION at°MM SPECIFICATIONS 312 PALLETIZER • Oanve¢ed Horsepower-15 prommaower • Heist: SHASTA BEVERAGES SPEC IFICATIONS 302 PALLETIZER • eectrcai Specie ea ions-230/460 volts, •Hoist 3 phase 60IT, Chain Lift -Optional speeds'. 0 Ta g an pass size a Pattern Air Re z crm at aB PSI manure-Optonal Be an:Imando100caass per min Tremens: Piston Lin-Seandal • gravity O'schaom comeyor furnished as part - " 1227 Andover Park E. T. kWlla, WA 98188 • Speeds: Oepentling on Case 612p & patiein Canons up te, GO cases per m n . Convened Horsepower-13 horsepower PILift--Stand artl --Plastic Cases op to 56 Cases per min. of maehaie Maximum deals • Pallet magazine With heizenty of approximately DROP / NPT stamp: _ allace Bags up to 30 bags per in Alf Regulrements: 1 CUM at 80 PSI Ponermes. the BlantlarU- , Netpsl,ippingpwel9nt almroxlmateiy 14,0001bs. Plastic oases up to 40 Cases per man. • Orefliy Norehame comeyor furnished as part A opens i12" "deg x 1 2 w Oe zx3"" highs • MazimumzLamp Weimit-500 @s. CI Dine of various types Mazlmmn 36 lag z2 g • Mazlmum Loop S . Cases-52' long 52' ,vide z 81 b gh Bags-48' long x 48' wide x 7g' high Oversize Machine-64" x 04"Title x 81"high • Mazlmum Layer Weight-500Ibs. •Mazlmumthem Wright-3750ros. of machine • Programmable Conimier Standard-- • Pallet magazine with uVesity of amroxhoundy Choice of va m4 types 73 pallets (optional) • Carton sizes! • Net stripping wunhi gra.imatety 13So01bs. Minimum-8A" term x 8E" Wade z 3" high • Variations ei Standard one avaliabie, depending Mazimom-24"lend x l7"Bull z 18°high an uniaatier le- 750 to,, • Maximhm Lnatl WP.19 3• Marion Sizes: • ElegHeal Bpecif cat res-230/460 von6, Minimum-8yz" Ien9 x Byz"wide x 3" high • Uallations of standard aro avalla610, tlepandNB 3 phase, GO He Mazlmum-24" 1.9 z 17"Bich z 18"high pn eppliceilon HANDLES ALMOST ANYTHING THAT brewerles, soft drink plants, food processing `-. ��i 2'6' 0'3' D. P•(2 /`i. p/ G of WAS L2jA c, CAN BE HAND STACKED The AWey 3oz plants, or wnerever speed and gentle has- dung are important: ^ P� yF 3421 �e handles bags and bales, is gentle enough If speed Is essential in your - m ( ❑ Rio E ass/DNA the for non -returnable glass bottles, and stacks even greater the 312 Dual infeed Palle- a g Tg• 11 EN6�� " A PALLETIBER, OR UNITI�EId, OR BOTH. lust five of the samples of virtually Modular design makes the Alvey 302 highly unlimited patterns that can be formed with plastic cases with the same ease as corru- gated containers. Its high capacity -up to plant, Alvey offers tizer. It handles up to 100 cases per minute of HAMHATI o�i:9iroo 4nzns adaptable for special requirements... as a just a "flick of the switch" or totally auto- a maticallV on a multi -line system by the 302. 60 cases or 30 bags per minute, depending and makes it ideal for and offers all the other advantages of the 302, including hydraulic piston and chain- ELEVATIN � unitlzer for palletless operation... or as unitizer/palletizer combination. Below are on size pattern, T lift options. a A �t� w n R px �m r ry LIJ H L 3 � as[Arm i �NoW W J _ UH T�NEi J NON RETURNABLE GLASS CARTONS PLASTIC CASES BAGS OR BALES 7 CASE 8 CASE 9 CASE 10 CASE 14 CASE 7 Z 6 Q CU Q Z n- 2 m- b� b LLB LLU f uf4 n m` 4 eras B - _ < W e4 rvEn+crsrto ( mm rexro mma/r roreu1 _ _ e" i u:m ncraa rue opal fl att shank / .s s m•U •. - ..'. 0 /� (I� �- Go ramsma+x __ _—__ M l.j L c UJ CUSTOMER ' siaunartaawra - "-"'m" EXISTtNC CONVEYOR r ;,tw mw I .� :, E I I III 111 I I I I I Of O - t'�Illllllllilllll E C/i Z j jilfllllllllllll;'I'j = Q Q 3 O N D N - as,, REVISIONS FOR CITY SUBMITTAL ( (- { 04122719 W W 4e 5 J CL Sf ECIFICATIONS SHEET SHOWN FOR REFERENCE ONLY'Lij , J ,m� Ares— F_ o z j�� z O w x.- mxae n se ,Tab LU Z a r mxomunnox N W _ FA•SS LiY7Wl -SHASTA N!Y£ftG"E" ^• rim Av reran W � W _ merxrsuamtrmram ° mnxv 'rw J LL __. REVIEWEDa POR ro-r7s a2sz J Q W� IL eraanM°°D� OR RECEIVED RECEIVED° MAY 0320i9 CITY OFTUKWIL.IA z ad 4122119 °b: APR 2 N 2019 to y °'e" "° ° 19134062.2 CltyofTukwila _ BUILDING DIVISION SHEETNUMBER PALLETIZER AND STRETCH WRAPPER FOR REFERENCE ONLY 1 EQ— 1 LOW OR ELEVATED CONVEYOR - - L_- I ( SECTION IS m HILTI TYPICAL ® EACH KWIK BOLT TZ PAIR OF LEGS (EMBED 2") I (E)CONCRETE 1 .L SLAB (E)WEJ-IT ANCHOR A CONVEYOR ANCHORAGE SECTION A-1.0 SCALE: %"=1'-0" TY44x3x0'-3" w/7¢"6 HILTI KWIK BOLT-TZ (EMBED Z%-) (TYP.) (E)WEJ-IT ANCHOR 1.0 IL PLAN r� (E)TUBE STEEL LEG FOR RELOCATED PALLETIZER PLAN (SECBONCRETE LA Jl -Ti iT- PALETIZER ANCHORAGE SECTION B-1.0 SCALE: X"=V-O" (N)6"0 FOOT 4 - w/3422"4 HILTI KWIK BOLT-TZ (EMBED M4") (E)3"4 FOOT PLAN c ANCHOR (E)WEJ-IT JNOTE: MINIMUM 4 FEET (ONE EACH II CORNER) MODIFIED l i PLAN c IN THIS WAY Jl -i i-ITr _.--- SHRINK WRAPPER FEET SECTION C-1.0 SCALE: 3/4"=1'-O" rhm 'IJ4x4xO'-7" w/24"0 HILTI KWIK BOLT-TZ (EMBED 3Y4")- CATWALK ANCHORAGE SECTION D-1.0 SCALE: 3/4"=1'-O" GENERAL NOTES CODE:. INTERNATIONAL EXISTING BUILDING CODE, 2015 EDITION BUILDING RISK CATEGORY - H LIVE LOADS: UNIFORM LOADS: LOCATION LIVE LOAD REDUCIBLE SLAB ON GRADE (SEE SLAB ON GRADE NOTES) ROOF 25 PSF(SNOW) NO WIND DESIGN INFORMATION: WIND LOADS ON TB MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) WAS DETERMINED USING THE ENVELOPE PROCEDURE. WAND SPEED (BASED ON TABLE 1609.3.1 OF IBC 2015): VW, = 110 MPH V= = 85 MPH EXPOSURE'B" A= 1.0 Ka=1.00 SEISMIC DESIGN INFORMATION: Ss=143.2% Sps=.955 S, = 53.4% SDI = .534 EQUPEAENT VALUES: ap=2.5 Rp=3.0 0o 10 Ia =1.0 SITE SOB. CLASS =E SEISMIC DESIGN CATEGORY= D ANCHORAGE TO CONCRETE: EXISTING ANCHORS SHALL BE TIGHTENED TO THE MANUFACTURER SPECIFIED TORQUE VALUES GIVEN BELOW. 3/8" DIAMETER = 25 FT, LBS IIT DIAMETER 55 FT. LBS 5/8" DIAMETER = 95 FT. LBS NEW EXPANSION BOLTS INTO CONCRETE SHALL BE HILTI KWIK BOLT TZ AS MANUFACTURED BY HILTI, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-1917. ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. NEW ANCHOR INSTALLATIONS SHALL BE INSPECTED ON A PERIODIC BASIS BY A THIRD PARTY, REPORTS PER SPECIAL INSPECTION SECTION OF THE GENERAL NOTES. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy = 36,000 psi) OR ASTM A992 GRADE 50 (Fy = 50,000 psi). APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS. WELDS NOT SPECIFIED SHALL BE 3116" CONTINUOUS FILLET MINNIMIIM. ALL WELDS TO BE IN ACCORDANCE WITH AWS D1.1 AND D1.8 AND BY WABO CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS PER IBC SECTION 1705, A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SPECIAL CONDITIONS: THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD, OBTAIN ARCHITECTS APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. MECHANICAL FIRE PROTECTION AND ELECTRICAL SYSTEMS: If SHALL BE THE GENERAL CONTRACTOR AND/OR SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR IBM SCOPE OF WORK. THIS SHALL INCLUDE THE DESIGN OF THEIR SYSTEM AND ANY REVIEW AND MODIFICATIONS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQUIRED BY THEIR SYSTEM. '- REVIEWED FOR CODE COMPLIANCE APPROVED RECEIVED CITY OFTUKWILA MAY 032019 APR 2 4 2019 City of Tukwila PERMIT CEN7LR BUILDING DIVISION. N)AIR- 01100� Eifo w U W by a�� oW3 o= a oLB.� W r 00 00 (DW Qrn W Z O >oWO-Z W oo,- a W fn m�Z>d 03: Z Q_3 U)Q P- Q Z 04 ~ ~ .1 w c U) w H O Z -j W Z W (D 06 fn Z O h J UJ U) ENGINEER: AH CHECKED BY: JH DATE: 4-18-19 JOB No.: 10-23.04 SHEET No.: 1 OF2 1 9Y Y :321'-0" � 11 13 15 1 80' 16" 20'-0" I I ( 220'-6" 40'-6" I I 40'-0" I 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 40'-6" "' PANEL. FTGS COLUMNS .I z c� ti z w w a ¢ BEYOND — m --------I FACE OF /----LIJ- I--- TT ------ VM-- M o PANEL / I I o N P.C. \ o PANEL rr r r7 I ---------- nfl ----- ------------------��J '-0" DIAMOND ISOLATION JOINT ( I I O2 v '-' (TYP.) ONT FACE OF PANEL oo`�I r ---A-1.0-------NON MOTORIZED I1Ii - (E)" 0 P.C. oo`° CONVEYOR (10 PLF WEIGHT) I PANEL P.C. I i 1 (50 PLF WEIGHT) PANEL O ,_ E2 0. C 1.0 1 1 r _I r r� r rr I--1 r� -I-- 1—_--LJ--- i LJ VP LINE LJ LJ LJ LJ --- LJ r— --_-- K o i------�------T------�------ (E)DOCK Ct70GT. (� C-1.0 i'---- ('IP jER r — I� .SHRINK WRAPPER PALLETIZER^I �i (15000# WEIGHT) CATWALK I Ii ELEVATED PALLETIZER ACE OF I; CONVEYOR D-I 0 (35000# 1 (50PLF WEIGHT) _ WEIGHT),- I I F, I ----- --- - ----- -r ( 1 I - G (E)PILASTER A 1.0 L— I i i 11 E)PILASI ER i I �TYP.) ( STAIRS PER o I A-1.0 ARCH. (TYP.) W I j I B-1.0 -------------------- --- ----- - — — � _ o If I I W azd 1 i zc� 1 1 1 I (50 PLOFN WEIGHT) I 1 I I I 1 II I I I 1 I I I I 1 I i 14 , 14 1 L J L J J L J l_J L L J J I o (E)BO-ITUNG 1 1 1 1 N I A-1.0 LINT I 1 I I —) —� F ------ - -- ----�— --�-- —� --- --�_— -- �--- ---� --- O p I.L,--I-Z-4—J-I_L--�I�--- i I , _-- _ `yy.� �.�qr�+� L�J J __�----.------- I INTERIOR TILT 1 1 1 1 1 I PANELS \.J TsTl III-�-"--�--�'---I---� CONCH SLABFEx �\./ �.._/�- TANKS I � II 1 EXISTING I I I I ( I I I I (TYP.) I I ( I ( I OFFICE N I I I 1 1 1 I I I OFF(E)ICE REVIEWED FOR -- -- ----- -- -- -- ----- ------------ ------------ - — --- ----1— --i CODECOMPLIANCE A APPROVED - ------'---- --- --- N FOUNDATION PLAN MAY oa2ol9 I ( I ( I SCALE: 1"=20'-O" City of Tukwila I i r 1 I 1 I i i 1 I I I NOTES: 1) TOP OF FINISHED FLOOR AT ELEVATION 30.0' IS REFERENCE BUILDING DIVISION DATUM 0'_O° . 1. i I 2) CONTRACTOR TO VERIFY ALL DIMENSION AND CONDITIONS IN FIELD RECEIVED 20'-6" 20'-0" 20'-0" 2C-O" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 2C-6" AND NOTIFY ENGINEER AND ARCHITECT OF ANY DISCREPANCIES. CITY OF TUKWILA PRIOR TO CONSTRUCTION. 321'-0" (FIELD VERIFY) APR 2 11 2019 PEIR:;isTc;E�iT--I, Ct 0 O 7q ti 8A U ag w �N Ia, r � v m�=.s N �H 0 a ti w �i � i W m "b ~ 00 W Z I— r W W N 0 LIB U LLJ 7 m�z>¢ o_ 1 0 '0 Z K -J Q tt�^ Z N 2 r rU) 0 Z I" t.l.l ENGINEER: AH CHECKED BY: JH DATE: 4-18-19 JOB No.: 10-23.04 SHEET No.: 2 OF 2