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Permit D19-0094 - SHASTA BEVERAGES - ELECTRICAL ROOM
SHASTA BEVERAGES, INC - ELECTRICAL ROOM 1227 ANDOVER PARK E Apn: 3523049072 FINALED 03/08/2021 D19-0094 �°^�xx °�� Tukwila v��~� x�n v ��n«w��oa Department of Community Development ��oo � uyooumux��cenzeruuuevan�'��wne* Tukwila Washington �~ � nhon"'�oa'4���'as7o �'���� Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: Address: Project Name: DEVELOPMENT PERMIT 3523049072 Permit Number: Issue Date: Permit Expires On: SHASTA BEVERAGES, INC - ELECTRICAL ROOM Owner: Name: Address: Contact Person; Nome: Contractor: License No: Lender: NATIONAL BEVERAGE CORP 8I00SVV10THSTSTE4000' PLANTATION, WA, 33324 O4V|DK[HLE l9l6BONA|RDRSW, SEA7TLEWA, 98116 ^'' SHASTA BEVERAGE INC Address l227ANDOVEKPARK E,TUKVV|U\ WA, 98188 Phone: (I06)433-8997 Phone: Expiration Date: DESCRIPTION VpWORK: CONSTRUCT CMU WALLS TO ENCLOSE THE EKLECTRICAL INTERIOR SERVICE WITH OPEN CEILING AND IN -FILL TWO EXISTING OVERHEAD DOORS. Project Valuation: $7,200.00 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: U0 Electrical Service Provided by: TUKWILA Fees Collected: $76773 Occupancy per IBC: F-1 Water District: TUKVV|LA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: as Code: National Electrical Code: VVACities Electrical Code: VVA[296'46B: Code: ublic Works Activities: [hanneUmdnn/Sthping: [urb[ut/Acoass/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: HauUn8/Dveo|zeLnad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: O Number: 0 No - Permit Center Authorized Signature: W11 Date: � � I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting ofthis permit does not presume togive authority ,oviolate u,cancel the provisions ofany other state orlocal laws regulating construction urthe performance nfwork. |amauthorized tosign and obtain this development permit and agree to the conditions attached to this permit, Signature: ez_ Print Name: ^C �4�_ This permit shall become null and void ifthe work bnot commenced within l8Vdays for the date ofissuance, orif the work is suspended orabandoned for aperiod ofl8Odays from the last inspection, PERMIT CONDITIONS: 3: The total numbercdMeexdngubhersmquinedfnronmdinamhaoardoccupancywhhOaoA fire hazards b calculated atone extinguisher for each 1,5UOsq. ft. ofarea, The eminguisher(s)should beufthe "All Purpose" (3A,4O8:C)dry chemical type, Travel distance toany fire extinguisher must be75'nrless. (|F[ 906.3) (NFPAlO'5.4) l: Portable fire extinguishers, not housed incabinets, shall beinstalled onthe hangers nrbrackets supplied. Hangers orbrackets shall hesecurely anchored mthe mounting surface |naccordance with the manufacturer's installation instructions. Portable fire extinguishers having agross weight not exceeding 4O pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top isnot more than lSfeet (l067mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (|F[9Q67 and |F[ 906.9) Z: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall bealong normal paths oftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths nf travel. (|F[906.5) 4, Maintain fire extinguisher coverage throughout, 8: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall beextended, altered uraugmented asnecessary tomaintain and continue protection whenever the building is altered, remodeled or added to. Alterations tofire protection systems shall bedone inaccordance with applicable standards. (IF[90l.4) 6: Sprinklers shall be installed under fixed obstructions over 4 feet (1,2 m) wide. (NFPA 13-8.6.5.3.3) 5: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436), 9: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P,A. 72 and City Ordinance #2437. 11: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 10: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau, No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 12: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 13: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3,1) 7: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 14: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 15: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL CITY OF TUKWILA Comnwnity Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No.l[ 00 j / Project No. Date Application Accepted: -A"{ 9" Date Application Expires: -t -all -(7 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 1227 Andover Park East Tenant Name: Shasta Beverage Inc 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, Architect Address: 1916.Bonair Dr SW City: Seatttle State: WA Zip: 98116 Phone: (206) 433-8997 Fax: (206) 246-8369 Email: dkehle@dkehlearch.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: 352304-9072 Suite Number: Floor: 1 New Tenant: ❑ Yes Qf ..No ARCHITECT OF RECORD Company Name: David Kehle, Architect Architect Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: (206) 433-8997 Fax: Email: dkehle@dkehlearch.com ENGINEER OF RECORD Company Name: Plump Group Engineer Name: Richard Plump Address: 914 Katella Ave City: Anaheim State: CA Zip: 92805 Phone: (714) 385-1835 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Shasta is funding Address: City: State: Zip: H:\Applications\Forns-Applications On Line \2011 Applications\Permit Applicat Revised: August 2011 bh ised • 8-9-11.docx Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 7,200 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ 1,300,000 Describe the scope of work (please provide detailed information): Construct CMU walls to enclose the electrical interior service with open ceiling and in fill two existing overhead doors. Will there be new rack storage? 0 Yes Z-No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 107,649 450 III-b Fl rd Floor 0 0 r Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): 193,170 Floor area of principal dwelling: 0 Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 49 Compact: Handicap: 2 Will there be a change in use? Q. Yes ZJ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: VI Sprinklers IZ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use offlammable, combustible or hazardous materials in the building? D Yes IZ) No If "yes', attach list of materials and storage locations on a separate 8-1/2" .x 11" paper including quantities and Material Safety Data Sheets, SEPTIC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplicalions1Forms-Applications On Line12011 Applications1Permit Application Revised - 8-9-11.docx Revised: August 2011 btu Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR A Signature: Date: 03/29/2019 Print Name: David Kehle Day Telephone: (206) 433-8997 Mailing Address: 1916 Bonair Dr SW seattle wa 98116 City State Zip HAApplications1Forrns-Applications On Line12011 App8cedions1Perrni1 Application Revised - 8-4-11.cloov Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $252.03 D19-0094 Address: 1227 ANDOVER PARK E Apn: 3523049072 252.03 DEVELOPMENT $252.03 PERMIT FEE R000.322.100.00.00 0.00 $252.03 TOTAL FEES PAID BY RECEIPT: R17600 $252.03 Date Paid: Wednesday, May 08, 2019 Paid By: SHASTA BEVERAGES Pay Method: CHECK 598071 Printed: Wednesday, May 08, 2019 11:39 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $4,917.26 D19-0094 Address: 1227 ANDOVER PARK E Apn: 3523049072 $168.73 Credit Card Fee $4.91 Credit Card Fee R000,369.908.00.00 0.00 $4.91 DEVELOPMENT $163.82 PLAN CHECK FEE R000.345.830.00.00 0.00 $163.82 D19-0099 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,682.37 Credit Card Fee $49.00 Credit Card Fee R000.369.908.00.00 0.00 $49.00 DEVELOPMENT $1,633.37 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,633.37 D19-0100 Address: 1227 ANDOVER PARK E Apn: 3523049072 $2,344.08 Credit Card Fee $68.27 Credit Card Fee R000.369.908.00.00 0.00 $68.27 DEVELOPMENT $2,275.81 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,275.81 EL19-0270 Address: 1227 ANDOVER PARK E Apn: 3523049072 $443.55 Credit Card Fee $12.92 Credit Card Fee R000.369.908.00.00 0.00 $12.92 ELECTRICAL $430.63 PLAN CHECK FEE R000.345.832.00.00 0.00 $430.63 M19-0052 Address: 1227 ANDOVER PARK E Apn: 3523049072 $194.07 Credit Card Fee $5.65 Credit Card Fee R000.369.908.00.00 0.00 $5.65 MECHANICAL $188.42 PLAN CHECK FEE R000.322.102.00.00 0.00 $188.42 PG19-0049 Address: 1227 ANDOVER PARK E Apn: 3523049072 ' $84.46 Credit Card Fee $2.46 Credit Card Fee R000.369.908.00.00 0.00 $2.46 PLUMBING $82.00 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17285 R000.322.103.00.00 0.00 $82.00 $4,917.26 Date Paid: Friday, March 29, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 029140 Printed: Friday, March 29, 2019 3:22 PM 1 of 1 Y TEM5 1 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $19,038.05 D19-0094 Address: 1227 ANDOVER PARK E Apn: 3523049072 346.97 DEVELOPMENT $334.37 PERMIT FEE R000.322.100.00.00 0.00 $252.03 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 STRUCTURAL CONSULTANT R000.345.830.01.00 0.00 $57.34 TECHNOLOGY FEE $12.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $12.60 D19-0099 Address: 1227 ANDOVER PARK E Apn: 3523049072 $2,645.01 DEVELOPMENT $2,519.37 PERMIT FEE R000.322.100.00.00 0.00 $2,512.87 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $125.64 TECHNOLOGY FEE j R000.322.900.04.00 1 0.001 $125.64 D19-0100 Address: 1227 ANDOVER PARK E Apn: 3523049072 $3,701.31 DEVELOPMENT $3,526.25 PERMIT FEE R000.322.100.00.00 0.00 $3,501.25 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $25.00 TECHNOLOGY FEE $175,06 TECHNOLOGY FEE R000.322.900.04.00 0.00 $175.06 D19-0106 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,596.24 DEVELOPMENT $1,534.74 STRUCTURAL CONSULTANT R000.345.830.01.00 0.00 $279,81 PERMIT FEE R000.322.100.00.00 0.00 $1,229.93 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $61.50 TECHNOLOGY FEE R000.322.900.04.00 0,00 $61.S0 D19-0112 Address: 1227 ANDOVER PARK E Apn: 3523049072 $289.63 DEVELOPMENT $277.03 PERMIT FEE R000.322.100.00.00 0.00 $252.03 WASHINGTON STATE SURCHARGE B640.237.114 0,00 $25.00 TECHNOLOGY FEE $ 2.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $12.60 Date Paid: Wednesday, April 17, 2019 Paid By: SHASTA BEVERAGES Pay Method: CHECK 596962 Printed: Wednesday, April 17, 2019 10:33 AM 1 of 3 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $19,038.05 EL19-0260 Address: 1227 ANDOVER PARK E Apn: 3523049072 $3,121.37 ELECTRICAL $2,972.73 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $2,972.73 TECHNOLOGY FEE $ 48.64 TECHNOLOGY FEE R000.322.900.04.00 0.00 $148.64 EL19-0270 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,808.66 ELECTRICAL $1,722.53 PERMIT FEE MULTI-FAM/COMM R000.322.101,00.00 0.00 $1,722.53 TECHNOLOGY FEE $86.13 TECHNOLOGY FEE R000.322,900.04.00 0.00 $86.13 EL19-0287 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,131.57 ELECTRICAL 51,077.69 PERMIT FEE MULTI-FAM/COMM R000.322.101.00,00 0.00 51,077.69 TECHNOLOGY FEE $53.88 TECHNOLOGY FEE R000.322.900.04.00 0.00 $53.88 EL19-0310 Address: 1227 ANDOVER PARK E Apn: 3 2 049072 $291.08 ELECTRICAL $277.22 PERMIT FEE MULTI-FAM/COMM R000,322.101.00,00 0.00 $277.22 TECHNOLOGY FEE $13.86 TECHNOLOGY FEE R000.322.900.04.00 0.00 $13.86 M19-0048 Address: 1227 ANDOVER PARK E Apn 3523049072 $643.84 MECHANICAL $613.18 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0,00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $580.03 TECHNOLOGY FEE $30.66 TECHNOLOGY FEE R000,322.900.04.00 0.00 $30.66 M19-0049 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,394.27 MECHANICAL $1,327.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $1,294.73 TECHNOLOGY FEE $66.39 TECHNOLOGY FEE R000.322.900,04.00 0.00 $66.39 Date Paid: Wednesday, April 17, 2019 Paid By: SHASTA BEVERAGES Pay Method: CHECK 596962 Printed: Wednesday, April 17, 2019 10:33 AM 2 of 3 CPRISYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $19,038.05 M19-0052 Address: 1227 ANDOVER PARK E Apn: 3523049072 $791.37 MECHANICAL $753.69 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $720.54 TECHNOLOGY FEE $37.68 TECHNOLOGY FEE R000.322.900.04.00 0.00 $37.68 M19-0057 Address: 1227 ANDOVER PARK E Apn: 3523049072 $590.03 MECHANICAL $561.93 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $528.78 TECHNOLOGY FEE $28.10 TECHNOLOGY FEE R000.322.900.04.00 0.00 $28.10 PG19-0049 Address: 1227 ANDOVER PARK E Apn: 3523049072 $344.40 PLUMBING $328.00 PERMIT FEE R000.322.100.00.00 0.00 $293.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $16.40 TECHNOLOGY FEE R000.322.900.04.00 0.00 $16.40 PG19-0052 Address: 1227 ANDOVER PARK E Apn: 3523049072 $342.30 GAS $103.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 PERMIT FEE R000.322.100.00.00 0.00 $68.00 PLUMBING $223.00 PERMIT FEE R000.322.100.00.00 0.00 $188.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $16.30 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R17421 0.00 $16.30 $19,038.05 Date Paid: Wednesday, April 17, 2019 Paid By: SHASTA BEVERAGES Pay Method: CHECK 596962 Printed: Wednesday, April 17, 2019 10:33 AM 3 of 3 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing MASONRY REPORT Job Number: 19-0191k Report Number: 410172 Permit Number D19-0094 Project: Shasta - Electrical Room Client: Shasta Beverages, Inc. Address: 1227 Andover Park East, Tukwila Inspector & Date: Jerry Graham, 5/14/2020 Masonry Sub or Contractor: Arndt Masonry DESCRIPTION 1 LOCATION IBC Level of Inspection: (Projects located outside Seattle) Level 1 El Level 2 0 Ref. 17-04.5.1/17-04.5.3/17-05.4 IBC (2006, 2009, 2012) SBC Level of Inspection: (Projects located in Seattle) Level 1 (Periodic)0 Level 2 (Continuous) 0 Ref. 17-04.5.1/17-04.5.3 SBC (2006, 2009) CMU walls: 5.1/ G-F.5; F 5/ 5.1-4, 1st 108" Approximate square footage completed on this date: 500 Are anchors in place? (if required) : NA Was reinforcing steel verified? Yes Is reinforcing steel secured in place?: Yes Grade of reinforcing steel: 60 j Manufacturer: Nucor Is high lift grouting approved?: Yes GROUT INFORMATION (ASTM C 1019) Mix no./type: 3445 Grout supplier: Cal Portland Grout preparer: Truck mixed Grout temperature: 61 Grout slump: 8.5" Total yardage: 5 Method of consolidation: Vibrator Grout ingredients & weights: Cement 611#; Sand: 2003#; 3/8": 850#; Water 417# MORTAR INFORMATION (ASTM C 7 0) Mix no./type: S Mortar supplier: Design mix Mortar preparer: Joe Mortar temperature: 58 Mortar ingredients: Bag mixed; Mixed onsite MATERIAL INFORMATION (ASTM C 67/ ASTM C 140) Block/unit supplier: Mutual Materials Block/unit type: N-1 SAMPLE INFORMATION Were any samples made? No If Yes - see attached report OTHER INFORMATION Weather & ambient temperature: Inside, 65 Protection methods: Inside Is this a re -inspection? No If yes - original inspection date: COMMENTS Other ASTMMothods Used: Conforms 1 X 1 Does Not Conform Copies to: Client X Engineer X Owner Contractor X Architect X Building Dept. Others Technical Responsibility: Isaac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-72-07 (Rev 05/13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing MASONRY REPORT Job Number 19-0191k Report Number: 410179 Permit Number: D19-0094 Project: Shasta - Electrical Room Client: Shasta Beverages, Inc. Address: 1227 Andover Park East, Tukwila Inspector & Date: Jerry Graham, 5/18/2020 Masonry Sub or Contractor: Arndt Masonry DESCRIPTION / LOCATION IBC Level of Inspection: (Projects located outside Seattle) Level 1 El Level 2 0 Ref. 17-04.5.1/17-04.5.3/17-05,4 IBC (2006, 2009, 2012) SBC Level of Inspection: (Projects located in Seattle) Level 1 (Periodic) 0 Level 2 (Continuous) 0 Ref. 17-04.5.1/17-04.5.3 SBC (2006, 2009) CMU walls: 5.1/ G-F.5; F 5/ 5.1-4, (top lift) Approximate square footage completed on this date: 500 Are anchors in place? (if required) : Some, * Was reinforcing steel verified? Yes Is reinforcing steel secured in place?: Yes Grade of reinforcing steel: 60 Manufacturer: Nucor Is high lift grouting approved?: Yes GROUT INFORMATION (ASTM C 1019) Mix no./typo: 3445 Grout supplier: Cal Portland Grout preparer: Truck mixed Grout temperature: 64 Grout slump: 8" Total yardage: 5.5 Method of consolidation: Vibrator Grout ingredients & weights: Cement: 611#; Sand: 2003#; 3/8": 850#; Water: 417# MORTAR INFORMATION (ASTM C 780 Mix no./type: S Mortar supplier: Design mix Mortar preparer: Joe Mortar temperature: 56 Mortar ingredients: Bag mixed; Mixed onsite MATERIAL INFORMATION (ASTM C 67/ ASTM C 140) Block/unit supplier: Mutual Materials Block/unit type: N-1 SAMPLE INFORMATION Were any samples made? Yes If Yes - see attached report OTHER INFORMATION Weather & ambient temperature: Inside, 65 Protection methods: Inside Is this a re -inspection? No If yes - original inspection date: COMMENTS * Anchor bolts were properly installed, at top of wall. Anchor Bolts were not installed for wall braces, Contractor intends on installing these later. Structural Engineer must approve this. Other ASTM Methods Used: 1 Conforms X Does t Conform Copies to: Client X Engineer X Owner Contractor X Architect X Building Dept. Others Technical Responsibility: ) Isaac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-72-07 (Rev 05/13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 19-0191k Report Number: 410173 Permit Number: D19-0094 Project: Shasta - Electrical Room Client: Shasta Beverages Inc. Address: 1227 Andover Park East, Tukwila Address: 1227 Andover Park East, Tukwila Inspector: Jerry Graham Date: 5/14/2020 Description / Location / Intended Use CMU walls at: G/5.1 (14' to top of wall); F.5/ 4.1); F.5/4(14' to top of wall) Building Code & Year: IBC 2015 0 Reinforcing Steel • All Thread Bar/Dowel Size & Quantity: #5 (6) Anchor Size & Quantity: Rebar Manufacturer: Nucor Type of Grade: Steel (ASTM): 0 A-36 ❑ F-1554 0 A-307 Rebar Grade: • 40 .4 60 • Other: • 36 • 50 • 75 • Other: Type of Bar: 0 A-615 • A-706 ■ Other: Does Contractor Need to Schedule Reason (if `No): Torque Verification? • Yes ■ No Special Ductile Quality (SDQ): 0 Yes ® No Anchor Length: 60" Hole Depth: 3 Yz" Required Embedment: 3'/" Hole Diameter: 3 " Concrete Thickness: 6" Concrete Strength: Existing Hole Orientation: ® Vertical Down ❑ Upwardly Inclined ® Horizontal Base Material: ® Normal Weight Concrete 0 Lightweight Concrete 0 CMU 0 Brick 0 Composite Deck Hole Cleaning: 0 Compressed Air 0 Hand Pump ■ Vacuum Drill Bit ■ Other: Compressed Air PSI: 100 Drill Bit (ANSI B212.15): Yes Brushed: (E1 Yes 0 No Hole Condition: ❑ Dry 0 Damp 0 Water Saturated 0 Submerged Adhesive Manufacturer/Type: Simpson SET-3G Expiration Date: 9/17/2021 ICC ESR #: 4057 Certified Installer(s): NA Weather: Inside, dry Ambient Temperature: 63 Substrate Temperature: 63 Comments Reference Standard(s) Used: Approved plans: Details: A/201; 11/301 Conforms ►. Does Not Conform • Copies to: Client X Engineer X Owner Contractor X Architect X Building Dept, Others Technical Responsibility: 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 Jr. Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-86-03 (Rev. 08/19) 0 OTTO ROSENAU & ASSOCIATES, INC Job Name: Shasta - Electrical Room Job Number: 19-0191k Report No: 410179 MASONRY REPORT — SAMPLE DATA Sample Description Number of Samples Sample Cubic Required Size Yards f 'm or psi Ambient Truck Temp No. Ticket No. Grouted CMU Prisms (ASTM C1314) 3 8x8x16 5.5 1500 65 8458 2389964 Ungrouted CMU Prisms (ASTM C1314) IIIIIIIIIII. Grouted Clay Prisms (ASTM c1314) 11.1111.11.1.IIIIIIIIIMIIIMIII. Ungrouted Clay Prisms (ASTM C1314) CMU Blocks (ASTM C140) Clay Units/Blocks (ASTM C67) Grout (ASTM C1314) Mortar (ASTM C 780) COMMENTS Date Samples Picked Up By ORA representative: 5/19/2020 Max/Min Temperature (13t 48 hrs.): (excluding paragraph 12.1.4) PRISM INFORMATION (ASTM C1314 Date Constructed: 5/15/2020 Constructed By (Mason): Joe Date Grouted: 5/18/2020 Block/Unit Supplier: Mutual Block/Unit Type: N-1 Compression Test Machine Info ion Diameter of Spherical Seat: 13.0" Required Upper Bearing Plate Thickness: Provided Upper Bearing Plate Thickness: 3.5" Required Lower Bearing Plate Thickness: Provided Lower Bearing Plate Thickness: 5.5" PRISM COMPRESSION TEST RESULTS Avg. Avg. Avg. Gross Max Gross Height/ Corrected Prism Test Age Width Height Length Area Load Strength Thickness Strength No. Date (Days) (in. 1 (in.) (in.) (Ib.) (psi) Ratio C/F (psi) Sampling & Testing Methods Used: ASTM C 140, ASTM C 1314 Avg Compressive Strength of Prisms (psi): (excluding paragraph 5.11) • Height to thickness correction factor from Table 1 of ASTM C 1314 Prism #1 Prism #2 Prism #3 Prism #4 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.: INSP-72-07 (Rev 05113) Prism #5 OTTO ROSENAU & ASSOCIATES, INC. Job Name: Job Number Report No: UNIT COMPRESSION TEST RESULTS Avg. Avg. Avg. Net Max Net Height/ Corrected Unit Test Width Height Length Area Load Strength Thickness Strength No. Date (in.) (in.) (in2) (Ib.) (Psi) Ratio C/F (psi) ASTM C 140, ASTM C 1314 (excluding paragraph 5.11) Avg Compressive Strength of Units (psi): * Height to thickness correction factor from Table 1 of ASTM C 1314 GROUT AND MORTAR COMPRESSION TEST RESULTS Specimen Test Age Size Area Max Load Strength No./Type Date (Days) (SQ.In.) Weight (Ib.) (Psi) Avg. Compressive Strength of Grout Specimens (psi): Tested in general accordance with ASTM C 39 ASTM C109 ASTM C 617 ASTM C 1019 ASTM C 1314 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: INSP-72-06 (Rev 02/11) OTTO ROSENAU & ASSOCIATES, INC MASONRY REPORT Job Number: 19-0191k Report Number: 410179 Permit Number: D1 -0094 Project: Shasta-Elec. RM Client: Address: Inspector & Date: J. Graham, 5-18-20 Masonry Sub or Contractor: Arndt Masonry DESCRIPTION / LOCATION IBC Level of Inspection: (Projects located outside Seattle) Ref. SBC Level of Inspection: (Projects located in Seattle) Level 1 (Periodic) 0 Level 2 (Continuous) 0 Ref. 17-04.5.1/17-04.5.3 SBC 2006, 2012 Level 1 I4 Level 2 0 17-04.5.1/17-04.5.3/17-05.4 IBC 2006, 2009, 2012 CMU walls: 5.1/ G-F.5; F.5/ 5.1-4, (top Lift) Approximate square footage completed on this date: 500 Are anchors in place? (if required) : Some, * Was reinforcing steel verified? Yes Is reinforcing steel secured in place?: Yes Grade of reinforcing steel: 60 Manufacturer: Nucor Is high lift grouting approved?: Yes GROUT INFORMATION (ASTM C 1019) Mix no./type: 3445 Grout supplier: Cal Portland Grout preparer: Truck mixed Grout temperature: 64 Grout slump: 8 " Total yardage: 5.5 Method of consolidation: Vibrator Grout ingredients & weights: Cern: 611#; Sand: 2003#; 3/8": 850#; Water: 417# MORTAR INFORMATION (ASTM C 780 Mix no./type: S Mortar supplier: Design Mix j Mortar preparer: Joe Mortar temperature: 56 Mortar ingredients: Bag Mix: Mixed onsite MATERIAL INFORMATION (ASTM C 67! ASTM C 140) Block/unit supplier; Mutual Materials Block/unit type: N-1 SAMPLE INFORMATION Were any samples made? Yes If Yes - see attached report OTHER INFORMATION Weather & ambient temperature: Inside, 65 Protection methods: Inside Is this a re -inspection? No If yes - original inspection date: COMMENTS *- Anchor bolts were properly installed, at top of wall. Anchor Bolts weren't installed for wall braces, Contractor intends on installing these later. Structural Engineer must approve this. Inspected by: J. Graham Start Time: Finish Time: Reviewed by: 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 2 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.: INSP-72-06 LT (Rev 05/13) OTTO ROSENA U & ASSOCIA TES, INC MASONRY REPORT (PAGE 2) Job Number: 19-1019k Corresponding Report Number: 410179 Permit Number D19-0094 Project: Shasta -Elect, Room Client: Address: Inspector & Date: J. Graham/ 5-18-20 Masonry Sub or Contractor: Arndt PRISM INFORMATION (ASTM C1314) Date Constructed: 5-15-20 Constructed By (Mason): Joe Date Grouted: 5-18-20 Block/Unit Supplier: Mutual Mtls Block/Unit Type: N-1 Sample Description Number of Samples Sample Cubic Size Yards Required f 'n, or psi Ambient Truck Temp No. Ticket No. Grouted CMU Prisms (ASTM C1314) 3 8x8x16 5.5 1500 65 8458 2389964 Ungrouted CMU Prisms (ASTM C1314) Grouted Clay Prisms (ASTM c1314) Ungrouted Clay Prisms (ASTM C1314) CMU Blocks (ASTM C140) Clay Units/Blocks (ASTM C67) Grout (ASTM C1314) Mortar (ASTM C 760) COMMENTS Inspected by: J. Graham Reviewed by: Start Time: Finish Time: 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 perrnission from our firm is strictly prohibited. Page 2 of 2 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.: /NSP-72-06a LT (Rev 05/13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR ADHESIVE INSPECTION FIELD REPORT Job Number: 19-0191k Report Number: 410173 Permit Number: D19-0094 Project: Shasta -Electrical Rm Client: Address: Address: Inspector: J. Graham Date: 5-14-20 Description Location / Intended Use CMU walls @: G/5.1 (14' to top of wall); F.5/ 4.1); F.5/4(14' to top of wall) Building Code & Year: IBC 2015 0 All Thread Reinforcing Steel Bar/Dowel Sizo & Quan i : #5-6 Anchor Size & Quantity: Rebar Manufacturer: Nucor Type of Steel (ASTM): 0 A-36 0 F-1554 0 A-307 Grade: 0 36 0 50 0 75 El Other: Rebar Grade: 0 40 60 Cl Other: Type of Bar: El A-615 0 A-706 0 Other: Does Contractor Need to Schedule Torque Verification? 0 Yes 0 No _ Reason (if 'No): Special Ductile Quality (SDQ): 0 Yes ZI No Anchor Length: 60" Hole Depth: 3 Y2" Required Embedment: 3 1/2" Hole Diameter: 3/4" Concrete Thickness: 6" Concrete Strength: Existing Hole Orientation: 0 Vertical Down • Upwardly Inclined 0 Horizontal Base Material: 121 Normal Weight Concrete 0 Lightweight Concrete 0 CMU 0 Brick 0 Composite Deck Hole Cleaning: 4 Compressed Air 0 Hand Pump 0 Vacuum Drill Bit 0 Other: Compressed Air PSI: 100 Drill Bit (ANSI B212.15): Yes Brushed: Yes 0 No Hole Condition: lEI Dry 0 Damp 0 Water Saturated 0 Submerged Adhesive Manufacturer/Type: Simpson SET 3G Expiration Date: 9-17-21 ICC ESR #: 4057 Certified Installer(s): N/A Weather: Inside, Dry Ambient Temperature: 63 Substrate Temperature: 63 Comments Reference Standard(s) Used: Approved plans: Details: A/201; 11/301 Conforms (3 Does Not Conform ' 0 Start Time: Finish Time: Is this a re -inspection? 0 Yes El No Original inspection date: Inspected by: J. Graham Reviewed by: 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 Jr. Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: INSP-86-03 LT (Rev 08/19) OTTO ROSENAU & ASSOCIATES, INC MASONRY REPORT Job Number: 19-0191k Report Number: 410172 Permit Number: D19-0094 Project: Shasta-Elec. RM Client: Address: Inspector & Date: J. Graham, 5-14-20 Masonry Sub or Contractor: Arndt Masonry DESCRIPTION / LOCATION IBC Level of Inspection: (Projects located outside Seattle) Level 1 el Level 2 0 Ref, 17-04.5.1/17-04.5.3/17-05.4 IBC 2006, 2009, 2012 SBC Level of Inspection: (Projects located in Seattle) Level 1 (Periodic) 0 Level 2 (Continuous) 0 Ref, 17-04.5.1/17-04.5.3 SBC 2006, 2012 CMU walls: 5.1/ G-F.5; F.5/ 5.1-4, 1st 10'8" Approximate square footage completed on this date: 500 Are anchors in place? (if required) : N/A Was reinforcing steel verified? Yes Is reinforcing steel secured in place?: Yes Grade of reinforcing steel: 60 Manufacturer: Nucor Is high lift grouting approved?: Yes GROUT INFORMATION (ASTM C 1019) Mix no./type: 3445 Grout supplier: Cal Portland Grout preparer: Truck mixed Grout temperature: 61 Grout slump: 8 1/2" Total yardage: 5 Method of consolidation: Vibrator Grout ingredients & weights: Cem: 611#; Sand: 2003#; 3/8": 850#; Water: 417# MORTAR INFORMATION (ASTM C 780 Mix no./type: S Mortar supplier: Design Mix 1 Mortar preparer: Joe Mortar temperature: 58 Mortar ingredients: Bag Mix: Mixed onsite MATERIAL INFORMATION (ASTM C 67/ ASTM C 140) Block/unit supplier: Mutual Materials Block/unit type: N-1 SAMPLE INFORMATION Were any samples made? No If Yes - see attached report OTHER INFORMATION Weather & ambient temperature: Inside, 65 Protection methods: Inside Is this a re -inspection? No If yes - original inspection date: COMMENTS Other ASTM Methods Used: Conforms Does Not Conform Inspected by: Start Time: J. Graham Finish Time: Reviewed by: 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.: INSP-72-06 LT (Rev 05/13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 19-0191k Report Number: 410165 Permit Number: D19-0094 Project: Shasta - Electrical Room Client: Shasta Beverages Inc. Address: 1227 Andover Park East, Tukwila Address: 1227 Andover Park East, Tukwila Inspector: Jerry Graham Date: 5/05/2020 Description / Location / Intended Use CMU walls at: G/5.1 (Floor to 14' above floor; F.5/ 4.1 (Doorway to 14' above Floor) Building Code & Year: IBC 2015 0 All Thread P Reinforcing Steel Bar/Dowel Size & Quantity: #5 (17) Anchor Size & Quantity: Rebar Manufacturer: Nucor Type of Grade: Steel (ASTM): ■ A-36 • F-1554 • A-307 Rebar Grade: • 40 0 60 • Other: ■ 36 • 50 • 75 ■ Other: Type of Bar: 0 A-615 • A-706 • Other: Does Contractor Need to Schedule Reason (if 'NO: Torque Verification? 0 Yes ■ No Special Ductile Quality (SDQ): 0 Yes k 4 No Anchor Length: 60" Hole Depth: 3'/2" Required Embedment: 3 %2" Hole Diameter: '/<" Concrete Thickness: 6" Concrete Strength: Exisitng Hole Orientation: 0 Vertical Down • Upwardly Inclined ® Horizontal Base Material: ® Normal Weight Concrete 0 Lightweight Concrete 0 CMU ❑ Brick 0 Composite Deck Hole Cleaning: 0 Compressed Air • Hand Pump • Vacuum Drill Bit ■ Other: Compressed Air PSI: 100 Drill Bit (ANSI B212.15): Yes Brushed; ® Yes • No Hole Condition: 0 Dry • Damp • Water Saturated 0 Submerged Adhesive Manufacturer/Type: Simpson SET-3G Expiration Date: 9/17/2021 ICC ESR #: 4057 Certified Installer(s): NA Weather: Inside, dry Ambient Temperature: 63 Substrate Temperature: 63 Comments Reference Standard(s) Used: Approved plans: Details: A/201; 11/301 Conforms 0 Does Not Conform • Copies to: Client X Engineer X Owner Contractor X Architect X Building Dept. Others Technical Responsibility: 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 Jr. Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADM/N-86-03 (Rev. 08/19) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR ADHESIVE INSPECTION FIELD REPORT Job Number: 19-0191k Report Number: 410165 Permit Number: D19-0094 Project: Shasta -Electrical Rm Client: Address: Address: Inspector: J. Graham Date: 5-5-20 Description / Location / Intended Use CMU walls @: G/5.1 (Floor to 14' above floor; F.5/ 4.1 (Doorway to 14' above Floor) Building Code & Year: IBC 2015 0 Reinforcing Steel • All Thread Bar/Dowel Size & Quantity: #5- 17 Anchor Size & Quantity: Rebar Manufacturer: Nucor Type of Grade: Steel (ASTM): 0 A-36 0 F-1554 0 A-307 Rebar Grade: ■ 40 0 60 • Other: • 36 • 50 • 75 • Other. Type of Bar: 0 A-615 • A-706 ■ Other: Does Contractor Need to Schedule Reason (if 'No): Torque Verification? • Yes • No Special Ductile Quality (SDQ): • Yes ® No Anchor Length: 60" Hole Depth: 31/2" Required Embedment: 3'/2" Hole Diameter: '/," Concrete Thickness: 6" Concrete Strength: Existing Hole Orientation: ►l Vertical Down • Upwardly Inclined 0 Horizontal Base Material: ® Normal Weight Concrete 0 Lightweight Concrete 0 CMU ❑ Brick 0 Composite Deck Hole Cleaning: ® Compressed Air 0 Hand Pump 0 Vacuum Drill Bit ❑ Other: Compressed Air PSI: 100 Drill Bit (ANSI B212.15): Yes Brushed: 0 Yes • No Hole Condition: 0 Dry ■ Damp • Water Saturated • Submerged Adhesive Manufacturer/Type: Simpson SET 3G Expiration Date: 9-17-21 ICC ESR #: 4057 Certified Instalier(s): N/A Weather: Inside, Dry Ambient Temperature: 63 Substrate Temperature: 63 Comments Reference Standard(s) Used: Approved plans: Details: A/201; 11/301 Conforms ® Does Not Conform 0 Start Time: Finish Time: Inspected by: J. Graham Is this a re -inspection? 0 Yes ® No Original inspection date: Reviewed by: 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 Jr. Way S., Seattle, Washington 98118'— Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: /NSP-86-03 LT (Rev 08/19) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 19-0191k CONCRETE REPORT Report Number: RC405010 Permit Number: D19-0094 Project: Shasta - Electrical Room Address: 1227 Andover Park East, Tukwila Inspector(s): Jerry Graham Description/Location: Slab infill and footings. Client: Shasta Beverages Inc. Address: 1227 Andover Park East. Tukwila Date: 02/24/2020 Reber Verified: Yes 2/20/2020 Mebratu Gebrehiwot (Grade 60) Mfg: Nucor Placement Data Design ❑ Actual 0 Batch Weights/Cubic Yard Supplier: Miles Cement (lbs/type): 562.5# Type: I/fI Mix Number: 0360050 Fine Agg. (lbs): 1622.7# Slump Spec: 4"-6" Coarse Agg. (lbs/size): 1518.5# Pea Gravel Slag (Ibs): W/C Ratio Spec: 0.55 Coarse Agg. (lbs/size): Air Spec: n/a Coarse Agg. (lbs/size): Total Yards: 8 Fly Ash (lbs): Placed Via: Wheelbarrow Water (Ibs or gal): 299.3# Consolidated: Yes Admixtures (specify): Required Strength: 3000 psi @ 28 days Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 8:17 am 8.00 10 gal. 5" n/a 63°F 62°F 1151 231773 Weather: Inside Slump Range: 5" Air % Range: Date Samples Picked Up: 2/25/2020 Initial Curing Method: ASTM C31, ExdudeC31-12,1.5 Initial Curing Temp: ASTM C31, ExcludeC31-10.1,2 Comments REINFORCING/PLACEMENT: Conforms: fj Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 03/02/2020 7 4 x 8 12.5 8.5 55,330 4430 2 03/23/2020 28 4 x 8 12.5 8.5 73,460 5880 3 03/23/2020 ' 28 4 x 8 12.5 8.5 74,220 4 03/23/2020 28 4 x 8 12.5 8.5 73,240 58 `= Discarded Tested in general accordance to: ASTMC39 ❑Q ASTMC617 ❑ ASTMC1231 ❑ Copies to: ❑ Client j Engineer 0 Batch Plant © Owner 0 Contractor ❑ Others El Architect Q Building Dept Technical Responsibility: 5940 5 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. 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-62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction inspection & Materials Testing PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 19-0191k " Report Number: 409627 Permit Number: D19-0094 itkit2b,VAII4114*',. : 4TatigItata'-' '-9-1, kt:osii151:`-',Itaf,;,,tiinPV-tiWILVAIrr%MitiiWai:WIC' ,,.:14 Project: Shasta - Electrical Room Client: Shasta Beverages Inc. Address: 1227 Andover Park East, Tukwila Address: 1227 Andover Park East, Tukwila Inspector: Mebratu Gebrehiwot Date: 2/20/2020 sc.114, RIWItt*"iliacio4AL' The following is inspected and found in conformance: 1 - Epoxy of # 4 reinforcing steel dowels for the CMU wall footing at the new electrical room on F.5 to G line/5 line 2- Epoxy of # 5 reinforcing steel dowels for the CMU wall at the new electrical room on F.4 line/5 line Per the approved plan detail 1/S.20 Building Code & Year: IBC 2015 , ,' ,; .,'‘ eitlm ; - .4.itir- Pi , :: . "i''?w ' • ' 'ti, '' :,; ,-- I . •,-- 4.,;.1-pei,4-4:, Bar/Dowel Size & Quantity: #4 (20), #5 (2) Anchor Size & Quantity: Reber Manufacturer: Nucor Type of Steel (ASTM): El A-36 El F-1554 0 A-307 Grade: 0 36 CI 50 0 75 El Other: Reber Grade: • 40 N 60 0 Other: Type of Bar: k."..4 A-615 0 A-706 El Other: Does Contractor Need to Schedule Torque Verification? 0 Yes 0 No Reason (if Wo): Special Ductile Quality (SDQ): 0 Yes 181 No -'--;--'-;,--i2;:l'',",'::-7:-.' ' -1: ---:: -;i;,; •:''''' -:',;':- ' - ;;.ii;,':,-;'*...i -;;";:t-:;': ; .7.'-r-;':-.---;:-:-';;;C:',':---f.-7;;;','" .--:::''':;';',i'--;;;U-l-,:--Z7-2--1-7-Z'.-n.V1,' l'';';:Z;:':: Anchor Length: 17", 40" Hole Depth: 6-1/4" Required Embedment: 6" Hole Diameter: 5/8" Concrete Thickness: NA Concrete Strength: NA Hole Orientation: Vertical Down El Upwardly Inclined El Horizontal Base Material: Normal Weight Concrete 0 Lightweight Concrete 0 CMU 0 Brick 0 Composite Deck Hole Cleaning: Compressed Air 0 Hand Pump 0 Vacuum Drill Bit El Other: Compressed Air PSI: 100 - 110 Drill Bit (ANSI B212.15): Yes Brushed: P Yes 0 No Hole Condition: 23 Dry 0 Damp 0 Water Saturated 0 Submerged Adhesive Manufacturer/Type: Simpson SET-XP Expiration Date: 5/09/2021 ICC ESR #: 2508 Certified Installer(s): No Weather: Indoor Ambient Temperature: 56 Substrate Temperature: 62 -,-:----_,_--..,,:;:'. J.----.;%.. d',4;,,'' ,,.•,,"?,•:, :,‘ , ; -, "' "`: " _ , ' „ 9MMIl!OfP..1/2:::--.;w;', - '-; -,`' "-''' , : - .E;;V,VAi, Reference Standard(s) Used: Conforms Does Not Conform Ei Copies to: Client X Owner X Architect X Engineer Contractor X Building Dept. Others Technical Responsibility: 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 Jr. Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADM1N-86-03 (Rev. 08/19) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing REINFORCING STEEL INSPECTION REPORT Report Number: 409628 Project: Shasta - Electrical Room Address: 1227 Andover Park East, Tukwila Client: Shasta Beverages, Inc. Permit Number: D19-0094 Job Number 19-0191k Client Address: 1227 Andover Pack East, Tukwila Description Grade: 60 Manufacturer: Nucor Type of Bar: El A-615 ❑ A-706 ❑ N/A DQ Steel: ❑ Yes ® No Inspector and Date Structural Elements / Location / Grid Lines Mebratu Gebrehiwot On site to inspect the reinforcing steel for the CMU wall footing at the new electrical room on F.5 2/20/2020 to G line/5 line. Inspected per the approved plan detail 1/S.200. Conforms Copies to: X Owner Contractor X Architect X Building Dept. Technical Responsibility: X Engineer saac Ruoff, Project Manager Thls 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) 723-2291 Form No.: ADMIN-76-02 (Rev 03/10) U& ASSOCIATES, INC CONCRETE FIELD REPORT Job Number: 19-0191k Report Number: 405810 Permit Number: D1Q-0OQ4 r Project: Rm Client Address: Address: Doba 2'24'20 Inspector. J.Gbrahom Description /Location Slah|nfil!. and footing Routea|VnhOed: You Date/ Checked By: 2'20-20KK8.Qebnohu Grade: GO Manufacturer: Nucor Placement Data Batch Weights: NN Design Actual Supplier: Miles Cemont(|bo8ype): 562.5/1'11 Mix Number: 0360050 Fine Agg.(lbs): 1622.7 Slump Spec: 4^'8^ Coarse Agg.(|bu/uizm): 1518.5/PG W/CRatio Spec: 0.55 Coarse Agg.<|bs/uize: ' Air Spec: - Slag Cement (|bs): - Total Yards: 8 Fly Ash (lbs): - Placed Via: Wheelbarrow Water Ubocxgo0: 2903# Consolidated: 0Yee []No Admixtures (specify)-. ' Required Strength (pni): 3000 Sampling and Testing Data (AmTMcx72,nx) Total #ofSamples Cast: 4 Total #ofField Cures: ' CuhngMethod/Lucation: ' Coot Samples Special Break Days Size Time Made Cubic Yards Water Added to Load :1*o Slump uum AirY6 Test o1064 Conc. Tamp Ambient Tamp Truck No. Ticket No. 1-4 - 48 8:17 O 10ga|m 5' 83 . 62 1151 231773 ' Weather: Inside. Dry Slump Range: 5' Air 96Range: ' Comments Other ASTM Method(s) Used: Conforms x Does Not Conform Start Time: Finish Time: Inspected by: l8raham Is this are-inspmction? []Yem 0No Original inspection date: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosonau&Associates, Inc. Reproduction ofthis report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747m.L. King Way S,Seattle, Washington VV11V—Phone (2V6)7o5-4600m1'no8-VTTV-4-US—Fax (2wW7o3-2uo1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing REINFORCING STEEL INSPECTION REPORT Report Number: 409628 Project: Shasta — Electrical Room Address: 1227 Andover Park East, Tukwila Client: Shasta Beverages, Inc. Permit Number: D19-0094 Job Number: 19-0191k Client Address: 1227 Andover Pack East, Tukwila Description Grade: 60 Inspec and Date nu c urer: Nucor Structural Elements / Location / Grid Lines Mebratu Gebrehiwot 2/20/2020 On site to inspect the reinforcing steel for the CMU wall footing at the new electrical room on F.5 to G line/5 line. Inspected per the approved plan detail 1/S.200. Conforms Copies to: X Owner Contractor X Architect X Building Dept. Technical Responsibility: X Engineer 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 1-868-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-76-02 (Rev 03/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR ADHESIVE INSPECTION FIELD REPORT Job Number: 19-0191k Report Number: 397271 Permit Number: D19-0094 Project: Shasta Beverage - Electrical Room Client: Address: 1227 Andover Park E, Tukwila Address: Inspector: Gary Byrne Date: 08.07.2019 Description/Location: New footing and slab, tie-in to existing at grid F.5/4-5.1 Intended Use: Tie in to existing Building Code & Year: IBC 2015 El Reinforcing Steel 0 All Thread Bar/Dowel Size & Quantity: #5 (6), #4 (35) Anchor Size & Quantity: Rebar Manufacturer: Nucor, Cascade Type of Steel (ASTM): 0 A-36 0 F-1554 0 A-307 Grade: El 36 0 50 0 75 E3 Other: Rebar Grade: 0 40 El 60 0 Other: A-775 0 Other: Type of Bar: g. A-615 0 A-706 0 Special Ductile Quality (SDQ): 0 Yes No Anchor Length: 72", 18"x10" hooks Hole Depth: 12", 6" Required Embedment: 12, 6" Hole Diameter: 3/4", 5/8" Concrete Thickness: Existing, 6" Concrete Strength: existing Hole Orientation: 0 Vertical Down 0 Vertical Up El Horizontal El Light Weight Concrete 0 CMU 0 Brick 0 Composite Deck Base Material: Normal Weight Concrete Hand Pump 0 Other: Compressed Air PSI: 100 Hole Cleaning: i4 Compressed Air 0 Hole Condition: El Dry 0 Damp 0 Water Saturated 0 Submerged Brushed: Yes 0 No Drill Bit (ANSI B212.15): E Yes 0 No Approved Diamond Cored Hole: 0 Yes Z No Adhesive Manufacturer/Type: Simpson SET-XP Expiration Date: 12/17/2019 ICC ESR #: 2508 Weather: indoors Ambient Temperature: 75 Substrate Temperature: 70 Reference Standard(s) Used: Start Time: 1300 Finish Time: 1400 41/ Inspected by: Comments Conforms X Does Not Conform Is this a re -inspection? El Yes No Original inspection date: Reviewed by: 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.: INSP-86-02 LT (Rev 05/13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 19-0191k ' Report Number: 409627 Permit Number: D19-0094 "-Vai:5M4PrilVia.0%1014 Av . :.Mgt'n*A-la:2:fikl,-W--t,-;.,tV44ttitl=,t_kV::'iritaigifAttMtifM. W-ItIV„ 1V-41 Project: Shasta - Electrical Room Client: Shasta Beverages Inc. Address: 1227 Andover Park East, Tukwila Address: 1227 Andover Park East, Tukwila Inspector: Mebratu Gebrehiwot Date: 2/20/2020 -'Tnt4' ' l'"Af''`AWk6'Z'"It .'-, ',44tr-T":-%- v CX: ',- • : -''''''-:4il,r.:;1-07.isc' gain '' ! ribriii0151#10, - - - ,',. ' , Va5.11.t.i.:- -g .;i•-gP7 •,- : i',A443-it The following is inspected and found in conformance: 1 - Epoxy of # 4 reinforcing steel dowels for the CMU wall footing at the new electrical' room on F.5 to G line/5 line 2 - Epoxy of # 5 reinforcing steel dowels for the CMU wall at the new electrical room on F.4 line/5 line Per the approved plan detail 1/S.20 Building Code & Year: IBC 2015 ' , Reinforcing *,m%4 ; ,ggy, „1a'" , , - t'4' '',.• .4 , ' Bar/Dowel Size & Quantity: #4 (20), #5 (2) Anchor Size & Quantity: Rebar Manufacturer: Nucor Type of Steel (ASTM): 0 A-36 0 F-1554 0 A-307 Grade: • 36 El 50 • 75 El Other: Rebar Grade: • 40 °,..4 60 0 Other: Type of Bar: 0 A-615 • A-706 • Other: Does Contractor Need to Schedule Reason (if `No9: Torque Verification? • Yes • No Special Ductile Quality (SDQ): III Yes e No Anchor Length: 17", 40" Hole Depth: 6-1/4" Required Embedment: 6" Hole Diameter: 5/8" Concrete Thickness: NA Concrete Strength: NA Hole Orientation: IN Vertical Down El Upwardly Inclined Horizontal Base Material: e Normal Weight Concrete • Lightweight Concrete • CMU 0 Brick • Composite Deck Hole Cleaning: F3 Compressed Air • Hand Pump • Vacuum Drill Bit • Other: Compressed Air PSI: 100 - 110 Drill Bit (ANSI B212.15): Yes Brushed: C.4 Yes • No Hole Condition: 0:I Dry • Damp • Water Saturated • Submerged Adhesive Manufacturer/Type: Simpson SET-XP Expiration Date: 5/09/2021 ICC ESR #: 2508 Certified Installer(s): No Weather: Indoor Ambient Temperature: 56 Substrate Temperature: 62 ' " - •:,. ' ;-!---.ommen-' • ;' -:'; '' -. ' - ' ''''-'--: ''': ''',' •-',';'::,-'4--::-n:Ir :lel ,' ,,-,_-'4',,.=-:1-:2':--•_, .` '' ,, ,' , • , Reference Standard(s) Used: Conforms C:4 Does Not Conform III Copies to: Client X Engineer X Owner Contractor X Architect X Building Dept. Others Technical Responsibility: 'Ar>t Isaac Ruoff, roject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M. L. King Jr. Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form Na: ADMIN-86-03 (Rev. 08/19) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing GEOTECHNICAL INSPECTION REPORT Report Number: 369919 Description: Soil Bearing Verification Project: Shasta - Electrical Room Permit Number: D19-0094 Address: 1227 Andover Park East, Tukwila Job Number: 19-0191k Client: Shasta Beverages Inc. Client Address: 1227 Andover Park East, Tukwila Inspector and Date Remarks David Hurum, LG 2/17/2020 Copies to: X Owner X Architect X Engineer Onsite this date to provide soil bearing verification for glycol interior footing pads. The subgrade was probed with a 1/2-inch T-probe and was firm and unyielding with less than 1-inch penetration. Based on our observations and surficial penetration tests, the subgrade is suitable for the required 3,500 pounds per square foot, live load and dead load, wind and seismic. Contractor X Building Dept. Technical Responsibility: Isaac uoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-0 I I 0-4-US - Fax (206) 723-2221 Form No.: ADMIN-100-01 (Rev 01/05) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 19-0191k Report Number: RC405010 Project: Shasta - Electrical Room Address: 1227 Andover Park East, Tukwila Inspector(s): Jerry Graham Description/Location: Slab infill and footings. Permit Number: D19-0094 Client: Shasta Beverages Inc. Address: 1227 Andover Park East, Tukwila Date: 02/24/2020 Reber Verified: Yes 2/20/2020 Mebratu Gebrehiwot (Grade 60) Mfg: Nucor Placeinent bats Supplier: Miles Mix Number: 0360050 Slump Spec: 4"-6" W/C Ratio Spec: 0.55 Air Spec: n/a Total Yards: 8 Placed Via: Wheelbarrow Consolidated: Yes Required Strength: 3000 psi t 28 days Sampling and Testing Data . Time - , Cubic ASTM-C172,C 31 Made - Yards Cast Samples: 1-4 8:17 am 8.00 Design Cement (Ibs/type): Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. (lbs/size): Coarse Agg. (Ibs/size): FIy Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Actual E-1 - Batch Weights/Cubic Yard 562.5# Type: I/II 1622.7# 1518.5# Pea Gravel Slag (lbs): 299.3# Water Slump. Air % Conc.Temp Ambient Truck Ticket Added C 143 C 231 C 1064 Temp No No 10 gal. 5" n/a 63°F 62°F 1151 231773 Weather: Inside Slump Range: 5" Air % Range: Date Samples Picked tip: 2/25/2020 Initial Curing Method: ASTM C31, Exch.lde C31-12.1 5 Initial Curing Temp: ASTM C3I, Exclude C31-10.1.2 REINFORCING/PLACEMENT: Conforms: P Does Not Conform: 0 COMPRESSIVE TEST RESULTS Specimen Test Field Age .Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 03/02/2020 7 4x 8 12.5 8.5 55,330 4430 5 = Discarded Tested in general accordance to: ASTMC39 RI ASTMC617 0 ASTMC1231 0 Copies to: El Client E0 Engineer Batch Plant 0 Owner 0 Contractor El Others [id Architect Building Dept Technical Responsibility: 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. 0747 M.L. King Way S., Seattle, Washington 98118 - Phone (200) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 Permit Inspections City of Tukwila Permit Number: D19-0094 Applied: 3/29/2019 Approved: 5/31/2019 Issued: 6/3/2019 Finaled: 3/8/2021 Status: FINALED Parent Permit: Parent Project: Details: Description: SHASTA BEVERAGES, INC - ELECTRICAL ROOM Site Address: 1227 ANDOVER PARK E City, State Zip Code:TUKWILA, WA 98188 Applicant: SHASTA BEVERAGES, INC - ELECTRICAL ROOM Owner: NATIONAL BEVERAGE CORP Contractor: AFFIDAVIT - NICHOLAS HEATON CONSTRUCT CMU WALLS TO ENCLOSE THE EKLECTRICAL INTERIOR SERVICE WITH OPEN CEILING AND IN -FILL TWO EXISTING OVERHEAD DOORS. 111,1(911 NSPE TIO S SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS FOOTING Bill Centen Notes: WALL SHEATHING_SHEAR Bill Centen Notes: FRAMING Bill Center) Notes: SI-CAST-IN-PLACE Bill Centen Notes: SI-CONCRETE CONST Bill Centen Notes: SI-MASONRY BilI Centen Notes: 8/8/2019 8/8/2019 SI-CAST-IN-PLACE Lee Sipe NOT APPROVED Notes: Not ready 8/8/2019 8/8/2019 SI-CONCRETE CONST Lee Sipe NOT APPROVED Notes: Not ready Printed: Wednesday, 06 October, 2021 1 of 2 rk SUPERION ��������s���������� ^ `~^^^^^~ InspectionsCity of Tukwila 8/8/2o19 S|*&4s0N8Y Lee Sipe NOT APPROVED Notes: Not ready 8/8/2019 mw 8/8/2019 FOOTING Lee Sipe PARTIAL AppnovwL 51194 Notes: P/A 0K'North wall foundation only, with reinforcing, OK- 3.|.North wall foundation only epoxy inplace dowels. 2/21/2020 Am 2/21/2020 FOOTING LeeLee Sipe xPpRovxL wz Notes: Partial footing Grid E@Gless S'toexterior wall. Show jog around equipment onapproved plans. Need Special Inspection report. s/u/ nzo s/u xnan pn^m/wa Lee Sipe NOT APPROVED Notes: woplans o,permit available. a/n/auzo 6/9/2020 WALL sxsATV|ma_s*cAx Lee Sipe NOT APPROVED Notes: wnplans o,permit available. z/u/aozz 2/8/2021 FIRE ALARM AAnowJo*msow AP,novso mo^,,: Fire Alarm approved under separate permit. z/V/ ozz I/x/ uzz SPRINKLER COVER AAmJmJO*w6Ow xppnOvEn Notes: Sprinkler approved. 2/8/20z 2/8/ 0uz SPRINKLERS xAnomJoxmsom »ppxovso Notes: Sprinkler approved, no sprinkler work performed under the scope of this permit. o/u/zozz 2/8/021 FIRE FINAL AxnowJo*wsow Appxovsn wmcs Final approved for Electrical room. a/a/ ozz pm 3/8/ oz1 au|LmwsnwAL~^ Lee Sipe Appnovso 470-589*132 Neil Johnson Envelope Summary ENV -SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Jun 2016 Project Info Compliance forms o'o not uire a password to use. Instructional and calculating cells are write -protected. Project Title: ./. 0 , . A Or :, es, • • _ Date() i j q - -- - - Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Depktment Use .- --- - •"" . , .c.,,, ,c . , .1 ---., , - - . . . _„ Company Name: Company Address: or 1 r4, Applicant Name: Fir 1 Al° Applicant Phone ' i , , dr 33 get4. Applicant Email:, 15thie efiwideetitlifttlik Project Description El New Building El Addition CK Alteration Occupancy Type Selection required to enable farms. 0 All Commercial 0 Group R - All R1 and R2, R3, R4 over 3 stories 0 Envelope Compliance Path Selection required to enable forms. 0 prescriptive 0 Component Performance 14) Ca-atitiqe Component Performance Calculation Type Selection required to enable ENV-UA and ENV-SHGC forms. 0 Standard 0 Change of Occupancy/Conditioning 0 El Additional Efficiency Package Option - C406.8 Enhanced Envelope To comply, demonstrate building thermal envelope performance is 15% lower than the Target UA. Air Barrier Testing Air barrier testing per Section C402.5.1.2 0 Air barrier testing not required Included in project scope 0 Additional Efficiency Package Option - C406.9 Reduced Air Infiltration To comply, dernonstnate that measured air leakage of building envelope does pot exceed 0.25 cfnv'ft2 (air barrier surface area) under test pressure of 0.3 inch w.g. Vertical Fenestration and Skylight Area Calculation Prescriptive Path - Enter values for vertical fenestration, skylights, gross walls and roof on this ENV -SUM worksheet. Component Performance - Enter values in ENV-UA and/or ENV-UA-GROUP-R worksheet. These values auto -fill from ENV-UA and are write -protected on ENV- Total Vertical Gross Exterior Fenestration Above Grade % Vertical (rough opening) divided by Wall Area times 100 equals Fenestration X 100 = .: ri c r ÷ Gross Exterior Roof , Total S ' :LiAlli9L y Area times 100 equals % Skylight . e OVED ÷1 REcEIVED X 100 = Fenestration Area Compliance vEttitat? 1 2019 Fortes on Area ApR 0 2 2019 IIECElyEat CITY OF 1 LRCM/ A City of Tukwila SUltantS1 LLC lAbBiltic3o1DIVISION BHC C°" MAR 2 9 2019 Vertical Fenestration Alternates 0 High performance fenestration U-factors and SHGC per C402.4.1PERMIT CENTE 0 Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone areas and ft2 on project plans. For Daylight Zone Area Calculations - Ia) Sidelight areas include primary + secondary daylght zone areas. b) Include overlapping toplight and j sidelight daylight zone areas under 1 Tnnlinht 0 In buildings a 3 stories, 25% or more of NET floor area is in daylight zones per C402.4.1.1 0 In buildings < 3 stories, 50% or more of CONDITIONED floor area is within daylight zones per C402.4.1.1 Daylight Zone Calculations Daylight Zone Fenestration Altemate Sidelight Daylight Toplight Daylight Percent Daylight Not Selected. No Calculations Required Zone Area Zone Area Zone Area c) Refer to Chapter 2 for net floor area Spaces in Single Story Building Requiring Skylights Code requires a minimum of 50% of the floo area to be within a skylight daylight zone for soecific soace tvoes. Refer to C402,4.2 for List all enclosed spaces that exceed 2,500 ft2, have ceiling height greater than 15 ft, and are space types required to comply with this provision. • instrAirAil • Exception Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and at R1 Revised Auoust 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write- protected. ProjectTitie:sjf, V$ j Date - Applicant In ' formation. Pro conactinformation for individual who can respond to inquiries about compliance info,mation provided. For BuildingDep merit Use Company Na e: Companyd -. ApplicantName: Apphcant Phone: *3 -19 Applicant E il: e Project Description 0 New Building 0 Addition EAfteration 0 Plans Included nclude PROJ-SUM fonn included in envelope foims workbook) with lighting complliance fomrs. Building Additions Refer to Section C502.2.6 for additional requirements. Compftance Method Interior lighting Extenor Iighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project 0 0 Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance CI CI Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. For exterior fighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG-EXT tom. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope ofLess the retrofit project. if project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 5096 or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the hvo retrofit conditions. Spaces undergoing the same type of letrufit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. No changes are being made to the interior or exterior fighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced 0 0 0 than 50% of existing are replaced 0 0 0 Lamp and/or ballast replacement only — existing total wattage not increased 0 0 0 50% or mom - T lightingpower of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5. . Include new + existing -to -remain fixtures in Proposed Lighting Wattage table In LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG-INT-BLD. LTG-INT-SPACE or LTG-EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterlor lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) 0 0 0 New or moved lighting panel 0 0 El Interior space is reconfigured - luminaires unchanged or relocated only 0 New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1„ daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Change of Space Use 0 Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-IIVT-BLD or LTG4NT-SPACE form. riic PLUMP ENGiNENGINEERING INC. STRUCTURAL CALCULATIONS 9 sr Client: Project: Shasta Beverages Inc. — Electrical Room Location: 1227 Andover Park East, Tukwila, WA 98188 Building Code: 2015 IBC Plump File No: S.1902097 By: O.J. Date: March 8, 2019 Revisions: Plan Check Corrections — 04/22/2019 These calculations not valid unless signed and sealed in space above. CO1 LANGE APPROVED MAY 31 2019 City of Tukwila BUILDING DIVISION 914 E. Katella Avenue, Anaheim, CA 92805 (714) 385-1835 Fax (714) 385-1834 Plump Engineering, Inc. 914 E. KateIla Avenue Anaheim, CA 92805 Phone: (714) 385-1835 PLUMP EPOIX11111110 INC. Masonry Slender Wal Lic. # : KW-06001611 Description CMU W Code References Project Title: Shasta Tukwila - Electrical Room Engineer: O.J. Project ID: S.1902097 Project Descr: Printed: 9 MAR 2019, 1:14PM File PAENERC,ALMS.1902097 Electrical Rooreec6 RCALC, INC. 19 18, Build:10,18.8,25 . Licensee PLUMP ENGINEERING INC. Calculations per ACI 530-13, IBC 2015, CBC Load Combinations Used : ASCE 7-10 General Information Construction Type : Grouted Hollow Concrete 2.0 ksi = 60.0 ksi 267.0 psi = 900.0 = 0.009548 140 pcf Medium Weight 78.0 psf F'm Fy - Yield Fr -Rupture Em = fm * Max % of p bal. Grout Density Block Weight Wall Weight Wall is Solid Grouted Wall Dimensions A Clear Height B Parapet height Wall Support Condition Top & Bottom Pinned Vertical Loads , , • ft 2016, ASCE 7-10 asonry Nom. Wall Thickness Actual Thickness Rebar 'd" distance Lower Level Rebar Bar Size Bar Spacing Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 8 in 7.625 in 3.8125 in 5 16 in Temp Diff across thickness Min Allow Out -of -plane Defl Ratio = Minimum Vertical Steel % deg F 0 0.0020 Vertical Uniform Loads . (Applied per foot of Strip Width) Ledger Load Eccentricity 0 in Concentric Load Lateral Loads DL : Dead .04 Lr : Roof Live Lf : Floor Live S : Snow W Wind ktft k/ft Wind Loads : Full area WIND load 5 psf Seismic Loads : Wall Weight Seismic Load Input Method : • *, ASCE seismic factors entered SDS Value per ASCE 12.11.1 Fp = Wall Wt. * 0.3820 = 29 bt:*I 7 .955 798 psf Plump Engineering, Inc. 914 E. Katella Avenue Anaheim, CA 92805 Phone: (714) 385-1835 Project Title: Shasta Tukwila -Electrical Room Engineer: O.J. Project ID: S.1902097 Project Descr: Printed: 9 MAR 2019, 1:14PM Masonry Slender Wall Lic. # : KW-06001611 Description : CMU Wall DESIGN SUMMARY Governing Load Combination , File = P:IENERCALCVS,1902097 Electrical Room.ec6 Software copyright ENERCALC, INC. 1983-2018, Build:10.18.8.25 , Licensee : PLUMP ENGINEERING INC. Results reported for "Strip Width" of 12.0 in Actual Values ... Allowable Values , , , PASS Moment Capacity Check +0.90D+E+0.90H PASS Service Deflection Check E Only PASS Axial Load Check +1.20D+0.50L+0.20S+E+1.60H PASS Reinforcing Limit Check Design Maximum Co Load Combination binations • Moments Axial Load Pu 0,2*fm"b*t k k Mcr k-ft Maximum Bending Stress Ratio = 0.3930 Max Mu .1.495 k-ft Actual Defl. Ratio U Max. Deflection Max Pu / Ag Location 1,789 0.1341 in 11.474 psi 9.667 ft Controlling As/bd 0:005082 Phi *Mn 3.803 k-ft Allowable Defl. Ratio 150 Max. Allow, Defl. 1.60 in 0.2 * fm 400.0 psi As/bd009548 rho bal 0.01031 Maximum Reactions ... - forLoad Combination.... Top Horizontal E Only Base Horizontal ::E Only Vertical Reaction +IJ:tH Mu Phi k-ft 1.60 k Results ,repo rted for "Strip Width" =12 in. Moment Values Phi Mn ;, i k,ft, . As As. Ratio in^2 0,6 * rho bal 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 +1,20D+1.60Lr+0.50W+1.60H at 9.33 to 10.0 1.046 36.480 0,000 0.000 +1,200+1,60S+0.50W+1,60H at 9,33 to 10.00 1.046 36.480 +1,20D+0,50Lr+0,50L+W+1.60H at 9.33 to 10 1.046 36.480 +1.20D+0,50L+0,50S+W+1.60H at 9,33 to 10. 1.046 36.480 +1,20D+0,50L+0,20S+E+1,60H at 9.33 to 10. 1,046 36,480 +0.900+W+0.90H at 9.33 to 10.00 0.785 36.480 +0.90D+E+0.90H at 9.33 to 10.00 0.785 36.480 Design Maximum Combinations Deflections Axial Load Load Combination Pu 0.00 0.00 0.00 0.00 2.59 0.00 2.59 2.59 2.59 2.59 2.59 2.59 0.00 0.00 0.00 0.00 0.13 0.00 0.13 0,25 0.25 1,50 0.25 1.49 Moment Values Mcr Mactual k-ft k-ft 0.00 0.00 0.00 0.00 0.90 0.00 0.90 0.90 0.90 0.90 0.90 0.90 I gross in^4 0.00 0.000 0.0000 -" 0.00 0.000 0.0000 0.00 0.000 0.0000 0.00 0.000 0.0000 3,87 0.233 0.0051 ciao 0.000 0.0000 3'.87 0.233 0.0051 3,87 0.233 , 0,0051 3.87 0.233 0.0051 3,87 0.233 0.0051 3,8.1 0.233 0.0051 3.81 0.233 0.0051 Results reported for "Strip Width" = 12 in. Stiffness I _cracked 0.0000 0.0000 0.0000 0.0000 0.0099 0.0000 0.0099 0.0099 0.0099 0.0099 0.0098 0.0098 Deflections I effective ' Deflection Defl. Ratio in^4 in +D+0,60W+H at 9.33 to 10.00 +D+0.70E+H at 9.33 to 10.00 +D+0.750Lr+0.750L+0.450W+H at 9.33 to 10. +D+0.750L+0.750S+0.450W+H at 9.33 to 10.0 +D+0.750L+0.750S+0.5250E+H at 9.33 to 10. +0.60D+0,60W+0,60H at 9.33 to 10.00 +0,60D+0,70E+0.60H at 9.33 to 10.00 0.000 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.872 2.59 0.15 443.30 0.872 2.59 1.05 443.30 0.872 2.59 0.11 443.30 0.872 2.59 0.11 443.30 0,872 2.59 0,79 443.30 0.523 2.59 0.15 443.30 0.523 2.59 1,04 443,30 0.000 0.00 0.00 0.00 0.000 0.00 0,00 0.00 0.00 ' 0.00 0.00 0.00 • 0,00 0.00 33.91 . 33.91 33.91 33.91 33.91 .:33.31 1 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 443.300 443.300 443.300 443.300 443.300 443,300 443.300 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.014 0.094 0.010 0.010 0.071 0.014 0.094 0.000 0.000 0.0 0.0 0.0 0.0 0.0 0.0 17,664.1 2,540.7 23,552.1 23,552.1 3,387.6 17,707.1 2,546.9 0.0 0,0 Plump Engineering, Inc. 914 E. KateIla Avenue Anaheim, CA 92805 Phone: (714) 385-1835 PUMP ClICINCERINS INC. Project Title: Shasta Tukwila - Electrical Room Engineer: O.J. Project ID: S.1902097 Project Descr: Printed: 9 MAR 2019, 1:14PM Masonry Slender Wall Lic. # : KW-06001611 Description CMU Wall W Only at 10,00 to 10.67 E Only at 10.00 to 10.67 File = PAENERCALOS.1902097 Electncal Room.ec6 . are pyright ENERCALC, INC, 1963-201B, Build:10.18425 , Licensee : PLUMP ENGINEERING INC. 0.000 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.000 2.59 0.25 443.30 32.41 0.000 2.59 1.49 443.30 ' 32.41 0.000 0.000 0.0 0.000 0.000 0.0 443.300 0.023 10,662.9 443.300 0.134 1,789.3 Rump Engineering, Inc. 914 E. KateIla Avenue Anaheim, CA 92805 Phone: (714) 385-1835 11 I trio ot PLUMP ENOItItERINO C. Project Title: Shasta Tukwila - Electrical Room Engineer: O.J. Project ID: S.1902097 Project Descr: Printed: 9 MAR 2019, 1:14PM Masonry Slender Wall Lic. # : KW-06001611 Description : CMU Wall Design Maximum Combinations Deflections Axial Load Load Combination Pu Moment Values Mcr Mactual k-ft k-ft RIe= PAENERCALC1S.1902097 Electncal Room.ec6 . Softwarecopyilght ENERCALC, INC. 1983-2018, Build:10.18.8.25 Licensee : PLUMP ENGINEERING INC. Results reported for "Strip Width" = 12 in. Stiffness Deflections I gross I cracked I effective Deflection Defl. Ratio in^4 in^4 inA4 in 0.000 0.00 0.00 0.00 0.00 0.000 0.000 0.0 Reactions Vertical & Horizontal Load Combination Base Horizontal Results reported for "Strip Width" = 12 in. Top Horizontal Vertical @ Wall Base 0.00 k +D+1-1 0.0 k +D+L+H 0.0 k 0.00 k 0.00 k +D+Lr+H 0.0 k 0.0 k 0.00 k +D+S+H +D+0.750Lr+0.750L+4-1 0.0 k 0.00 k +00.00 k+0.750L+0.750S+H 0.0 k : +D+0.60W+11 0.0 k 0.03 k +D+0.70E+H 0.2 k k • +D+0.750Lr+0.750L+0.450W+1-1 0.0 k 0,02 k +D+0.750L+0.750S+0.450W+H 0.0 k 0.02 k +D+0.750L+0.750S+0.5250E+H 0.2 k 0.16 k +0.60D+0.60W+0.60H 0.0 k .0 03 k +0.60D+0.70E+0.60H 0.2 k 0.21 k D Only 0.0 k 0.00 k Lr Only 0.0 k 0.00 k L Only 0.0 k 0.00 k S Only 0.0 k 0.00 k W Only 0.1 k 0.05 k E Only 0.3 k 0.30 k H Only 0.0 k 0.00 k 1.600 k 1.600 k 1.600 k 1.600 k 1.600 k 1.600 k 1.600 k 1.600 k 1.600 k 1.600 k 1.600 k 0.960 k 0.960 k 1.600 k 0.000 k 0.000 k 0.000 k 0.000 k 0.000 k 0.000 k Plump Engineering, Inc. 914 E. Katella Avenue Anaheim, CA 92805 Phone: (714) 385-1835 ?ECM, IINIIINEININO INC. Project Title: Shasta Tukwila - Electrical Room Engineer: O.J. Project ID: S.1902097 Project Descr: Printed: 9 MAR 2019, 1:08PM Wall Footing Lic. #: KW-06001611 Description : CMU Wall Footing Code References File = P:1F,NERCALCIS.1902037 BectrIcal Room.oc6 . Software copyright ENERCALC. INC. 1983-2018, Bufld:1O.18825 Licensee : PLUMP ENGINEERING INC. Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 General information Material Properties fc : Concrete 28 day strength fy : Rebar Yield Ec : Concrete Elastic Modulus Concrete Density cp Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. Min. Overtuming Safety Factor Min, Sliding Safety Factor AutoCalc Footing Weight as DL Dimensions 3.0 ksi 60.0 ksi 3,122.0 ksi 145.0 pd 0.90 0.750 0.00180 1.50:1 1.50:1 Yes Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Reference Depth below Surface Allow. Pressure Increase per foot of depth when base footing is below Increases based on footing Width Allow. Pressure Increase per foot of width when footing is wider than Adjusted Allowable Bearing Pressure Reinforcing 1.50 ksf Yes 100.0 pd 0.20 ft ksf ft ksf ft 1.790 ksf Footing Width Wall Thickness Wall center offset from center of footing 3.0 ft Footing Thickness = 24.0 in Bars along X-X Axis 7.625 in Rebar Centerline to Edge of Concrete... # of Bars in 12' Width at Bottom of footing = 3.0 in Reinforcing Bar Size 8 in 2 # 5 Applied Loads P : Column Load OB : Overburden V-x M-zz Vx applied 1.'...ir. • • 441,1 4 Lr 1.6 L S E H k ksf in above lop of footing Y "'"Cif,Au vuol,c_ -3-y)psf- SIA 1 5t t5690 LtoriP k k-ft Plump Engineering, Inc. 914 E. Katella Avenue Anaheim, CA 92805 Phone: (714) 385-1835 PLUMP EtIP$MMISO Project Title: Shasta Tukwila - Electrical Room Engineer: O.J. Project ID: S.1902097 Project Descr: Printed: 9 MAR 2019, 1:08PM Wall Footing Lic. # : KW-06001611 Description CMU Wall Footing DESIGN SUMMARY, FactorofSafetv Item Applied File= PAENERCALCIS.1902097 Electrical Room.ec6 Software copyright ENERCALC, INC, 1983-2018, Build10.18.8,25 Licensee : PLUMP ENGINEERING INC. Capacity Design OK Governing Load Combination PASS PASS PASS n/a n/a n/a Overturning - Z-Z Sliding - X-X Uplift Utilization Ratio Item PASS 0.8519 PASS 0.004752 PASS 0.01094 PASS n/a PASS 0.004454 Detailed Results _ Soil Bearing Z Flexure (+X) Z Flexure (-X) 1-way Shear (+X) 1-way Shear (-X) 0.0 k-ft 0.0 k 0.0 k Applied 1,525 ksf 0.2703 k-ft 0.6222 k-ft 0.0 psi 0.3659 psi 0.0 k-ft 0.0 k 0.0 k Capacity 1.790 ksf 46.894 k-ft 56.894 k-ft 82,158 psi 82.158 psi No Overturning No Sliding No Uplift Governing Load Combination +D+0.750L+0.750S+0,5 .+1.40D+1.60H +0.90D+E+0,90H n/a +1.40D+1.60H Soil Bearing Rotation Axis & Load Combination... , +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+0,70E+H . +D+0,750Lr+0.750L+0.450W+H . +D+0,750L+0.750S+0.450W+H . +0+0.750L+0.750S+0.5250E+H . +0.60D+0.60W+0.60H • +0.60D+0,70E+0.60H • Overturning Stability Gross Allowable Xecc 1.790 ksf 1,790 ksf 1.790 ksf 1.790 ksf 1.790 ksf 1,790 ksf 1.790 ksf 1.790 ksf 1.790 ksf 1,790 ksf 1,790 ksf 1.790 ksf 1,790 ksf 5.182 in 5.182 in 5.182 in 5.182 in 5.182 in 5.182 in 5.182 in 5.182 in 5.182 in 5,182 in 5,182 in 5.182 in 5,182 in Actual Soil Bearing Stress Actual / Allowable ••X +X Ratio 0.1217 ksf 0.1217 ksf 0.1217 ksf 0.1217 ksf 0.1217 ksf 0.1217 ksf 0.1217 ksf 0.1217 ksf 0.1217 ksf 0.1217 ksf 0,1217 ksf '0,07302 ksf 0,07302 ksf 1.525 ksf 0,852 1.525 ksf 0.852 1.525 ksf 0,852 1.525 ksf 0.852 1.525 ksf 0.852 1.525 ksf 0.852 1.525 ksf 0.852 1.525 ksf 0.852 1,525 ksf 0.852 1.525 ksf 0,852 1.525 ksf 0,852 0.9150 ksf 0,511 0.9150 ksf 0.511 Units k-ft Rotation Axis & Load Combination... Footing Has NO Overturning Sliding Stability Overturning Moment Resisting Moment Stability Ratio Status Force Application Axis Load Combination... Footing Has NO Sliding Footing Flexure Sliding Force Resisting Force Sliding SafetyRatio Status Flexure Axis & Load Combination . +1.40D+1.60H +1.40D+1,60H +1.20D+0,50Lr+1.60L+1.60H +1.200+0.50Lr+1.60L+1.60H +1.200+1.60L+0.50S+1,601-1 , +1.20D+1.60L+0.50S+1.60H , +1,20D+1.60Lr+0.50L+1.60H +1,20D+1.60Lr+0.50L+1.60H +1 .20D+1.60Lr+0.50W+1.60H +1.20D+1,60Lr+0.50W+1.60H +1.20D+0.50L+1.60S+1.60H +1,20D+0.50L+1.60S+1,60H , +1,20D+1.60S+0.50VV+1.60H +1.20D+1.60S+0.50W+1.60H +1,20D+0.50Lr+0.50L+W+1.60H +1.20D+0.50Lr+0.50L+W+1.60H . +1.20D+0.50L+0,50S+W+1,60H +1.20D+0,50L+0.50S+W+1.60H Mu Which Tension @ Bot. As Req'd k-ft Side ? or Top ? inA2 0.9679 -X Bottom 0.5184 0.2703 +X Bottom 0,5184 0,8296 -X Bottom 0.5184 0.2317 +X Bottom 0.5184 0,8296 -X Bottom 0,5184 0.2317 +X Bottom 0.5184 0.8296 -X Bottom 0.5184 0.2317 +X Bottom 0.5184 0.8296 -X Bottom 0.5184 0.2317 +X Bottom 0.5184 0.8296 -X Bottom 0.5184 0.2317 +X Bottom 0.5184 0.8296 -X Bottom 0.5184 0.2317 +X Bottom 0.5184 0.8296 -X Bottom 0,5184 0.2317 +X Bottom 0.5184 0.8296 -X Bottom 0.5184 0.2317 +X Bottom 0.5184 Gvrn. As inA2 Min Term) % Min Temb % Min Terre% Min Temp,% Min Teniib %. Min Terrib % Min TernIA Min Temp % Min Temp % Min Temp % Min Temb % Min Tamp % Min Temio % Min Temp % Min Terra) % Min Temp % Min Temp % Min Temp % Actual As Phi*Mn inA2 k-ft Status 0,62 56,894 OK 0.62 56.894 OK 0,62 56,894 OK 0.62 56,894 OK 0.62 56.894 OK 0.62 56.894 OK 0.62 56,894 OK 0.62 56.894 OK 0,62 56.894 OK 0.62 56.894 OK 0.62 56.894 OK 0.62 56.894 OK 0,62 • 56.894 OK 0.62 56.894 OK 0.62 56.894 OK 0.62 56,894 OK 0,62 56,894 OK 0.62 56.894 OK Plump Engineering, Inc. 914 E. Katella Avenue Anaheim, CA 92805 Phone: (714) 385-1835 PLUMP ENOINEEEINO INC. Project Title: Shasta Tukwila - Electrical Room Engineer: O.J. Project ID: S.1902097 Project Descr: Printed: 9 MAR 2019, 1:08PM Wall Footing Lic. # : KW-06001611 Description : CMU Wall Footing +1.20 D+O.50 L+0.20 S+E+1.60 H +1.20 D+0.50 L+0.20 S+E+1.60 H 0.8296 -X Bottom 0.2317 +X Bottom File = PaENERCALC1S.1902097 Electrical Room.ec6 . -Software copyright ENERCALC, INC. 1983-2018, Build:10.18.8.25 . Licensee : PLUMP ENGINEERING INC. 0.5184 Min Teitib % 0.5184 Min Taint) % 0.62 0.62 56.894 OK 56.894 OK Plump Engineering, Inc. 014E.KuteUuAvenue Anaheim, CAQ28N5 "'"""`=""°'°"INC. Project Title: Shasta Tukwila ' Electrical Room O.J. - Project |D: S.1902007 Project Descr: Wall Footing Description : CMU Wall Footing Foot! ngFl eimm � oo*ncal . Licensee: PLUMP ENGINEERING INC. Flexure Axis & Load Combination Mu Which Tension@8ot. AnReq'd Gvm.Aa Actual As PhrMn .+0i90O~W+0.90H .+0i90D+W40.00H +0i90D+E+0.80H One Way Shear 0,6222 -X Bottom 0.5184 Min T616o% 0.1730 +X Bottom 85184 Min Temn% 0.6222 'X Bottom 0.5184 Min Tamn% 01738 +X Bottom 0.5184 Min TomnIN, 0,62 0.62 0.62 0,62 56.894 UK 56.894 0< 56.894 OK 56.894 OK Load Combination- VU @ -X Vu @ +X Vu:Max PWVn Vu/Phi*Vn Status +1/0D+1.60H 0.3850nsi Omd 03650 no| 158md 0.004454 0< ~1.20D~85OLr+1,60L+ f01-1 0.3137osi Oosi 0.3137 osi ` 82-158osi 0,003818 OK ~1.20D+1/0L~O.508+1.0OH 03137nsi Omd 0.3137 oui 82158nsi 0I03818 0K +1.2OO+1.60Lr+0.50L+1�601-1 0.3137ns| Ooei 0.3137 osi ''82.158osi 0.003818 OK +1.20D+1.6Ob+0.50NN�601-1 0.3137osi Oooi 0.3137ooi ".82.158 osi 0.003818 OK ,120D450L+1£0S+ .60H 03137osi 0md 03137 md 82.158md H03818 OK +1.20D+1,60S~8.50W+ .6UH 0,3137oSi 0md 0.3137 ei 82158osi U�003818 0K +1.20D+0.50Lp0.50L+W+ .80H 0.3137ud Onoi 0.3137 nsi 82.168oxi 0�03818 OK +1.20D+8.SO�0.5OG+W+1�OH 0�137md 0o� O3137 md 50pd 0,063818 OK +1.20D+0.50L+0.20S+E+1.60H 0.3137osi Unxi 03187 uu| ` 8215800i 0,003818 0K ~0,90O+W-�8.001-1 0.2352ooi 0ooi 0.2352 Po| '82,15800i 0.002863 OK ~0,000+E+0.90H 0.2352noi 8oni 02352 oui 82.15800i 0.002883 OK � ` �^ Plump Engineering Inc. OJ Shasta Tukwila - Electrical Room May 3, 2019 at 10:01 AM S.1902097 S.1902097 Electrical Room.r3d Plump Engineering Inc. OJ Shasta Tukwila - Electrical Room May3,2019at10:01 AM S.1902097 S.1902097 Electrical Room.r3d CMV W c To? Tt4Yi�t��7T 29�#� )r 0- Loads: BLC 2, ELX lr -2.344k Plump Engineering Inc. OJ Shasta Tukwila - Electrical Room May 3, 2019 at 10:02 AM S.1902097 S.1902097 Electrical Room.r3d HBrace: MI Shape: L4X4X4 Material: A36 Gr.36 Length: 5.657 ft I Joint: N1 J Joint: N2 LC 1: DL+0.7ELX Code Check: 0.097 (bending) Report Based On 97 Sections Dy -.001 at 2.828 ft in -.004 at 1.945 ft in A 2.334 at 0 ft 2.307 at 5.657 ft Vy .013 at Oft Vz -.013 at 5.657 ft T k-ft Mz' .013 at 2.828 ft k-ft My' .013 at 2.828 ft k-ft fa 1.209 at 0 ft 1.195 at 5.657 ft ksi fc .275 at 2.828 ft ksi ft .203 at 2.828 ft ksi AISC 14th(360-10): ASD Code Check Direct Analysis Method Max Bending Check 0.097 Max Shear Check 0.001 (z) Location 2.77 ft Location 0 ft Equation H2-1 Max Defl Ratio U9648 Bending Flange Non -Compact Compression Flange Slender Qs=.912 Bending Web Non -Compact Compression Web Slender Qa=1 y-y' z-z' Fy 36 ksi Lb 5.657 ft 5.657 ft Pnc/om 26.442 k KUr 86.695 42.969 Pnt/om 41.605 k Mny'/om 2.088 k-ft L Comp Flange 5.657 ft Mnz'/om 3.998 k-ft L-torque 5.657 ft Vny/om 12.934 k Tau_b 1 Vnz/om 12.934 k Cb 1.136 Company Plump Engineering Inc. May 3. 2019 Designer OJ 10:03 AN Job Number S.1902097 Checked By. GMP Model Name : Shasta Tukwila ' Electrical Room (Global) Model SettinqS Display Sections for Member Ca|us S Max Internal Sections for Member Calna 07 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load BbmnIntersecting Wood Wall? Yes Area Load Mesh (in^2) 144 Merge Tolerance (in) .12 P'Oe\toAnalysis Tolerance 0.5096 Include P'Oe|tafor Walls? Yam Automatically Iterate Stiffness for Walls? Yen Max Iterations for Wall Stiffness 3 Gravity Acceleration (M/aec^2) 32.2 Wall Mesh Size (in) 24 Eigenmo|udonConvergence Toi(1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AJGC14th0OD40:A8D Yes(Iterative) Adjust Stiffness? R|GAConnenUon Code A|SC 14dh(360'10):AGD A|081O0-12:AGD Cold Formed Steel Code Wood Code AVVCNDS'1S:A8D Wood Temperature «1OOF Concrete Code AC|318-14 K8oaonry Code AC| 530-13: A8O Aluminum Code A\ADM 1-15:ASD-Building A|8C 14th(380-10):ASD Yes(Iterative) Stainless Steel Code Adjust Stiffness? Number of ShearRegions 4 Region Spacing Increment(in) 4 Biaxial Column Method Exact Integration Panne Bata Faobor(PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes yN|n 1 BarUiam. Spacing? No Concrete RebarSet REBAR 8ETASTKXA515 Min 96Steel for Column 1 Max 96 Steel for Column O R|8A-3DVersion 17.U.2 Oz:\R|SA3D\S1SO20S7Electrical Room.r3d Page Company : Plump Engineering Inc. May 3, 2019 Designer OJ 10:03 AM Job Number : S.1902097 Checked By: GMP Model Name : Shasta Tukwila - Electrical Room (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 R Z Ct Exp. X .75 Ct Exp. Z .75 SD1 SOS 1 S1 1 TL (sec) 5 Risk Cat I or II Drift Cat Other Om Z Om X Cd Z Cd X 1 Rho Z Rho X Footing Overturning Safety Factor Optimize for OTM/Sliding No Check Concrete Bearing No Footing Concrete Weight (k/ft^3) .145 Footing Concrete fc (ksi) 2.5 Footing Concrete Ec (ksi) 2850 Lambda Footing Steel fy (ksi) 60 Minimum Steel 0.0018 Maximum Steel 0.0075 Footing Top Bar Footing Top Bar Cover (in) 1.5 Footing Bottom Bar Footing Bottom Bar Cover (in) Pedestal Bar #6 Pedestal Bar Cover (in) 1.5 Pedestal Ties Joint Loads and Enforced Displacements (BLC 2 : ELX) Joint Label L D M Direction Ni Basic Load Cases Magnitude(k k-ft) (in rad) (k*sA2/ft k*sArft)] -2.344 BLC Description DL Category DL X Gra...Y Gra... Z Gray... Joint Point Distrib.. Area(Memb. Surface(P.. -1 2 ELX ELX R SA-3D Version 17.0.2 [PARISA MS.1902097 Electrical Room.r d] Page 2 Company : Plump Engineering Inc. Designer : OJ Job Number : S.1902097 MIS Model Name : Shasta Tukwila - Electrical Room May 3, 2019 10:03 AM Checked By: GMP Load Combinations 1 Description Solve P... R.. BLC Fa.. BLC Fact... BLC Factor BLC Factor BLC Factor BLC Factor BLC Fac.......,........ DL+0.7ELX Yes J� _DL 1 ELX .7 Maximum Member Section Forces 1 1 M1 m...2.334 0 0 0 .013 0 0 0 .013 2•$2$ 2.628 2 min 2,307 5.657 0 0 -.013 5.657 0 0 0 0 .013 0 0 Joint Reactions (Bv Combination) 1 1 N1 16 0 0 0 0 2 1 N2 §''�62 j 0 0 0 0 3 1 Totals: 1.641 `"' 1 0 4 1 COG (ft): X: -2 Y: 2 Z: 0 9rate 'eG-c-;"i oh N2- \Nikes (n • ct 2-2 DL) V ,„. \)90..L. 0•°0-i5(4)(1" +1") o.cisek-k)( 6_10 t• �r �.ctx < VALE. • - (6) \<. P\a\3te C Mk) Ni vPt.L = 50° 0 A3 of V41-1. k 4k) .2- 00-2 Z 2-36.3- V -3 son •(go.. I 121992i- o•S 41-10 ti- o P(9 \. ©kR'l '3\1 INCPCC--tloN Qvk -of - Ft,ht WS'os. C\r1-e -Tcp °F Wat\ Gfs(X - IO ?IC- vitv„-\0 p\F" -o _ d Vitt tt t i p > V c- -14. raK t0f' iF z 2'-0" = 2d1%t st "q ,p.13- t s o -ik‘i 13Y iMSQC-C-'Cl6N RISA-3D Version 17.0.2 [P:\RISA3D\S.1902097 Electrical Room.r3d] Page 3 Inc ?LUMP 1161AMIAli !I16. WWW.PeiCa.COM PLUMP Engineering, Inc. 914 E. KateIla Ave. Anaheim, California 92805 P:714.385.1835 F:714.385.1834 LATERAL ANALYSIS: Site Seismic Design SOS = 0.95 le 1.00 SECTION 11.5.1 ASCE 7-10 Wall Information Thickness = 8.00 in Weight = 100.00 psf Ledger Height (avg.) = 22.50 ft Parapet Height (avg.) 0.00 ft STRUCUTRAL WALLS OUT -OF -PLANE FORCES Fp = 0.4SDsleWp = 38.16 psf Fp = 0.10Wp 10.00 psf Fp = 38.16 psf New Door Opening Ledger Height 22.50 ft. Opening Height = 7.00 ft. Opening Width 3.00 ft. Horizontal Member Length of Member 5.00 ft. Unit Lateral Force = 296 plf SECTION 12.11.1 ASCE 7-10 SECTION 12.11.1 ASCE 7-10 (NOT LESS THAN) 3/9/2019 ATC Hazards by Location ATC Hazards by Location Search Information Address: 1227 Andover Park E, Tukwila, WA 98188, USA Coordinates: 47.44307149999999, -122.25218389999998 Elevation: 30 ft Timestamp: 2019-03-09T19:46:52.329Z Hazard Type: Seismic Reference ASCE7-10 Document: est shehon Go- -gie Redmond o 30 ft 111) Kent 0 Tacoma 0 Puy11up Map c,Report a map error Risk Category: II Site Class: MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 1.40 1.20 1.00 0.80 0.60 0.40 0.20 0.00 0.80 0.60 0.40 0.20 0.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) Basic Parameters Name Ss Si SMS SM1 SDS SD1 Value Description 1.432 MCER ground motion (period=0.2s) 0.534 MCER ground motion (period=1.0s) 1.432 Site -modified spectral acceleration value 0.8 Site -modified spectral acceleration value 0.955 Numeric seismic design value at 0.2s SA 0,534 Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2s Fv 1.5 Site amplification factor at 1.0s https://hazards.atcouncii.org/#/seismic?lat=47.443071499999998,Ing=-122.25218389999998&address.1227%20Andover%20Park%20E°/02C%20Tuk... 1/2 3/9/2018 ' ATCHazards by Location CRo 0,949 Coefficient ofrisk (02u) CR, 0.932 Coefficient ofrisk (1.0o PGA 0.588 K4CEmpeak ground acceleration FpoA 1 Site amplification factor atPGA PGAw 0.588 Site modified peak ground acceleration TL 6 Long -period transition period (o) SsRT 1.432 Probabilistic risk -targeted ground motion (0.2s) GoUM 1.509 Factored uniform -hazard spectral acceleration (2%probability nf uxoaodanomin5Oyears) SoO 3115 Factored deterministic acceleration value (O.2x) ` S1RT M34 Probabilistic risk -targeted ground motion (1Dn 81OH 0.572 Factored uniform -hazard spectral acceleration (2%probability of exoeodanmain5Oyears) SlD 0,996 Factored deterministic acceleration value (1.0s) PGAd 1119 Factored deterministic acceleration value (PGA) ^ The results indicated here DO NOT reflect any state mlocal amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with Disclaimer Hazard loads are provided bythe U.G.Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented |nthe report should not boused orrelied upon for any npacifioapplication without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does 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 report provided bythis webxite. 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 inthe report. L' 32,2521 ' 2/2 Plump Engineering, Inc. OJ Electrical Room Door Opening Mar 9, 2019 at 12:12 PM S.1902097 S.1902097 Electrical Room H-Fra.. oads: BLC 2, OUT OF PLANE Plump Engineering, Inc. 0 Electrical Room Door opening S.1902097 S.1902097 Electrical Room H-Fra.. Column: MI Shape: HSS4x4x4 Material: A500 Gr.46 Length: 22 ft I Joint; N2 J Joint: N4 LC 1: DL + OUT OF PLANE Code Check: 0.381 (bending) Report Based On 191 Sections Dy -1.251 at 10.653 ft in 0 at 5.789 ft Dz in 0 at 15.053 ft .281 at 0 ft 1111111111.1ftmea.- Ak Vy .406 at 0 ft -.338 at 10.074 ft 0 at 10.074 ft Vz 0 at 0 ft Mz .084 at 0 ft T k-ft -4.045 at 9.958 ft k-ft i;• .',006 at 10.074 ft My k-ft -.008 at 9.958 ft .083 at 0 ft fa ksi 12.468 at 9.958 ft All11111166 fc ksi -12.468 at 9.958 ft ksi AISC 14th(360-10): ASD Code Check Max Bending Check 0.381 Max Shear Check 0.025 (y) Location 9.958 ft Location 0 ft Equation H1-1b Max Defl Ratio L/211 Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender y-y z-z Fy 46 ksi Lb 22 ft 22ft,. Pnc/om 16.822 k KL/r 173.529 173.629; Pnt/om 92.826 k Mny/om 10.765 k-ft L Comp Flange 22 ft Mnz/om 10.765 k-ft L-torque 22 ft Vny/om 25.423 k Vnz/om 25.423 k Tn/om 9.04 k-ft Cb 1.356 Column: M2 Shape: HSS4x4x4 Material: A500 Gr.46 Length: 22 ft I Joint: N1 J Joint: N3 LC 1: DL + OUT OF PLANE Code Check: 0.381 (bending) Report Based On 191 Sections Dy -1.251 at 10.653 ft in Dz O at 15.053 ft 0 at 5.789 ft in .281 at 0 ft A Vy .406 at 0 ft -.338 at 10.074 ft 0 at 0 ft Vz 0 at 10.074 ft Mz T k-ft -.084 at 0 ft -4.045 at 9.958 ft k-ft -.008 at 9.958 ft My k-ft -.006 at 10.074 ft .083 at 0 ft fa ksi 12,468 at 9.958 ft All166 fc ksi -12.468 at 9.958 ft ksi • AISC 14th(360-10): ASD Code Check Max Bending Check 0.381 Max Shear Check- ' 0.025 (y) Location 9.958 ft Location 0 ft Equation H1-1b Max Defl Ratio L/211 Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender y-y z-z Fy 46 ksi Lb 22 ft 22 ft.:: - Pnc/om 16.822 k KL/r 173.529 173.529 Pnt/om 92.826 k Mny/om 10.765 k-ft L Comp Flange 22 ft Mnz/om 10.765 k-ft L-torque 22 ft Vny/om 25.423 k Vnz/om 25.423 k Tn/orn 9.04 k-ft Cb 1.356 Beam: M3 Shape: HSS4x4x4 Material: A500 Gr.46 Length: 5 ft I Joint: N5 J Joint: N6 LC 1: DL + OUT OF PLANE Code Check: 0.080 (bending) Report Based On 191 Sections Dy -1.244 at 5 ft -1.26 at 2.5 ft in Oat 2.5 ft Dz OetO ft in 0 at 0 ft A Vy .74 atOft -.74 at 5 ft Vz .029 at 5 ft -.029 at 0 ft Mz T k-ft .084 at 5 ft -.841 at 2.5 ft k-ft Qi4at5ft My k-ft -.022 at 2.5 ft fa 0 at 0 ft ksi 2.655 at 2.5 ft .057 at .105 ft ksi ft -.057 at .105 ft -2.655 at 2.5 ft ksi AISC 14th(360-10): ASD Code Check Max Shear Check 0.029 (y) — - Max Defl Ratio Location 5 ft Location Span Max Bending Check 0.080 Location 2.5 ft Equation H1-1 b Bending Flange Bending Web Fy Pnc/om Pnt/om Mny/om Mnz/om Vny/om Vnz/om Tn/om Cb 46 ksi 83.605 k 92.826 k 10.765 k-ft 10.765 k-ft 25.423 k 25.423 k 9.04 k-ft 1.152 Compact Compact Compression Flange Compression Web y-y Lb 5 ft KL/r 39.438 L Comp Flange 5 ft L-torque 5 ft z-z 5 ft 39.438 Non -Slender Non -Slender L/3659 2.5 ft 1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 25, 2019 David Kehle 1916 Bonair Dr SW Seattle, WA 98116 RE: Request for Extension #1 Permit Number D19-0094 D19-0099 D19-0112 M19-0057 PG19-0052 Dear Mr. Kehle, This letter is in response to your written request for an extension to the permits above. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permits through May 30, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, tat Rac e le Ripley Permit Coordinator File: Permit No. D19-0094 D19-0099 DI9-0112 M19-0057 PGI9-0052 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov L davud kehle. October 10, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: RE: Mr. Jerry Hight Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Electrical Room D19-0094 Dear Mr. Hight, Reque' 'for Extensior # I Current Expiration Date: IWO/ Extension Request: XsApproved for 1512) days Denied (provide explanation) Signature/ nitials RECEIVED CITY OF TUKWILA OCT 1 1 2019 PERMIT CENTER As the Design Professional In Responsible Charge, I am requesting an extension for the above permit based on the following: 1. There are several sequential items that need to take place before other permitted projects can proceed. Timing is causing delays for some construction and final inspections. 2. There are on going reviews of some projects (Glycol Room, and revised drawings for Breakroom and QA lab) that have been submitted to the city 3. There are on going reviews of the projects waiting for our responses or city reviews. 4. We have been working with Lee on several of the permits and inspection processes. For the above reasons, I am requesting the permit be extended. If you have any questions, please let me know. David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com 0 City of Tukwila Department of Community Development 10/1/2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit No. D19-0094 SHASTA BEVERAGES, INC - ELECTRICAL ROOM 1227 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/30/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/30/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D19-0094 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 1, 2019 William Hill, CBO, ACO BHC Consultants 1601 Fifth Ave, Ste 500 Seattle, WA 98101 RE: Structural and Nonstructural Plan Review Development Permit D19-0094 Shasta Beverage — Electrical Room —1227 Andover Park E Dear Mr. Hill, Please review the enclosed set of plans and documents for structural compliance with the 2015 International Building Code. Also, separately please review the enclosed set of plans and documents for nonstructural compliance with the 2015 International Building Code. This permit (D19-0094) is for the building portion only and we ask you to limit your review and corrections to the building portion only for now. Separate applications will be submitted for the mechanical, plumbing and electrical permits at a later date. We will forward those applications and plans to you at that time. When you have finished your initial review, please forward any corrections to us and we will send a correction letter to the applicable party for response. If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670. Sincerely, Bill Rambo Permit Technician encl File: D19-0094 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov devid kehle architect March 29, 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 CE19-0026 Tenant Improvement Electrical room enclosure Dear Mr. Hight, As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, drawings and calculations for the Electrical Room Enclosure as prepared by Plump Group, Richard Plump including structural calculations. There is an overall floor plan highlighting the area of work. This is for safety of occupants working in the space. I believe these are adequate for permit submission and initial review. Please accept for permit review. David Kehle RECEIVED CITY OF TUKWILA MAR 29 2019 PERMIT CENTER 1 00 Twit 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0094 DATE: 03/29/19 PROJECT NAME: SHASTA BEVERAGE - ELECTRICAL ROOM SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Lidding Division 41; Public Works W IWV Fire Prevention .1)62 tructural VACL (4-1AiniC\ Planning Division up Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/02/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 04/30/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire I:: Ping EJ PW El Staff Initials: 12/18/2013 CITY OYP TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (2o6) 431-367o FAX (206) 431-3665 E-mail: tukplaneci.tukwila.wa.us AFFIDAVIT IN LIEU OF CO STATE OF WASHINGTON) ) ss. COUNTY OF KING [please print name] , states as follows: Permit Center/Building Division 290, 434-3079 PubliCWOrks Department 206 433-M9 Planning Division 206 01-367o '11)19- 0097 bt'- 0131 - O13-- i. have made application for a permit from the City ofTukwila, 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 ofthis 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 and will therefore not be performed by a registered contractor. , 5. I understand that the licensing provision of RCW 19.28.161 through 3.9.28.271 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 might otherwise have under state law in any decisiou to engage an unregistered contractor to perform construction work. .0."1410 won, to +0 Tolip.„ ("Ei .2% tilts WA SkAN I % Owner/Owner's Agent* Signed/and sworn to before me this re'( -) day of " ,2otci mcfraity PUBLIC in and for the State of Washington Residing at I1f Name as commissioned. My commission expires. , County cc/1-e /tierif 0 / A TENANT IMPROVEMENT FOR: 0 SHASTA BEVERAGES INC. PLUMPGROUPl ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. 914 E. KAT_LLA AVENUE ANAHEIM, CALIFORNIA 92805 -ELECTRICAL ROOM P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com _ "----- PERMIT REVISIONS FOR: 122 7 Andover Pork E anicalNa Chanties shall be made to the SCOae ricalof work wimouc prior approval of the bingl�I Tukwila Building Division. Tuk�/iIo ® V A1NOTE: ama me ua require a new plan iping submihal and maYinclude additional plan review. wila���IVISION M �4 PR , PROCON DEVELOPMENT SYMBOL LEGEND ABBREVIATIONS GENERAL NOTES PROJECT DIRECTORY SHEET INDEX LosA2mitos,i la aCA90720 (NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENT) EXTERIOR ELEVATION TARGET EXTERIOR ELEVATION TARGET DETAIL DESIGNATION ELEVATION DESIGNATION — — — — X X AX.O — — — — " SHEET REFERENCE NO. SHEET REFERENCE NO. VIEW NUMBER BUILDING SECTION TARGET VIEW NAME ✓— A DETAIL /q ql sc: us r L- VIEW SCALE SHEET REFERENCE NO. SHEET NUMBER SECTION DESIGNATION PARTIAL SECTION TARGET INTERIOR ELEVATION TARGET DETAIL DESIGNATION AJAI X AX.O SHEET REFERENCE NO. SHEET REFERENCE NO. SECTION DESIGNATION SECTION DETAILTARGET ELEVATION REFERENCE TARGET DETAIL DESIGNATION EL= X'-XX' SECTION( X T.O.W. ELEVATION DATUM AX.O SHEET REFERENCE NO. X'-XX" PLAN DATUM MATCH LINE COLUMN CENTERLINE MATCH LINE SE X/XX — Ct MATCH LINE SEXlXX ROOM NAME AND NUMBER TARGET PARTITION TYPE TARGET XXXX ROOM NAME I XXXX PARTITION TYPE XXX —ROOM NO. WALL ASSEMBLY DESIGNATION DOOR NUMBER TARGET KEY NOTE TARGET DOOR NUMBER 1 NOTE NUMBER REVISION TARGET/ADDENDUM TARGET NORTH ARROW 1 REVISION NO. PLAN OR ADDENDUM NO. N NORTH TRUE NORTH & AND @ AT JAN. JANITOR JT. or JNT JOINT A,B. ANCHOR BOLT JST. JOIST A.C. ASPHALTIC CONCRETE A.C.I. AMERICAN CONCRETE INSTITUTE L ANGLE ACP ACOUSTIC CEILING PANEL003 I.B.Bor # POUNDS A.D.A.A.G. AMERICANS WITH DISABILITIES ACi ACCESSIBILITY GUIDELINES LG. LONG MAT. MATERIAL A.F.F. ABOVE FINISH FLOOR ALUM. ALUMINUM MAX. MAXIMUM M.B. MACHINE BOLT A.P.A. AMERICAN PLYWOOD ASSOCIATION MEZZ. MEZZANINE A.Q.T. ABRASIVE QUARRYTILE MIN. MINIMUM ARCH. ARCHITECTURAL MISC. MISCELLANEOUS A.S.T.M. AMERICAN SOCIETY FOR TESTING MPH MILES PER HOUR MATERIALS M.P.S. MODULAR PANELBOARD SYSTEM BCK'G BLOCKING M.S.B. MAIN SWITCH BOARD B.N. BOUNDARY NAIL BM. BEAM MTL. METAL B.O.J. BOTTOM OF JOIST N NEW B.U.R. BUILT M ROOFING ( ) NO. or # NUMBER BOTT. or (B) BOTTOM N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE C CONDUIT C.L. or E CENTER LINE O.C. ON CENTER C.B.B. CEMENTITIOUS BACKER BOARD O.F.C.I. OWNER FURNISHED, C.B.C. CALIFORNIA BUILDING CODE CONTRACTOR INSTALLED C.C. CORE DRILL O,F.O.I. OWNER FURNISHED, C.J. CONTROL JOINT JOINT) OWNER INSTALLED CLG. CEILING O.H. OPPOSITE HAND CLR. CLEAR OPNG. OPENING C.M.U. CONCRETE MASONRY UNIT COL. COLUMN P.C. PLUMBING CONTRACTOR CONC. CONCRETE P. LAM PLASTIC LAMINATE OR CONN. CONNECTION CONN. CONSTRUCTION PARALLAM (BEAM) PL. PLATE CONST. JT. CONSTRUCTION JOINT CONT. CONTINUOUS P.L. PROPERTY LINENSTALLING PLYWD, PLYWOOD CENTR. CONTRACTOR PR. PAIR COMP COMPACTED (ION) C.T. CERAMIC TILE PSF. POUNDS PER SQ. FOOT PSI. POUNDS PER SQ. INCH UBLE DEG. or ` DQGREE Q.T. QUARRY TILE DIG. or - DIAMETER RAD. OR (R) RADIUS DIAL. DIAGONAL REINF. REINFORCEMENT DIM. DIMENSION DR. DOOR S.C. SAW -CUT JOINT DWG.(S) DRAWINGSCHED. SCHEDULE SHT. SHEET (E) EXISTING Sim. SIMILAR EA. EACH E.C. ELECTRICAL CONTRACTOR SMS SHEET METAL SCREW E.F. EACH FACE SPEC.(S) SPECIFICATION(S) EL. ELEVATION SQ, SQUARE E,N. EDGE NAIL SQ. IN. SQUARE INCH E.O.C. EDGE OF COUNTER / EDGE OF SQ. FT. SQUARE FOOT EQUIPMENT S.S. STAINLESS STEEL EQ.or= EQUAL STD. STANDARD EQUIP. EQUIPMENT STL STEEL E.S. EACH SIDE STOR.T. STORAGE EXP. EXPANSION STRUCT. STRUCTURAL SUSP. SUSPENDED FACT. FACTORY SYM. SYMMETRICAL F.D. FLOOR DRAIN F.D.C. FIRE DEPT. CONNECTION FDN. FOUNDATION (T) TOP T.B.A. TO BE DETERMINED F.F. FINISHED FLOOR F.F.L. FINISHED FLOOR LEVEL TEMP. TEMPERED (TEMPERATURE) F.G. FLOATGLASS THK. THICKNESS T & G TONGUE &GROOVE ftR. FLOOR T.N. TOENAIL FIN. FINISH T.O.B. TOP OF BEAM F.N. FIELD NAIL T.O.C. TOP OF CURB F.O,B. FACE OF BEAM T.O.F. TOP OF FOOTING F.O.F. FACE OF FINISH T.O.PL. TOP OF PLATE F.O.J. FACE OFJOIST T.O.S. TOP OF SLAB F.O.M. FACE OF MASONRY T.O.W. TOP OF WALL F.O.P. FACE OF POST TYP. TYPICAL F.O.S. FACE OF STUD F.R.P. FIBERGLASS REINFORCED PANEL U.B.C. UNIFORM BUILDING CODE F.S. FLOOR SINK U.O.N. UNLESS OTHERWISE NOTED U.S.P. UNDER SEPARATE PERMIT FIG. FOOTING FT, FEET VERT. OR (Vj VERTICAL GA. GAUGE (GAGE) V.W.C. VINYL WALLCOVERING G.B. GYPSUM BOARD G.C, GENERAL CONTRACTOR W/ WITH GALV. GALVANIZED WD. WOOD G.I. GALVANIZED IRON W.G.B. WATER RESISTANT GYPSUM GLB. GLUE -LAMINATED BEAM BOARD W.I.B.WALK-IN BOX N.D. HUB DRAIN WT. WEIGHT HDR. HEADER WWM. WELDED WIRE MESH HDW. HARDWARE HGR. HANGER HGT. or HT. HEIGHT - H.M. HOLLOW METAL HORIZ.orH HORIZONTAL H.S.B. HIGH STRENGTH BOLT I.D. INTERIOR DESIGN IN. INCH INFORMATION INV. INVERTED 1. ALL CONTRACTORS AND SUBCONTRACTORS WI-LTHOROUGHLY FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE NECESSARY FOR A SUCCESSFUL COMPLETION. ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER ACCORDNG TO THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS. 2. THIS ARCHITECT AND HIS PROFESSIONAL CONSU_TRNTS WILL NOT HAVE CONTROL, OF AND WILL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT Of THE CONTRACT AND OR CONSTRUCTION DOCUMENTS. 3. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR SHORING TO INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS IE: STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES; ETC. DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4. WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE, AND AVOID OMISSIONS. S. ALL MATERIALS USED WILL BE NEW AND BEAR U.L LABELS WHERE REQUIRED AND MEET APPROPRIATE N.E.M.A. STANDARDS. 6. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS WILL BE INSTALLED AS NOTED ON THE DRAWINGS. 7. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST, ANY DEFECTS OR OTHER FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS. 8. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND/OR MATERIAL, PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY DISCREPANCIES, CONTACT THE CONSTRUCTION MANAGER BEFORE PROCEEDING WITH THAT WORK. 9. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. N THE EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, CONTRACTOR SHALL NOTIFY ARCHITECT. FIGURED AND CALCULATED DIMENSION TAKES PRECEDENCE OVER SCALED MEASUREMENTS. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESS DETAILED OR NOTED OTHERWISE 10. ADD SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR EQUIPMENT SHOWN OR SPECIFIED TO BE ATTACHED TO THE WALLS. PROVIDE ADDITIONAL STRUCTURAL SUPPORT (ANGLES, CHANNELS, ETC,) WITHIN WALLS WHERE THE WEIGHT - OF ATTACHED ITEMS OR EQUIPMENT IS TOO GREAT TO BE SUPPORTED BY METAL STUDS. PROVIDE BLOCKING FOR OWNER FURNISHED OR INSTALLED ITEMS. 11. ALL FINISHED FLOOR ELEVATIONS REFER TO ARCHITECTURAL DRAWINGS ONLY. REFER CIVIL DRAWINGS FOR RELATIONSHIP TO PROJECT BENCHMARK(S). - 12. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BYTHE CONSTRUCTION MANAGER. NO ALTERATIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON WRITTEN ORDER BY THE CONSTRUCTION MANAGER. 13. WEATHER CONDITIONS: CONTRACTORS WILL PROTECT ALL PARTS OF THEIR WORK FROM WEATHER DAMAGE DUE TO FROST, RAIN, HEAT, ETC. AND WILL MAKE GOOD TO THE SATISFACTION OF THE CONSTRUCTION MANAGER AND/OR GENERAL CONTRACTOR ANY PORTION OF THE WORK WHICH MAY HAVE BECOME DAMAGED. 14. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED OSHA STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD HARMLESS BY THE OWNER, GENERAL CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE/ACTUALJPOST CONSTRUCTION PHASES OF THIS PROJECT. 15. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED BY EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES, ALONG WITH A BROOM FINISH AT THE END OF EACH WORKING DAY. 1 b. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT CENTERLINE OF DOORS TYPICALLY, 17. PAINT ALL WALL SURFACES, DOOR FRAMES, BULKHEADS AND CEILINGS IN ROOMS WHERE INDICATED ON ROOM FINISH SCHEDULE. PAINT BEHIND ALL MOVEABLE ITEMS ADJACENT TO WALLS RECEIVING PAINT AND RELOCATE fEMS. 18. ALL WEATHER - EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING AND EXTERIOR OPENINGS SHALL BE FLASH ED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. 19. ALL PLAN DIMENSIONS ARE TO FINISHED FACE OF FINISHED WALLS, FACE OF MASONRY, AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. 20. VERIFY ALL ELEVATIONS AND DIMENSIONS OF STRUCTURAL ELEMENTS WFTH ARCHITECTURAL DRAWINGS. IN CASE OF CONFLICT, NOTIFY ARCHITECT. THE CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR THEM. ALL DIMENSIONAL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 21. PLANS FOR MODIFICATIONS TO EXISTING FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS, SHALL BE SUBMifTED TO THE BUILDING DIVISION AND APPROVED BY THE FIRE DEPARTMENT BEFORE EQUIPMENT IS ALTERED OR MODIFIED. OWNER: ENGINEERING TEAM (MECH./PLUMPING): SHASTA BEVERAGE PLUMP ENGINEERING INC. 1227 ANDOVER PARK E 914 E KATELLA AVENUE TUKWILA WA 98188 ANAHEIM, CA 92807 CONTACT: MOSTAFA ZUBAIR CONTRACTOR: TEL: {714) 385-1835 PROCON DEVELOPMENT INC. EMAIL: MAZUBAIR@PEICA.COM 4522 KATELLA AVE. LOS ALAMBOS, CA 90720 CONTACT: GUY CASTILLO ENGINEERING TEAM (ELECTRICAL): PLUMP ENGINEERING INC. TEL: (562)756-4412 EMAIL: GCASTILLO@PROCONGC.COM 914 E KATELLA AVENUE ANAHEIM, CA 92807 CONTACT: ADEL POURSHARIF ARCHITECT & ENGINEERING TEAM: TEL: (714) 385-1835 - PLUMP ENGINEERING INC. EMAIL: APOURSHARIF@PEICA.COM 914 E KATELLA AVENUE ANAHEIM, CA 92807 CONTACT: GREG PANEK TEL: 71d 385-7835 - { ) EMAIL: GPANEK@PEICA.COM - GENERAL stamp: jt Q A, P A G p 1NASy fyGy A Q N 34218 pr Pf'C FS t S7 ER S/ANAL ECG EXP. 03/+9120 G001 COVER SHEET - - G002 EMERGENCY EXITING PLAN ACCESSIBILITY NOTES & DETAILS ARCHITECTURAL A000 SITE PLAN AT00 FLOOR PLAN / FINISH SCHEDULES / DETAILS A701 REFLECTED CEILING PLAN avry.ag eabyRia,ed x k,0 E Rch ayibrgp�petca.can (:.,. n-rni �v i' rRem ""�' ° Richarclf LIr1'1' E gnaering 6' � ae �y e�wrcrmmis r 2d>e:+ias :Ci3? --"-�eRtbbSbrcd i 7 03/26/2019 V yj yj / GI` O ^ ' W 0 I 1 1 ! , ■ > �� UJ � � CO , . � � YO C .� 00 G < n/ > Q 1�� O N p ` A �/ ! Q \„� `L 6 TT W c ...1� J CAI ♦ ) iV .� fN ti+ IUj a A200 CMU WALL SECTION _ STRUCTURAL Soot GENERAL NOTES 5002 GENERAL NOTES S100 SITE PLAN PROJECT SUMMARY S101 PARTIAL FOUNDATION PLAN & PARTIAL ROOF FRAMING PLAN S200 SECTIONS &DETAILS SCOPE OF WORK: ADD A 20'-0" HIGH CMU WALL WITH NO CEILING, EXIT SIGNAGE, AND INFILL TWO ROLL UP DOORS WITH CMU BLOCK. - APPLICABLE BUILDING CODES: BUILDING 2015 INTERNATIONAL BUILDfNG CODE W/ WASHINGTON AMENDMENTS FIRE 2015 INTERNATIONAL FIRE CODE WJ WASHINGTON AMENDMENTS PLUMBING 2015 UNIVERSAL PLUMBING CODE W/ WASHINGTON AMENDMENTS MECHANICAL 2015 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON AMENDMENTS ELECTRICAL 20151NTERNATIONAL ELECTRICAL CODE W/ WASHINGTON AMENDMENTS ACCESSIBILITY 2015 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMENDMENTS ENERGY CODE 2015 WASHINGTON STATE ENERGY CODE BUILDING DATA CONSTRUCTION TYPE: II-B AUTOMATIC SPRINKLER SYSTEM: YES NUMBER OF STORIES: 1 PROJECT DATA:S) ZONE: TUC-WP (TUKWILA URBAN CENTER -WORKPLACE) OCCUPANCY: S-1 AREA OF WORK: 412 S.F. (NEW ADDITIONAL ELECTRICAL ROOM) ���� .�T.�'�` �-----..�----.._ �—c, FIELD COPY J� Permit No. O� T I11S Set Of COnStfUCilOn 00CUmentS Shall be kept at the Site of work and Shall be open to Inspection by the Building Official or a duly authorized representative. City of Tukwila BUILDING DIVISION S300 STRUCTURAL DETAILS s301 STRUCTURAL DETAILS MECHANICAL MI00 GENERAL NOTES &SPECIFICATION MI01 FLOOR PLAN ELECTRICAL �- E001 GENERAL NOTES, SYMBOLS LIST, LIGHT FIXTURE/PANEL SCHEDULES & SLD E002 ELECTRICAL DETAILS Etoo POWER &LIGHTING PLAN - - 1' ar) 4,'S ~ grace a ate REVISIONS I-- W LU _ F— gi s= ar N FOR CITY SUBMITTAL ITTAL VICINITY MAP ^--- ' I 'r_-L;1-Ci:. . �, t a 7 x Y T+ * III, r L` £ F dT at a .. �.� e Sr-,.+�g : r "t�"�..� 'e + ' �, � .: T''^' u az "� .` s r a sV #, �.r • £ i r r� _ a "a r r x r ^ r' «- - ( .,a.. I s i a k, ,e 1 '� _..yv - fi t s '4i "= k ,tea `�. ' P. Z' s 4,T t v * ' C,k y, i �- z F �£'s f i , ?``�^ ° •- -�'� f - fp '; ''"y' �° �'�' i^� I t �15 s a j 1 i T'rw r a Ji �? f - �*"^r - 2 ` �J,t}„,� .rs_->o=A fi (t h, ---Ti IZ- �g3 '= .-'�`z #-* P''ARNWRIM4 �,-+' _j X $y i -z,� r E ., a a'5 ` ,•_ yea, �Ak ;rriF=g Y ,;r f �"3'"• r ,� i a ,r k� $ m •f ' - `' J �,(�y,,y z. Z ( -1 t' r ; > f L' t 11 w` ) -i -T r .� TT� + -m 1 1 # iT� J T �� P 3� Is I tT kTt ' Tt 1> ,.. :>,,M* (.7y ``�INFO. A �Z0 I 1 0 U I a RI _ ,#y. ECEIVE:D NOTES EM APR2 t. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES ( POWER POLES, PULL -BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DECAYS AND/OR ADDITIONAL EXPENSES. CITY OF TUKWILA1 + - Prol-I Me g� . SP time: sm�: Projec5 F7umber. 1902097 SHEET NUMBER GO-0 1 W A NA WE ME i, UU EXIT NOTES i. EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED OR EXTERNALLY ILLUMINATED. 2. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX). 3. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SECTION 2702, 4. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES (1013.3) 5. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF POWER LOSS (1013.6.3) 6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE 1010.1.9.3 FOR EXCEPTIONS. 7. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MINIMUM 34" AND A MAX. 44" ABOVE THE FINISHED FLOOR. 8. THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 9. ALL EGRESS DOOR OPERATION SHALL COMPLY WITH SECTION 1010.1.9-1010.1.9.12 10. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BYTHE MEANS OF EGRESS IS OCCUPIED. 11. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE. 12, THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: a. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS. b. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. c. EXTERIOR EGRESS COMPONENTS AT OTHER THAN LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. " i d. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1 IN I BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. _ e. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1010.1.6 FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. / 13. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS.��=a3 L_ _ THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN �® ON -SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN _ 40' ACCORDANCE WITH SECTION 2702. NEW 14. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION 1` I I ELECTRICAL RM THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (I I LUX) AND A MINIMUM AT ANY I 4 POINT OF 0.1 FOOT-CANDLE (I LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR 412 I 12 LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO I SHALL NOT BE EXCEEDED. I� 15. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL -- - c S LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 — - - '� LYCOL BUFFEP OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN - © ' - -N TANK AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVER THE AREA OF THE ROOM AT A - HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (1205.1 AND 1205.3). 4'�i• - ( t/1 16. THE MEANS OF EGRESS SYSTEM SHALL MAINTAIN A CLEAR CEILING HEIGHT OF 7-6" xA ' ( i MINIMUM. U LEGEND AND NOTES REa ,Lios -- l36'P O IDD Mete�� EXIT LIGHT, SINGLE FACE - CEILING MOUNTED, j SHADED PORTION INDICATES FACE OF SIGNAGE Sewer Stairs & Current EXIT LIGHT, SINGLE FACE - WALL MOUNTED, Platform T r a n s f o r m e' SHADED PORTION INDICATES FACE OF SIGNAGE ® EXIT LIGHT, SINGLE FACE- CEILING MOUNTED, Sugar Load ARROW INDICATES DIRECTION MQnifOld System O 0 0 0 EXIT LIGHT, DUAL FACE - CEILING MOUNTED, ARROW INDICATES DIRECTION, SHADED PORTION y„ INDICATES FACE OF EXIT SIGN <RX EXIT ACCESS # OF OCCUPANTS EXIT TOTAL # OF OCCUPANTS XXX'_ TRAVEL DISTANCE TO EXIT ACCESS (XXX') —o 'TOTAL TRAVEL DISTANCE TO EXIT DISCHARGE' XXX - ROOM NAME XXX X r—# OF OCCUPANTS (XXX) ROOM AREA (S.F.) OCCUPANCY FACTOR ALLOWABLE ACCESS TRAVEL DISTANCE OCCUPANCY WITHOUT SPRINKLER SYSTEM (feet) WITHSPRINKLER SYSTEM (feet) B 200 300 S-1 200 250 _ _72' (14')_— i —� F �) Gurrent New Air Dryer I Air Tank I I f rC,n�eMt _j I' Y it Compressor (NewlOne) � I f Current ' Air Compressor Povrer DscPnnect (New One) 36' PROVIDED 2 I — — a o � � Current Air Compressor (Back -Up) _— ,j%hP'LIANCE APPROVED MAY 312019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF WKV4ILA MAR 2 9 2019 PERMIT CENTER (Y • . LAN q,,OC) r PROCON DEVELOPMENT 4522 Katella Ave. Los Alamitos, CA 90720 Stamp: D A. p{ G�p,R W Asy ,z- �c A ti P z 34218 QfF Pf�i sS S 1 LR�O C�'`� 6NA L ECG\ EXP. 03/19/20 (5k Plw�i' 'i` MR .h � 1 3 E Rkha �K' pei .can. { RlchardF?tun'ip O Pn�n,pplyl 91ix.', a� na�na j ;;� R` ISM' eauma Umis V 03/2612019 Z W 0 0 < 0 rvry ... ` I W wa( CO o m E < _ > O' Q' O 1 70 J N a s a to LU F— REVISIONS 318119 Z Q Q_ 0 Z_ F— x LU Z LU 0 rV LU w NOTE: (E) BUILDING FULLY FIRE SPRINKLERED =a� EMERGE 3 FIGURE 404.2.5 NOTE: THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48" MINIMUM U.N.O. PLUS WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE ACCESSIBLE DOORS IN A SERIES 17 ICC/ANSI AT17.1-2003 SCALE: NTS 1. WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED AT SIGNS, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED. 2. RAISED CHARACTERS SHALL BE DUPLICATED IN BRAILLE. RAISED CHARACTERS SHALL BE 1/32 INCH (0.8 MM) MINIMUM ABOVE THEIR BACKGROUND. CHARACTERS SHALL BE UPPERCASE CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, T L FORMS. CHARACTERS SCRIP HIGHLY DECORATIVE OR OF OTHER UNUSUAL OBLIQUE,T, SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH (16 MM) STROKE THICKNESS OF THE UPPERCASE LETTER "r' O T SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT F THE CHARACTER. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. WHERE CHARACTERS HAVE RECTANGULAR CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8 INCH (3.2 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. WHERE CHARACTERS HAVE OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/16 INCH (1.6 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTIONS, AND 1 /8 INCH (3.2 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8 INCH (9.5 MM) MINIMUM. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED CHARACTER HEIGHT. TABLE 703.3.1 BRAILLE DIMENSIONS MEASUREMENT RANGE MINIMUM IN INCHES MAXIMUM IN INCHES 0.059 DOT BASE DIAMETER TO 0.063 DISTANCE BETWEEN TWO 0.090 DOTS IN THE SAME CELL' O 0 .100 DISTANCE BETWEEN 0,241 CORRESPONDING DOTS IN TO ADJACENT CELLS' 0,300 0.025 DOT HEIGHT TO 0.037 DISTANCE BETWEEN 0.395 CORRESPONDING DOTS TO FROM ONE CELL BELOW' 0.400 1. MEASURED CENTER TO CENTER DISTANCE BETWEEN DOTS IN THE DISTANCE BETWEEN SAME CELL CORRESPONDING DOTS IN ADJACENT CELLS SINGLE BRAILLE CELL DISTASAMECELBETWEENDOTSI O O O O OO CO O RAISED DOT DISTANCE BETWEEN CORRESPONDING DOTS FROM O ffo O ONE CELL DIRECTLY BELOW 00O O0 BASE DIAMETER O O O O{0�---NO RAISED DOT BLANK CELL SPACE FIGURE703.4.3 BETWEEN WORDS 1. BRAILLE SHALL BE CONTRACTED (GRADE 2) 2. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WTH TABLE 703.3.1. THE INDICATION OFAN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS 3. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT, IF TEXT IS MULTI -LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3181NCH (95 MM) MINIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3I81NCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. 0" I MIN 7'MINI 24' 48" 24" ^. -MINA MA AI CLEAR N I M 7 (a) (c) w J w Front Approach, Pull Side HingeApproach,PullSide U v U U M U Front Approach, Push Side * If both closer and latch are provided FIGURE 403.5 CLEAR WIDTH AT ACCESSIBLE ROUTE Z D, I" MIN z _ MIN * ,.MIN 7 ( Hinge Approach, Poll Side (e) Hinge Approach, Push Side If both closer and latch are provided 48' min if both closer and latch provided z 4H 14> z i k 0" MIN (0 Latch Approach, Pull Side * 54'min dcloser is provided (gj Latch Approach, Push Side * 48' min I closer is provided MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS z (a) (b) Front Approach Side Approach MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS z V z g 0,, g _ MIN t- At 1-1 X I U Pull Side Push Side Push Side, Door Provided with Both Closerand Latch MANEUVERING CLEARANCE AT RECESSED DOORS TYPE OF USE MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION DOOR OR GATE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (beyond latch side unless noted) FRONT PULL 60 INCHES 18INCHES FRONT PUSH 48 INCHES 0INCHES' HINGE PULL 60 INCHES 36 INCHES HINGE PULL 54INCHES 42 INCHES HINGE PUSH 42 INCHES' 22INCHES' LATCH PULL 48 INCHES' 24 INCHES LATCH PUSH 42INCHES° 24 INCHES 1. ADD 12" IF CLOSER AND LATCH ARE PROVIDED. 2. ADD 6" IF CLOSER AND LATCH ARE PROVIDED. 3. BEYOND HINGE SIDE 4. ADD 6" IF CLOSER IS PROVIDED. ACCESSIBLE DOOR CLEARANCES 15 ICC/ANSI At 17.1-2003 1 SCALE: I NTS F / z -4> z z D' W # o Jam# MINz- (a) (B) (C) Front Approach Pocket or Hinge Approach Stop or Latch Approach MANEUVERING CLEARANCE AT DOORWAYS WITHOUTDOORS MINIMUM MANEUVERING CLEARANCE APPROACH P€RPENDICU OM ARALLELTO DOORWAY DIRECTION TO DOORWAS ENT�be and latch side unless noted) FRONT 48 INCHES 0INCHES SIDE' 42 INCHES O INCHES POCKET7HINGE 42 INCHES 221NCHES2 STOPIL.ATCH 42 INCHES_ 24IN :HES 1. DOORWAY WITH NO DOOR ONLY, 2. BEYOND POCKETMINGE SIDE. SIGNS / BRAILLE 20 1 ACCESSIBLE DOOR CLEARANCES]16 ICC/ANSIA117.1-2003 1 SCALE: I NTS I ICC/ANSIA117.1-2003 I SCALE: NTS 42" MIN 1. 42" < 48" X < 48" (a) (b) 180 degree turn 180 degree turn (Exception) FIGURE 403.5.1 CLEAR WIDTH AT TURN NOTES: I. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32" MINIMUM FOR A LENGTH OF 2C MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48" LONG MINIMUM AND 36" WIDE MINIMUM. 2. WHERE THE ACCESSIBLE ROUTE MAKE A 180 DEGREE TURN AROUND AN ELEMENT WHICH IS LESS THAN 48" WIDE, CLEAR WIDTH SHALL BE 42" MINIMUM APPROACHING THE TURN, 48" MINIMUM AT THE TURN AND 42" MINIMUM LEAVING THE TURN. 3. WHERE THE CLEAR WIDTH AT THE TURN IS 60" MINIMUM COMPLIANCE WITH NOTE 2. SHALL NOT BE REQUIRED, 4. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THA14 60" SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200' MAXIMUM. PASSING SPACES SHALL BE EITHER: 60" M M MINIMUM BY 60" MINIMUM; OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH FIGURE 304.3.2 WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48" MINIMUM BEYOND INTERSECTION. CLEAR WIDTHS ICC/ANSI A 117.1-2003 SCALE: NTS >20"-25" 2,MAx MAX I IT jkjl;� g Vjai, V (a) (b) FIGURE 308.2.1 FIGURE 308.2.2 UNOBSTRUCTED REACH OBSTRUCTED REACH I`2Ci]im WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48" MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15" MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 2. WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48" MAXIMUM WHERE THE REACH DEPTH IS 20" MAXIMUM. WHERE THE REACH DEPT EXCEEDS 20", THE HIGH FORWARD REACH SHALL BE 44" MAXIMUM AND THE REACH DEPTH SHALL BE 25" MAXIMUM. FORWARD REACH ICC/ANSI A] 17.1-2003 SCALE: I NTS z_ 10" MAX 10" MAX > 1O"-24" MAX (a) (b) FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH FIGURE 308.3.1 UNOBSTRUCTED REACH FIGURE 302.2 X CARPET PILE HEIGHT FIGURE 303.2 VERTICAL CHANGE IN LEVEL \X �Q :E FIGURE303.3 �E BEVELED CHANGE IN LEVEL NOTES: 1. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BEY2" MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH 303, CHANGES IN LEVEL. 2. CHANGES IN LEVEL OFYa' HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. 3. CHANGES IN LEVEL BETWEEN& HIGH ANDYs' HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. FLOOR/GROUND SURFACE 5 ICC/ANSI A117.1-2003 1 SCALE: I W=1'-O 61 �jI n h z_ X X Z pt 36" MIN 60" MIN J 36"MIN FIGURE 305.7.1 FIGURE 305.7.2 12" MI ALCOVE FORWARD ALCOVE PARALLEL 12" MINFIGURE 304.3.2 APPROACH APPROACH T-SHAPED (a) (b) TURNING SPACE FIGURE 305.7 FIGURE 304.3 (b) NOTES THE TURNING SPACE SHALL BE A TSHAPED SPACE WITHIN A 60" SQUARE MINIMUM WITH ARMS AND BASE 36" WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12" MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24" MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH DETAIL ONLY AT THE END OF EITHER THE BASE OR ONEARM. 2. ALCOVES SHALL BE 36" WIDE MINIMUM WHERE THE DEPTH EXCEEDS 24". 3. ALCOVES SHALL BE 60" WIDE MINIMUM WHERE THE DEPTH EXCEEDS 15". 10 1MANEUVERING ) 6 ICC/ANSIA117.1-2003 SCALEICC/ANSIA117.1 SCALE: NTS 1. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOW A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 4W MAXIMUM AND THE LOW SIDE REACH SHALL BE 15" MINIMUM. 2. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOW A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34" MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24" MAXIMUM. THE HIGH SIDE REACH SHALL BE 48" MAXIMUM FOR A REACH DEPTH OF IW MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 10", THE HIGH SIDE REACH SHALL BE 46" MAXIMUM FOR A REACH DEPTH OF 24" MAXIMUM. SIDE REACH 12 ICC/ANSI AT 17.1-2003 1 SCALE: I NTS 0� L X 4 o (at elevation FIGURE306.2 (b) plan O" IN TOECLEARANCE F- L 25" o "MAX' (a) elevation FIGURE306.3 (b) plan KNEE CLEARANCE NOTES: 1. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9' ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE, 2 SPACE UNDER AN ELEMENT BETWEEN 7' AND 27' ABOVE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE CLEARANCE. TOE AND KNEE CLEARANCE 1 7 ICC/ANSI A117.1-2003 SCALE: NTS 4" MAX RECEIVED CITY OF -I'uiiW ILA MAR 2 9 2019 ^' PERMIT CENTER x 2 4" MAX 4" MAX n x FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS 4" MAX 4" MAX z o d"MAX 4" MAX G X > 12" N ` (a) (b) FIGURE 307.3 POST MOUNTED PROTRUDING OBJECTS PROTRUDING OBJECTS 8 ICC/ANSI A 117.1-2003 1 SCALE: I NTS IBC ACCESSIBILITY REQ'TS 1. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS ARE STABLE, FIRM AND SLIP RESISTANTS. 2. GRATINGS LOCATED IN WALKING SURFACES HAVE GRID OPENINGS A MAXIMUM OF 1 /2" WIDE IN ONE DIRECTIONS 3. WHEN GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 4. WALKING SURFACES WITHIN EMPLOYEE WORK AREAS, CLEARANCES ON COMMON USE CIRCULATION PATHS SHALL BE PERMITTED TO BE DECREASED BY WORK AREA EQUIPMENT PROVIDED THAT THE DECREASE IS ESSENTIAL TO THE FUNCTION OF THE WORK BEING PERFORMED. 5. PROVIDE ACCESSIBLE PARKING PER SECTION 11296 IN EACH LOT OR PARKING STRUCTURE WHERE PARKING IS PROVIDED FOR THE PUBLIC OR EMPLOYEES. PAINT "NO PARKING" ON THE GROUND WITHIN EACH 8' (2438MM) ACCESS ISLE. USE 12" (154 MM) MINIMUM HIGH WHITE LETTERS THAT ARE VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. SEE FIG. I B-18B CBC SECTION 1129B.3. 6. PROVIDE CURB RAMP DETAIL. CBC 1127B.5 a.CURB RAMPS SHALL BE A MINIMUM WIDTH OF 4 FEET. b.THE SLOPE OF CURB RAMPS SHALL NOT EXCEED ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.33% SLOPE). THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMPS SHALL NOT EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10% SLOPE). CALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12 INCHES WIDE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY INCH ON CENTER. d.CURB RAMPS SHALL HAVE A DEMECTABLE WARNING SURFACE, SHALL EXTEND 36" MIN. IN THE DIRECTION OF TRAVEL FOR THE FULL WIDTH OF THE CURB RAMP ANS SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS 6" MIN. AND 8" MAX. FROM CURB LINE. (DSA IR 11 B-4) 7. PROVIDE PARKING SPACE IDENTIFICATION IN ACCORDANCE WITH CBC SECTION 1129B.4 INCLUDING: ci.EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN IN PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE AND SHALL BE UNOBSCURED BY A PARKED VEHICLE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 INCHES FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. b.AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE BELOW THE SYMBOL OF ACCESSIBILITY SHALL STATE "MINIMUM FINE $250" c.SPACES COMPLYING WITH CBC SECTION 11298.4, ITEM 2 SHALL HAVE AN ADDITIONAL SIGN STATING "VAN ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. D AN ADDITIONAL SIGN SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN ONE INCH IN HEIGHT, WITH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BYTELEPHONING THE ." e.IN ADDITION TO THE ABOVE REQUIREMENTS, THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWING SCHEMES: 1) BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT; OR 2)BY OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 36 INCHES HIGH BY 36 INCHES WIDE. SEE CBC FIGURES 11 B-I8A THROUGH I I B-18C. 8. FOR ACCESSIBLE RESTROOMS, DETAIL PER CBC 1115B.3. a.A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF 27 INCHES (686 MM) ABOVE THE FLOOR, WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60 INCHES (1524 MM IN SIZE OTHER THAN THE DOOR TO THE ACCESSIBLE WWATER CLOSET COMPARTMENT, A DOOR, IN ANY POSITION, MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN 12 INCHES (305 MM), b.DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. c.ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL COMPLY WITH THE FOLLOWING: 1. THE COMPARTMENT SHALL BE A MINIMUM OF 60 INCHES (1524 MM) WIDE. III. IF THE COMPARTMENT HAS A SIDE -OPENING DOOR, A MINIMUM 60-INCHES-WIDE (1524 MM) AND 60 INCHES -DEEP (1524 MM) CLEAR FLOOR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. !it. IF THE COMPARTMENT HAS AN END -OPENING DOOR (FACING THE WATER CLOSET), A MINIMUM 604NCHES-WIDE (1524 MM) AND 48-INCHES-DEEP (1219 MM) CLEAR FLOOR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. THE DOOR SHALL BE LOCATED IN FRONT OF THE CLEAR FLOOR SPACE AND DIAGONAL TO THE WATER CLOSET, WITH A MAXIMUM STILE WIDTH OF 4 INCHES (102 MM). MTHE WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC -CLOSING DEVICE, AND SHALL HAVE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32 INCHES (813 MM) WHEN LOCATED AT THE END AND 34 INCHES (864 MM) WHEN LOCATED AT THE END AND 34 INCHES (864 MM) WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. v. MANEUVERING SPACE AT THE COMPARTMENT DOOR SHALL COMPLY WITH SECTIONS 1133B.2.4.2 AND 1133B.2.4.3, EXCEPT THAT THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL NOT BE LESS THAN 48 INCHES (1219 MM) AS MEASURED AT RIGHT ANGLES TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. d.THE CENTERLINE OF THE WATER CLOSET FIXTURE SHALL BE 18 INCHES (457 MM) FROM THE SIDE WALL OR PARTITION. ON THE OTHER SIDE OF THE WATER CLOSET, PROVIDE A MINIMUM OF 28 INCHES (711 MM) WIDE CLEAR FLOOR SPACE IF THE WATER CLOSET IS ADJACENT TO A FIXTURE OR A MINIMUM OF 32 INCHES (813 MM) WIDE CLEAR FLOOR SPACE IF THE WATER CLOSET IS ADJACENT TO A WALL OR PARTITION. THIS CLEAR FLOOR SPACE SHALL EXTEND FROM THE REAR WALL TO THE FRONT OF THE - WATER CLOSET. e.A MINIM 60 INCHES (1524 MM) WIDE AND 48 INCHES (1219 MM) DEEP CLEAR FLOOR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. I. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 (432 MM) AND A MAXIMUM OF 19 INCHES (483 MM) MEASURED TO THE TOP OF A MAXIMUM - 2-INCH (51 MM) HIGH TOILET SEAT, g.GRAB BARS SHALL EXTEND 24" IN FRONT OF WATER CLOSET. 9. AFFIX AN INTERNATIONAL ACCESSIBILITY SYMBOL ON ALL ACCESSIBLE ENTRANCES 1117B.5.8. 10. WHERE FIXED OR BUILT-IN SEATING, TABLES, OR COUNTERS ARE PROVIDED FOR THE PUBLIC AND/OR IN GENERAL EMPLOYEE AREAS, 5%, BUT NEVER LESS THAN ONE MUST BE ACCESSIBLE, AS REQUIRED IN CBC 1122B, 1122B.1. ACCESSIBLE SEATING IS REQUIRED REGARDLESS OF SEATING TYPE (I.E. MOVEABLE) IN AMOUNT SPECIFIED IN CBC 11048.5, ITEM 4. 11. PROVIDE SEAT/SPACES FOR PEOPLE USING WHEELCHAIRS EQUALING 5% OF TOTAL SEATING, WITH AT LEAST ONE SEAT PER EACH FUNCTIONAL AREA AND INTEGRATED WITH GENERAL SEATING SECTION 1104B.5, ITEM 4. 12. ACCESSIBLE CHECK STANDS SHALL ALWAYS BE OPEN TO CUSTOMERS WITH DISABILITIES AND SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO THOSE IN WHEELCHAIRS. THE SIGN SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON BLUE BACKGROUND AND SHALL STATE: "THIS CHECK STAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITHY DISABILITIES". 13, PROVIDE TA EXIT SIGNAGE PER CBC 1011.3 AND 1117B.5.1. ARCHITECTURE & ENGINEERNG a division of Plump Engineering, Inc. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com PROCON DEVELOPMENT 4522 Katella Ave. Los Alamitos, CA 90720 Stamp: PR D. A. p G�4F WASH CGS !yc A P� y 34218 ONA IL E E-NG\�ExP. oslrel2o rp M1�S' q,'Q bYRId,aN �u O PW RP 'i..fta I RichardLF6um{rj A gE glnee ng, ao«,�aar,,,.; r } 03/26/2019 Z W (D p <0 ry LU W W < � CDO E < :S 01 Q >O U E < Q a N D REVISIONS FOR CITY SUBMITTAL 3/8/19 J _ Q H W i-Ot -,ONir'LIANCE 0 06 APPROVED w MAY 312019 O City of Tukwila Z W J m C/) W U a ngectMar:ceer: SP Dote: ~ m h $Ctlle: Prcjetl Number: 1902097 SHEET NUMBER USERNAME: ERIC CHONG PLOT DATE/TIME: 3/19/2D79 10:12 AM FRENAME J:\PROCON DEVELOPMENT\SHASTATUKWILA WA\A.19D2097 SHASTA-TUKWILA,WA- PLANT MODIFiCATION\1902097-ELECTRICAL ROOM\ACAD\ARCHITECTURAL\1902D97-A000 SITE PLAN.DWG E: a„ El f4 00 [ ��O �O Sxj y�.- � Ink a O o � xp VI d ® � II I ® o _ N + II II s > vii ;; ® — I � � tea) s I V, ,- � tT �C�I❑ R I —® Ol] _10E] DOD o � I �.3HEM - D=ElffiT =T_T_ If- E-1 ❑I❑❑❑❑❑❑ ❑❑❑❑❑ ❑1❑❑f❑❑[1��C❑❑i❑❑I t R8 � 10 ❑ ❑CN SIC?❑ CL_l- HIL ❑❑�❑❑❑❑❑❑cC ❑❑❑❑❑❑❑❑L_❑❑ ❑ ] ❑ ❑❑❑❑ 1❑G❑ ❑❑^� �J HH_ HH= =� L �_N_J❑❑C � �C�C❑ it ❑❑❑C 0EE-1 ❑C❑�❑❑=F:1 11 I ❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑C7 --❑❑❑❑❑C❑❑ oEl _ - ❑�[�❑❑❑❑❑ II I II i��r— ❑❑❑❑❑❑❑' CCn❑❑❑❑❑ 1 [❑❑❑❑ � ❑ ❑❑❑L �- Go C z n, . ❑❑( ❑� J[—ICC C Cl� I( Jl ._J❑[ ..1 ON I ❑�❑ C❑ ❑❑❑❑1❑❑ DEI� iI JC JC IL d!❑❑ ❑❑ _. 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NO PART OF THESE OUCU—NIWIIHUUI I— WRIT ILN Ytn f—ILI n Ur r UMV twu N-11 w nv, - IVI T-111 LU10 o ALL I KEYNOTES IF(E) AMONIA ROOM aNOT USED ❑3 (N) CMU WALL, SEE STRUCTURAL DWGS (E) ELECTRICAL CMU WALL I \ 0 / S MPGROUTE !®8 i®CH ,i I ARCHITECTURE & ENGINEERING (E) ROLL UP DOOR TO BE INFILLED WITH CMU BLOCK, SEE STRUCTURAL DWGS a division of Plump Engineering, Inc. ❑6 NOT USED 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 F7 (E) SWITCHGEAR PER ELECTRICAL DWGS P (714) 385-1835 F(714) 385-1834 _ www.plumpgroup.com ❑8 (E) CONCRETE SLAB 9❑ IN) KNOX BOX, SEE ELECTRICAL DWGS 2 3 A200 10 PREFAB STAIRS BY OTHERS 1 - 2 dwK,� ELECTRICAL RM 2 New Air Dryer ' ° �' o PROCON DEVELOPMENT WALL TYPES Current 101 / ( ° it Tank —_._ I ¢ I 4522 Katella Ave. Los Alamitos, CA 90720 F 7� 8"CMU BLOCK WALL X 20'-0" TALL REFER TO STRUCTURAL DWGS FOR DETAILS d G 1 � I A200 �,_ a'p,R ' / Cur ent — — — Stamp: D. A. G wash -7GBl BUFFER O TANK s S 7 7 / U B / I it Compressor of y q Ot EXISTING CMU WALL, SEE STRUCTURAL DETAIL DWGS. / -U / {N8W IGne) Current Air Compressor / p ' �,� 2 N 9 34218 �FfPf'/STEREO s % Current (Back -Up) - a� S7pNa NEW CMU WALL, SEE STRUCTURAL DETAIL DWGS. ` Air Compressor p 0 New (New One) L EN�03/v%za o / pomp u Po,� D n e r ( ( ws N�ax9b Rlaam E L �wnp LL R, ^gj E R � iolkp@ i .— 2 -- /�n�rrrr — B P,E B.1-". mp Richard fuln3, -- ie,adEa amnm�m>s 4)73x?ab5,635 — - ---- LEGEND aterR 5 5 9 O Stairs & Plotfor Current 03/26/2019 NEW CMU WALL rl I tons formes q0 i 7 EXISTING CMU WALL 0DOOR TYPE PER SCHEDULE 0 0_ PAN y I W NORTH ^ U /'''\ ® ROOM NUMBER [ ) < O ENLARGED FLOOR PLAN 2 O WALL TYPE LL r/ W > -I W 00 ROOM FINISH SCHEDULE pWp 3 00 U <C > Q FLOOR BASE WALLS CEILING ~ NORTH SOUTH EAST WEST NUMBER ROOM NAME REMARKS o (�� 0 < \„% C Q — MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH o = N 100 EXISTING ELECTRICAL ROOM (E) CON (N) POLISH — FF (N) CMU WALL PT (E) CONC. WALL PT (E) CONC. WALL PT (E) CMU WALL PT - - _ o V) W N 101 PROPOSED ELECTCAL ROOM (E) CON (N) POLISH — FF (N) CMU WALL PT I (E) CMU WALL PT (E) CONC. WALL PT (N) CMU WALL _ REVISIONS FOR CITY SUBMITTAL DOOR, FRAME AND HARDWARE SCHEDULE 318/19 FOR COIL"F'L)ANCE Q CMU WALL DOOR SIZE DOOR FRAME DETAILS MISCELLANEOUS APPKUVtU DOOR NUMBER HARDWARE SET REMARKS MM' 3 7 E2119 DOOR GLASS LOUVER DOOR WIDTH HEIGHT THICKNESS MATERIAL TYPE FINISH MATERIAL TYPE FINISH HEAD JAMB SILL RATING SIZE SIZE SIGNAGE Qom` MASONRY ANCHORS 24" 1 6-0" 8'-a' 1314' HM B FF AL B ANODIZED _ 60MIN - - - PANIC HARDWAREGi —r O.C. @ JAMB 12" O.C. @ 2 &-a, 7-0" 1-3(4" HM A FF AL A ANODIZED 3/A.100 3/A700 _ 60MIN - - - _ PANIC HARDWARE C' HEAD W O -1 Op COLORTOMATEACHSIDETCH COLOR TO MA DOOR TYPES ABBREVIATIONS DOOR HARDWARE DOOR FRAME _ "' LU 0 1/4"WOOD SHIM HOLLOW METAL FRAME PAINT • HINGE- MC KINNEY BUTT 4-1/2" X 4-1/2" T2714 . CLOSER - SURFACE MOUNTED DOOR CLOSERS SATIN BRONZE FINISH. DOOR TYPE A ry _ ALUM - ALUMINUM WD - SOLID WOOD CORE FF FACTORY FINISH W V _ FF HOLLOW METAL WOOD VENEER -STAIN AND HM (612) INTERIOR LCN #4040 SUPER SMOOTHE WITH PAINTED HINGES SHALL BE AS REQUIRED 8Y S BOTH THE ALUMINUM FINISH, COVER, ARM AND BRACKET. NFPA-80 AND THE DOOR MANUFACTURER'S VERIFY COLOR OF PAINT TO USE. ALUMINUM FRAME, BY WILSON PARTITIONS 2-1/2" WIDE, BLACK DURO FINISH. < Z2 —I z FILL SOLID WITH MORTAR PT PAINT GRAIN TO MATCH EXISTING STANDARDS. USE TALL BEARINGS ON ALL . DOOR STOPS - BUILDERS BRASS #DNS2000 DOME DOORS WITH CLOSERS, STOP SATIN BRONZE (612) . LOCK SET- SCHLAGE L9040-03A, L9070-03A OR nECFIVED UJ Prq�rr�o SP L9080-03A WITH ROSE AND HEAVY DUTY LEVER . THRESHOLDS AND WEATHER STRIPPING SHALL BE CITY OF T U!iWILA oma: HARDWARE SATIN BRONZE (612) FINISH. PEMKO OR REESE scaa V� . LATCH SET- SCHLAGE L9010-03A WITH ROSE AND . ALLTENANT SUITE ENTRY DOOR FRAMES SHALL BE MAR 2 9 2�i9 HEAVY DUTY LEVER HARDWARE SATIN BRONZE ALUMINUM WITH PEMKO SEAL SET 588. PROVIDE FINISH. m H p,g�, N`""b. A B (612) DROP SEAL SETS ON ALL RATED DOORS PEMKO 434AR-FULL MOTiSE OR 535-FULL ORTISE. PERMIT CENTER 1902697 S H E E T N U M B E R DOOR JAMB/HEAD DETAIL 3 ENLARGED FLOOR PLAN / DETAIL / FINISH SCHE ULES 1 Al 00 a i LEGEND ip SAME AS TYPE "D" EXCEPT WITH EMERGENCY LED DRIVER, AND WITH MIN. OF 90 MINUTES BATTERY BACK-UP. REFER TO ELECTRICAL DWGS. A—L 1 C 1'X4' LED LINEAR HIGHBAY LIGHT FIXTURE ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. 914 E. KATELLA AVENUE _ ANAHEIM, CALIFORNIA 92805 EXIT SIGN, SINGLE FACE - WALL MOUNTED. SHADED PORTION INDICATES FACE OF EXIT SIGN P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com (N) CEILING EXHAUST, SEE MECHANICAL. DWGS ® (N) 8" X 8" RETURN DUCT UP THRU ROOF eC I ee' I 'DEVELOPMENT INC. PROCON DEVELOPMENT 4522 Katella Ave. Los Alamitos, CA 90720 Stamp: APR Q A. AL WAS// O 2 34218 �FSS 01 T L �L�NG\�[xa. 20 ---- �l byYR`��bYRiMaM nd �.� tx-^'D1rFSs' ----- RichardUp 9 enng a, ICr'�`�,e arm,armm: ELECTRICAL ROOM WILL f' e 0{�Qly-4I3&i1836 BE OPEN TO STRUCTURE j Current New Air Dryer Air Tank ( U ¢ d 03/26/2019 L / _ z Curly n———— cOL suFFeRy U \ t Compressor pr Current Wa _v I Air Compressor O E_ { Current Air Compressor One)Uj ( (Back -Up) 0 ry O 5 coma$ Eewer Dl connect (New v U U I W / bi Q CO ii o CO ID Q FV j -Mete Q 0V) Stairs & Platf orr Curren t TransForr e, EQ Q- o 11-1 N o v) W 1— n_ REVISIONS \ \ \ \ FOR CITY SUBMITTAL 3019 L&,'LiANCE PROVED @�kY 31 21Ui9 Z City of Tukwila U1 BUILDING DIVISION Z J_ 15 U nECFIVED CITY OF TUKWILA � w MAR 2 9 2019 U PERMIT CENTER Lu w ry Prgect Ngnogar. $ P Ql F Daie: sFale: PLAN NORTH N Nci-I Number: 19020,97 009 SHEET NUMBER Al 01 REFLECTED CEILING PLAN 1 4 0 E PwIlMIMMUP8. ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. 914 E. KATELLA AVENUE - ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com 6 5 6 10 6 6 5 '�"'affit6td� 4 -- I ve�ta«�.: 7)1$'IiEirbPryIEENT TPTC 4 LL PROCON DEVELOPMENT \X 4522 Katella Ave. Los Alamitos, CA 90720 s 7 Stamp: 1 1 PPDA.p WASy4, �o y 34218 SIONA 'A L N� UP. (( Q�IIy-pg �`{by RlcfiaM / Richard l lurtt[ gala a 1 / / M4 i 14) 18n 8 / / / / 03/26/2019 z 2 / / W A /A / O /i 2 Q O ry UJ Cv > J U-1 W Q 00 omUCL�0- <rV E > < / o F— 0 / / Q C) C EQ Q. A 0 UJ / / o ♦ W C14 FD // REVISIONS / / / 1 FOR CITY SUBMITTAL / 318119 (N) BRACE BY PER STRUCTURAL T • . M(N) 8" CMU BLOCK, REFER TO STRUCTURAL FOR DETAILS 9 ,- _ lhll -1 3❑ (N) FOOTING BY PER STRUCTURAL ❑4 (E) 4X BLK G W/'HHUS' HGR. EA END, PER STRUCTURAL 31_ I�-�- 3 - ON 1-LI NCE O(E) PLYWOOD I ail APPROVE.. ❑6 (E) PURLIN PER STRUCTURAL MY 91201 Z O ❑7 (E) GLB PER STRUCTURAL 81 (N) REBAR PER STRUCTURAL Cityof Tu BUILDING DIV a ION UJ v> F] (N) PLYWOOD SHEATING J to (E) SUB PURUN PER STRUCTURAL < nECF lVEn CITY OF UK%VILA MAR 2 2019 U ftj- Manoger. sP PERMIT ENTER Dole: 2)/ N y Nci-t Number. 1992097 SHEETNUMBER KEY NOTES X SECTION 2 SECTION 1 O 3/16=1'-0" 1 j3116"=l'-9'j3J16"=1'-0" GENERAL REQUIREMENTS CONCRETE REINFORCING STEEL i. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN ALL CONCRETE CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE ACI CONSENT OF THE ENGINEER OR ARCHITECT. CODE AND SPECIFICATIONS (ACI 318-14, ACI 301). THE FOLLOWING NOTES ARE PROVIDED FOR USE AS A GUIDE TO ALL REQUIREMENTS. - 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ATTHE SITE. 1. MATERIALS FOR CONCRETE: 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN A. CEMENT SHALL CONFORM TO THE APPROPRIATE SPECIFICATION LISTED BELOW: ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, . PORTLAND CEMENT, "SPECIFICATION FOR PORTLAND CEMENT' (ASTM AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. C-150-07). 4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, . PORTLAND BLAST -FURNACE SLAG CEMENT ORPORTLAND-POZZOLAN CEMENT, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. "SPECIFICATION FOR BLENDED 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK, . UNLESS OTHERWISE PERMITTED OR REQUIRED, CEMENT SHALL BE TYPE I OR TYPE INCLUDING THAT OF ALL SUB -TRADES. 11, ASTM C-150-07 6. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY . THE CEMENT USED IN THE WORK SHALL CORRESPOND TO THAT UPON WHICH DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. THE SELECTION OF CONCRETE PROPORTIONS WAS BASED. 7. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE LOCAL BUILDING B. ADMIXTURES SHALL NOT BE USED WITHOUT WRITTEN CONSENT OF THE ENGINEER. CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES. C. WATER: 8. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS • MIXING WATER FOR CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS WATER SPECIFIED IN ASTM C-94/C94M-07. MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. D. AGGREGATES: 9. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE . AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL "SPECIFICATION FOR CONCRETE AGGREGATES" (ASTM C33-03). CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE WRITTEN APPROVAL OF THE OWNER. . FINE AND COARSE AGGREGATES SHALL BE REGARDED AS SEPARATE INGREDIENTS. EACH SIZE OF COARSE AGGREGATE, A WELL AS THE 10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE COMBINATION OF SIZES WHEN TWO OR MORE ARE USED, SHALL CONFORM TO APPROVED IN WRITING BY THE OWNER. THE APPROPRIATE GRADING REQUIREMENTS OF THE APPLICABLE ASTM 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING SPECIFICATIONS. DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. 2. PROPORTIONING: 12. SEE ARCHITECT'S SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE, A. GENERAL: 13. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND CONCRETE FOR ALL PARTS OF THE WORK SHALL BE OF THE SPECIFIED QUALITY SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB -CONTRACTORS OF ANY LIABILITY IN CAPABLE OF BEING PLACED WITHOUT EXCESSIVE SEGREGATION AND, WHEN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. HARDENED, OF DEVELOPING ALL CHARACTERISTICS REQUIRED BY THESE SPECIFICATIONS AND THE CONTRACT DOCUMENTS. 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 B. STRENGTH: THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE (F'c) FOR RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE EACH PORTION OF THE STRUCTURE SHALL BE AS DESIGNATED BELOW. STRENGTH DRAWINGS. REQUIREMENTS SHALL BE BASED ON 28-DAY COMPRESSIVE STRENGTH, UNLESS A DIFFERENT TEST AGE IS SPECIFIED. 15. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE 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 SLAB -ON -GRADE 3C00 PSI BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE CONT. FTG'S 3000 PSI ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE PAD FTG'S 3000 PSI ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. DRYPACK OR GROUT FOR BASE PLATES 4000 PSI THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN C. SLUMP: ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF UNLESS OTHERWISE PERMITTED OR SPECIFIED, THE CONCRETE SHALL BE CONSTRUCTION. PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 IN. OR LESS IF 16, THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER THE CONSOLIDATION IS TO BE BY VIBRATION, 51N. OR LESS IF CONSOLIDATION IS TO BE SUBMITTED FABRICATION OR SHOP DRAWING HAVE BEEN AS FOLLOWS: BY METHODS OTHER THAN VIBRATIONS. WATER CEMENT RATIO IS TO BE 0.5 MAX A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING D. MAXIMUM SIZE OF COARSE AGGREGATE: CHECKER WITH THEIR SIGNATURES. THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE SHALL NOT BE MORE THAN B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR AS ONE -FIFTH OF THE NARROWEST DIMENSION BETWEEN SIDES OF THE FORMS, CONFORMING TO THE CONSTRUCTION DOCUMENTS. ONE-THIRD OF THE DEPTHS OF SLABS, NOR THREE -FOURTHS OF THE MINIMUM CLEAR SPACING BETWEEN REINFORCING BARS. THESE LIMITATIONS MAY BE WAIVED IF, IN C. CONTRACTOR TO SUBMIT THE DESIRED NUMBER HARD COPIES OF SHOP DRAWINGS THE JUDGMENT OF THE ENGINEER, WORKABILITY AND METHODS OF CONSOLIDATION PLUS TWO EXTRA SETS TO ENGINEER FOR REVIEW. IF PDFS ARE SUBMITTED THE NUMBER ARE SUCH THAT THE CONCRETE CAN BE PLACED WITHOUT HONEYCOMB OR VOIDS. 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. E. ADMIXTURES: 17. STRUCTURAL OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR ARCHITECT IF PERMITTED, ADMIXTURES USED SHALL BE SUBJECT TO THE LIMITATIONS BELOW: EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHALL CONFORM TO THE 7, THE AMOUNT OF CALCIUM CHLORIDE SHALL NOT EXCEED 2 PERCENT BY REQUIREMENTS AS STATED IN IBC CHAPTER 17. WEIGHT OF CEMENT. THE AMOUNT OF CALCIUM CHLORIDE SHALL BE DETERMINED BY THE METHOD DESCRIBED IN AASHTO T260. SEISMIC FACTORS 2• FOR PRESTRESSED CONCRETE AND FOR ALL CONCRETE WHICH WILL CONTAIN EMBEDMENTS OF OR REMAIN IN CONTACT WITH ALUMINUM OR GALVANIZED METAL, IT SHALL BE DEMONSTRATED BY TEST THAT THE MIXING WATER OF THE CONCRETE, INCLUDING THAT CONTRIBUTED BY THE AGGREGATES AND ANY ADMIXTURES USED, WILL NOT CONTAIN A DELETERIOUS AMOUNT OF CHLORIDE IMPORTANCE: 1.0 ION, UNLESS PROTECTIVE MEASURES ACCEPTABLE TO THE ENGINEER ARE PROVIDED. OCCUPANCY: 11 Ss: 1.432 3, ALL ADMIXTURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S Sl: 0.534 INSTRUCTIONS EXCEPT AS OTHERWISE SPECIFIED HEREIN, SITE CLASS: D SDs 0.955 F. SELECTION OF PROPORTIONS: SDI 0.534 THE PROPORTIONS OF INGREDIENTS SHALL BE SUCH AS TO PRODUCE A MIXTURE SEISMIC D.C.: D WHICH WILL WORK READILY INTO THE CORNERS AND ANGLES OF THE FORMS AND AROUND REINFORCEMENT BY THE METHODS OF PLACING AND CONSOLIDATION EMPLOYED ON THE WORK, BUT WITHOUT PERMITTING THE MATERIALS TO SEGREGATE OR EXCESSIVE FREE WATER TO COLLECT ON THE SURFACE. 4. CONCRETE FLOOR SLABS ON GRADE SHALL BE 4" THICK (UNLESS OTHERWISE NOTED). SLABS WHICH ARE TO RECEIVE RESILIENT FLOORING CARPET OR DESIGNATED TO REMAIN EXPOSED SHALL BE TROWELLED SMOOTH. CONTRACTOR SHALL PROVIDE CONTROL JOINTS WITH A MAXIMUM AREA BETWEEN JOINTS OF 400 S.F., UNLESS OTHERWISE NOTED. MAXIMUM RATIO OF LONG SIDE TO SHORT SIDE SHALL BE 1-1/2: 1. 5. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOLDOWN ANCHORS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING OF CONCRETE. WINDFACTORS OCCUPANCY: 1.0 WIND (PRESSURE): 5.0 PSF (INTERIOR) DESIGN LOADS LOCATIONS: D.L. L.L. FLOOR 18.0 PSF 100.0 PSF WALL 10.0 PSF N/A STAIRS 10.0 PSF 100.0 PSF fed and Appro -,: Substantial Ompliance iz;y SHO 09 ultants Date 417, 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615/A-615M-04a GRADE 60, UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL BE FROM IDENTIFIED STOCK WITH MILL ANALYSIS SUPPLIED. ALL DOWELS, #4 OR SMALLER MAY CONFORM TO ASTM, A-615/A-615M-04a GRADE 40. 2. DOWELS SHALL BE PROVIDED AT POUR AND CONSTRUCTION JOINTS AND SHALL BE THE SAME SIZE AND SPACING AS THE REINFORCING SHOWN FOR THE SUBSEQUENT CONSTRUCTION, UNLESS OTHERWISE NOTED. 3. REINFORCING SHALL HAVE THE FOLLOWING MINIMUM COVER: A. CONCRETE CAST AGAINST EARTH....... 3" B. SLAB ON GRADE ...............CENTER (FOR ONE LAYER) 4. WHEN REQUIRED WELDING OF REINFORCING STEEL SHALL CONFORM TO "STRUCTURAL WELDING CODE -REINFORCING STEEL" (AWS DI-4-05). THE MILL ANALYSIS SHALL INCLUDE THE CARBON EQUIVALENCE TO ESTABLISH WELDABILITY. NO WELDING SHALL BE DONE AT THE BEND IN A BAR. WELDING OF CROSS BARS (TACK WELDING) SHALL NOT BE PERMITTED EXCEPT AS AUTHORIZED OR DIRECTED BY THE ENGINEER. 5. ALL CONTINUOUS BARS OR DOWELS OF #3 THRU #6 IN SIZE SHALL LAP 57 BAR DIAMETERS IN CONCRETE AND MASONRY UNLESS OTHERWISE NOTED. FOR BARS LARGER THAN #6 SEE , PLAN FOR SPLICE DETAILS. WIRE MESH SHALL LAP MINIMUM OF I Z% 6. BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BONDING. BENDS SHALL BE MADE COLD. 7. CONTINUOUS INSPECTION OF CONCRETE SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR'. TO PLACEMENT OF OVERLYING GRIDS OF REINFORCING STEEL. 8, ALL REINFORCING STEEL LAPS OR SPLICES SHALL BE AS INDICATED ON PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFIED, LAPS OR SPLICES SHALL BE WELL STAGGERED. 9. ALL FIELD WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706/ A-706-05a GRADE 60. WELDING SHALL BE PERFORMED BY BUILDING DEPARTMENT APPROVED CERTIFIED WELDERS USING E70XX ELECTRODES. 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. FOUNDATION 1. EXCAVATE FOR FOUNDATIONS TO THE DEPTHS SHOWN ON THE DRAWINGS BELOW UNDISTURBED SOIL OR COMPACTED EARTH, 18" MINIMUM UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, ETC. NECESSARY TO SUPPORT. CUT AND/OR FILL BANKS DURING EXCAVATION, AND FOR FORMING AND PLACEMENT OF CONCRETE. 3. CARE SHALL BE TAKEN NOT TO OVEREXCAVATE FOUNDATION AT LOWER ELEVATION. PREVENT DISTURBING SOILS AROUND FOOTINGS AT HIGHER ELEVATION. 4. FILLING AND BACKFILLING SHALL BE INSPECTED AND APPROVED BY THE CITY INSPECTOR PRIOR TO FORMING. 5. ALL FILL AND BACKFILL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR. 6. FILLING AND BACKFILLING SHALL BE COMPACTED TO A MINIMUM OF 90% OR MORE IF SO NOTED, OF MAXIMUM DENSITY IN ACCORDANCE WITH THE ASTM TEST METHOD D-1557-02e01. FLOODING BACKFILL IS NOT PERMITTED. 7. WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATION PRIOR TO PLACING OF CONCRETE. CARE SHALL BE TAKEN SO AS NOT TO DRY OUT UNDERLYING NATURAL SOILS. DESIGN VALUES SOIL BEARING PRESSURES: 1500 PSF. CONT. FTG'S PER IBC TBL. 1806.2: 1500 PSF. PAD FTG'S LATERAL PRESSURES: 100 PCF. PASSIVE 60 PCF. ACTIVE (ASSUMED) 100 PCF. AT REST (ASSUMED) 0.20 Cf COEFF. FRICTION SOIL CLASSIFICATION CL, ML, MIA, & CH WHERE A BUILDING OFFICIAL DETERMINES THAT IN -PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1500 PSF ARE LIKELY TO BE PRESENT AT THE SITE, THE ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM AND SHALL BE FABRICATED ACCORDING TO AISC PRACTICE AND SPECIFICATIONS FOR BUILDING. 2. PLATES & BARS SHALL CONFORM TO ASTM A36/A36M-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 KSI) 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 OTHERWISE NOTED, ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE WITH 7/8" D A325-N. HOLE SIZE SHALL BE BOLT DIAMETER PLUS I /i 6". 7. ALL CONNECTIONS USING ASTM A325 BOLTS SHALL BE TORQUED EITHER BY TURN OF THE NUT' METHOD OR BY CALIBRIATED TORQUE WRENCH PER AISC. 8. 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. %w .Or- / a 6 PLU Pi n ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. _ 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 a P (714) 385-1835 F(714) 385-1834 c www.plumpgroup.com rT i tr^'t VFF`1S DNA t1 E F-NG\�CxP. 05103/19 0s/ts/20 U z W CD p <C O ry 06000 > _j L.0 W Q 00 00 CoU �° OD E ^' I..L O" > Qy <UQ6 W 1- REVISIONS FOR CITY SUBMITTAL 318119 \ PLANCHECK 4/22119 W , ,6 1_IANCE o Z J of Tukwila < BU 211QD VISION L.L.i Z LU t.� Project Mmwge SIP Data: H vz score: Project Numb- 19020971 SHEETNUMBER FRAMING LUMBER FRAMING LUMBER CONT. SPECIAL INSPECTION ABBREVIATIONS 1. 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 PLYWOOD WALL SHEATHING, ROOF, AND SUBFLOOR 3/8" PLYWOOD SPECIAL INSPECTION BY A DEPUTY REGISTERED INSPECTOR APPROVED BY THE BUILDING DEPARTMENT SHALL BE PROVIDED FOR THE FOLLOWING: (UNLESS NOTED OTHERWISE:) A.B. ANCHOR BOLT ABV. ABOVE AN APPROVED GRADING AGENCY, EXCEPT EXPOSED LUMBER SHALL BEAR NO MARKINGS .................. Ed WHICH WILL BE VISIBLE AFTER INSTALLATION. 1/2" PLYWOOD .................. 10d SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: A/C. AIR CONDITIONING 2. FRAMING LUMBER SHALL BE DOUGLAS FIR, S4S, UNLESS OTHERWISE NOTED. THE FOLLOWING 1/2" PLYWOOD 10d ALT. ALTERNATE GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES, UNLESS OTHERWISE NOTED: ... ....... ...... 0 NO SPECIAL INSPECTION REQUIRED @ AT ITEM MINIMUM GRADE 5/8" PLYWOOD .................. 10d d]. PLACEMENT OF ALL CONCRETE WITH fc OF GREATER THAN 2,500 PSI BLK. BLOCK PLUMPGFIOUPE STUDS: 3/4'PLYWOOD .................. 10d d2. BOLTS INSTALLED IN CONCRETE. PRIOR TO PLACEMENT OF CONCRETE AROUND BOLTS. BLK'G BLOCKING ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. 2 1 'THICK, 4!' WIDE (STUD HT.=8'-V MAX.)..CONSTRUCTION GRADE ADDITIONAL NAILING NOTES: 03. SPECIAL MOMENT -RESISTING CONCRETE FRAME. B.M. BEAM B.N. BOUNDARY NAIL 914 E. K A T E L L A AVENUE Z'THICK,,VTO 8'* WIDE ........... NO 1. OR BETTER A. ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED ON DRAWINGS. C CAMBER ANAHEIM, CALIFORNIA 92805 STRUCTURAL LIGHT FRAMING: B. PLYWOOD SHEATHING SHALL BE NAILED AS FOLLOWS UNLESS OTHERWISE NOTED ON 4, REINFORCING STEEL AND PRESTRESSING STEEL TENDONS. CE CENTERLINE P (714) 385-1835 F(714) 385-1834 2" TO 4" THICK, Z'TOf'WIDE ....... NO, I OR BETTER DRAWINGS: 0 4.1 DURING ALL STRESSING AND GROUTING OF TENDONS IN PRESTRESSED CONCRETE. C.J. CEILING JOIST www.plumpgroup.com STRUCTURAL JOISTS AND PLANKS: BOUNDARY NAILING N, o.c. DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS FOR ALL CONCRETE REQUIRED TO 4.2 CONC. CONCRETE 2" TO 4" THICK, 6" AND WIDER. NO. 1 OR BETTER EDGE NAILING 6' o.c. 0 HAVE SPECIAL INSPECTION BY ITEM 1. CONT. CONTINUOUS DORd NAIL PENNY BEAMS AND STRINGERS: FIELD NAILING 12' O.C. 5. WELDING DBL. DOUBLE S'AND THICKER, B' AND WIDER ....... NO. I OR BETTER POSTS AND TIMBERS: C. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. M", 5.1 CONTINUOUS INSPECTIONS DURING WELDING OF ANY MEMBER OR CONNECTION EXCEPT: DF. DOUGLAS FIR DEPT DOUGLAS FIR 9. MISCELLANEOUS ITEMS, WHERE APPLICABLE: e WELDING DONE IN AN APPROVED FABRICATORS SHOP. S'X S'AND LARGER ............. NO. I OR BETTER 3. MAXIMUM STUD HEIGHT SCHEDULE AT NON -BEARING WALLS (LATERALLY BRACED) 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. CONTINUOUS INSPECTION IS NOT REQUIRED FOR: PRESSURE TREATED 0 DIAMETER DO REPEAT FRAMING 2 X 4 AT 16" o.c........... 12'- (Y' C. FASCIA: NO. 1, EXPOSED HEMLOCK OR SPRUCE, SELECT FOR APPEARANCE. o SINGLE -PASS FILLET WELDS NOT EXCEEDING 5116' E.F. EACH FACE 2 X 6 AT 16" o.c........... 18'- 0" D. EXTERIOR TRIM: NO. 1, EXPOSED D.F., SELECT FOR APPEARANCE. * FLOOR AND ROOF DECK WELDING ELEV. ELEVATION 2 X 8 AT 16" o.c ........... 23� - 0"LI.O.N. EQ. EQUAL 4. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD PS-1-09. PLYWOOD SHALL, I BEAPA 10. (MIN.) HEADER AND CEILING JOIST SCHEDULE FOR UPPER MOST FLOOR. MIN TO BE USED o WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS. EQUIP. EQUIPMENT GRADE STAMPED, INCLUDING PANEL INDEX NUMBER. ROOF SHEATHING SHALL BE 1/2'CD-X UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS TO INFORMATION. E.W. EACH WAY STRUCTURAL 1, PJ. 32/16, UNLESS OTHERWISE NOTED. SEE SHEAR WALL SCHEDULE FOR SHEAR 11. ALL BOLTS THRU WOOD SHALL HAVE STANDARD WASHERS EXCEPT WHERE METAL SIDE PLATES 9 WELDED SHEET STEEL FOR COLD -FORMED STEEL FRAMING MEMBERS -SUCH AS STUDS AND JOISTS E.N. EDGE NAIL PANEL SHEATHING. ROOF SHEATHING AND SHEAR PANELS SHALL BE IN PLACE AND INSPECTED ARE SPECIFIED. BOLT HOLES SHALL BE NOT MORE THAN 1/1 6'LARGER THAN THE BOLT (E) EXISTING Stamp: BY THE BUILDING OFFICIAL PRIOR TO COVERING.' INSTALL WITH FACE GRAIN ACROSS SUPPORTS DIAMETER, UNLESS OTHERWISE NOTED. o WELDING OF STAIRS AND RAILING SYSTEMS EXT� EXTERIOR . AND ALL JOIST SHALL BE BLOCKED EXCEPT WHERE NOTED ON PLANS. 12. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WITH 5/8" X 10" LONG ANCHOR BOLTS AT 6-g' El 5.2 SPECIAL MOMENT -RESISTING STEEL FRAMES. FLR. FLOOR 5. ALL OPENINGS THRU ROOF SHALL BE NAILED PER BOUNDARY NAILING OF PLYWOOD o.c., W/ 36"xl /4!'PLATE WASHERS, UNLESS OTHERWISE NOTED, F.O.B FACE OF BEAMpC RDA. ' DIAPHRAGM NAILING REQUIREMENTS. 13. BRIDGING OF JOISTS OR RAFTERS: (MAX) PROVIDE BRIDGING AT I U-O" o.c. FOR ROOF RAFTERS NON-DESTRUCTIVE TESTING IS ALSO REQUIRED. F.O.S. FACE OFSTUD WAS 6. ALL GLUE LAMINATED MEMBERS AS SHOWN ON PLANS SHALL BE IN ACCORDANCE WITH A.I.T.C. AND 8'-0" FOR FLOOR JOIST. PROVIDE 2X SOLID BLOCKING AT ALL BEARING LOCATIONS. (MIN. ❑ 5.3 WELDING OF REINFORCING STEEL. FTG. FOOTING ? SPECIFICATIONS. ADHESIVES SHALL BE WATER RESISTENT INTERIOR W.C.L.A. SPECIFICATION TWO BOLTS PER MEMBER 6" IN FROM ENDS) F.G. FINISH GRADE COMBINATION (SEE BELOW) INDUSTRIAL APPEARANCE GRADE. A.I.T.C. INSPECTION El 6. HIGH STRENGTH BOLTING CERTIFICATES SHALL BE FURNISHED WITH EACH BEAM. SUBMIT SHOP DRAWINGS TO THIS 14. ALL HOLDOWNS (HD) CONNECTION FROM ROOF MEMBERS TO WALL SHALL BE ON BOTH SIDES F.V. FIELD VERIFY ENGINEER FOR REVIEW PRIOR TO FABRICATION. OF THE WOOD MEMBER. 7. STRUCTURAL MASONRY GA. GAUGE o y 34218 SIMPLE SPAN BEAMS 24F - V4 15. DIAPHRAGM NAILING NOTE: WHERE 8d NAILS ARE SPACED 2-1/2' o.c. OR 10d NAILS ARE E] 7.1 OTHER THAN FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY, DURING PREPARATION AND TAKING OF GALV. GALVANIZED NAL CANTILEVERED BEAMS 24F - V8 SPACED 3" o.c. HAVING A MINIMUM PENETRATION OF 1-5/8" INTO THE SUPPORTING MEMBER, ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF GLB. GLUE LAMINATED BEAM 05/03/19 THE SUPPORTING MEMBER SHALL BE A 3 X MINIMUM AND THE NAILS SHALL BE STAGGERED. REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND HDR. HEADER 7. FRAMING HARDWARE SHALL BE SIMPSON "STRONG -TIE" CONNECTORS OR EQUAL. ALL 16. ROOF DESIGN LOADS: THE LOADS GIVEN ARE MINIMUM DESIGN LOADS. PROVIDE DURING ALL GROUTING OPERATIONS. HORIZ. HORIZONTAL SUBSTITUTES SHALL BEAR I.C.C. APPROVAL, UNLESS OTHERWISE INDICATED ON DRAWINGS. ALL FLUSH WOOD TO WOOD CONNECTORS SHALL BE MADE WITH "SIMPSON" METAL HANGERS AS ENGINEERS, FOR THEIR REVIEW, ANY MECHANICAL EQUIPMENT NOT SHOWN ON THESE M 7.2 FOR FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY DURING PREPARATION AND TAKING OF ANY INT. INTERIOR FOLLOWS: DRAWINGS AND ANY SPRINKLER MAINS PROPOSED TO BE SUPPORTED BY THE ROOF REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF JST. JOIST 2 X 4, 6, & 8 MEMBERS ......... "U'SERIES STRUCTURE. FURNISH SIZES, WEIGHTS, AND LOCATIONS. REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING MAX. MAXIMUM OPERATIONS. MECH. MECHANICAL 2 X 10, 12, 14, & 16 MEMBERS ....... HU" SERIES MIN, MINIMUM 4 X & LARGER .............. "HUTF'SERIES 0 8. DURING MIXING AND PLACING OF CLASS B REINFORCED GYPSUM CONCRETE. N.T.S. NOT TOSCALE 8. NAILING SCHEDULE, TYPICAL UNLESS OTHERWISE NOTED ON DRAWINGS: El 9. DURING APPLICATION OF INSULATING CONCRETE FILL WHEN PART OF A STRUCTURAL SYSTEM. O.C. ON CENTER CONNECTION COMMON NAILS OPNG. OPENING 1. JOIST TO SILL OR GIRDER, TOENAIL Md MASONRY [1 10. SPRAY APPLIED FIRE PROOFING. R.R. ROOF RAFTERS 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d 0 IT. PILING, DRILLED PIERS AND CAISSONS. DURING DRIVING AND CONSTRUCTION OF CAST -IN -PLACE DRILLED REINF. REINFORCING PILES OR CAISSONS. R.O. ROUGH OPENINGS J 3. 1 "x6'SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d SHGT. SHEATHING 4. WIDER THAN V'x6" SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d 1. MASONRY UNITS FOR HOLLOW UNIT MASONRY CONSTRUCTION SHALL BE TYPES" MEDIUM El 12. SHOTCRETE. DURING THE TAKING OF TEST SPECIMINES AND PLACING OF ALL SHOTCRETE. SQ. SQUARE 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d WEIGHT UNITS CONFORMING WITH ASTM C-90-06b. CONSTRUCTION SHALL CONFORM WITH STD. STANDARD z ALL APPLICABLE CODES AND ORDINANCES. fm=1500 PSI. SPECIAL GRADING, EXCAVATION AND FILLING. DURING EARTH -WORK EXCAVATIONS, GRADING AND 0 13. & SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d @ 16" O.C. FILLING OPERATIONS INSPECTIONS ARE TO SATISFY REQUIREMENTS OF THE GRADING SECTION OF THE CODE. SPECS. SPECIFICATIONS 2. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED OF I PART PORTLAND T&B TOP & BOTTOM SOLE PLATE TO JOIST OR BLOCKING @ BRACED WALL PANEL 3-16d @ 16" O.C. CEMENT, 1/2 MAXIMUM TO 1/4 MINIMUM PARTS LIME PUTTY OR HYDRATED LIME AND 2-1/4 TO [:3 14� SMOKE CONTROL SYSTEMS. SEE ARCHITECT FOR ADDITIONAL INFORMATION IF REQUIRED. T&G TONGUE & GROOVE V) BRACED WALL PANELS 3 PARTS CLEAN WASHED SAND. MORTAR TO BE TYPE "S' WITH AN ULTIMATE COMPRESSIVE TYP. TYPICAL yj 7. TOP PLATE TO STUD, END NAIL 2-16d STRENGTH OF 2,000 PSI AT 28 DAYS. REFER TO 2015 I.B.C. 8. STUD TO SOLE PLATE, TOENAIL 4-8d 3. GROUT SHALL BE PROPORTIONED BY VOLUME AND SHALL HAVE SUFFICIENT WATER ADDED U.N.O. UNLESS NOTED OTHERWISE 0 0 TO PRODUCE CONSISTENCY FOR POURING WITHOUT SEGREGATION. FINE GROUT, FOR USE IN VERT. VERTICAL STUD TO SOLE PALTE, END NAIL 2-16d SPACES 4" OR LESS IN BOTH HORIZONTAL DIMENSIONS SHALL BE COMPOSED OF I PART ADDITIONAL SPECIAL INSPECTION ITEMS SPECIFIC TO THIS JOB: WD WOOD < 9. DOUBLE STUDS, FACE NAIL 16d @ 2,V'O.C. PORTLAND CEMENT, TO WHICH MAY BE ADDED NOT MORE THAN 1 /10 PART HYDRATED LIME OR LIMEFUTTY, AND 2-1/4 TO 3 PARTS SAND, AND NOT MORE THAN 2 PARTS PEA GRAVEL. VERIFY THAT THE SOILS CONDITIONS ARE IN SUBSTANTIAL CONFORMANCE WITH THE SOILS INVESTIGATION W1 WITH 0 10. DOUBLE TOP PLATES, TYPICAL FACE NAIL 16d @ 16" O.C. 0 A. W.W.F. WELDED WIRE FABRIC ry GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (Pc) OF 2,000 PSI AT 28 DAYS. REPORT. Uj DOUBLE TOP PLATES, LAP SPLICE 8-16d 4. GROUT ALL CELLS SOLID, UNLESS OTHERWISE NOTED. ALL ISOLATED BOLTS EMBEDDED IN 0 B. VERIFY THAT THE FOOTING EXCAVATIONS EXTEND TO THE PROPER BEARING STRATUM. 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, 3-8d MASONRY SHALL BE SOLID GROUTED IN PLACE WITH A MINIMUM OF 2 INCHES OF GROUT > __j Lli TOENAIL SURROUNDING BOLT. El C. ALL EXPANSION ANCHOR INSTALLATIONS INCLUDING CLEANOUT AND TORQUE TEST. 12. RIM JOIST TO TOP PLATE, TOENAIL 8d @ 6" O.C. 5. PROVIDE IIZ'DIAMETER ANCHOR BOLTS AT 2'-0" O.C. VERTICALLY WHERE WOOD STUDS AND D. ALL EPDXY ANCHOR SYSTEMS INCLUDING CLEANOUT AND INSTALLATION. 3 00 0 Co 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d MASONRY WALLS ADJOIN, TYPICAL UNLESS OTHERWISE NOTED. U Co El E. PLACEMENT OF ANCHOR BOLTS FOR COLUMNS PRIOR TO PLACING CONCRETE. C 0, 14. CONTINUOUS HEADER, TWO PIECES, 16" O.C. ALONG EDGE 16d 6. ALL REINFORCING STEEL, ANCHOR BOLTS, HOLD-DOWN ANCHORS, AND OTHER INSERTS 4) 15. CEILING JOISTS TO PLATE, TOENAIL 3-8d SHALL BE SECURED IN POSITION PRIOR TO GROUTING. < E ry > < 16. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d THE PERMIT APPLICATION SHALL RETAIN A RESPONSIBLE ENGINEER APPROVED BY THE BUILDING OFFICIAL TO 1>) 0 -0 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d ENSURETHAT: 2 V) CL U C: 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d ALL ELEMENTS OF CONSTRUCTION WHICH REQUIRE SPECIAL INSPECTION ARE INSPECTED BY QUALIFIED A. E < < 19. RAFTER TO PLATE, FACE NAIL 3-8d DEPUTY INSPECTORS APPROVED BY THE BUILDING OFFICIAL; AND LU 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d ALL CODE DEFICIENCIES DETECTED AND DEVIATIONS FROM THE APPROVED PLANS ARE BROUGHT TO THE CN 21. V'x8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d B. ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND IF NOT CORRECTED, REVISED DESIGNS TO 2- V) W 11-::) 22. WIDER THAN V'x8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d OVERCOME THE DEFICIENCY SHALL BE PREPARED BY THE DESIGN ENGINEER OR ARCHITECT OF RECORD FOR APPROVAL BY THE BUILDING OFFICIAL; AND REVISIONS 23, BUILT-UP CORNER STUDS 16d FOR CITY SUBMITTAL 24. BUILT-UP GIRDER AND BEAMS, FACE NAIL AT TOP AND 20d C. ALL CORRECTIVE WORK REQUIRED IS COMPLETED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS, AND CITY ADOPTED CODES. 318/19 BOTTOM STAGGERED ON OPPOSITE SIDES PLAN CHECK BUILT-UP GIRDER AND BEAMS, FACE NAIL AT ENDS AND AT 2-20d 4/22I9 EACH SPLICE 25. 2" PLANKS, AT EACH BEARING 16d 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 26. COLLAR TIE TO RAFTER, FACE NAIL 3-IOd CERTIFY THAT THE WORK WAS IN COMPLIANCE WITH APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CITY CODES 27. JACK RAFTER TO HIP, TOENAIL 3-10d INCLUDING ANY AUTHORIZED CHANGES TO THE PLANS. JACK RAFTER TO HIP, FACE NAIL 2-16d 28. ROOF RAFTER TO 2-BY RIDGE BEAM, TOENAIL 2-16d Lyj ROOF RAFTER TO 2-BY RIDGE BEAM, FACE NAIL 2-16d Z& 29. JOIST TO BAND JOIST, FACE NAIL 3-16d Jkr LIANCE Uj 30. LEDGER STRIP, FACE NAIL 3-16d 4PPROVED _0 1 1z 31. WOOD STRUCTURAL PANELS AND PARTICLEBOARD 1/2" AND LESS 6d STRUCTURAL OBSERVATION 0 gy 3129119 z 0 SUBFILOOR, ROOF AND WALL SHEATHING (TO FRAMING) 19/32" TO 314' 8d OR 6d LBUILDING < 0 7/8"TO I " Sal Id NO STRUCTURAL OBSERVATION REQUIRED city Of Tukwila ty U ce- DIVISION I DIVISION U-i -UNDERLAYMENT SINGLE FLOOR (COMBINATION SUBFLOOR 314- AND LESS 6d TO FRAMING) 718PTO I" 8d 1 1/8" TO I I /,V' 10d OR 8d 32. PANEL SIDING (TO FRAMING) I /7'OR LESS 6d SIR 5/9'8d Date: 33. FIBERBOARD SHEATHING 1/2' NO.1 I GAGE ROOFING NAIL N-t- 1902097Jy 6d COMMON NAIL SHEET NUMBER 25/32'NO. I I GAGE ROOFING NAIL %w- 8d COMMON NAIL 34. INTERIOR PANELING 1/4!'4d O 02 319'6d 4 Q Z? Q 2a-1" 20'-V 29-9' 2a-0' 49-a' 20'-a' 20-9' 49-a' AO' -a' 40'-a' 4a-a' I 20 21[221 23 24 25 I I I I ❑ ❑ I II II ❑ I n LJ❑❑ -71 iiEIIE EL -1 ----- - -- I II I I � I II II I � II I LJ II II II � I I 0 ❑ I ❑ ❑ f❑❑ ❑ ❑❑❑❑❑❑ ❑ $PE]EI ° I llo T � co 0 H FL H 0-i EILE10HHHO ®®®® cv nnnnnnRnnn nnnnn I Q f, R�aN Rft I 0 ■ ■ ■ ■ ■■ ■ ■ME ME -- Moss on -ONION ■■ — i AREA OF WORK CO2 and Sugar Delivoriea v 9- MAY 120119 I City of Tukwila I BUILDINd DIVISION I I I I I NORTH SITE PLAN A SCALE: 1 I"=20'-0° Stamp: 05/03/19 ss/o�AL E�G03%9/20 J z w C.� O O w Q., W wQ6'000 0 ci:) 00 ^^// ILL a Q o CL (F— 0 E `/ Q Uj CV o o_ vi W N H REVISIONS FOR CITY SUBMITTAL 318119 AlN J` CHECK 4122/19 SHEETNUMBER sloo 3 4 5 20'-0" 20'-0" 40'-0" I 414 414 I 4x14 I (E) 414 q (E) I(E) (E) ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. v O 914 E. KATELLA AVENUE B N ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 w www.plumpgroup.com 5200 w (E) 4x14 (E) 4x14 (E) 4X14 (E) 414 6'-V' U 6 O w (E} 4x14 w (EJ 4x14 (E) 4x14 ( (E) 4x14 m L4x4 BR 1 4 -/, CE U _ m C9 V o o m O N Lj W y ErStamp: w (E) 4x14 (E) 444 = (E) 414 (E) 414 PR D. A p LBR4 CE4 A Lj F WASy y�yo S200 O Q P o �? 7 N 0 d ? y Z °D S301 Po q 34218 O �� FFss E - H1144x114 / w ONA IL UP. 9l/19/20 20- 20-V NORTH Z PARTIAL ROOF FRAMING PLAN B SCALE: 1 Uj C� 0. Q rvO Q ry ry 3-V L U a------- - = J LU T c �1'-6'� 6-6 5!8" V 14'-5 314" O 00 G S200 0 P— 7 \` S301 4 "z Uj 4 v 0 C J. N S301 '�^ o H v) Lu N t= — — — — --- — / ---- a REVISIONS _ FOR CITY SUBMITTAL 318119 I 3.-0„ PLAN CHECK 12 I ( (N) FIG. z -^+tU� t low Air Dryer = o 4122119 Z J i. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS - I (E) CM WALL I 5300 I L — (E) 6' CONC. SLAB ( ( t Av Tank Q ) Z Q PRIOR TO START OF WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. I I �(F.V.} ( ( O -; U. ; U �0— CL �! 2. (E) -INDICATES EXISTING CONSTRUCTION. N 0 a / 3'-0" I I s u ( ( P L,ANGE ( G t °' / Air A or ,+t'PROVED Z Z O w!/j` �. ^ 0Q 3. N -INDICATES NEW CONSTRUCTION. ( } ( +� n \ �. ( 3 �' ( S200 CurreLBUICLDYIYNC- Q 4. REINFORCING STANDARDS SEE q ..hu.a I I I h 12 ( ) Aircomp" ompretssor (Back-s3� Tukwila DIVISION 0 0 Z5. 'Air Ca C, p FOR PIPE THRU FOOTING DETAIL SEE DETAIL Po(ewDne) � a 6. FLOOR SLAB JOINTS PER S300 S300 — _ _ _ — e-------------------- --- Q �C 7. TYPICAL STEPPED FOOTING SEE (N) PREFAB STAIRS Meter w � 0- CL 95 S300 (BY OTHERS) O S 01 5301 8. TYPICAL ANCHOR BOLT SEE@300 Stairs & Plat Porn Current Tran r �1P3'OI /3ie4' 10'-0" 6' 1!2" 10'-i 3!8" (N) INFILL (N) INFILL Prolectm... W. SP Dd.: 11 Soon 9. SAW-CUTDETAILSEE� 5300 d y ProjectNUmbet: 1902097 10. CMU STANDARD DETAIL SEE 1 2 3 d SHEET NUMBER 5301 5301 5301 NORTH PARTIAL FOUNDATION PLAN A S101 FOUNDATION NOTES7 X -SCALE: 3/16e=1 '-a' c c F P 3 3 c c a a Ix'3 o-q wE Ada`: zo2 WELL �qeu (E) 4x PURLIN PER PLAN SIMPSON "H2.5A" @ 24" O.C. (E) 4x PURLIN PER PLAN (E) 4x PURLIN PER PLAN (E) PLYWOOD (E) 2x SUB-PURLIN 2x BLK'G W/ A35' @ 24" O.C. (E) PLYWOOD (E) GLB PER PLAN BLK'G Wl 'A35' @ 24" O.C. (E) 2x SUB-PURLIN PER PLAN PER PLAN 24'-O'_(VARIES) B.p. PLYWOOD _- 24'-0'_(VARIES) B.O. PLYWOOD ' � j i W ! 8 ARCHITECTURE & ENGINEERING o SI PSON "H2.5A" a division of Plump Engineering, Inc. 4x BLK'G W('HUS' I�'-0"O.C. E.N. — — —XPLA\N E.N. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 HGR. EA. END 3 2-2x TOP PLATES 3 2-2x TOP PLATES www.plumpgroup.com - 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS 1 I 2x6 STUDS @ 16' O.C. 2x6 STUDS @ 16"O.C. PRIOR TO START OF WORK AND NOTIFY ENGINEER OF ANY 1 PLYWOOD SHEATHING PLYWOOD SHEATHING DISCREPANCIES IMMEDIATELY. 3x NAILER W! 5/8"0 A.B. 3x NAILER WJ 5!8''0 A.B. 2. (E) - INDICATES EXISTING CONSTRUCTION. BRACE PER PLAN @ 24" O.C. (12" EMBED] BRACE P (124" O.C. (1T EMBED] 3. (N) -INDICATES NEW CONSTRUCTION. — E.N. 20_-0"(MAX_HT.) E.N. 20'-0_'(MAX.HT.) -. T.O. CMU WALL T.p. CMU WALL ' 0 190 (2) #5CHORD BARS o (2) #5 CHORD BARS ... CONTRACTORS NOTES X Stamp: D. A. AL � 1 C, F WASy G�q 1/4 3 SIDES - I" I.G. MIN. 1 ,0„ ANGLE PER PLAN o p 34218 �SS/0 ALTEF�G\�EXP. ,y-0: 05/03/19 93/19/20 N o to i CV O D I / `d (E) OR (N) 4x PER PLAN 1/4" PLATE W) (4) I!2'0 A307 BOLTS W/ NUT & WASHER / / V ' z BRACE TO BETg77 3 / -- cry w� �0 6„ 6, `� / W LC� 3"3,. 3„ 3„ Uj I J4 3 SIDES - 1" LG. MIN. / ( t> �, Uj 00 'v C) 00 O • ■ �,,,,} CL 0 o DOUBLE L6x6xl /4 W( (3) 5!8"0 A307 0, > ro BOLTS TO ANGLE & q/ \ N i� 0 (6) 5/8" THR'D RODS o o W/SIMPSON'SET-XP' ?� 2 r ^ c (IAPMO #265) SPECIAL INSP. REQ'D EMBED) �+ ♦ f � 0 v O (5" o o / N a H V/ W t— f--- REVISIONS FOR CITY SUBMITTAL 318119 PA''4,9 BRACE TO WALL 2 EQ.EQ. DOWELS TO MATCH / o VERT. WALL REINF. (ALT. BENDS IN FOOTING) ° / . _L rG.: wOC LIANGE i , #4 DOWEL @ ib" O.C. 8" CM' WALL SEE �' � r•' APPROVED Q H � WJSIMPSON'SET-XP' Q III EPDXY (ICC #2508) SPECIAL INSP. REQ'D. 5301 I I I ni 1101 2U �� 0 `T C3 (6" EMBED.) /06 1z (E) CONC. SLAB (E) CONC. SLAB / City of Tukwila NG DIVISION BUILDI z z PER PLAN PER PLAN I -- ( 0 <a Oo c 4 aQ Ii—�I 4 '- ,4 - —) I (��I (� 4d a `_ —' I LU 5#+. (3) #5CONT. T.&B. I 1 I I PolectMana9e SP MO 3 (—((—� �� —A a _' _I _ —3 .0 h Dore: Project Number. 1902087 SHEETNUMBER CLR. I - e/L SEE PLAN _ �f////J,(�� CMU WALL @ FOOTING 1 SECTION B SECTION A S200 -- 3/4'=1'-0" 1 3/4"=l -a,] I SIMPSON'SET-XP' EPDXY (ICC #2508) SPEC. INSP. REQ'D. (N) FOOTING REBAR TOP & BOTTOM a d (E) FOOTING 1'-0" ( � 65d LAP T(N) FOOTING SEE SECTION - RIGHT J i Z # 3, - 0" MAX.. PIPE TRENCHES PARALLEL TO FOOTING NOT PERMITTED BELOW THIS LINE Q " SLEEVE wUw ag Ou =N Zm-I 4 — 4" MIN. 4 3"MIN. '9 9" MIN. SLEEVE NOTE: WHERE PIPES ARE MORE THAN 3'-0" BELOW BOTTOM OF FOOTING, NOTIFY ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. ROUGHEN CONTINUOUS REBAR SURFACE THRU CONSTRUCTION JOINT 7 F 4. TYPCIAL - PROVIDE CONSTRUCTION JOINTS AT CENTER LINES OF COLUMNS OR OTHER CONTROL JOINT LOCATIONS AS SHOWN ON PLANS. METAL KEY JOINTS MAY BE USED AT CONTRACTOR'S OPTION. 1/4 THE SLAB THICKNESS OR 2" WHICHEVER IS GREATER PLASTIC STRIP OR SAWCUT SLAB SHOULD BE SAWED AS SOON AS POSSIBLE AFTER POURING, d e a 5/8" SMOOTH ROD ® 24"o.c. X 7-0" LONG - TYPICAL UNLESS OTHERWISE NOTED. LOCATE DOWELS AT CENTERLINE OF SLAB AND PERPENDICULAR TO JOINT. CONTROL JOINT IhV RADIUS TOOLED EDGE TAPE OR COAT ONE END OF ROD TO PREVENT BONDING OF CONCRETE. 4. 3/8" EXPANSION JOINT MATERIAL CONTRACTION JOINT (N) FTG. TO (E) FTG. 12 PIPE CLEARANCE DIAGRAMS 9 CONSTRUCTION JOINT 1 6 CONCRETE JOINTS 3 NEW OPENING IN EXISTING WALL. REFER TO ARCH DWS. FOR DIMS. CORE 4'0 HOLE BEFORE HAND CHIP TO SAWCUTTING OPENING. FORM NEAT TYP. CORNER IF REQ'D 2" CUTTING BLADE N LIMIT OF SAW CUT OVER CUTTING NOT PERMITTED — NAND CHIP TO EXIST. FORM NEAT FRAMED CORNER IF REQ'D WALL ELEVATION SECTION REINFG. SAME SIZE AS FTG. REINFORCING NOT LESS THAN "D" a EMBEDMENT LENGTH ANCHOR BOLT OR STANDARD HEADED BOLT FACE OF WALL OR .CONCRETE STANDARD NUT & WASHER - TYPICAL UNLESS OTHERWISE NOTED EMBEDMENT LENGTH BOLTSIZE (TYPICAL U.N.O.) 3/8" 5/6' 7/9' .CONCRETE LEDGER/SILL 4" 5" 5" MASONRY LEDGER/SILL 5" 6' 6" STEEL COLUMN BASE PLATE 10, 12" 12" WOOD SILL PLATE 9"1 9"1 9" NOTE: EMBEDMENT LENGTHS ARE FOR 7/9" 4i BOLTS OR SMALLER. SEE PLAN FOR EMBEDMENT LENGTHS FOR LARGER BOLTS. 35 BAR DIAM. 7-0" MIN. PLAN VIEW - DOUBLE CURTAIN POURED -IN -PLACE CONCRETE WALLS, FOOTINGS, OR �— POURED -IN -PLACE CONCRETE MASONRY WALLS. WALLS, FOOTINGS, OR MASONRY WALLS. 04 4: VERTICAL REINFORCING VERTICAL REINFORCING WHEREAPPUCABLE WHERE APPLICABLE 4 HORIZONTAL REINFORCING a 1 4 ;c 2 - #5 END BARS I - #5 VERTICAL 2 - #S END BARS TYPICAL U.O.N. TYP, U.O.N. TYPICAL U.O.N. 4. a a 3" 35 BAR DIAM. 35 BAR DIAM. 3" 2'-0" MIN. ALTERNATE 2'-0" MIN. BENDS PLAN VIEW - SINGLE CURTAIN SAW CUT DETAIL ( 11 BOLT EMBEDMENT LENGTHS ► 8 ( REINFORCING AT WALL AND FOOTING CORNERS 2 BEND BAR IN FIG. LR. BOTTOM 65 BAR OF FTG. 25"MIN. Lx-_=V�y TYPICAL NOTE: NO PIPES ALLOWED IN STEP FOOTING. AT C.I.P. CONCRETE STEM WALL TYPICAL STEPPED FOOTING NOOK w HOOK o� w mj w )NCRETE SURFACE BAR SCHEDULE BAR SIZE EMBEDMENT 65d b STRAIGHT SPLICE LENGTH 35d b HOOK SPLICE LENGTH WITHOUT HOOK WITH HOOK #4 2'-W 1'-0' 2'-9" 7-01 #5 2'_9" 1,_3„ 3'-5„ 2'-O„ #6 3'_2" 1'-b" 4'-1" 2'4' #7 4'-5" 1,-9" 5'-9" 2'-7" #8 4'-11" 2'-0" 6-6" 2'-11" #9 5 4' Z-31 7-4!' 31_41 #10 5'-10" 2'-7' 8'-3' 1. THE ABOVE LENGTHS ARE BASED ON CAST - IN -PLACE AND PRECAST CONCRETE 2500 PSI o OR GREATER AND 60000 PSI REINFORCING AND 1.5 INCH CLEARANCE, 2. ALL REINFORCING STEEL LAPS OR SPLICES SHALL BE AS INDICATED ON PLAN. WHERE LAP OR SPLICE LOCATIONS ARE NOT a w SPECIFICALLY INDICATED LAPS OR SPLICES " J SHALL BE STAGGERED AT LEAST 2'-W o.c. 3. AT WELDED DEFORMED WIRE FABRIC, LAP -SPLICE 35d b AS SHOWN BELOW: SPLICE 2" MIN. OF LENGTH MIN 1 /5 TIMES THE SPLICE LENGTH FLIP ALTERNATING OR 6" MAX. MIN. LAP PER TABLE MATS DETAILING HOOK DETAILING DIMENSION Aor G DIMENSION 6dbFOR #3, #4, #5 - -____� 12dbFOR #6, #7, #8 J D ' b b Aor G 4db>21/T 4db#3-8 I 12db 5db#9-11 JI 00 bdb#14-18 Z H 180 4400K 90'HOOK 5 END HOOKS - ALL GRADES BAR SIZE FINISHED BEND DIAMETER D, IN, 180° HOOKS - 90° HOOKS Aor G J Aor G #3 21/4 5" 3" 6" #4 3 6" 4" a, #5 33/4 7" 5" 19, #6 41/2 6" 6" V-0" #7 51/4 10" 7" V-2" #8 6 1'-4" #9 91/2 V-3" 11314" V-7" #10 103/4 1'-5" 1'-11/4" V-10" # 11 12 1'-7" V-2 3/4" 2'-0" # 14 18 1 /4 2'-3" V-9 31N' 2'-7" #18 f 90° HOOK 135° HOOK STIRRUP AND TIE HOOKS, ALL GRADES BAR SIZE D, IN, 90e HOOKS 135° HOOKS Aor G Aor G H, APPROX. #3 1 1/2 4" 5° 3 1/2' #4 2 41/2" 61/2" 41/7' #5 2 1/2 6" 8" 5 1/2, #6 41/2 V-a' 11" 61/7' 47 51/4 1'-2" 1'-01/2, 7314' #8 6 1'-4" V-21/2' 9" COViUANCE APPROVED r11AY si 2_:3 City of Tukwila BUILDING DIVISION 24 3'-0" 2'-4 1/2" 3'-5" db = NOMINAL DIAMETER OF BAR OR WIRE (INCHES) ftgo- ow BAR EMBEDMENT LENGTHS, SPLICE LENGTHS, AND STANDARD HOOKS 1 0 a e PLU R ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. _ 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com 05/03/19 J Z LU C� -G p <o W > UUJ , W omUCL Q i00 i E .�( i > Q 0 E (H� U Q a = Uj 0 N REVISIONS 0 = FOR CITY SUBMITTAL 3/8119 PLANCHECK 4122119 4 Ct itf W Q Q "o Ca 41T G O � U m ro H Uj j IM Project Manager. SP D=te: scale: "-t N—m . 1902097 SHEETNUMBER 21 NOT USED 1_1 EQ. EQ. f—t-f 9'CMU WALL SEE I J/ #5 DOWEL @ 8" O.C. A/ TXP' W/ SIMPSON'SE- Er P'A/ EPDXY (ICC #2508) SPECIAL INSP. REQ'D. (17 EMBED.) (E) CONC. SLAB PER PLAN 14, (E) FIG. SEE PLAN CMU WALL TO (E) FOOTING 1 9 1 -- I /Z'THK. BASE PLATE 3/4"OTHRD ANCHORS W/ (2) 3/,V0 THR'D RODS. CMIN. W1 WASHERS @ 24'O.C. & SIMPSON'SET-XP'EPDXY 17'MAX. W/ SIMPSON'SET-XP- EPDXY (ICC #2508) (ICC#2508) SPECIAL INSP. REQ'D. SPECIAL INSP. REQ'D. (2 1/Z'EMBED) (4 IIZ'EMBED.) 4 (E) CONC. WALL CAP BOLT COL. PER PLAN ACCESS HOLE SECTION "B-B" 3/16 1/ COL. PER PLAN 1 1� 0 0 2 �COL 10DT4� 2 Aj SECTION "A -A" ELEVATION -FRAME DETAIL 7 BOUNDARY STAGGER JOINT NAILING (&N.) OF PLYWOOD FOR SIZE AND SPACING OF RAFTERS SEE PLANS TYP. INTERMEDIATE NAILING (F.N.) @ 12" O.C. 2x4 MIN. FLAT BLK'G. AT UNSUPPORTED EDGES, W/ BOUNDARY NAILING. EDGE NAILING (E.N.) .PLAN MIN. PLYWOOD SHEET IS ALTERNATE: OSB 2'x4' 3/8" MIN. EDGE DISTANCE FOR NAILS LONG DIM. OF PLYWD. TO RUN PER- PENDICULAR TO JOIST PLYWOOD SHT'G. BEARING WALL STD. 90* BEND IF STRAIGHT TYP. EMBEDMENT NOT POSSIBLE WALL REBAR CONTROL JOINT (WHERE OCCURS) W/ ALTERNATING KEY. #3 HAIRPIN TIES @ IGIOC I I 2'-0" MIN. ELEVATION 12) #5 BARS, TYP. (OR AS NOTED) — STANDARD LINTEL BLOCK OPENING (2) #5 JAMB BARS TYP. U.N.O. THIS BAR SHALL BE CONTINUOUS BETWEEN LATERAL SUPPORTS OR BETWEEN FLOORS. FOR BAR PLACEMENT SEE TYP. CONCRETE BLOCK DETAILS METAL JAMB CASING CMU LINTEL D SECTION j lAP LAP, (E) CONC. WALL #5 DOWEL AT 16'0.C. W/ SIMPSON'SET'EPDXY (ICC #2508) 'o-al MAX. O.C. FOR ALL WALLS SPECIAL INSP. REQ`D, EXCEPT WHERE NOTED OTHERWISE (6 EMBED) ON ARCH. DETUS. OR ELEVATIONS. FLANGED NEOPRENE #5 BAR VERT. EACH SIDE F CONTROL JOINT OF JOINT & DOWELED INTO FIG. (2) #5 JAMB BARS NCRETE BLOCK 4 tEA. END W WALL CMU INFILL TO MATCH (E) WALL THICKNESS W/ #5 VERT. @ 16'O.C. 7, & #4 HORIZ. @ 24'O.C. SOLID GROUT POLYSULFIDE CAULKING W/ SPECIAL INSP. REQ'D. URETHANE FOAM BACKING ALL HORIZ. WALL REBAR & (EACH FACE). CAULKING ADDED REBAR SHOWN ON SECrS, to g COLOR SHALL MATCH MORTAR OR STRUCT. WALL ELEVATIONS 7t BEING USED FOR ADJACENT SHALL BE CONTINUOUS THRU WALL CONTROL JOINT, F.F. STACKED CONTROL JOINT NOTE: FROM TOP OF FOOTING FOR CONTROL JOINTS IN HEAD 4 TO TOP OF WALL SECTION OVER OP'NGS. (TYP) INSTALL DIVISION STRIPS IN 9' SEE PLAN #5 DOWEL AT 16" O.C. W/ SECTIONS WITH ALTERNATING SIMPSON'SET-XP' KEY EACH SIDE OF JOINT, EPDXY INTO FTG. (ICC #2508) SPECIAL INSP. REQ'D. (6'EMBED) / �. /� �® CMU INFILL 5 CMU CONTROL JOINT 2 40d ADD #5 VERT. -\ 48d I�VMIN. f GSA or M m a - 9 0904000- a i 1 0 ADD'L. #5 BAR VERT. THROUGHOUT i t- OPEN END BLOCKS 'S To zv DOWELS TO 1� LAN MATCH HORIZ. �HORIZO 0 CM ED NOTES: REINF. OR CMU PrIZOV WALL 1. PLACE VERT. REBAR @ Q OF WALL U.N.O.3/4- CLR. M-Y 3 12 (N) CMU (E) CMU MIN. %P' 40d LAP 12" EMBED 2. FOR WALL REINF. SEE SCHEID. city of Tukwila ff EMBED CORNER INTERSECTION INTERSECTION @ C f4l0k9tlG DIVISI, @ PERP. i� VERT. REBAR GROUT ALL CELLS 2 STD. BOND BM. "WALL BRAC", BLOCKS @,V' OR EQUAL BRACKET HIGH UNITS ONLY AT 160d MAX. FOR POSITIONING (2) #5 BARS VERT. --HORIZ. WALL REBAR (N) WALL REBAR TO MATCH WALL VERT. REBAR. REINFORCING W/ SIMPSON 'SET-XP' (REQ'D. AT JAMBS EPDXY (IAPMO #265) OR END OF WALL PROVIDE CLEANOUT SPECIAL INSP. REQ'D. ONLY) @ BOTTOM COURSE n �D JAMB OR WALL END BOND BEAM BLOCK (@ ALL HORIZ. REBAR) SCHEDULED REINF. SHALL APPLY IN ALL CASES UNLESS NOTED OTHERWISE ON cMrrlrfr nETAIIS OR SECTIONS TYPICAL WALL REINFORCING SCHEDULE TYPE I WALL THICKNESS VERT. REINF. HORIZ. REINF. I REMARKS 77F71-61 1 #5 @ I &' O.C. #4 @ 24" O.C. I SPECIAL INSPECTION REQ'D (STD. PSI) N) CMU TO (E) CMU H(.)KILfJNIAL KtbAK,1HALL ItIVOINAIt VV/ AJIANUAKIJ NUUN Wrifttl MINA-IKULn 1r1r VrKIR-AL Ktt5AK OR W1 AN EXTENSION OF PROPER EMBEDMENT LENGTH BEYOND THE REBAR AT THE END OF THE WALL SECTION. 4 CMU REINFORCING DETAIL I- P 1 9 BMPGFMPE LAJ Q ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com SI S�"04 A A�L�' E M 0 05103/19 03/0/20 U z V) uj:2 0 0 < 0 CZ Uj Or, > I LU Lij < DO 00 co CL — 00 1? < < 0 V) F- 0 �j E < < — , C, L.Lj C V) LU 1-2) REVISIONS FOR CITY SUBMITTAL k PLAN CHECK V) < 0 M L t M 0 nose SP 45 190209 SHEET NUMBER S301 FAN SCHEDULE SERVICE ESP DRIVE MIN. FAN VFD ELECTRICAL NOTES MARK (EA, RA, SA) MANUFACTURER MOUNTING SERVICE MODEL CFM (IN) (BELT/DIRECT) BHP/(W) RPM (YIN) VIPH DISC. TYPE ISTARTERTYPE MCA MOCP EF-i EA GREENHECK CEILING ELECTRICAL ROOM SP-B110 100 0.375 DIRECT (130) 1050 IN115/1 INTERNAL N/A — — A -CD MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND MODEL NUMBERS ONLY, REVIEW THE COMPLETE DESCRIPTION, NOTES AND SPECIFICATIONS TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURERS LISTED ARE THE BASIS FOR THE DESIGN. NOTES: A. PROVIDE MANUFACTURER'S VIBRATION DAMPING HANGERS FOR ISOLATION AND ALL -THREAD HANGING RODS. C. PROVIDE WHITE ENAMELED INTEGRAL GRILLE AND BUILT-IN AUTOMATIC BACKDRAFT DAMPER. B. PROVIDE INTERNAL FACTORY MOUNTED DISCONNECT. D. PROVIDE BACKDRAFT DAMPER IN EACH FAN. ABBREVIATIONS AFF ABOVE FINISHED FLOOR MC MECHANICAL CONTRACTOR RAS BUILDING AUTOMATION SYSTEM MIN MINIMUM BD BACKDRAFT DAMPER NC NOISECRITERIA CDR CONDENSATE WATER RETURN CA OUTSIDEAIR - CDS CONDENSATE WATER SUPPLY RA RETURN AIR CFM CUBIC FEET PER MINUTE SA SUPPLY AIR DOC DIRECT DIGITAL CONTROL SO SMOKE DUCT DETECTOR DP DIFFERENTIAL PRESSURE TFA TO FLOOR ABOVE DX DIRECT EXPANSION TFB TO FLOOR BELOW EA EXHAUSTAIR TYP TYPICAL ETR EXISTING TO REMAIN UNO UNLESS NOTED OTHERWISE FFA FROM FLOOR ABOVE W1 WITH FFB FROM FLOOR BELOW WIO WITHOUT GPM GALLONS PER MINUTE IN WC INCHES OF WATER COLUMN ILL LANDLORD MAX MAXIMUM MSH 1000 BTU PER HOUR STANDARD MOUNTING HEIGHTS OMECHANICAL PLAN CALLOUT CU MECHANICAL EQUIPMENT DESIGNATION(CONTRACTOR FURNISHED 1 AND INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEWWORK TO EXISTING 1 DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER Mi LOWER NUMBER INDICATES SHEET NUMBER M11 SECTION CUT DESIGNATION MECHANICAL (AFF, AFG, UNLESS NOTED OTHERWISE) THERMOSTATS (USER ADJUSTABLE)(TOP OF DEVICE) 49' CONTROLS (TOP OF DEVICE) MECHANICAL SYMBOLS NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. HVAC EQUIPMENT & DUCTWORK NOTE: ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. SEE M.401.00 FOR THE SPECIFICATION FOR DUCTWORK TO RECEIVE INSULATION OR LINER. EXISTING DUCTWORK OR EQUIPMENT TO REMAIN EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED BRANCH DUCT WITH 45° RECTANGULAR - ROUND BRANCH FITTING AND MANUAL VOLUME DAMPER —�—� RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP RETURN, EXHAUST, OR OUTSIDE AIR DUCT DOWN —®--® SUPPLY AIR DUCT UP —X —z- SUPPLY AIR DUCT DOWN EQUIPMENT WITH FLEXIBLE DUCTCONNECTION f_— CFM NECK SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER MANUAL VOLUME DAMPER �1 SQUARETOROUNDTRANSITION DUCT MOUNTED SMOKE DETECTOR —G—I (SD=SUPPLY/RD=RETURN) TIME CLOCK CONTROL RD HS HUMIDITY SENSOR FD FIRE DAMPER PS PULL STATION FSD FIRE SMOKE DAMPER SP STATIC PRESSURE SENSOR SD SMOKE DAMPER, TS TEMPERATURE SENSOR VD VOLUME DAMPER% MD MOTORIZEDDAMPER T FLOW METER BD BALANCE DAMPER O HUMIDISTAT ® CARBON DIOXIDE SENSOR O THERMOSTAT GENERAL NOTES: 1, PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ENGINEER AND/OR TENANT OF CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES TO ENSURE A NEAT AND ORDERLY INSTALLATION. INSTALL DUCTWORK AND PIPING AS TIGHT TO STRUCTURE AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS. COORDINATE INSTALLATION OF DUCTWORK AND PIPING TO AVOID CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. ANY MODIFICATIONS REQUIRED DUE TO LACK OF COORDINATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO EXTRA COST TO THE TENANT. 3, DURING INSTALLATION OF NEW WORK, AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN. REPAIR DAMAGE CAUSED DURING CONSTRUCTION ATNO EXTRA COST TO THE TENANT. 4. ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED, 5, NEW MECHANICAL EQUIPMENT, DUCTWORKAND PIPING ARE SHOWN AT APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FIT THE DUCTWORKAND PIPING WITHIN THE AVAILABLE SPACE. VERIFY THAT FINAL EQUIPMENT LOCATIONS MEET MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT. 6. INSTALL DUCTWORK AND PIPING PARALLEL TO BUILDING COLUMN LINES UNLESS OTHERWISE SHOWN OR NOTED. 7, OVERHEAD HANGERS AND SUPPORTS FOR EQUIPMENT, DUCTWORKAND PIPING SHALL BE FASTENED TO BUILDING JOISTS OR BEAMS. DO NOT ATTACH HANGERS AND SUPPORTS TO TH E ABOVE FLOOR SLAB OR ROOF. 8, COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH LOCATION OF EQUIPMENT ACCESS PANELS/DOORS TO ENABLE SERVICE OF EQUIPMENT AND/OR FILTER REPLACEMENT. 9. SEAL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. FIREPROOF PENETRATIONS THROUGH FIRE RATED COMPONENTS IN ACCORDANCE WITH U.L. REQUIREMENTS. 10, COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS, REGISTERS AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL AND DUCT INSTALLATION REQUIREMENTS. 11, ADJUST LOCATION OF CEILING DIFFUSERS, REGISTERS AND GRILLES AS REQUIRED TO ACCOMMODATE FINAL CEILING GRID AND LIGHTING LOCATIONS. 12. DUCTWORK CROSSING FIRE RATED WALLS OR OTHER FIRE RATED ASSEMBLIES SHALL BE MINIMUM 26 GAUGE SHEET METAL. 13. PROVIDE FIRE OR FIREISMOKE DAMPERS, AS APPLICABLE, IN DUCTWORKAT CEILINGS AND WALLS AT LOCATIONS SHOWN ON THE PLANS. FIRE AND FIRE/SMOKE DAMPERS SHALL CONFORM TO NFPA AS APPLICABLE. COORDINATE SLEEVE LENGTH WITH REQUIREMENTS OF INSTALLED LOCATION. 14. PROVIDE WALL OR DUCTACCESS PANELS OR DOORS FOR ACCESS TO FIRE AND FIREISMOKE DAMPERS. ACCESS PANEL OR DOOR SHALL BE MINIMUM SIZE OF 10 INCH BY 10 INCH AND SHALL BE INSTALLED WITHIN 12 INCH OF DAMPER. PROVIDE A REMOVABLE DUCT SECTION WHERE DUCT SIZE IS TOO SMALL FOR A 10 INCH BY 10 INCH ACCESS DOOR. 15. LOCATE AND SET THERMOSTATS AND TEMPERATURE SENSORS AT LOCATIONS SHOWN ON PLANS. VERIFY EXACT LOCATIONS WITH ENGINEER PRIOR TO INSTALLATION. INSTALL DEVICES WITH TOP OF DEVICE AT MAXIMUM 481NCH AFFTO MEETADA REQUIREMENTS UNLESS NOTED OTHERWISE ON PLANS. PROVIDE INSULATED BACKING FOR THERMOSTATS MOUNTED ON EXTERIOR BUILDING WALLS. INSTALL WIRING IN CONDUIT PROVIDED BY ELECTRICAL CONTRACTOR. ATAMINIMUM, PROVIDE CONDUIT IN THE WALL FROM THE JUNCTION BOX T06INCH ABOVE THE CEILING, 16. COORDINATE THE LOCATION AND ELEVATION OF WALL -MOUNTED DEVICES WITH PRESENTATION BOARDS, DISPLAY CABINETS, SHELVES OR OTHER COMPONENTS THAT ARE TO BE INSTALLED UNDER OTHER DIVISIONS OR ARE EXISTING TO REMAIN. CONTRACTOR WILL NOT BE REIMBURSED FOR RELOCATION OF WALL -MOUNTED DEVICES CAUSED BY LACK OF COORDINATION. 17. PROVIDE A MANUAL BALANCING DAMPER IN EACH BRANCH DUCT TAKEOFF FROM MAIN SUPPLY, RETURN, OUTDOOR AND EXHAUST AIR DUCTS. 18. PROVIDE A PREFABRICATED 45 DEGREE, HIGH EFFICIENCY, RECTANGULAR/ROUND BRANCH DUCTTAKEOFF FITTING WITH MANUAL BALANCING DAMPER AND LOCKING QUADRANT FOR BRANCH DUCT CONNECTIONS AND TAKE -OFFS TO INDIVIDUAL DIFFUSERS, REGISTERS AND GRILLES. 19. BRANCH DUCTWORKTO AIR OUTLETS SHALL BE SAME SIZE AS OUTLET NECK SIZE UNLESSOTHERWISENOTED. 20. PROVIDE NEWAIR FILTERS PRIOR TOTESTING AND BALANCING. REPORTANY DEFICIENCIES TO THE OWNER OR ENGINEER. CONTRACTOR SHALL SUBMIT TO THE TENANT AND ENGINEER A WRITTEN REPORT DESCRIBING TESTS PERFORMED TO VERIFY OPERATION AND RESULTS OFTHE TESTS. 21. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TO ARCHITECT AND ENGINEER A TEST AND BALANCE REPORT AT SUBSTANTIAL COMPLETION. TEST AND BALANCE REPORT SHALL BE PROVIDED TO ARCHITECT AND ENGINEER PRIOR TO ENGINEER'S FINAL PUNCH. 22. INDOOR AIR QUALITY MEASURES: PROTECT INSIDE OF (INSTALLED AND DELIVERED) DUCTWORK AND HVAC UNITS FROM EXPOSURE TO DUST, DIRT, PAINT AND MOISTURE. REPLACE INSULATION THAT HAS GOTTEN WET AT ANY TIME DURING CONSTRUCTION, DRYING THE INSULATION IS NOT ACCEPTABLE. SEAL ANY TEARS OR JOINTS OF INTERNAL FIBERGLASS INSULATION, REMOVE DEBRIS FROM CEILING INCLUDING DUST. AN INDEPENDENT, PROFESSIONAL DUCT CLEANING COMPANY SHALL VACUUM CLEAN ANY DUCTWORK CONNECTED TO HVAC UNITS THAT WERE OPERATED DURING THE CONSTRUCTION PERIOD AFTER NEW FILTERS ARE INSTALLED AND PRIOR TO TURNING SYSTEM OVER TO THE TENANT. 23. PROVIDE CODE REQUIRED SEISMIC BRACING OF NEW DUCTWORK AND EQUIPMENT. 24. TENANT GC MUST COMPLY WITH ALL COMMENTS FROM LANDLORDS MEP ENGINEER OR AS DIRECTED BYTHEIR FIELD PERSONNEL 25, SUPERINTENDENT MUST PROVIDE 3 COPIES OFAIR BALANCE REPORTTO ON -SITE MALL OPERATIONS MGR. BEFORE LEAVING THE PROPERTY UPON CONSTRUCTION COMPLETION. 26. COVER ALL AIR INTAKES DURING CONSTRUCTION TO PREVENT DUST FROM ENTERING THE UNIT. 27. GC MUST CHANGE FILTERS UPON CONSTRUCTION COMPLETION. 28. COMMERCIAL ROOFING REQUIRED FOR ALL ROOF PENETRATIONS. 29. HOT WORK PERMIT MUST BE OBTAINED FROM LANDLORD 24 HR IN ADVANCE OF HOT WORK. A NEW HOT WORK PERMIT MUST BE OBTAINED EACH DAY THAT HOT WORK WILL BE PERFORMED. 30. MECHANICAL SYSTEMS ARETURNED OVERTOTHETENANT IN "AS -IS" CONDITIONAS APPLICABLE. 31. TENANT'S GC TO ENSURE ROOFTOP EQUIPMENT CANNOT BE VISIBLE FROM ANY POINT IN THE PROJECT. 32. TENANT GC MUST PAINT AND LABEL ALL ROOFTOP EQUIPMENT PER THE LANDLORD SPECIFICATION. 32. EQUIPMENT, EXHAUST FANS, AND UTILITY VENTS CANNOT BE HIGHER THAN THE PARAPET WALL IN THE ROOF WELL AREA, 33. NEW MECHANICAL SYSTEM MUST 8E STRUCTURALLY ENGINEERED FOR THE WEIGHTS, AS REQUIRED. 34. THE LOCATIONS OF THE EQUIPMENT SHOULD BE TH E SAM E AS BE REVIEWED AND APPROVED IN R NG BY THE LANDLORD.EXISTING. ANYJ;{�C¢$,TgL MAR 2 9 2019 PERMIT cENTERJ PROCON DEVELOPMENT 4522 Katella Ave. Los Alamitos, CA 90720 UO3/26/2019 Z LLJ 00 d0 ry W rV J W W < L CO O00 L WV` E ry ^M > Q O CL o t� W REVISIONS FOR CITY SUBMITTAL 318119 LU .-,.: i Ui. ,;ON_; L:ANGEt= APPROVED U MAY 31 201.19Uj Iity of Tukwila Q G DIVISION LLJ Z ,LU V tyre: style: '— Pro7etl Number. 1902097 H SHEET NUMBER CONSTRUCTION KEYNOTES: O 8"X8" RETURN DUCT UP THRU ROOF PLU ® $ ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. _ - 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835 F(714) 385-1834 www.plumpgroup.com nand ul mentm�.--� ® - e---- _ - -ST, snnd bn :D�rdr:z C ��e9rooe's 1 CTRI uelAnBN / 1 tl, p /® � �. �' ELECTRICALEL 101 PROCON DEVELOPMENT Ala itos,Catella Ave. Los Alamitos, CA 90720 . Stamp: p �t D. A. p �G1 OE W Agy I`�� z / s r.ro; aNK rrca d r� A a.�or„a,�E.ro� m h : • .• ,., CItER t , -- -- Se1Yer Stairs & PiatForm Sugar Load Manifold System 0 1 r Loa n iroldOD j stem H BD u I s c °' v L 5 a°, �t t,ns e—e- Metes 0 Current Tronsrorme 0 0System / / � � � � Current o Tank OQ CUr / it Compressor (New One) ----.... -- Current Air Compressor / Current (Back -Up) / Air Compressor / � (New One} / I 8'X8 U� TDTUU HRU ROOF WITH SCREEN INSECT SCREEN '�P'o y 34218 �fss0 ALTLE�UP. 03/i9f20 t; tt+ tgRgs'°b�re�m.i.°; Richard uril5p� '4,i tlacumel C,l4)3 IK5 ( } 03/26/2019 /� V W 0 O ry I W \ -Se CO c CO 0- O� E < A/ > Q N 0 0 70 W BZ _I NV ID V) W N F�- a REVISIONS FOR CITY SUBMITTAL 3/B/19 ,; Y 312i9 BUI iVG DIVISIOf� nECFI%'En CITY OF TUKWILA MAR 2 9 2019 PERMIT CENTER PLAN NORTH o �4 z � O 0 h Pro1ed FA .ga. SP Data: eraea Nume»198209E SHEET NUMBER S M 10 1 ENLARGE. D FLOOR PLAN 1 3/16 F-9- GENERAL NOTES: G1. PLANS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUIT NUMBERS AND HOME RUNS. PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS, BOXES, MISC. FITTINGS, ECT, FOR A COMPLETE OPERABLE SYSTEM. BRANCH CIRCUIT INSTALLATION SHALL COMPLY WITH SPECIFICATION. G2. SUBSCRIPTS IN LIGHTING PLAN DENOTES SWITCH. EXAMPLE: 2o, 2 DENOTES CIRCUIT NUMBER AND a DENOTES SWITCH THAT CONTROLS CORRESPONDING LIGHTS. G3, EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF T FOOT-CANDLE (1 1 LUX) A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. KEY NOTES: 1❑ HOMERUN TO PANELBOARD CIRCUITS & RECEPTACLES SHOWN ARE TO BE TIED/CONNECTED PER ASSIGN ZONE AREAS WITH CIRCUIT NUMBERS DESIGNATED. (TYPICAL FOR ALL HOMERUN CIRCUITS) ❑2 ROUTE CONDUITS OVERHEAD & PROVIDE NECESSARY SUPPORT PER CEC. 0 EXIT SIGN AND EMERGENCY LIGHT LIGHTING SHALL BE PROVIDED WITH A BATTERY BACK-UP UNIT WITH MINIMUM OF 90 MINUTES AND MUST BE WIRED AHEAD OF ANY SWITCHING DEVICES. ® ALL EMERGENCY BATTERY PACK FIXTURES SHALL BE PROVIDED WITH A CONSTANT HOT CONNECTION TO THE CHARGING LEAD. x 0 a a I �l PLJE ` ARCHITECTURE & ENGINEERING L—L a division of Plump Engineering, Inc.a 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 0 P (714) 385-1835 F(714)385-1834 0 (TYPICAL) 3 www.plumpgroup.com XE 3 D NEW ELECTRICAL RM WE .®®-VrrON`c €PRO Current 'CONNECT TO THE NEAREST EXISTING LIGHTING ArTank CIRCUIT (UPDATE THE (E) PANEL SCHEDULE LIST J� ❑4 0 EE L E _ _ Cu ant `� PROCON DEVELOPMENT �pF«R rCompressor 4522 Katella Ave. (New One) Current Los Alamitos, CA 90720 Air Compressor Current (Back -Up) Stamp: F Air Compressor L e, (New One) XE I �pR D. A. p� c� U v �G ZE WAS///21 L� D 'z- 3 JI as 34218 - - Mete FS9FB l S 1 i.R�'���``� S/�t✓A L EIS c c O 03/19/20 Stairs & Current Platform TransForme of r's` I-50 '- ''.: y - $N -E U E Rk a I�� T Q-Plu 7'019 P�A9 Iro"" s s ich ttTL{ "p d _-- Rl chard.,'. O O O OM� a ho dtlds > CBn4etl9fo"C�14)3851@35 PLAN NORTH UO3/26/2019 ` z LIGHTING PLAN 2 3/16'=1'-0" V) LLI GENERAL NOTES: G1. PLANS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUIT NUMBERS AND HOME RUNS. PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS BOXES, MISC. FITTINGS, ECT, FOR A COMPLETE OPERABLE SYSTEM. BRANCH CIRCUIT INSTALLATION SHALL COMPLY WITH SPECIFICATION AND C.E.C. (2016). G2. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE AND OFFSET 24" MINIMUM. G3. ALL PENETRATIONS THROUGH FIRE WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. G4. ALL UNDERGROUND CONDUITS SHALL BE PVC. SCHEDULE 40, MINIMUM 3/4"C. RUN CODE SIZE INSULATED EQUIPMENT GROUND CONDUCTOR. G5. WORKING CLEARANCE SHALL BE AFFORDED TO ALL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC 110.26. G6. WHERE A SHARED NEUTRAL CONDUCTOR IS USED FOR MULTIPLE BRANCH CIRCUITS, CONTRACTOR SHALL GROUP CIRCUITS TOGETHER IN PANEL AND PROVIDE A MANUFACTURER FURNISHED HANDLE -TIE TO SIMULTANEOUSLY TRIP ALL OF THE CIRCUITS SHARING THE NEUTRAL. G7, VOLTAGE DROP IN ACCORDANCE WITH ENERGY CONSERVATION CODE 505.7.3. G8. ALL 120V CIRCUIT LENGHTS GREATER THAN 100 FT SHALL BE INCREASED TO #10 AWG AND TO #8 AWG WHEN GREATER THAN 160 FT. INCREASE CONDUIT SIZE FOR 40% FILL. . KEY NOTES: I❑ HOMERUN TO PANELBOARD CIRCUITS & RECEPTACLES SHOWN ARE TO BE TIED/CONNECTED PER ASSIGN ZONE AREAS WITH CIRCUIT NUMBERS DESIGNATED. (TYPICAL FOR ALL HOMERUN CIRCUITS) 0 p < O W ry > _j Uj _ CO IL j Q �- °� S E <LUQ I— o C to W a NEW New Air Dryer X,-59 REVISIONS 1 Current ( I FOR CITY SUBMITTAL ELECTRICALRM AirTan318/19 CONNECT TO THE NEAREST EXISTING POWER 101 OUTLET (UPDATE THE (E) PANEL SCHEDULE LIST) J L Cur ent — — — 7 — — — (f 1IEW L F u u irCompressor jE COh LIA O R s (New' ne) I Current I APPnOVZD r $ Air Compressor Z Current (Back -Up) Air Compressor (New One) I CL c� U ..----...- .- City Of TUI-4 R EF 1 lJ BUILDING D,ul' i i� z I W a s ----- Mete (E) SWITCH GEAR TO REMAIN (PROTECT IN PLACE) —t Stairs & O RECF.IltEt9 0,5 r Current (E) SWITCH GEAR TO REMAIN CITY OF TUKWILA Ptat, orm ransfort'ie J-BOX FOR KNOX BOX (PROTECT IN PLACE] MAR 2 9 20i9 W d PERMIT CENTER DL O O O O v`aean"° wsue SP Paie: N PLAN NORTH m Prged Number. _ 1902897 H SHEET NUMBER 3 POWER PLAN 1 E 1 1 3/16"=1'-0" DEMOLITION NOTES 1, DEMOLITION WORK SHALL BE PERFORMED ACCORDING TO THE ARCHITECTURAL PLANS. 2. ALL MATERIALS, LIGHTING FIXTURES, CONVENIENCE OUTLETS, WIRES, CONDUITS, JUNCTION BOXES AND ALL OTHER DEVICES SHALL CONFORM TO MATCH THE EXISTING CONDITIONS AND EQUIPMENT ON THE JOB SITE, UNLESS OTHERWISE NOTED, 3. REMOVE, REROUTE AND REWIRE EXISTING FIXTURES, RECEPTACLES AND JUNCTION BOXES AND PROVIDE NEW BRANCH CIRCUITS, PANEL FEEDERS, AND DEVICES AS SHOWN ON THE PLANS OR AS REQUIRED FOR A COMPLETE OPERABLE SYSTEM, IN FULL ACCORDANCE AND COMPLIANCE WITH ALL APPLICABLE CODES. 4. ALL EQUIPMENT WHICH IS DISCONNECTED AND REMOVED SHALL BE RETURNED TO THE OWNER. 5. FURNISH AND INSTALL ALL NECESSARY CONDUITS, WIRES, JUNCTION BOXES, BLANK COVER PLATES, ETC. AT ALL LOCATIONS AFFECTED BY RELOCATION OF OUTLETS. 6. WHERE INTERRUPTION OF A CIRCUITS FEEDING EXISTING EQUIPMENT OCCURS DUE TO NEW WORK, THIS CIRCUIT SHALL BE REHABILITATED AND MADE CONTINUOUS FROM PANELTO LAST EXISTING OUTLET. 7. THE CONTRACTOR SHALL REUSE EXISTING CONDUIT RUNS AND HOMERUNS WHERE POSSIBLE ACCORDING TO CODES HAVING JURISDICTION, PULL NEW WIRES AS REQUIRED. ALL OTHER EXISTING UNUSED CONDUITS AND WIRES SHALL BE REMOVED BACK TO LAST EXISTING OUTLET. 8. UPDATE PANEL DIRECTORIES AT EXISTING PANELS TO REFLECT NEW WORK. 9. THE CONTRACTOR SHALL VERIFY THE CURRENT IN EXISTING FEEDERS AND BRANCH CIRCUITS THAT ARE AFFECTED BY THIS PROJECT PRIOR TO ADDING LOAD TO EXISTING CONDUCTORS, BREAKERS, PANELS, TRANSFORMERS OR SWITCHGEAR. NOTIFY ARCHITECT IMMEDIATELY IF ANY EXISTING EQUIPMENT IS FOUND TO BE OVERLOADED OR WILL BECOME SO IF NEW LOAD IS ADDED. 10. THIS DRAWING IS BASED ON EXISTING DRAWINGS AND OWNER SUPPLIED INFORMATION, THERE HASb, _ •ypG. NO VERIFICATION OF PRECISE LOCATIONS, WIRING OR OPERATION OF EXISTING EQUIPMENT. CONTRACTOR - SHALL VERIFY ALL JOB CONDITIONS PRIOR TO BID. CONTRACTOR SHALLTHOROUGHLY EXAMINE AND VERIFY POINTS OF CONNECTION, ACCESSIBILITY, SIZES, LOCATIONS, ELEVATIONS, ETC. EXISTING CONDITIONS FOUND UNACCEPTABLE OR IN VIOLATION OF CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE CORRECTED. 11. CONTRACTOR SHALL PERFORM ALL VERIFICATION, OBSERVATION,TEST, AND EXAMINATION WORK PRIOR TO THE ACTUAL CONSTRUCTION. HE SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ARCHITECT LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 12. ADDITIONAL LABOR AND MATERIAL REQUIRED TO PROVIDE A COMPLETE AND OPERABLE SYSTEM IN ACCORDANCE WITH CODES AND ALL AUTHORITIES HAVING JURISDICTION NOT LISTED IN THE WRITTEN NOTICE TO THE ARCHITECT SHALL BECOME PART OF THE CONTRACTOR'S WORK JUST AS IF IT WERE INDICATED AND IMPLIED ON THE PLANS. AFF ABOVE FINISHED FLOOR FLA FULL LOAD AMPS R,(R) REMOVE, RELOCATE AFG ABOVE FINISHED GRADE FSP FIRE SUPPRESSION PANEL SCC SHORT-CIRCUIT CURRENT AIC AMP INTERRUPTING CURRENT GFCI GROUND FAULT CIRCUIT SAD SEE ARCHITECTURAL DRAWING BC BARE COPPER INTERRUPTER SMD SEE MECHANICAL DRAWING BKBD BACKBOARD G, GND, GRD GROUND UNO UNLESS NOTED OTHERWISE CO CONDUIT ONLY IG ISOLATED GROUND VL VERIFY LOCATION E(E) EXISTING LCL LONG CONTINUOUS LOAD WP WEATHERPROOF FOP ENVIRONMENTAL CONTROL PANEL N,(N) NEW WT WATERTIGHT NF NON -FUSED EG EQUIPMENT GROUND NL NIGHT LIGHT EM EMERGENCY 4 f 1 106 ":I1 I F1. DESCRIPTION A cost-effective solid state LED solution for highbay and lowbay applications, replacing up to 250 watt and 400 watt HID fixtures and multi -lamp fluorescent luminaires. - FEATURES >1301pw ultra -high efficiency delivers superior performance over • fluorescent and HID, saving up to 60%of energy costs • Universal 0-10V driver for continuous dimming • 15 items feature pre -installed adjustable microwave occupancy sensor LISTINGS - • UL Listed for damp locations • DesignUghts Consortium® Premium Qualified -meets the requirements for the highest DLC qualification for efficacy and lumen maintenance PERFORMANCE • Rated lifetime L70 >100,000 @ 40°C (1041) >72,000 @ 50°C (122'F) • 4000K, 5000K CCT CRI:80+ ELECTRICAL • Inputvoltage: 120-277V, 347-480V • Dimmable power supply(0-10V) • Driver efficiency:>85% • Power Factor:>.9 • THD: 120% THERMAL • -22"F to 122T (-30°C to 50°C) operating temperature CONSTRUCTION • Heavy gauge steel body with welded frame construction resists twisting and bowing • Diffuse frosted acrylic lens to control glare (standard) or optiona clear lens for higher light output (sold separately) • 10 ft. Y-toggle aircraft cable mounting hardware included • Built-in 2.5kV surge protection WARRANTY • 5 year limited warranty, see eiko.com for warranty details ORDERING INFORMATION P ) ct a We tal gnumber ^z5 .gltase approved by dace APPLICATIONS • Warehouses. • Manufacturing Plants • Distribution Centers • Grocery Stores • Gymnasiums LLH-1C LLH•2C LLH-3C (sbxnvn s"gym nauc,y may, LLHAC LLH-5C Indoor Recreational Facilities Cold Storage Big Box Retail Service Repair Centers ROHS19 Compliant r�z EXAMPLE: LLH-1 C-50K-U-1 S .... a-, ON WINE,:, GENERAL NOTES 1. ELECTRICAL CONTRACTOR SHALL VERIFY VOLTAGE, HORSEPOWER RATINGS, EXACT LOCATIONS OF ALL ELECTRICAL AND OTHER EQUIPMENT PRIOR TO ANY ROUGH -IN. IF DISCREPANCIES ARE NOTED, ADVISE THE ARCHITECT/ENGINEER IMMEDIATELY. 2. SEE RELATED WORK SHOWN ON CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT FOR WORK AND MATERIALS TO BE FURNISHED AND INSTALLED UNDER THIS WORK. 3. LOCATE LIGHT FIXTURES SO AS TO AVOID ALL EQUIPMENT FURNISHED BY OTHER TRADES. COORDINATE ALL ASPECTS OF INSTALLATION PRIOR TO ROUGH -IN. 4. THE ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2014 EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL. LOCAL CODES HAVING JURISDICTION. 5. ALL LIGHT FIXTURES SHALL BE FURNISHED TO MATCH WITH THE CEILING TYPE IN WHICH THEY ARE INSTALLED. PRIOR TO BID, CONTRACTOR SHALL VERIFY CEILING TYPE INDICATED ON ARCHITECTURAL DRAWINGS. LOCATE ALL LIGHT FIXTURES AS SHOWN ON THE REFLECTED CEILING PLAN. 6. ALL ELECTRICAL EQUIPMENT EXPOSED TO THE WEATHER OR DAMP AND WET AREAS SHALL BE WEATHERPROOF AND HAVE UL LABEL CONSISTENT WITH APPLICATION (NEMA 3R), 7. CONTRACTOR SHALL FURNISH AND INSTALL AN AUXILIARY JUNCTION BOX AT ALL LOCATIONS WHERE A RECESSED LIGHT FIXTURE IS SHOWN WITH MORE THAN EIGHT (8) WIRES CONNECTING OR RUNNING THROUGH ff. SEE NEC 370-6 AND 410-11. 8. CONTRACTOR SHALL OBTAIN THE EQUIPMENT SUPPLIER'S DRAWINGS AND INFORMATION RELATIVE TO THIS PROJECT. HE SHALL UTILIZE THIS INFORMATION FOR EXACT POINTS OF CONNECTION. NO INSTALLATION SHALL BE PERMITTED IN VIOLATION OF MANUFACTURER'S RECOMMENDATIONS. 9. ALL ELECTRICAL EQUIPMENT SHALL BE NEW AND U.L. LISTED. 10. LIGHTING FIXTURE CATALOG NUMBERS, VOLTAGES, AND LAMP TYPES ON THE FIXTURES SCHEDULE SHALL BE TREATED AS MINIMUM REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL VOLTAGES, NUMBERS, LAMP TYPES AND MOUNTINGS. 11. CONTRACTOR SHALL FURNISH AND INSTALL A GROUND WIRE IN ALL CONDUITS, GROUND WIRES MAY NOT BE SHOWN, BUT SHALL BE INCLUDED IN THE ELECTRICAL CONTRACTOR'S BASE BID AND SIZED PER NEC ARTICLE 250-94 AND 250-96, OR AS NOTED ON DRAWINGS. 12. FACILITIES SYSTEMS: AT NO TIME SHALL ANY WORK BE DONE THAT MAY INTERRUPT THE OPERATIONS OF ANY EXISTING FACILITIES WHICH AFFECTS PEOPLE OR EQUIPMENT OUTSIDE THIS SCOPE. IF, IN THE OWNER'S OPINION THERE IS NO POSSIBLE WAY TO AVOID SUCH DISRUPTION, THE CONTRACTOR SHALL CONTACT APPROPRIATE AUTHORITIES, SUBMIT A PLAN FOR APPROVAL TO THOSE RESPONSIBLE. OBTAIN ALL AGREEMENTS, AND THEN COMPLY WITH THOSE AGREED UPON PROCEDURES IN ALL ASPECTS, COORDINATION OF OUTAGE OF ANY SYSTEM SHALL BE EXECUTED WITH SUFFICIENT ADVANCE NOTICE SO AS TO MINIMIZE THE IMPACT OF THE INTERRUPTION OF SERVICES. 15. THE CONTRACTOR MUST VISIT THE SITE PRIOR TO SUBMITTING A BID AND INCLUDE ALL REQUIREMENTS CLG. WALL FLR. FOR EXISTING FIELD CONDITIONS IN HIS PRICE. I I 16. ALL SWITCHES AND RECEPTACLES SHALL BE SPECIFICATION GRADE AND 20 AMPERE MINIMUM. WALL- FQ-1 PLATES SHALL BE TYPE 302 STAINLESS STEEL, COLOR OF DEVICES TO BE SELECTED BY ARCHITECT. 17. ALL WIRING SHALL BE INSTALLED IN RACEWAYS. /c 18. ALL WIRING SHALL BE COPPER, #12 AWG MINIMUM, TYPE THWN AND RATED FOR 600 VOLTS. 19. RACEWAYS ALLOWED: RIGID METAL CONDUIT (REQUIRED IN MECHANICAL, ELECTRICAL AND EQUIPMENT ROOMS), EMT, STEEL FLEXIBLE CONDUIT (MAXIMUM LENGTH SHALL BE 6 FEET) AND PVC COATED METAL CONDUIT (REQUIRED UNDERGROUND AND IN EXISTING SLABS). MINIMUM SIZE HOMERUN SHALL BE 3/4", OTHERWISE 1/2" MINIMUM ALLOWED. ANY RACEWAYS WITH 6 OR MORE CONDUCTORS SHALL BE 3/4" MINIMUM (INCLUDING GROUNDING CONDUCTOR).. ALUMINUM FLEXIBLE CONDUIT SHALL NOT BE USED. FLEXIBLE CONDUITS EXCEEDING 6 FEET IN LENGTH LJ SHALL INCLUDE AN GREEN INSULATED CODE -SIZED EQUIPMENT GROUNDING WIRE, PROPERLY BONDED AT EACH END TO MAINTAIN GROUNDING CONTINUITY AS REQUIRED BY CODE. 20. FITTINGS: GALVANIZED STEELTYPE; SET -SCREW TYPE. ELECTRICAL SYMBOLS LIST DESCRIPTION FUSED SWITCH, SIZE AS SHOWN - V.L. NON -FUSED SWITCH, SIZE AS SHOWN - V.L. TIME CLOCK - 7 DAY, SKIP -A -DAY FEATURE WITH MANUAL BY-PASS SWITCH MOTOR OUTLET - IDENTIFICATION SURFACE MOUNTED PANEL 120/208V, 3-PHASE, 4-WIRE MAIN SWITCHBOARD OR POWER DISTRIBUTION BOARD FLEXIBLE CONNECTION jl_�ICP')---PROVIDE CORD AND PLUG CONDUIT CONCEALED ABOVE CEILING OR IN WALLS CONDUIT UNDER SLAB OR BELOW GRADE, 3/4" MINIMUM EXCEPT NO HASH CONDUIT RUN EXPOSED 21, SLEEVES: PROVIDE SLEEVES FOR ALL RACEWAYS AND/OR WIRING THROUGH FIRE -RATED WALLS, 10, MARKS DESIGNATE 2 #12 WIRES. OTHER CONDUIT AND WIRE AS INDICATED CEILINGS AND CONCRETE OR STEEL FLOORS. SEAL SLEEVES, AFTER INSTALLING RACEWAYS, WITH APPROVED FIRE -RATING MATERIAL OF EQUAL RATING AS ORIGINAL FIRE -RATING. HOMERUN TO PANEL "A", CIRCUITS #1 AND #3 CABLES AND WIRING THROUGH SLEEVES SHALL BE SEALED ON BOTH ENTRIES. 22. ALL EXISTING AND NEW PANELBOARDS SHALL HAVE TYPE -WRITTEN DIRECTORIES ADDED BY THE CONTRACTOR INDICATING EXISTING CONDITIONS, PRESENT MODIFICATIONS AND NEW WORK. - T _ TELEPHONE 3/4" C.O. - U.O.N. Tl = 1-1 /4" C.O.; T2 = 1-1/2" C.O. INDICATES PLAN NOTE NUMBER "1", SEE PLAN 23. SEAL ALL PENETRATIONS THOUGH FLOOR OR FIRE RATED WALLS WITH FIREPROOFING MATERIAL THAT HAS AN EQUIVALENT FIRE RATING AS THAT OF THE EXISTING CONDITION. CONDUIT STUB OUT, 3/4" MINIMUM -SEE PLANS FOR NOTES 24. THE ELECTRICAL WORK SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN ONE YEAR AFTER THE DATE OF ACCEPTANCE BY OWNER. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING O FQ LIGHTING FIXTURE OUTLET- VERIFY MOUNTING WITH FIXTURE SCHEDULE 101 I-o EXIT LIGHT FIXTURE -ARROWS AS SHOWN (90 MINUTES MINIMUM) THAT PERIOD SHALL BE CORRECTED AT ONCE UPON WRITTEN NOTIFICATION AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 0 I;� G DUPLEX RECEPTACLE AT+18" / I@DUPLEX MOUNTED ABV. COUNTER 25. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE. *__ pi� DOUBLE DUPLEX/ DUPLEX RECEPTACLE AT+18"= CONTROLLED 26. PROVIDE THE OWNER WITH ONE SET OF COMPLETE ELECTRICAL REPRODUCIBLE DRAWINGS AT THE NL NIGHT LIGHT COMPLETION OF THE JOB SHOWING ACTUAL DIMENSION AND CIRCUITS. RC CEILING -MOUNTED PHOTOCELL SENSOR 27, ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO Otl (OO JUNCTION BOX AT+18" WALL MOUNTED U.O.N GROUND FAULT INTERRUPTING RECEPTACLE/R= GFCI MOUNTED THE OWNER AT JOB COMPLETION. 28. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 13. CONTRACTOR TO TAG/IDENTIFY ALL CONDUCTORS FOR EQUIPMENT INSTALLATION. 29. PATCH, REPAIR, AND PAINT TO MATCH SURROUNDING CONDITION, ANY AREA DAMAGED IN THE 14. CONDUIT AND DUCT RUNS ARE SHOWN SCHEMATICALLY. BUILDING CONDITIONS WILL DETERMINE THE OF THE ELECTRICAL WORK. ACTUAL RUNS. LIGHTING FIXTURE SCHEDULE SYMBOL FIXTURE I WATTAGE I VOLTAGE I LAMPS DESCRIPTION MANUFACTURER CAT. NO. FINISH MOUNTING I REMARK TYPE E 321 1 120 INTEGRAL 1 1'x4' LED LINEAR HIGHBAY EIKO WHITE SURFACE LED DRIVER 0-1 OV 40K LED LIGHT FIXTURE LLH-5C-50K-U-IS OR EQUAL DIMMING TO 107 EE 321 120 SAME AS TYPE "E" EXCEPT WITH EMERGENCY LED DRIVER, AND WITH MIN. OF 90 MINUTES BATTERY BACK-UP. ® XE 2.3 120 LED EXIT SIGN UTHONIA WHITE UNIVERSAL WITH 90 MINUTES BATTERY BACK-UP. LQM S W 3 R 120 EL N ABOVE COUNTER / WP ®® DUPLEX/DOUBLE DUPLEX RECEPTACLE, FLUSH FLOOR MOUNTED C DUPLEX RECEPTACLE, CEILING MOUNTED & DEDICATED RECEPTACLE, 208V, 10 SINGLE POLE SWITCH AT 48" U.O.N. - V.L. 72 DOUBLE POLE SWITCH AT+48" U.O.N.-V.L 3 THREE-WAY SWITCH AT+48"U.O.N.-V.L. FOUR-WAY SWITCH AT +48" U.O.N. - V.L "a" INDICATES OUTLET CONTROLLED AT+48" U.O.N. (PROVIDE SEPARA o SWITCH FOR EACH DESIGNATION) M MOTOR CONTROL TOGGLE SWITCH H.P. RATED so CEILING -MOUNTED MOTION/OCCUPANCY SENSOR SPECIFICATIONS; INFORMATION ADJACENT TO CALL -OUT 2 HP FC 120VNa7 INDICATES HORSE DENOTES MECHANICAL EQUIPMENT SEE MECHANICAL DRAWINGS FOR EXACT POWER (H.P.) AND VOLTAGE RATING MOUNT JUNCTION BOX WITH BLANK COVER PLATE 6" ABOVE MP OR C ACCESSIBLE CEILING FOR MODULAR FURNITURE POWER POLE BY OWNER. "P" INDICATES POWER SUPPLY, "C" INDICATES DATA AND TELEPHONE SUPPLY ® 4/0 PULL BOX DIMMERIOCCUPANCY AUTOMATIC WALL SWITCH SENSOR WITH SINGLELEVEL SWITCHING AT+48" 120 VOLT JaD OCCUPANCY AUTOMATIC WALL SWITCH SENSOR WITH SINGLE LEVEL SWITCHING AT+48" (120 VOLT) iab OCCUPANCY AUTOMATIC WALL SWITCH SENSOR WITH BI-LEVEL SWITCHING AT+48' (120VOLT) 1l,, DIMMER/OCCUPANCY AUTOMATIC WALL SWITCH SENSOR 3abD WITH BI-LEVEL SWITCH ING AT +48" (120 VOLT) T DATA/TELEPHONE OUTLET, WALL -MOUNTED y DATA OUTLET, WALL -MOUNTED SHEET LEGEND E001 GENERAL NOTES, SYMBOLS LIST, LIGHT FIXTURE/PANEL SCHEDULES & SLD E100 POWER & LIGHTING PLAN SINGLE LINE DIAGRAM NOTES St. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDUITS ALL NEW. S2. CONDUCTOR SHALL BE COPPER. S3. ALL EQUIPMENT AND CONDUITS SHOWN ARE EXISTING UNLESS NOTED CITY . OTHERWISE. S4. VISIT SITE BEFORE BIDDING PROJECT TO SEE ALL EXISTING CONDUITS. M QUALIFY ANY EXISTING CONDITIONS IN BID THAT WERE FOUND DURING SITE VISIT. IF NO SITE VISIT IS DONE IT WILL BE THE ELECTRICAL PER CONTRACTORS RESPONSIBILITY TO DO PROJECT COMPLETE PER PLANS WITCOST EXTRA /ma V APPF"01v'_1D I"rIl 31 Zu iJn of Tukwila qG DIVISI 6VEn I UMlrli A 9 2019 CENTER Q a PL g ARCHITECTURE & ENGINEERING a division of Plump Engineering, Inc. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 0 P (714) 385-1835 F(714) 385-1834 u www.plumpgroup.com DE'VELOP)I�ENT DYC.. „ _ PROCON DEVELOPMENT 4522 Katella Ave. Los Alamitos, CA 90720 Stamp: PR D. A. p G�oF WASH (L�q Jy�' 3 z P 34218 a SSIONA L 03J19J20 ': t E-Rkkardp7Ji�Palca.wm, � Richard lfumja h E e^e^^ lit t Re31on IK(rj, eauNor dmia z Ffl -�nm�t to Fdia)aes1b35 .ttk,Ce, 993 - 03126/2019 w z W V O ILL W ry > _I LLJ W Q � o CL 00 E`�_ (D 0- >}Q - C Q LU C l4 oIDV) W N a REVISIONS FOR CITY SUBMITTAL r 3/8119 J Q _N N _ J UJ O :D cc G Lu �U L) LIJ o OZ Z< QCL LLJ 'W�IRC SP V X eroied rtanoear. - date: ai Style: - - N Proled Nomber. 1902097 H SHEETNUMBER EOO I3